HomeMy WebLinkAboutContract 53893-PM1CSC No. 53893-PM1
00 00 10- 2
PROJECT RECORD DOCUMENTS FOR DEVELOPER AWARDED PROJECTS
Page 2 of 7
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
00 11 13 Invitation to Bidders
00 21 13 Instructions to Bidders
00 41 00 Bid Form
00 42 43 Proposal Form Unit Price
00 43 13 Bid Bond
00 45 11 Bidders Prequalification’s
00 45 12 Prequalification Statement
00 45 13 Bidder Prequalification Application
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 40 Minority Business Enterprise Goal
00 52 43 Agreement
00 61 25 Certificate of Insurance
00 62 13 Performance Bond
00 62 14 Payment Bond
00 62 19 Maintenance Bond
00 72 00 General Conditions
00 73 00 Supplementary Conditions
00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded
Projects
Division 01 - General Requirements
01 11 00 Summary of Work
01 25 00 Substitution Procedures
01 31 19 Preconstruction Meeting
01 31 20 Project Meetings
01 32 16 Construction Progress Schedule
01 32 33 Preconstruction Video
01 33 00 Submittals
01 35 13 Special Project Procedures
01 45 23 Testing and Inspection Services
01 50 00 Temporary Facilities and Controls
01 55 26 Street Use Permit and Modifications to Traffic Control
01 57 13 Storm Water Pollution Prevention Plan
01 58 13 Temporary Project Signage
01 60 00 Product Requirements
01 66 00 Product Storage and Handling Requirements
01 70 00 Mobilization and Remobilization
01 71 23 Construction Staking
01 74 23 Cleaning
01 77 19 Closeout Requirements
01 78 23 Operation and Maintenance Data
01 78 39 Project Record Documents
00 00 10- 3
PROJECT RECORD DOCUMENTS FOR DEVELOPER AWARDED PROJECTS
Page 3 of 7
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City’s Buzzsaw site at:
Division 02 - Existing Conditions
02 41 13 Selective Site Demolition
02 41 14 Utility Removal/Abandonment
02 41 15 Paving Removal
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Controlled Low Strength Material (CLSM)
03 34 16 Concrete Base Material for Trench Repair
03 80 00 Modifications to Existing Concrete Structures
Division 26 - Electrical
26 05 00 Common Work Results for Electrical
26 05 10 Demolition for Electrical Systems
26 05 33 Raceway and Boxes for Electrical Systems
26 05 43 Underground Ducts and Raceways for Electrical Systems
26 05 50 Communications Multi-Duct Conduit
Division 31 - Earthwork
31 10 00 Site Clearing
31 23 16 Unclassified Excavation
31 23 23 Borrow
31 24 00 Embankments
31 25 00 Erosion and Sediment Control
31 36 00 Gabions
31 37 00 Riprap
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair
32 01 18 Temporary Asphalt Paving Repair
32 01 29 Concrete Paving Repair
32 11 23 Flexible Base Courses
32 11 29 Lime Treated Base Courses
32 11 37 Liquid Treated Soil Stabilizer
32 11 33 Cement Treated Base Courses
32 12 16 Asphalt Paving
32 12 73 Asphalt Paving Crack Sealants
32 13 13 Concrete Paving
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps
32 13 73 Concrete Paving Joint Sealants
32 14 16 Brick Unit Paving
32 16 13 Concrete Curb and Gutters and Valley Gutters
32 17 23 Pavement Markings
32 17 25 Curb Address Painting
00 00 10- 4
PROJECT RECORD DOCUMENTS FOR DEVELOPER AWARDED PROJECTS
Page 4 of 7
32 31 13 Chain Link Fences and Gates
32 31 26 Wire Fences and Gates
32 31 29 Wood Fences and Gates
32 32 13 Cast-in-Place Concrete Retaining Walls
32 84 23 Landscape Irrigation
32 91 19 Topsoil Placement and Finishing of Parkways
32 92 13 Hydro-Mulching, Seeding, and Sodding
32 93 43 Trees and Shrubs
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing
33 01 31 Closed Circuit Television (CCTV) Inspection
33 03 10 Bypass Pumping of Existing Sewer Systems
33 04 10 Joint Bonding and Electrical Isolation
33 04 11 Corrosion Control Test Stations
33 04 12 Magnesium Anode Cathodic Protection System
33 04 30 Temporary Water Services
33 04 40 Cleaning and Acceptance Testing of Water Mains
33 04 50 Cleaning of Sewer Mains
33 05 10 Utility Trench Excavation, Embedment, and Backfill
33 05 12 Water Line Lowering
33 05 13 Frame, Cover and Grade Rings
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
33 05 16 Concrete Water Vaults
33 05 17 Concrete Collars
33 05 20 Auger Boring
33 05 21 Tunnel Liner Plate
33 05 22 Steel Casing Pipe
33 05 23 Hand Tunneling
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate
33 05 26 Utility Markers/Locators
33 05 30 Exploratory Excavation for Existing Utilities
33 11 05 Bolts, Nuts, and Gaskets
33 11 10 Ductile Iron Pipe
33 11 11 Ductile Iron Fittings
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type
33 11 14 Buried Steel Pipe and Fittings
33 11 15 Pre-stressed Concrete Cylinder Pipe
33 12 10 Water Services 1-inch to 2-inch
33 12 11 Large Water Meters
33 12 20 Resilient Seated Gate Valve
33 12 21 AWWA Rubber-Seated Butterfly Valves
33 12 25 Connection to Existing Water Mains
33 12 30 Combination Air Valve Assemblies for Potable Water Systems
33 12 40 Dry-Barrel Fire Hydrants
33 12 50 Water Sample Stations
33 12 60 Blow-off Valves
33 31 12 Cured in Place Pipe (CIPP)
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers
00 00 10- 5
PROJECT RECORD DOCUMENTS FOR DEVELOPER AWARDED PROJECTS
Page 5 of 7
33 31 15 HDPE Pipe For Sanitary Sewers (Gravity and Force Mains)
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe
33 31 22 Sanitary Sewer Slip Lining
33 31 23 Sanitary Sewer Pipe Enlargement
33 31 50 Sanitary Sewer Service Connections and Service Line
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains
33 39 10 Cast-in-Place Concrete Manholes
33 39 20 Precast Concrete Manholes
33 39 30 Fiberglass Manholes
33 39 40 Wastewater Access Chamber (WAC)
33 39 60 Epoxy Liners for Sanitary Sewer Structures
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts
33 41 11 HDPE Storm Sewer Pipe
33 41 12 Reinforced Polyethylene (SRPE) Pipe
33 46 00 Sub drainage
33 46 01 Slotted Storm Drains
33 46 02 Trench Drains
33 49 10 Cast-in-Place Manholes and Junction Boxes
33 49 20 Curb and Drop Inlets
33 49 40 Storm Drainage Headwalls and Wingwalls
Division 34 – Transportation
34 41 10 Traffic Signals
34 41 11 Temporary Traffic Signals
34 41 13 Removing Traffic Signals
34 41 15 Rectangular Rapid Flashing Beacon
34 41 16 Pedestrian Hybrid Signal
34 41 20 Roadway Illumination Assemblies
34 41 30 Aluminum Signs
34 41 50 Single Mode Fiber Optic Cable
34 71 13 Traffic Control
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
END OF SECTION
00 42 43
DAP - BID Proposal
Page 1 of 1
CITY OF FORT WORTH
STANDARD CONSTRUCTION BID FORM – DEVELOPER AWARDED PROJECTS 00 42 43 Bid Proposal – DAP.docx
Form Revised April 2, 2014
1
SECTION 00 41 00 2
DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY 3
4
TO: Watermark Equity Group
500 East Ogden Avenue, Suite 101
Naperville, Illinois 60563
5
FOR: COHO Apartments, Lots 4,5,6, and remainder of lot 7, F.A. Farmer’s Subdivision of block 26,
Tucker’s Addition, volume 731, page 398 P.R.T.C.T.
6
City Project No.: IPRC 19-0141
7
Units/Sections:
8
1. Enter Into Agreement 9
10
The undersigned Bidder proposes 11
and agrees, if this Bid is accepted, to enter into an Agreement with Developer in the form included in the 12
Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents 13
for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other 14
terms and conditions of the Contract Documents. 15
16
2. BIDDER Acknowledgements and Certification 17
18
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO 19
BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing 20
with the disposition of Bid Bond. 21
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract 22
award, and will provide a valid insurance certificate meeting all requirements in the 23
construction contract. 24
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any 25
undisclosed individual or entity and is not submitted in conformity with any collusive 26
agreement or rules of any group, association, organization, or corporation. 27
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or 28
sham Bid. 29
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 30
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for 31
the Contract. For the purposes of this Paragraph: 32
a. "corrupt practice" means the offering, giving, receiving, or soliciting of anything of value 33
likely to influence the action of a public official in the bidding process. 34
00 42 43 DAP -BID Proposal Pagel of I 1
2
3
4 5
6
7
8 9
b."fraudulent practice" means an intentional misrepresentation of facts made (a) to
influence the bidding process to the detriment of Developer (b) to establish Bid prices at
artificial non-competitive levels, or ( c) to deprive Developer of the benefits of free and
open competition.
c."collusive practice" means a scheme or arrangement between two or more Bidders, with
or without the knowledge of Developer, a purpose of which is to establish Bid prices at
artificial, non-competitive levels.
10
11
12
13
14
15 16
17
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.
3.Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified
contractors and subcontractors:
18
a.
b.
C.
d.
19 4.Time of Completion20 24
21 4.1. The Work will be complete for Final Acceptance within # days working days after the date
22 when the Contract Time commences to run as provided in the General Conditions.
23 4.2. Bidder accepts the provisions of the Agreement to liquidated damages, if applicable, in the event
24 of failure to complete the Work { and/or achievement of Milestones} within the times specified
25 in the Agreement. 26
27 5.Attached to this Bid
28
29 The following documents are attached to and made a part of this Bid:
30 a.This Bid Form, Section 00 41 00
31 b.Bid Bond (if required), Section 00 43 13 issued by a surety meeting the
32 requirements of the General Conditions.
33 c.Proposal Form, Section 00 42 4334 d.MBE Forms (if required)
35 e.Prequalification Statement, Section 00 45 J 2
36 f.Any additional documents that may be required by Section 12 of the Instructions
37 to Bidders
3 8 g.Bidder pre-qualification application ( optional)39 40 6.Total Bid Amount
41
42 6.1. Bidder will complete the work in accordance with the Contract Documents for the following
43 bid amount. In the space provided below, please enter the total bid amount for this project. Only
44 this figure will be read publicly by the City at the bid opening. 45 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid
46 amount entered below is subject to verification and/or modification by multiplying the unit
CITY OF FORT WORTH
STANDARD CONSTRUCTION BID FORM -DEVELOPER AWARDED PROJECTS
Form Revised April 2, 2014
00 42 43 Bid Proposal -OAP .docx
00 42 43
DAP -BID Proposal
Page 3 of 1
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 Alternate Bid Items <use this if applicable,otherwise delete>
1
2
3
4
64,609.84TotalBaseBid
Alternate Bid
Deductive Alternate
Additive Alternate
64,509.84TOTALBID
5
6 7.Bid Submittal
7
8 This Bid is submitted on by the entity named below
9
Respectfully submitted
Receipt is acknowledged of
the following Addenda:LnitialBy:
(Signature)
Addendum No.1BrettCurrens
Addendum No.2(Printed Name)
Title:Development Manager Addendum No.3
Addendum No.4Company:WEG -Longhorn ,LLC
Address:206 N Main St .
Wheaton ,IL 60187
State of Incorporation:Texas
Email :bcurrens @ wmprops .com
Phone:(330 )419 -163810
1 1 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION BID FORM -DEVELOPER AWARDED PROJECTS
Form Revised April 2.2014
00 42 43 Bid Proposal -DAP.docx
QUANTITIES
DAP - BID PROPOSAL
Page 4 of 7
Bidlist
Item No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid Quantity Unit Price Bid Value
Project Item Information
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure
1 0241.0110 Remove Concrete Drives 02 41 13 SY 55
2 0241.0120 Remove Concrete Walk/Ramps 02 41 13 SY 189
3 0241.0130 Remove Concrte Walls 02 41 13 LF 163
4 0241.0140 Remove Concrete Steps 02 41 13 SY 5
5 0241.0150 Remove Concrete Paving/Curb 02 41 15 SY 36
6 3216.0110 Conc. Curb & Gutter (24" Overall Width) 32 16 13 LF 276
7 3213.0110 6" Concrete Driveways 32 13 20 SF 1078
8 3213.0120 4" Concrete Walks 32 13 20 SF 1982
9 3213.0130 Type R-1 Handicap Ramps 32 13 20 EA 2
10 3471.0110 Traffic Control Per Plans 34 71 13 LS 1
11 3217.0110 4" White Pav. Markings for Parking 32 17 23 LS 1
12 3125.0110 Erosion Control (During Construction)31 25 00 LS 1
13 3293.0110 Tree - Red Maple (100 gal)32 93 43 EA 6
14 3293.0120 Tree - Crape Myrtle (30 gal)32 93 43 EA 6
15 3293.0130 Shrub - Confederate Jasmine 32 93 43 EA 74
16 3292.0110 Ground Cover - Bermuda Grass 32 92 13 SF 2476
17 3284.0110 Irrigation System 32 84 23 LS 1
18 0062.0110 Payment, Performance, & 2 YR Maint. Bonds 00 62 LS 1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
UNIT IV: PAVING IMPROVEMENTS
TOTAL UNIT IV: PAVING IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls
9.00 495.00
9.00 1,701.00
15.00 2,445.00
9.00 45.00
9.00 324.00
6.25 1,725.00
7.00 7,546.00
5.50 10,901.00
633.00 1,266.00
3,500.00 3,500.00625.00 625.00
4,837.28 4,837.28
325.00 1,950.00
330.00 1,980.00
52.00 3,848.00
3.56 8,814.56
6,500.00 6,500.00
6,107.00 6,107.00
64,609.84
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
COHO
D,\P -BID PROPOSAL
UNIT PRICE BID Bidder's Application
Bidli�l I Item No.
--------
Pr�jcct Item Information
Description I Specification I Unit of I Bid Quanli Section No. Measure lY
BidSumman<
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT Ill: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS ----·----·-•· -.... -. ·-·-------·-· - �---------
Total Construction Bid
This Bid is submitted by the entity named below:
BTDDER: DH Colt Construction BY:
TlTLE:
DATE:
Bidder's Proposal
Unit Price I Bid \'aluc
·-------·------· ---··---------------·-
--c4; s,i-9-:-1r4 ---·---·------------------
i:;4 609 84
Coni-ractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
24 ____ working days after the date when the
END OF SECTION CITY OF FORT WORTH STANDARD CONSTRIJCT!ON SPECIFICATION DOCtJMCNTS-DEVF.LOPER AWARDED PROJECTS Fonn Version M;).y 22.2019 00 4:! 43_Bid Proposal_DAP
00 42 43
DAP -BID Proposal
Page 3 of 1
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 Alternate Bid Items <use this if applicable,otherwise delete>
1
2
3
4
71 ,000.00TotalBaseBid
Alternate Bid
Deductive Alternate
Additive Alternate
71,000.00TOTALBID
5
6 7 .Bid Submittal
7
8 This Bid is submitted on by the entity named below
9
Respectfully submitted ,%Receipt is acknowledged of
the following Addenda:By :Initial
(Signature )
Addendum No.1BrettCurrens
Addendum No.2(Printed Name )
Title:Development Manager Addendum No.3
Addendum No.4Company:WEG -Longhorn ,LLC
Address:206 N Main St .
Wheaton ,IL 60187
State of Incorporation :Texas
Email :bcurrens@wmprops .com
Phone:(330 )419 -163810
1 1
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION BID FORM -DEVELOPER AWARDED PROJECTS
Form Revised April 2,2014
00 42 43 Bid Proposal -DAP .docx
SECTION 00 42 43
Developer Awarded Projects -PROPOSAL FORM
COHO
OAP -BID PROPOSAL
UNIT PRICE BID Bidder's Application
Bidlist
Item No.
Project Item Information Bidder's Proposal
Description Specification Unit of B 'd Q t'ty Unit Price Section No. Measure 1 uan 1
UNIT V: STREET LIGHTING IMPROVEMENTS
3441.011 O Roadway Ilium Foundation TY 7
260s":°0110 Demolish Existing Roadway Arm and Fixture
3441.0120 f nstall Type "j3s Arm and LED Fixture
3441.0130 10' -14 ' Washington Std LP & Fixture LED
2605.0-120 2" CONDT PVC SCH 80 {T) -· -
34 41 20
26 05 10
34 41 20
34 41 20
26 05 33 -·--
EA
EA
EA
EA
LF
10
1
1
10 --36 5
2054.78
4000.00
),,575.00
2, J5_6. 00
12.65
Bid Value
20,547.75
4-;000.00
1,575.00
23,560.00
__ 4,617.25
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
2605�0130 NO 6 Insulated Eiec Condr
2605.0140 lnstall120-240 V Single Ph. Metered Ped.
26 05 00 LF 730 20.00 _14,60_0.0(
2605.01 50 Ground Box Type· B ---26 05 00 EA 600.00 __ 600 _oo_
CITY OF FORT WORTH
26 05 43 EA
-.. -------
2 .750.00
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS I .l , U U U
-1,500.00
-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP
SECTION 00 42 43
Developer Awarded Projects -PROPOSAL FORM
COHO
DAP -BID PROPOSAL
UNIT PRICE BID Bidder's Application
Bidlist I
Item No.
-· . -
Project Item Information
Description I Specification I Unit of I B 'd Q Section No. Measure I uanttty
Bid Summary
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT Ill: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS ---·- -· ·--------·------··---··-----·--
Total Construction Bid
This Bid is submitted by the entity named below:
BIDDER: Bean Electric
Bidder's Proposal
Unit Price I Bid Value
-
71,000.00
-· ------• -
71 nnn nn
-
Contractor agrees to complete WORK for FINAL ACCEPTANCE within 24
CONTRACT commences to run as provided in the General Conditions.
working days after the date when the ----
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS· DEVELOPER AWARDED PROJECTS
Form Version M.iy 22, 2019 00 42 4l_Bid Proposnl_DAP
00 43 13
DAP BID BOND FORM FOR PUBLICLY BID PROJECTS ONLY
Page 4 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION BID BOND FORM – DEVELOPER AWARDED PROJECTS COHO Apartments Contract
Form Version April 2, 2014
SECTION 00 43 13
DAP - BID BOND
BY THESE PRESENTS:
That we, called the Principal, and 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 and
No/100 Dollars 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 identified as:
COHO Apartments
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, 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 __________________, 20___.
By:
_______________________________________________________________________
(Signature and Title of Principal)
By:
_______________________________________________________________________
(Signature of Attorney-of-Fact)
*Attach Power of Attorney (Surety) for Attorney-in-Fact Impressed
Surety Seal
Only
END OF SECTION
01 78 39 - 1
PROJECT RECORD DOCUMENTS
Page 1 of 3
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IPRC 19-0141
Revised April 2, 2014
SECTION 00 45 11 1
BIDDERS PREQUALIFICATIONS 2
3
1. Summary. All contractors are required to be prequalified by the City prior to submitting 4
bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 5
Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 6
not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 7
Prequalification Application in accordance with the requirements below. 8
9
The prequalification process will establish a bid limit based on a technical evaluation and 10
financial analysis of the contractor. The information must be submitted seven (7) days prior 11
to the date of the opening of bids. For example, a contractor wishing to submit bids on 12
projects to be opened on the 7th of April must file the information by the 31st day of March 13
in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder’s 14
Prequalification Application, the following must accompany the submission. 15
a. A complete set of audited or reviewed financial statements. 16
(1) Classified Balance Sheet 17
(2) Income Statement 18
(3) Statement of Cash Flows 19
(4) Statement of Retained Earnings 20
(5) Notes to the Financial Statements, if any 21
b. A certified copy of the firm’s organizational documents (Corporate Charter, Articles 22
of Incorporation, Articles of Organization, Certificate of Formation, LLC 23
Regulations, Certificate of Limited Partnership Agreement). 24
c. A completed Bidder Prequalification Application. 25
(1) The firm’s Texas Taxpayer Identification Number as issued by the Texas 26
Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 27
number visit the Texas Comptroller of Public Accounts online at the 28
following web address www.window.state.tx.us/taxpermit/ and fill out the 29
application to apply for your Texas tax ID. 30
(2) The firm’s e-mail address and fax number. 31
(3) The firm’s DUNS number as issued by Dun & Bradstreet. This number 32
is used by the City for required reporting on Federal Aid projects. The DUNS 33
number may be obtained at www.dnb.com. 34
d. Resumes reflecting the construction experience of the principles of the firm for firms 35
submitting their initial prequalification. These resumes should include the size and 36
scope of the work performed. 37
e. Other information as requested by the City. 38
39
2. Prequalification Requirements 40
a. Financial Statements. Financial statement submission must be provided in 41
accordance with the following: 42
(1) The City requires that the original Financial Statement or a certified copy 43
be submitted for consideration. 44
01 78 39 - 2
PROJECT RECORD DOCUMENTS
Page 2 of 3
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IPRC 19-0141
Revised April 2, 2014
(2) To be satisfactory, the financial statements must be audited or reviewed 1
by an independent, certified public accounting firm registered and in 2
good standing in any state. Current Texas statues also require that 3
accounting firms performing audits or reviews on business entities within 4
the State of Texas be properly licensed or registered with the Texas State 5
Board of Public Accountancy. 6
(3) The accounting firm should state in the audit report or review whether 7
the contractor is an individual, corporation, or limited liability company. 8
(4) Financial Statements must be presented in U.S. dollars at the current rate 9
of exchange of the Balance Sheet date. 10
(5) The City will not recognize any certified public accountant as 11
independent who is not, in fact, independent. 12
(6) The accountant’s opinion on the financial statements of the contracting 13
company should state that the audit or review has been conducted in 14
accordance with auditing standards generally accepted in the United 15
States of America. This must be stated in the accounting firm’s opinion. 16
It should: (1) express an unqualified opinion, or (2) express a qualified 17
opinion on the statements taken as a whole. 18
(7) The City reserves the right to require a new statement at any time. 19
(8) The financial statement must be prepared as of the last day of any month, 20
not more than one year old and must be on file with the City 16 months 21
thereafter, in accordance with Paragraph 1. 22
(9) The City will determine a contractor’s bidding capacity for the purposes 23
of awarding contracts. Bidding capacity is determined by multiplying the 24
positive net working capital (working capital = current assets – current 25
liabilities) by a factor of 10. Only those statements reflecting a positive 26
net working capital position will be considered satisfactory for 27
prequalification purposes. 28
(10) In the case that a bidding date falls within the time a new financial 29
statement is being prepared, the previous statement shall be updated with 30
proper verification. 31
b. Bidder Prequalification Application. A Bidder Prequalification Application must be 32
submitted along with audited or reviewed financial statements by firms wishing to be 33
eligible to bid on all classes of construction and maintenance projects. Incomplete 34
Applications will be rejected. 35
(1) In those schedules where there is nothing to report, the notation of 36
“None” or “N/A” should be inserted. 37
(2) A minimum of five (5) references of related work must be provided. 38
(3) Submission of an equipment schedule which indicates equipment under 39
the control of the Contractor and which is related to the type of work for 40
which the Contactor is seeking prequalification. The schedule must 41
include the manufacturer, model and general common description of 42
each piece of equipment. Abbreviations or means of describing 43
equipment other than provided above will not be accepted. 44
45
3. Eligibility to Bid 46
a. The City shall be the sole judge as to a contractor’s prequalification. 47
b. The City may reject, suspend, or modify any prequalification for failure by the 48
contractor to demonstrate acceptable financial ability or performance. 49
c. The City will issue a letter as to the status of the prequalification approval. 50
01 78 39 - 3
PROJECT RECORD DOCUMENTS
Page 3 of 3
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IPRC 19-0141
Revised April 2, 2014
d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 1
the prequalified work types until the expiration date stated in the letter. 2
3
4
5
6
7
END OF SECTION8
00 45 12
DAP PREQUAI.TFICATION STATEMENT
Page 1 of 1
SECTION 00 4512
DAP -PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s)listed .In the “Major Work
Type”box provide the complete major work type and actual description as provided by the Water
Department for water and sewer and TP W for paving.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Paving Improvements DH Colt Construction Group
The undersigned hereby certifies that the contractors and /or subcontractors described in the table above
arc currently prequalified for the work types listed .
BIDDER :
DH Colt Construction BY:Brett Currens
(Signature)
TITLE :Development Manager
DATE:10 -13-21
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT -DEVELOPER AWARDED PROJECTS COHO Apartments Contract
Form Version September 1.2015
01 78 39 -1
PROJECT RECORD DOCUMENTS
Page J of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER 'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a),as amended ,Contractor certifies that it provides
worker’s compensation insurance coverage for all of its employees employed on City Project No.IPRC
19-0141 .Contractor further certifies that,pursuant to Texas Labor Code,Section 406.096(b),as amended,
it will provide to City its subcontractor’s certificates of compliance with worker’s compensation
coverage.
CONTRACTOR :
£)j/Company
cL7*By :
(Please Prin
1 S'?
Address
15 /^.5City/State/Zfp
Title:
(Please Print )
THE STATE OF TEXAS §
COUNTY OF TARRANT §
t^EFORE ME,the undersigned authority,on this day personally appeared
LVf Cy&lQ CL(JLO ,known to me to be the person whose name is subscribed to
the foregofng~instrument ,and acknowledged to me that he/she executed the same as the act and deed of
for the purposes and consideration therein expressed and in
the capacity therein staled .
“OhGIVENUNDERMYHANDANDSEALOFOFFICEthis
20*2-day of
S®7 ary Public m and for the State of Texas
END OF SECTION
COIIO Apartments
IPRC 19-0141
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2,2014
00 52 43 -1
Developer Awarded Project Agreement
Page 1 of 4
1 SECTION 00 52 43
AGREEMENT2
3 THTS AGREEMENT,authorized on ^is made by and between the Developer.
4 Longhorn ,LLC authorized to do business in Texas (“Developer”),
,authorized to do business in
W EG -
and5DHColtConstruction^Texas,acting by and through its duly authorized representative,(“Contractor”).
7 Developer and Contractor,in consideration of the mutual covenants hereinafter set forth,agree as
8 follows:
9 Article 1 .WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project
identified herein.
12 Article 2.PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is generally
14 described as follows:
15 COHO Apartments
11
16 IPRC 19-0141
17 Article 3.CONTRACT TIME
18 3.1 Time is of the essence.
All time limits for Milestones,if any,and Final Acceptance as stated in the Contract Documents are
of the essence to this Contract.
Final Acceptance.
19
20
21 3.2
2422TheWorkwillbecompleteforFinalAcceptancewithin working days
after the date when the Contract Time commences to run as23
24 provided in Paragraph 2.04 of the Standard City Conditions of the Construction Contract for
Developer Awarded Projects .25
26 3.3 Liquidated damages
Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer
financial loss if the Work is not completed within the times specified in Paragraph 3.2 above,plus
any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the
Construction Contract for Developer Awarded Projects.The Contractor also recognizes the delays,
expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the
Developer if the Work is not completed on time.Accordingly,instead of requiring any such proof
,Contractor agrees that as liquidated damages for delay (but not as a penalty),Contractor shall pay
Developer Two Hundred Dollars ($2 0 0.00)for each day that expires after
the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
COHO Apartments
IPRC 19-0141
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS
Revised April 2,2014
00 52 43 -2
Developer Awarded Project Agreement
Page 2 of 4
42 Article 4.CONTRACT PRICE
43 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract44Documentsanamountincurrentfundsofsixtyfour45($6 4 ,6 09.84
46 Article 5.CONTRACT DOCUMENTS
47 5.1 CONTENTS:
A.The Contract Documents which comprise the entire agreement between Developer and Contractor
concerning the Work consist of the following:
1 .This Agreement.
2 .Attachments to this Agreement :
a.Bid Fonn (As provided by Developer )
1 )Proposal Fonn (DAP Version )
2)Prequalification Statement
3)State and Federal documents (project specific)
b.Insurance ACORD Form(s)
c.Payment Bond (DAP Version )
d .Performance Bond (DAP Version )
e.Maintenance Bond (DAP Version )
f.Power of Attorney for the Bonds
g .Worker’s Compensation Affidavit
h .MBE and /or SBE Commitment Form (If required )
3 .Standard City General Conditions of the Construction Contract for Developer Awarded
Projects.
4.Supplementary Conditions.
5 .Specifications specifically made a part of the Contract Documents by attachment or,if not
attached,as incorporated by reference and described in the Table of Contents of the Project ’s
Contract Documents .
6.Drawings.
7 .Addenda.
8.Documentation submitted by Contractor prior to Notice of Award.
9 .The following which may be delivered or issued after the Effective Date of the Agreement
and.if issued,become an incorporated part of the Contract Documents:
a.Notice to Proceed.
b.Field Orders.
c.Change Orders.
d .Letter of Final Acceptance.
Dollars
)•thousand six hundred nine and eighty -four
cents
48
49
50
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53
54
55
56
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86
COHO Apartments
IPRC 19-0141
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS
Revised April 2.2014
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 2, 2014
Article 6. INDEMNIFICATION 87
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, 88
the city, its officers, servants and employees, from and against any and all claims arising out of, 89
or alleged to arise out of, the work and services to be performed by the contractor, its officers, 90
agents, employees, subcontractors, licenses or invitees under this contract. This indemnification 91
provision is specifically intended to operate and be effective even if it is alleged or proven that 92
all or some of the damages being sought were caused, in whole or in part, by any act, omission 93
or negligence of the city. This indemnity provision is intended to include, without limitation, 94
indemnity for costs, expenses and legal fees incurred by the city in defending against such claims 95
and causes of actions. 96
97
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, 98
its officers, servants and employees, from and against any and all loss, damage or destruction 99
of property of the city, arising out of, or alleged to arise out of, the work and services to be 100
performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees 101
under this contract. This indemnification provision is specifically intended to operate and be 102
effective even if it is alleged or proven that all or some of the damages being sought were caused, 103
in whole or in part, by any act, omission or negligence of the city. 104
105
Article 7. MISCELLANEOUS 106
7.1 Terms. 107
Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 108
Construction Contract for Developer Awarded Projects. 109
7.2 Assignment of Contract. 110
This Agreement, including all of the Contract Documents may not be assigned by the Contractor 111
without the advanced express written consent of the Developer. 112
7.3 Successors and Assigns. 113
Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives 114
to the other party hereto, in respect to all covenants, agreements and obligation s contained in the 115
Contract Documents. 116
7.4 Severability. 117
Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable 118
by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall 119
continue to be valid and binding upon DEVELOPER and CONTRACTOR. 120
7.5 Governing Law and Venue. 121
This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue 122
shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, 123
Fort Worth Division. 124
00 52 43 -4
Developer Awarded Project Agreement
Page 4 of 4
125
126
127 7.6 Authority to Sign .
Contractor shall attach evidence of authority to sign Agreement,if other than duly authorized
signatory of the Contractor.
128
129
130
131 IN WITNESS WHEREOF,Developer and Contractor have executed this Agreement in multiple
counterparts.132
133
134 This Agreement is effective as of the last date signed by the Parties (“Effective Date”).135 TO.//Developer:
W EG -L onghorn ,L LC
2By:By:
(Signature)(Signature)
B rett C urrens&
(Printed Name)Pfs (Printed Name)
T itle:D evelopment M anagerTitle:
Company name:WEG-Longhorn ,LLC
Address:20 6 N M ain S t .Company Name ;
Address:/£>Q jof M 4 8 3
C ity/S tate/Z ip:W heaton ,I L 6 0187City/State/Zip:
f -em 5 Tx-7?/>?Vfv **-Date 10 —13 —21Date
136
COHO Apartments
IPRC 19-0141
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS
Revised April 2.2014
00 45 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 45 12
DAP -PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and /or subcontractors whom they intend to utilize for the major work type(s )listed .In the “Major Work
Type”box provide the complete major work type and actual description as provided by the Water
Department for water and sewer and TPW for paving.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Bean ElectricStreetLighting March 9,2023
The undersigned hereby certifies that the contractors and /or subcontractors described in the table above
are currently prequalified for the work types listed .
BIDDER:
Bean Electric BY:Brett Currens
(Signature)
TITLE:Development Manager
DATE:10 -13 -21
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT -DEVELOPER AWARDED PROJECTS COHO Apartments Contract
Form Version September 1,2015
01 78 39 -1
PROJECT RECORD DOCUMENTS
Page 1 of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER 'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a),as amended,Contractor certifies that it provides
worker 's compensation insurance coverage for all of its employees employed on City Project No.I PRC
19-0141 .Contractor further certifies that,pursuant to Texas Labor Code,Section 406.096(b),as amended ,
it will provide to City its subcontractor’s certificates of compliance with worker’s compensation
coverage.
CONTRACTOR:
.Roy Bean IIBeanElectricalIncBy:^7
Company
Signature:821 E Enon Rd
Address
PresidentFortWorthTX76140Title:
City /State/Zip (Please Print )
THE STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME,the undersigned authority ,on this day personally appeared^(9 ^£*It known to me to be the person whose name is subscribed to
the foregoing instrument ,and acknowledged to me that he/she executed the same as the act and deed of
ic\\for the purposes and consideration therein expressed and in
the capacity therein stated .
GIVEN UNDER MY HAND AND SEAL OF OFFICE thisOc.Ao bCC ,20X day of
R e Er.C HERYLE R
Notary P ublic,S tate <,
C orpm.Expires Q 2 -.L u 2
c:ik l oxasJfO Notary Public in and Teethe Stare of Texascon'
Notary I D 18907.«-•SO*
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2,2014
COHO Apartments
IPRC 19-0141
00 52 43 -1
Developer Awarded Project Agreement
Page 1 of 4
]SECTION 00 52 43
AGREEMENT
//"'L''L I is made by and between the Developer.WEG
to do business in Texas (“Developer”),
,authorized to do business in
2
3 THIS AGREEMENT,a uthorized o n
L onghorn ,L LC a uthorized
B ean E lectric
4 and
5
6 Texas,acting by and through its duly authorized representative,(“Contractor”).
Developer and Contractor,in consideration of the mutual covenants hereinafter set forth,agree as7
8 follows:
Article 1.WORK
Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project
identified herein .
Article 2.PROJECT
The project for which the Work under the Contract Documents may be the whole or only a part is generally
described as follows:
COHO Apartments
9
1 0
1 1
1 2
13
14
15
16 IPRC 19-0141
17 Article 3.CONTRACT TIME
Time is of the essence.
All time limits for Milestones,if any,and Final Acceptance as stated in the Contract Documents are
of the essence to this Contract.
Final Acceptance.
18 3.1
19
20
21 3.2
2422TheWorkwillbecompleteforFinalAcceptancewithin working days
after the date when the Contract Time commences to run as23
24 provided in Paragraph 2.04 of the Standard City Conditions of the Construction Contract for
Developer Awarded Projects.25
26 Liquidated damages
Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer
financial loss if the Work is not completed within the times specified in Paragraph 3.2 above,plus
any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the
Construction Contract for Developer Awarded Projects.The Contractor also recognizes the delays,
expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the
Developer if the Work is not completed on time.Accordingly,instead of requiring any such proof
,Contractor agrees that as liquidated damages for delay (but not as a penalty ),Contractor shall pay
Developer Two Hundred Dollars ($2 0 0.00)for each tjay that expires after
the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
3.3
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS
Revised April 2,2014
COHO Apartments
IPRC 19-0141
00 52 43 -2
Developer Awarded Project Agreement
Page 2 of 4
42 Article 4.CONTRACT PRICE
43 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
44 Documents an amount in current funds of seventy-one thousand
7 1 ,0 00.00
Dollars
45 ($)46 Article 5.CONTRACT DOCUMENTS475.1 CONTENTS:
A.The Contract Documents which comprise the entire agreement between Developer and Contractor
concerning the Work consist of the following:
1 .This Agreement.
2.Attachments to this Agreement :
a.Bid Form (As provided by Developer )
1 )Proposal Form (DAP Version )
2 )Prequalification Statement
3)State and Federal documents {project specific)
b.Insurance ACORD Form (s)
c.Payment Bond (DAP Version )
d .Performance Bond (DAP Version )
e.Maintenance Bond (DAP Version )
f.Power of Attorney for the Bonds
g.Worker’s Compensation Affidavit
h.MBE and/or SBE Commitment Form (If required )
3.Standard City General Conditions of the Construction Contract for Developer Awarded
Projects.
4.Supplementary Conditions.
5.Specifications specifically made a part of the Contract Documents by attachment or,if not
attached,as incorporated by reference and described in the Table of Contents of the Project’s
Contract Documents.
6.Drawings.
7.Addenda.
8.Documentation submitted by Contractor prior to Notice of Award .
9.The following which may be delivered or issued after the Effective Date of the Agreement
and ,if issued ,become an incorporated part of the Contract Documents:
a.Notice to Proceed.
b.Field Orders.
c.Change Orders.
d .Letter of Final Acceptance.
48
49
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51
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56
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81
82
83
84
85
86
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS
Revised April 2,2014
COHO Apartments
IPRC 19-0141
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 2, 2014
Article 6. INDEMNIFICATION 87
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, 88
the city, its officers, servants and employees, from and against any and all claims arising out of, 89
or alleged to arise out of, the work and services to be performed by the contractor, its officers, 90
agents, employees, subcontractors, licenses or invitees under this contract. This indemnification 91
provision is specifically intended to operate and be effective even if it is alleged or proven that 92
all or some of the damages being sought were caused, in whole or in part, by any act, omission 93
or negligence of the city. This indemnity provision is intended to include, without limitation, 94
indemnity for costs, expenses and legal fees incurred by the city in defending against such claims 95
and causes of actions. 96
97
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, 98
its officers, servants and employees, from and against any and all loss, damage or destruction 99
of property of the city, arising out of, or alleged to arise out of, the work and services to be 100
performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees 101
under this contract. This indemnification provision is specifically intended to operate and be 102
effective even if it is alleged or proven that all or some of the damages being sought were caused, 103
in whole or in part, by any act, omission or negligence of the city. 104
105
Article 7. MISCELLANEOUS 106
7.1 Terms. 107
Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 108
Construction Contract for Developer Awarded Projects. 109
7.2 Assignment of Contract. 110
This Agreement, including all of the Contract Documents may not be assigned by the Contractor 111
without the advanced express written consent of the Developer. 112
7.3 Successors and Assigns. 113
Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives 114
to the other party hereto, in respect to all covenants, agreements and obligation s contained in the 115
Contract Documents. 116
7.4 Severability. 117
Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable 118
by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall 119
continue to be valid and binding upon DEVELOPER and CONTRACTOR. 120
7.5 Governing Law and Venue. 121
This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue 122
shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, 123
Fort Worth Division. 124
00 52 43 -4
Developer Awarded Project Agreement
Page 4 of 4
125
126
127 7.6 Authority to Sign .
Contractor shall attach evidence of authority to sign Agreement,if other than duly authorized
signatory of the Contractor.
128
129
130
131 IN WITNESS WHEREOF,Developer and Contractor have executed this Agreement in multiple
counterparts.132
133
134 This Agreement is effective as of the last date signed by the Parties (“Effective Date”).135
Contractor//
Bean Electrical I
Developer:
WEG -Longhorn ,LLC
By*By :
(Signature)(Signature )
Roy Bean II Brett Currens
(Printed Name )(Printed Name)
Title:Development ManagerTitle:President
Company name:WEG -Longhorn ,LLC
Address:206 N Main St .Company Name:Bean Electrical Inc
Address:
821 E Enon Rd
City/State/Zip:Wheaton ,IL 60187City/State/Zip:
Fort Worth TX 76140
Date 10 -13 -21Date10/15 /2021136
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS
Revised April 2,2014
COHO Apartments
IPRC 19-0141
01 78 39 - 1
PROJECT RECORD DOCUMENTS
Page 1 of 3
CITY OF FORT WORTH COHO Apartments
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised January 31, 2012
1
SECTION 00 61 25 2
CERTIFICATE OF INSURANCE 3
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END OF SECTION 26
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SECTION 00 62 13
PERFORMANCE BOND
§
01 78 39 -2
PROJECT RECORD DOCUMENTS
Page 2 of3
Bond No. HA10103888
1
2
3
4
5
6
THE STATE OF TEXAS
COUNTY OF TARRANT §KNOW ALL BY THESE PRESENTS:
7
8
§
That we, DH Colt Construction Group, LLC
"Principal" herein and Hudson Insurance Co mpany
, known as
, a corporate
9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
10 "Surety" herein (whether one or more), are held and firmly bound unto the Devdoper, Watermark
11 Equity Group, authorized to do business in Texas ("Developer") and the City of Fort Wo1th, a
12 Texas municipal corporation ("City"), in the penal sum of,
13 Sixty Four Thousand Six Hundred Nine & 84/ 100 Dollars ($_6_4�,6_0_9 ._84 _____ �),
14
15
16
17
18
19
20
21
22
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24
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lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the
payment of which sum well and truly to be made jointly unto the Developer and the City as dual
obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
and severally, firmly by these presents.
WHEREAS, Developer and City have entered into an Agreement for the construction
of community facilities in the City of Fort Worth by and through a Community Facilities
Agreement, CF A Number IPRC 19-0141 ; and
WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
the 23rd day of November , 201.!_, which Contract is hereby referred to and made a
part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
and other accessories defined by law, in the prosecution of the Work, including any Change
Orders, as provided for in said Contract designated as COHO Apartments
NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall
faithfully perform it obligations under the Contract and shall in all respect:; dv.ly and faithfully
perform the Work, including Change Orders, under the Contract, according to the plans,
specifications, and contract documents therein referred to, and as well during any period of
extension of the Contract that may be granted on the part of the Developer and/or City, then this
obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS -DEVELOPER AW ARD ED PROJECTS
Revised January 31, 2012
COHO Apartments
!PRC 19-0141
O l 78 39 - 3
PROJECT F:ECORD DOCtfMENTS
Pagc 3 of ;
PROVIDEI) FLTRTHER, that if any legal action be filed on this Bond, venue shal( lie in
Z
3
4
5
b
7
Tarrant County, Texas or the United States District Court for the Northern Uistrict of Texas, Fort
Worth Division.
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statue.
IN WITNESS WIiEREOF, the Principal and the Surety have SIGNEI) and SEALED
8 this insnument by duly authorized agents and officers on this the 4� _day of
9 February_ , 20 22 .
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ATTEST:
�r
( � cipal) Secretary
� ^ �,
v �
Witness as to Principal
����.u���.:.`�, J�� �:�u`�''v''�?��
Wifiess as to Surety
PRINCIPAL:
DH Colt Construction Grou�, LLC
BY: / �'�'�---- � � �
Signature
��� Cv�i � ��lr�h,Actt+�c� f�fE2,�C/��
Name and Title
Address: 1020 FM 983
Ferris, TX 75125
SURETY:
Hudson Insurance Company
BY: E ,% � '�' 1
' gnature
�
Amber Jones, Attorney-in-Fact
Name and 7'itle
Address: 100 William Street, 5th Floor
New York, NY 10038
Telephone Number: �12) 978-2800
*Note: If signed by an officer of the Surety Company, there must be on file a certiiied �xtract
fioin the by-la�vs showing that this person has authority to sign sizch obligation. If
Surety's physical address is different from its mailing address, both rnust be provided.
CITY OF FORT WORTH
STANDARD CITY CONDITfONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
COHO Apartments
[PRC 19-014i
01 78 39 - 4
PROJECT F:ECORD DOCLIMENTS
Page 4 of 3
The date of the bond shall not be prior to the date the Contract is aw<<rded.
CITY OF FORT WORTH COHG Apartments
STANDARD CITY CONDITIONS — DEVGLOPER AWARDED PROJECTS [PRC 19-0141
Revised January 31, 2012
IPRC 19-0141
01 7839-Z
PROJECT E2ECORD DOCUMENTS
Nage 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 statute.
4 IN WITNESS WHEREOF, the Principal and Surery have each SIG_vED and SEALED
5 this insriument by duly autl�orized agents and officers an this the_ 4th day of
6 February ,20 22 .
7
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13
PRINCIPAL:
DH Colt Construction Group, LLC
ATTEST: BY: �L�—`.
Signature
( incipal) Secretary
Witness as to Principal
ATTEST:
���)2 C;Oz.rGi�/�/,tT� �,2T�1lcYZ
Name and Title
Address: 1020 FM 983
Ferris, TX 75125
SURETY:
Hudson Insurance Company
� �
BY: � ; F :� f ��/ �
Signature
cx���C2�,ti,�i�
(5urety) Secretary
_ \`�t'"� �: U1-i; �i�; � �.. -� 1�t .1 h,� ; �%� �
Witness as to Surety
Amber Jones, Attorney-in-Fact
Name and Title
Address: 100 William Street, 5th Floor
New York. NY 10038
Telephone Number: (212) 978-2800
Note: If signed by an officer of the Surety, there must be on file a certified ext7 act from the bylaws
showing that this person has authority to sign such obligation. If Surer�+'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.
14 END OF SECTIOIri
CITY OF FORT WORTH
STANDARD CITY CONDITIONS -DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
COHO Apartmcncs
1PRC 19-0141
IPRC 19-0141
O l 78 39 - ?
PROJECT RECORD DOCUMENTS
T'age 2 of 3
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WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in p;art
upon receiving notice from the Developer and/or City of the need thereof at any time within the
Maintenance Period.
l�TOW THEREFORE, the condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by Developer or City, to a
completion satisfactory to the City, then this obligation shall become null and ��oid; otherv��ise to
remain in full force and effect.
PROVIDED, �IOWEVER, if Principal shall fail so to repair or recor�struct any timely
noticed defective Work, it is agreed that the Developer or City may cause a.ny and all such
defective Work to be repaired and/or reconstructed with all associated cost:> th�;reof being l�orne
by the Principal and the Surety under this Maintenance Bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern Dis��-ict of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
COHO P.partmcnts
IPRC 19-0141
D17839-3
PRO,IECT E2ECORD DOCUMENTS
i'age 3 of 3
IN WITNESS WHEREOF, the Principal and the Surety have eacb SIGNED .�nd SEALED this
2 instrument by duly authorized agents and officers on this the 4th duy �f
February , 20 22
�
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S
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IS
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ATTEST:
(T'2M-,��
incipal) Secretary
���
Witness as to Principal
ATTEST:
��i.�� '%�'�1�-Cl�cO
(Surety) Secretary
���,�C. :4i1 :i���:����• "���1�,�`il���..1,.Sb;
Witness as to Surety
PRINCIPAL:
DH Colt Construction Grou�, LLC
BY:
S ignature
�� �� i �hl�� t��,2rN�
Name and Tic �
Address: 1020 FM 983
Ferris, TX 75125
SURETY:
Hudson Insurance Company
� �
BY: i .�e .l^ ''`_
+
ignature ,
,`
Amber Jones, Attorney-in-Fac�
Name and Ticl�
Address: 100 William Street, 5th Floor
New York, NY 10038
Telephonc Number: �212 978-2800
*Note: If signed by an officer of the Surety Company, there must be on fle a certified extract
from the by-laws showing that this person has authority to si,;n :>uch obligation. If
Surety's physical address is different from its mailing address, botli must be prcvided.
The date of the bond shall not be prior to the date the Contract is av� arded.
CITY OF FOKT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PR07ECTS
Revised.Tanuary 31, 2012
COHO p,paRmcnts
IPRC 19-01�}1
i'��`��
f� � ��
� �UDS�):�1
,r� �•.\1'�. ,�:� i i.l'.��i �'
�+ L
POWER OF ATTORNEY
BondNumber: HA10103888
KNOW ALL MEN BY THESE PRESENTS: That HiTDSON INSURANCE COMPANY, a corporarion of the State of Delaware, with
offices at 100 William Street, New York, New York, 10038, has made, constituted and appointed, and by these presents, does make, consritute and
appoint
Amber Jones
of the State of TX
its true and lawful Attomey(s)-in-Fact, at New York, New York, each of them alone to have full power to act without the other or others, to make,
execute and deliver on its behalf, as Surety, bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as
aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single
bond or undertaking shall obligate said Company for any portion of the penal sum thereof in excess of the sum of
Si%ty-Four Thousand Su Hundred and Nine Dollars and Eighty-Four Cents
Such bonds and undertakings when duly executed by said Attorney(s)-in-Fact, shall be binding upon said Company as fully and to the same
extent as if signed by the President of said Company under its corporate seal attested by its Secretary.
In Witness Whereof, HUDSON INSURANCE COMPANY has caused these presents to be of its Senior Vice President thereunto duly
authorized, on this 23rd day of AuQust, 2021 at New York, New York.
tJS�soA seal}, HUDSON INSURANCE COMPANY �
_� �,...?�!� � ,'' � �
`�� �
i r �
, -�n . I
Attest....'��/l'i,(�� ����/�'�-�........ g r�V V�^�'' , �! ---
.................. .. y......................................................; ............
Dina Daskalalds Michael P. Cifone ;
Corporate Secretary Senior Vice President �i
STATE OF NEW YORK
COUNTY OF NEW YORK. SS.
On the 23rd day of August, 2021 before me personally came Michael P. Cifone to me ]mown, who being by me duly swom did depose and
say that he is a Senior Vice President of HUDSON INSURANCE COMPANY, the corporarion described herein and which executed the above instrument, that he
l�ows the seal of said Coiporarion, that the seal affixed to said instrument is such corporate seal, that it was so af£ixed by order of the Boazd of Directors of said
Corporation, and that he signed his name thereto by like order.
`,```�\��������r.O�''''',' N ����/�4.t�'
G
� _----._ 'p .
. - . � .....................................
(Notarial Seal) �� G2,�� '• �y� %� CAMERON GOURLAY
;`.� l� T-^� ,Q i` Notary Public, State of New York
_ ;
r ' - No.O1G06372305
- ; "- ; ' Qualified in New York County
- � ,� � : Commission Expires June 4, 2022
- t-' l� t-`• -
�= ���' _ _ _ _ _ --�o�'� CERTIFICATION
STATE OF NEW YORK ��''. �'% ,;r .�,��nl ����•+•
COUNTYOFNEWYORK �f��'�$5��,����e+��'+��
T1�e undersigned Dina Daskalakis hereby certifies:
That the original resolution, of which the following is a true and correct copy, was duly adopted by unanimous written consent of the Boazd of D'uectors of
Hudson Insuiance Company dated July 27�', 2007, and has not since been revoked, amended or modified:
"RESOLVED, that the President, ihe Execurive Vice Presidents, the Senior Vice Presidents and the Vice Presidents shall have the authority and
discretion, to appoint such agent or agents, or attomey or attomeys-in-fact, for the purpose of cazrying on this Company's surety business, and to
empower such agent or agents, or attomey or attomeys-in-fact, to execute and deliver, under this Company's seal or otherwise, bonds obligations, and
recognizances, whether made by this Company as surety thereon or othenvise, indemnity contracts, contracts and certificates, and any and all other
contracts and undertakings made in the course of this Company's surety business, and renewals, extensions, agreements, waivers, consents or stipularions
regazding undertakings so made; and
F'[JRTF�R RESOVLED, that the signature of any such Officer of the Company and the Company's seal may be affixed by facsimile to any power
of attorney or certification given for the execution of any bond, undertaking, recogni�ance, conuact of indemnity or other written obligation in the nature
thereof or related thereto, such signature and seal when so used whether heretofore or hereafter, being hereby adopted by the Company as the original
signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though
manually affixed."
THAT the above and foregoing is a full, true and correct copy of Power of Attomey issued by said Company, and of the whole of the original and that the
said Power of Attorney is srill in full force and effect and has not been revoked, and furthermore that the Resolution of the Board of Directors, set forth in the said
Power of Attomey is now in force.
Witness the hand of the undersigned and the seal of said Corporation this 4th day of February , 20 ZZ
`�. yCi'u'i�O a / i
( ;;� S�J. �' : �) � � - � -
,
b ' �
s���� �9' �� ;%'�J�' � ; .r�� � �
�.... i �
sy......................._................ - ........................
Dina Daskalakis, Corponte Secretary
1. IMPORTANT NOTICE
To obtain information or make a complaint:
2. You may contact your agent
3. You may call Hudson Insurance Company's toll-
free telephone number for information or to make a
complaint at:
1-800-388-3647
4. You may also write to Hudson Insurance
Company at:
100 William Street, 5th Floor
New York, NY 10038
5. You may contact the Texas Department of
tnsurance to obtain information on companies,
coverages, rights or complaints at:
1-800-252-3439
6. You may write the Texas Department of
Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(cr�.tdi.state.tx.us
7. PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning 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.
8. ATTACH THIS NOTICE TO YOUR POLICY:
This notice is for information only and does not
become a part or condition of the attached
document.
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja.
Puede comunicarse con su agente.
Usted puede Ilamar al numero de telefono gratis de
Hudson Insurance Company's para informacion o
para someter una queja al:
1-800-388-3647
Usted tambien puede escribir a Hudson Insurance
Company al:
100 William Street, 5th Floor
New York, NY 10038
Puede Comunicarse con el Departamento de
Seguros de Texas para obtener informacion acerca
de companias, coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(a�tdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con su agente primero.
Si no se resuelve la disputa, puede entonces
comunicarse con el departamento (TDI).
UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adjunto.
10December21IPRC 19-0141
10thDecember 21
017839-4
PROJECT RECORD DOCUMENTS
Page 4 of 3
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH COHO Apartments
STANDARD CITY CONDITIONS — DLVLLOPER AWARDED PROJECTS IPRC 19-0] 41
Revised January 31, 2012
10thDecember21IPRC 19-0141
10thDecember21
10thDecember21IPRC 19-0141
Ol 78 39 - 2
PROJECT RECORD DOCUMENTS
Page 2 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the Developer and/or City of the need thereof at any time within the
Maintenance Period.
NOW THEREFORE, the condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by Developer or City, to a
completion satisfactory to the City, then this obligation shall become null and void; otherwise to
remain in full force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed that the Developer or City may cause any and all such
defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
by the Principal and the Surety under this Maintenance Bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
C1TY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
COHO Aparhnents
IPRC 19-0141
10thDecember21
POA#� 4221049
JOINT LIMITED POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas and having i[s
principal office in the County of Harris, Texas and Markel Insurance Company (the "Company"), a corporation duly organized and existing under the laws of the state
of Illinois, and having its principal administrative office in Glen Allen, Virginia, does by these presents make, constitute and appoint:
Tony Fierro, Jay Jordan, Johnny Moss, Steven W. Searcey, Robert J. Shuya, Mistie Beck,
Jeremy Barnett, Robert G, Kanuth, Jade Porter, Jennifer Cisneros, Jarrett Willson, Jack Nottingham
Their true and lawful agent(s) and attorney(:)-in-fact, each in their separate capaciry if more than one is named above, to make, execute, seal and deliver for and on
their own behalf, individually as a surety orjointly, as co-sureties, and as their act and deed any and ail bonds and other undertaking in suretyship provided; however,
tliat the penal sum of any one such instrument executed hereunder shall not exceed the sum of:
Twenty Million and 00/100 Dollars ($20,000,000.00)
Thi; Power of Attorney is grented and is signed and sealed under and by the authority of the fallowing Resolutions adopted by the Board of Directors of SureTec
Insurance Company and Markel Insurance Company:
"P,ESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized [o execute
powers of attorney, and such authority can be executed by use of facsimile signature, which may he attested or acknowledged by any officer or attorney, of the
company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the SureTec
Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto."
IN WITNE55 WHEREOF, Markei Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be
signed by their duly authorized officers on the i�in day of Novemtar � zozo .
SureTec Insurance Company 5J'w"�"�C
�(�,.,X...9F�,o
Ur
�
w�w j�
BY. � �1 ... SfJ�
Michael C. Keimig, President � `•, '� .�
R
y4�4uunN *�n�+`"��
Commonwealth of Virginia
County of Henrico S5:
````SU��Nc�� � Markel Insura�ce Company
�` `?o�°�'r',o; r;� �r _.—.
Y� SEAL `•�: ��Lf��'�
=�d�. :�; ev:_ /'� � �%'
�i��'•�;CINO;S,' Y;
`� R in Russo, Senior Vice President
''���/Il�ltlllll\\`\
On this »�h day af Novemter, zozo A. D., before me, a Notary Public of the Commonwealth of Virginla, in and for the County of Henrico, duly commissioned and
qualified, came THE ABOVE OFFICERS OF THE COMPANIES, to me personally known to be the individuals and officers described in, who executed the preceding
instrument, and they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the sald companies aforesaid,
and that the seals affixed to the proceeding instrumen[ are the Corporete Seals of said Companies, and the said Corporate Seals and [heir signatures as officers were
duly affixed and suhscribed to the said Instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of
saidCompaniesreferredtointheprecedinginstrumentisnowinforce. ,�e�pe"�'���o��
IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed `Y.b e�� � rthe C�tyAf Henrico, [he day and year first above written.
��.���RMY �e`�2� '� L
- con�n�issioN = ��� � .�%1—
By: � � --
" n : NUh,19FR � Q e --
� p•, �_ � Donna Donavant, Notary Public
��'. 70Fs3968 .��' o My commission expires 1/31/2023
:��� �•/'• '•���`��
We, the undersigned Officers of SureTec Insurance Company and MarkeYyr�sU"r�fi ,y-p�C�r�{��y dQ�herby certify that the original PO�VER OF ATTORNEY of which the
foregoing is a full, true and correct copy is still in full force and effect and haShqt�l���r� r�yvk�d.
IN WITNE55 WHEREOF, we have hereunto set our hands, and affixed the Seals of said Companies, on the day of
Sur ec Insur ce C pan Markel Insurance Company
'� j� � ��
gy By: � � � � .• ''1
M. Br t Beaty, Assistant Secreta Richard R. Grinnan, Vice President an Seu ary T�
Any Instrument Issued in excess of the penalty stated above is totally void and without any validity. 4221049
For verif cation of the authority of this Power you may call (713)812-0800 on any business day between 8:30 AM and 5:00 PM CST.
SureTec Insurance Company
THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION
FORCE MAJEURE RIDER
The obligations of the Surety and Principal under the Bond or Bonds to which this Rider is
annexed are subject to the following limitations and conditions, to wit: that, it is a condition
precedent to their liability hereunder that the contractual obligation (the contract or
subcontract, as the case may be, being referred to in this Rider as the "Contract") between
the Principal and the Obligee underlying this Bond includes (or shall be considered amended
to include) a Force Majeure exclusion holding that the Principal and its Sureties shall not be
held liable under this Bond or under the Contract for any impacts, delays, defaults, or
damages related to Principal's work arising from, or related to epidemics, pandemics,
medical emergencies, supply line interruptions, or natural disasters impacting the work
required by the Contract, regardless of where such events occur, acts of God, terrorism,
war, acts of government or administrative suspension, limitation, or shut-down, or the
direct or indirect consequences or aftermath of any of the foregoing, and the Contract
further provides that the Principal shall be entitled to an extension of the Contract Time and
an equitable adjustment of the Contract Price, as a result of any of the exclusions
heretofore cited. In the event the provisions for force majeure, time extensions, or
equitable adjustment for time and money are more favorable to Principal in the Contract,
than in this Rider, the more favorable shall apply.
Revised 3-2009
SureTec Insurance Company
IMPORTANT NOTICE
Statutory Complaint Notice/Filing of Claims
To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make
a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at:
SureTec Insurance Company
9737 Great Hills Trail, Suite 320
Austin, TX 78759
You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints
at 1-800-252- 3439. You may write the Texas Department of Insurance at:
PO Box 149104
Austin, TX 78714-9104
Fax#: 512-490-1007
Web: http://www.tdi.texas.qov
Email: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should
contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance.
Twcas Rider 8/2019
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects IPRC 19-0141
Revised December 20, 2012
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology 1
1.1 Defined Terms ............................................................................................................................... 1
1.2 Terminology .................................................................................................................................. 5
Article 2 – Preliminary Matters 6
2.1 Before Starting Construction ........................................................................................................ 6
2.2 Preconstruction Conference .......................................................................................................... 6
2.3 Public Meeting .............................................................................................................................. 6
Article 3 – Contract Documents and Amending 6
3.1 Reference Standards ...................................................................................................................... 6
3.2 Amending and Supplementing Contract Documents ................................................................... 6
Article 4 – Bonds and Insurance 7
4.1 Licensed Sureties and Insurers ...................................................................................................... 7
4.2 Performance, Payment, and Maintenance Bonds ......................................................................... 7
4.3 Certificates of Insurance ............................................................................................................... 7
4.4 Contractor’s Insurance .................................................................................................................. 9
4.5 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12
Article 5 – Contractor’s Responsibilities 12
5.1 Supervision and Superintendent ................................................................................................. 12
5.2 Labor; Working Hours ................................................................................................................ 13
5.3 Services, Materials, and Equipment ........................................................................................... 13
5.4 Project Schedule .......................................................................................................................... 14
5.5 Substitutes and “Or-Equals” ....................................................................................................... 14
5.6 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ...................................... 16
5.7 Concerning Subcontractors, Suppliers, and Others .................................................................... 16
5.8 Wage Rates .................................................................................................................................. 18
5.9 Patent Fees and Royalties ........................................................................................................... 19
5.10 Laws and Regulations ................................................................................................................. 19
5.11 Use of Site and Other Areas ........................................................................................................ 19
5.12 Record Documents ...................................................................................................................... 20
5.13 Safety and Protection .................................................................................................................. 21
5.14 Safety Representative .................................................................................................................. 21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Contractor’s General Warranty and Guarantee ........................................................................... 23
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects IPRC 19-0141
Revised December 20, 2012
5.18 Indemnification ........................................................................................................................... 24
5.19 Delegation of Professional Design Services ............................................................................... 24
5.20 Right to Audit: ............................................................................................................................. 25
5.21 Nondiscrimination. ...................................................................................................................... 25
Article 6 – Other Work at the Site ................................................................................................................... 26
6.01 Related Work at Site ................................................................................................................... 26
Article 7 – City’s Responsibilities. .................................................................................................................. 26
7.1 Inspections, Tests, and Approvals ............................................................................................... 26
7.2 Limitations on City’s Responsibilities ........................................................................................ 26
7.3 Compliance with Safety Program ............................................................................................... 27
Article 8 – City’s Observation Status During Construction ............................................................................ 27
8.1 City’s Project Representative ...................................................................................................... 27
8.2 Authorized Variations in Work ................................................................................................... 27
8.3 Rejecting Defective Work ........................................................................................................... 27
8.4 Determinations for Work Performed .......................................................................................... 28
Article 9 – Changes in the Work ..................................................................................................................... 28
9.1 Authorized Changes in the Work ................................................................................................ 28
9.2 Notification to Surety .................................................................................................................. 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................. 28
10.1 Change of Contract Price ............................................................................................................ 28
10.2 Change of Contract Time ............................................................................................................ 28
10.3 Delays .......................................................................................................................................... 28
Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ....................... 29
11.1 Notice of Defects ......................................................................................................................... 29
11.2 Access to Work ........................................................................................................................... 29
11.3 Tests and Inspections .................................................................................................................. 29
11.4 Uncovering Work ........................................................................................................................ 30
11.5 City May Stop the Work ............................................................................................................. 30
11.6 Correction or Removal of Defective Work ................................................................................ 30
11.7 Correction Period ........................................................................................................................ 30
11.8 City May Correct Defective Work .............................................................................................. 31
Article 12 – Completion .................................................................................................................................. 32
12.1 Contractor’s Warranty of Title .................................................................................................... 32
12.2 Partial Utilization ........................................................................................................................ 32
12.3 Final Inspection ........................................................................................................................... 32
12.4 Final Acceptance ......................................................................................................................... 33
Article 13 – Suspension of Work ..................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................. 33
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Article 14 – Miscellaneous .............................................................................................................................. 34
14.1 Giving Notice .............................................................................................................................. 34
14.2 Computation of Times ................................................................................................................ 34
14.3 Cumulative Remedies ................................................................................................................. 34
14.4 Survival of Obligations ............................................................................................................... 35
14.5 Headings ...................................................................................................................................... 35
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ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.1 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw – City’s on-line, electronic document management and collaboration system.
5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A
CFA may include private facilities within the right-of-way dedicated as private right-of- way
or easement on a recorded plat.
8. Contract—The entire and integrated written document incorporating the Contract Documents
between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes
prior negotiations, representations, or agreements, whether written or oral.
9. Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
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b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form (If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor—The individual or entity with whom Developer has entered into the Agreement.
11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
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16. Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans – See definition of Drawings.
24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25. Project—The Work to be performed under the Contract Documents.
26. Project Representative—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
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30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto. Specifications
may be specifically made a part of the Contract Documents by attachment or, if not attached,
may be incorporated by reference as indicated in the Table of Contents (Division 00 00
00) of each Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes,
vaults, tanks, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control
systems.
40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
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41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field Order,
and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.2 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
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ARTICLE 2 – PRELIMINARY MATTERS
2.1 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.2 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.3 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.1 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.2 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
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1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.1 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.2 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.3 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of insurance
requested by City or any other additional insured) which Contractor is required to purchase and
maintain.
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1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such insurance
coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.4 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide protection
from claims set forth below which may arise out of or result from Contractor’s performance
of the Work and Contractor’s other obligations under the Contract Documents, whether it is
to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly
employed by any of them to perform any of the Work, or by anyone for whose acts any of them
may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services
Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other
insurance or self-insurance programs afforded to the City. The Commercial General Liability
policy, shall have no exclusions by endorsements that would alter of nullify premises/operations,
products/completed operations, contractual, personal injury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance) making
the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for
whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in an
amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
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1) $1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and operated
by: Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a “Right of Entry Agreement” with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right-of-entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor’s use of private and/or construction access roads crossing said railroad company’s
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor’s operations and work cross, occupy, or touch railroad property:
a. General Aggregate:
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence:
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.5 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.1 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.2 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.3 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.4 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.5 Substitutes and “Or-Equals”
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or “or-equal” item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an “or-equal” item, in which
case review and approval of the proposed item may, in City’s sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City’s sole discretion an item of material or equipment proposed by Contractor does
not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.6 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types requiring
pre-qualification
5.7 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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Required for this Contract.
Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
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binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.8 Wage Rates
Required for this Contract.
Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City’s determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants
as the difference between wages paid and wages due under the prevailing wage rates, such
amounts being subtracted from successive progress payments pending a final determination of the
violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.9 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor
shall keep the Site and other areas free from accumulations of waste materials, rubbish, and
other debris. Removal and disposal of such waste materials, rubbish, and other debris shall
conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City’s safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any,
with which City’s employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor’s designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City’s review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City’s Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals
acceptable to City. City’s review and acceptance will be only to determine if the items covered by the
submittals will, after installation or incorporation in the Work, conform to the information given in
the Contract Documents and be compatible with the design concept of the completed Project as
a functioning whole as indicated by the Contract Documents.
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2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City’s review and acceptance shall not relieve Contractor from responsibility for any variation
from the requirements of the Contract Documents unless Contractor has complied with the
requirements of Section 01 33 00 and City has given written acceptance of each such
variation by specific written notation thereof incorporated in or accompanying the
Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor’s General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warranty and guarantee.
B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor’s obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City’s
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City contractors,
proper and safe access to the Site, provide a reasonable opportunity for the introduction and
storage of materials and equipment and the execution of such other work, and properly coordinate
the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may
be required to properly connect or otherwise make its several parts come together and properly
integrate with such other work. Contractor shall not endanger any work of others by cutting,
excavating, or otherwise altering such work; provided, however, that Contractor may cut or
alter others' work with the written consent of City and the others whose work will be affected.
C. If the proper execution or results of any part of Contractor’s Work depends upon work performed
by others under this Article 7, Contractor shall inspect such other work and promptly report to
City in writing any delays, defects, or deficiencies in such other work that render it unavailable
or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so
report will constitute an acceptance of such other work as fit and proper for integration
with Contractor’s Work except for latent defects in the work provided by others.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.1 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.2 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.3 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.1 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations, City’s Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.2 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.3 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.4 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.1 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a Participating Change Order which may or may not precede an order of Extra
work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.2 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.1 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City participation.
10.2 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.3 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages
(including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals
and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection
with any other project or anticipated project.
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ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.1 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.2 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.3 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.4 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City,
it must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.5 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.6 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an
acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected
by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all
claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute
resolution costs) arising out of or relating to such correction or removal (including but not limited to all
costs of repair or replacement of work of others). Failure to require the removal of any defective Work
shall not constitute acceptance of such Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor
shall take no action that would void or otherwise impair City’s special warranty and guarantee, if any, on
said Work.
11.7 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be
prescribed by the terms of any applicable special guarantee required by the Contract
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Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.8 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.1 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.2 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of
the Work which has specifically been identified in the Contract Documents, or which City, determines
constitutes a separately functioning and usable part of the Work that can be used by City for its
intended purpose without significant interference with Contractor’s performance of the remainder of the
Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of
the Work which City determines to be ready for its intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work
ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor
shall make an inspection of that part of the Work to determine its status of completion. If City
does not consider that part of the Work to be substantially complete, City will notify Contractor in
writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.3 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract
Documents:
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1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.4 Final Acceptance
A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
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available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.1 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.2 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.3 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
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14.4 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.5 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
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SECTION 01 11 00 1
SUMMARY OF WORK 2
GENERAL 3
SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
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b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
All Work shall be in accordance with railroad requirements set forth in Division 6
0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, 17
plants, lawns, fences, culverts, curbing, and all other types of structures or 18
improvements, to all water, sewer, and gas lines, to all conduits, overhead pole 19
lines, or appurtenances thereof, including the construction of temporary fences 20
and to all other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or 22
private lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of 24
the Work. 25
b. Notices shall be applicable to both public and private utility companies and 26
any corporation, company, individual, or other, either as owners or 27
occupants, whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character 29
resulting from any act, omission, neglect, or misconduct in the manner or 30
method or execution of the Work, or at any time due to defective work, 31
material, or equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the 34
Project to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the 36
Work is not in progress and when the site is vacated overnight, and/or at all 37
times to provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
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Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August 30, 2013
SECTION 01 31 19 1
PRECONSTRUCTION MEETING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provisions for the preconstruction meeting to be held prior to the start of Work to 6
clarify construction contract administration procedures 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. No construction schedule required unless requested by the City. 9
C. Related Specification Sections include, but are not necessarily limited to: 10
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11
2. Division 1 – General Requirements 12
1.2 PRICE AND PAYMENT PROCEDURES 13
A. Measurement and Payment 14
1. Work associated with this Item is considered subsidiary to the various items bid. 15
No separate payment will be allowed for this Item. 16
1.3 REFERENCES [NOT USED] 17
1.4 ADMINISTRATIVE REQUIREMENTS 18
A. Coordination 19
1. Attend preconstruction meeting. 20
2. Representatives of Contractor, subcontractors and suppliers attending meetings 21
shall be qualified and authorized to act on behalf of the entity each represents. 22
3. Meeting administered by City may be tape recorded. 23
a. If recorded, tapes will be used to prepare minutes and retained by City for 24
future reference. 25
B. Preconstruction Meeting 26
1. A preconstruction meeting will be held within 14 days after the delivery of the 27
distribution package to the City. 28
The meeting will be scheduled and administered by the City. 29
2. The Project Representative will preside at the meeting, prepare the notes of the 30
meeting and distribute copies of same to all participants who so request by fully 31
completing the attendance form to be circulated at the beginning of the meeting. 32
3. Attendance shall include: 33
a. Developer and Consultant 34
b. Contractor's project manager 35
c. Contractor's superintendent 36
d. Any subcontractor or supplier representatives whom the Contractor may 37
desire to invite or the City may request 38
39
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August 30, 2013
e. Other City representatives 1
f. Others as appropriate 2
4. Preliminary Agenda may include: 3
a. Introduction of Project Personnel 4
b. General Description of Project 5
c. Status of right-of-way, utility clearances, easements or other pertinent permits 6
d. Contractor’s work plan and schedule 7
e. Contract Time 8
f. Notice to Proceed 9
g. Construction Staking 10
h. Progress Payments 11
i. Extra Work and Change Order Procedures 12
j. Field Orders 13
k. Disposal Site Letter for Waste Material 14
l. Insurance Renewals 15
m. Payroll Certification 16
n. Material Certifications and Quality Control Testing 17
o. Public Safety and Convenience 18
p. Documentation of Pre-Construction Conditions 19
q. Weekend Work Notification 20
r. Legal Holidays 21
s. Trench Safety Plans 22
t. Confined Space Entry Standards 23
u. Coordination with the City’s representative for operations of existing water 24
systems 25
v. Storm Water Pollution Prevention Plan 26
w. Coordination with other Contractors 27
x. Early Warning System 28
y. Contractor Evaluation 29
z. Special Conditions applicable to the project 30
aa. Damages Claims 31
bb. Submittal Procedures 32
cc. Substitution Procedures 33
dd. Correspondence Routing 34
ee. Record Drawings 35
ff. Temporary construction facilities 36
gg. MBE/SBE procedures 37
hh. Final Acceptance 38
ii. Final Payment 39
jj. Questions or Comments 40
41
42
43
44
45
46
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August 30, 2013
1
2
3
4
1.5 SUBMITTALS [NOT USED] 5
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 6
1.7 CLOSEOUT SUBMITTALS [NOT USED] 7
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8
1.9 QUALITY ASSURANCE [NOT USED] 9
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 10
1.11 FIELD [SITE] CONDITIONS [NOT USED] 11
1.12 WARRANTY [NOT USED] 12
PART 2 - PRODUCTS [NOT USED] 13
PART 3 - EXECUTION [NOT USED] 14
END OF SECTION 15
16
Revision Log
DATE NAME SUMMARY OF CHANGE
17
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August 30, 2013
SECTION 01 33 00 1
DAP SUBMITTALS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. General methods and requirements of submissions applicable to the following Work-6
related submittals: 7
a. Shop Drawings 8
b. Product Data (including Standard Product List submittals) 9
c. Samples 10
d. Mock Ups 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various items bid. No 19
separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Coordination 23
1. Notify the City in writing, at the time of submittal, of any deviations in the submittals 24
from the requirements of the Contract Documents. 25
2. Coordination of Submittal Times 26
a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing 27
the related Work or other applicable activities, or within the time specified in the 28
individual Work Sections, of the Specifications. 29
b. Contractor is responsible such that the installation will not be delayed by processing 30
times including, but not limited to: 31
a) Disapproval and resubmittal (if required) 32
b) Coordination with other submittals 33
c) Testing 34
d) Purchasing 35
e) Fabrication 36
f) Delivery 37
Similar sequenced activities 38
c. No extension of time will be authorized because of the Contractor's failure to 39
transmit submittals sufficiently in advance of the Work. 40
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August 30, 2013
d. Make submittals promptly in accordance with approved schedule, and in such 1
sequence as to cause no delay in the Work or in the work of any other contractor. 2
B. Submittal Numbering 3
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-4
reference identification numbering system in the following manner: 5
a. Use the first 6 digits of the applicable Specification Section Number. 6
b. For the next 2 digits number use numbers 01-99 to sequentially number each 7
initial separate item or drawing submitted under each specific Section number. 8
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 9
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 10
submittal number would be as follows: 11
12
03 30 00-08-B 13
14
1) 03 30 00 is the Specification Section for Concrete 15
2) 08 is the eighth initial submittal under this Specification Section 16
3) B is the third submission (second resubmission) of that particular shop 17
drawing 18
C. Contractor Certification 19
1. Review shop drawings, product data and samples, including those by 20
subcontractors, prior to submission to determine and verify the following: 21
a. Field measurements 22
b. Field construction criteria 23
c. Catalog numbers and similar data 24
d. Conformance with the Contract Documents 25
2. Provide each shop drawing, sample and product data submitted by the Contractor 26
with a Certification Statement affixed including: 27
a. The Contractor's Company name 28
b. Signature of submittal reviewer 29
c. Certification Statement 30
1) “By this submittal, I hereby represent that I have determined and verified 31
field measurements, field construction criteria, materials, dimensions, 32
catalog numbers and similar data and I have checked and coordinated each 33
item with other applicable approved shop drawings." 34
D. Submittal Format 35
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 36
2. Bind shop drawings and product data sheets together. 37
3. Order 38
a. Cover Sheet 39
1) Description of Packet 40
2) Contractor Certification 41
b. List of items / Table of Contents 42
c. Product Data /Shop Drawings/Samples /Calculations 43
E. Submittal Content 44
1. The date of submission and the dates of any previous submissions 45
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August 30, 2013
2. The Project title and number 1
3. Contractor identification 2
4. The names of: 3
a. Contractor 4
b. Supplier 5
c. Manufacturer 6
5. Identification of the product, with the Specification Section number, page and 7
paragraph(s) 8
6. Field dimensions, clearly identified as such 9
7. Relation to adjacent or critical features of the Work or materials 10
8. Applicable standards, such as ASTM or Federal Specification numbers 11
9. Identification by highlighting of deviations from Contract Documents 12
10. Identification by highlighting of revisions on resubmittals 13
11. An 8-inch x 3-inch blank space for Contractor and City stamps 14
F. Shop Drawings 15
1. As specified in individual Work Sections includes, but is not necessarily limited to: 16
a. Custom-prepared data such as fabrication and erection/installation (working) 17
drawings 18
b. Scheduled information 19
c. Setting diagrams 20
d. Actual shopwork manufacturing instructions 21
e. Custom templates 22
f. Special wiring diagrams 23
g. Coordination drawings 24
h. Individual system or equipment inspection and test reports including: 25
1) Performance curves and certifications 26
i. As applicable to the Work 27
2. Details 28
a. Relation of the various parts to the main members and lines of the structure 29
b. Where correct fabrication of the Work depends upon field measurements 30
Provide such measurements and note on the drawings prior to submitting for 31
approval. 32
G. Product Data 33
1. For submittals of product data for products included on the City’s Standard Product 34
List, clearly identify each item selected for use on the Project. 35
2. For submittals of product data for products not included on the City’s Standard 36
Product List, submittal data may include, but is not necessarily limited to: 37
a. Standard prepared data for manufactured products (sometimes referred to as 38
catalog data) 39
1) Such as the manufacturer's product specification and installation instructions 40
2) Availability of colors and patterns 41
3) Manufacturer's printed statements of compliances and applicability 42
4) Roughing-in diagrams and templates 43
5) Catalog cuts 44
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August 30, 2013
6) Product photographs 1
7) Standard wiring diagrams 2
8) Printed performance curves and operational-range diagrams 3
9) Production or quality control inspection and test reports and certifications 4
10) Mill reports 5
11) Product operating and maintenance instructions and recommended spare-parts 6
listing and printed product warranties 7
12) As applicable to the Work 8
H. Samples 9
1. As specified in individual Sections, include, but are not necessarily limited to: 10
a. Physical examples of the Work such as: 11
1) Sections of manufactured or fabricated Work 12
2) Small cuts or containers of materials 13
3) Complete units of repetitively used products color/texture/pattern swatches and 14
range sets 15
4) Specimens for coordination of visual effect 16
5) Graphic symbols and units of Work to be used by the City for independent 17
inspection and testing, as applicable to the Work 18
I. Do not start Work requiring a shop drawing, sample or product data nor any material to be 19
fabricated or installed prior to the approval or qualified approval of such item. 20
1. Fabrication performed, materials purchased or on-site construction accomplished which 21
does not conform to approved shop drawings and data is at the Contractor's risk. 22
2. The City will not be liable for any expense or delay due to corrections or remedies 23
required to accomplish conformity. 24
3. Complete project Work, materials, fabrication, and installations in conformance with 25
approved shop drawings, applicable samples, and product data. 26
J. Submittal Distribution 27
1. Electronic Distribution 28
a. Confirm development of Project directory for electronic submittals to be uploaded 29
to City’s Buzzsaw site, or another external FTP site approved by the City. 30
b. Shop Drawings 31
1) Upload submittal to designated project directory and notify appropriate City 32
representatives via email of submittal posting. 33
2) Hard Copies 34
a) 3 copies for all submittals 35
b) If Contractor requires more than 1 hard copy of Shop Drawings returned, 36
Contractor shall submit more than the number of copies listed above. 37
c. Product Data 38
1) Upload submittal to designated project directory and notify appropriate City 39
representatives via email of submittal posting. 40
2) Hard Copies 41
a) 3 copies for all submittals 42
d. Samples 43
1) Distributed to the Project Representative 44
2. Hard Copy Distribution (if required in lieu of electronic distribution) 45
46
47
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August 30, 2013
a. Shop Drawings 1
1) Distributed to the City 2
2) Copies 3
a. 8 copies for mechanical submittals 4
b. 7 copies for all other submittals 5
c. If Contractor requires more than 3 copies of Shop Drawings returned, 6
Contractor shall submit more than the number of copies listed above. 7
b. Product Data 8
1) Distributed to the City 9
2) Copies 10
a) 4 copies 11
c. Samples 12
1) Distributed to the Project Representative 13
2) Copies 14
a) Submit the number stated in the respective Specification Sections. 15
3. Distribute reproductions of approved shop drawings and copies of approved product 16
data and samples, where required, to the job site file and elsewhere as directed by 17
the City. 18
a. Provide number of copies as directed by the City but not exceeding the number 19
previously specified. 20
K. Submittal Review 21
1. The review of shop drawings, data and samples will be for general conformance with 22
the design concept and Contract Documents. This is not to be construed as: 23
a. Permitting any departure from the Contract requirements 24
b. Relieving the Contractor of responsibility for any errors, including details, 25
dimensions, and materials 26
c. Approving departures from details furnished by the City, except as otherwise 27
provided herein 28
2. The review and approval of shop drawings, samples or product data by the City does 29
not relieve the Contractor from his/her responsibility with regard to the fulfillment of 30
the terms of the Contract. 31
a. All risks of error and omission are assumed by the Contractor, and the City will 32
have no responsibility therefore. 33
3. The Contractor remains responsible for details and accuracy, for coordinating the Work 34
with all other associated work and trades, for selecting fabrication processes, for 35
techniques of assembly and for performing Work in a safe manner. 36
4. If the shop drawings, data or samples as submitted describe variations and show a 37
departure from the Contract requirements which City finds to be in the interest of the 38
City and to be so minor as not to involve a change in Contract Price or time for 39
performance, the City may return the reviewed drawings without noting an exception. 40
5. Submittals will be returned to the Contractor under 1 of the following codes: 41
a. Code 1 42
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 43
comments on the submittal. 44
a. When returned under this code the Contractor may release the equipment 45
and/or material for manufacture. 46
b. Code 2 47
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August 30, 2013
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the 1
notations and comments IS NOT required by the Contractor. 2
a. The Contractor may release the equipment or material for manufacture; 3
however, all notations and comments must be incorporated into the final 4
product. 5
c. Code 3 6
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned 7
when notations and comments are extensive enough to require a resubmittal of 8
the package. 9
a) The Contractor may release the equipment or material for manufacture; 10
however, all notations and comments must be incorporated into the final 11
product. 12
b) This resubmittal is to address all comments, omissions and non-conforming 13
items that were noted. 14
c) Resubmittal is to be received by the City within 15 Calendar Days of the 15
date of the City's transmittal requiring the resubmittal. 16
d. Code 4 17
1) "NOT APPROVED" is assigned when the submittal does not meet the intent of 18
the Contract Documents. 19
a) The Contractor must resubmit the entire package revised to bring the 20
submittal into conformance. 21
b) It may be necessary to resubmit using a different manufacturer/vendor to 22
meet the Contract Documents. 23
6. Resubmittals 24
a. Handled in the same manner as first submittals 25
1) Corrections other than requested by the City 26
2) Marked with revision triangle or other similar method 27
a) At Contractor’s risk if not marked 28
b. Submittals for each item will be reviewed no more than twice at the City’s expense. 29
1) All subsequent reviews will be performed at times convenient to the City and at 30
the Contractor's expense, based on the City's or City Representative’s then 31
prevailing rates. 32
2) Provide Contractor reimbursement to the City within 30 Calendar Days for all 33
such fees invoiced by the City. 34
c. The need for more than 1 resubmission or any other delay in obtaining City's 35
review of submittals, will not entitle the Contractor to an extension of Contract 36
Time. 37
7. Partial Submittals 38
a. City reserves the right to not review submittals deemed partial, at the City’s 39
discretion. 40
b. Submittals deemed by the City to be not complete will be returned to the 41
Contractor, and will be considered "Not Approved" until resubmitted. 42
c. The City may at its option provide a list or mark the submittal directing the 43
Contractor to the areas that are incomplete. 44
8. If the Contractor considers any correction indicated on the shop drawings to constitute a 45
change to the Contract Documents, then written notice must be provided thereof to the 46
Developer at least 7 Calendar Days prior to release for manufacture. 47
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August 30, 2013
9. When the shop drawings have been completed to the satisfaction of the City, the 1
Contractor may carry out the construction in accordance therewith and no further 2
changes therein except upon written instructions from the City. 3
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 4
following receipt of submittal by the City. 5
L. Mock ups 6
1. Mock Up units as specified in individual Sections, include, but are not necessarily 7
limited to, complete units of the standard of acceptance for that type of Work to be used 8
on the Project. Remove at the completion of the Work or when directed. 9
M. Qualifications 10
If specifically required in other Sections of these Specifications, submit a P.E. Certification 11
for each item required. 12
N. Request for Information (RFI) 13
1. Contractor Request for additional information 14
a. Clarification or interpretation of the contract documents 15
b. When the Contractor believes there is a conflict between Contract Documents 16
c. When the Contractor believes there is a conflict between the Drawings and 17
Specifications 18
1) Identify the conflict and request clarification 19
2. Sufficient information shall be attached to permit a written response without further 20
information. 21
22
23
24
25
1.5 SUBMITTALS [NOT USED] 26
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27
1.7 CLOSEOUT SUBMITTALS [NOT USED] 28
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29
1.9 QUALITY ASSURANCE [NOT USED] 30
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31
1.11 FIELD [SITE] CONDITIONS [NOT USED] 32
1.12 WARRANTY [NOT USED] 33
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August 30, 2013
1
2
3
4
PART 2 – PRODUCTS [NOT USED] 5
PART 3 - EXECUTION [NOT USED] 6
END OF SECTION 7
8
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
9
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedures for special project circumstances that includes, but is not limited to: 6
a. Coordination with the Texas Department of Transportation 7
b. Work near High Voltage Lines 8
c. Confined Space Entry Program 9
d. Air Pollution Watch Days 10
e. Use of Explosives, Drop Weight, Etc. 11
f. Water Department Notification 12
g. Public Notification Prior to Beginning Construction 13
h. Coordination with United States Army Corps of Engineers 14
i. Coordination within Railroad permits areas 15
j. Dust Control 16
k. Employee Parking 17
l. {Coordination with North Central Texas Council of Governments Clean 18
Construction Specification [remove if not required]} 19
B. Deviations from this City of Fort Worth Standard Specification 20
1. None. 21
C. Related Specification Sections include, but are not necessarily limited to: 22
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 23
2. Division 1 – General Requirements 24
3. Section 33 12 25 – Connection to Existing Water Mains 25
26
1.2 REFERENCES 27
A. Reference Standards 28
1. Reference standards cited in this Specification refer to the current reference standard 29
published at the time of the latest revision date logged at the end of this Specification, 30
unless a date is specifically cited. 31
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High 32
Voltage Overhead Lines. 33
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 34
Specification 35
1.3 ADMINISTRATIVE REQUIREMENTS 36
A. Coordination with the Texas Department of Transportation 37
1. When work in the right-of-way which is under the jurisdiction of the Texas Department 38
of Transportation (TxDOT): 39
a. Notify the Texas Department of Transportation prior to commencing any work 40
therein in accordance with the provisions of the permit 41
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b. All work performed in the TxDOT right-of-way shall be performed in compliance 1
with and subject to approval from the Texas Department of Transportation 2
B. Work near High Voltage Lines 3
1. Regulatory Requirements 4
a. All Work near High Voltage Lines (more than 600 volts measured between 5
conductors or between a conductor and the ground) shall be in accordance with 6
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 7
2. Warning sign 8
a. Provide sign of sufficient size meeting all OSHA requirements. 9
3. Equipment operating within 10 feet of high voltage lines will require the following 10
safety features 11
a. Insulating cage-type of guard about the boom or arm 12
b. Insulator links on the lift hook connections for back hoes or dippers 13
c. Equipment must meet the safety requirements as set forth by OSHA and the safety 14
requirements of the owner of the high voltage lines 15
4. Work within 6 feet of high voltage electric lines 16
a. Notification shall be given to: 17
1) The power company (example: ONCOR) 18
a) Maintain an accurate log of all such calls to power company and record 19
action taken in each case. 20
b. Coordination with power company 21
1) After notification coordinate with the power company to: 22
a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower 23
the lines 24
c. No personnel may work within 6 feet of a high voltage line before the above 25
requirements have been met. 26
C. Confined Space Entry Program 27
1. Provide and follow approved Confined Space Entry Program in accordance with OSHA 28
requirements. 29
2. Confined Spaces include: 30
a. Manholes 31
b. All other confined spaces in accordance with OSHA’s Permit Required for 32
Confined Spaces 33
D. Use of Explosives, Drop Weight, Etc. 34
1. When Contract Documents permit on the project the following will apply: 35
a. Public Notification 36
1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior 37
to commencing. 38
2) Minimum 24 hour public notification in accordance with Section 01 31 13 39
E. Water Department Coordination 40
41
1. During the construction of this project, it will be necessary to deactivate, for a 42
period of time, existing lines. The Contractor shall be required to coordinate with 43
the Water Department to determine the best times for deactivating and activating 44
those lines. 45
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CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August, 30, 2013
2. Coordinate any event that will require connecting to or the operation of an existing 1
City water line system with the City’s representative. 2
a. Coordination shall be in accordance with Section 33 12 25. 3
b. If needed, obtain a hydrant water meter from the Water Department for use 4
during the life of named project. 5
c. In the event that a water valve on an existing live system be turned off and 6
on to accommodate the construction of the project is required, coordinate 7
this activity through the appropriate City representative. 8
1) Do not operate water line valves of existing water system. 9
a) Failure to comply will render the Contractor in violation of Texas 10
Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the 11
Contractor will be prosecuted to the full extent of the law. 12
b) In addition, the Contractor will assume all liabilities and 13
responsibilities as a result of these actions. 14
F. Public Notification Prior to Beginning Construction 15
1. Prior to beginning construction on any block in the project, on a block by block 16
basis, prepare and deliver a notice or flyer of the pending construction to the front 17
door of each residence or business that will be impacted by construction. The notice 18
shall be prepared as follows: 19
a. Post notice or flyer 7 days prior to beginning any construction activity on each 20
block in the project area. 21
1) Prepare flyer on the Contractor’s letterhead and include the following 22
information: 23
a) Name of Project 24
b) City Project No (CPN) 25
c) Scope of Project (i.e. type of construction activity) 26
d) Actual construction duration within the block 27
e) Name of the contractor’s foreman and phone number 28
f) Name of the City’s inspector and phone number 29
g) City’s after-hours phone number 30
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit A. 31
3) Submit schedule showing the construction start and finish time for each block 32
of the project to the inspector. 33
4) Deliver flyer to the City Inspector for review prior to distribution. 34
b. No construction will be allowed to begin on any block until the flyer is delivered to 35
all residents of the block. 36
G. Public Notification of Temporary Water Service Interruption during Construction 37
1. In the event it becomes necessary to temporarily shut down water service to 38
residents or businesses during construction, prepare and deliver a notice or flyer of 39
the pending interruption to the front door of each affected resident. 40
2. Prepared notice as follows: 41
a. The notification or flyer shall be posted 24 hours prior to the temporary 42
interruption. 43
b. Prepare flyer on the contractor’s letterhead and include the following information: 44
1) Name of the project 45
2) City Project Number 46
3) Date of the interruption of service 47
4) Period the interruption will take place 48
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August, 30, 2013
5) Name of the contractor’s foreman and phone number 1
6) Name of the City’s inspector and phone number 2
c. A sample of the temporary water service interruption notification is attached as 3
Exhibit B. 4
d. Deliver a copy of the temporary interruption notification to the City inspector for 5
review prior to being distributed. 6
e. No interruption of water service can occur until the flyer has been delivered to all 7
affected residents and businesses. 8
f. Electronic versions of the sample flyers can be obtained from the Project 9
Construction Inspector. 10
H. Coordination with United States Army Corps of Engineers (USACE) 11
1. At locations in the Project where construction activities occur in areas where USACE 12
permits are required, meet all requirements set forth in each designated permit. 13
I. Coordination within Railroad Permit Areas 14
1. At locations in the project where construction activities occur in areas where railroad 15
permits are required, meet all requirements set forth in each designated railroad permit. 16
This includes, but is not limited to, provisions for: 17
a. Flagmen 18
b. Inspectors 19
c. Safety training 20
d. Additional insurance 21
e. Insurance certificates 22
f. Other employees required to protect the right-of-way and property of the Railroad 23
Company from damage arising out of and/or from the construction of the project. 24
Proper utility clearance procedures shall be used in accordance with the permit 25
guidelines. 26
2. Obtain any supplemental information needed to comply with the railroad’s 27
requirements. 28
J. Dust Control 29
1. Use acceptable measures to control dust at the Site. 30
a. If water is used to control dust, capture and properly dispose of waste water. 31
b. If wet saw cutting is performed, capture and properly dispose of slurry. 32
K. Employee Parking 33
1. Provide parking for employees at locations approved by the City. 34
L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 35
Construction Specification [if required for the project] 36
1. Comply with equipment, operational, reporting and enforcement requirements set forth 37
in NCTCOG’s Clean Construction Specification.} 38
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August, 30, 2013
1.4 SUBMITTALS [NOT USED] 1
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.6 CLOSEOUT SUBMITTALS [NOT USED] 3
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.8 QUALITY ASSURANCE [NOT USED] 5
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.10 FIELD [SITE] CONDITIONS [NOT USED] 7
1.11 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August, 30, 2013
EXHIBIT A 1
(To be printed on Contractor’s Letterhead) 2
3
4
5
Date: 6
7
CPN No.: IPRC 19-0141 8
Project Name: COHO Apartments 9
Mapsco Location: TAR-077J 10
Limits of Construction: Lots 4, 5, 6, and remainder of lot 7, F.A. Farmers Subdivision, block 11
26, Tucker’s Addition, volume 731, page 398, P.R.T.C.T. 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 OF 22
THIS NOTICE. 23
24
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25
ISSUE, PLEASE CALL: 26
27
28
Mr. AT 29
30
OR 31
32
Mr. AT 33
34
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35
36
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37
38
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August, 30, 2013
EXHIBIT B 1
2
3
4
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August 30, 2013
SECTION 01 45 23 1
TESTING AND INSPECTION SERVICES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Testing and inspection services procedures and coordination 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
a. Contractor is responsible for performing, coordinating, and payment of all 16
Quality Control testing. 17
b. City is responsible for performing and payment for first set of Quality 18
Assurance testing. 19
1) If the first Quality Assurance test performed by the City fails, the 20
Contractor is responsible for payment of subsequent Quality Assurance 21
testing until a passing test occurs. 22
a) Final acceptance will not be issued by City until all required payments 23
for testing by Contractor have been paid in full. 24
1.3 REFERENCES [NOT USED] 25
1.4 ADMINISTRATIVE REQUIREMENTS 26
A. Testing 27
1. Complete testing in accordance with the Contract Documents. 28
2. Coordination 29
a. When testing is required to be performed by the City, notify City, sufficiently 30
in advance, when testing is needed. 31
b. When testing is required to be completed by the Contractor, notify City, 32
sufficiently in advance, that testing will be performed. 33
3. Distribution of Testing Reports 34
a. Electronic Distribution 35
1) Confirm development of Project directory for electronic submittals to be 36
uploaded to City’s Buzzsaw site, or another form of distribution approved 37
by the City. 38
39
40
41
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised August 30, 2013
1
2) Upload test reports to designated project directory and notify appropriate 2
City representatives via email of submittal posting. 3
3) Hard Copies 4
a) 1 copy for all submittals submitted to the Project Representative 5
b. Hard Copy Distribution (if required in lieu of electronic distribution) 6
1) Tests performed by City 7
a) Distribute 1 hard copy to the Contractor 8
2) Tests performed by the Contractor 9
a) Distribute 3 hard copies to City’s Project Representative 10
4. Provide City’s Project Representative with trip tickets for each delivered 11
load of Concrete or Lime material including the following information: 12
a. Name of pit 13
b. Date of delivery 14
c. Material delivered 15
B. Inspection 16
1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17
perform work in accordance with the Contract Documents. 18
1.5 SUBMITTALS [NOT USED] 19
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20
1.7 CLOSEOUT SUBMITTALS [NOT USED] 21
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22
1.9 QUALITY ASSURANCE [NOT USED] 23
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24
1.11 FIELD [SITE] CONDITIONS [NOT USED] 25
1.12 WARRANTY [NOT USED] 26
PART 2 - PRODUCTS [NOT USED] 27
PART 3 - EXECUTION [NOT USED] 28
END OF SECTION 29
30
Revision Log
DATE NAME SUMMARY OF CHANGE
31
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised JULY 1, 2011
SECTION 01 50 00 1
TEMPORARY FACILITIES AND CONTROLS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provide temporary facilities and controls needed for the Work including, but not 6
necessarily limited to: 7
a. Temporary utilities 8
b. Sanitary facilities 9
c. Storage Sheds and Buildings 10
d. Dust control 11
e. Temporary fencing of the construction site 12
B. Deviations from this City of Fort Worth Standard Specification 13
1. None. 14
C. Related Specification Sections include, but are not necessarily limited to: 15
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16
2. Division 1 – General Requirements 17
1.2 PRICE AND PAYMENT PROCEDURES 18
A. Measurement and Payment 19
1. Work associated with this Item is considered subsidiary to the various Items bid. 20
No separate payment will be allowed for this Item. 21
1.3 REFERENCES [NOT USED] 22
1.4 ADMINISTRATIVE REQUIREMENTS 23
A. Temporary Utilities 24
1. Obtaining Temporary Service 25
a. Make arrangements with utility service companies for temporary services. 26
b. Abide by rules and regulations of utility service companies or authorities 27
having jurisdiction. 28
c. Be responsible for utility service costs until Work is approved for Final 29
Acceptance. 30
1) Included are fuel, power, light, heat and other utility services necessary for 31
execution, completion, testing and initial operation of Work. 32
2. Water 33
a. Contractor to provide water required for and in connection with Work to be 34
performed and for specified tests of piping, equipment, devices or other use as 35
required for the completion of the Work. 36
b. Provide and maintain adequate supply of potable water for domestic 37
consumption by Contractor personnel and City’s Project Representatives. 38
c. Coordination 39
1) Contact City 1 week before water for construction is desired 40
41
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised JULY 1, 2011
d. Contractor Payment for Construction Water 1
1) Obtain construction water meter from City for payment as billed by City’s 2
established rates. 3
3. Electricity and Lighting 4
a. Provide and pay for electric powered service as required for Work, including 5
testing of Work. 6
Provide power for lighting, operation of equipment, or other use. 7
b. Electric power service includes temporary power service or generator to 8
maintain operations during scheduled shutdown. 9
4. Telephone 10
a. Provide emergency telephone service at Site for use by Contractor personnel 11
and others performing work or furnishing services at Site. 12
5. Temporary Heat and Ventilation 13
a. Provide temporary heat as necessary for protection or completion of Work. 14
b. Provide temporary heat and ventilation to assure safe working conditions. 15
B. Sanitary Facilities 16
1. Provide and maintain sanitary facilities for persons on Site. 17
a. Comply with regulations of State and local departments of health. 18
2. Enforce use of sanitary facilities by construction personnel at job site. 19
a. Enclose and anchor sanitary facilities. 20
b. No discharge will be allowed from these facilities. 21
c. Collect and store sewage and waste so as not to cause nuisance or health 22
problem. 23
d. Haul sewage and waste off-site at no less than weekly intervals and properly 24
dispose in accordance with applicable regulation. 25
3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26
4. Remove facilities at completion of Project 27
C. Storage Sheds and Buildings 28
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 29
above ground level for materials and equipment susceptible to weather damage. 30
2. Storage of materials not susceptible to weather damage may be on blocks off 31
ground. 32
3. Store materials in a neat and orderly manner. 33
a. Place materials and equipment to permit easy access for identification, 34
inspection and inventory. 35
4. Equip building with lockable doors and lighting, and provide electrical service for 36
equipment space heaters and heating or ventilation as necessary to provide storage 37
environments acceptable to specified manufacturers. 38
5. Fill and grade site for temporary structures to provide drainage away from 39
temporary and existing buildings. 40
6. Remove building from site prior to Final Acceptance. 41
D. Temporary Fencing 42
1. Provide and maintain for the duration or construction when required in contract 43
documents 44
E. Dust Control 45
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised JULY 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the 1
project. 2
a. Contractor remains on-call at all times 3
b. Must respond in a timely manner 4
F. Temporary Protection of Construction 5
1. Contractor or subcontractors are responsible for protecting Work from damage due 6
to weather. 7
1.5 SUBMITTALS [NOT USED] 8
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9
1.7 CLOSEOUT SUBMITTALS [NOT USED] 10
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11
1.9 QUALITY ASSURANCE [NOT USED] 12
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13
1.11 FIELD [SITE] CONDITIONS [NOT USED] 14
1.12 WARRANTY [NOT USED] 15
PART 2 - PRODUCTS [NOT USED] 16
PART 3 - EXECUTION [NOT USED] 17
3.1 INSTALLERS [NOT USED] 18
3.2 EXAMINATION [NOT USED] 19
3.3 PREPARATION [NOT USED] 20
3.4 INSTALLATION 21
A. Temporary Facilities 22
1. Maintain all temporary facilities for duration of construction activities as needed. 23
3.5 [REPAIR] / [RESTORATION] 24
3.6 RE-INSTALLATION 25
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 26
3.8 SYSTEM STARTUP [NOT USED] 27
3.9 ADJUSTING [NOT USED] 28
3.10 CLEANING [NOT USED] 29
3.11 CLOSEOUT ACTIVITIES 30
A. Temporary Facilities 31
32
33
34
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised JULY 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, 1
to a condition equal to or better than prior to start of Work. 2
3.12 PROTECTION [NOT USED] 3
3.13 MAINTENANCE [NOT USED] 4
3.14 ATTACHMENTS [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised July 1, 2011
SECTION 01 55 26 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Administrative procedures for: 6
a. Street Use Permit 7
b. Modification of approved traffic control 8
c. Removal of Street Signs 9
B. Deviations from this City of Fort Worth Standard Specification 10
1. None. 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
3. Section 34 71 13 – Traffic Control 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
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 standard 22
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. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25
1.4 ADMINISTRATIVE REQUIREMENTS 26
A. Traffic Control 27
1. General 28
a. When traffic control plans are included in the Drawings, provide Traffic 29
Control in accordance with Drawings and Section 34 71 13. 30
b. When traffic control plans are not included in the Drawings, prepare traffic 31
control plans in accordance with Section 34 71 13 and submit to City for 32
review. 33
1) Allow minimum 10 working days for review of proposed Traffic Control. 34
B. Street Use Permit 35
1. Prior to installation of Traffic Control, a City Street Use Permit is required. 36
a. To obtain Street Use Permit, submit Traffic Control Plans to City 37
Transportation and Public Works Department. 38
39
40
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised July 1, 2011
1
1) Allow a minimum of 5 working days for permit review. 2
2) Contractor’s responsibility to coordinate review of Traffic Control plans for 3
Street Use Permit, such that construction is not delayed. 4
C. Modification to Approved Traffic Control 5
1. Prior to installation traffic control: 6
a. Submit revised traffic control plans to City Department Transportation and 7
Public Works Department. 8
1) Revise Traffic Control plans in accordance with Section 34 71 13. 9
2) Allow minimum 5 working days for review of revised Traffic Control. 10
3) It is the Contractor’s responsibility to coordinate review of Traffic Control 11
plans for Street Use Permit, such that construction is not delayed. 12
D. Removal of Street Sign 13
1. If it is determined that a street sign must be removed for construction, then contact 14
City Transportation and Public Works Department, Signs and Markings Division to 15
remove the sign. 16
E. Temporary Signage 17
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18
requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19
Devices (MUTCD). 20
2. Install temporary sign before the removal of permanent sign. 21
3. When construction is complete, to the extent that the permanent sign can be 22
reinstalled, contact the City Transportation and Public Works Department, Signs 23
and Markings Division, to reinstall the permanent sign. 24
F. Traffic Control Standards 25
1. Traffic Control Standards can be found on the City’s Buzzsaw website. 26
1.5 SUBMITTALS [NOT USED] 27
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28
1.7 CLOSEOUT SUBMITTALS [NOT USED] 29
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30
1.9 QUALITY ASSURANCE [NOT USED] 31
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32
1.11 FIELD [SITE] CONDITIONS [NOT USED] 33
1.12 WARRANTY [NOT USED] 34
PART 2 - PRODUCTS [NOT USED] 35
PART 3 - EXECUTION [NOT USED] 36
END OF SECTION 37
38
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised July 1, 2011
Revision Log
DATE NAME SUMMARY OF CHANGE
1
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised July 1, 2011
SECTION 01 57 13 1
STORM WATER POLLUTION PREVENTION 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Procedures for Storm Water Pollution Prevention Plans 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 10
Contract 11
2. Division 1 – General Requirements 12
3. Section 31 25 00 – Erosion and Sediment Control 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Construction Activities resulting in less than 1 acre of disturbance 16
A. Work associated with this Item is considered subsidiary to the various Items 17
bid. No separate payment will be allowed for this Item. 18
2. Construction Activities resulting in greater than 1 acre of disturbance 19
Measurement and Payment shall be in accordance with Section 31 25 00. 20
1.3 REFERENCES 21
A. Abbreviations and Acronyms 22
1. Notice of Intent: NOI 23
2. Notice of Termination: NOT 24
3. Storm Water Pollution Prevention Plan: SWPPP 25
4. Texas Commission on Environmental Quality: TCEQ 26
5. Notice of Change: NOC 27
B. Reference Standards 28
1. Reference standards cited in this Specification refer to the current reference 29
standard published at the time of the latest revision date logged at the end of this 30
Specification, unless a date is specifically cited. 31
2. Integrated Storm Management (iSWM) Technical Manual for Construction 32
Controls 33
1.4 ADMINISTRATIVE REQUIREMENTS 34
A. General 35
1. Contractor is responsible for resolution and payment of any fines issued associated 36
with compliance to Stormwater Pollution Prevention Plan. 37
38
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised July 1, 2011
1
B. Construction Activities resulting in: 2
1. Less than 1 acre of disturbance 3
a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4
Drawings. 5
2. 1 to less than 5 acres of disturbance 6
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7
Permit is required 8
b. Complete SWPPP in accordance with TCEQ requirements 9
1) TCEQ Small Construction Site Notice Required under general permit 10
TXR150000 11
a) Sign and post at job site 12
b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13
Transportation and Public Works, Environmental Division, (817) 392-14
6088. 15
2) Provide erosion and sediment control in accordance with: 16
a) Section 31 25 00 17
b) The Drawings 18
c) TXR150000 General Permit 19
d) SWPPP 20
e) TCEQ requirements 21
3. 5 acres or more of Disturbance 22
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23
Permit is required 24
b. Complete SWPPP in accordance with TCEQ requirements 25
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26
a) Sign and post at job site 27
b) Send copy to City Department of Transportation and Public Works, 28
Environmental Division, (817) 392-6088. 29
2) `TCEQ Notice of Change required if making changes or updates to NOI 30
3) Provide erosion and sediment control in accordance with: 31
a) Section 31 25 00 32
b) The Drawings 33
c) TXR150000 General Permit 34
d) SWPPP 35
e) TCEQ requirements 36
4) Once the project has been completed and all the closeout requirements of 37
TCEQ have been met a TCEQ Notice of Termination can be submitted. 38
a) Send copy to City Department of Transportation and Public Works, 39
Environmental Division, (817) 392-6088. 40
1.5 SUBMITTALS 41
A. SWPPP 42
1. Submit in accordance with Section 01 33 00, except as stated herein. 43
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44
as follows: 45
1) 1 copy to the City Project Manager 46
a) City Project Manager will forward to the City Department of 47
Transportation and Public Works, Environmental Division for review 48
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised July 1, 2011
1
B. Modified SWPPP 2
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3
in accordance with Section 01 33 00. 4
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5
1.7 CLOSEOUT SUBMITTALS [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 [SITE] CONDITIONS [NOT USED] 10
1.12 WARRANTY [NOT USED] 11
PART 2 - -PRODUCTS [NOT USED] 12
PART 3 - EXECUTION [NOT USED] 13
END OF SECTION 14
15
Revision Log
DATE NAME SUMMARY OF CHANGE
16
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DAP PROJECT RECORD DOCUMENTS
Page 1 of 2
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
SECTION 01 60 00 1
PRODUCT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. References for Product Requirements and City Standard Products List 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 12
1.3 REFERENCES [NOT USED] 13
1.4 ADMINISTRATIVE REQUIREMENTS 14
A. A list of City approved products for use is located on Buzzsaw as follows: 15
1. Resources\02 - Construction Documents\Standard Products List 16
B. Only products specifically included on City’s Standard Product List in these Contract 17
Documents shall be allowed for use on the Project. 18
1. Any subsequently approved products will only be allowed for use upon specific 19
approval by the City. 20
C. Any specific product requirements in the Contract Documents supersede similar 21
products included on the City’s Standard Product List. 22
The City reserves the right to not allow products to be used for certain projects even 23
though the product is listed on the City’s Standard Product List. 24
D. Although a specific product is included on City’s Standard Product List, not all 25
products from that manufacturer are approved for use, including but not limited to, that 26
manufacturer’s standard product. 27
E. See Section 01 33 00 for submittal requirements of Product Data included on City’s 28
Standard Product List. 29
1.5 SUBMITTALS [NOT USED] 30
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31
1.7 CLOSEOUT SUBMITTALS [NOT USED] 32
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33
1.9 QUALITY ASSURANCE [NOT USED] 34
35
36
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DAP PROJECT RECORD DOCUMENTS
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CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 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
7
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
8
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
SECTION 01 66 00 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Scheduling of product delivery 6
2. Packaging of products for delivery 7
3. Protection of products against damage from: 8
a. Handling 9
b. Exposure to elements or harsh environments 10
B. Deviations from this City of Fort Worth Standard Specification 11
1. None. 12
C. Related Specification Sections include, but are not necessarily limited to: 13
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14
2. Division 1 – General Requirements 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES [NOT USED] 20
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21
1.5 SUBMITTALS [NOT USED] 22
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23
1.7 CLOSEOUT SUBMITTALS [NOT USED] 24
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25
1.9 QUALITY ASSURANCE [NOT USED] 26
1.10 DELIVERY AND HANDLING 27
A. Delivery Requirements 28
1. Schedule delivery of products or equipment as required to allow timely installation 29
and to avoid prolonged storage. 30
2. Provide appropriate personnel and equipment to receive deliveries. 31
3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32
for personnel or equipment to receive the delivery. 33
4. Deliver products or equipment in manufacturer's original unbroken cartons or other 34
containers designed and constructed to protect the contents from physical or 35
environmental damage. 36
5. Clearly and fully mark and identify as to manufacturer, item and installation 37
location. 38
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
6. Provide manufacturer's instructions for storage and handling. 1
B. Handling Requirements 2
1. Handle products or equipment in accordance with these Contract Documents and 3
manufacturer’s recommendations and instructions. 4
C. Storage Requirements 5
1. Store materials in accordance with manufacturer’s recommendations and 6
requirements of these Specifications. 7
2. Make necessary provisions for safe storage of materials and equipment. 8
a. Place loose soil materials and materials to be incorporated into Work to prevent 9
damage to any part of Work or existing facilities and to maintain free access at 10
all times to all parts of Work and to utility service company installations in 11
vicinity of Work. 12
3. Keep materials and equipment neatly and compactly stored in locations that will 13
cause minimum inconvenience to other contractors, public travel, adjoining owners, 14
tenants and occupants. 15
a. Arrange storage to provide easy access for inspection. 16
4. Restrict storage to areas available on construction site for storage of material and 17
equipment as shown on Drawings, or approved by City’s Project Representative. 18
5. Provide off-site storage and protection when on-site storage is not adequate. 19
a. Provide addresses of and access to off-site storage locations for inspection by 20
City’s Project Representative. 21
6. Do not use lawns, grass plots or other private property for storage purposes without 22
written permission of owner or other person in possession or control of premises. 23
7. Store in manufacturers’ unopened containers. 24
8. Neatly, safely and compactly stack materials delivered and stored along line of 25
Work to avoid inconvenience and damage to property owners and general public 26
and maintain at least 3 feet from fire hydrant. 27
9. Keep public and private driveways and street crossings open. 28
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 29
satisfaction of City’s Project Representative. 30
a. Total length which materials may be distributed along route of construction at 31
one time is 1,000 linear feet, unless otherwise approved in writing by City’s 32
Project Representative. 33
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 ERECTION [NOT USED] 8
3.5 REPAIR / RESTORATION [NOT USED] 9
3.6 RE-INSTALLATION [NOT USED] 10
3.7 FIELD [OR] SITE QUALITY CONTROL 11
A. Tests and Inspections 12
1. Inspect all products or equipment delivered to the site prior to unloading. 13
B. Non-Conforming Work 14
1. Reject all products or equipment that are damaged, used or in any other way 15
unsatisfactory for use on the project. 16
3.8 SYSTEM STARTUP [NOT USED] 17
3.9 ADJUSTING [NOT USED] 18
3.10 CLEANING [NOT USED] 19
3.11 CLOSEOUT ACTIVITIES [NOT USED] 20
3.12 PROTECTION 21
A. Protect all products or equipment in accordance with manufacturer's written directions. 22
B. Store products or equipment in location to avoid physical damage to items while in 23
storage. 24
C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25
the manufacturer. 26
3.13 MAINTENANCE [NOT USED] 27
3.14 ATTACHMENTS [NOT USED] 28
END OF SECTION 29
30
31
32
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DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
1
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
2
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
SECTION 01 74 23 1
CLEANING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Intermediate and final cleaning for Work not including special cleaning of closed 6
systems specified elsewhere 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. None. 9
C. Related Specification Sections include, but are not necessarily limited to: 10
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11
2. Division 1 – General Requirements 12
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Work associated with this Item is considered subsidiary to the various Items bid. 16
No separate payment will be allowed for this Item. 17
1.3 REFERENCES [NOT USED] 18
1.4 ADMINISTRATIVE REQUIREMENTS 19
A. Scheduling 20
1. Schedule cleaning operations so that dust and other contaminants disturbed by 21
cleaning process will not fall on newly painted surfaces. 22
2. Schedule final cleaning upon completion of Work and immediately prior to final 23
inspection. 24
1.5 SUBMITTALS [NOT USED] 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE [NOT USED] 29
1.10 STORAGE, AND HANDLING 30
A. Storage and Handling Requirements 31
1. Store cleaning products and cleaning wastes in containers specifically designed for 32
those materials. 33
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS 3
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4
2.2 MATERIALS 5
A. Cleaning Agents 6
1. Compatible with surface being cleaned 7
2. New and uncontaminated 8
3. For manufactured surfaces 9
a. Material recommended by manufacturer 10
2.3 ACCESSORIES [NOT USED] 11
2.4 SOURCE QUALITY CONTROL [NOT USED] 12
PART 3 - EXECUTION 13
3.1 INSTALLERS [NOT USED] 14
3.2 EXAMINATION [NOT USED] 15
3.3 PREPARATION [NOT USED] 16
3.4 APPLICATION [NOT USED] 17
3.5 REPAIR / RESTORATION [NOT USED] 18
3.6 RE-INSTALLATION [NOT USED] 19
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20
3.8 SYSTEM STARTUP [NOT USED] 21
3.9 ADJUSTING [NOT USED] 22
3.10 CLEANING 23
A. General 24
1. Prevent accumulation of wastes that create hazardous conditions. 25
2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26
governing authorities. 27
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28
storm or sanitary drains or sewers. 29
4. Dispose of degradable debris at an approved solid waste disposal site. 30
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31
alternate manner approved by City and regulatory agencies. 32
6. Handle materials in a controlled manner with as few handlings as possible. 33
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 34
this project. 35
01 74 23 - 3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
8. Remove all signs of temporary construction and activities incidental to construction 1
of required permanent Work. 2
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 3
have the cleaning completed at the expense of the Contractor. 4
10. Do not burn on-site. 5
B. Intermediate Cleaning during Construction 6
1. Keep Work areas clean so as not to hinder health, safety or convenience of 7
personnel in existing facility operations. 8
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 9
3. Confine construction debris daily in strategically located container(s): 10
a. Cover to prevent blowing by wind 11
b. Store debris away from construction or operational activities 12
c. Haul from site at a minimum of once per week 13
4. Vacuum clean interior areas when ready to receive finish painting. 14
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 15
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 16
may become airborne or transported by flowing water during the storm. 17
C. Exterior (Site or Right of Way) Final Cleaning 18
1. Remove trash and debris containers from site. 19
a. Re-seed areas disturbed by location of trash and debris containers in accordance 20
with Section 32 92 13. 21
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 22
that may hinder or disrupt the flow of traffic along the roadway. 23
3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 24
junction boxes and inlets. 25
4. If no longer required for maintenance of erosion facilities, and upon approval by 26
City, remove erosion control from site. 27
Clean signs, lights, signals, etc. 28
3.11 CLOSEOUT ACTIVITIES [NOT USED] 29
3.12 PROTECTION [NOT USED] 30
3.13 MAINTENANCE [NOT USED] 31
3.14 ATTACHMENTS [NOT USED] 32
33
34
35
36
37
END OF SECTION 38
39
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
1
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
SECTION 01 77 19 1
CLOSEOUT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for closing out a contract 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
1. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Guarantees, Bonds and Affidavits 18
1. No application for final payment will be accepted until all guarantees, bonds, 19
certificates, licenses and affidavits required for Work or equipment as specified are 20
satisfactorily filed with the City. 21
B. Release of Liens or Claims 22
1. No application for final payment will be accepted until satisfactory evidence of 23
release of liens has been submitted to the City. 24
1.5 SUBMITTALS 25
A. Submit all required documentation to City’s Project Representative. 26
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1
1.7 CLOSEOUT SUBMITTALS [NOT USED] 2
PAT 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 CLOSEOUT PROCEDURE 8
A. Prior to requesting Final Inspection, submit: 9
1. Project Record Documents in accordance with Section 01 78 39 10
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12
01 74 23. 13
C. Final Inspection 14
1. After final cleaning, provide notice to the City Project Representative that the Work 15
is completed. 16
a. The City will make an initial Final Inspection with the Contractor present. 17
b. Upon completion of this inspection, the City will notify the Contractor, in 18
writing within 10 business days, of any particulars in which this inspection 19
reveals that the Work is defective or incomplete. 20
2. Upon receiving written notice from the City, immediately undertake the Work 21
required to remedy deficiencies and complete the Work to the satisfaction of the 22
City. 23
3. Upon completion of Work associated with the items listed in the City's written 24
notice, inform the City, that the required Work has been completed. Upon receipt 25
of this notice, the City, in the presence of the Contractor, will make a subsequent 26
Final Inspection of the project. 27
4. Provide all special accessories required to place each item of equipment in full 28
operation. These special accessory items include, but are not limited to: 29
a. Specified spare parts 30
b. Adequate oil and grease as required for the first lubrication of the equipment 31
c. Initial fill up of all chemical tanks and fuel tanks 32
d. Light bulbs 33
e. Fuses 34
f. Vault keys 35
g. Handwheels 36
h. Other expendable items as required for initial start-up and operation of all 37
equipment 38
D. Notice of Project Completion 39
40
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection 1
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2
E. Supporting Documentation 3
1. Coordinate with the City Project Representative to complete the following 4
additional forms: 5
a. Final Payment Request 6
b. Statement of Contract Time 7
c. Affidavit of Payment and Release of Liens 8
d. Consent of Surety to Final Payment 9
e. Pipe Report (if required) 10
f. Contractor’s Evaluation of City 11
g. Performance Evaluation of Contractor 12
F. Letter of Final Acceptance 13
1. Upon review and acceptance of Notice of Project Completion and Supporting 14
Documentation, in accordance with General Conditions, City will issue Letter of 15
Final Acceptance and release the Final Payment Request for payment. 16
3.5 REPAIR / RESTORATION [NOT USED] 17
3.6 RE-INSTALLATION [NOT USED] 18
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19
3.8 SYSTEM STARTUP [NOT USED] 20
3.9 ADJUSTING [NOT USED] 21
3.10 CLEANING [NOT USED] 22
3.11 CLOSEOUT ACTIVITIES [NOT USED] 23
3.12 PROTECTION [NOT USED] 24
3.13 MAINTENANCE [NOT USED] 25
3.14 ATTACHMENTS [NOT USED] 26
END OF SECTION 27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
29
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
SECTION 01 78 23 1
OPERATION AND MAINTENANCE DATA 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Product data and related information appropriate for City's maintenance and 6
operation of products furnished under Contract 7
2. Such products may include, but are not limited to: 8
a. Traffic Controllers 9
b. Irrigation Controllers (to be operated by the City) 10
c. Butterfly Valves 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Schedule 23
1. Submit manuals in final form to the City within 30 calendar days of product 24
shipment to the project site. 25
1.5 SUBMITTALS 26
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27
approved by the City prior to delivery. 28
1.6 INFORMATIONAL SUBMITTALS 29
A. Submittal Form 30
1. Prepare data in form of an instructional manual for use by City personnel. 31
2. Format 32
a. Size: 8 ½ inches x 11 inches 33
b. Paper 34
1) 40 pound minimum, white, for typed pages 35
2) Holes reinforced with plastic, cloth or metal 36
c. Text: Manufacturer’s printed data, or neatly typewritten 37
38
39
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
d. Drawings 1
1) Provide reinforced punched binder tab, bind in with text 2
2) Reduce larger drawings and fold to size of text pages. 3
e. Provide fly-leaf for each separate product, or each piece of operating 4
equipment. 5
1) Provide typed description of product, and major component parts of 6
equipment. 7
2) Provide indexed tabs. 8
f. Cover 9
1) Identify each volume with typed or printed title "OPERATING AND 10
MAINTENANCE INSTRUCTIONS". 11
2) List: 12
a) Title of Project 13
b) Identity of separate structure as applicable 14
c) Identity of general subject matter covered in the manual 15
3. Binders 16
a. Commercial quality 3-ring binders with durable and cleanable plastic covers 17
b. When multiple binders are used, correlate the data into related consistent 18
groupings. 19
4. If available, provide an electronic form of the O&M Manual. 20
B. Manual Content 21
1. Neatly typewritten table of contents for each volume, arranged in systematic order 22
a. Contractor, name of responsible principal, address and telephone number 23
b. A list of each product required to be included, indexed to content of the volume 24
c. List, with each product: 25
1) The name, address and telephone number of the subcontractor or installer 26
2) A list of each product required to be included, indexed to content of the 27
volume 28
3) Identify area of responsibility of each 29
4) Local source of supply for parts and replacement 30
d. Identify each product by product name and other identifying symbols as set 31
forth in Contract Documents. 32
2. Product Data 33
a. Include only those sheets which are pertinent to the specific product. 34
b. Annotate each sheet to: 35
1) Clearly identify specific product or part installed 36
2) Clearly identify data applicable to installation 37
3) Delete references to inapplicable information 38
3. Drawings 39
a. Supplement product data with drawings as necessary to clearly illustrate: 40
1) Relations of component parts of equipment and systems 41
2) Control and flow diagrams 42
b. Coordinate drawings with information in Project Record Documents to assure 43
correct illustration of completed installation. 44
c. Do not use Project Record Drawings as maintenance drawings. 45
4. Written text, as required to supplement product data for the particular installation: 46
a. Organize in consistent format under separate headings for different procedures. 47
b. Provide logical sequence of instructions of each procedure. 48
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued 1
a. Provide information sheet for City personnel giving: 2
1) Proper procedures in event of failure 3
2) Instances which might affect validity of warranties or bonds 4
C. Manual for Materials and Finishes 5
1. Submit 5 copies of complete manual in final form. 6
2. Content, for architectural products, applied materials and finishes: 7
a. Manufacturer's data, giving full information on products 8
1) Catalog number, size, composition 9
2) Color and texture designations 10
3) Information required for reordering special manufactured products 11
b. Instructions for care and maintenance 12
1) Manufacturer's recommendation for types of cleaning agents and methods 13
2) Cautions against cleaning agents and methods which are detrimental to 14
product 15
3) Recommended schedule for cleaning and maintenance 16
3. Content, for moisture protection and weather exposure products: 17
a. Manufacturer's data, giving full information on products 18
1) Applicable standards 19
2) Chemical composition 20
3) Details of installation 21
b. Instructions for inspection, maintenance and repair 22
D. Manual for Equipment and Systems 23
1. Submit 5 copies of complete manual in final form. 24
2. Content, for each unit of equipment and system, as appropriate: 25
a. Description of unit and component parts 26
1) Function, normal operating characteristics and limiting conditions 27
2) Performance curves, engineering data and tests 28
3) Complete nomenclature and commercial number of replaceable parts 29
b. Operating procedures 30
1) Start-up, break-in, routine and normal operating instructions 31
2) Regulation, control, stopping, shut-down and emergency instructions 32
3) Summer and winter operating instructions 33
4) Special operating instructions 34
c. Maintenance procedures 35
1) Routine operations 36
2) Guide to "trouble shooting" 37
3) Disassembly, repair and reassembly 38
4) Alignment, adjusting and checking 39
d. Servicing and lubrication schedule 40
1) List of lubricants required 41
e. Manufacturer's printed operating and maintenance instructions 42
f. Description of sequence of operation by control manufacturer 43
1) Predicted life of parts subject to wear 44
2) Items recommended to be stocked as spare parts 45
g. As installed control diagrams by controls manufacturer 46
h. Each contractor's coordination drawings 47
1) As installed color coded piping diagrams 48
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve 1
j. List of original manufacturer's spare parts, manufacturer's current prices, and 2
recommended quantities to be maintained in storage 3
k. Other data as required under pertinent Sections of Specifications 4
3. Content, for each electric and electronic system, as appropriate: 5
a. Description of system and component parts 6
1) Function, normal operating characteristics, and limiting conditions 7
2) Performance curves, engineering data and tests 8
3) Complete nomenclature and commercial number of replaceable parts 9
b. Circuit directories of panelboards 10
1) Electrical service 11
2) Controls 12
3) Communications 13
c. As installed color coded wiring diagrams 14
d. Operating procedures 15
1) Routine and normal operating instructions 16
2) Sequences required 17
3) Special operating instructions 18
e. Maintenance procedures 19
1) Routine operations 20
2) Guide to "trouble shooting" 21
3) Disassembly, repair and reassembly 22
4) Adjustment and checking 23
f. Manufacturer's printed operating and maintenance instructions 24
g. List of original manufacturer's spare parts, manufacturer's current prices, and 25
recommended quantities to be maintained in storage 26
h. Other data as required under pertinent Sections of Specifications 27
4. Prepare and include additional data when the need for such data becomes apparent 28
during instruction of City's personnel. 29
1.7 CLOSEOUT SUBMITTALS [NOT USED] 30
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31
1.9 QUALITY ASSURANCE 32
A. Provide operation and maintenance data by personnel with the following criteria: 33
1. Trained and experienced in maintenance and operation of described products 34
2. Skilled as technical writer to the extent required to communicate essential data 35
3. Skilled as draftsman competent to prepare required drawings 36
37
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 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
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
8
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
SECTION 01 78 39 1
PROJECT RECORD DOCUMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Work associated with the documenting the project and recording changes to project 6
documents, including: 7
a. Record Drawings 8
b. Water Meter Service Reports 9
c. Sanitary Sewer Service Reports 10
d. Large Water Meter Reports 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.3 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22
1.5 SUBMITTALS 23
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 24
City’s Project Representative. 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE 29
A. Accuracy of Records 30
1. Thoroughly coordinate changes within the Record Documents, making adequate 31
and proper entries on each page of Specifications and each sheet of Drawings and 32
other Documents where such entry is required to show the change properly. 33
2. Accuracy of records shall be such that future search for items shown in the Contract 34
Documents may rely reasonably on information obtained from the approved Project 35
Record Documents. 36
37
38
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
1
3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2
information that the change has occurred. 3
4. Provide factual information regarding all aspects of the Work, both concealed and 4
visible, to enable future modification of the Work to proceed without lengthy and 5
expensive site measurement, investigation and examination. 6
1.10 STORAGE AND HANDLING 7
A. Storage and Handling Requirements 8
1. Maintain the job set of Record Documents completely protected from deterioration 9
and from loss and damage until completion of the Work and transfer of all recorded 10
data to the final Project Record Documents. 11
2. In the event of loss of recorded data, use means necessary to again secure the data 12
to the City's approval. 13
a. In such case, provide replacements to the standards originally required by the 14
Contract Documents. 15
1.11 FIELD [SITE] CONDITIONS [NOT USED] 16
1.12 WARRANTY [NOT USED] 17
PART 2 - PRODUCTS 18
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19
2.2 RECORD DOCUMENTS 20
A. Job set 21
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22
charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23
B. Final Record Documents 24
1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25
the City 1 complete set of all Final Record Drawings in the Contract. 26
2.3 ACCESSORIES [NOT USED] 27
2.4 SOURCE QUALITY CONTROL [NOT USED] 28
PART 3 - EXECUTION 29
3.1 INSTALLERS [NOT USED] 30
3.2 EXAMINATION [NOT USED] 31
3.3 PREPARATION [NOT USED] 32
3.4 MAINTENANCE DOCUMENTS 33
A. Maintenance of Job Set 34
1. Immediately upon receipt of the job set, identify each of the Documents with the 35
title, "RECORD DOCUMENTS - JOB SET". 36
37
38
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
1
2. Preservation 2
a. Considering the Contract completion time, the probable number of occasions 3
upon which the job set must be taken out for new entries and for examination, 4
and the conditions under which these activities will be performed, devise a 5
suitable method for protecting the job set. 6
b. Do not use the job set for any purpose except entry of new data and for review 7
by the City, until start of transfer of data to final Project Record Documents. 8
c. Maintain the job set at the site of work. 9
3. Coordination with Construction Survey 10
a. At a minimum clearly mark any deviations from Contract Documents 11
associated with installation of the infrastructure. 12
4. Making entries on Drawings 13
a. Record any deviations from Contract Documents. 14
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 15
change by graphic line and note as required. 16
c. Date all entries. 17
d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 18
e. In the event of overlapping changes, use different colors for the overlapping 19
changes. 20
5. Conversion of schematic layouts 21
a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 22
ducts, and similar items, are shown schematically and are not intended to 23
portray precise physical layout. 24
1) Final physical arrangement is determined by the Contractor, subject to the 25
City's approval. 26
2) However, design of future modifications of the facility may require 27
accurate information as to the final physical layout of items which are 28
shown only schematically on the Drawings. 29
b. Show on the job set of Record Drawings, by dimension accurate to within 1 30
inch, the centerline of each run of items. 31
1) Final physical arrangement is determined by the Contractor, subject to the 32
City's approval. 33
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 34
ceiling plenum", "exposed", and the like). 35
3) Make all identification sufficiently descriptive that it may be related 36
reliably to the Specifications. 37
c. The City may waive the requirements for conversion of schematic layouts 38
where, in the City's judgment, conversion serves no useful purpose. However, 39
do not rely upon waivers being issued except as specifically issued in writing 40
by the City. 41
B. Final Project Record Documents 42
1. Transfer of data to Drawings 43
a. Carefully transfer change data shown on the job set of Record Drawings to the 44
corresponding final documents, coordinating the changes as required. 45
b. Clearly indicate at each affected detail and other Drawing a full description of 46
changes made during construction, and the actual location of items. 47
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH COHO Apartments
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS IPRC 19-0141
Revised April 7, 2014
c. Call attention to each entry by drawing a "cloud" around the area or areas 1
affected. 2
d. Make changes neatly, consistently and with the proper media to assure 3
longevity and clear reproduction. 4
2. Transfer of data to other Documents 5
a. If the Documents, other than Drawings, have been kept clean during progress of 6
the Work, and if entries thereon have been orderly to the approval of the City, 7
the job set of those Documents, other than Drawings, will be accepted as final 8
Record Documents. 9
b. If any such Document is not so approved by the City, secure a new copy of that 10
Document from the City at the City's usual charge for reproduction and 11
handling, and carefully transfer the change data to the new copy to the approval 12
of the City. 13
3.5 REPAIR / RESTORATION [NOT USED] 14
3.6 RE-INSTALLATION [NOT USED] 15
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 16
3.8 SYSTEM STARTUP [NOT USED] 17
3.9 ADJUSTING [NOT USED] 18
3.10 CLEANING [NOT USED] 19
3.11 CLOSEOUT ACTIVITIES [NOT USED] 20
3.12 PROTECTION [NOT USED] 21
3.13 MAINTENANCE [NOT USED] 22
3.14 ATTACHMENTS [NOT USED] 23
END OF SECTION 24
25
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
26
27
U�4i l3-1
SELECT[VE SITE IIEMC)LITI[.)h
P:�ge I of 5
SECTI�N U� 4l l.3
SELECTIV� SIT� DEM�LITIUN
PART 1 - GEI�EHAL
1.1 S11:�'iMARY
A. 5ection [i�cludes:
1. Removing side«alks and steps
2. Remo�in� AL]A rarnps and lanciings
3. Remo�in� driveways
4. Removing fences
5. Removing guardrail
G. Reirio�an� retaining walls {less than 4 feet talt]
7. Remo�in� n-aailboxes
8. Removin� rip rap
9. Reinovin� miscellaneaus concrete structures including porches and foundations
1[]. ❑ispvsal af remn�ed �naterials
B. De�iations this �rnm C`ity ot�Fort Wort� Standard 5peciti�ation
1. Nane.
C. Related Speciti�atinrs Sections iilclude, but are nnt ne�essarily limited to:
1. Di�•isinn [} W Bidding Reguirements, �'nntract Foxms, and Carsditinns nf the
Cantraci
Z. Di�isinn l�- Ger�eral R�quir�n�ents
�. Sectioa3 31 23 23 — Borrow°
1.2 PRICE Ah'D PAYMEN? PROCE�URES
A. Meas�rement and Payment
1. Measurement
a. Remove Sidewalk: Mc:asure by square foot.
b. Remo��e 5teps: measure by [he syuare foot as seen in the plan �ie�v only.
c. Remn�e ADA Ramp: measi�re �Sy each.
d. Rema�e Dri�e���ay: tr�easure by th� square fnnt hy ty�e.
e. Remove Fence: measure by thc linear fnot.
f. Remo�e Guardrail: ineasure by the linear foot alon� the Face of the rail in place
including metal beam �;uard fence trai�sitions and sin�le �iiard rail tenninat
sectinns frnm thc �enter nf.�e��d pnsts.
g. Rcmo�e Rctaining Wall (]ess tl�an 4 feet tall}: tx�easure by the ]inear favt
h. IZem�r�e MailUax: �neasure Uy each.
i. Remave Rip Rap: measure by the syuare foot.
j. Remove Misceilaneous Cnncrere Stiucture: measure hy the lump s�t�1�.
2. Payment
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ? U. ?{} � �
U� 4l l3 - 2
SELECT[VE SITE IIEMC)LITI[.)h
P:�ge 2 of 5
a. Remo�e Sidewalk: full compensaiion far saw cutting, remoual, haulin�,
disposat, taals, equipanent, lubor and incidentals needed to execute wc�rk.
Sidew�lk acijacent to vr attacheci t� reiainin� ��all (including siciewalk that acts
as a G�=all fnnting} s1�alI be ��aid as sidewalk remnval. For utility projects, t�is
Item s1�alI be corasidered s�thsidiary tn the trcnch ai�d nn ntl�er cnmpensation
will be allowed.
b. Remo�e Steps: full campensation for saw cutting, removal, hauling, diypasal,
too�s, e9uipment, Iahnr and in�identals needed tc� exe�ute w•ark. For utility
�rojects, this Iten� shall be cnnsidered subsidiary to thc treta�h and no other
�c�n�pensation wiLl be allowed.
c. Remave AUA Ramp �.uid landinb: Lull compensation for saw �utting, reiri��al,
]�auling, d�spnsal, tnols, equipment, labnr atid in�ide��tals needed to execute
w�nrk. Wnrk includes ramp landitag re»Znval. For «tility prnjects, this Item shall
�e c�nsidered subsidiary t� tl�e trench and na other campensation will be
al lo��ed.
d. Re�1�o�e Driveway: full cninpensation far saw° cutting, remova�, hauiing,
dispnsaI, too�s, equipment, ]a�rar and incidentais necded tn remo�e imprnved
driveGvay by type. l�or utility pro�ects, this Ttem shall be considered subsidiaiy
to tlie irench and no oiher coFiipe�3sation w°ill 6e allo�vec�.
e. [�emave Fence: Ctill compensation for remova2, hauling, disposal, tc�ols,
equiprneilt, lahoa- arid incideiltals needed tn rernove fen�e. For utility proje�ts,
this Item shaIl be cnnsidered subsidia�y° to the trench and no athea-
ec�mpensation �vill be alloweci.
f. Ren�ove Guardrail: full co�npei}sation For removin� m�iterials, loading, �taulin�,
unloadinb, a��d sioring or dispasal; furnishing backfiIl material; �atktillin� the
�rostholes; aa�d equipment, lab�r, tnols, a�1d incidentals. Fnr utility projects, this
Item sl�all be considered si�bsidiary to the trei�c� and no otl�er cv�np�nsatian
will be allowed.
�. Remave Retainin� Wall (less than 4 feet tall}: full �oinpeiisation For saw
cutting, remn�al, haulii7g, dispnsal, tnols, eq�iipment, lak�nr and incidentals
necded t�� execute wnrk. Sidewalk adjacent to vr atta�l�ed tn retaining wall
[includin� sidev��alk that acts as a waIl footi��g} sl�aIl be paid as sidewalk
removal. I'ar utility projects, i��is ltem shall be ct�nsi�ered suUsidiary to the
trench and no nthe.r cc�m�ensatinn will �re allnwed.
h. R�n3n�e Mailbnx: fi�ll �ompensation fnr remn�=aI, hauling, dis�nsal, tnnls,
equipment, labar an� incidentals i�eede�i to exec:ute work. I=or titility projects,
this Item sl�all be cos}sidered subsit�iary to the trencl� and no other
cninpensation will he allowed.
i. Reir�o�•e Rip Ra�: fuIl cnn�pensarion fnr saw �utting, remnval, hauling,
disposal, taots, equipanent, labor and incidentals needed to execute wark. For
utility pr�jects. this Itein shall be considered subsidiary to the trench ai�d no
at��er roinpensatioi� will be a�lowed.
j. Rei�o�e Mis��lla��eous ��on�rete Stru�tu�-e: tizl] cnmpensation fat' saw cuttirtg,
removal, hauling, dispnsal, to«Is, equi�ment, labqr and in�identals need4d to
execute �r�ark. For uiility projects, this Item shall be �onsidered subsidiury to
the trench and no vther con�pensatic�n wifl be allvwed.
1.3 REFEREl�CES
A. DeS�initinns
C'1"fY [)F F[)RT' �i'C)It1'H ['[)H[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ? U. ?{} � �
U� 4I l3 - 3
SELECT[VE SITE IIEMC)LITI[.)h
P:��e3of5
1. Impro�er� I3riveway: ❑ri�eway ron5tructed of co���rete. asphalt paving or brick unit
pa�ers.
1.4 ADNIINISTRATIVE RE�UIREMEI�T5 [N�T []SED�
1.5 Sl1SMITTALS [VOT USED�
l.G �.CT[QN SUSMITT�#LSIINF�RM�iTIaNAI. SUSM�TTALS [N�T USEI]]
l.7 CLOSEDUT SLISMITTALS [NOT []S.ED�
1.8 1�'IAINTENANCE MATERIAL SLiBM1TTALS �NQT USEU�
1.9 i]UALITY ASSURAI�CE [N�T iISEi]]
1.10 �ELIVERY, ST�1tAGE, AND HAwDLING �ND'i' LISED�
1.11 �"IELD �SITE] G�NDITI�NS �N�T L]5�:��
1.12 WARRAhTY [N�T i1SED]
PART 2 - PRODllCTS
2.1 DVI�'NER-FUR1Y1S1�ED PRQDUCT'S �VQT CfSED]
���►� �r.r.a��� �►��
A. Fill Material: See Section 3] 23 23.
2.3 ACCE55QRIES f NOT L�SED]
Z.4 SDi1RCE Q[]ALT.TY C�NTR��� [N�T []SEO]
PART 3 - ExECI]7'1QN
3.1 INSTALLERS [NOT USED]
3.Z EX.AMII�ATIUn []!DT LISEI]]
3.3 PREPARAT'I�N �N�T []SEDJ
3.4 REM�VAL
A. Rema�e Sidewatk
1. Aemave sideti�alk to nearest existin� dummy, expansion nr cni�struction _joint.
2. Sawcut ��l�en reino��ing to nearest �oint is nnt practical. See 3.4.K.
B. Remn�e Steps
1. Remo��e step to nearest existin� dur��my, expansion or construction joint.
2. Sawcut ��lien reino��ing to nearest �oint is nnt practical. See 3.4.K.
C. Remo�e ADA Ran�p
].. Sawcut existing �urb and gutter and pa�•e�nent prinr to ��=hee] chair ramp re��oval.
See 3.4.K.
2. Remo�e ramp to nearest existin� dummy, expansion ar constri�ctian joint oi�
existi�ig sidewalk.
�. Remo�e llri��eway
Cl'fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ? U. ?{} � �
U� 4l l3 - 4
SELECT[VE SITE IIEMC)LITI[.)h
P:�ge 4 of 5
1. Sa�vcut existin�; dri�e, curb a»d �;utter and pavement prior to clri�e remo�al. See
3.4.K.
2. l�emn�e dri�e tn ilearest existi�7g dutntny, expansion or �nnstnictinn joiilt.
3. Sawct�t when reino4'ing ta nearest �oint is ��ot pra�tiral. 5ee 3.4.K.
4. Remo�e adjacent sidewa]k to t��arest cxsstii�g du�x�nny, expansion vr cnnstruction
jnint nn existing sidewalk.
E. Remn�=e Fen�e
]. Rema�e aL] tence cnm�onents abnwe and below grc�und a��d backfill with ac�e�tahle
fill material.
?. LTse cautinn in remaving and sal��agia�g fence materials.
3. Salvageci materials may be used to reconstruct fence as approved by City or as
sho�vn on flrawings.
4. Cnntractor respnnsible fnr keeping anima�s (li�estock, pcts, et�.) within the f'enced
areas duriiig construction aperation aa�d �vl�ile remo�ing fences.
F. Remn��e Guardrait
1. Remo�e rail elements i�� ori�inal 1en�ths.
2. Re�nn�e tittings tirom the posts and the nzetal raiI and tl�en pul� th� �rosts.
3. ba not inar or dan�a�e sa1��a�eable materials duri�}� remo�al.
4. C'oinpLete}y remo��e pasts and any concrete surroundin� the posts.
5. Fu�-nish backfill rnaterial aaid l�a�ktill the hvle witli material equal 'sn com�nsition
and density ta t��e surroundin� soil unless otherwise ciirected.
f. C�Ft nf��nr hend down eyehnits anchored tn the dead man tv ati e�evation at least 1-
�nnt belnw the new suhgrade ele��atinn and lca�•c in �lace alnng witl� thc dcad man.
G. Remn�=e Retaining Wall {less than 4 feet tall)
1. Remave wall to nearest existing joint.
2. Saw�ut when rerr�o�ing to nearest �oint iy n�t practical. See 3.4.K.
3. Remo�al inc]udes all co�n�snnents of tl�e retaining watl including i�notings.
4. Sidewalk adjaceiii to or attached t�r retaining waIl: See 3.4.A
H. Remn�e Mailbox
1. Sal�age existing n�aterials f�r reuse. Mai�box materaals may need ta be used F�r
recnnstruction.
I. Remo�e Rip Rap
1. Remo�e rip rap to near�st existing dummy, expansinn ar cnnstn��tinn_jnint.
2. Saw�ut when reino�in� to nearest _�oint is ��ot practic;al. See 3.4.K.
J. Remo�e Miscellaneous Concrete Structure
1. Remo�e portions oF �niscellaneaus concrete struciures inclticjin� foundatictins and
slabs that tio not ia�terfere with praposerl constructian ta 2 feet belaw the Finished
grnu��d line.
2. Cut reinfarcement close ta the poi�tioz� af the co���rete to remain in place.
3. Break nr perforate t�te laotti�m n�� struct�a�-es to remairs to pre�ent the entrap�nent of
water.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ? U. ?{} � �
Q� 4I l3 - 5
SELECTIVE SITE L)EMC7LITI[.)h
Page � of S
K. Sawcut
1. Sawing F.qui�znent
a. Power-dri��en
b. Manufactured for Che purpose of sawia�� pa�ement
c. In goocl operatin� conc�ition
d. Shail nnt spall ni� tra�ture the pa�ement to the remova� area
2. Sawcut �er�rendi�ular tn the sur�a�e cnmpletely thrnugh existing �a�•ennent,
3.S REPAIR [NaT USED]
3.6 RE-I�TST�.LLAT[ON [NOT USED]
3.7 SITE QUALITY CO'�ITRQL �N�T' CJSED]
3.8 SYSTEM START[]P [NQT USED]
3.9 ADJUSTING [N�T L]SEI]]
3.I4 CLEA'VIhG [�i�T i1SED]
3.11 CL�SE�UT ACTIVITIES [y�T XJSED]
3.1� PROTECTI�N [N�T USED]
3.13 M �INTENANC� ['��T USED]
3.14 A7"TACHMENTS [y�T USED]
END �F SECTI�V
Re�-isinn [.og
DATE N�LML SL]MMARY OF C'I-IANGE
I 2?f1:'?{l l? D. Jnhnson I.?.A.?. II�Tndified Paymetlt - Items will he suhsidisry t� tretl�ii ntl utiIity= prnject�
C'I"I'Y []F' �'[)RT' �i'C)k"1'fi ['[:)H[] A�artments
S'fAV])A121:1C'ON51'[2l;('7'TC]N SPECI}"IC'ATI(]N f](:]C[1A7ENT5 13'RC 19-U14�
�e�ised 1�eccmUcr'_Il. ?{}��
U�4I 14-1
L1TIZIT'1' REMOVAL: AC3ANI7UNMEItiT
Page 1 of 16
as�cTro�v nz a� �4
UTILITY REM(aVALiABAN��NMEI�"T'
PART ] - GEI� ERAL
1.1 Si]MM�RY
A. 5ection Iz�cludes:
1. Direction for the remor�al, abandonmeiit or salva�ing of the to�lowing utilities:
a. Cat�ndi� ProteGtinn Test Statinns
b. Water Lines
c. Gate Vafves
d. Waier Valves
e. Fire Hydrants
f. Water Meters and Meter Box
g. Water Sa���ling 5tatian
h. Concrete Water Vattlts
i. Saf�itary Sewer Lit�es
j. Saa�itary Se��er Manholes
k. Sanitary 5ewcr Jun�tion Hoxes
l. 5tor»z Sewer Lines
m. Stc}rin Sewer Manliole l�isers
n. Storin 5e��er .lunction ]3oxes
o. 5tor�n Sewer Inlets
p. Bnx Cul�erts
q. Headr��alls and Safety Er�d Treatments
r. Tre��ch Drai��s
B. De�iatinns �rnm tliis City af Fort Wortl� Standard Speciticatinn
1. Nane.
C. Related S�eci#i�atinn Sections include, but are not ne�essari�y limited to:
1. Ui�ision 0- Siddin�� Rer�uirements. C�ntraci Forms and C'onditi�ns of ihe Cantract
2. ❑i�•isinn 1 -- Genera] Reqnirements
3. Sectioi� C13 34 13 - Controlleci Law Stren�th Ma[erial {Ci.SM)
4. Sectinn 33 DS l0 - Utility Trench Fxcavatinn, Einbedrnent and Ba�kfill
5. Sectioi� 33 U5 24 - Installati�n of Carrier Pipe in Casin� or Tunnel Liner Pla[e
G. Sectinn 33 1 I 11 - DuGtile Iron Fittings
7. Sectinn 33 1] 13 - Cancrete Press�►re Fipe, F3ar-��rapped, Steel �'ylinder Type
8. Section 33 1 l l4 - B«ried Steel Pi�}e and Fittings
9. Section 33 12 2S -�'onne�tinn to Existirig Water Mairss
l.Z PRICE AND P�YMENT PR�CEDi1R.ES
A. lltility Lines
]. ll�andonir�ent of L]tility Line by Grouting
a. Measurement
C'I"I'Y [)F F[)RT' �i'C)13"I H ['[:)H[] A�artments
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U�4I 14-2
UTlL1T1' ItEMOVALiAI3ANI7UNMEItiT
Page 2 of 16
1} Measuremeni fc�r ii�is Itein sha11 be per cubic yarci af existing uiility line ta
be grouted. Measure by tickets showin� Lubic yards af �fioui applied.
b. Payme�it
]} The ��=ork �erformed and materials f'urnisf�ed in ac�ordance tivitl� this Item
and measured as pro�ided under "Measurement" s}�all be �aic� for at the
unit price per cubic yard of "Line GroUtin�" for:
a} Various types of utility Iine
c. The price bid sl�all include:
]) �.nw density cellular grout �r CLSM
?} Water
3 } Pa��ement remo�al
4} Lxca�ation
5} I�aulin�
G) Dis�osal nf�excess tnaterials
7j Furnishing, pla�ement and �om��action ofhackfill
S} C'lean-up
2. LTtility Line Reinn�al, Se�sarate Tren�h
a. Measuremenr
1} Measurement tnr this Item shall be per ]inear foot nf existing utility lin� to
be remo�ed.
b. Paymei�t
l j The �=nrk �rerf'ormed and materials furnisl�ed in accnrdance with this Itesn
and measured as pro�ided under "Measurement" shall be paid far at the
unit price bid per linear foot of "Remo�e Line" for:
a} Various types of existing utility lit�e
h} Variaus si�es
c. The price bid sl�all include:
]) Remn�=al and dispnsal of existing utili�y pipe
2} Pa��ement removal
3 } L,xcu��ation
4} I-Iauling
5} ]7ispnsal nt�cxcess materials
6} Furnishing, place�nent and compa�tinn nf'backtill
7} C:le�n-up
3. LTtiliry Line Remn�al, Same Trench
a. Measurement
l) This Item is cnnsidered subsidiary the propnsed utility line being installed.
b. Payme��i
1} '1"he work perfanneci and niaterials Furnis��ed i�� accordance with this Item
are subsic�iary to the installation of praposed utiliiy pipe a��d shall be
suusidia�y tn tf�� �nit �rri�e bid per linear fnot nf �i�e com��lete in place, and
no otl�er compensatioa� will he allowed.
4. Manho}e Abandoa�ment
a. Measurement
l) Measurement f.'or this Item wi11 be per each n�ar�hn�e tn lae abandnned.
b. Payme��i
1} '1"he wark gerfonneci and niaterials Furnisl�ed i�� accordance with this Ite�n
anc3 meas«red a5 pra��ided uncier "MeaSurement" shall be paic� for at the
unit price �id per each "�bandan Manl�ole" for:
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
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U�4I 14-3
UTlL1T1' ItEMOVALiAI3ANI7UNMEItiT
Page 3 of 1 b
'cl� Uc3t1D115 L�1'cIII]e1eI'S
b) Variaus [ypes
c. Tlie price bid shall include:
]} Remn�al and dispnsal at'manhoIe �one
2) Remn�al, sal�a�e and de�i�ery of �i-ame and �over tv City, if appli�ahle
3} Cuttin� and plu��ing of existin� sewer lines
4} L onc:rete
5} Acceptahle material for 1�ackfiIling manhnle vnid
6) Paven�ent remo�=al
T} Lxcavation
8} llaulin�
y} Uisposal of excess materials
1 U) �� �arnishin�;, placeinent and compactioz� of backfill
] l ] S�rface restoration
] 2} C'lean-up
5. Cathodic "fest Station Abandanment
a. Measurement
l) Measurement for this Item will b4 per each cathndic test statinn t� he
abandoned.
b. Payme��t
]} The work gerforined and materials furnist�ed ii� accordance with this Ite�n
and measured as pro�ided under "Measurement" shall be paid for at the
unit pricc bid �er each "Ahanda�l Catliodic Test Station".
c. The price bid shall in�lude:
1} Abandoii cathodic t�si siation
Z} C'.LSM
3} Pa�en�ent remn��al
4) Excavatian
5} Ilaulins�
6} Disposal of excess materials
7} I'urnishin�;, placemeni and compactioa� of backfill
8) C'lean-up
I3. Water Lines and Appurtenances
1. instal �atinn nf a Water Lii�e Pressure Plug
a. Measure�nent
1} Measurement for tl�is ltem sha�l be per each pressure plu� to be instalIe�i.
b. Payme��t
1) The �=nrk �erfor�ned and tnaterials fiirnished in accnrdance witl� this Item
and �neasured as pro�ided under "Measurement" shall be ��aid f'or at the
unit pricc bid fnr ea�h "Fressure PI«g" installed for:
a} Various si2es
c. The prire bid shall include:
1} Furnisliing and installirtg pr�ssurc ��ug
Z} Pa�ement remn��al
3} Exca�ation
4} Ilaulins�
5} Disposal of excess material
6) Gaskets
7} Solts and Nuts
C'1"fY [)F F[)RT' Gi'C)It1'H ['[)I-I[.] A�artments
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�te�ised Decem�cr ? U. ?{} � �
UG4l 14-4
UTlL1T1' ItEMOVALiAI3ANi7[]NMEItiT
Page 4 of 16
S} Furnishin�;, placemeni and compactio�� of embec�rnent
9} �'�arnishin�;, placeinent and campaction of backtill
10] Uisinfection
] l } Testing
]2} Clean-up
2. Abandom��ent of Water Line by Cut ai�d ins[atlatian of Abandonment Plug
a. Measurement
1} Measurement tnr this Item shall be per each �ut a��d abandnnment �rlug
installed.
b. Paymei�t
1} The wctrk performed and materials furnis��ed i�� accordance �vith this Item
anc3 meas�ired as �ro��ided under "Measurement" shall be paid for at the
unit pxice bid fnr ea�h "Water Ahandansnent Plug" installed t�nr:
a) Varinus sizes
�. 'I'he price bid shall inclutie:
1} I'�rnishina and installin� abandanment plu�
Z) Pa�et��ent remn�=al
3 j Exca�atinn
4} Hai�ling
5} C'L5M
b} llisposal of excess material
7J Furnishing, place�nent and compaction of backfill
$) C'lean-up
3. Water Val��e Rema�ral
a. Measurement
l) Measurement f'or this Item will b4 per each water val�e tn he remo�ed.
b. Payn3erst
1} 'I'he work perfonneci and niaterials Funiisheci in accorda�ice t�°ilh this Item
�3nc� measured a5 pra��ided uncier "MeaSurement" shall be paid For at th�
unit pric� bid �rer each '`Reir�o�•e Water Val�'e" fnr:
a) Various si�cs
c. The price bid shall include:
1} Remo�al and disposal of �alve
2} C'LSM
3} Pa�ement remn�=al
4) Excavation
S) HauIing
6} Disposal of exc:e�s materials
7} Furnishin�;, placemeni anc9 compactioa� of backfill
$} Clean-up
4. Water Val�e Reinoval anci Salva�e
a. Measure3nent
1} Measuremeiat for t��is ltein �vill be per each w°ater �al�e [o be remo�ed an�1
sal�aged.
b. Payil�ent
1} The wc�rk perfc�rmed and materials furnished in accordance with this ltem
and measured as �ro��ided �mder "Me�surement" sliall be pai� ft�r at the
unit price l�id per each "Salvage Water Val�e" far:
a) Various sia..es
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
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U�4I 14-5
UTlL1T1' ItEMOVALiAI3ANI7UNMEItiT
Page � of 16
c. �he price bid shall include:
]} Remo�al and Sal�a�e of valve
?} CLSM
3) I]eli��ery tn City
4) Pa�ement remn�al
5} Exca�ation
6} IIaufin�
7} Dis�rnsal ofexcess materia]s
8) Furnishing, placement and �on�pactinn nf backtill
y} C'lean-up
5. Water Val�e Abandonine��t
a. Measure�nent
]) Meas��rement fnr this Item will be per each water va��e tn be ahandnned.
b. Payn�ent
1} The work perfanned and inaterials furnisiied in accordai;ce with this Item
an� measiired as pro��ided under "Measurement" shall be paic� for at the
uziit price bid per each `'Al�ando�i Water Valve" for:
a) Vat-ious Si�es
c. The price hid shall include:
1 } Abandonment of �alve
2} L'LSM
3) Pa�ement remn�=ai
4) Exca��ation
S} Haulin�
6} Disposal of excess materials
7} Furnishing, pla�ement and cnmpa�tinn ofbackfill
8} Clean-up
b. Fire IIydrant IZemovaI a��d Salva�e
a. Measure�neni
1 j Measure�nent fnr this Item wiil be per each fire hydrant tn be remaved.
b. Paytnent
1} The wark performer� and materials furnisl�ed in accordance with this ltem
and meastired �f5 �ro�ided under "Measuremenr" shall be paid for at the
unit price bid per eacl� "Sal��a�e Fire Hydrant".
c. The price bid sl�all include:
]) Remn�al and sal�•agc of tire hydrant
2) 17eli�ery tn �'ity
3 } Pa��ement re�no�al
4} �xca�ation
5} I�aulin�
G) Disposal nf'excess materials
7} I 11I1115�1iIla, placement anci compaction of back1i11
S} C'lean-up
7. Water Meter Rema�al and 5al�age
a. Nleasuremel1T
1} Measurement for this ltem �vill be per each u°ater meter to be removed ai�d
sal�agec�.
b. Paymei�t
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
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U�4I 14-f,
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Page 5 of 16
1} 'I'he wark gerfonneci and niaterials Furnisl�ed i�� accordance with this Item
anc3 meas«red a5 pra��ided uncier "MeaSurement" shall be paic� for �3t the
unit pri�e bid per each "Sal�age Water Meter' for:
a) Various si�cs
2) If a"Water Meter Ser�ice Relocate" is perianned in accordance with
Section 33 12 1Q, remaval and sal�'age or disposal of ihe existing (?-in�h or
smalIer} water meter sh��ll be subsidiary to t�te cost of the "Water Meter
Sen=i�e Relncate", no other campensation will be allowed.
c. The price hid shall include:
1} Removal and salvage of water inetier
2}
3}
4}
5)
bj
7}
S}
Delir�°eiy t� Ciiy
Pave3nent rem��al
Exca�ation
Ha�iling
I]ispnsal of'excess materials
Purnishin�, placement an�i coinpaction of backtill
Clean-up
8. Watex San�.pling Statinn Rcmnva� and Salvage
a. M.easurement
1} Measuremeni for this Item will be per each w°aier sainpli��g statian to be
remo�ec�.
b. Payincnt
]} The ��=ork �erformed and materials f'urnisf��d sn ac�ordance tivitl� this Item
and measured ��s pra�ided under "Measurement" shall be �aic3 far at the
ut�it price 6id per each "5alvage Water Sampling Station".
c. The price hid shall include:
1} Remn�=al and sal�ag� nf water satn�ling station
Z)
3}
4}
5}
b}
7J
s}
Deli�ery tn C'ity
Pa��e�nent removal
Lxcu��ation
I-Iauling
]7ispnsal nt�cxcess mater7ials
Furnishing, place�nent and compactinn ot backfill
C:le�n-up
9. Cnncsete Water Vault Reailo�al
a. Measurement
l) Measuretnent for this Item will b4 per each concrete water ��ault tn be
rema�ed.
b. Yayme��t
]} The work gerforined und materials furnis3�ed ii� accordance with this IteFn
and measured as pro�ided under "Measurement" shall be paid for at the
unit price bic� per each "Remo�e Can�re#e Water Vau3t".
c. The price bid shall in�lude:
l) Rernn��ai and dispnsal nf �o��crete water ��auit
Z} Rernn��ai, sal��a�c and de�i�cry nf tracr�e and cv��er t� �'ity, i{'applicable
3} Remn�=al, sal��age and deli�ery o[�any �al��es to City, if applicable
4) Remn�=al, sal�age and deli�ery nf any water meters to City, it�ap�licabte
5} Pa��ement removal
6} Lxca�ation
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ? U. ?{} � �
U�4I 14-7
UTlL1T1' ItEMOVALiAI3ANI7UNMEItiT
Pa�e 7 of 16
7} I-Iauling
$} Disposal of exc:ess materials
y} I'�xrnishin�, placeinent anci coinpactioii of backfill
] 0} C'lean-up
C. Sanitary Se��er Lines anc� App�artenances
].. Ahat�danz�ent o�' Satiitary 5ew°er Line by Cut and installatinn of Abandnnment �']ug
a. Measurement
]} Measureineni far tl}is Itein shall be per each ciit and abandUnment plu�
installed.
b. Paytnent
] J The w=ork �r��-fo�-med and materials f'urnished irs ac�nrdance lvitl� this Item
and mcasiired as pr����ided u�der "Measurement" shall be paid for at t�e
unit price bid for each "Sewer Abandonment Plug" for:
a} Various sizes
c. The price hid shall include:
l) Furnishing and installit�g abandaniraent �lug
2} Pa��ement re�no�al
3} �xca�ation
4} I�aulin�
5) CI.SM
bj I]ispnsal of'excess �naterial
7) Furnisliing, pla�ement and compa�tinn of laackfiill
S} Clean-up
�. Sanitary S�wer Manhrale Remo�a]
a. Measurement
1} Measuremeni fc�r ii�is Item �vill be per each sanitary sew•er manhale to be
remo�ec�.
b. Payn�e�it
]} The ��=nrk perfornled and materials furnish�d in ac�ordance l��itl� tl�is Ite�n
and measured as pro�ided under "Measurement" shall be paid far at the
unit price 6id per each "kemove Sewer Manho�e" Far:
a} Various �3iameter5
c. The }�rice bid shall include:
] ) Remn�=al and disposal of �iaanhnle
?} Removal, salva�e and delivery of frame and cover to City, if applicable
3} C:utting and pluggin� af exi�ting sewer Iines
4} Pa��e�nent rem��al
S) Excavatinn
G) Ha«ling
7j Dispnsal of�excess materials
$} P�arnishin�, placeirient anri coinpaction of backfill
y} C:lean-up
3. Sanitary S�wer.iunction Stnicture Remava�
a. Measure�nent
1} Measuremeni fc�r this Item �vill be per each saniiary sew•er junction
structure Uein�; removed.
b. Payi�ent
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ? U. ?{} � �
U�4I 14-k
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Page 8 of 16
1} 'I'he wark gerfonneci and niaterials Furnisl�ed i�� accordance with this Item
�3nc� meas«red a5 pro��ided �incier "MeaSurement" shall be paid for �3t the
Fuinp suin bid per eacl� "Remo��e Sewer Junction Box" locati�n.
c. The price hid shall include:
]) Remn�al and dispnsal of junctinn bnx
?} Remo�al, salva�e anci deli�ery of frame a��d cover ta C:ity.
3 } Par°ement re3na�al
4} Excavatinn
5) Hatil ing
6} Uisposal of excess anaterials
?} I'urnisliina, placement arni compaction of backfill
S} C'lean-up
D. Stnz-m Sewer Lirses and App«rtenances
1. Abandonment af Storrn Sewer Line by L:ut �n�i installation ❑f AUando��ment Plu�;
a. Measurement
l) Measuretnent for this Item s11alI he per each �ut and ahandnn�r�ent plug tn
be installed.
b. Yayme��t
]} The work perfarined and materials Furnist�ed ii� accordai�ce with this IteFn
and measured as pro�ided under "Measurement" shall be paid for at the
unit pricc bid fnr ca�h "Storm 1lbandoni�aent Flug" installed for:
a) Various sizes
c. The prire bid shall include:
1} Purnishinb and installin� abandonment plu�
Z} Pa�ement remn�=al
3) Excavatinn
4} Ilaulins�
5} CLSM
6) T]is�nsal of excess materia]
7} Furnishit�g, placemciat and �c�n��actinn c�f'hackfill
8) Clean-up
2. Starm 5ewer Manl�ole Removal
a. Measurement
]) Meas�trennent far this Item wi 11 be pe�- each storm sewer �nanhnle tc� be
reinaved.
b. Payme��i
1} '1"he wark gerformeci and niaterials Furnisl�ed i�� accordance with this Ite�n
and measured as pro�ided under '`Measurement" shall be paid for at the
unit price bid per each '`Reir�n�'e Ma�lhnle Riser" fnr:
a) Various si�cs
r. The price bid shall include:
1} Remo�al and disposal of inanha�e
Z} Rernn�al, sal�age and de�i�cry nf frame and cv��er t� �'ity, if applicahle
3} Pa�ement remn��al
4} Exca�ation
5} Ilaulins�
6} Disposal of exce�s materials
7) Fui�istzing, pla�ement and cnmpaGtion of'laacktill
8) Clean-up
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ? U. ?{} � �
UG4l 14-9
UTlL1T1' ItEMOVALiAI3ANi7[]NMEItiT
Page 9 of 1 b
3. Siorm 5e��•er Junction Box Remo��al
a. MeaSureFnent
1} Measurement far tI�is Item wi11 be per ea�h stoim sewer junclion structure
to be ren�a�ed.
b. Payment
1} T'he work perforined and materials funiisl�ed in accordance wiih this Itefn
an�3 measured as pro�ided uncier "Measurement" shall be paid far at the
unit }�rice hid �er rach "Remo�e Storm 3unction Box" for:
a) Vario«s sizes
c. Tlie price bid shall incl�►de:
1} Removal and disposal of junctian box
?} Remo�al, salvage an�i delivery af frame and cc��er to City, if applicable
3} Pa��eFnent remor�al
4) Excavatinn
S) HatiIing
6} Dispasal of excess materials
7} Furnishin�, placemeni and compactian of backtill
S} Clean-up
4. Storni Sew°er .iunctian Structure Retx�o�°al
a. Measurement
1} Measureinent for tl}is Itein will be �er each storm sewer junction siructure
heing remnved.
b. Paytnerst
1} The wark perfarirred and materials furnished in accordance with t��is Item
and meas�ared �f5 �ro�ided under "Measuremenr" shall be paid for at the
IuiTip sum bid per each "Re�z7vve Storn� .Iunctinn Stru�ture" location.
c. The price bid sl�all include:
]) Remn�=al and dispnsal af_junctivn struchire
2} Reinoval, sal�a�e and delivery af frame and cv�er to City, if applicable
3 } Pa��ement remo�al
4} Exca�ation
5} Ha«Iing
6} Dis�osal nf�excess tnaterials
7} I'urnishin�;, placement anci compaction of backlill
�) C'lean-up
S. Storm Sewer Inlet Rema�al
a. Measuremenr
1} Measurement for this Item will be per each stonn setver inlet ta be
remaved.
b. Paymei�t
l} The �=nrk �rerf'ormed and materials furnished sn accnrdance with tk�is Itesn
an� measured as pro�ided under "Measurement" shall be paic� for at the
unit price bic� per eath "Rei��o�e 5torni Inlet" for:
a) Variaus types
h) Varia►�s si�es
c. The price hid sl�all include:
]) Renan�=al and disposal of inlet
?} Pa��ement removal
3 } Lxca�ation
C'1"fY [)F F[)RT' Gi'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ? U. ?{} � �
�)2 41 l4 - I Q
UTlL1T1' ItEMOVALiAI3ANI7UNME1tiT
P:t�e lil of lb
4} I-Iauling
5} Disposal of exc:ess materials
6} I'�xrnishin�, placeinent anci coinpactioii of backfill
7j C']ean-�ip
b. Starm 5ewer Juncti�n Bnx Re�no�al
a. Measurement
l) Measurement f'or this Item shalI he per linear foot o� existing stnnl� sewer
bnx to be rerno�ed.
b. Payment
]} The w�ark perforine�i and materials furnist�ed ii� accordance with this Ite�n
��n� measured ati prc��ided under "iNeasurement" shall be paid for at the
unit price hid per linear faot of "Remove 5torm Junction Box" for all si�es.
c. The price bid shall includ�:
1 J Retnn�al and dis��nsal nf Stvrnt Sewer Bnx
2} Pa�°eFnent re3na�al
3} Excavatian
4) Hatiling
S) 17isprasal n� excess materia]s
6} Furnishing, pla�ement and compa�tinn ofbackfill
7} C'lean-up
7. Head��alliSET �emo�al
a. Measurement
1} Measureinent far t��is Item ��i11 be per each I�eadw°all ar safety end
treatment {SET} ta �e remo�ed.
b. Payment
l) Thc w=nrk perf'ormed and inaterials furnished in accnrdailcc u•ith this Item
and measured as pro�ided under "ivleasurerne�iT" sl�all be paid f'nr at the
unit price bici per eacl� "Remo��e He��d�°a1lIS�T".
c. T'he prire Uid shall inclucie:
l J Retz-in�=ai and dis�nsa] ofHeadwalIiSET
2} Pa�enient remn�al
3 } Excavation
4} 1-Iauling
S} Uisposal ol excess materials
6} Fu�7�ishing, E�laGement and cnmpactinn o�'backtill
7) C'lean-up
8. Trench Drain I�emo�al
a. Measure�nent
]) Measurement f.'or this Itcro sl�alI he per linear f'oot of stnrm sewer trench
drain to he re�nn��ed.
b. Paytne��t
1} The wark perfonned and materials furnisi�ed in accordance with this Item
an� measured as pro�ided under "Measurement" shall be paid far at ihe
unit �xice bid �er linear foat of "Remove Tren�h Drain" fnr:
a) Varinus si�es
c. I'he price bid shall in�lu�ie:
1} Remo�al and disposal of stc�rm sewer line
2} Pa��e�nent remor�ai
3) Excavation
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ? U. ?{} � �
�)2 41 l4 - I l
UTILITY REMOVALiAI3ANI7UNME1tiT
P:t�e 11 of lb
4} I-Iauling
5} Disposal of exc:ess rnaterials
6} I'�xrnishin�, placeinent anci compactioi� af backtill
7} C']ean-up
l.3 REFEREhCES �NaT USED]
l.4 ADMINISTRATIVE REQti [REMEI� TS
A. C'oorciinatian
].. Cnnta�t Ins�ectnr and the Water I7epartment Field {aperatinn St�rage Yard f'n.r
cvardinatinn nf� sal�age material return.
1.S SUSI��ITTALS [��T L1SED]
l.6 ACTI�N SllSM�TTALS1INFaRM�TIONA�. SUSM[TTALS [��T LTSEI]]
1.7 CLnSE0L1T SLTBMITTALS [NOT USEDt
1.8 ib1�IN'CENANCE MATERIAL SUBMITTALS �NQT LISEDj
1.9 QC]AL1TY ASSURANCE [Nn'T' i7SEU]
1.10 �ELIVERY, ST�RAGE, AND �[AwDLING
A. �torage and �Iandling Reyuirements
1. I'rotect and sal�age all materials such that na daina�e occurs during delivery to t��e
City.
1.11 �'IELD [S[TE] CUN�ITIOVS �NDT L]SED�
1.12 'WARR�I�TY [1V�T X�SED]
PART � - PR�DUCTS
Z.1 �VVNER-Fi�RNiSHED �nx� OW1�ER-S[]PPLIE� PRnDi]CTS [�QT USED]
�.Z MATERIALS
Z.3 �►.CCESSnRIES [NOT i15�D]
2.4 SDLiRCE QUALITY C��iTRdL [N�T USFD]
PART 3 - E�ECi.]TIQN
3.l [NSTALLERS [NaT USED]
3.Z E.xA.M.I]�A.T.IDh []�QT L�SED]
3.3 PREPARATIDiV �ND7' C]SED]
3.4 I�:MQVAL, SALVAGE, ANU ABAI��ONMEI�T
A. General
C'1"fY [)F F[)RT' Gi'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ? U. ?{} � �
�)2 41 l4 - 12
UTlL1T1' ItEMOVALiAI3ANI7UNMEI�T
1. Manho3e Abandonme��t
P:t�e 12 of lb
a. AIl inanholes that are to be takei� out of ser�ice are to be remo�ed iinlesy
specifit;ully reyuested andlor approved by Ciiy.
b. Ex�avate and back#�ill in accnrdan�e witl� Section 33 05 1[].
c. Recno�•e and salvage inanl�nle traane and cn�er as cnordii�ated ��ith City.
�l. Ueliver sal�°a�ed maierial to t�e City.
e. Cut and plu� sewer lines ta be abar;doned.
f. Ba�kftll n�anhole �oid in accnrdanGe with C'ity Sta�ldard Details.
B. Wuter Liney and App�artenances
] . Water Line F'ress«re PI�tgs
a. �uLiile Iron Water Lines
1} Exca�vate, er��k�ed, and backfill in accordance with Sectioil 33 QS 1 Ll.
2} Plug ��ith an M.1 Plug with mechanical restraint and blockin� in accorciance
«•ith Sectinn 33 1 I 11.
3) Pertor►� Ci�t and Plug in a��ordan�e w=it� Section 33 l2 Z5.
b. PVC: C:90U and C:905 Water Lines
1} Lxca�ate, em6ed, and backfill in accordance with Section 33 OS � U.
Z) Plug with an M7 Plug ��ith mecllanical restraint and blacking in accorda�ice
with Sectinn 33 1 l I 1.
3) Perform C'�it and Plug in a��ordance �=ith Section 33 12 Z5.
c. Concreie Pressure Pipe, Bar Wrapped, Steel Cylincier'I'ype Water Lines
1} Exca�ate, embed, and backfill ia� accorda��ce with Section 33 US I U
Z) Plug using:
a) A�ahricated �lug restrained by welding nr hy a Snap Ring in
accordaz�ce with 5ection 33 11 13: or
b) A blirni t7ai��e in accordance w°i[h Section 33 11 13
3) Perform C'�it and Plug in a��nrdance with Section 33 12 Z5.
d. Bur�ed Steel Water Lin�s
1} Excavate, ei��bed, and backfll in accorda��ce with Section 33 U5 I U.
7} ]�]Ua L1S1I1�:
a) A�ahricated �I�ig restrained by welding ir� accnrdance ��itl� Sectinri 33
1 ] l4; nr
b) A blirni t7ai��e in accordan�e w°i[h Section 33 11 14
3} Perfon�� Cut anci Plug in accorr�ance wilh Section 33 12 �5.
2. Water I,ine Ahandnnment Plug
a. Ex�avate and back�ill in ac�nrdan�e wit11 Sectinn 33 05 1 a.
b. Plug wit�� CLSM in accorda�3c:e with Section U3 34 13.
3. Water I.ine Ahandonment hy Cirauting
a. Fx�a�ate and backtilI in accardan�e with Se�tini133 QS l0.
b. Dewater tirnm existin� line t� be grnuted.
c. PiII line w•iih Low Derasity Cellular C'rrout in accordance witi� Sectiian 33 tl5 24
ar CLSM in accordance witih 03 34 13.
d. Dispnse af any ex��ss material.
4. Water Line Remo�°al
a. Ex�a�ate and hacktill in accnrdan�e with Sectinn 33 05 1{].
b. Cut existing line ['�-nm the utility system pz-ior to re�x�n�•al.
c. Cut any s�:tvices prinr tn ren�t��al.
ci. Remave existing pipe line anc3 properly �iispose as approved by City.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ? U. ?{} � �
�)2 41 l4 - 13
UTlL1T1' ItEMOVALiAI3ANI7UNMEI�T
P:t�e 13 of lb
5. Water Val��e Removal
a. �xca�•ate and laackfill in a�cordaiice with Section 33 C]5 1t3.
b. I�emove and dispose of �alr�e bonnet, wedge and stem.
c. FiII �•al��e body with CLSM in accordance with 5cction D3 34 13.
b. Water Val��e Rei�io�al ancl Salvage
a. Exca�ate and hacktilk in accnrdan�e wit11 Se�tinn 33 QS 1.0.
b. R�i13n�c �•al��e hnnn�t, wedge aild stem.
c. Deliver sal��aged znate�-ia] tn the Water Departzxacnt Field Q�reration Storage
Yard.
rl. Protect sal�a�ed materials froFn damage.
e. FiII �•al�e hody with CI..SM in accnrdance with Sectinn 03 34 l3.
7. Water Valve flbandnnment
a. �xcavate ancj hackfill in accorclance with Sectian 33 Cl5 1t1.
b. Remo��e the top 2 Leet af the �al�e stack and any �alve extensions.
c. FiII the remaining �alve stack �°ith CLSM in accvrdance with Section D3 34 13.
$. E'ire IIydrant Remo��al ai�d 5alva�;e
a. I:xca�°ate anc� 6ackfill in accorda�tce with Section 33 05 lU.
b. Remove Fire Iiydrant.
c. Place ahandontr�ent �Iug nn �ire hydrant lead line.
d. Deli�•ea� salvaged tire hydrant to the Water I]�partment �'ield C7peration Storage
Yard.
e. Protect salva�ed �nateriafs fro�n damage.
9. Water Meter Remo�al and 5al�agc
a. Remove and salva�e water meier.
b. Return sal�a�ed meter t� I'roject Representative.
c. City will prn�ide replacement meter for iristaliation.
d. Meter Bnx and L,id
1) Rei�n�=e at�d sal��age cast iron n�eter box lid.
?} Remo�e and tlispose of any noa�-cast iron zneter bax lid.
3} Return salva�ed i�iaterial to ti�e Water llepartment Pie�d Uperation Stora�e
Yard.
4} Rernn�e and dis�osc of'meter hox.
lU. Water Sample 5tation Remo�al and Salva�e
a. Re�no�•e and salvage existing water sample statian.
b. Deli�•er sa��aged material tn thc Water I]e�artment Field [7peratinn Stnrage
Yard.
1 I. C'oncrete Water Vau1t Remor�aI
a. Fx�a�ate and backtill in accnrdan�e with Sectinn 33 D5 1{].
b. Re�1�o�e and sal�age �•auIt lid.
c. Remove and salvage valves.
ci. Remave and sal�ag;e meters.
e. Deli�•er sal�aged inaterial tn the Water Department Field Dperatinn Storage
Yard.
f. Remo�e and dispose of any pipin� �r other app�artenances.
g. �emalish and re�no�ve entire concrete ��ault.
h. �ispose af alf excess materials.
12. Cathodic Test Station Abandanmen[
a. L;xca�ate and back�ll in acc��rdance with Sectic�n 33 05 1(]
C'1"fY [)F F[)RT' Gi'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ? U. ?{} � �
�)2 41 l4 - 14
UTlL1T1' ItEMOVALiAI3ANI7UNMEI�T
P:t�e 14 of lb
b. Remove tl�e tap 2 Feei af the catl�odic test station stack a��d conients.
c. Fill any reinainir�� '��oids with CLSM in acc�rdance wit� Sectian 03 34 13.
C. Sa�iitary Sewer �ines and Appurtenan�es
1. Sanitary Sewer Line Aba��doninent Plu�
a. Fx�a�ate and �rackfill in ac�nrdan�e with Se�tinn 33 OS l0.
b. Rei�o�e and dispnse nf any sewage,
c. Plu� witl� C1.5M in acc�rda���e with Section U3 34 ��.
2. Sanitary Sewer Line Aba��domnent by Grou[ing
a. Ex�a�ate and backt7lI in accnrdance with Section 33 OS lfl.
b. De�rater and di spose of aily sewage krnm tlie existing 1 ine ta lae grauted.
c. Fil� line with Low Density Cellular Grout in accordance wit�� Section 33 OS 24
or CLSM in accorciance with U3 34 13.
d. Dispnse nf any ex�ess material.
3. Saniiary Sewer Line Removal
a. �xca��ate and 6ackfill in accordance with Sectian 33 C15 1(].
b. Cut existin� line fi-nm the utility system �rior to remo�•al.
e. Cut any seiti�ices prior t�� remn�al.
d. Reir�o�•e existing pipe line and �rnperly dispnse as a�rpro�ed by City.
4. Sanitary SCiver Manhnles Remo��al
a. A�1 sanitary sewer rnanhnles that are to be tak.en nui of service are tn be
re�n�ved i�nless specificully requested anc��'or appro�e�l by City.
b. Exca�aie and back�ll in acc��rdance with Sectic}n 33 05 10.
c. Remave and sal�age manhale trame a��d cover.
d. Deli�•er sal�aged �naterial tn the Water Department �'ield Dperatinn Storage.
e. Demnlish az�d remn�c entire cnncrete manhnle.
f. Cut and plu� sewer lines ta be abandoned.
5. Sanitary Sewer.�unction 5tructr.s�-e Removal
a. Fx�a�ate and backtill in accnrdat�ce with S��tinn 33 D5 10.
b. Re�1�o�e and sal�age znanl�ole tra�ne and cn�er.
c. Deliver salvaged maierial to tIie Water Uepartment Pield Uperation Storage.
d. L]emalish and remo�e entire cancreie manhale.
e. Cut and }�lug sew=er liTies to be ahandoned.
D. 5torm Sewer Li��es and Appurtenances
].. Storm Sewer Ahandonment Ptug
a. Exca�ate and hackflll in accnrdan�e wit11 SeGtinn 33 QS 1.0.
b. Dewater lit�e.
c. Plug �r�ith C1.SM in accorda��ce with Section U3 34 13.
2. Storni Sewer Li�1e Abaaidoilme�lt by C"rrouting
a. Excar�ate and �ackfill in accordance with Sectian 33 U5 1 U.
b. Uewater the existing line tt7 be grouted.
c. FiII line with Low Densiry �'ellular Crrout in a�cordance with Section 33 �S 24
ar CL.SM in accordan�e with 03 34 13.
rl. Dispose of uny excess �naterial.
3. Storm Sewer Line Removal
a. Ex�a�ate aild �sacki�ili in accnrdance �rit11 Se�tian 33 QS 10.
b. Re�no�e existing pipe ]ine and prnperly dispose as appro�•ed hy City.
4. Starm Sewer Manf�ole Remaval
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ? U. ?{} � �
�)2 41 l4 - 15
UTlL1T1' ItEMOVALiAI3ANI7UNME1tiT
Px�e 1� of lb
a. AIl storm sewer manholes ihat are to be taken out �f service are to be remc��ed
tanless speciFically requestec� aiidlor approved by City.
b. L;xca�ate and back�ll in a�ccirc{ance with Sectictn 33 05 10.
c. De�x�olish ax�d remn�e entire �nncrete manhnle.
d. Cut and }�lug storm sewer lines to he aUandnned.
S. Storm Sewer T�inctinn Rnx andior ]unction Stru�ture Remo�•al
a. Fx�a�ate and �rack�ill in accn�'dance with Se�tinn 33 05 l0.
h. Dezr�olisl� a��d remn�e entire �oncrete structure.
c. Cut and plu�, stonn sewer lines to be abandaned.
b. Siorm 5e��•er Inlet Removal
a. Ex�a��te and back�ill in accnrdance witl� Section 33 QS lfl.
b. Deannlish azzd remn�=e entirc �nncrcte inIet.
c. Cut and plu�, stc�nn sewer Li��es to be a6andoned.
7. Storm Sewer B�x Renlnval
a. �:x�a�ate and hacktill in accnrdance witl� SeGtion 33 QS 10.
b. Cut existins� line frain tl�e utility syste�n prior to remo�al.
c. C u[ any serr�ices priar to reinoWal.
d. Recno�•e existizlg pipe ]ine and �rrnperly dispnse as ap�rra�ed hy City.
8. �Iead�uall.�SET Removal
a. Exca��aie and backfill in accordaaice with Sectian 33 d5 10.
h. Deaz�nlisl� at�d remn�e eritire �cfncrete inl�t.
c. Cut and plug storm sewer lines to he abandnned.
9. Siorm 5ew•er 7ren�h llrain Remo�°al
a. Exca�aie and backfill in acc�rdar�ce �r�ith Section 33 05 1C1.
b. Reir�o�•e existiilg pipe line and dispnse as approved by �ity.
3.5 RF.P.AIR I REST�RAT[�h [nQT LISEn]
3.6 R.E-I�STALLAT�QN [N�T []SED]
3.7 FIELD �n�] SiTE QLIALITY C�NTR�I.�
3.8 SYSTEM STARTL]P �I�QT USED�
3.9 ADJUSTING [NOT USEDj
3.10 CLEA:YII�G �iV�T US�:U�
3.11 CL�SE�UT ACTIVITIES [w�T XtSED]
3.12 PROTECTIDN [iVD? C]SED�
3.I3 NIAINTENANCE [V�T i1SED]
3.14 ATTACHMENTS [�T�T LTSEa]
C'I"I'Y [)F F[)RT' �i'C)13"I H ['[:)H[] A�artments
5'fAVI.]A171.1C'ON51'[2l;("1'TC]N SPECTFIC'A"fT[:]N f�[:]CUA7ENT5 f3'RC 19-U14�
�e�ised 1�eccmUcr'_Il. ?{}��
D241 l4- If,
L1TIZl'I'1' REMOVALir1DANI7UNMEItiT
END �F SECTI�ii
Px�e 16 of 16
Revision Lng
DATE NELML SUMMARY OF CI IANGE
I?.C.'.3.�. — Ii�clude Prame and C'nver in Payment de;criptini�
I �!20i 12 L?. luluison ['hrou�hUul — addec{ �thandonment of ytorin and se�[�er naanholes �e�hen reyuesled
aildlnr a�,proved l�y [:ity
C'I"I'Y []F' P[)k'C" �i'C)13"I H C[)H[] Apartments
S'fAV])A121:]C'ON51'[2l;("1'T[]N $PEC:T}�IC'A"fT(]N ll(:7C'[1A9ENT5 13'RC' 19-U14�
�e�ised 1�eccmUcr'_Il. ?{}��
UG4I lS-1
PAV11tiC� RF,!A[)VAL
P:�ge I of b
SECTI�N 0� 4l 1.5
PAVING RGMC]VAL
PART 1 - GEI�EHAL
1.1 S11:�'iMARY
A. 5ection [i�cludes:
1. Removing cancrete paving, asphalt paving and bri�k pa�=ing
2. Remo�in� concrete c�.u-b and �utter
3. Remo�in� concrete �alley �utter
4. Millin�; roadway pa�ing
5. Pu1��eriLation oF exisiin�; pa�vement
b. Uisposal oF remo�ed inaterials
B. De�iations from this C'ity of Fnrt W�rth Standard Specitication
1. N�ne.
C. Related Specifi�atinrs Sections include, h�at are zzvt necessarily limited to:
1. Division U- Biddin� Requireiiients, C ontract Fonns, and C:o��ditions of the C'ontract
2. Di�•ision 1- C,eneraI Require�nents
3. Sectian 32 11 33 - Cement Treaiec� 8ase Caurses
1.2 PR10E AND PAYMEN7' PR�CEDURES
A. Measureinent and Payment
1.. Measurement
a. Remove C'oncrete I'a�in�: measure by tl�e square yard froin back-to-back of
curbs.
b. Reir�v�•e 11s�rhalt Pa�ing: measzire by the square yard between the lips of'
gutters.
c. Recno�•e F3rick Paving: ineasure by the square yard.
�l. Ren�ove Concreie Curb and tiLitter: ineasure by ti�e linear Loot.
e. Remo�e C'vncrete Valley Gutter: 3neasure l�y the square yard
f. Wedge Milling: measure uy the sq«are yard fnr �arying thickness.
g. 5urfa�e Milling: �neasure hy thc square yard for �arying thickness.
h. I3utt Milling: measured by the linear Fa�t.
i. Pa�ement Pul�erization: ineasure by the syuare yard.
j. Re�no�•e Speed Cushion: �r�easure by each.
2. Payment
a. Ren�ove Cancreie I'aving: full ct�mpensation far saw cuttin�;, remo�a�, haulin�,
dispnsal, tnals, equipment, ]abnr aa�d incidentals needed to execute ���ork. Fnr
utility prnjects, this Iten� shaIl be cnilsidered subsidiary tn the tren�h aa�d nn
other cn�n�ensation w°ill la� allowed.
b. Remove Asphalt Pa�•in�: 1u11 coFnpensation for saw cuttin�, removal, ��aulin�,
disposal, tools, equipia�ent, lahor anc� incidenials needed to execute work. F�r
�itility prnjects, tliis Ite�n shaIl he considered subsidiary to the trench a��d r�n
ntk�er cnn�pensation will hc a�lowed.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAV�]ARI:] C'ONS fki;["1'TC]N SPECII"IC'ATIC7N �[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Febnia�v 2. ?Dl 6
UG4I lS-2
PAV11tiC� RF,!A[)VAL
P:ss�e 2 of b
c. Remove Brick I'avin�: full cc�inpensatian for saw cuitin�;, rema�al, sal�agi3��;,
cleaning, haulin�, disposal, taols, eyuipmeni, labor and incidentals needed to
exeLute �vc�rk. For utility projects, this Item sI�all be considere�i subsiciiary to
t11e trencl� and nn ather cnixr�ensativn ��iIl ue al�owed.
d. ReCno�'e Coi�crete Curh and C"rutter: fi�l] compensation fnr saw �utting, remn�al,
hauliii�, disposal, toals, equipinent, labor ancl incidentals needed to execute
�vork. For ulility projects, tliis Item shall be considered subsidiary to the trench
and nn othex- cotx��rensation w°il] he alln�=ed.
e. Re�1�o�e Cnncrete Valley Gi�tter: full �ntxipensation fn�- saw cutting, rema�al,
haulin�, ciisposal, tools, equipinent, ]ab�r and incidentals nee�ied to execute
��ork.
f. Wedge Millir�g: full cnmpensation fnr al� milling, hauling milled n�ateria� to
sal�age stnck�ile nr disposal, tools, lahor, eq�iipnlent and incidentals iiecessary
to execute the �vork.
g. Surface MilliiYg: full c:o�npe��sation for all millina, haulin� inilled maierial ta
sal�•age st�ckpile n�- disposal, tools, laboz�, eyuipnnent and it��identals ne�essary
to cxe�ute the wnrk.
h. Butt Millin�: full campensatian iar all milling, hauling milIed material ta
sal�a�e st�ckpile or disposal, toals, lab�r. eyuipment a��ti incidentals necessary
ta execuie the work.
i. Pa�ement Pul�°eri�arion: ful] cnn�pensatinn fc�r aIl lalaor, material, equipment,
tovls and in�identals necessary to �ul�eri�e, remn�=e and store tlae pul�erized
material, undercut the base, nuxin�. �ompaction. haul off, sweep, aa�d dispose
af the u��dercut material.
j. Remo�e speed cushion: full coinpensatioi} For retno�al, hauling, disp�sal,
toots, equipment, 1aYsnr, and incidentals ne�ded t� execute the work. For Litility
�rojects, this Iten� shall be cnnsidered subsidiary tn the tren�h and nn other
�on�pensation wiLl Ue allowed.
L�. i�fa payment for saw cuiting of pavement or curbs and �utters will be inacie
�i�ldez- tliis s��tinn. IncIude Gnst of such work in unit prices f'vr ite�ns ]ist�d iri
bid fnrm rcquiring saw �utting.
1. No payment will be made FUr w�rk outside maximurn payment Limits in�icated
on plans, or for paverr�e��ts or str�actures remo��ed for C;ON'T'kACT[�Et's
cn�iventence.
l.3 REFERE]lCES
�1. ASTM interr�ational (ASTM}:
a. D69�. Standarci Test Methods For Laboratary C:oinpaction Characteristics of
Sail Usin;r Standard Effart (12 4U0 ft-lbflft3 (fi[30 kN-rrv'in3})
1.4 ADM1�i15TRATiVE REQti[REMENT5 ��1QT USEDj
1.5 Si]BMITTALS [VQT USED�
l.6 ACTIDN Si?SM.ITTALSIINF�RMATI�NAL SUSII'[TTTALS [�T�T USED]
1.7 CLQSE�iJT S[JSNIITTALS [NQT USE�t
1.8 M�INTENANCE MATERIAL SUI3MIT?ALS [NQT C75EDj
1.9 Q[]ALITY ASSURr1]�CE I�iOT i]SED]
1.I4 DELIVERY, STQRAGE, AND HA�TDLIIVG [NUT USED]
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAV�]ARI:] C'ONS fki;["1'TC]N SPECII"IC'ATIC7N �[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Febnia�v 2. ?Dl 6
UG4I lS-3
PAV11tiC� RF,!A[)VAL
P:�ge 3 of b
�.ta ��E��D ��IVDITIOI�S [�I�T LTSEI?]
1.i2 t�vAux��TY �h'QT USED]
PA.RT 2 - PR�DUCTS
2.I QWNER-FUR1Y1Sl�ED PR�DLTCTS [NUT C�'SED]
2.2 EQIJII'MEwT [V�T US�D�
2.3 ACCESS�RIES [NnT i�SED]
2.4 SQi1RCE QUALITY �:�NTR�L �NDT' LISEUJ
P�'�RT 3 - EXECUTI�N
3.l EXAMihATi�h [��T USED]
3.2 INSTALL�.RS �NQ7' [JSED�
3.3 PR�;PARATI�N
A. Ge��eral:
1. Mark pa�•ing r�n�t��°a] limits fnr City a�pro�a] prior tn beginning rernn�•al.
2. I�ientify knawn utililies belo�� grade - Stake and flag locations.
3.4 PAVENiENT �tEM�VAL
A. Cieneral.
1. Exercise cautian tn niinim�ze datnage to underground utilities.
2. Minimize amoUni of earth remo�ed.
3. l�emn�e pa�ing tn neatly sawed jnints.
4. Use care ta pre�ent fracturin� adjacent, exis[in� paveinent.
B. Sawing
1. Sawin� Equipment.
a. Potiver-dri��en.
b. Manutactured fnr tl�e pur�ose nf sa«•ing pa��ement.
c. In gnnd operating cnnditinn.
�l. Shall not spal� or fracture the gaveinent slruct�are adjaceni ta the remo�al area.
Z. Sawcut �er�endi�ular to thc surFace tn fuIl �a�eme��t depth, �arallel and
�er�eildicular to existing_joint.
3. Sa�vcut parallel to the ari�inal sawcut in s�uare ar rectangular fasl�ion.
4. If a sawcut talls within S f�et o£ an en existing duminy joint, �nnstru�tion joznt, saw
joint, cold joint, expansion joint, erl�e of pa�ing or �utter lip, remove pa�ing to ihat
joint, edge or lip.
S. It� a pa�et�ent edge of a cut is daCzaag�d subsequeni tn saw cutting, saw tn a�sew,
neat, straight line for t�e purpose ot reailo�ing the damaged area.
C. Remn�=e C�ncrete Pa�i�ag and Cnncrete Valley Gutter
1. Sarvcut: See 3.4.E3.
2. Rem��°e co��crete ta the nearest expansio�� joint or �ertical saw cut.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAV�]ARI:] C'ONS fki;["1'TC]N SPECII"IC'ATIC7N �[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Febnia�v 2. ?Dl 6
UG4l l�-4
PAV11tiC� RF,!A[)VAL
P:�ge 4 of b
D. Rema�e Cancrete Curb and Ciutter
1. Sawcut: 5ee 3.4.E3.
?. Minimuan �iinits ofremn�al: 3Q inclies in length.
E. Remn�e Asphait Pa�it�g
1. Sa�vcut: See 3.4.g.
2. Aemove pa�ement witl�nut disturhing t�e base anate�-ial.
3. Wl�ers sho�=n ❑n the plans or as directed, stockpile rt�aterials designated as
sal�a�eable at �3esir�z�ated sites.
4. Prepare stnckpile area by remn�ing �°egetation and trash and hy �rn��iding for
proper drainage.
F. MilIing
].. General
a. Mill surfaces to the dept�} shawn in ihe pla��s ar as directed.
b. Do nat ciama�e �r ciistigure a�ijacent work or existin�; surface irnpra��ements.
c. If milling ex�roscs sCtannth underlying pa�ement s�Frfaces, mill the smnoth
s���-tace to n�ake rough.
d. Pro��ide safe teinporary transiiion where ��el�icles or peciestrians musi pass o��er
the milled edges.
e. Reir�o�•e excess material and clean �nilled surfa�es.
f, Sto�kpiling ot�planed n�aterial w=iIl not be pei7nitted witl�in the right of way
unless appr�ved by the C'ity.
g. Tf [he existi��� b�ise is brick and ca��not �e inilled, reinove a 5 foai widt�� af the
existing bri�k base. See 3.3.G. for brick pa�ing removal.
2. Milling Equi�rment
a. Power operated n�illing �nachine capable of remo�ing, i�� one pass t�r two
gasses, the necessary pa�emenl thi�kness in a f�e-foai minimutt� width.
b. Self-pz'np�lled with suffi�sent potiver, tractian and sta�rility tn illaintain accurate
depth n�� �ut and slope,
c. I:quipped with an integral loadin� an�i reclaimin� means to innnediate�y
re�nove material cut from the surface of the roadway and dischar�e the cuttin�s
intn a t�-u�k, aIl in nne operatian.
d. Fquipped «•ith means to contrnl dust created hy the c��tting action.
e. �,quipped ��vith a manual syste�n pro��idin�; for uniformly �arying the depth oP
cut while the machine is in mc�tior� makin� it possiUle ta cut flush to all inlets,
manhnles, nr otller nhstz-u�tions witlzin the pa��ed area.
f. Variable S�eed in nrder to ]eave tlae s���itied grid pattenl.
g. E9uip��ed to miniinize air pnllution.
3. Wed�e Millii�� and SurFkce Milling
a. Wedge MiII existing asp��alt, �onca-ete nr bri�k pavement frnzz� tl�e li� nf'gutter
at a de�th nf Z inches and transitinnit�g to match the existing pa�•emer�t [0-inch
cut} ai a minimum width of 5 feet.
b. Surface MiII existii�� asphalt pavement to the depth specified,
c. Prn�=idc a milled surtace that �ro�°ides a unifnrm su�-ta�e free frnm gouges,
ridges, ❑il tiln�, and ot�er im��rfe�tions of w�rkmansliip l��ith a uni#orm
texiured appearance.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAV�]ARI:] C'ONS fki;["1'TC]N SPECII"IC'ATIC7N �[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Febnia�v 2. ?Dl 6
UG4l l�-5
PAV11tiC� RF,!A[)VAL
P:�ge � of b
d. In all situations wi�ere the existiz�g II.M.A.C. surface c�ntacts the curb face, the
��ed�e millin� includes the rem�val �f tlie existin� asp3�ali co�eri��g the �utter
up tc} a�id alon� ihe face of curh.
e. Perfnrn� wedge or surta�e r��illing o�seratia�l �n a cnntinunus man.ner alnng f�ath
sides of�the street or as dire�ted.
4. Biatt Jc�int Milling
a. Mill hutt joints intn the existing surface, in assn�iation with the wedge milling
nperatinn.
b. I3utt joint will pro�ide a full r��idi1� tra»sition section anc� a consta3lt ciepth at the
point where the �ew� o�erlay is tenninateti.
c. Typi�al �ncativns f.'c�r butt jnsnts are at all beginnsng and ending pnints ot streets
wlic.re �a��iizg tnaterial is remn�ed. Prinr to the milliilg af the butt joiilts,
cc�nsult with the City for proper location and lsmits of these joint5.
d. f3titt Milled joiuts are reyuired on 6ath sides oF alI railroac� tracks and cancrete
vaIley gutters, bridge decks anc� culr�erts and all ot��er items wl�icl� trans�erse
the street and end tl�e continuity nf the asphalt surtace.
e. Make each buttjc�int ZO feet �vi�g and n�illed nut across the tiall w°idtl� nf�tl�e
streei section to a tapered dept�� Uf 2 inch.
f. �T'aper the milled area within fhe ?U-feet to a depil� from U-ii�ch ta 2-inch at a
line adjacent tn the beginning and ending points nr ii�termediate tra��sverse
items.
;. Provide a temparary wedge of asphalt at all butt jaints to pro�•ide a sFnooth ride
y o�'er the l�ump.
G. Remn��c Rrick Pa��ing
1. Remor�e masanry pavi��� units ta the lirnits spe�ified in the plans or as directec3 I�y
the City.
2. Sal�age existin� bricks for re-use, clean. palletize, and deliver to the City Sto�k pile
yard at 33QU Yt�ma Street or as direLted.
H. Pavenie�lt Pul�eri�atinn
1. Pulverizatian
a. Pul�'erize the existing pavement tn depth nf $ inches. See Se�tinn 32 1 l 33.
b. Teinpnraz-ily rea�ao��e and store the 8-inch dee� pulveri7ed material, t11en cut the
�ase 2 inches.
c. Start 2-incl� �ase c:ut at a depth of $ inches fram the existin� pul�'erized surface.
Z. �'ernent Applicatinn
a. CJse 3.5`% Yortlanci ce3nent.
b. See Section 32 11 33.
3. Mixing: see Sectinrs 32 l l 33.
4. Coinpaction: see Section 32 11 33.
S. Finishing: see 5ectinn 32 11 33.
b. Curin��: see Seciian 32 11 33.
7. If the existin�* pavement has a combination af 10 ir�ches oF H.M.A.C:. and Ln�shed
stnnelgra�el :
a. Undercut nnt required
b. Pul��eri2e 1 U inches deep.
c. Ren�o�e 2-inch ihe lc�tal pul�erized amau��i.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAV�]ARI:] C'ONS fki;["1'TC]N SPECII"IC'ATIC7N �[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Febnia�v 2. ?Dl 6
Q�4I l�-b
PAV11tiC� RF,!r1[)VAL
P:�ge 6 of b
I. Rema�e speed cushion
1. S�rape nr sawc�it speed cusliinn firnn� existirsg pa�e�r�ent w=ithnut damaging existing
pa��emcnt.
3.S REPAIR [NaT [ISED�
3.6 RE-IiISTALLAT[QN [N�T USED]
3.7 �'IELD QUALITY C�NTRQL �hDT L]SED�
3.8 SYSTEM START[]P [NnT USED]
3.9 ADJ[JST11�C [NQT i7SED�
3.10 CLEA.wII�G �NOT USED�
3.11 CLOSE�LTT r�CTIVITIFS [�IDT tiSED]
3.12 PROTECTiON [�IaT USED]
3.13 �1�1�IN'fENANCE �NQT USEU]
3.14 ATTACI-iMENTS [VDT USED�
END OF SECTIQw
[�e��isinn I.og
DATE NtLME SUMM�LRY OF CI-IANGE
12i2Ui2U12 ❑. lohnson 1?.A—rr�oelified �:�Vinent mquirements oa� utility projects
2:`?�201C T'. Ciriftir� I.?..�.?.I�. - Re���o��ed ��u��l[cate la�t sentence.
C'I"I'Y []F' P[)k'C" �i'C)k1'H ['[:)H[] Apartments
S'fAV])A121:] C'ON51'[21;C' 1'I(]N SPEC:T}"IC'ATT(]N ll(:7C'[1A7E�IT5 13'RC' 19-U14�
�ter•ised Fehnia�v 2. ?Ill 6
03 3n c>n - i
[:'AST-IN-PLACG C'ONC'F�ETE
Page 1 of �5
sE�Tro�v a� �a o0
CAST-IN-PLACL CUNC RETE
I'ART 1 - GEI� ERAL
1.1 SUMMAItY
A. Sectinn In�l�ides:
1. Cast-in place conerete, includin� forinwork, reinforcement, co��crete maierials,
mixttire desi�n, plac:ement procedures and f nisl�ey, for [he Following:
a. Piers
b. Fontings
c. Slabs-on-�rade
d. Fouiidation w°alls
e. Retaining walks [non TxD[7T}
[�. 5us�rended sla�ss
�- Blackii�g
h. Casi-in-place inanholes
i. Cnncrete �aults for meters and val�es
j. Cnr�crete encasement nf «tiliry lines
B. Deviations from this City oF Fort Woi�[h Siandarci Specilicatiai�
1. Nni�e.
C. Related Speciricatioi� Seciions include, bui are not �ec:essarily limiied t�:
]. ❑i�isinn 0— Sidding Requirem�nts, Contract Forms and Cnnditinns nf the �'��ntract
2. Uivision 1— General ReyUireinents
1.2 PR10E AND PAYI�ZENT P1tOCE�URES
n. C'ast-in-Place Cnncretc
1. Meas��rement
a. This Itein is considered subsidiary to the structure or Items bein� placed.
2. Paymeni
a. I'he work perfonned and the materials furnisheci in ac�ardance with this Item
are subsidiary to ihe structure ar Items l�eing placed anc� ��o otiher compensatian
wil� tae allo��ed.
l.3 REFEREI� CES
A. Uefi�iitio:�s
] . Ce�nentitious Materials
a. Portland cement alnne or in cotr�bination �rith 1 nr mnre of the fnllnwing:
1} Blended hy�iraufic cement
2} Fly ash
3 } Uther pozzalans
4} Grn«a�d granulated blast-fi�rnace slag
C1TY [)F F[:)RT WC)ftTH ['[:7I-I[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
U33(1S1D-2
[:'AST-IN-PLACG C'ONC'F�ETE
5) Silica �ume
b. Suhject tn cotnplian�e with the re9uirements af'tl�is spe�ificatinn
I3. Reference Standards
Page 2 of �5
1. Reference standarc�s citeci iF� this Spec�[ication refer [o the current referen�e
stanciard published ai the tiine oFthe Iatesi re�ision date Io�ge� at ihe end of ihis
Spe�ification, unless a date is specitirally ci[eci.
2. American �lssociatinn nf State Highway and Transportation {EIASHTC]}:
a. M 1�?, Burlap Cloth Made from Jute or Kenaf.
3. American C'oncrete Institute (ACI}:
a. AC'I 1 17 Speciticatinn for Tnleran�es for Con�r�te Corzstruction and Materials
b. ACI 3Di Speci�ications for Stnlctural Cnncrete
c. ACI 305.I Sp�:�i�ication for Hot Weather Cnn�reting
ci. AC:I 30fi.I Stanciarc� Specificatiaii for C:old We�ither Concretin�
e. �1C'I 3Q8.I 5ta�ldard 5pecifiicatinn fnr Curing Coz�crete
�'. 11C'I 31$ Building C'nde Rec�uiretr�ents fnr Stnictura] Concrete
�. AL:I 347 �iuide to l�ar�nwork for C:oncrete
4. American lnstitute of Steel Construttion (AISC}:
a. 3U3, Code of 5tandard Practice far Steel Suildin�s arni f3rid�es.
5. AS'I"M International {A5'TM):
a. A3fi. Standarti Spe�ificatioi� far C:arbon Stru�t�ral Steel.
b. A153, Standard SpeciCcation for "Linc Coatins� (l�ot-17ip} on Iran ai�d Sleel
Hardware.
c. �1193, Standard 5�e�i�icatinn fnr Allny-Stee1 and Stainless Stee] Finiting
Materials for Higl�-Tetr��rerature Setvice and [7ther S�ec�al Pur�nse
Applicatians.
d. Ab 15, 5tanc�ard Speciticaiioa� for Deformed and Plaiii Carbon-Steel f3ars for
Cnncrete Rcintnrcen�ent.
e. A7fl�, �tandard 5�eci�icatinn tor Lnw=-AlIny 5t�e1 IJ�formed and Plain Bars fnr
Con�rete Reii�ivrcemeiit.
f. C31, Sta��dard Practice for Makin� anc� C'uring Concrete Test Specimens in the
Fie;d.
g. C33, Standaz�d S�ecit7cation �or Cancr�te 11,ggC-egates,
h. C39, Standard Test Meth�cl For Compressir�°e Stren�th af Cyli�idrical C ancrete
Spe�irnens.
i. C42, Standard Test Methoc9 For Ub[ainin� and f'esting Drilled Cores and 5awed
Bearns c�f C'nncrete.
j. C94, Standard Speciticatinn ti�r Ready-Mixed Cnncrete.
k. C 1 U9. Standurrl 'I'est Method f�r C:Uinpressi�e Slren�th of ��y�Iraulic Cemeni
Mortars (Usin� 2-inch or i5U-r7liliineter] Cube Specime��s}
l. C143, 5tandard Test Metltnd �or Slump ofHydraulic-C'eme�tt Co�1ca-ete.
m. C171, 5tandard Spe�ificatinn far Sh�et Materials far Curing Cnncr4te.
n. C 15C1, Standard Specificatian For 1'ortland C:ement.
o. C177. Stanciard Practic:e for Sa�npling Freshly Mixed C'anerete.
p. C219, Standarti 1'erminoIa�;y Relatin� ta f-iydraulic C'ement.
q. C231, 5taxadard Test Methnd fa�- 11.ir Cv��te�1t nf Freshly Mixed �oncrete by the
Pressure Methnd.
C1TY [)F F[:)RT WC)ftTH ['[:7I-I[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
03 3n c>n - 3
[:'AST-IN-PLACG C'ONC'F�ETE
Page 3 of �5
r. C260, 5tandard Specification fnr �sr-Fntraining 1ldmixtures for Coi�►crete.
s. C309, 5tandard Specification for iaiquid Membrane-Faxming Cornpnu�lds for
C urin� Concrete.
t. C4J4, Standarci Spe�ificatian For Cheinical Ac3inix[Ures for Cancreie.
u. CC l8, Standard Spe�iticatinil far Cnal Fly �sh and Raw or Calcii�ed Nahiral
Poz�olan fnr LTse in �an�ret�.
v. C��1. Standard Specification For L•'poxy-Resin-I3ase Bondin� Systems for
Cancrete.
w. C989, Standard Specification For Ciraund Ciranulated I31ast-Fiirnace Slag Far
Use in Concrete and Mnrtars.
x. C]� 17, Sta�ldard Spe�i�icatinn for �he�ni�al Admixtures for Use in Prnducing
Flvwing Cancrete.
y. C 1 U59, Standard Speci�cation For Latex Agents for Bandin�; F`resh ta f-lardened
C oncrete.
z. C] �G4, Standard Test Methnd fnr Temperatur� a{' Freshly Mixed Hydrauli�-
Ceinent Concrete.
aa. C124U, Stancjard Specification fc�r Silica f�'ume Used in Cementitiaus Mixtures.
bb. �1155, 5tanciard Test Method for Ueterrt�ining F�: Floor Flatness and FL Floar
I,evelness Numbers.
cc. F43Fi, Standard S�ecitication f'ar Hardened Stee] Vdashers.
b. American Welding Society (AWSy.
a. D1.1, Struct�aral Weldi��� C:ode - Steel.
b. D1.4, Stni�tural Welding Cade - Reinfnrcing Steel.
7. Concrete Reinforcing Steel I��stituie (CRST)
a. Manual of Slantiarc� Practice
8. Texas Department nf Transportatio�l
a. Sta»dard S�eci�i�ation for Constru�t.inn and Maintenance of�Higliways, 5treets
and Briciges
1.4 ADM1�iISTRATiVE RE�tiIREMEI�T5
�1. W nrk Incl uded
1. Desi��, fabrication, erection and stripping of fo2mwark for cast-in-place cancrete
includin� sharinr�, reshorin�, falsework, bracing, proprieiary formin� systems,
�retabricated fonns, �nid fnrms, penl�anent meta] fnrms, htilkh�ads, keys,
blocknizts, slee�es, pock�ts and a��cssnries.
a. L:rectian sha�l incltade installation in ionnwork of items fL�rnisE�ed by other
trades.
2. Furnish all labar and znaterials reqtiired to fabricaie, deli�er anti install
reinfnrcement and embedded znetal assemhlies �nr �ast-in-�lace cnncrete, in�Iudsng
steel bars, welded steel wire fabric, ties, suppoi-ts and sleeves.
3. Funlish all labna- and materials re9uir�d to perfn�-m the follawing:
a. Cast-in-place �an�rete
b. Cancreie inix designs
c. Crrautin�
C1TY [)F F[:)RT WC)ftTH ['[:7I-I[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
03 3n c>n - 4
[:'AST-IN-PLACG C'ONC'F�ETE
Page 4 of �5
1.5 SUBMTTTALS
A. Subznittals s�ialI be in a�cordan�e with Section �ll 33 fl0.
I3. All submittals shall be appro�eci by t�e City prior to deli�ery andlor fabrication lor
specials.
1.6 ACTI�N SUSMITT�LSIINFDRMATI�NAL SUBII'I[TTALS
!1. Product Data
1. Reqiiired for each type of product indicated
B. Design Mixttires
].. Fnr each con�rete iz�ixture snbmit �t'aposed tx�ix designs in ac�ordan�e with A,CI
31$, Gha�ter S.
2. Subinii eac�� propased mix design witi� a recorci of past perfomiance.
3. Sub�nit alte�-�iate design mixtures when �haracteristics of n�aterials, Prnject �nndi-
tions, weather, test results ��r nther circumstances warrant adjustmenrs.
4. [ndic:ate amounts af mixin� water to be wiihhelci For laier addition at Project site.
a. Include this yuantity on defivery ticket.
C. Steel Reinforce3nent SubFnittals for Informaiion
]. Mill test certiticates nf'su��lied con�rete reii�fnrring, indicatii�g �hysi�al and chen�-
ical analysis.
1.7 CLQSE�[JT SUSNIITTALS [NQT USE�J
1.S i�'�AINTENr�NCE MATERIAL Sti gMITTALS [NdT USEDj
l.9 QUALITY ASSIIHAhCE
A. Mar�ufacturer QualifLations
]. !1 t7rm experien�ed in trsanufacturiilg ready-inixed cnncrete prndu�ts and tliat cnm-
�lies with ASTM C94 reqtiire�ncnts far �rnduction i'acifities an� e9uipn7ent
2. Manufacturer certifed accardin� to NI�MC'A's "Cei�tification of Ready Mixed
Concrete Production Facilities"
I3. Source Li�nitatinns
l. f]btain each type or class of'cementitinus inaterial nf tlie same brand from tlie same
manufacturer's ��ant, nbtain aggregate trnm 1 snurce and nbtain admixtures thraugh
1 soLirce froan a sin�le maa�ufacturer.
C. A�I P«hlications
1. CompLy wit7� the follawin� unless modifieti 6y reyLiirements in t��e Coi�tract Docu-
ments:
a. �1C'I 3Ql Sections ] tk►rnugh S
b. AC'I ] 17
D. C:ancreie Testin�� Ser�°ice
1. Enga�e a yualified independent testing a�ency to perforin materiaL e�aluation tests.
C1TY [)F F[:)RT WC)ftTH ['[:7I-I[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
03 3n c>n - s
[:'AST-IN-PLACG C'ON('kETE
P�t��e � of �5
1.10 DELIVERY, STURACE, AND I-IAVDLING
A. Stee] Reinfor�ement
1. Deli�er, store, and handle stee] reinforcei��ent to prevent bending and dannage.
2. Avnid damaging cnati�lgs nn steel reinfnrcement.
I3. Waterstops
1. Store w=atez�stops «nder �over tn protect fro�n moisture, sun}iglrt, dirt, c�ii arzd nther
cnntaininants.
1.I1 �IFLD C�NDITIOhS [NUT LTSED]
l.l� VL',4RR�1l�TY [�C)T LiSED]
P�'�RT Z - PR�D[?CTS
2.l �WNER-Fi1Ri�ISHED �R ��rNER-SUPPL[ED PR�T?UCTS [N�T USEI3]
Z.z PRODL]CT TYPES AND MATERIALS
A. Manufa�t«rers
1. [n other Part 2 articles where titles l�elaw intraduce lists, the follawin� requirements
apply tn product sele�tint�: y
a. �1��ailable Prnducts: 5uhject to �ampliance wit11 requirements, �radu�ts that
may be in�orporated into the Work include, but are noi liinited ta, products
specified.
b. �1�ailable Manufa�ti�rcrs: Subject to ci�mplia���e with re�uirements,
manut'a�tz�rers nftering products that may bc in�nr�n�-ated intc� tl�e Wnrk
inzlucle, but are not liFnited lo, manufazturers spetified.
B. Fai7n-Facing M.aterials
1. Rou�l�-Fonned Finfshed Concrete
a. Plywooc�, lumber, metal ar anctther approved material
b. Pro�ide luzx�ber dressed nn at least ? ed�es a��d ] side fnr tight fit.
2. C�amfer 5trips
a. Wood, metal, PVC' or ruUber strips
b. ".�-inch x 3/4-ir�ch, minimum
3. R��sticatinn Stri}�s
a. W�od, metal, PVC: or nibber strips
b. Kerfec� far ease ol fona� remo��l
4. Fnrm-Release Agent
a. Cnm�nercially fnrmulated fnrm-release agent that will nnt bond with, stain nr
adversely affect concrete surFaces
b. ShaIl not irnpair sul�seyuent treatinents of concrete s��rfaces
c. For steel form-fa�ing inaterials, �OI"1?1L1�3tG' VL'ith rust inhibitor.
5. Form Ties
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Page 5 of �5
a. Factory-fabriGated, removable or sna�s-oft ix�etal nr glass-fiber-rcintnr�ed
�Iasti� t'orm ties designed to resist lateral pr�ssure af'fresh cvncrete on f'orms
and to preveni spalling of concrete on re�noval.
b. F�ii7�ish units that witl le�ve no corrc�dible metal closer than 1 inch to the plane
nf' exposed con�rete surtace.
c. Furnish ties that, �=he�1 reino�ed, w=ill l�a�•e hnles na larger than ] inch in
dsameter in concre[e surface.
d. Pui3�ish ties with inte�,rra1 w�ater-Uarrier plates to walls indicated to receive
daix��}�ronlfing nz- �-aterprnofing.
C. �teel Eteinfarce�nent
].. Reinforcing Rars
a. ASTM AG] 5, C�rade GD, deformed
L]. Reinforcement Accessories
1. Sn�ooth Dowel Bars
a. ASTM A515, Lirade bU, steel bars (smooth]
b. Cut bars irue to len�th with ends syuare aiid ti-ee af btarrs.
Z. Bar Su�ports
a. Bolsters, chairs, spacers and other der�ices for spacin�, suppartin�; and Fastenzn�
reinforcing bars a��d weldec3 wire reinforcen�ent in place
b. Manttfacture bar s�apporls from steel wire, plastic or precast concrete accardin�
to CRSI's "Man�aal o# Standard Practi�e," nf greater cninpressi�•e strength than
cn�lcrete and as follnws:
1} I'or canrrete surfac:es expased to c�iew where Iegs of w°ire bar supparts
contaci fon��s, use C:RSI Class 1 plastic-protected steel wire or CI�SI
C'lass 2 stainless-steel bar supports.
2} Fvr slabs-an-gtade, provide sand E�lates, hnri�ontal ninncrs c�r precast
concrete blocks on b�itom where �ase inaterial will i�ai yupport chair le�s
or where vapor Uan-ier has been speLilied.
E. Embedcled Metal Assemblies
1. Steel S��apes and Plates: ASTM A36
Z. Headcd Studs: Heads w=elded by i'ull-fusinn pro��ss, as tiintished by TRW Nelsnn
Stud Welding Di�'ision or appro�e�i equal
F. Ex�ansian Anchors
1. A�ailable Prac�ucts
a. Wej-it I3olt, Wej-it Carparation, Tulsa, �klahoma
b. Kw=ik �iolt II, Hilti Fast�z�it�g Systems, Tulsa, Dk1a]ac�nla
c. T�lihnit, Ran�set Fastening 5ystems, Paris, Kentu�ky
G. Adhesive Anchnrs and Dn��=e�s
1. Adhesit�e anchars shall consist of ihreadec3 rods anchored with an a�hesive system
inta ��ardened c�ncrete or grout-tilled masonry.
a. The adhesive system shall use a 2-�ompnnent adl�esi��e mix a��d si�all b�
inje�ted with a static m�xing no�zle following manufacturer's instructions.
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P�t��e 7 of �5
b. The embedment de�th of the rnd shaIl �ro�ide a minimum allowable bnr�d
strength t�sat is equal tn the allnwab�e yield ca�a�ity of� the rod, unless atlienvise
specified.
2. A�ailable Products
a. Hilti HIT HY I SO Max
b. Simpson A�rylic-Tie
c. Powers F asteners AC: 1 UU+ G«ld
3. Threaded Rc�ds: ASTM A193
a. iVuts: ASTM f1S63 hex carbnn sreel
b. Washers: AS�"M F43fi hardened c:arbon steel
c. Finish: IIUt-dip �inr caati���, ASTM A153, Class C
I�. Inserts
1. I'rovide n�etal inserts required for anchora�e af materials or equip�nent t� c:oncrete
ci�nstruction �G•h�re nnt suppIied hy other trades:
a. In �'ertical cnilcrete sur�a�es tor transf�r nf direct sheai' lnads only, prn�ide
adj�stable wedge inserts of inalleaUle �ast iron complete �°ith bolts, nuts a��d
washers.
]) Pro�ide %z-in�h bnit size, �mless ntltervvise indicated.
b. In l�nri�nntal concrete s«ri�aces atid whene�er ii�s�rts are suhject tn tensinn
forces, provide t��readed inserts af malleable c�st iron furnishe�i ��ith full depth
holts.
l} Pmvide'/a-in�h bolt si��, ��nl�ss ntherwise ii7dicatcd.
I. C:oncrete Materials
1. �ementitious Material
a. Use the fnllowing cementitious n�aterials, nf the sair�e type, brand, and snurce,
throughout Proje�t:
1 } Portla�id Cement
a) 11STM C150, Ty�� IITI, gray
h} Su�plei�ent with the #nllnwing:
{ ] ) Fly 1#sli
{a) ASTM C618, t:lass C or F
{2) Ground Ciranulated t3lasi-Fuinace 51ag
(a} nSiM C989, C,rade ] 00 nr 120.
Z} Silica Fu�ne
a) ASTM C:124U, aii�orghoi�s sitica
3} Normal-Weight Aggre�ates
a) 11.STM C33, Class 35 eoarse aggregate nr hetter, graded
h} Fro�ide aggregates froin a single soUrce.
4} Maxi�nuin Cciarse-Ag�e���te Size
a} '/�-inch nominal
5} Fine flggc'egaTe
a) Free nf niaterials witl� deleterio«s reacti�ity tn alkali in cement
6} Water
a) AST'M C�4 a��d patable
]. At�mixtures
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].. llir-Entraining Ad�nixture
a. �1STM C260
2. C��ei��ical Ad�nixtures
Page 8 of �5
a. Pro��ide admixt�ires certif.icd lay n�a��u#a�tures� to be co��lpatihle witla other ad-
mixtures and that will not �nntrihut� water-snluble �hlnride inns exce�ding
thc�se permitteci in harc�eneti concrete.
b. L]o not use calciuiri chlori�e c�r ac�inixtures containing calcit►m cl�laride.
c. Water-Redticing Admixture
1) �1STM C494, Type A
d. Retarding Adtnixture
1} ASTM C494, ry�e a
e. Water-Reducing and Retardin�; Adn�ixture
1} AS"I"M C�94, Type 17
f. High-Range, Water-Redu�ing lld�l�ixt��re
] } AS�"M C494, Type F
g. Iii�h-Ran�e, Water-Reducing and Retardin� Admixture
] ) AST.M C494, Type G
h. Plastici7ing and Retarding �dmixt�ire
1} ASTM C 1[117, Type Il
K. Waterstops
1. Self Expanding Butyl 5trip Waterstops
a. Manufactured rectangular or trapezoidal strip, Uuiyl rubUer with sodiu�n
b�ntnnite or other hydro�hilic pnlyi�aers, for adlaesi��e bnnding to concrete, ;/�-
inch x ]-inch.
b. A��ailable Prnducts
1} C ollaid Lnviroiunental Technalo�ies Company; Volclay Waterstap-RX
�} Co��crete Seatarils lnc.; Conseal C:S-231
3) Greenstreak; Swellstnp
4) Henry Cnrnpany, 5eaiants T}i�ision; Hydra-Flex
5} .1Y Specialties, lnc.; �:artlaslaield 7ype 2U
6} Pro�ress C]nlimiied, I��c.; 5t►perstop
7} TC'MiraDRI; Mirastop
L. C:uring MateriaFs
1. Absnr�ti�e Co�•er
a. AASHTO M1�32, C`lass 2, burlap �lnth made frn�lz jute nr kenat; weighing
approxi�nately 9 ounces�'Square yard when dry
?. Mnisture-Retaining Cnver
a. ASTM C'171, polyethylene f�lm nr white b►zrlap-�nlyethyle�le sheet
3. Water
a. Potahle
4. Clear, WaterUorne, Mc:mbrane-Foilnin� C:urin� Compaund
a. ASTM C'3U�, 7"ype 1, Class I3, dissipating
b. A�ailable Products
1) flnti-Hydrn Intcnlational, In�.; AH Curit�g Cntz��rn�ind #2 DR WB
2} Burke by L;doc�; Aqua Resin C'ure
3} C:hernNl.isters; Safe-Cure Clear
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Page 9 of �5
4) Conspec Marketing & Manuf.acturing Ca., [n�.. a Dayton Superinr
C'ntnpany; W.B. Ftesin Ct�re
S} Dayton Superior C;�rporation; Uay Chem kez L:ure (]-11-W)
6} Euclid C�einical Company (Tl�e}; Kurec llR VQX
7} Kaufman .Products, Irtc.; Thintilm 4Zf]
8} I.a�l�bert �'or�nration; flqua Ku�-e-Clear
9} L&M Construction Chemicals, Inc.: L&M Ciire R
10] Meadows, l�V. R., Inc.; I lUU C'lear
] l} Nox-Crete Products Group, Kinsman Cor�oratinn; Resin Cure F
] 2} Syinons C'or�nratinn, a Daytnn Su�rerinr �'nmpany; R�si-C'lienl C�ear Cure
13 ]'�'anuns lndustries, lnc.; F-lornctare WB 3U
14) llnitex; Hydra Cure 309
15] US Mix Products Coinpany; 11S Spec Maxcure Resin Clear
1G) Vex�nn Cliemicals, Tnc.; Ccrti-Vcx Fn�=iacure ]il0
M. Related Maierials
1. F3onding Agent
a. 11STM C'1flS9, Ty��e Ii, non-redis��ersilale, a�ryli� eir�ulsion or styr�ne
�uiadiene
2. Epoxy Bnnding Adhesive
a. ASTM C881, Z-cnm�ar��nt epnxy resin, capalale ot�h«mid curing and bonding
ta damp surfaces, of class suitable for application temperature and of ��ade to
suit reyuirements, and as follo�vs:
]) Types 1 and TI, tion-lnad beat-ing
Z) N and V, ]nad bea�-ing, fnr bc�i�ding
3} Hardened nr fresY�ly mixed cnn�ret� to hardened cnncr�te
3. Reglets
a. Fabricate reglets nf'nnt ]ess tha�1 fl.OZ17-inch tl�ick, galvanized stee] sheet
b. �emporarily �11 or co�•er face c�penin� of reglei to prevent intrusian af concrete
or tiebris.
4. Slee�es a��d Blncknuts
a. Fo��ned with galvani�ed metal, gal�azii�ed �ipe, pnlyvinyl ch�arid� pipe, tiber
tubes or ��nod
S. Nails, Spikes, I,ag Bolts, Thrnugh Bolts, �1r�chorages
a. 5i��d as required
b. 5ha11 be ot� strength and �haracter tn C�zaintain fnrnlwc�rk ii� place w=hilc pla�ing
cancre[e
N. Re�air Materials
1. Repair llnderLayment
a. Ce�nent-hased, �olymer-iraodifi�d, seIi�=lc�eling �rnduct t�at �an be applied in
thick�lesses of' l�'8 inch nr greater
1 } Uo ��ot feather.
b. Cement f3incier
]) � STM C] S�, portland ceinent or l�ydraul i� or blei�ded hydra«lic cement as
de#ined in �ST'M C219
�. PriFner
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[:'AST-IN-PLACG C'ONC'F�ETE
Px�e lll of"?S
1) Product nf'underlayi�ent manufa�turer recair�mended far subsrrate, cnndi-
tinns, and appli�atinn
�l. Ag�;re�ate
1} WeII-graded, washec3 �ra�e�, li8 to 114 inch or coarse sand as
recoznn�er�ded by underlayment manuf'acturcr
e. Compressi�e Str�ngth
1} Nat Iess than 410U psi at 28 duys when iested according to
ASTM C' 109i'C l 0�M
2. Repair [l�es-layment
a. Ce�nent-hased, �olymer-mndified, self-]e�eling �rodUct that �an be a�plied in
thicknesses of 1!8 inch or �,�reater
1 } Do not feather.
b. Cetnent �3irnier
]} ASTM C] S�, portland cement or hydrau]ic nr blended hydraulic cem�nt as
defined ii� ASTM C;213
c. Primer
]) Product nf'tnpping manui'a�turer recoir�mended for suhstrate, cnnditinns,
and appl icativn
[�. Af�g['e��ate
1} W elI-�raded, washe[i gra��el, 118 to 114 inch or coarse sand as recommend-
ed by to�ping manutacturer
e. Cnmpressive Stren�th
1} Not �ess than 50UU psi at 2$ ciays �vhen tested accc�rdin; tc� ASTM C' 109
C7. Cnn�rete Mixt«res, General
1. Prepare design tnixtures fnr ea�11 type and strengTh nf concrete, �rc�pnrtinned nn the
basis of laboratory trial mixture ar tield test data, or bot��, a�c�rdii�g to AL:I 3[]1.
a. Reyuired a��erage sirength aUaae specified strength
]) Based an a recard n�� �ast per[-nrniar�ce
a) Dctermii�ation nf requfred a�•erage str�ngtl� abnve s�eci�icd strcngth
shall be based on the stai�dard der�iatian record of the results of at least
3U cansecuti�e sirength tests in accortiatt�e witl� ACf 318, Chapier 5.3
by the larger amn«nt dcfined by f'ormulas 5-1 and 5-2.
2) $ased vn labnratory trial mixtures
a} Prc�porti�ns sI�all be selected on the Uasis of laboratory trial batches
prepared in accordance wit�� ACI 31 �, C:hapter 5.3.3.? to produce ac�
a�erage str�:ngth grcater than the spccif icd strengtli t'c hy thc amnunt
defincd in table 5.3.?.2.
3} Prop�rtions of in�,�•edients for concreie mixes shall be determine� by an in-
dependent testin� Iaboratary or qualified �o;�creie si�pplier.
4} I'or c:ach proposed mixture, at leasi 3 cc}mpressive test cylinders shall be
inade and t�sted for streiagth at the specitied age.
a) Additin�lal cyli�iders may bc inade tnr testing #nr information at earlier
ages.
Z. �'ernentitious Materials
a. Litnit per�c�tage, hy w°ei�ht, of c�tnentitinus materials other than portland ce-
ment in concrete as follaws, unless specified otl�ere� ise:
] } Fly Ash: 25 pert-ei�t
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[:'AST-IN-PLACG C'ON('ki�TE
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2) Cotnlained Fly �lsh and Pn�anlan: 2S percent
3) Gro«nd C�ranulated Blast-F�lrnace S�ag: 50 ��ercent
4} C:oanbined [�ly Ash ar Yozzolan and [rround iiraniilated Blast-Fumace
51ag: SU percent
5} Pvrtta��d �ement msnimum, with tly ash or pozzolan nat ex�eeding 25 per-
�ent
b} Silica 1'ume: ICl perceni
T} C:r�mbine�i Fly Ash, Pc}�2olans, anc� Silica E'u�ne: 35 percent with fly asli ar
pn��nlans not exceeding Z� �ercent and siIi�a ti�ine ilat �xcecding 10 per-
�ent
S} Coanbinec3 �'ly Ash or Pozz�laiis, Ground Grar�ulate�l 131ast-�"ur��ace S1ag,
and Silica Fume: S� percent with fly ash or pozzolans nat exceeding 25
percent anc� silitu fuine nat exreedin� 1 � percent
3. Limit water-sol�ible, chloride-ion cnntent in laarde��ed �nn�rete tn:
a. C1.3U percent by wei�ht of cement if concreie w�ill ��ave no exposure ta chlorides
[typicat]
b. C1. ] 5 percent by w°eight if'�nn�rete will lae expnsed ta chlQrides
c. ].0 per�ent lay weight if cnncrete u�ill ha�e no exposure to chlorides and ��ill be
contiiivally dry and protected.
4. Adr��ixiures
a. Use admixtures a�cording tn n�anu(�acturer's written instrucrinns.
b. Dn nnt use admixtures which ha�e nnt ueen incnrpnrated aa�d tested in a�cepted
mFxes.
c. C]se water-reducin� ��igh-ran�e ��vater-reducia�� �r plasticiling admixture in
cancrete, as required, for placement and v��orkability.
d. Use ti�ar�r-reducing and retarding ad��lixttire whcn req«ircd hy }iigh
temperatures, law humidity or otl�er ad�'erse placerneni conditians.
e. L]se water-reducing adia�ixtLire in puinped tancrete, coFacrete for heavy-use
industrial. slabs and parking stnl�nire sla�s, concr�tc r�quired to be watertight,
and cnncrete with a w=ater-ce»zentitious ix�aterials ratio below (].50.
t�. Use cnrrosion-inhibiting adrnixture in cnncrete mixt�rres wher� indicated.
P. Con�rete Mixt«res
1. l�efer to TxD[3T "Standard Speci�cation5 for Constniction and Maintenance of
Highways, Streets, ��nd Bridges" far:
a. Culverts
b. Headwalis
c. Wingw=aIls
2. Proportion ncannal-wei�ht concrete mixture as faIlows:
a. Minimum �om�ressive Str�ngtll: 3,OOf] psi at ?S days
b. Maxiir�un� Water-Ce�nentitious Materials Ratio: �.50
c. Slump Lin�ii: 5 inc£�es or 8 inches for con�rete with ��erified sl�mp af 2 ta 4
inches beFore adtiin� hi�I�-rai�ge water-reduc:i��� admixture or plasticizin�
adtx�ixtuxe, �rlus or minus 1 iilch
d. Air Cor�ter�t: ��ercent, �rlus nr »zinu;s 1.S perc�nt at pnint �f deli�ery for 314-
inch no�ninaf n�aximum ag�re�*ate si2e
Q. Fahricating Reinforcemeilt
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[:'AST-IN-PLACG C'ONt'k�i_TE
Px�e 1? uf?S
].. Fabricate steel reinf'orcement according tn CRSI's "Manual ot� Standard Practice."
R. Fabrication of Einbedded Metal Assemblies
1. Fabricate n�cta] assemhlies iat the sha�. Hnles shaii lae i�iade hy drilling or
punchin�. [�oles s��aLl i3ot be made by or enlar�ed 6y burning. Weldi��g shall be ii�
accordance with AW 5 D 1.1.
?. Metal assemblies expnsed tn eat-tl�, weatlier nr moistur� shall be hnt dip gal�ani�ed.
All nther metal assemblics sha�l b� either hnt di�r galvanized nr }�ainted witl� an
epoxy paint. Repair gal��anizing aFter welding v��ith a C:old Galr°anizii�� comp�rund
installe�i in accordance �vith tl�e manufacturer's i��st�ctia��s. kepair painted
assemlal ies after welding w�ith same type ot� paint.
S. Concreie Mixing
1. Aeady-Mixed Concrete: M.�asure, batch, mix, and deli�er cQncrete accardi�lg tn
ASTM C94, and furnish bat�l� tick�t inf'onnatinn.
a. When air tem�erature is between �5 and 9a de�rees Fahrenheit, redu�e mixin�
and cielivery time from 1-11Z haurs to 75 i�iin�tes; whe�� air temperature is
abnve 90 degrees Fal�renhcit, reduce mixit�g and delivery tiine tn �0 ��iinutes.
2. PrUject-Site Mixing: Measure, Uatch, and mix concrete ma[erials ancl concrete
atc��rding to ASTM C94�C94M. Mix concreie materials in appropriate drum-type
batch nlachine mixer.
a. For mixer capacity of l c��hic yard nr smaller, �nntinue mixing at least 1-112
minutes, but not more than 5 minutes after in��redients are in mixer, before az�y
part af batch is released.
b. Far mixer capacity larger thaa� l cubi� yard, ia7�rease mixing tiine by ] 5
secnnds for each additinnal 1 cuhic yard.
c. Pro�ide bat�h ticket fnr each batch dis�haz-ged and us�:d in tl�e Wnrk, indi�ating
Pro�ect idei�iiiication name ancd number, date, mixture type, mixture time,
quantity, anr� amount af water addeci. kecord approxin�ate �acation of tinal
dep��sit in stni�ture.
�.3 ACCESSnRIES [N�T tiSEU]
Z.4 S�URCE QUALITY C�NTR�L [NDT USED]
1'ART 3 - ExECUTI�N
3.1 INSTALLERS �NQ7' USEDj
3.2 EXAi1�IIl�AT1�R [N�T USEll]
3.3 PREPAiHATI�N CNDT LISED�
3.4 INSTALLA'l"TQ'V
A. Fnrmwnrk
1. ❑esigra, erect, shnre, hracc, and maintain tnrmwork, acc��rding tn 11CI 301, tn
support verti�al, lateral, static, a��d dynamic laads, and consh'uction loads that ini�ht
be applietl, until s[ructtu'e can support such loads.
C'1"fY [)F F[:)RT WC)ftTH ['[:7H[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Yk�C' I�)-Ill�1
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2. Construct fnrmtivnrk so concrete memlaers and structures are o�'size, sha��e,
aligninent, ele�atinn, and position iiidicated, witl�in tolerance limits ot' IICI 1] 7.
a. Vertical alignaneni
1} Lines, surfaces and arises less iha�� lUU feet in height - 1 it�ch.
Z} Uutside corner o�'expnsed cnrncr coluznrss aa�d control jnints is� cnncrete
exposed to �•iew ]ess than 1{]D feet in height - li? inGh.
3} Lines, surfaces anc� arises ��reater than l OCl feet in hei�ht - 1! 1 U[]U times the
height but not more than b inches.
4) []utside cnrner ofexposed cnrner columns and cnntrnl joints in cnncrete
expnsed tn �•iew greater than 1�Q feet in height - 11?�DO times tli� lieiglit
but nat more than 3 inches.
b. Lateral alignment
1 } Members - 1 incii.
Z) C'enterline nf openings I2 i�iches or smaller and edge locatian ot�larger
npenii�gs in slahs - 112 incli.
3} Sawcuts, _joii�ts, and weakened plane embeciments in slabs - 3i4 i��ch.
c. Le�el a.li�rnmeni
1) Ele�atinn ofslabs-nn-grade - 314 incl�.
2) F.levation o�'top su�-faces o�'formed slabs bef.'nre rernn�al n� shnres - 3!4
inch.
3} Ele�atian of fonned surfaces beFore reanoval af sl�ores - 314 inch.
d. Cross-sectianal dimensians: O��erall dimensi�i�s of beams, joists, and colUnu�s
and tl�icka�ess ni� walls and slabs.
]} 12 iiich dimensinil nr �css - plus 11Z ii1c1� to minus ] 14 in�h.
2} Greater ihai� 12 inch to 3 foot di�nension - plus I12 inch to mini�s 3i8 inch.
3} Greater tI�an 3 foot dimensic�n - plus 1 int�� to minus 3�4 inch.
e. Retati�e aligninent
] ) Stairs
a} UifFerence in hei�ht between ac�jacent risers - 1!8 inc��.
b) Uifference in ��vidth between atijacent treads - 1!4 inch.
�) Maxintum ditterealce in height bet�=een ris�rs in a f]ight ofstairs - 31$
inch.
d) Maximum difference in w�dth between treads in u fli�ht of stairs - 318
inch.
? } Ciroa�es
a) S�ecitied �=idth 2 in�hes nr less -] 1$ inch.
h) Specified w=idth between 2 inches and ] 2 incl�es - l!4 inch.
3} Vertical ali�ment of outside ct�nier of exposed ctiiz�er coluanns and contral
joini �?roo�es in co��crete exposed to �iew - li`4 inch in lU feet.
4} All other conditions - 31�3 inch in l U Feet.
3. Linut concrete surface ine�ularities, designated by ACI 347R as abrupt or graduaL,
as follo���s:
a. Class F3, I14 inch fnr s.mnnti�-formed finis�ed surf'aces.
b. Ciass C', 112 inch far rnugh-fnrmed tinished surfaces.
4. Canstruct fc�nns ti�ht enou�l� ta prevent loss af concrete mortar.
C1TY [)F F[:)RT WC)ftTH ['[:7I-I[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
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S. Fahricate to�7ns for easy re�no�a] �=ithnut �yammering nr prying against cnncrete
sur[-a��s. Prn�°ide cnrsh nr wreck.ing platcs where stripping may damage cast
ronrrete surfaces. YrU�ide to}� fanns for inclined surfaces steeper than 1.5
horizantal io 1 ��eil.ic:al.
a. Install keyways, reglets, recesses, and t11e like, for easy renzo�al.
b. Da nnt use nist-stained steel tnrm-facing material.
b. Set edge Forms. bulkheads, a��d intermec�iate screer� strips for slabs to achier�e
required ele��ations and slopes in finis}�ed concrete surfaces. Pravide and secure
units tn suk�pnrt s�reed strips; use strike-oft templates or cnmpacting-ty�e screeds.
7. C'anstruct fa2�nw�rL� to c:ambers sl�u��n or specified on the Dr�av��in�s to allow For
structural cieflection of the hardened cancrete. Pro�vicie ac�ditional ele�ation ar
camber in formwQrk as req��i��ed fn�� antici}�ated 1�nrmwnrk de$lections due tn weigllt
and pr�ssures nf�cnncr�te and cnnstru�tini� lnads.
$. Foundatiinn �:Ieanenl5: I�c�rm the sides of all belo�v �rade poriions of l�eams, pier
caps, ��alls, and columns straight and Ca the lines and �,�rac3es specified. Do no earth
fnn� fnundation e�ements unless s�ecifically indicated nn the Draw=ings.
9. Pra�ide teFnporaiy openings for cleai�outs und i��spectioa� ports where interiUr area
offnrmwnrk is ii�ac�essible. Clnse npenings u•ith paneIs ti�litly fitted to fnn�t�s and
sec�irely hra�ed tn pr��ent Ioss of cnncret� tnc�rtar. �.n�ate teilxpnraty openings ii�
fonx�s at inconspicunus locatinns.
lU. C:�amfer exterior corners and edges oFpermanenily expasec� conrrete.
1 1. Fnnn o�enings, chases, af�sets, sirskages, keyways, reglets, blocking, screeds, ar�d
bulkheads rec�uired in the Work. Deiermine si�es and locatic�ns froin trades
pror°idi��g such items.
].2. Clean tnnns artd adjac�nt sur�a�es to �-e�elve cnncrete. Rernn�e cliips, wnod,
sawdust, dirt, and nther dehris just befare placing cnnGrete.
13. Reti�hten for�ns ai�d bracing before placing concrete, as reyuired, io preveni mortar
leaks and maintain prn�rer aligr�n�esat.
14. Caat contact surfaces of farms with fc�rin-release a�ent, according la inanufacturer's
w'ritten instructions, before placing reinforceinent, anchorin� de��ices, and
emhcdded items.
a. Do not a�r�ly �nrm release agent where �on�rete suc-faces are scl�eduled to
recei�e subseyuent Cnishes which may be affected by a�ent. Svak co��iact
surfaces of untreateti forms with clean ���aler. Keep surfaces �vet prior to
p�acin� cancrete.
I3. Linbedtled Items
1. Pface and secure anchorage de�vices ai�d other embedcied items required for
adjoining wc��-k that is attac�ed to or suppnrted hy casr-in-pla�e �c�n�rete. Use
serting drawings, templates, diagrams, instructions, and directions tiu'nished with
items to be e�nbec3ded.
a. Install anchor rods, accurately located, to eler�atians requirec� and complying
with tolerances in 11iSC 3C13, Se�tinn 7.5.
1) S�racing w=ithin a holt grouk�: 118 inch
?} Location of bali group (re��ter}: '/� ii�ch
3} Rotation of bUlt �roup: 5 de�rees
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4) Angle o�t �erticai: � degrees
S} Bolt projectinn: � 31$ inch
b. lnstall reglets to receive waterprUoCin� an�l to receive t��rc����h-wall tlashings in
auCer face of concrete frame ��t exlerior walls, where flashing is shown ai lintels,
shelf aa�gles, and otl�er cnndirinns.
C. Remo�in� and Reusing Fonns
].. �c� not hacktill prior to c�ncrete attaining 7D per�ent nf' its Z8-day design
ca�npressi�°e strengtll.
2. General: Formw°ork for sides of beams, r.valls, colUiru�s, and similar parts of the
Wark that does r�nt su�,port weight of cnn�rete anay be removcd a�ter �umulati�ely
c�iring at nnt less than 5D degrees Fahrenheit far 24 hnurs atter pla�ing �an�rete, if
concrete is har� enough to ��ot be dazala�eci by Fc�rm-reinaval operatioais and curing
and protection aperations are mainlained.
a. Lea��c f'nrinwnrk k'or bea�n sntt-its, jnists, stabs, and nther strucftiral elemcnts
that sup�nrts weight nf'�ancrete in place until concrete has acliie�ed at feast 7D
percent of i[s 28-day desi�n� compressi�'e stren�tl�.
b. llo nat remo��e iormwork suppartin� con��enti�naIly reinf�rc:ed concrele until
cnncretc has attained 70 per�ent nf its s�r�cit7ed �� day cQmpressive strength as
establisl�ed by tests ot�field cured �ylind�rs. In th� abscnc� nf cyIi�adet� tests,
s«p�nrting tn�-mwork shall reznain in pla�e unti] the con�rete has ctired at a
temperatUre of at �east 5U de�rees f� ahrenheit for the mii}imum curnulative iime
periods �;i�ven it� AC'I 3�7, Section 3.7.2.3. Add the period of tin�e ��hen the
s«rrounding air te�n�erature is belnw SO d�grecs Fahr�nheit, [q t�lt 1T71T11111L1111
listed tirne perind. Formwnrk fnr Z-way cnn�entinnaIly reinfn�-ced sl.abs shall
rer�aain in place f'nr at least the miniinuin c�ii�ulative tiix�e �eriods s�ecified fnr
1-way sIa6� of the same maxir�ium span.
c. lmmediately reshore 2-w°ay canventionally reia�tarced slabs after foniiw�r�
ren�n�al. Reshares shall reznain until the cnncrete has attained tl�e specified ?8
day �om�ressi�°� strength.
ci. Minimum cumulative curin�� times may be reduced i�y tl�e use �f l�igh-early
strength cement or formin� sysiems which alltiw foini removal wiil�oui
disturbing shares, but only after th� Cnntractnr has detnonstratcd tn the
satisfa�tinn oft�ic F..ngineer that the early remnval nf fani�s wiI] nat cause
excessi��e sa�, distortion ar �iamage to the concrete elements.
e. Completely remove woad Fornis. Provide temporary openin�s if rec�uired.
t�. Prn�=ide adeq«ate �xAethnds nf curin.g and therma] �rotectian of cxposed �nnGrete
if torms are remnved prinr to campletinn of specitied �uring time.
g. Reshore areas required to support canstructian loacis in excess of 2U pou��ds per
square foot to propei-ly distribute construction laadin�. CUnstruction Ioads up
to tlie raied Ii�e load capacity znay be placed on unshorec3 construction provicied
the concrete has attained the specified ?8 day �ompressi�e strength.
h. Ohtaining coi�crete co�npressive strength tests .f'or the �rur}�oses of fnrm remo�al
is the responsibility of the C'antrartor.
i. Remo�e forms on}y if shc�res ha�°e been anan�ed to permit rein���a1 of farms
without ]��osenii�g nr disturhing shores.
C1TY [)F F[:)RT WC)ftTH ['[:7I-I[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
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3. C'lean and repair surfaces of f'orms tn be reused in the Wvrk. S�lit, t`rayed,
defaminated, or ntherwisc damaged �nnn-fa�ing i�zaterial ���ill nnt be ac�eptable for
exposed surfaces. Ap�ly new Form-release a�ent.
4. When forms are reused, clean s«rfa�es, resna�e #ins and Iaita�ce, and tigl�ten tn
clnse joints. flIign and se�ure jnints tn a�•nid nt�'scts. I]�� nnt us� patched fnnl�s f'nr
expaseci co��crete surfaces un�ess appra�e�3 by En�;ineer.
D. Shnres and Reshores
1. ?I�e Contractor is sa�ely responsible f�r proper shoring and resharin�.
2. Cotnply with A�I 3 l8 and ACi 3Q1 fnr design, installatic�n, and retnnval nf shnring
and reshnring.
a. Uo not rema�e shorin� or reshorin� until measureinent of s�a6 tolerances is
�on�plete.
3. Plan sequen�e of remnval nf shnres and reshore to a�nid �amage tn concrete.
Locate and pra��ide adequate res��oring to suppart construction �vithout excessive
stress or det7ectian.
F. Steel Reinior�ement
1. General: C'ornply witl� CRSI's "M�tnual of Sta�idard Practice" for placing
r�ink'orcement.
a. Dn not cut nr puncture �apor retarder. Repair damage and reseal ��apnr retarder
before �lacing cnncrete.
2. Clean reinforremeiit of loose rust anci mill scale, earth, ice, and ot��er forei��
materials that would redu�e bond to cnncrete.
3. Accurately pasition, stipport, and secure reiFiforceinent a�ainst displaceii�eni.
Locate and suppori reinforcen}ent �vith bar supports to maintain miniinum �onerete
ca�er. Uo nat tack ���eld crossiiz� reinf�rcii�g 6ars.
a. Weld reinfnr�ing bars accnrding t�� 11WS I] 1.4, where indicated. Qnly steel
cnnforrraing tn IISTM A70� may be weldcd.
4. It�stallation tnleran�es
a. Tnp and hnttnm hars in slabs, girders, beanls aa�d jnists:
1} Me�nhers $ inches deep or l�ss: i3!8 in�h
2} MeFnbers mare thar� $ in�lZes deep: f 1 i'2 inch
b. Canerete C:over tc� l�onned or F'inished Surfaces: �3�'$ inches for members 8
inches deep nr less; �112 inc�ses tor iiaemhers over 8 in�hes deep, except that
tal�ra�i�e fnr cn�ez- shatl nnt exceed l�`3 nf tl�e speci#i�d co�•er.
5. Cancrete C or�er
a. Reinfnrcing in struct�rral elen}ents depositcd against the �round: 3 incl�es
b. Reir�fnrcing in formed beat�zs, cnlumns and girdcrs: l-ll� inches
c. Grade beams and exterior face of For�ned walls a��d coluiru�s exposed ta
��eaiher ar in co�tact wit�� the ��Und: 2 iiiches
d. Tnterior faces of walls: 1 inclies
e. 51ahs: 3!4 incl�es
b. Splices: Pravide standard reinforcement splices by lappin� and tying ends. C;omply
with ACF 318 for ininirnum fap oF spiiced bars where not specified on the
dncuments. Do nnt ]ap sp�ice nn. 14 and 1� bars.
C'1"fY [)F F[:)RT WC)ftTH ['[:7H[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
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7. Field Welding a��E�nbedded Meral llssemhlies
a. Re�nn�e all paint and galvanizing in a�-eas tn recei��e f-ield ��elds.
b. Fie�d Yrepare all areas where paint or �;al�aiiizing has been rernoved with ti�e
specified paint or cold �alvani�ing coinpounci, respectively.
F. Joints
1. General: �onstnict jnints true to line wit}� faces per�endi�ula�- tn surface plane of
concrete.
2. C'onstruction ]aia�ts: Install so stren�th and appearan�e of concrete are not
impaired, at locatians ii�dicated or as appr�vet� �y Lnaineer.
a. Pla�e joints perpendicular to n�ain rein[�nr�ement. Cnntinue reintor�ement
acrnss const�uction joi»ts, unless ntherwise indicated. Dn ilot c�r�tinue
reinfor�ement t�zrough sides of strip placements of flaars and slabs.
b. Foi-�n keyed jt7ints as indicated. Lmbed keys at leasi 1-I!2 inches inta concrete.
c. Lo�ate jnints fnr bea�lls, slahs, joists, and girders in tl�e middl� third nf� s��aa�s.
CJftset joints in girders a minimun� distance nf'twiee the heam widtl� ti�nan a
heaan-�irdea� intersectian.
ci. Locate 1�oricontal joints sa� wafls and c�lunuis ai undersicie of t7oors. slabs.
�eam:s, and gird�rs and at the tn� of tnotiilgs nr fln��r slabs.
e. Spa�e ��crtical_jnints in w�alls as indicated. Locate_joints beside pi�rs integra]
with walIs, near cnrners, and in �on�ealed Incatians where pvssihle.
L. LJse a bonding a�ent at locatioi�s where f�'esh concrete is placed a�ainst
hardened �r partiully l�ardened concreie surfaces.
3. ❑c�wcled .ioints: Install dnwel bars and su��pnrt asseinblies at jnints where
indicated. Lu6ricate or asphalt coat 1-11� of dowel le���th to pre�ent concrete
bonding to 1 side of joint.
G. Watersto�s
1. �� Iexible Waterstops: Install in cansiructio�i joints and at �ther joi��is in��icated ia
�nnr� a cnntinunus diaphragm. Install in lnngest l�itgths practicabl�. Su�}�c�rt and
protect expos�:d waterstvps during �rogress ofthe Wnrk. Field fabricate jnints in
��atersto�rs accnrding tn manu�'acturcr's written instilictions.
2. Se1t�Expanding Stri� Waterstops: Instai] in cnnst7-uction joints and at qther
lncatinns indi�ated, according tn cnanufacturer's written it�stnictinns, adliesi�e
bondi���, mec��anically fastenin�, anci Crmly pressin�; into place. Install in lan�;est
len�ths practicable.
H. �1dl�esi�e An�hors
1. CoinpLy with the ananufacturer's installatio�� instructions oi} the hole diaineter and
depth requireci to fuLly �ievelop the tensile stren�th of the udhes�ve anch�r or
reinforcing bar.
2. PrUperly clean o�d tlie hc�le �atili�in� a wire l�rush and cc�rt�pressed air io remo�e aIl
loose inaierial fro�n the hole, prior to installin� adhesa�e material.
I. Cancrete Placement
1. f3efore placiz�� c:onerete, verify that installatiot� ctf formwork, reinforeeinent, anci
emhedded items is complete and that rec�uired inspectznns l�a�e bee�� perfox7T�ed.
C'1"fY [)F F[:)RT W[:)1iTH ['[:7H[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Yk�C' I�)-Ill�1
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2. Dc� not add water to concrcte during deiivery, at Prnje�t site, nr during �lacement
unless a�prnved hy Engineer.
3. Before test sampling un�i placin� cancrete, water may Ue added ai Praject site,
subj ect to Ii�T�itatinns o�� ACI 30l .
a. Dn not add water to cnncrete after adding hi�h-range water-reducing
adinixturey ta mixture.
b. I]o not exc:eed the maximum speciiied �vateri'cement ratio For the mix.
4. Deposit �on�rete �ontinuously in 1 layer or in hnri�r�ntal layers nfi such thickness
that nn new cnncrete will be placed on cnncrete that has ha�-dened ennugh tn �ause
seams ar planes af weakness. If a settion cannot be placec3 continuously, provide
canstruction joints as indicateci. lleposit concrete to ar�oid segregatian.
a. Deposit concrete in l��ri�ontal layers ot� d�pth tn nnt exceed �nrmwnrk design
�rressures, 1 S feet maxiinun� and in a manner tn avnid inclined cnnstnictinn
joints.
b. Consalidate placed cancrete with mechanical �iUrating eyuipn�ent accordin� ia
AC'I 3D1.
c. Dn not usc ��ibratnrs to trans�rort cnncrete inside fn�-ms. Insert and withdraw
vibrators vertically at uniformly spaced lotatiai�s to rapidly penetrate place�l
layer and at le�si 6 inches intv preceding layer. Uo not insert vibrators inta
lower layers oFconcreie that have �egun to lose plasticity. At each insertion,
limit duratinn n����ibratin�i t� time ne�essary to ci�nsnlidate concr�te and
cntx��lete eznbedillent nt�reintnrcen�ent and nther en�bedded itcros without
causin� rnixture constituents to se�,�re�ate.
d. Do not pennit concrete tct drop Freely a��y distance �rea[er than lU feet fctr
cancre[e containing a high range v��aier reducin�; admixture {superplasii�izer} or
S feet for other cnncrete. Prnvide chut� nr tremie to place cnncrete wf�ere langer
drops are necessary. I�o not place concrete iiiio ex�a�atioi;s with standing
�vater. IFpLace af deposit caimot be piirnped �iiy, pour concrete tl-ir��u�h a tremie
with its nutlet near the bnttot�s ��t�the plac� ot�depnsit.
e. Discard �u�np priming grnut arid dn i�vt use in the structure.
5. L7epasii and consUlidate cancrete for tloars a��d slabs ii� a continuous operation,
within limits of �onstruction joints, until placement af a paa�eI or section is
coinplete.
a. Cnnsnlidate ci�ncrete du�-ing placement n�erarions sn cnncret� is thnrnughly
w�nrked arnut�d reint�nrcement and ntl�er emhedded ite�ns and iiltn �oniers.
b. Maintain reinforcert�ent in position c�n cl�airs during tanerete ptacement.
c. Screed slab surfaces witl� a strai�hted�e and strike off to correct ele��atio3�s.
d. Slope surfa�es uniforni�y tn drains where required.
e. Begin initial f.lnating usi��� bull t]��ats nr dar�ics tn fon1� a unifnri�� and open-
texiured surfa�e pIane, before excess bleec�water appears oii the surface. Da not
further dist�n-b slah surfaces befnre startiilg tinishir�g a�eratioais.
f. Co�d-Weatla�r PIacezllent: Cnmply tivith ACI 3Qf.1 and as �oIla�rs. Protect
roncrete work From physical dama�e or reduced strength that c�uld be caused by
frost, freezi��� actions, or lory teinperatures.
a. When a��erage high and low tem}�eratur� is ex}�ected to tall heln�� 40
degrces Fahrenheit fnr 3 successivc days, n�aintain deli�ered cnn�rete ��Zixture
t�m�rerature within the temperature rar�ge re�uired hy �1CI 30l .
C1TY [)F F[:)RT WC)ftTH ['[:7I-I[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
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[:'AST-IN-PLACG C'ON('ki�TE
Px�e 19 of"?S
b. Dn not usc �rn7en materials ar materials containing ice nr snnw. Do not place
cn�lcrete ni1 f.'rnzen subgrade nr nn subgradc cnntaining fro�e�1 matexials.
c. Do nat use calciuin chlori�ie, s�slt, or other inaterials c:ontainii�� antitree�e
a�ents or c��emical acceler�tors tinless otherwise specitied �ind appra�ed in
msxhire designs.
7. Hot-Weather PLacement: C:omply w'i[h ACI 3d5.1 and as fc�llows:
a. Maintain cancrete temperature below 95 c�e�rees Palu'enheii at time af
placement. Chilled �nixing water or chopped ice rr�ay he used to control
tem�rerahire, pro��ided ti��ater equivalent nf ice is calculated to total a,mnunt of
mixing water. Ustng liquid nitrngen to �c�nI cozi�rete is Cnntra�tor's n�tion.
b. I�og-spray forrns, steel reinforceiiient, and sub�n-ade just before placing
concrete. Keep sub�rade uniformly moist without standin� water, soFt spots, or
dry areas.
J. I'inishing Formed Surfaces
]. Rnugh-Formed Firsish: As-�ast cc�ncrete texture imparted by form-iacing material
w'ith tie hales and defects repaired and patc:hec�. kemove tins �uid �ther projec[ians
that exceed specified limits on formed-surfa�e irregularities.
a. Ap��y tn �nncrete su�-faces nat expnsed to p�hlic ��iew.
Z. Relatcd Unfarmed Surfaces: At tn�s of w=alls, hnri�nntal nffsets, and siilzilar
unfc�rtned surfares arljacent to formed sUrfares, strike off sr�iooth and tii�ish with a
texture mat�hii�g adjacent formed surfaces. Co��tij�ue final surface treatmeni of
fnnr�ed surtaces «nitnrtnly acrnss adjacent unfnr�ned surtaces, unless nthervvise
indicated.
K. Miscellaneous Concrete ltems
].. Filling Ia1: Fill in l�nles and npenings 1et� in cnncrete st�tii�tures, unl�ss otl�erwise
inciicated, after work of other trades is in place. Mix, p�ace, and cure con�rete, as
specifiec�, to hlend with in-place canstruction. I'ro�ide oiher miscellaneaus
c��ncrete fillir�g indicated nr required tn com�lete thc W'nrk.
2. Curbs: Provide inonolithic finish to ii�terior curbs hy strippin� Forms w�l�ile
cancrete is still �een and by steel-trowelinb surfaces to a h��-d, dense fii�ish with
corners, inte�-se�tinns, and te�nzrratinns sligl�tly rnundcd.
3. Fc�uipinent Bases and Foundatinr�s: Prn�ide rr�achine and equipt�aent bases and
foundations as sl�Uwn on I]rawings. Set anc��or holts for machines anrl eyuiptt�ent
at correct elevations, complyin� witI� diagrams or templates from manufacturer
furnishing mac�zii�es and equipment.
a. Hni�sekee�ring pads: NnrmaI weight �ancrete (3Q{]0 psi], reinfnrced with
�#3[u�.3 f in�hes nn center set at �niddepth nf pad. Trnwel concrete tn a dense,
sanooth finish. Sei anch�r k�olts far securin� mecI�anical ar electri�al er�uipment
duz-ing pouring of'coa�crete ��ll.
4. Frntecti�e slabs ["Mud slahs"}: Nnnnal u•eight coilcrete {?SDO psi minimurnJ ��=ith a
minimum thickness af 3-1!2 inches. Finish slub to a wao�l float rnis��.
L.. Con��-ete Protecting and �'uring
1. Cieneral: Pratect freshly p�aced concrete from preinature dryii�g and excessi�e �old
or hnt tem}�eratures. C'nmply witlt ACI 30f.1 �nr �old-weatl�er �rrnteetian and
ACI 3�S.1 fnr hot-weather prntectian during curing.
C1TY [)F F[:)RT WC)ftTH ['[:7I-I[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
c)3 ?U 0[1 - ?p
[:'AST-IN-PLACG C'ONC'F�ETE
Px�e 2D of "? S
2. Fnnned Surfaces: Cure fanned cc�ncrete su�-�aces, includir�g �nderside of beams,
supported sIabs, and ntk�er similar �urfaces. it'�nnns remain du�-ing curing �erind,
maist �ure after loose��in� fori��s. IL remo�•in� fnrins befr�re enci of ciirin� period.
rontinue curin� for the reinainder oF the curing periocj.
3. Unfnrn3ed Si�rtaces: Begin curing immediately at't�r �inishing �nncrete. Cure
unfc�rmed surfaces, inclu��in� t�loQrs and slabs, concrete floar toppings, and at��er
surfaces.
4. Cure concrete accnrding to ACI 3a8.1, by l or a combinatio�l o�� t11e fnllnw=ing
methnds:
a. Moisture Curin�: Keep surfaces c�nti��uous�y moist for nc�t Iess than 7 days
with the followi��� materials:
] ) Wate�'
2) Continunus water-�ng spray
3} Absarpti�e co�er, water saturateci, and kept continLiausly v��et. Co��er
cancrete surfaces and ed�;es wiih 12-incl� lap over atijace��i absorpti�e
co�ers
b. Mnisture-Retaining-Cn�er �'uring: Cv�•ea� �nn�rete su�-taces �=ith Fnnisture-
reiaining co�er for curing co��crete, placed in widest practicaUle width, with
sides and en�s lapped at least l2 inches, and sealed by waierpraof tape or
adhesi�'e. C ure for not less iha�a 7 days. Iiiunediately repair any hales or iears
during �uring persvd using �nve�- �nateriai and ��aterprni�f ta�r�.
1} Moisn�re cure nr use n�oisture-retaining cn�e�-s tn cure cn�lcrete surfa�es tn
receive flaor �overings.
?} Moisture cure or use moisture-retainin� covers to cure concrete sw-faces to
receive penetrati��g liquid floor treat�nents.
3) Cure �on�rete sur�'aces tn recei�e flonr coverings ��ith either a mnisTure-
relai�7ing cover or a curing coinpound that the inanufacturer certifes will
nat interfere with banriin� of f1aUr ca�erin�; Used on Praject.
c. Curing Com�sound: n�ply uniformly in cnntinuous nperatinn by power spray
or rc�ller ac�nrding to mamifa�nlrer's written instr���tinns. Re�oat areas
siibj�:cted tn heavy rainfall witliin 3 hnurs after initial a�plicatinn. Maintain
cantiriuity af caating a��d repair da�na�e r�uring curing periad.
3.5 R�;PAIR
A. C'anGrete Surf.ace Repairs
1. L]efecti�e C:o�icrete: Repair and patch c�efecti�e areas whei� appr�ved Uy I�n�ine�r.
Remo�e an�i replace ct�ncrete that cannot be repaired and patched to En�ineer's
appro�Tal.
2. Patchii�� Mortar: Mix dry-pac� patcl�ii;� mar[ar, co��sistin� of 1 part parttand
cement to Z-112 parfs fine a��rregate passing a Nt7. �6 sieve, usin� o��ly enough
water for handlins; and placin�.
3. Rep��iring l�ormed Surfaces: 5urface defects include color anc� iexture
irregularities, cracks, spalls, air bt�bbles, fzoney�rambs, rock pockets, fins and other
projections vn the surfa�e, and stains and nther discnlorarions tl�at cannvt he
r�ma��ed by � 1 ean i ng.
C1TY [)F F[:)RT WC)ftTH ['[:7I-I[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
�)3 ?U 0[1 - ? i
[:'AST-IN-PLACG C'ONC'F�ETE
Px�e21 of"?S
a. Irnmcdiate]_v af�er form reinn�al, cut-nut honeycai�bs, rnck �nckets, and �=c�ids
more tk�a�1 ]12 in�h in aaly diir�ension in solid cvncrete, hut not �ess than 1 inch
in deptl�. Ma�e edges of cuts perpenr�icular to conerete surface. Clea��, dampen
wiih wat�r, and brush-coat ��oles and vc�icis �vith b�ndin� a�ent. Fill and
cntnpact witl� �atching tT�ortar befnre bnndizag agent 11as dried. Fill fi�i7��-tie
�oids with pat�hing ir�ortar or cone plugs scc�ired in E�lac� with hondiilg agent.
b. [�epair rlefects on surfaces exposeci tv view by blending white portland ceinent
and standard portlaa�d cement so that, when dry, patching mortar will inaich
s«rrauzlding colnr. Pat�h a t�st az-ea at inconspicunus Iocatinns to v�rify
mixture and �alor �nat�h befnr� prn�eedi��g ��•itli patGl�ing. Cnz�npact martar in
place and strike off slightly higher than sUrroundii;� surface.
c. Repair defecis on concealed fonned surfaces that affect �ancrete's dtarability
and structural performance as detennined by Engii�eer.
4. Repairing Ut��nrmed Surfaces: Test �znforn�ed SurtaGes, su�h as flnors and slahs,
fc�r finisli and �'erify surface tolerances specified fc�r each surface. Correct lo�r� a�id
hi�h areas. Test surfaces sloped tU drain for trueness of sl�pe a��d smoo[hness; use
a s 1 vped teanp Iate.
a. Repair �iilished sur[�aces containing dei'ects. Surtace defects iilclude s�alls, pop
auCs, honeycombs, rock packets, craziu� an�i cracks in excess of Q.UI inch wide
ar that penetrate to reinforc:ement or completely tlu-ough unreinforc:ed sections
rcgardless nf width, aa�d other n�jectinnabl� �onditinns.
b. .l��ter concrete has cu�'�d at least I4 days, cnr�-c�t 11igh ar4as by grinding.
c. Carrect localized lo�v areas during vr imanediately after compl�tii�� surface
finishing c�perations by cutting aut low areas and repiacing �vitl� pat�hing
mortar. I�inish repaired areas to 6let�d into ac�jace��t concrete.
d. Repair defecti�e arcas, excek�t randnnt �racks and singl� hol�s ] inch or less in.
diameter, by cutting out and re�iacing w=ith fresl� cnncrete. Remn�e d�fecti�e
areas wil�� clean, syuare cuts and e�p�se steel reinfarcemer�t w�itla at least a 31'4-
inch cle�rance all around. Dampen concrete surfaces in contaci with patchin�
concrete anci apply bonding a�;ent. Mix pat�f�ing �oncrete al same inaterials
and rnixture as nriginal �oncrete except withn��t cnarse aggregate. Place,
cntx��ract, and �inish tc� hl�nd w=ith adjacent tinished conerete. C'ur� in same
inanner as udja�ent concrete.
e. Repair ranclom cracks and sir��I� Iioles 1 inch or less in ciiatneter with patchin�
mortar. C�rno�e tn� nf'cracks a�id cut out ho�es tn sound cnncrete and clean at��
dust, dit�, and tonse particles. l7an�pen cleatied cnncrete surfaces and apply
bonding agent. Place patching moriar before hondin� agent has ciried.
Com�ract �atching inartar and finis�� to matc�� adjatent concrete. Keep patched
area contint�ously moist fnr at least 72 hnu�-s.
S. Ferfn.rrn structural repairs ofG�n�rete, s��hject to Engineer's appro��al, «sing e�oxy
adhesive and paithin� moriar.
G. l�epait' materials a�d installatinn not specitied ahnve may be used, subject �o
Engineer's apprv�al.
C1TY [)F F[:)RT WC)ftTH ['[:7I-I[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
ns ;a n�� - z?
[:'AST-IN-PLACG C'ON('ki�TE
3.G R�;-I'VSTALLATIQN �NDT USED�
3.7 �"IELD QXJ.�LITY C�NTItOL
Px�e 7.2 uf?S
A. T'esting and lnspectin�;: City will en�a,�e a special inspector and qualifaeci testing and
inspecting agency to perform field tests and inspe�tii�ns aa�d �repare t4st re�arts.
I3. Inspectians
].. Steel reinfnrcement pla�ernent
2. Headed bolts anci siuds
3. Verifi�atinn n��use of required design mixture
4. Cancrete placement, includin�� conveyin� an�i depositing
5. Ciiring procedures ai�d inaintena��ce of curin� temperature
b. Verificaiion af concrete sirength b�fore remo�at ❑f shores aa�d Forms from beams
and si��bs
C. C'nn�rete Tests: Perfnrm testing nf cnmpnsite samples nf f'resh concrete nbtained
accordin� to ASTM C'172 a�cordi��� tv the falla��vin� reyuireinei�ts:
].. Testing Fr�q�Fency: C]hrain l cocxr�nsite sazx��le for each da_y's �our ot ea�h
concrete i�ixtur� �xceeding 5 cuhic yard, but ]ess than ?5 cubi� yard, plus I set for
each additional 5U cubic yard or fraction tl�ereaf.
2. SIu���p: nSTM C143; 1 test at pnint nf pla�ement for ea�h cnmpnsite samplc, hut
nnt less than 1 test tnr each day's pnur of'each cnncrete mixture. Perfar�n additinnal
tests when cnncrete cnnsistency appears to cl�ange.
3. Air Content: ASTM C231, pressure method, Lor normal-�veigl�t cancrete; 1 test for
each �omposite sample, but nnt less than l test fc�r ea�h day's �n«�- of eac� cnnGrete
mixlLire.
4. Cvncrete TeFnperature: ASTM C 1 UC4: 1 test ���urly w°hen air temperature is 40
ciegrees I"ahrenheit and ioelow and �vhen 80 degreey Fal�renheit and aba��e, anc� 1
test for each can�pnsite sa�nple.
5. Coinpressioa� Test Specin�ens: ASTM C31.
a. Cast and laboratnry �ure 4 �ylinders fnr ea�h �nmpnsste sample.
1} Do nnt transpr�rt field cast cylinders unti] they �Sa�e �ured for a
�1�ininnim of?4 ho�ars.
b. Compressi�e-Strength Tests: AS'I'M C39;
a. Test ] cyliildcr at 7 days.
b. Test 2 cylinders at 2k days.
c. I-iold 1 cylii�der far testing at 56 c�ays as needer�.
7. When stre��gth of field-cured cylinders is less than $5 percent af companian
lahoratory-cured �ylinders, e�•aluate nperations and provide cnrrective procedures
fnr prntecting and curing in-place cnalcrete.
$. Stren�th of eacl� concrete mixture will be satisfactory if every a�era�e �F any 3
coi�seciitive cnrnpressi�•e-strength tests ec�«als n�- exceeds s�eci�icd cair�pressi�°e
strength a�id i1n cnmpressi��e-strengt� test �alue fal.ls beln�� spe�i�ied co�npressi�•e
stren�tl� 6y inore than SUU psi.
C1TY [)F F[:)RT WC)ftTH ['[:7I-I[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
�)3 ?U 0[1 -?3
[:'AST-IN-PLACG C'ONC'F�ETE
Px�e 23 of "?S
9. Re�ns�t test results in �=riting tn Engineer, �oncrete inanufacturer, and Cnntractor
"Tithin 4$ l�r�urs c�f�testing. Repnrts ot�compressi�e-strength tests siaall contain
Project identif�atian name and number, date oFconcreie placemen[, name of
roncrete testin� and inspecli��� a�ency, location of conerete l�at�h in 'VlWc�rk, desi���
cvtnpressi��e str�ngth at 2� days, �nncrete inixture �rnpnrtinrzs ar�d inaterials,
co�npressi��e breakiilg strength, and type of hreak tor both 7- and 28-day tests.
lU. Addiiional Tesis: 'I'esiing a��d inspecting a�ency' shafl make additianal tests �f
toncrete when test resd�lts indicate that slump, air entrainmenl, coinpressi�'e
strengths, nr nther req�iireinents have n�t been rnet, as dirccted hy F,ngi��eer.
Testing and ir�specting ageilcy inay canduct t�sts to determine adeq�tacy nf concrete
by cored cylinders �omplying with A5'I'M C42 or by o[her methods as directed by
En�ineer.
a. When the strea��tf� le��el af tI�e c�ncrete far any portioi� of the struct�are, as
indicat�d by c_ylinder tests, falls helo�y= thc specitied ret�uircm�nts, pra��ide
in�proved curii�� c�nditions a�dior adjustments to the mix desi�,�n as required to
obtain the reyuired siren�th. lf tlie avera�e strength of the laboratory control
cy�inders #alIs sn Iow� as to be deetned unac�eptahle, fnIlnw tlic �are test
�rocedure set fnrth ii� ACI 30 ]. Chapte�- 17. L,n�atinns nt� �nre tests sl�all he
appro�ed by the �n�ineer. Core samplin�; az�d testin� shall be at C:oi�traclors
expense.
b. If the r�su]ts of the core tests indicate that the strength qf the stnicture is
inadequate, aaly repla�ement, l4�ad testing, a�- strcngthening as may be nrdered
by the Ln�rineer shall be pr�vided by t��e C'o�}tractor withc}ut cost to tlie C`ity.
11. Addiii�nal testin� and inspectin�„ at C�ntrat;t�r's expe��se, will be perfor�ned to
determine compliance af replaced or a�3ditic�nal work ��ith speciiied require�nents.
12. Con-ect deficiencies ia� the Work that test reports and inspectians inc�icate doey not
roinpiy �vith the Contract �ocuments.
D. Measure floor a�id slab �latness anci le�elness according ta ASTM �1155 within 48
hours of �nishing.
�. Con��-ete Fiilish Measurement and Toleca�i�es
1. All floars are subject to measirrement for flatness and le�elness and camply with
the foIlawin�:
a. 51ahs sl�all �se flat within a tnlerance nt Si 1 f irz�l�es irz ] D f.'eet ���z�n tested with
a I D tnnr lnng straight�dge. 1lpply straightedge tn the slah at 3 fnot inter�als in
hoih directiUns, lappin� strai�h[edge 3 feet on areas pre�°iouslV �hecked. Low
spois shall not exceed the abo�e diinensic}n a�iywhere alon� the strai�htedge.
Flatness sl�all lae che�ked the next �r•ork day ai'ter finishing.
b. 51ahs sl�all be �e��ei within a toleran�e nf -= 1!4 ii�ch in lf] teet, nnt t�� exceed 314
inches total variation, amwhere an the f7oor, fron� elevations indicated oi� the
❑rawings. Le��elness sl�all be �hecked o�} a I U F�ot �rid usin� a Ie�el after
removal o�� fnrms.
c. Measurement 5tandard: �11 flonrs are subje�t tn measurement for 1�latness and
levelness, according to ASTM L 1155.
2. 2 Tiered Measurement Standarci
a. Each flnor test scction and tlic nv�ralI flnvr area sha]1 confonn to t11e Z-tiered
measurement sta�dard as spe�itied herein.
C1TY [)F F[:)RT WC)ftTH ['[:7I-I[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
ns ;a n�� - z4
[:'AST-IN-PLACG C'ON('ki�TE
Px�e �4 uf?S
1 j Minimum Iwvcal Value: The n�inimum ]n�a] FFIFI. �alues represent the ab-
snlute rz�iniinutn sur�ace prn�ile tl�at will be a��eptahlr: fnr any l test sample
{line of ineasurements} anywhere wit��in the test area.
?} 5pecifed Dverall Value: The speciCieci o�'erall F'FI�'L valiies represe��t the
tT�inimuail �alues acceptable fnr indi�°idua] tloor sectinns as well as thc �lonr
as a whole.
3. Floor'Test Sectio��s
a. A floar iest secti�n is tiefined as the smaller of the follawing areas:
1 j The ar�a bnunded hy column andlnr wall lines
Z} The area hounded by co�lstructio�� andior cnntrnl jnint lines
3} Any �ombination of calumn lii�es a��diUr control joint lines
b. Tes! sainple meast�reinent lines within each tesi section shall be
multidirectianal alc�n� 2�rthogo�aal lines, as definet� by AST�M L:1155, at a
spacing to be determined by the t`ity's testing age�lcy.
c. T'he precise layout of each test section shall he detei7liined by the City's testin�
a�ency.
4. C'oncrete Ffnnr Finish Tnlerance
a. The falla�ving �alues apply hefore remo�al of sl�ores. Levelness values (FL} do
not apply to intentianally slopeci or cambered areas, nor to sla6s poured on
metal deck or grecast concrete_
1} Slabs
D�=erail Value 1�F451FI..3U
Minimum I_ocal Vali�e l�f'3[]IFI..?[1
5. Flonr Ele�•atinn Tolerance Envekvpe
a. The acceptable tnleran�e en�elo�se f'or absolute ��e��atinn af any �oint on the
slab surface, u,°ith respect io the efe�ation shown on ihe Drawings, is as f�ll�ws:
1} Slab-on-Grade C'onstruction: t 3/4 inch
2} Top surfaces nt'tna-med slakss measured prinr to remo�a] nf'su�porting
shores: �'/� inch
3} T'op surfaces of alI other s1aUs: t'/4 inch
4} Slabs specified ta slope s�all ha�ve a t�lerance from the speciCed slape af
31$ incli in IO feet at any �nint, up to'I, inch trom tl�enretical. ele�atio�l at
any �nint.
3.8 SYSTEM START[]P �N�T USEU�
3.9 ADJUSTIhG [N�T USED]
3.I4 CLEA:VING
A. De3ective Work
].. Imperfect or dan�aged ��=n��k nr any n�aterial damaged vr determined t� be defective
bc�ore finai �ompletinn and accept�nce of th� �ntire jnh shall lae satisf'actn�-ily re-
placec3 at tl�e C�}niractor's expense, and i�� conformity with all of the reyuirements of
the IJra���ings and Sperifications.
2. Perfo.r�n removal and re�Iacement of' cnncrere work in su�l� manner as not tn impair
the appearance ar strengCh of the structure in any way.
B. Cleaning
C1TY [)F F[:)RT WC)ftTH ['[:7I-I[:] A�artments
STAV�]ARI7 C'ONS['ki;["1'TC]N SPE;C'IF[C'ATIC7N I][:]CUR4��IT5 [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
ns ;a n�� - z;
[:'AST-IN-PLACG C'ON('ki�TE
Px�e �� uf?S
].. i]�on completivn of the wnrk remnve fram the site all forms, equi�ment, pratective
co��erings and any ruhbish resulting there�roin.
2. Atter s���eeping ❑oars, wash tloars wit�} clean water.
3. I.eave tinished �oncrete surfaces in a cleail co�ldition, satisfactnry to th� City.
3.i1 CLQ5E�L1T �CT�V[T[ES [�T�T USED]
3.12 PRDTECTIaN [N�T USFD]
3.�3 N[AI�iTENANCE jIVDT LISEfl]
3.I4 ATTACI-IMENTS [VDT [JSED]
END �F SECTTT�'�T
f2evisinn Log
D11TE NfLME SUMMARY OF CI-IANGE
2.2.�.3 Reino�ed Blue Text'Adilec! �escri�tiuns far water-soliii���,
12i'20i2Q12 D. 7ohnson chioride-ion cc7ntcnt
3.4.C'.1 C.'hans,�eci 75°rU iu 7Q°/v
C'1"fY []F' 1=nk'C 41'C)1�1'H ['[:)H[.] Apartments
STAVi]ARl.I C'ONS I'Kl;[' Ii[]N SPECI}"IC'ATT[:]N �[:7C'Uh7ENT5 [Yk�C' I�)-Ill�1
[te�ised Decem�cr 3{}. ?{}12
o33a�3-t
C[?ItiTR[]LLEI7 LC)Gl' STkENC;TH NfA'tERIAL {C'Lti�fy
P:�ge I of 7
sEc���o�v a� �a i�
CC)NTRULLEll L[�W 5i'AL;NG?I� MA?�I�IAL {CLSM)
1'ART 1 - GEI� ERAL
f.��Y�.l� Isl .i�l
A. Sectinn in�Iudes:
1. Controlled low stren�th material �C`LSM} for use in the follo�ving:
a. Flowal��e backfsll
B. Deviations fram this City of Fort Wartl� Stand�u-ti Speciticatioz}
].. Nane.
C. Related Speciticatio�� Sectio�}s include, bui are not necessarily liinited to:
].. Di�•ision D- Bidding Requirements, Contract Foa�rns and Conditi�ns of the Contract
2. Ui�ision 1— General Rey�airements
3. Se�tinn 03 30 04 -�'ast-in-Pla�e C'an�rete
1.Z PRiCE AND PAYMENT PRDCEDi1RE5
A. Meas�rement and Payment
1. Measurement
a. This Ite�i� is cnnsidered subsidiary to the stnictur� nr Items being �laced.
2. Payment
a. The work �erfnrmed a�id thc material.s furnished in ac�ordan�e �r•ith t�is It�m
are subsidiary tn the stru�hFre nr Items 6eing placed and nn ather compensation
w'ilI he allnwed.
1.3 REFER�.hCES
A. Reference Standards
1. Reference standards cited in tl�is Specificatinn re�er to tlie current ref'eren�e
standurd published at the time of the latest re�ision date Io�ged at the end of this
Specilicatiot�, u;�less a date is specitically cited.
B. ASTM Internatinnal (ASTM}:
1. C31 - Standard Practice For Makin� and C:urin� Concrete Test Specimens in the
Field.
2. C`33 - Stazldard S}�eciticatinn fnr Concrete Aggregates.
3. C39 - Sta��dard Test Metliod for Cnn�pressive Strcngth n1�� Cylindrical Concrete
Specimens.
4. Ci43 - Stanriard Test Method for Slump af f iydraulic C'ement Co�zcrete.
5. C231 - Sta�idard Test Method for l�ir Cnntent nf�Freshly Mixed Cvncrete by the
Pressi�re M�thnd.
b. C2b0 - Standard SpeciFication far Air-Entraini��� Adinixtures for Cancrete.
C1TY [)F F[:)�tT VJC7RTH ['[:7I-I[:] A�artments
STAV�]ARI7 [:C]NS'fRi;['TIC]N 5PE(:ITICA'fI[:]'� pC)C:[1.�7FNl'S [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
o33a �3-2
C[?ItiTR[]LLEI7 LC)Gl' STkENC;TH NfA'tERIAL {C'Lti�fy
P:�ge 2 of 7
7. C6].8 - Standard Specificatian for C.nal Fly Ash and Raw nr Calcined Natu�-al
Poczolan for Use in Con�rete.
1.4 ADNIINISTRATIVE R�QUlREN1Eh7'5 [NQ7" IJSED�
1.5 SL]BMI7'TALS
A. Pro�ic�e sY�U�nittals ii� accordance �vith Section U1 33 Od.
B. All submittals shall be approveii k�y tf�e C:ity prior to delivery andlar fabricatian ior
specials.
1.G A�TIDN SI,JSMITTALSIINF�RMATI�7NAL S�1SM1T'TALS
A. Product data
B. Sieve analysis
1. Subinit sieve analyses c7f Cne aa�d coarse aggregates bein�; used.
a. Resubmit at any time there is a si�iificant change in grading of materia�s.
2. Mix
a. Suhrnit f'ull detai�s, inciuding mix design �alc�ilations fnr mix prnpnsed for �}se.
C. Trial bat�h test data
1. Submit data far each test �ylincier.
2. Submit data thai ide��ti€ies mix and slump For each test cylin�ier.
1.7 CLQ5E�L1T SLISMITT�LS [NnT USEI]]
1.8 Mr�INTENANCE 1VIATERIAL Sti BMITTALS [�I�T USED]
1.9 QLIALITY ASSURAI�CE [N�T USEU]
1.10 DELIVERY, STURACE, AND I-IAVDLIN�G �NQ7' L]SED�
1.11 FIELD C�NDITIahS �NQT USED�
l.iz WARR�hTY ['�I�T L15ED]
PART 2 - PR�D[]CTS
2.l DWNER-FURNISHED �R �VL'NER�-SUPPLiED �R�Di?CTS [N�T USEIl�
Z.Z PRnOUCT TYPES AND MATERIr�LS
A. Materials
1. Fnrtland cement: Type II inw al.kali portLand cement as s�ecitied in 5ection 03 3D
�D.
2. Fly asl�: C'lass F t7y ash in accordance with ASTM C'6I$.
3. Water: Ils specified in Sectian 03 3D 0�.
4. Adn�ixture: Air entrainin� adinixture in accardance with AST'M C26U.
C1TY [)F F[:)�tT VJC7RTH ['[:7I-I[:] A�artments
STAV�]ARI7 [:C]NS'fRi;['TIC]N 5PE(:ITICA'fI[:]'� pC)C:[1.�7FNl'S [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
o33a �3-3
C[?ItiTR[]LLEI7 LC)Gl' STkENC;TH NfA'tERIAL {C'Lti�fy
P:�ge 3 of 7
S. Fine aggregate: Concrete sa�1d (does not need tn be in a�cordancc with
ASTM C33}. No more than 12 percent of fine a�gregate shall pass a No. 2UU sie�e,
a;�d no p�astic fines shall be present.
G. �aarse aggz-egate: Fea gra�el nn larger than 318 inch.
I3. Mixes
l. Perfarrxiance requirements
a. Toial calculated air conient
1} Nat �ess than �.0 percent �r ��eater char� I2.0 percent.
b. Minitn�im ualcnntined cnmpressive strength
]) Not Icss tilan 5f] �si ��zeas�aC-ed at Z� days.
c. Maxiinum unconfined co�npressive strength
1} Nat greater than 15U psi �neasurecl at 2$ days.
?} Limit ihe lan�;-term strengl�� {9[} days) ta 2C]U psi such i1�at inaterial cauld
he re-exca�ated witl� cnnventional exca�atinn equipment in the tiiture if
necessary.
cl. Wet c�ensity
1} No �,*reater thaa� 132 pounds per cubic foot.
e. Color
1} No cnlnrativn required unless nnted.
Z} Submit dye or other colnration n�.eans fna- apprn�al.
2. Suggested design mix
:�bsolute �'nlu me
Material W'eight Specitic Grar•ity Cuhie Fvnt
(�enient 3{1 pv�lnds 3. I � [}.1 �
Fly Ash 3(3{1 pnunds 2.3{1 2.[1]
Water 283 pnunds 1.[}[1 4.54
Cnarse A�gregate 1.4f5 pounds ?.hK $.7f�
Fine A��regafe 1.4b5 potinds 2.68 8.7b
Eldmixturc 4-6 aunces - 2.7a
T�TAL 3.�43 pounds - 27.00
2.3 ACCESS�RIES (1VQ1 liSEfl]
2.4 SQL`•RCE QLJALITY �QNTR�L
�. Trial bat�h
1. Atter mix desi�n� has been accepted Uy Lngineer, I�a��e trial batcl� of the accepteti
mix design prepared by testing labnratv�y �c�eptahle tn F.ngineer.
2. Frepare triat bat�hes using spe�i�ied cementitinus materials and aggz-egates
propased to Ue used for the Wark.
3. Prepar� trial bar�h w=ith suT#icient quantity to determine sfutrsp, �=o�-kability,
coi�sistency, and to pro�ide suft�icietit test �ylinders.
C1TY [)F F[:)�tT VJC7RTH ['[:7I-I[:] A�artments
STAV�]ARI7 [:C]NS'fRi;['TIC]N 5PE(:ITICA'fI[:]'� pC)C:[1.�7FNl'S [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
U33313-4
C[?ItiTR[]LLE17 L[:)W' STkENC;TH NfA'fERIAL {C'Lti�fy
B. Test �ylinders:
P:�ge 4 of 7
1. Prepare test cylinders in accortiance wit�� A57'M C31 with the follow°in�
exGeptions:
a. Fili tlae cnncrete test cylit�ders to n�erflow°ing and tap sides lightly tn settle the
mix.
b. Uo nat ror� the cancrete mix.
c. Strike ofl the excess material.
2. PIace test cylinders in a moist cur�ng rnnm. Exercise caut.inn in maving and
transp�rtin� the cylinders since they are ti-agile a��d will withstand only mii�imal
bumpii�g, k�anging, or joltin�; withaut tiamage.
3. Dn not remn�e the test �ylinder from n�oFd tmtil the cylinder is to be ca}��ed and
tested.
4. T��e iest cylinders may Ue capped wiih standard sulfur compound or ��eopre��e pa�is:
a. Perfnt-�n the cap�in� carefully tn pre�ei�t premature �ractures.
b. Use nenprene pads a minicnurn o�' 112 incf� tllick, and 112 in�11 Ia��ger in diameter
than the test cylinciers.
c. Do nat perform initial compression test until t��e �ylinders reach a minimum
age nf 3 days.
C. C'arnpression iest � test cylinders: Test 4 test cylinders at 3 days and 4 at 2� days in
accord�nce witl} AS7"M C'39 except as �nodiCed ��erein:
].. The cnir��ression strcngth nt'the 4 test cylinders tested at Z� days shall be eqi�a] to
ar greater tl�an tl�e minimum reyuired compressian strength, hut z�ot exceed
maxin��im compressini� strength.
D. If tihe trial baich tests �ia not meet the Speciticatinns For stren�tla or density, revise and
resLibinit the znix clesigi�, and prepare additional trial batch ar�d iests. Repeat until an
acceptable trial baicl� is produced that ineets the Specitications.
].. 1111 the trial l�at�hes and a�ceptabiIity nt��naterials s11a11 �e paid hy the
CaN?EtAC:TaR.
2. At�er acceptan�e, do nnt change the mix design «•ithout submitting a new mix
design, trial k�atches, and test intannation.
�. ]]etennine slump in aGcnrdan�e with ASTM C143 tivitl� the fnlloti��ing exceptions:
1. Da �ic�t rnd the concrete material.
2. Place material in slutnp cone in 1 semi-cc�niiiiuous fillii�� operaiion, slightly
overtill, ta� li�htly, strike nff, and the�i m�asur� and record slump.
C'1"fY [)F F[:)�tT VJC7RTH ['[:7H[:] A�artments
STAV�]ARI7 [:C]NS'fRi;['TIC]N 5PE(:ITICA'fI[:]'� pC)C:[1.�7FNl'S [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
U33313-5
C[?ItiTR[]LLE17 L[:)W' STkENC;TH NfA'fERIAL {C'Lti�fy
PART 3 - EXEC[]T1QN
3.1 1NSTALL�I�S �ND'T []SED�
3.2 EX.4MINATl�1! [NUT USEDJ
3.3 PREPARATIDN �NDT L]SEU]
3.4 TNSTALLATI�I�
P:�ge � of 7
A. Place C`I.SM hy any �xaethod which preservcs the quaIity n�-'the material in terms of
�ompressive strengtl� and density:
1. Limit li�t hei�hts oFCLSM placed a�;ainst structures ancl ather facilities that could
be damagec9 due to the pressure from the C'LSM, to the lesser af 4 feet or the lift
hei�ht i��dicateci c�n ihe Draw°in�s. I3o not place another Iift of C'LSM ttntil t��e Lasi
lit't nt�CLSM t�as set and gained sufti�ient strength to �revent lateral lnad due to the
wei�lit af the next litt of CLSM.
2. T�e hassc requirement for placement equipment and �lacement rnethnds is the
maintenance nf its 1fluid ��rnperties.
3. Transport and place material so ihat it flows easily around, i�eneath, or throu�h
walls, pipes, conduits, or other siructures.
4. Use a sl�ur�p af�tl�e pla�ed inaterial greater than 9 inches, and sutfi�ient to allow the
material to flow freely durin� p�acement:
a. After trial batch testin� and acceptai�ce, mainlain slu�np cieveloped during
testing dtarin� construction at all ti�nes within + 1 inch.
5. Use a slun�p, cc}nsistency, ti�orkaUility, ilow characteristics, and pumpa6ility (where
reyuired) such that ��vF�en placeti, the material is sell-campacting, self-densifyii�g,
and has suffi�ient plasticity that compactinn na- tne�l�ar�ical �-ibratinn is nat req�iired.
f. Wl�ers using as emhedanent fnr pipe take apprn���iate ��ieas�ires to ensure Iine and
�rracle of pipe.
3.5 REPAIR �NOT C]SEDJ
3.G R�:-IYSTALLATI�N �N�7' USED�
3.7 �"I�:LD QXJALI'I'Y C�NTROL
A. General
1. Make pra�isions far and furnish all �naterial for iYae iesi speciinens, and pro��ide
inanual assistance to assist the Er��ii�eer in preparin� said specimens.
2. Be responsible Lor the care of and providing curing condition for tl�e test specimens.
B. Tests by the City
1. �uring the progress of �onstruction, the City w�ill l�a�e tests i�nade tn dctermine
whether the CLSM, as being produc:e�, complies w'itI} the reqi►irements speci�ed
hereinbelare. Test cylinders �vill be mac�e and ciefi�ered to the la6oratory by the
Engineer aitd tlie testin� expense will be bome by the City.
2. Test cylinders
a. Prepare test cylinders in accordance with ASTM C`31 �vith the follo�ving
exceptions:
C1TY [)F F[:)�tT VJC7RTH ['[:7I-I[:] A�artments
STAV�]ARI7 [:C]NS'fRi;['TIC]N 5PE(:ITICA'fI[:]'� pC)C:[1.�7FNl'S [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
U33313-fi
C[?ItiTR[]LLE17 L[:)W' STkENC;TH NfA'fERIAL {C'Lti�fy
P:�ge 6 of 7
1) Fill tlte �nncrete test cylirsders tn ��erf7o�ving and tap sides lightly tn settEe
the mix.
2} Do not rad ihe cancrete mix.
3 j Strike n�'1� the excess material.
h. Pla�e the cylinders in a safe lvcatinr� away frnm the �onstructinn activities.
Keep the cylinders moist by c�verin� with wet burlap, or eyc�ivalent. L]o nat
sprinkle water ciirectly on tlie cylinc�ers.
c. �1f'ter 2 days, pla�e the �ylinders in a prntecti�e cc�iitainer fnr transport tn tl�e
labvratnry {'or testing. The cnncrete tcst �ylind�rs are fi-agile and shall be
]�ai�dled caretully. Tl�e containe�- may be a bnx w°ith a Sryrnfnazr� or similar
linin� that will limit the jarrin� af�d b�ainpiii� of the cylinders.
d. Place test cylinders in a moist curiiYg room. Cxercise c:autiUn in mo��ing ar�d
transp��rtit�g the cylinders sin�e they ar� f�ragile and ��=iIl ��ithstand nnly
mininnal bvmping, banging, ar jolting without da�nage.
e. Dn nnt remove th4 t�st cylind�r �rnin i�anld until the cylinder is tn lae capped
and tested.
f. T�he test cylinders may be capped wit�� standard sulfur compouz�d or neoprene
�rads:
1) Perform the �ap�ing �arefiilly t� prevent ��reinature fractures.
�} Use neoprene pads a n�inimum of li? inch thick, and I12 inch larger in
diameter than the test cvlinders.
3) 17n nor �rertorm initial cni��pression test until thc �ylinders reach a
tT�inimuaii agc of� 3 days.
3. TI�e nu�nber of cylincier speciinens taken each day shall l�e detei�ni��ed by the
Irsspector.
a. Test ] cyliildcr at 3 days and Z at 2� days in accnrdan�c with ASTM C39
exce�t as moditied herein.
b. The c��npression stren�th af ihe cylinders teyted at 2� ciays shall be equa� to ar
�rreater than the �niiaimum requiret� cornpression stren�th, but noi exceed
maximum cnmpr�ssion strength.
4. Tl�e City will tesi tIie air content of the CLSM. Test will be made immediately after
ciischar�e �rom the mixer iiS accardance with ASTM C231.
5. Test the slump nf� CLSM using a siump cone in accnrdanc� with 115TM C i 43 wit�
the f'n�lnwing ex�eptions:
a. Uo not rod the concrete inateriaf.
b. Place maierial in sluznp coi�e in I semi-continriaus tillin� operation, sli�htly
a��crtill, tap ligl�tly, strike nf�; and tlicn meas��re and recnrd slump.
b. If c�mpressi�e sirenr�ih of test cylinders does nat meet requirements, anake
corrections to the mix desi�� to meet the reyuire3iients of this specifcaiion.
C'1"fY [)F F[:)�tT VJC7RTH ['[:7H[:] A�artments
STAV�]ARI7 [:C]NS'fRi;['TIC]N 5PE(:ITICA'fI[:]'� pC)C:[1.�7FNl'S [Y1tC' I�r-c�la1
�te�ised llecem�er ?il. ?U12
o33;i3-�
C[?ItiTR[]LLEI7 LC)Gl' STkENC;TH NfA'tERIAL {C'Lti�fy
3.8 SYS I'EM STARTL'P (NQT USED]
3.9 AD.�USTII�G [NQT USED�
3.10 CLEA:VII�C (NQT USED]
3.11 CLDSE�UT �CTIVITIES [��T USED]
3.i2 PROTFCTiON [NDT USED]
3.13 MAIIVTEN�NC:E [N�T LISED]
3.I4 ATTACHMENTS [N�T USED]
END QF SECTiQw
P:��e ? of 7
Ke�isinn Log
DATE NAME SUi'IMARY DF CI IANGE
C'1"fY []F' 1=[)k'C" �i'C)It1'H ['[:)H[.] Apartments
STAVi]ARl.I C'ONS I'Kl;['TI[]N SPEi:IFICATI[:i�l DC)C:[1.i�fENTS [Yk�C' I�)-Ill�1
[te�ised Decem�cr 3{}. ?{}12
U3 k[7 i}[� - l
MOI7i[-'[C'A'rIC]NS TO EXISTfNC� [:'C]NC:RI:TE
P:�ge I of 7
sECT�oN a� sa o0
MODIE=IC A'I'I[JNS ?U EXISTINCi C'UNC:RC'TE STkUCTl1RES
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian incIudes:
1. Mndifi�ations to existin�; concrete structures, inc€udin�:
a. Manholes
b. ]�3nction �soxes
c. Vaults
d. Retainin� �valls
e. Wing and head w�alls
f. Culverts
2. T��is sectian d�es not incl�de moditications t� Reinforced C:on�rete Pipe.
B. 17e�=iations trnm this City of Fort Worth Standard Specificatirni
1. Nane.
C. Related Speci�i�atinn 5ectinns include, hut are t�nt nccessarily Iiitlited to:
1. Di�ision D�- Sidding Reyuirements, Cantract Forms and Conditions o{'the Contract
2. Divisian 1— General Reytiireinents
1.2 PR10E AND PAYMEN7' PR�CEDURES
R. Meas«rement and Payment
1. Measurement
a. T'his Item is consic�ered subsidiary to the structure or Items being placed.
2. Payment
a. The wor� perfnrrned and the materials furnished in ac�nrdan�e with this Iteir�
are subsidiary to the structure ar Iteins bein�; placed ancl no other compensation
�vill be allawed.
1.3 REFEREI�CES
A. Reference Standards
1. Reference stanciards citeci iz� this Specircation refer to the current referenre
standard published at the tiii�e of the latest revision date lag��d at the end nf this
Specifi�ation, urzIess a date is speciti�ally �ited.
2. ASTM In[ernational [A5?M}:
a. Ab15, lleformed and Plain Billet-SteeI I3ars for Concrete Reinforcemeni.
b. C$�1, Standard S��eci�icatinn fnr E�nxy-Resin-Base Bondit�g Systetr�s fnr
Cnncrete.
c. C88?, Standard Test Methc�d fnr Band Stren�th of Epoxy-Resin Systems Llsed
with Concrete by Slant Sheer.
d. D�70, �tandard Tesr M�:thnd fnr Water Elbsor�tion of Plastics.
e. Df38, Standaa-d Test Method fnr Tensile Prnperties ot'Plastics.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ?i}. �{}� �
U 3 k[] i}D - 2
MOI7I[-'[C'A'TIC]NS TO EXISTfNC� [:'C]NC:R�TE
P:�ge 2 of 7
F. Db95, Stanciarc� 7'est Metl�od far Compressi�e Praperties of Ri�ici Plastics.
�. ll732, 5candard Tesi Met��od for Shear Sirength of Plustics by Punch ioo2.
h. �79U, Standard Test Met��ads fc}r F� Iexural Properiies of lliu-einfarced �tnd
Reinfnrced Plastics and Electricai Ins�ilating Materials.
B. Where reference i5 inade ta 1 of the a�o�e standards, ihe re�isior� in effect at the time of
bid opening applies.
l.4 �►DMiNISTRATIVE REQi1IREMEhTS [N�T USED]
1.S SUSMITT�'�LS
A. Pm�ide submittals in aG�ordan�e �rith Sectian �] 33 OD.
R. All suhmittals shall be a�prn�ed lay the City prior to delivery andlor fabri�atinn for
specials.
l.6 �CTIDN Si?Sll'I[TTALSIINF�RMATI�NAL SUSII'[TTTALS
A. Prociuct Uata
]. Submit i�anufactuz-er's Prc�duct Data nn all prnduct brands �rvposed f'or �3se tn the
F..zz�ineer fnr re��ie�=.
2. [r�clude the manufacturer's installation �uidiar applicatian instructians.
1.7 CLQSECJLIT SLISMITTALS [NnT USED]
1.8 MAIN'1'ENANCE MATEI�TAL SUBMITTALS �ND'T LISED�
1.9 QLIALITY ASSURAI�CE
A. When remo�ing inateriais nr pvrtions nf existing stx��i�tures and when making openings
in existin� stnictures, take precautivns and ali erect all necessary harriers, shoz-ing and
hracing, and nttzer prnte�tive devices tn �reveait dainage tn the structures beyvnd the
�imits necessary for the new work, protect personnel, ����iro1 �usi, and to pre��ent
damage to tl�e structures ai- contents by fallin�; �r flying debris.
S. Core sanitary sewer n�anhnIe penetrations.
1.I0 �ELIVERY, STURACE, AND EIAwllLING
A. Deli�=er th� sp�citied �Srnd�icts in nriginaI, uzanpened containers with the manufacturer's
nanle, labc�s, �rodu�t identiti�atioi�, and batcl� nu�nbers.
B. Stare ai�d cnnditian the s�ecified prndu�t as recommended l�y the iz�a��uf.acrurer.
l.il FIELD CONDT.TT�IlS [N�T LTSED]
1.12 W'AR1L�I�TY �vOT US�Dj
PART 2 - PRQDI.JCTS
2.1 DVI�'NER-FUR1Y1S1�ED OR OW'NER-SUPPLIED PROD[]CTS �NQT C]SED�
2.2 PRCIDCICT TYPES A:V�D MA'TERIALS
�1. Manufa�t�trers
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ?i}. �{}� �
U 3 k[] i}D - 3
MOI7I[-'[C'A'TIC]NS TO EXISTfNC� [:'C]NC:RI:TE
P:�ge 3 of 7
1. Fn other Yart 2 artic:les where tiiles belaw intraduce lists, the foll�win� requirements
apply to prodtici selectioia:
a. Available Yroducts
]} Subject to cnz��lia��ce w°ith rec�uirezn�nts, products that may he
incnrporated intn the Wnrk in�lude, but are not limited to, �a-oducts
speci l ied.
b. A�'ailable Manufacturers
]} S�hject to cnrx�pliazice with requireznents, manu�acturers otfering prnduGts
that �Txay be incnrpnrated into the Work in�l�ide, but are not lizl�ited tn,
ma��ufacturers specified.
B. Mare�-ials
1. Genera]
a. Com�ly with tl�is Section and any state ar lo�al regulations.
C. Stee] �einfar�ement
1. Reinforcin� T3ars
a. ASTM Ab 15, Grade b0, deFarmed.
D. Lpoxy }3andin� Agent
].. A 2-�om�nnent, sal�•ent-tree, asbestos-f'ree, mnistur�-insensiti�e epvxy resin
material uscd tn hnnd plastic cnalcrete to hardened �oncret� �omplying with the
reyuirements of ASTM C�81. Type V, and the additioi�al reyuiremeFits specified
herein.
2. Prnperties of the �ured t�ateria]
a. Cnm�ressive Strealgth (ASTM I]G95}
1} 8,�[]D psi minim2im at Z$ days
b. �I'ensile Stren�tl� (ASTM ❑638}
1} 4,UL]U psi minimum at 14 days
c. Flext�ral 5tren�th (ASTM D790 - Modulus ot�Ri�pt�ire}
]) G,300 �si minimum at 14 days
d. Shear Stren�th (AS'I'M D732]
1} S.Opp psi minimum at 14 i�ayy
e. Water Absorptiai� (AS'I"M ll770 - 2 hour boil}
1) ] percent tnaximum at l4 days
f. Bnnd Strength [ASTM G882) Hardened tn Plastic
1} 1,5aU psi �ninimui�i at 14 c�ayy moist �ure
�. C.olar
y l ) Gray
h. A�ailable Manu�-acnirers:
1} Sika Coiporation, Lyndhurst, New ]ersey - SikadL�r 32, Iii-Mod
2} BASF, Cleveland, Uhio - Cancresi�e 1438
�. Epnxy Paste
1. A 2-component, solvent-free, asbestos free, moisture insei�siti�ve epoxy resin
material used to bond dissimilar materials to concrete such as settin� railin� pasts,
dnwels, anchor holts, ai�d alI-threads into l�ardened �nncrete and cnm�rlying with
the requirements of ASTM C'881, Type I, C�rade 3, ar�d the additianal r�quirements
specifiecl ��er�in.
2. PrUperties aFthe cured material
a. Cnmpressi��e Prn�erties (ASTM Df9S): ] D,Qi]Q psi ininimutn at 28 days
C'I"I'Y []F' P[)k'C" �i'[:)[�TH ['[)H[.] A�artments
5"fAV1)AI�1:] C'oN5 f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ?i}. �{}� �
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MOI7I[-'[C'A'TIC]NS TO EXISTfNC� [:'C]NC:R�TE
P:�ge 4 of 7
b. �ensile Stren�il� {ASTM D638}: 3,i]UU psi minimum at 14 days. L•;lo�igation at
Break - 0.3 percent minitr�um
c. f'lexural Strength (AS'I'M D79U - Moc�ulus of Kupture}: 3,7UU psi nua�i�num at
] 4 days
d. Shea�- 5trength (ASTM 17732): 2,$flD psi minimuin at �4 days
e. Water Absorption (ASTM D57U}: 1.0 percent n�uxiinuin at 7 days
f. I3and Stren�rth (ASTM C882): 2,ODU psi at 14 days moist cure
g. Cnlnr: Cnncrete grey
h. A�ailable .Manutact�irers
1 } U�erheaci AppliLations
a) Si�a Corpc�ration, Lyndl�urst, New Jersey - Sikadur 32, I�Ii-Mad LV
b) SASI� - Cancresi�e 143 $
2} All Uther Applications
a) Sika Cnrpnratinn, I.yndhurst, Ne�= Jersey - Sskadur Hi-rnnd LV 3l
h} BASF - C'oticresiG�e 1401
F. Repair Mnrtars
1. I'rovide an asbestos free, maisture insensiiive, polymer-inadified, Poriland cement-
based cementitious t�-owel grade �nariar l��r repairs �n iiorizantal ar vertical
surFaces.
a. A�ai lahle Manufach�rers
]) Sika Cnr�oration, Lyndhurst New Jersey - SikaTnp l22
2) ]3ASF - E�naca Nanncrete R3
G. Pipe F'enetration Sealants
1. 1 can�ponent polyuretl�ane, extruda�le swellin� bentonite-free waterstap that is
cheii�ically resistant, not soluble in water and cupable af withstandiii� ��eti'dr�
cycling.
a. �1��ailabte .Manu�actlzrers
]) Sika Cor�nration, Lyndhurst New= Jersey -- SikaS��e�l S-2
2} Approved eyuaI
2.3 ACCESS�itIES (N�T USED�
2.4 SUURCE Q[]AL['CY CQN'CROL �ND7' C]SE��
PART 3 - EXEC[]TIQN
3.1 INSTALL�I�S �NQ'I' CJSED�
3.Z EX.r�MI1�ATIUh [NOT USE�]
3.3 PREPARATIDN
A. General
1. C�it, repair, reuse, deznn1is11, exca�ate or otherwise mndity parts af t11e existing
stntctures or a�pi�rtenan�es, as indicated on the Drati��ings, specified l�erein, or
necessary to per�nit coinpletian of the Wark. Finishes, joints, reinft�rcemenls,
sealants, etc., are spe�ified iia respecti�e Sections. C'omply witl� other reyuirements
of this nf Sectinn and as shnwn nn the Drawings.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
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MOI7i[-'[C'A'rIC]NS TO EXISTfNC� [:'C]NC:R�TE
P:�ge � of 7
2. Siare, mix, and apply all commerc:ial prociucts specifed in this Section in strict
compliance witl� ihe manufacturer's recommenc�ations.
3. Make repairs in all �ases where �on�rete is repaired in the �icinity of an ex}�ansinn
joint or control j�int t� preser�°e the isolatian between companents on eitIier side of
the jaint.
4. Whe�� drilling holes for dawels�bolts at ne�v �r existing concrete, stop dri�ling if
rehar is encnuntercd and relocate the ilnle to avnid rebar as a�prnved hy the
Engin�er. lan not cut r4har w°ithnut priar apprn�al hy the Fngineer.
B. C'nn�rete Remn�al
1. Remo�e coi�creie desi�nated ta be reino�ed to specifc liinits as shown a�� the
bra�°i���s or directed hy the Ln�ineer, by chipping, �ack-I�ainrnerin�, ar saw-cutting
as appropriate in areas where cancrete is to be taken aut. Do not jackhammer
sanitary sewer manhole penetrations. Remor�e concrete in suci� a manner that
surrnunding �oncrcte or �xisting reinfar�ing to be left in }�lace and �xisting in �lace
equipment is i�oi dama�;ed.
2. Where existin� reinforcing is expased due t❑ sa�v cuttinglcare drilliil� anc� ��o new
material is to be �laced nn tlae sawc«t s��rt-aGe, a�pIy a cvating ar surtace treatment
of epnxy paste tn t11e eiltire cut surface to a thicktaess nf I!4 in�h.
3. [n all cases ��here the joint k�etween new concrete or groui and existing concrete
��ill b� expnsed in the finished wnrk, except as nthen�=ise sl�own or specitied,
pro�ide a 1-inch deep sa�� cut on ea�h exposed surfaGe nt'the existing �oncrete at
the edge nf concrete remn�•al.
4. Repair concrete specified ta be left in place thai is dan�a�e�l usin� approved means
tn the satisfaction of tl�e Engiixeer.
5. The Engineer �nay from tin�e tn tinae direct additinr�al re�airs tn existing cnncrete.
Make tt�ese repairs as specified or by such ather metho�is as may be appropriate.
C. Connection S�ar�ace Preparatinn
1. I'repare connectioi� surfaces as specifed belo�v For concrete areas reyuiring
�atching, re�airs or inodificatinns as sho��n ni1 the Drawings, s�ecified l�ereirs, or as
directed hy the Engineer.
2. Remo�e all deteriorated materials, dirt, oi�, �rease, and aIl other bond inhibitin�
materials from the surface k�y dry rnechanical means. i.e., san�iblasting, �rrindin�,
etG., as a�prn��ed by the Engineer. Be sure tl�e areas are not ]ess t}�an li2-inch in
dc}�th. Ir�-�gular vnids ar surface stnnes need nnt be re»zn�ed if tl�ey are snund, free
of laitance, and firinly einbedded inio parent coi�crete, su6ject ta the Ens�ineer's
ti��al inspecti�n.
3. If reintorcing steel is exposed, it must be cleaned by w�re hrush or nther sianilar
means tv remove afl contamirsants, nist, etc., as appro��ed by the Engin�er. It� ]12 of
the diameter c�f tl�e reinlorcin� steel is exposed, cliip out behind the steel. Chip a
miniinum of I inch behind the steel. ❑o not Damage reinfarcin�, to be sa��ed durin�
the dcniolitinn nperation.
4. Clean reinfnrcing fram existing dernolished con�rete that is shnwn to he
incorporaied in ne�v concrete by wire Urus�� or other similar means to remove all
loose inaierial and products af corr�sion before proceeding with the repair. Cut,
bend, or lap to new reinforcing as sl�o�G•n nn the Drau�ings and pro�°ided with I-inch
minimuAr� ca�er ali around.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
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U3kOS}p-b
MOI7I[-'[C'A'TIC]NS TO EXISTfNC� [:'C]NC:RETE
P:�ge 6 of 7
5. 7'��e follows��g are specific cancrete surface preparatian "met��oc�s" to be used where
called f�r on the Drawin�s, specified herein, or as directec� by the En�ineer.
a. Method A
]) After thc existing concrete surface at cn�inectinn l�as bee�1 ro«gltened and
�leaned, thorougl�ly mnisten the existing sui-�a�e ��ith l��ater.
?} Brush on a 1116-inch layer af ceinent and water mixed ta the cansistency of
a heavy paste.
3} Immediately af'ter a�}�lication of�cetnent paste, place new concrete or graut
�Taixture as dctailed on tilc Ilrawings.
b. Method F3
1} After ihe exisiing concrete surFace has been rou�hened and cleane�i, apply
epaxy bandin� agent at connection surface.
2} C'omply strictly wit�� the manufaciurer's recominendatians for the €ield
preparation and a�pli�atinn nt�the e�nxy%onding ageilt.
3} Place i�ew �nncrete or grout ixrixtur� to limits sl�nwn nn the Drawings
within time �onstraia�ts recoirunent�ed by the rnanufacturer to en�ure Uand.
c. Method C
1} Drill a hnle ] i4 inck� larg�r tlian tl�e diainetez- ot�t�e do�=ei.
Z} F3]ow the hole clear of loose �arti�les and dust j�ist prior to instal.ling epoxy.
��irst fill tiae drilled hale w'ith epoxy paste, ihen buiter tihe tlowels�bolts witl�
paste the�� inseri by tappin�.
3} Uiiless otherwise showia on the llrawin�s, dri11 and set defom�ed bars to a
de�th of 10 bar diameters and s�nni�th bars tn a depth of ] 5 bar diameters.
4) If not noted nn the I]rawings, the Engiileer wilI prn�ide details regarding
the si�e and spa�ing nf dnwels.
d. Methoti ❑
1} C:oanbination of Met��od B and C.
3.4 iNSTALLATIDI� [NOT LISED]
3.5 REFAIR [�iOT USEO]
3.6 RE-IrTST:�LLAT[ON �N�T �SED�
3.7 �'IELD QU�LITY C�NTItOL [h'�T L]SE��
3.8 SYS?E1V7 S'CARTf�rP (N�T �SE�]
3.9 �►DJUSTII�G [N�T L1SED]
3.1Q CI�EA.�I]�G [I�i�T USFD]
3.I1 CLnSE0L1T �'�CT[VITIES [�T(]T tiSED]
3.1� PROTECTI�N [NDT USED]
3.13 1�1AINTENANCE [NOT US�D]
3.14 A'TTAC�-IMEIVTS �N�T l]SEDJ
END OF SECTI��T
Cl'fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
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03 kn c>n - �
MOI7I[-'[C'ATIC]NS TO EXISTfNG [:'DNC:RETE
P:�ke ? of 7
Revision [.og
DILTE IVEIME SUMMIIRY OF CI-IANGE
C'I"I'Y []F' P[)k'C" �i'C)13"I H ['[:)H[] Apartments
S'fAV])A121:]C'ON51'[2l;("1'T[]N SPEC:T}"IC'ATT(]N ll(:7C'[1A9ENT5 13'RC' 19-U14�
�e�ised 1�eccmUcr �{}. �{}��
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C-[:)h4titON VJ[:)FLK I�ESIJL'f5 F[)R ELECTRIC'AL
P:�ge I of 5
sECT�vN 2� o� o0
CDMII'I�N VI'QRK RESULTS FDR ELECTRI�AL
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian Iz}cludes:
1. All laUor, materials and eyuipment reqszired to install, test and pravide an
npec�ational, ele�trical system as specif�ed and as s]�own on [11e I]rawings
I3. De�iations from this C:ity of l�ort Worth Standard Specification
l. None.
C. Related Specifi�ation Sections include, hut are not necessarily Iimited to:
1. Di�ision L} — Siddin� Requirements, Contract 1 orms and Conditions oF the C:antract
2. Di��ision 1- General R�quiren�ents
1.2 PR]CE AND PAYMENT PR�CEIlURES
A. Measuremeni and Yayment
l. Ele�tri�a] Facilities
a. Measurement
1} Measureinent far t��is Item sha11 be by lutnp suan.
b. Paymea�t
]) Tl1c w=ark �Serfornled and materials fiirnished in accnrda��ce tn tk�is Iten�
shall be paid for at the lump sum pri�e �id f�r "EIectricaI Fa�ilities".
c. The price hid shall include:
1} I'urnishin�; and i�istalling a complete electricaI system
2} Wire
3) C:able
4) C'nnd«it and related hardware
S} Supporis
6} Exca�ation
7} Furnishing, pla�e�nent and compa�tinn ofbackfill
8} Ha��Iing
9) C'lean-up
2. Furnish and [nstall Electrical Service
a. Measure�nent
]) Measurement f'or electri�al set-�ice shaIl be per each ty�e and si�e furnished
and installed.
b. Payrr�e�ii
1} The wc�rk perfanned and t�ie materials fuinished in accc�rdance wit�� this
Ite�1� shail be �aid for at the unit price bid for "Funlishiinstall Electrical
Ser�=ice" shall be made at tlie pr�ce bid �er eac�� ty}�e and si�e installed.
c. The price hid sl�all i��clude al] aspects of enn�pleting tlte installatioil of electricai
service includiri�, but nat limited to:
1 } t:o��duii
C'1"fY [)F F[:)RT WC)RTH CQHQ Apa�tments
STAVi]ARl:7C'ONSfki;["1'TC]N SPE;C'iI�ICA"fT[:7N D[:7C'[1ti4f_�ITS 1PRC 39-0141
tte�ised Ncnenaher 2?. ?U t3
2G [l� S}Q - 2
C-[:)h4titON Vv'[:)FLK I�ESIJL'f5 F[)R ELECTRIC'AL
P:�ge 2 of 5
? } Pole risers
3} Meter base
4} Breaker bax
S} Breakers
6) Coordinatian �=ith Electrical Ser�ice Frn�ider
3. Instalt Electrical Service
a. Measurement
1} Measurement tnr electri�al setvice shall he �rer each ty�e a��d size installed.
b. Payment
]} The w'ark gerformed and the inaterials Fuiz�ished in accordance with this
Item 5ha11 be paic� for at the unit price bid for "Install �Iectrical Service"
shall be inade at the price bid per each type and sice ii�sialled.
c. Tl�e price bid shall include all aspects af completing the installatinn of'electrical
se�vice incliiding, but nnt limitcd tn:
1 } L anduit
?} Pole risers
l.3 REFERE]�CES
A. Reference Standards
1. Reference stamiards citeci in this 5pec:ificaiion refer to the current reference
staaidard published at the tiine o�'thc ]atest revisioa� datc ingged at the end ofthis
S�ecitication, untess a date is speciti�ally cited.
2. Undervariiers La6orataries, In�. [UL}
1.4 ADMII�IS7'RA7'1VE REQUIREMEIlTS
A. Coordinatinn
1. Wl�ere references are n�ade to th� Relat�d WQrk paragrapk� in each 5pe�itication
Sectioi�, reFerrin� to ather 5ections an�i oiher Di�'isions af ihe Specilicatians, t��e
Ca�itractn�- shatl �rovide su�h infnrmatinn nr Work as may be required in thnse
r�feren�cs, and incIudc such infnrmatinn nr Wnrk as may be spe�i�ied.
2. Uivisi�n 2C reyuirements apgly tc� electrical r�uork providec3 under any di�visian of
the Specifications
B. Sen�ice and �V1�tering
]. ❑�tain ser�ice ti-nm the electri� se�vice prnvsder at ] 2�1?40 Volts, Sin�le Phase,
Three Wire, 6Q Hz from tra��.stonner equi�inent furnished and installed by the
pnwer cnm�any.
2. Po���er cot��pany responsibilities
a. Fuiz�ishin� and ii�stallin�; ihe primary o�erhead ct�nductars and pole line
h. Furnishing and installii�g tl�e transformer or riser J�n�e, �rimaty cutnuts,
li�;hlning arreslers an�i �rounding
c. [�ui��ishin� and ii�siallin� primary conduits and cables
d. Fui3�ishing and i��stallin� the transfomier pad and �raunciin� tif pad-mounted
transfnrmez�}
e. Furnishi��g and installing transformer
f. Terminating underground primary cabtes
;. I'�ii-��ishin� meterin� current transfanners (C`T's), ineter and meter �viring
h. Ter�ninating secomiary cables to the service transfonner
C'1"fY [)F F[:)RT WC)RTH CQHQ Apa�Yments
STAVi]ARl:7 C'ONS fki;["1'TC]N SPE;C'IFfCA"fT[:7N f�[:]C[1�ti4��lTS II'RC19-0�49
tte�ised Ncn�enaher 2Z. 3Ut3
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C-[:)h4titON VJ[:)ktK I2ESlJL'f5 F[)R ELECTRIC'AL
P:�ge3of5
i. I�uiz�ishin�; meter base and enclosure
3. Ca�ltractn�- respnnsibilities
a. Furr�ishing and insralling secnndaiy cn�lduits and cables
b. Pui3�ishin� ar�d ii�siallin� power campany appra�ed metering current
transformer enclosure (if reyuired �y pvwer company]
c. lnstallin� meter base
d. Furnisl�ir�g and insta]ling an empty �ond�iir with pull line frnm the mete�ing
current transfnrir�er enc1ns«re tv the meter e�lclosure. Cnnduit size and rype
approved by the pn�=er �ompany
e. Coorclinatin� elecirical service installation with pawer campany
4. City respnnsibilities
a. Negotiating with �nw=er enanpaxsy fnr the costs �f' neti� or re�ised ser�ices
b. Making �ayment directly tn �nw=er cna�lpany for such costs
C. Codes, Inspectivi�s and Fees
1. Dbtairi all necessary permits arid pay all fees required for permits anc� inspectians.
1.5 SLTBNiITTALS [:VQT USEU�
1.6 ACTIDN SC]SM1T"TALSIINFQRMATIQh�AL Sl]BM['TTALS [VUT LSEllJ
1.7 CLQSE�LIT SLISMiTTALS [NnT USED]
1.8 Mr�1I�iTENANCE 1VIATERIAL Sti SMITTALS [�I�T USED]
l.9 QUA.LITY ASSURANCE
A. Materials and Lquipment
1. New, except �vl�ere specific�l�y identi�ed �n tl�e Drawin�s to k�e reused.
2. LTL listed, where su�h listing exists.
3. Eleclrical ser��ice
a. Service type shall be as shown on the Drawin�s.
1.10 DELTVERY, STOR�GE, AND HA�TDLiNG [NDT USED]
1.11 FIELD ��iVDITIOhS [N�T LTSED]
i��.����:�;�►�ra
!1. ManufactiFrer Warra�lty
1. Manufacturer's warranties are specifeci ii� each of the Specilicatioii Sectioi�s.
�ART 2 - PRODllCTS �NQT CISE�J
PART 3 - EXECL]T10N
3.1 [NS?ALLERS �NQT LTSED�
3.2 ExAMINAT[ah
�1. Interpretation nf Drawings
C'1"fY [)F F[:)RT WC)RTH CQHQ Apa�tinents
STAVi]ARl:7 C'ONS fki;["1'TC]N SPE;C'IFfCA"fT[:7N f�[:]C[1�ti4��lTS IPRC19-0149
tte�ised Ncn�enaher 2Z. 3Ut3
zU n� c}n - a
C-[:)h4titON VJ[:)kK I2ESlJL'f5 F[)R ELECTRIC'AL
P:�ge 4 of 5
1. Caordinate the conduii ii}stallation wiii� alher trades and the actual su�pliec�
equipment.
2. Where circuits are shnwn as hni�c �1ins: Provide tittings and bnxes for �nmplete
raceway installaiian.
3. Verify exact locatioz�s and rnounting heights of li�hting fixtures, switches and
r�ce�tacles prinr tn ir�stallation.
3.3 PREPARATI�N [NDT USED]
[��1.6� �►11 �rY[r]�
A. Phase Balancin�
1. C'onnect circuits o�� motor control centers and panelboards ta result in eve��y
balanced loads a�rnss al ] phases.
3.S REPAIR 1 RESTDRATIDh [�DT L�SED]
3.6 RE-IVST�LLATInN [NDT USED]
3.7 FIELD (n�t] S�TE QLIr�L�TY C�NTRnIa [N�T tiSEO]
3.8 SY'STEII� STARTUP
A. T'ests and Settia��s
1. Test systeins and eyuipment furnished under �ir�°ision 2d.
2. Re�air nr repla�e all defecti�e ��ork.
3. Make adjustments to t�e systems as specitied andlor reyuired.
4. Prior to energi7ing electri�al equipment, inake aIl tests reyuired by tlie indi��idual
Speciticatioa� sections.
a. Sr►l�rnit a sample test for�n or procedtire.
b. 5ubmit the requircd test re�snrts aaid data within 3� days after rhe test.
c. Include names nf all tesk p�rsonnel.
d. Initial ea�h test.
5. Check �vire and cable tern�inations for ti�htness.
�. Verit'y ali tenr�inations at transfnrmers, equi��ment, ca�acitor cnnne�tinns, pane�s,
and encl�sures 6y pradu�inb a 1 2 3 ratation an a phase sequence motor when
caruiected to A, S, and L: phases.
7. �nspect, set, and test mechanical n�eratian for �ir�uit hreakers, dis�onnect switches,
mntor starters, and control equipment.
8. Check interlocking, control and ia�strun-�ent wirin� For each system andlor part of a
systein to prn�e that the system will fiunction prnperly as indi�ated by s�ketnatic
and wiring diagrams.
9. Schedule and caordinate [estin� with tl�e City at least 2 weeks in advance.
].0. Pm�ide qualified test personnel, instru�nents and test equipment.
1 I. Refer t� the indi��idual equipment 5ectians lor additional specific testing
r�qFiir�znents.
Cl'fY [)F F[:)RT WC)RTH (:QHQ Apa�tments
STAVf]ARl:7 C'ONS fki;["1'TC]N SPE;C:IFfC'A"fT[:7N f�[:]CUA4E�IT5 IPRC'f9-q14i
�te�ised No��enaher 2Z. ?U t3
z� n� c}n - 5
C'[:)h4titON Vv'[:)ktK I2ESUL'f5 F[)R ELECTRIC'AL
P:��e � of 5
3.� ��nJUST��c �?vvT us�n�
3.10 CLEA.V I1� G � NQT [JSED]
3.11 CLQSEDUT ACTIVITIES [wQT tiSED]
3.12 PROTECTIQN �ND7' L15ED�
3.13 1�1AINTENANCE [NOT USED]
3.14 ATTAC��IMENTS �N�T C]SEDJ
END QF SECTIOw
Rs:�'isian Lo�
I]A'I'E I NAMF; I SU�iMAf�Y [.)F' CHAN[rI-:
I 11?2: 13 � 5. Ariiold � .4dcled installation onlV pay itein for elettrical ser�'i�cs
C'I"I'Y []F' 1=[)k'C" �i'C)131 H ['[lHc) Apa3�ia�ents
S'f r'� V 1)AI�1.] C'ON 51'[2l; (' 1'T[]N SPEC'IFiC'A"CT[:7N ll[:7C'[1i14 C�1 T 5 I PRG 19-fl 141
Re�ised f4cnenzher?3.3Ui3
zUn� i«-t
DENIC]L17'I[)Iti F[7R ELECTRIC'AL 5Y5TEh1S
P:�ge I of 4
sECT�vN z� o� � o
DEMC]LITIUN FUI� ELEC:TRICAL SYST�MS
PART 1 - GEI�EHAL
l.l SllMMARY
A. Sectian In�ludes:
1. Furnish. install and test all eyuipment, �viring and appurtenances as may be requireri
tn perfnrm the electrical demnlitinn shnwn nn the Drawings and as sp��if`sed herein.
B. De�iations froiii this City of For[ Worth Standard Specification
1. Nane.
C.. Related SpeciCcation Sectioi�s include, 6ut are not necessarily �imited to:
].. Di�•ision 0- Hidding Rcquireme��ts, Contract Forms and Canditinns of the Contract
2. Di��ision 1— General Reyuirements
l.� PR�CE AND PAYMENT PR�CEDilR.ES
A. Meas�rement and Payment
1. Measurement
a. Measuremenr for this Item shall he hy lump sum.
2. Payment
a. The wark perfon�ied and the materials f urnisheci in accordance ��ith tI�is Item
shall �e paid fnr at the Iun�p sum price bid far "Sal�age Electrical Equipment".
3. Tf�e price bid s��all include:
a. Removing anci salva�ii�� electrical eyuip�nent includin�, bui not limited ta:
] ) Wire and �able
Z) Encasement
�} CL]i]C�LFYt
4} ��pports
b. Lxcavation
c. Furraishing, pla�ement and �om}�action of hackfill
d. Hauling
e. Clean-up
1.3 REFEREI�CES
A. Reference Standards
1. Ref.erence standards cited i� t11is Spc�ification refer to the current reference
standard �ublished at the tii��e of the latest revision date ing��d ar the end nf this
Specificatiai�, unless a dtite is specitically ciiec�.
2. Natinnal Fire Protectinn .l�sso�iatinn (NFPA}
a. 70, National Electri�al �'ode [NEC')
1.4 ADMINISTItAT1VE RF:QUIREMERT"5
A. C:oordinatian
C'1"fY [)F F[)RT' Gi'C)It1'H ['[)I-I[.] A�artments
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DENIC]L17'I[)Iti F[7R ELECTRIC'AL 5Y5TEh1S
P:�ge 2 of 4
1. Caordinate with ihe City ar iheir desi��nee 48 hours in ad�°ance c�f remo�als.
2. Coordinate with other Trades �nr retnn�al of electrical services in conjunctinn tivitl�
the remaval nt the assa�iated eq«i}�in�nt.
1.5 SUBMITT�LS [�T�T LTSED]
1.6 �CTIQN SUSMITTALSIINF�RMr�T�aNAI. SUSM�TTALS [NOT USEI]]
1.7 CLDSE�UT SilBMITTALS [N�T USEU]
l.8 MAI�iTENANCE 1VI�'�TERIA.L Sirg1VIITTALS [�iOT USED]
1.9 QC]AI,IT'Y ASSURAIIECE [N�T [JSEUj
1.10 ❑ELIVERY, STURAGE, AND HAVDLiNG
�1. I]eli��ery and AG�eptance Requircments
1. All sal�age materials will be deli��ered by the Contractor to the Csty at a locatian
ciesir�rnatecj by the Tnspector. The Inspector, assisted by authorired represeniatives.
will serve as t��e recei�ing a�;e��t for sal�age materiai.
1.I1 F'IFI1D [SITE] C:�]�DITIDNS [NUT USED]
1.12 VVARR�Ah?Y � V�T USED�
PART 2 - PRQDLICTS [N�T USED]
PART 3 - E�ECC]TIQN
3.1 INS'TALLERS �NQ? L�S�.DJ
3.2 EXAMII�AI'1�l!
!1. Verify �ield measi�rements and circuiting arrangemersts.
B. Verify that abandoned wirin� and eyuip�nent ser�e only abanc3oned facilities.
C. Re��nrt Drawing discrepancies to City hef'nre disnirhii�g the existing installation.
3.3 PREPARr�TID.N
A. Disconnect electrical systems ii� walls, floars a��d ceilin�s �cheduled For remaval.
B. C o�rdinate utility service ouiages rvith Utility Campany to minimize leii��th and number
of outages.
C. Pra�ide temporary rvirin� and connectic�ns to maintai�� existin� systems in service
durin� construciion.
D. When wnrk must be pertnrmed on energized equipment oz- circuits, use persnnnel
experienced in such operati�i�s.
E. Existing Electrical Ser�i�e: Maintain existing system in ser�i�e until new system is
coinplete and ready f�r service.
F. T3isahle syste�n only tn make switcho�•ers axid ca�mections.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4Eltil'S [YRC'I8-01a1
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DENIC]L17'I[)Iti F[7R ELECTRIC'AL 5Y5TEh1S
P:�s�e 3 of 4
G. Ubtain permission froin City at least 1 wee�C in ad�ance, Uefore partially or completely
disablin�� system.
3.4 �EMOLITIpN AN� EXTE'�SIO'V �F EX1ST1wG ELECTRI�AL WQRK
!1. Remn�e, reln�ate and extend existing installatinns to accom�nodate new° constructson.
B. Remove abandoned wirin�; ta s�urce �f supgly.
C. Remo�e expased abancioned c�iid�iit, in�lutiin� abandoned c���dtiit abo�'e acressi6le
ceiling finis�es.
].. Cut conduit f7ush w°itli walls and f.lonrs and patch surfaces.
D. Discnnne�t aba�ldoned nutIets and remave devi��s.
1. Rema�e ahandnned outlets if conduit serving tl�em is ahandoned and reillo��ed.
2. Provide blank cover for aba��doned outlets which are not re�noved.
i;. Uiscon�iect a��d remor�e abandoneci panelUaards and distriUutian eyuipinent.
F. Dis�nnnect and remo�e electri�a] devices and equipment that has hcen remn�ed.
G. I�epasr adjacent construction and finishes dama�ed durin� demolition and extensian
wnrk.
H. Maintain access to existing installations whicl� remaiii azti�e. Modify insiallation or
provide access tn par��ls as appropriate.
I. Where the deinolition ar re�'isian of any portioi� of a raceway or box i�� the raceway
system, in an area, causes the race��ay system of the area to no lon�er camply rvith the
�lassification or Speciticatinn requirements nf the area, provide and install su�h boxes,
fittings, etc. as n�ay be necessary tn return the ra�eway system to cnmplzan�e witil
Specifications.
.1. Extend cxisting installatinns using tnatcrials and ir�ethods as s�ecitied fnr new Work.
K. NliniFnize noise, dust, and ��ii�raiion and �onduct the work so as ta a��oid any dama�e tc�
the surraundings.
L. Salva�ed Equipmeni and Materials
]. The City shaIl ha�e the ri�ht to retain any or al] electrical and instrumentation
equipinent sha��°a} ar specified to be removed fr�m the si4e.
2. Deli�er the City's equi�ment to a site desi�nated Uy the City.
3. I��the City re#uses the sal�age, tl�e Contra�tar m�ist claiir� nwnershi�r nt the
materials and tiispase c�f ihem properLy.
4. Priar to starting demnlitinn, the �'nntra�tnr and �ity slaall .jointly �isit the areas nf�
demnlitinn and tl�e City wi�l designate t�nse items that a�-e tn remain the �roperiy of'
the City.
5. Take necessary precaUtions in remo��in� C'ity desi�nated property to pre�ent
dan�age during the demnlitinn process.
a. Re�1�o�e steel structvral �t�embers by unholting, �utting �•elds, or ciatti��g ri�et
l�eacis and ptancl�ing sl�ar�cs through holes.
b. Uo nat use a cutting tarLh to separate the City's equipr�ient or �naterial.
G. Remove items in l piece or in a n�a�ner that does not izn�act tl�eir reuse.
a. Loase components may be rernvved separately.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4Eltil'S [YRC'I8-01a1
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DENIC]L17'I[)Iti F[7R ELECTRIC'AL 5Y5TEh1S
P:�ge 4 of 4
b. Controls and electrical equip�nent may be remo�ed fi-oin the equipment and
handled separately.
c. Lar�;e units may be handleci separaiely.
d. Sal�aged piping shall be taken apart at tlanges or titti�lgs and remo��ed in
S�CtlDliS.
M. Material remo�ed from the �onstruction site during demnlitinn, and any eguipment nnt
nillerwise designated to ren�ain the pc-o�erty of tl�e City in a��ordan�e �•ith tk�e pre-
demolitinn identii�icatit�n prncess shall becoi��e the prn�erty nf the �'nntractnr, az�d shall
be proinptly removed frc�m t��e construction site.
N. Refurbish and r�pla�e any existiilg fa�ility, ta he let� in piace, �=hicl� is damaged by the
demolition operatioa�s.
].. Th� repair of such damage shall leavc the parts in a conditinn at least eq«al tc� that
fnund at the start nf the wnrk.
3.5 RESTORATIQN
A. C'lean and repair existin� materials and equipment whicl� remain or are to be reused.
B. PanelUoards
].. C'lean expnsed surfaces.
2. C(�eck tightness of electrical cannections.
3. Replace dama�ed circ�ait breakers.
4. Pm�ide �lnsure �lates tnr va�ant pnsitivils.
5. I'rovide typed circuit iiirectory showing revised c€rcuitiiz� arran�ement.
3.G R�;-I'VSTALLATIQN �NDT USED�
3.7 FIFIID �nrt] SITE QLIALiTY �dNTR�I. [NQT L�SEDj
3.8 SYST'EM STARTUP [N�'C I �SED]
3.9 ADJUSTII�C [NQT i7SEU�
3.10 CLEA:�IIIlG �N�T USED�
3.11 CLOSE�LIT ACTiVITIES [�OT LTSF.D]
3.I� PROTECTIaIV [N�T USED]
3.13 �'�AINTENANCE [iV�T LTSED]
3.14 ATTACHMENTS [��T LTSED]
END QF SECTIOw
f��visinn I.og
17A1'E. NAM.E SU1�iMA�tY ()�' C'HAN[:rF�:
C'I"I'Y []F' P[)k'C" �i'C)It1'H C[)l-Z[] Apartments
5"fA V 1)AI�1:] C'oN5 I'[2i; [' 1 TC]N SPE;C'ITICA"fT[:]N p[:7C'[1�ti4 Eltil'S iYRC' I8-[11 a l
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RACE�4'AY'S A,'�U �Sf]�E5 F[7R ELEC'TitjCAL �YSTEMS
Page 1 of 12
SECTIDN 2G 05 33
kAC'L;WAYS AND F3C]X�S PUk �LECT�tIC:AL SYST�MS
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian Iz}cludes:
1. Furnish anc� install c:omplete raceway syste�ns as showf� an the Dra�vings and as
specified herein.
I3. De�iations from this City of 1^ ori Wortll Standard Specificaiion
l. None.
C. Related Specifi�atinn Sections include, but are not ne�essarily limited to:
].. Di�•ision 0- Hidding Rcquireme��ts, Contract Forms and Conditinns of the Contract
2. Division 1— General Reytiireinents
3. Section 2� []S 43 - Undergraimd Ducts at�d Raceu�ays for Ele�tri�al Systems
l.Z PRICE AND P�YMENT PR�CEDi1R.ES
A. Measuremeni and Paymen[
].. C'onduits and Relatcd Hardware, when a bid item f'or Electrical Facilities exists
a. Measurement
1) "I'his Item is considered sut�sidi�ry to Ltectrical Facilities.
b. Payine��i
1} The �=ork pertormed and t�e materia�s fi�rnished in a�cnrdance witk� this
ite�lz are subsidiary to Electa-i�al Facilities and shall he subsidiary to the
Iump sum price bid for Ele�trscal Facilities, and n� nther cnn�pensatinn will
be allowed.
2. Conduits and Related Hardware, when no hid item for EIectri�al Fa�ilities exists
a. Measurement
1} Measuremeni far c�nduit shall be per linear foat of the size, i��stallalian
method, and type af conduit installed.
2} Liinits of ineasurement for can�uit are from center to center betw•een
grnund boxes nr poles, a cnmbination of the two or to the termination point.
b. Pay�nent
l) Payment fnr cnnduit shall be made at the �,rice hid per linear fnot nf'the
size, insiallatian rt�ethad, and type af coitduit i��stalled.
c. The price Uid shall include:
1} l��stallatint� nf�Conduit and Related Hardwarc including, hut nnt limited tn:
a) Elb�ws
b) Couplings
c) Weatlierheatis
3. �oi7duit Bnxes, wh�a� a hid ite»i f'nr Ele�trical Facilities exists
a. NleasuremellT
1} This Item is caiisiderecl subsidiary to Ele�trical Facilities.
b. Payme��t
C'1"fY [)F F[)1tT' �i'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'oNSI'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
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RACE�4'AY'S A,'�U �Sf]�E5 F[7R ELEC'TitjCAL �YSTEMS
Page 2 of 12
1} 'I'he wark gerformeci and t��e �naterials lumished in accardance wiih this
Item are subsidiary to Electrical Facilities and shall be subsidiary to tl�e
Iump sum price 6id for Llectrical l�acilities, and no other coFnpei�sation tvill
he allnw�ed.
4. Conduit �3oxes, �vhen no bid item for Electrical f�acilities exists
a. Measurement
l) Measurement f'or this Item shall he per each Cnnduit Bnx installed per
tncatinn nt�installation.
b. Payment
]} The w�ark perforined und materials furnist�ed ii� accordance to tl�is Item
sliall Ue paid for at the unit price bid for "Canduit Eox" ii�stalled.
c. The price Uid sha�l include:
]) F�i�ishing a��d installing tl�e �onduit Box
2) Excavatirnl
3} Purnishinb, placement and compactioi} af backtill
4} C:le�n-up
l.3 REFERE]�CES
A. Reference Standards
1. Reference stamiards citeci in this 5pec:ificaiion refer to the current reference
staaidard published at the tiine ofthe ]atest revisioa� datc ingged at the end of this
Specitication, un]ess a date is specitically Gited.
2. American National Standards Instilute, Inc. (ANSI}.
a. ANSI C'8C1.5. America�� �lational Stanciard for Electrical Ri�ici Aluminum
Cvnduit (ER.AC).
3. Natinnal Ele�trical Manufacturers Asso�iatian (NEM�).
a. 25U, �nclosures far �lectrical L;quipment (lUOCl Volt Maxianum}.
b. C8U.1, Electrical Rigi�i Steel C;anduit.
c. TC-2, Flectrical Pnlyvitayl �'hIoride (PVC) Tuhing and Cn��►duit.
d. TC-3, PoIyvinyl C'hlnride (PVC} Fittings for �7se with Ri�id PVC Cnnduit and
Tubing.
e. TC-7, 5moat��-Walled Coilahle Electrical Palyethylene C'onduit.
4. Natinnal Fire Protectinn Assn�iatinn (N�'P11}
a. 70 - Natioiia] Electri�al Cnde {NE�').
1} Article 35U, Liqtiidti�ht Flexible Metal Canduit: Type LFMC.
2} C:hapter 9, Tab�es.
S. LTnderwriters Laboratories (UL)
a. 6, Ele�trica] Rigid M�tal Cnnduit Steel.
b. 514B, Ct7nduit, Tubi��� anc3 Cahle f�ittin�s.
c. 651, Standard for Schedule 4[1 an�3 �U Ri�id PVC C onduit.
B. All equipment �oa�lponents and complet�d assemblies spe�if7ed in tl�is Sectinn of the
Specificatians shull Uear the appropriate label of L]L.
1.4 ADMINISTRATIVE RF:QU[REMERT5 � w�? l]5E13�
1.5 SCTBMTTTALS [VQT USEU�
1.6 ACTIDN S[]SM1T"TALSIINFQRMATIQhrAL Sl]BM['TTALS
Cl'fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
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RACE�4'AY'S A,'�T] Iif]7CE5 F[7R ELEC'TitICAL �YSTEMS
Page 3 of 12
A. Product Uata
1. Sub�nit to the �'ity, in accnrdance with Division l, the manufacturers' names and
prnduct designatinn nr cata]og mimhers ot aIl materials speci�ied.
1.7 CLOSE�LTT SLISM.[TTALS [�nT USED]
1.8 MAIIVTENANCE M�TERIA.L Si1SM�TTALS [NaT USED]
1.9 QUALITY ASSURA]�CE
A. C�ualifications
1. Manufacturers
a. Refer tn Specifi�atinr� Sectinn O1 6Q DO fnr listing r�f approved manuf'acturers
fnr al] materials.
1.10 DELI`'FRY, STQR.AGE, r�ND Hr��DL[NG
A. Stora��e and Handlin� Requiremei�ts
1. Handling: Iri ac�ordance with manufa�hirer's ii�stru�tivns.
2. Stora�e
a. In accard�nce w°itY� inantalacturer's ii�siructions
b. Not expased ta su��light
c. Campletely cn�•ered
3. Materials showin� si�ns af pre�ious c�r jobsite exposure will be rejected.
1.11 �'IELD f SITE] CU1��ITIQIVS �NDT L]SE��
i�i►�9�IE�:T:��►r r�l
A. No se�arate warranty nn ci�nduit.
P�'�RT i - PR�DUCTS
2.l �VVNER-FLiR�ISHED [nR] �VVNER-SllPPi�IFD PRDOUCTS [NC)T USED]
2.� C�NDLTIT
A. Li�}uidtight Steei Plexible Metal Canduit
1. [nterlocked steel core
2. PVC ja�ket rated fnr 84 degrees Celsius
3. Cornplies with NLC: Article 35Q
4. Fittings
5. Extru�led fro�n bU53 T-1 allay
b. Maximum U.1 percent capper cantea�t
7. Conform to:
a. ANSI C;$[i.5
b. UL-�
B. Rigid Steel C:onduit
1. Hot dip �alv�uii�ed
2. Tl�reads: llot �alvanized aFter cuttin�
C'I"I'Y []F' �'[)RT' �i'C)It1'H ['[)H[.] A�artments
5TAV1)A121:7 C'oNSI'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
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RACE�4'AY'S A,'�T] Iif]7CE5 F[7R ELEC'TitICAL �YSTEMS
Page 4 of 12
3. Conforms to:
a. NI:NIA C8U.1
C. Rigid �'VC 5ehedule 8fl Cnnduit
1. ❑esi�,�ied for use abave ground and underground as described in the NEC
2. Resistant tn suniigl�t
3. UL Laheled
4. Cnnfnrtras tn:
a. NEMII TC-2
b. LTI1651
5. Fittings confnxrn ta:
a. NEMA TC-3
b. LTL S 14B
D. Rigid PVC 5chedulc 40 C��nduit
1. Uesi�sied For use under�rc�und as described in t��e NEC
Z. Resistant to sunlight
3. UL Labeled.
4. Conf�na�s to:
a. NF..MII TC-2
b. UL 651
5. Fittings cr�a�fonn ia:
a. NEMA TC-3
b. L]L 514F3
E. Ili�h Density Polyet��ylene (F-IDPE} Conduit
]. Desi�rsed fnr use ut�►dergrnund as described in the NE�
2. Resistant to sua�light
3. LTL Labeled
4. Cc�nforms ta:
a. UL b51A
b. UL 551 ]3
c. NEMII TC-7
F. Race�vay Boxes
1. Use: F..x�nsed ra�eway systexns only
2. Boxes fcir unciergrou��d sysieins: Refer to Section 25 d5 43.
3. Bax si�e
a. IJistan�e het«•een each raceway entry insidc the hox and tl�e npposite «•all: Not
be less than G tiFnes the trade 5i�e of the largest raceway in a row.
b. L7istance shall he increased for adciitional eniries by [he auiouni of t��e sum of
the diacneters ot'all ather raceway entries in the same raw on the sam� ti�all nf
the hnx.
c. Each row �alcutated individtially, and the single rnw that pro�ides tl�e
maximurn distance used to size box.
Z.3 A�'CESSORIES
A. Cond«it (autlet Bodies
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
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RACE�4'AY'S A,'�U �Sf]�E5 F[7R ELEC'TitjCAL �YSTEMS
Page � of 12
1. Up to and includin� 2-1�'2 inches
a. Conduii outlet bodies an�l cavers: Gal�ani�ed steel
b. C'aptive scre��v-clamp caver
c. Nenprcne gasket
d. Stainless steel screw=s aa�d clamps
2. Larger than 2-112 incl�es
a. Use junction boxcs.
B. C'anduit Hubs
] . Watertight
2. Tl�readed �alvaz3ized sieel
3. [nsulated throai
4. Stai�lless steel �rc�undin� scre�v
C. Gro«ndit�g �iushings
1. �nsulated lay-i�� lu� a�-oundin� bus�iings
Z. Tin-plated cnpper grnunding path
3. Integrally mnlded nnn�nmb►zsti'�}e phenolic insulated s�irtaces rated ISO d4grees
Celsius
4. Ffasti� insert ca� ea�h busliing
5. Lug siLe: Sufficient ta accoinmodate maximum grounc� w°ire si�e required by the
N�,C: for the application
D. Raceway Sealant
1. Use for seali3�� of raceway hubs, enterin�* �r terininating in baxes or enclosures
where sha��n or specified
E. C:onduit Penetration 5eals
1. i�se tnr �onduit wall and floor seals
F. C:onduii a��d related hardw�u-e
l. All �nIyvinyI chlnride cnnduits, including elbo��s atid �niiplings sl�all be sched�ile
40 PV�' cnnduit, cnnfn�-ming to Fedcral 5pecifiicatinn W-C-I094 and [Jndcn�riters'
Lab�rataries, Inc. Standard UL-b51. All conduit sizes sl�all �e as inc�icated on the
Drawii�gs.
2. Rigid meta� Gonduit shall be steel, hnt-dipped gal�anized inside and outside,
3. Weatl�er l�eads shall be made af aluminum and may be the threaded ar the clamp on
tYP�-
G. Ex�ansianlDeflection Fittings
1. Use
a. Emb�dded in con�rete
b. Expnsed
2. Description
a. IniemaI �,rrounding
b. 4 inch n�o�etnent
c. Stainless steellcasr iron
H. Ex�ransinn Fittings
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
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RACE�4'AY'S A,'�U �Sf]�E5 F[7R ELEC'TitjCAL �YSTEMS
Page 5 of 12
1. [ialvanized steel
2. 8 incia mnvement
3. Irstemai grnunding
2.�1 S�URCE Ql]AL1TY ��NTROL �N�'I' USEU�
P�'�RT 3 - ExECUTI�N
3.� 1NSTALLERS [NOT []SED�
3.z EXAMI]�ATI�h [I�OT LIS.ED]
3.3 PREPAR�7TIUN [N�T USED�
3.4 �PPLICA.T.IOh
A. Interface with Uther Work
1. Caordinate the placeznent of conduit a��d relateci coinponents ��ith otl�er tracies and
exzsting installatinns.
I3. llnless sh���•n on che Dra�vin�s ar spe�ified oiherwise. the conduit type installed with
respect to the location shall be as lollorvs:
1. Under�;round, 18 inches or more co�er: Rigi� PVC Schedule 40 or �IUPL;
2. Under�;round, less than 18 inthes cover: I�igid I'VL: Sc�edu�e 80 or 1-illf'L
3. Expnsed: Rig�d gal�anized steel
4. Final c�nnection to equipment subjeci co �ibration: Liyuidti�ht Steel Flexible Metal
Canciuit
C. Sax Applications
1. Furnish raceway junctian, pull and terminal baxes with NEMA ratings for t��e
lncation in which they are installed,
2. Exposed switch, receptacle and lightin� outlet boxes and canduit fittin�s:
Gal��anized steel
3. Funlish boxes with tactnry tzanunting ]tigs. DriIling through the baGk o� aily b�x vr
en�lasure is prohibited
D. C:anduit C7uilet Sadies Applications
1. Concluits up to a��d incIuding 2-112 inches: Canduit outlet bodies �nay be used,
except where j unctian boxes are shown or otherwise specified
Z. �'onduirs larger than 2-112 inches: [Js� jurs�tivn boxes
E. C'onduit Flub Applicaiians
]. Unless s�ecifically stated l�ercin nr d�scrihed on thc IJrawings, all raceways shall
tertninate at an nutlet �=itki a condUit hub. Ln�knut or double Iocki�Ut terminations
w'ill a�ot 6e permitted.
F. I��s���ated Grnunding ]3ushing Applicatians
1. L]se: Termir�ate raceways at battoi�t entry to paci-inouritec3 electrical eyuipment ar
switchgear, if there is nn wal] nr f.loor pan nn whi�h tn anchor nr tenr�inate the
raceway.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
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RACE�4'AY'S A,'�U �Sf]�E5 F[:�R ELEC'TRjCAL �YSTEMS
Page 7 of 12
2. Uther raceways: Temiinaie �n entlosures wiih a c�nduit hub.
3. Grounding laushing �aps: Remain on the b�shing until the wire is ready to lae
pulled.
G. C:onduit Fitiings Applications
1. �n�r�bination expansinn d�tlectinn fittings: Instatl where cnnduits cross stnicture
expansinn_jnints, nn cond�it transitinns from und�rgrnund to al�ove grnund, and
where installed in exposed conduit runs such that t�ze distance beiween expansian-
detlection Cttings does not exceed 15U feet ofconduit run.
2. Ex�ansinn �attings: Install in lieu of a cnmbinatian ex}�ansion-de�lectzon fitting, nn
the exposed side of conduit transitions Frctin� under�ound to abave �round, where
the earth has been disturbet� to a depth of mare tha�� 1 U feet.
H. Cond«st Penetration S�als 1lpplicatinns
1. Contiuit wall seals: Use tvhere uncierground conduits penetrate waLls or at other
lncations shawn nn the Drawings
2. Conduit sealing busliings: Use to seal conduit ends exposed to the weather at�d at
other �ocatic�ns shown an the Drawii��s
I. Cond«it Tag Applications
1. Ta� alI canduits w°iilain 1 foot of the entiy of equi�n�ent, and wall anr� f�oor
penetratiaiis.
2. Tag alI undergra«nd c��nduits and diicts at a�] locatinns, exiting and entering from
under�aund, inclt�ding n�an��oles and handholes.
]. Raceway Instaliation
1. Na conduit smaLler than 1'/� inc:h electrical trade size.
2. Nv inore than the equivaIent nf 3- 9(] degre� bends in any 3 ntn.
3. �c� not pull wire until the conduit system is camplete in all details.
4. Ir�stalI all u�ide�-�rvund raceways in a�cnrdance ��ith Se�tion 2fi OS 43.
5. Wl�ere raceivays enter or leave the raceway systez�, wher� the raceway origin or
termination, �n«ld be si�bjected to the ent�y o[� moisture, rain �r liquid of any ty��,
particularly �vhere ihe terniinatian uf s�ch raceways terminate in any eyuip�nent,
new or existin� at a lower elevati�ii, such raceways sha11 be ti�htIy sealed, usi�i�
watertight sealant (Duxseal or equal}, at t�e high�r ele�ation, bath before and a�ter
the installatian nt�cahles, su�h that there shaIl be nn entry of�w=ater or moistur4 to
the I7aceway Systein at any tiine. Any cian�age to new or exis[ing eyUipinent, due to
the entrance of moisture ti-om unsealed raceways, shall 6e c�n-ected by c�mpleie
r4pla�em�nt af such eq�ii�ment, at nn cnst to th� City. Cleanit�g nr drying ot'such
dainaged equip�r�ent w=ill nnt be aG�eptable.
b. Conciuii supports, for otl�er than for under�aund racew�ays: Space at inter��als of 8
feet or �ess as requireci io obtain ri�id constructio�i.
7. Single conduits: Sup�nrt with 1 hole pipe �lamps in cn�nhination with l s�rew back
�lates, to raise conduits frozn the surface.
8. Multiple runs of cnnduits: Supported on trape7e type haa�gers with hori�ontal.
mezr�ksers and th�-eaded hanger rods not less than 3l8 inch in diameter.
9. Surface maunted panel boxes, juncti�n boxes, and conduit: Supported by strui to
pro�ide a mininnun nf 112 incl� �learance between walt anci equipanent.
C'1"fY [)F F[)RT' �i'()It1'H ['[)I-I[.] A�artments
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RACE�4'AY'S A,'�U �Sf]�E5 F[:�R ELEC'TRjCAL �YSTEMS
Page 8 of 12
lU. Conduit hangers: Attach ta structural sieel by means of bea�n or channel clamps.
Use con�rete inserts of ihe spat type where attached to cancrete yurfaces.
11. Cnnduits nn ex�nsed work
a. Install at right an�les to and parallel wit� the surrou��ding wall.
b. Canf�rm to ihe foi�n of the ceilin�;.
c. No diagonal runs.
d. Pm�ide �on�entri� l�ends i�i paralIel cnnduit runs.
e. Install cvnduit pertectly straig�t and tnie.
12. Conc�uits terminated inio enclosures: Install perpendicular ta the walls ��f�ere
flexible lir�uidti�ht ar rigid canduiis are reyuirec�.
a. IJn nnt usc short sealtigl�t elhn�� fitti��gs fnr such terminatinns, exc�pt fnr
cnnne�tians to iiastrum�ntativn trans�nitters wl�ere mUlti��le �renetratinns are
reyuired.
13. L7se insulated throat groundia�� bushi��gs far conciuits cantaining equipment
groiindsng cnnductors and ter�ninating in boxes. Connect grnunding cc�nd�ictnrs to
the box.
14. [i�stall conduits usin� ihreadeti fittin�s. Do not use ruru�ii�� threac3s.
] 5. pVC cntiduit: Use glued type cvitduit t7ttings.
16. HDP� c�nduit: Llse fittin�s by same manufacttxrer as �anc9uit.
].7. I,iquidtiglit t7exib�c steel conduit
a. Pritnary and secondary o��traa�sfonners
b. Generatar ter�ninutions
c. �ther eyuipmei�t �vl�ere vibration is present
d. Conr�e�tinns to instnimentatian transmitters, ��=her� nniltiple persetrations are
required
e. Do not use in other Iocations.
f. Maximum lengtl�: Not greater ihan that of a factory manufactured lang radius
elh��w nfthe cnnduit size being used
g. Maxianum bending radius: Nnt ]css than t�at shc�wn in t11e NEC Cllapter 9,
Tai�ie 2, "Other Bends".
h. Do nat use I3X or AC type prefabricated cables.
18. Conduits �assing tllrou�l� npenings in walls or #lonr slabs: Seal remaining npersings
against the passage n�� flaanc and smnke.
19. Concluit en�s exposed to the weather or corrasive �ases: Seal ��°ith �onduit sealin�
bushin�s.
2U. Raceways terminatin�� in C'o�itrol Panels or boxes containing electrical eyLiipFnent
a. Do nat instail to enter fram the tap of the panel or b�x.
b. Seal with a watertight sealant: Duxseal or eyual
2l. Canduit
a. 'The L'ontractor will be reyuired to caordinate with aLl Iocal utility coinpanies,
loiag distance communicatian companies, C'ity utilities, railraad campanies, and
Dig Tess if appl icahle, to as�ertain exact locatinns ot� cnnflsctsng imdGrgrnund
ser�=ices,
b. I'he Iocatic�n of conduits and bn-ound boxes are dia�rarn�natic only and may be
sl�iftec3 by tlae lnspectar io accommadate fiefc3 con��itions.
c. The maximu�n allowable o�°ercut shall be L inch (25 irun) in diameter for bores.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
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RACE�4'AY'S A,'�U �Sf]�E5 F[:�R ELEC'TRjCAL �YSTEMS
Page 9 of 12
ti. The �'eriical and horiLontal tolerances shall not ex�eec� 18 inches t457 irun} as
measured froFn ihe intei�ded tar�et poini far bares.
e. I'lie use of a pneumatically driven device for punching h��les beneatli tI�e
�avement [cnminonly k�1o�G•n as a"missile"j w°ill nnt ue permitted.
f. Cnnduit installed for fiuh�rc use shall have a non-metallic, nylon type }n�ll string
and shall be capped usin� s[andard weather tight conduit caps, as approved hy
the Lnspectar.
g. The ContraGtor shall place duct seal nr foam at the �nds nt�all cnnduit where
cn�iductnx�s andln�- cabtes are �rresent.
h. New C:onduit
1} All ui�der�round canduit shall be schedule 4U YVC conduit.
Z) All �nnduit nr racel�ays abn�e groi�nd shall be rigid n�etaI.
3} f111 �nnduit a�1d tittings sl�all he nf the sizes and typcs shnwn nn the
Urar��ings.
4} Each sectio�i of canduit shall bear e�idence af appro�al by Underwriter's
Lahnratnries.
S) Conduit terminating in pnsts nr pedestal bases shalI alot extend vertically
inc�re thai� 3 inches a�ove the concrete foundation.
6} I'ielci �ends ui conduit shall ha�e a minimum rar�ius �f 12 ciiameters ot [he
noininal size of ihe conciuii.
7J Ex�nsed ��ertical canduit shall be ga}��anized rigid metal, and reazned and
�auplings made tight. PVC conduit shall be jained by t11e sol�ent--weld
ine[had in accordance with the conduit manufacturer's recommendations.
S} No reducer �oupIin�s shall 6e usecl unless specifically indicaied on ihe
Ura���ings.
9} Cond�iit and tittings shall have burrs at�d rough places smn��thed and shaIl
hc clea�� a��d free n��olastnictions befnrc the cabfe is installed.
10] I'ielci �uts shall be inade with a��acksaw only, and shall be syuare ai�d true
sa that the ends rvill butt or come to�et��er far the full diameter thereof.
a) Irs r�a case sha�l a cutting tnrch lae used tn cut nr join cond�iit.
11 } Slip jnints nr nim�ing threads will nnt be }�ermitt�d f'nr cnupiing cnr�duit
unless appro�°eci by the lnspe�tor.
12] When a standard caupling cannot Ue used, an appro�ed unian couplin�
shall he used arid sl�a]} provide a water-tight �ou}�ling between the conduit.
] 3) Co«plin�s shaIl be �rope�-Iy installed tn hring their ends ot'cnnnected
conduit to�ether to pror�uce a goad ri�;id connection throughaut the e�Stire
Ie��gtli oF the co»duii run.
] 4) Where the �nating nn a rigid ineta] cnnduit �1in has been damaged in
handlii�g or installatinn., such damaged �arts shal] be thnrnughly painted
«•ith rust pre��enti�°e paint.
15 ] En�is of con�uits shall Ue cappeci or plu��ed until installation of the wire is
ca�nplete.
16} Upon rec�uest hy tl�e Ir�spectnr, thc Cnntra�tor shalt draw a fiill-size metai
«•ire bnish, atta�hed hy swi�cl _jnint to a pull tape, thra�«gh the �r�etal
conduit to insure that the conr�uit is clean and free from obstructions.
17] C:o��duits shall Ue placed in an open trench at a mini�num 24 inc��es (612
inin} tiepth below the curb �na�ie in the sidewatk areas, or I$ inches (45U
ntm) below the finished street grade in the street area.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
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RACE�i�'AY'S A,'�T] Iif]7CE5 F[7R ELEC'TitICAL �YSTEMS
P:t�e lil of 1?
18] C:o��duit placed for cancrete encase�nent shall be secured and suppartec� in
suc� a manner that the ali�nment will not be dishu�bed duri�g placement af
the can�rete.
a) No �on��-ete shall be placed until ai] aftlle ennduit cnds l�ave �Seen
ca�ped a�id all box npenings ctosed.
19] PVC c�nduit, wlSicl; is to be placed under exisiing pa�emeiii, sidewallcs,
and dri��eways, shall be placed by first provitiin� a��aid thraugh which the
PVC �ond��it shall be inserted.
a) The vnid n�ay be tnad� hy bnring.
b) Use c�f water or other iluids in ��miectsr�n with the horin� operati�n
will l�e permitted only to lubricate c�ittings.
�) Water jetting wil� not be penr�itted.
20) If it is detennined by the Inspc�tnr t�at it is iz�npractica] tn piace tl�e �nnduit
by borir�� as outlii�ed abo�e due t❑ unfttireseen obstructions, written
perinissian n�ay be �,�-anted by the "l�raific Services Mana�er ar desi�nee for
the Cnnta-actnr tn cut the existing pavement.
21 } Pits for bo�-ing shall nnt be clnser than 2 f'eet (6l2 mm) to the laack nf'the
curb or the autside ed�*e af the shoulc3er.
a) 7'��e borin� method use� shall noi interfere with ii�e c�peratio�� of streets,
hig�iways, or ather facilzties, and shall not weaken or damage any
emhankment structure, nr pa�•ement.
Z2} Backfill -�om�action & Density Tcst for All Dit�111incs
a} ALl ciitchli�ies wiihin pavin� areas of existin� a��d propase�i streets and
within 2 feet (6UU mm} back of curb are to be mechanicaIly tainpe�l.
b) All tainping is to be tiensity controlled to 90 percent standard practar
d�nsity at optimum mnisture cnntent and no greater than 5 percent
nptizr��in� or Iess than 2�ercer�t below nptimiFm.
c} All backtill material is to be select nati�e �naterial, 6 int;hes ( I5U irun]
ciiameter c�ods �tnd si�ialler.
d} it is penr�issible to p�it backtill in G inches to $ inches ( l Sfl m�n to 4flQ
min) lifts with d�i�sities being taken fnr ea�h 3 f'eet (3D0 �n»�) nf
campac:ted material c�n offsettin� stations of 5U feet � 15.9 11�}.
73] Pro�ic�e adequately bent cr�nduit ac�d properly excavate so as to pre�ven[
damage tn t�e cnt�duit nr conductnr by a bend radius which is tno shnrt.
24} �111 �nnduit nms shall lae �antinuous and nf the same i��aterial [���eta] nn]y
or PVC only).
25] Wl�ere tying ii�ta existing conduit, ihe Con�rdctor must cos}iinue with �he
saine Tz�ateriak (metal tn metal nr PVC tn PVC').
2C] Ea�h length of gal�-anized rigid meta] conduit, �=here used, shall be rea�ned
and threaded on each �nd a�1d �oiiplings shall be made up tight.
27] W�ite-lead paint or equal shall be used on threads of all joints.
28] Meiaf conduit and fittings 5ha11 have the buirs and rou�h places smoc7thed.
29} Where thc cnatir�g nn a rnetal �nnduit itiin has heen damaged in handling ar
installation, su�h damaged parts shalI bc thnroughly painted with rust
preventive paint.
Lxistin� C'anduit
1} Prior to pulling cabLe in existin� u��der�?ratind conciuit, the conduit shall ioe
�leaned ��ith a mandrel nr cyiindrical tivire l�rush and blowrs nut w°ith
compressed air.
Cl'fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
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RACE�i�'AY'S A,'�T] Iif]7CE5 F[7R ELEC'TitICAL �YSTEMS
P:t�e 11 of 1?
?} If cnnduit appears ta be blocked, the Contractar shall make an atteanpi to
clear ihe �ondiiii Uy rodc�iiZ�? (The Cantiractor will not receive extra
co�npensation for roddin�;).
3} If�tlie existing �onduit cam�ot he used, the Contra�tor may be required to
repair and.'r�r re�rlace this �anduit as dire�ted hy the Engineer.
a} Repair of tihis c�induit will be paid far as "extra w�rk" ❑n a Chan�e
Order.
4} The Inspectar shall be nntified prinr to discnnnectinn or rem���al ot a�1y
existi�ag cable.
22. Conc�uits fron� external sources entering or Ieavin� a multiple campartment
en�lnszire: Stub u� intn t11e bnttnm hnriznntal wireway or nther manufachirer
designated arca, directIy bclnw° the �ertical section in which the �nnd�i�tnrs are to
be terminated.
23. Concluits enterin� from cable tray: Stub into the upger section.
24. install �nnd�rit sealing and drain fittings in areas designated as NE.MA 4X or
NF.MA 7.
25. C'onduit idcnti�ication platens
a. InstalI nn al1 pnwcr, instz2imentatinn, alarm and cnntrol cnnduits at ea�h end nf'
the nm and at inten�iediate junction hoxes and manY�nles.
b. Install conduit plaies before conductors are pulled inta ct�nciuits.
c. Coorclinate exact identiticatio�� �late locatioi} with the City at the time of
installation to pr�vide uniforn�ity of placeinent and ease of reading.
2b. Pull mandrels tluou�h aIl existin� condu�ts tl�at will be reused and throu�h all new
conduiis 2 inc��es in diarr�eter and lar�er prior to installing c�nductors.
27. Install 311 fi inch �nlyprn�ylen� pul� Ii��es in all new cnnduits nnted as s�ares nr
designated for f'uture equi�ment.
2$. f�astall conduit to drain away fs�om the eyuipment ser��ed. If conduit cirainage is n�t
�']C?SSIt]�C, �ise cnndiiit seals to plug the conduits at the point of attachanent to tlie
�L�LII �7[71EI][
29. Roiite condui[s to avoic� crossin�; pipe shafts, access hatches or ��ent duct openings,
present or future, in floor or ceilin� construction.
30. Dc� not use ninning threads.
3I. C'onduits passin� froin ��eated to unheated spa�es, exterior spaces, refrigerated
spaces, or cald air plenums: Sealed with waterti�ht sealant: l�uxseal or equal
32. Locate conduits a miilim�Fm nf 3 in�hes fro��s stcaail nr hot water }�iping.
a. Where �rossings are unaunidable, locate conduit at least 1 in�h frai�z tl�e
covering �f the pipe crossed.
33. Conduits t�rminating at a cable tray
a. Su�port inde�endently from the cahle tra_y.
b. Prn�•ide �onduit support within l-feet nf the cahle tray.
c. Wei�ht of the conduit not supported by cable tray
3.5 REPAIR I RESTDRATI�h j1�UT USEDJ
3.G R�:-IYSTALLATI�N �NOT USED�
3.7 �"I�:LD [nr�] S1TE QC]ALITY CONTR�L �NOT �]SEDJ
C'1"fY [)F F[)RT' Gi'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
2fi {}S 33 - �?
RACE��'AY5 A,'�U �Sf]xE5 F[7R ELE['TRjCAL SYSTEMS
3.8 SYSTEII� STARTUP [1�QT USFD]
3.9 ADJUS'1'I1�G [NUT [JSED]
3.10 CLEA:'V�II�G [N�T USED]
3.11 CL�DSEQUT ACT1V[TIES [wOT USED]
3.12 PR�'CECTIQN �NQ7 USED�
3.13 MAINTENANCE ['��T USED]
3.14 ATTACHMENTS [��T L1SED]
END Q� SECTIQw
P€t�e 12 af 12
Revisinn [.og
D1lTE NAML SUMMILRY �F CIIANGE
C1TY [)F F[)�tT VJC7RTH ['[:)I-I[] A�artments
STAvi]ARI]['[]NSTfti;C'TTC]N SPECII"IC'ATI[�N fa[:]CUA7ENT5 f3�RC'19-i}lal
t�e�ised DeccmUcr �{}. �{}��
zUnsa3-t
UAIDERG�t�lJ�1D Dl1C:-1'S AftiI] RAC'EW'A7'S F[)R ELECT'RIC:AL 5Y5TE?A5
P:�ge I of 7
SECTI�N 2G 05 43
UNDER[:R�LTND DUCTS �'�ND R�CEWAYS F�R ELECTR�C�'�L SYSTEMS
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian Iz}cludes:
1. Furnish anc� install a camplete undergraund system of racew�ys, manholes and
handhnles
2. Raceways far i�se ia� �tructural cancrete are s�ecified iia Section 2fi US 33, I�aceways
and Baxes for Electricaf Systems
f3. Deviations from this City oF Fort Worth Standard Sperificaiion
1. None.
C. Related Speciricatioi� Sections include, but are ��ot raecessarily limite�l to:
l. Di�•ision [} -� Biddit�g Re�uirements, �nntract Fr�xms and Conditions of the Contra�t
2. Division 1— General Requiren�ents
3. Se�tinn 03 3Q OD —�ast-ir�-Pla�e Cnn�rete
4. Sectinn 26 OS 33 — Raceways and �ioxes f'or Electrical Systems
5. Sectinn 33 D5 ] 0- Utility Trench Exca��ation, Embedme�lt and Ba�k#�711
l.� PRICE AND PAYMENT PR�CEDilRES
A. Measurement and Payment
1. Measurement
a. 'I'his Item is ransidered s��bsidiary to the Llectrical �aciLi[ies bein� insialled.
2. Payment
a. The work perfni7r�ed and t11e materials furnished in ac�ardan�e with this It�axa
are subsidiary to tY�e cle�trical �acilities specified nn the Drawings and sl�all be
subsidiary to th� lump stxm price bid for ��ectrical Facilities, a��d no other
campensatian �viil be allo�r�eci.
1.3 REFEREhCES
A. Reference Standards
1. Reference stanciards citeci ir� this Specificatian refer to the current reference
standard published at the tiine of the Iatest revision date logged at [he end of thfs
Specifi�atinn, unless a date is s�ecifi�ally �ited.
2. American Assaciation of 5tate �-lighway and 1'ranspartation Df�cials {AAS�ITU}
a. M3i16 — Standard 5pecificatian far llraina�e Structure Castin�s.
3. Underwriters Laboratories, Inc. {UL).
C'1"fY [)F F[)RT WC7RTH ['[)I-I[.] A�artments
STAVi]ARI:]C'ONS'fRliCTTC]N SPECII"IC'ATIC7N �[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
�te�ised Ji�ly I.?U] l
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UAIDERG�t�lJ�1D Dl1C:-1'S AftiI] RAC'EWA7'S F[)R ELECT'RIC:AL SYSTE�15
P:�ge 2 of 7
1.4 ADMiNISTHATIVE REQirIREMENTS [V�T USED]
1.5 SLTBMTTTALS [:VQT USEU�
1.6 ACTIDN SC]SM1T"TALSIINFQRMAT1QhrAL Sl]BM['TTALS
�. Product Data
1. P�astic duct spacer5
B. Shap Drawings
1. Manho3es, ha��dhales and assaciated hardG�are
1.7 CLUSEQ�JT SUSMITTALS [NQT i1SE�]
1.8 M�INTENANCE MATERIAL SLiBMITTALS �1vOT C]SED�
1.9 QL]ALITY ASSURAIlCE
A. [�ualificatians
1. Manufacturers
a. Precast maai�anles: MaAi��f'actured in a NPCf1 [Natianal Precast Cn��crete
Associalion) C:ertifiec� I'lant
1.10 ❑ELIVERY, STfl1tAGE, AND [-IAwDL1NG
�. Stnrage and Handling Requir�ments
1. fIandle an�i store materiat in accordance with inanufacturer's i��structions.
2. Store materials cvmpletely covered; do nnt expose materials tq suxslight.
3. Materials shawing sig�s nf �re�=iot�s nr_jnbsite ex�osure ��ifl be rejected.
1.11 �"IELD [SITE] C�RDITIQNS
1.12 WARR�AI�T'Y
A. Na separate �varranty far this eyuipanent
P�'�RT Z - PR�D[?CTS
2.l �WNER-Fi1Ri�ISHED [n�c] OW1�ER-SUPPLiEDPRODLICTS [N�T USED]
2.Z M�TERI�LS
A. Manufa�t«rers
1. Manufactt�rer List
a. Refer tn �ection D1 6D ��.
B. Canduit
1. PVC Schedule 40 rn- HDPE
2. Refer io Section 26 US 33
3. Terminators: Same size and type as the raceway
C. C'�ncrete cap for raceways ai�d duct bai�lcs
1. Refer to Se�tinn 03 30 OQ.
C'1"fY [)F F[)RT' �i'C)RTH ['[)I-I[.] A�artments
STAVi]ARI:]C'oN5'fRliCTTC]N SPECII"IC'ATIC7N �[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
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UAIDERG�t�lJ�1D Dl1C:-1'S AftiI] RAC'EW'A7'S F[)R ELECT'RIC:AL SYSTE?A5
P:�ge 3 of 7
�. keC] C�y2
a. 4U paunds per 1 U cubic yards of concrete
D. Manliales and Handl�oles
1. Precast co��crete
2. Designed fnr a�ASHTCI Class H2t7 laad.
3. Sices sho�vn on Urawin�s
4. Manhn�e tops
a. Fie�d reir�a�•able
b. Stainless steel lifting eyes
5. C]�ict bank entries intn th� rnanhnl� or handllole
a. Centered nn the cntea-ing wall
b. Cantain the nt►mber and siLe of duct terininators to match the correspondin�;
di�ct bank
G. Concrete suznp
a. MinimuA�a dimensions: l2 in�hes x I Z inches x? in�hes deep
b. Located in the middle of the Ll�or of the manhole ar �Zandl�ole, or as shown on
the Drawings
E. Mar�hole Cor�ers
1. Heavy duty
2. 3f inc11 diameter
3. Macl�ined gray iron
4. AASHTC] M346 CL35F3 minimum
5. 4U,UUU-pound praaf load value tAtiS1�T� Class Ii2[} X 2.5)
G. In�luding frame
7. "�lectric" or "Conu-�iimication" raised letterin� recessed flush an the co�er
8. Drop 1landles
F. Castinbs
1. Made In t11e USA
2. Cast with the founc�ry's name and production clate (exampfe: irurucidlyy}
3. True to �attern in fnnil and dimension
4. ��ree from pouring faults, spon�iness, cracks, blow holes, or other deFects in
positians affectin�; stren�th and �alue
5. Eingles: Fi�leted
b. Arises: Sh�rp and true
G. Hardware
1. Cable racks
a. Hea�y duty
b. Nnn-metalli�
c. Arm le��gths ol � inches, 14 inches anci 2U inches, each supportin� a loaci of not
less tha�� 25U pounds aC the auter end
d. Mnlded in 1 pie�e nf U.L. listed glass reirztorced nylnn
e. Sec�ared t� the manhole and walls using drill�d epnxy an�hnring systean, with
31 b stainless steel bolts
C'1"fY [)F F[)RT WC7RTH ['[)I-I[.] A�artments
STAVi]ARI:]C'ONS'fRliCTTC]N SPECII"IC'ATIC7N �[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
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UAIDERGIt�lJ�1D Dl1C:-1'S AftiI] RAC'EWA7'S F[)R ELECT'RIC:AL SYSTE�15
P:�ge 4 of 7
F. Arms �ertically spaced not greater than 24 inches on center
2. Pulling irons
a. Cnpnlyil�er polypropylene coated 112 inch diameter cable
b. Rated pulling strength: 75a0 tbs
c. PULyethylene pulling iron packet
d. Mant�nles: Re�essed in wall npposite ea�h duct entry
e. Haildhnles: Lo�ated near center nf handhnle flaor
3. Ladders
a. F�iberglass reinfarceci piastic
b. Safety yellow
c. 18 inch rung width
d. ] 2 inch rung spacing
e. Fui7�ish 2 lad�iers, length 4 feet greater tl�an the deepest ma��hale i�� the
underground system
H. Polyet��ylene W arnin� '1"a�e
1. Red polyethylene ��lm
2. 2 inclies mia�imum width
3. E�r�bedded n�etalli� wire for lo�ation tracing
2.3 �►CCESSnRTES [NOT USED]
2.4 SUURCE QLIALITY CONTRQL �NQT [JSED�
PART 3 - EXECC]TIQhr
3.1 INSTALLERS �NQ7' IJSED�
3.2 �.X.4M11�ATIQ1�
A. Verification ot' Cnnditinns
1. �� ield �erify ihe rociting of all un�iergraund duct banks 6efore placement
2. M�dif'y the routing to a�nid underground utilities nr abn�e graund ohje�ts
3. Fro�ide any alternate routi�lg ot�the duct banks tn ttie City f'vr apprn�al before
installation
3.3 TRENCI� EXCAVATIUI�
�. Pro�ide suitable room fvr installing manholes, hand�nles, ducts and appurtenances
B. Furnish and pla�e all sheeting, brac�ng and supports.
C. I.xcavate material af every descripiion and of whatever suhsta��ce encountered.
D. Pavemeilt: Cut with saw, wheel nr pneu�r�ati� chisel alnng straight lines laefnre
excar�atinb
E. Refer tn Sectinn 33 05 10.
3.4 INSTr�LLATI�I�
A. Trench Excavati�n
].. Fm�ide suitahl� ranm fnr installing maalholes, handholes, dii�ts and a�spurtei�ances.
Cl'fY [)F F[)RT WC7RTH ['[)I-I[.] A�artments
STAVf]ARI:] C'ONS'fRliCTTC]N SPECII"IC'ATIC7N �[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
�te�ised Ji�ly I.?U] l
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UAIDERG�t�lJ�1D Dl1C:-1'S AftiI] RAC'EW'A7'S F[)R ELECT'RIC:AL SYSTE�15
P:��e � of 7
2. Furnish anc� place all sheetin�, bracing a��d supports.
3. Exca�ate anaterial of e��ery descript.inn and of�whate�er suUstance encountered in
c��nfonna�ace with Section 33 f�S � 0.
4. Pavement
a. Cut w°itf� sar��, wheel �r pneuznatic chisel aLo�ig strai�ht lines befare exca�ating.
5. Trenchin.g a��d Cnm�action shall be in accnrdance with 5ection 33 05 10.
B. Speciai Te�llniques
].. C'hanges nf direction
a. Less t��an 2Cl de�rrees
1} llse hotbox, strictly ir� canforma�ice with the canduit inanufacturer's
instnictinns
b. Greater than �0 degrees
] } Use long radius laends
2. Minimuan racew=ay size between manhnles or handholes shal] be 2 inches
C. 5lopes
1. Fnstall race�=ays to drain away frorra buildings.
2. Fnstall raceways between manholes or handholes to drain tow°ard the manholes or
handholes.
3. Slnpes
a. At least 3 inches per 1 flQ ieet
D. Lay ra�eway lines in trenches nn sand hedding.
E. Plasti� spacers
]. Not mnre than 4 feet ak�art
2. Pro�ide not less than 2 inch ctearance between raceways.
F. Raceway banks cover: 24 inches
G. Raceway tennir�atinns at manhnles: Tei-�ninator for PV�' conduit
H. Slank duct plugs
1. LTse to seal thc �nds ot�a�l unused ducts in the duct systetr�
2. Fnstalled where ducts enter manholes c�r handholes, and at entrances and exits ia the
under�rround system
1. Raceways enterin� or exiiing the under�,noun�i system, risin� to hi�her ele�ration
1. Seal at hir�lier ele��a#.ion 6efore and after the installation of cabLes
2. Na entry of water or moisture to the Uiider�,�round System at any time
]. Complete duct syste�n bef'ore pulling any w=ire.
K. 5wab all raceways clean befare installing cable.
L. Cables in ananl�oles ai�d handholes
1. Train, suppart a��d restrain aii table racks.
?. Route cahles passing d�i�t entranccs aba�e all duct entrances.
3. Do not raute caUle in frai�t af or below duct hank entrances.
4. �nstall palyethylene warning tape trench abnve ea�h raccway nr duct baa�k.
C'1"fY [)F F[)RT' �i'C)RTH ['[)I-I[.] A�artments
STAvf.]ARI] ['oN5'fRtiCTTC]N SPECII"IC'ATIC�N �[:]c'[1,ti4CVTs [YRC'I9-itlal
�te�ised Ji�ly I.?U] l
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U:�IDERG�t�lJ�1D Dl1C:-1'S AftiI] RAC'EW'A7'S F[)R ELECT'RIC:AL SYSTE?A5
P:�ge 6 of 7
M. 'I'a� all under�,n-ound canduiis at all locations exiting and entering from under�round,
iFicludin� manhales and handholes
3.5 REPAIR 1 RESTDRATI�I!
!1. Rernn��e and replace sub gxade snils w11ic� beGome s�ft, lnnse or nthes-wise
unsaiisfactory as a result af ii�adequate excavation, dewaterin� or other tre��ching
methc�ds, usin� gravel fill.
B. Existing pa�ement
1. Sa�v i:LII ciI1L� 1'��7cllt eXISllllb �}cIV2fIl�I1�.5 iiUC]Ve 11eW �IlC� IIlOC�1Fl�L� eXI5I111f? L�ULL
banks.
2. Cut alon� straight lines.
3. Replace �Sa�ement with the same ty�se and quaiity ot tl�e existing paving.
C. Grassy areas
1. Rernn�e and replace sod, nr
2. Loain and reseed surface
3.6 RE-I:�fSTALLAT[�N
A. F�ackfillii�g
1. Rerno�'e matierials unsuitahle for backfilling.
2. Trencl� till
a. Cnrrur►�n fill �nateriai
b. Void of'rn�k nr c�ther r�nn-porous ir�aterial
c. Layers i�ot to exceed $-inches in loose measure
ci. Compact to 9Cl perceni sYanciar�i Prortor ciensity at optimum maisiure content of
- 4 percent
e. Moitilded G-inches aho��e existir�g grade
3. Existin� �rass, loam or �-arrel surface
a. Recno�•e surta�e iz�aterial
b. Cnnserve
c. Replace t� the full �riginal deptl�
4. Pa�ed areas nr desigilated future �a�ed areas
a. Ba�kfill witli s��ect till mate�-ial
b. �.ave�-s rtnt tn exceed S-ialcl�es loase measure
c. Campact to 95 percent standard Proctar density at oplimum moisture content af
= 3 percent
5. C'o�npa�tion
a. Hand nr �r�let�inatic tampin� with tonls weigl�ing at least ?D pounds
b. Place material beii�� spread and con�pacted in layers not over �-in loose t�3ick.
c. Sprinkle in �nnjunctinn with rnllii�g nr ran�zning, if' needed to achie�e req�}ired
cntr��saction
b. Do noi place �ituminous pavin�; in Uackfill.
7. I]o �ic�t use water jetting as a means nf cansolidatsng nr cnm�acting backfill.
8. Raad surfaces
a. Bra�rn and hase-�lean inunediaCely after backfillin;r
b. Fmpiny dust control ineasures at alI times. y
C'1"fY [)F F[)RT' �i'C)RTH ['[)I-I[.] A�artments
STAvf.]ARI] ['oN5'fRtiCTTC]N SPECII"IC'ATIC�N �[:]c'[1,ti4CVTs [YRC'I9-itlal
�te�ised Ji�ly I.?U] l
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l!�]DCR[��2�U�]I] Dl1C:-1'S AftiI] RAC'EWA7'S F[)R ELECT'RIC:AL SYSTE�15
P:�ge 7 of 7
3.7 CY,EA�III�G
A. Ret�n�=e al] rubbish and debris tram inssde and around the undcrgrntand systetrs.
B. Rernn��e dirt, dust, or cnn��-ete s�ratt�r froi�3 the interinr and exterior nf manhnles,
handhnles and sh-u�n�res, using bnis�es, �acutitT� cleaner nr clean, Iint free ra�s.
C. Do not use compressed air.
3.8 SYSTEM START[]P [NnT USFU]
3.9 ADJUSTII�G [NDT LISED]
3.10 CLEAVII�C �N�T [JSED�
3.11 CLQSE�UT ACTIVITIES [wQT �:SED]
3.12 PROTECT1pN �NO7' C15ED�
3.13 1�1AINTENANCE ['�IDT USED]
3.14 A'TTAC��IME�TS [w(]T IJSED]
END QF SECTI�N
Rc:�'isian Lo�
I]A�i'E � NAMF; � 5[Ji�iMAf�Y [)F C'HANCrI�:
C'I"I'Y []F' P[)k'C" �i'C)It1'H C[)H[] Apartments
S'fAV])A121:] C'ONS"['ILI;C"1'T[]N $PEC:T}�IC'A"fT(]N ll(:7C'[1A7E�IT5 13'RC'19-i}1�11
�ter•ised July 1.3U1 l
ii �at}n-t
s�rE r-�.t�nkmr.�
P:�ge I of 5
sECT�vN �a la o0
51TE CLEARII�iG
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian Includes:
1. Preparation af right-of-4vay and ather designated areas for construction operations
by remnving and dis�asing nf all c�hstructinns including �learing and gxlibbing and
trecs, when remo�a] of such obstructions is nnr spe�i�i�ally shou�n t�n the Drawings
to be paid by ather Sections. 7'he City of Fort Warth's Llrban Forestry Urdin��nce
gaverns all tree remo�als.
B. Deviations from this City of Fart Worth Standard Specification
].. Nane.
C. Related Specificatioi� Sections include but are nat necessarily li�nited to
1. Di�isinn D�- Bidding Requirements, Conrract Forms and Cnnditinns of the Co�ltract
2. Divisian 1— General Requiren�ents
3. Sectioi� C12 4I 13 — Selective Si[e Ueiiialition
4. Sectinn 0? 4] 14 — Utility Rema��allA�randnn�l�ent
1.2 PR10E AND PAYMENT" PR�CEDURES
A. Measureineni and Payinent
1. Site Clearin�
a. Measure�nent
1} Measuremeni fc�r this Item shall be by lump sum.
b. Paymei�t
1 j The w=nrk �rerformed and the tnaterials fut�iished in accnrdance with this
Itein sl�all be �aid for at thc lump sum price bid for "Site Clearing".
r. The price bid shall include:
1} Prunii�� oF desi���a[ed trees and shrubs
Z} Rernn��ai and dispnsal oftrees, struchires and ohstructions
3} F�ackf7llii�g o��holGs
4} Clean-up
2. Tree Remn��al (typically included in "5ite Cdearing", but should be used if "Site
C'learing" is not a bid iteim)
a. Measurement
1} Measuremeni far this Item sha�l be per each.
b. Payme��i
1} T11e �=nrk performed 3nd t�e snaterials titrnished in accnrdance �=it]� tliis
Itetrr shall be �aid tnr at thc unit price hid per eaGh `'Tree Remo��al" for:
a) Various caliper ranges
c. Tlie price bid shall incl��de:
]} Pnining of' designated tree:� and shrubs
Z) Remn�al and dispnsal af str�ict«res and nbstn�ctic�ns
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ?i}. �{}� �
ii �at}n-2
51TE C'Lt�tlkllti[:�
P:�ge 2 of 5
3} Grading and backC ]ling af holes
4} Exra�ation
5} Pertilization
bj C']ean-up
3. Tree Removal dnd Transplantation
a. Measurement
l) Measuretnent for this Item shat] be per each.
b. Payn3ent
1} The work perfonneci and t��e �naterials lumished in accarciance wii� this
Item shall be paid far ai t��e unii price bid per each "Tree Transplant" for:
a) Various cali��er ranges
c. The price hid shall include:
]) Pnining of designated trees and slirubs
2} Remo�al and disposal of strt►ctures and obstruclions
3} Mo��ia�� tree r�vith truck mounted tree spade
4} Grading and backtilliizg af�hales
5) Replanting t�-�e at temp�rrary focatinn (deterniined by Cantra�tnr]
6} Maintuinin� tree u�}til Work is completed
?} Replanting tree into original or clesi�nateci locatio��
$) Excavation
9} Fertilization
lU) C'lean-up
1.3 REFER_E:llCES �NQT l]SED�
1.4 ADMINSTRATIL�E REQVIREMEI�TS
A. Per�nits
1.. Contractor shai] obtain Tree Removal Pern�its and LJrhan Fnrestry Permits as
required by the City's Tree Drdina��ce. (ww��.FartWoi�thTexas.�a�)
B. Preinstallatinn Meetings
1. flald a prelianinary site clearin� meeting and inclucie the C:antractar, C:ity Arbarist,
City Inspect�r. and t��e Project Mai�a�er for the purpose c�f rer�°iewin� the
Cantractor's tree remo�al plan. �'learly marlc all tz-ees tn r�cnain on the �roject site
prinr ta the meeting.
2. Tl�e Contrac:tor will pro�ide the City with a Uisposal Letter in a�card�nce to
Di�•isinn Ol.
l.S Si?BMITTALS [�T�T USED]
1.6 ��CTInN Si]SMITT�LSIINF�RMr1TI�N,AL SUSMTTTALS [�iDT USE1]]
1.7 CLOSE�LTT SLISM.[TTALS [�nT USED]
1.8 M�INTENANC� MATERIAL SUSM[TTALS [NDT CISED�
1.9 QL]ALITY ASSiJRAI�CE [N�T USED]
1.10 ❑EL['L'ERY, STURAGE, AND 1-[A�fDL[NG �NDT C]S�:U�
l.il �IFLD ��NDITI4NS [N�T USED]
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
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ii �at}n-3
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P:�ge3of5
1.i2 WARRAI�TY [vOT LISED]
�ART 2 - PRODllCTS �NQ? USEDJ
PART 3 - ExECI:]T1QN
3.1 INS?ALLERS �NQT LTSEDj
3.2 ExAMI1�ATIah [NQT USED]
3.3 PR�,PARATIDN
A. Illl tr��s identitied to be �rotected and�'or pres�r��d shnuld he �learly tlagged with
sur��ey tape.
[3. I'ollor��in�; tapin� and prior to any removaIs or site clearin�;, the Cantractor shall meet
«•ith the C'sty, the Engineer and the Landnwner, if'necessary, tn confirm trees to kre
sa�ed.
3.4 INSTA.LLATI�h
A. Protectioi� af Trees
].. Prntect designated tr�es aald �a�ine trees and st�.nihs as shown an the I]rawings.
Refer to the Ura4vin�;s for tree pratectio�� details.
2. [f tlae Dr�win�s do not pro�ide tree protectian decails, protected trees 51iall be
fe��ced hy placing F-font tall nletal T-posts in a squa�-e arou�id the tree trunk with
the cnrners ]acated on the cannpy drip line, unless instnicted ntherwise.
3. Whe�� site co��dit�vns do not allaw far the T-posis ta Ue ii�stalled at the drip line, the
T-�osts may l�e instalfed no less than $ feet i-rom the tree tn�nk. 4-toat high ]? '/z
ga�ge stock fencing nr r�range �lastic snow f'ence shall be attached to t�e T-�nsts to
i-nnr� tl�e enclosure.
4. Dn not park eq�iipi��cnt, service equi[�mcnt, stnr4 naateriats, or disturb the rnot area
under the branches nf trees designated fn�- �reser�atian.
5. Whei� shown oi� the Drawin�s, treat cuts on trees ��ith an approved free �.vounci
dressing �viihin 2(] n-unuies of making a prui�in� cut or otherwise causin� da�na�e to
[he tree.
b. Trees anc9 brush shall be mulched on-site.
a. BL►rnin� as a methad of disposaI is nat allawed.
B. Ila�ardous Maierials
1. T��e Contractor will notify the Engineer iirunediate�y if any hazard�us or
questionalale materials nnt sllvwn on tl�e Drawings are encnuntered. This includes;
but nnt limited tn:
a. F'loar tiles
b. Raaf tiLes
c. Shingles
d. 5iding
e. C]ti�ity pipin�
C'1"fY [)F F[)RT' Gi'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ?i}. �{}� �
ii �at}n-4
51TE CLEAk1lti[:�
P.�ge � of 5
2. T�e tesiin�, remar�aL, an�3 disposal of hazardous rnaterials will be in accordance
with DiviSion 1.
C. Site Clearing
1. Clear areas shown on the Drawings of all obstructioi�s, except t�iose tandscape
feat�ires t}�at are tn he �reser�°ed. Such vbstructions includ�:, hut az'e not limit�:d to:
a. Reinains ot'huildFngs and other st�-u�tures
b. Poundations
L. Floor slabs
d. Cnncrete
e. Bri�k
f. Lumber
�. Plaster
h. Septic tank �rain tields
i. Ahandnned utiliry pi�res nr cond�its
j. E9uipment
k. Trees
1. F'ei�ces
m. Retainin� �valls
n. Clth�r it�i�s as specified nn the Drawirtgs
2. Remo�e �e�etation an�i olher land5cape features ��ot desi�mated for preser�atioii,
whether ahnv� nr below grnund, in�Iudi��g, but nnt lintited rn:
a. Curla and gutter
b. Dri�eways
c. Pa��ed parkin�; areas
ci. Mfscellaneaus stone
e. 5ide��alks
f. Drainage structures
�. Manh�les
h. Inlets
i. Abandoned railraad tracks
j. 5cra�� iron
k. Qthe�- dchris
3. Remove cul��erts, stnnn sewers, i�zanlaoles, and inlets in prnper sequence to
maintain traf.fic and drainage in aG�orda�ice with Se�tinn �Z 4l ] 4.
4. In areas recei�ing emUankment, remo�'e obstruttiUns not desi�nated For
preservation to 2 feet below natural grou��d.
S. In areas tn be exca�ated, remo�e nbstru�tinns tn 2 feet belnw the excavatinn le�el.
b. L�� all other areas, remo�e obstructions to 1 foot Uelow natural �,�round.
7. Wl�en allow•ed hy the Drawings nr directed hy the Engineer, cut trees and stumps
oft tn gro«nd le��el.
a. Remo��al oF existin� structures shall be as per Section []2 41 13.
D. Disp�sal
1. Dispose of all trees within 24 hours af remt7��a1.
?. All materials and delaris reiz�o�ed becnmes the prn�erty nf the Cnniractnr, unless
nthervvise srated nn the Drawings.
3. TI�e Contractor wi1L dispose of inaterial a��d dek�ris off=site i�� accordance wiih local,
state, and f�deral laws and regulatians.
Cl'fY [)F F[)R'C �i'[)13 I H ['[:)H[] A�artments
STAVi]A121:]C'oN51'[2i;("1'TC]N SPECTFIC'A"fT[:]N f�[:]CUA7ENT5 f3'RC 19-U14�
�e�ised 1�eccmUcr �{}. �{}��
31 ]Ui}Q-5
51TE CL�ARfIti[:�
P:�ge�of5
3.S REFAIR [NaT USED]
3.G R�;-I�ISTALLATIQN �N�T []SED�
3.7 �"IELD QU�LITY C�NTitOL [N�T L]SE��
3.8 SYST'EM STARTL],P [NOT L'SED]
3.9 ADJUSTIIlC [NQT [JSED�
3.10 CLEA�IIIlG �N(]T USEU�
3.11 CLOSEDUT ACTIVITIES [�OT LTSF.D]
3.Iz PROTECTIaIV [N�T USED]
3.13 �'�AINTENANCE [IV�T LTSED]
3.14 ATTACHMENTS [��T iTSED]
END UF SECT���
Revisinn [.o�
D1lTE NAML SUMMILRY �F CIIANGE
1?i2Ui2U12 C7. 1uhn�on 1.4..A 1'emlits: Itemored o�dinance number an�i adcled City's wehsile �iddress
C1TY [)F F[)�tT VJC7RTH ['[:)I-I[] A�artments
STAVi]ARI:]C'ONSf[2i;C'TTC]N SPECI}"IC'ATI[]N f�[:]CUA7ENT5 f3'RC 19-U14�
�e�ised 1�eccmUcr �{}. �{}��
31?316-1
iJNC'i.ASS1PiEI) EXC'AVAT'lt)N
Yage I nf �
sECT�vN �a z� i�
2
3 PART 1- GEI� ERAL
4 1.I SC]NMA[rY
5
6
7
8
y
IU
I1
I2
13
14
15
A. Sectian .In�ludes:
L]NCLASSII'TEU EXC`AVATI�N
1. Exca�ate areas as shnwn �n the Dra��ings or as directed. Remo�al of materials
encountered io the lii�es, grades, and typical sections showii an ihe Drawin�s and
removal tro�n site. Excavations n�ay in�lude construction of
a. Rnadways
b. Drainage Cl�annels
c. Site Exca�atian
d. Lxca�°ation for Structures
e. C3r any other operatian im�niti=ing tl�c cxca��atinn a['on-site materials
I3. De�iations irom this City of l�ort Worth Standarcl Speciiication
] . Nane.
16 C. Related Speciticatio�� Sections include, but are nat iiecessarily Iimited to:
17 ].. ❑i�•ision 0- F3idding Rcquireme��ts, Contract Forms and C�nditinns of the ContraGt
18 2. Division 1- General Reqtiireinents
19
?p
�. .5'�clr��j� .i 1 Z3 ?3 - l.iu��rc��,.�
4. Section 3l 24 Q[] - Embankments
� 1 l.Z PR�CE AND PAYMENT PR�CEDLiR.F.S
22
?3
24
2J
2fi
27
28
29
30
31
32
33
3A
3�
36
37
38
39
4U
4l
42
A. Measuremeni and Payment j:ll��cr.ci�rc�j�c��1 ui��l puv�3�c�ir i��e�huc! iiT 1hi,s Spccificrrtion
.S'�ilJ11IlI ['f3117"(I1111lIf' ��ith lJ�e i��ctlxxl rhr�.sen ija ,S'ecrioi� 3I ?3 ?3 ai��! ,S'e�llni� 3] Z-1 C]O.J
1. Exca�ation by Plan Qua��ti[y � 21ars merhucl rc y�.rires nc�> L3c>sr�,ri7 L'17�i17L'C.'Y t0
('.5'if:77LlIL' (�11[f11I111C:.S'. C Cdl"G .��1(11.IjlI I�L' jtf�i'i,'T� i(7 1'C!1'!f ' G'(l�L'iIIClI1G17 �JYI1L'C.(li�PG'.7 Cf]"G' I1T
�rc'cr�i'dcrjt�c u'i11� cill.5j�cc'iJl�ulrni� .5'cctir»t.s. f
a. Measurement
]} Meas�trement tnr this Item shalI be hy tlie cuhic yard in its final positinn
i�sin� the a�era�;e end area met��oci. Limits of ineasuren�ent are shown c�n
the Urawings.
?} Wl�en measured by the cubic yard in its �i�al pasition, ihis is a plans
quantity measuremeilt Item. The q«antity tn he paid is the quantity sliou�n
in the prnpnsal, unless moditied hy 1lrticle l].04 ofthe General
Coi�ditions. Adt�iti�r�al ineasureinei�ts or calculations will be rnade if
adj ustments of yu.ii�tities are required.
b. Payznent
l) The w=nrk performed and �nater�als furnished in accnrdance with this Item
anc3 measured a5 �ro��ided �mder "Measurement" wilI be paid for at the unit
price bid per cubic yard of "U�iclassified Exca�ation k�y Plan". N�
additioi�al compensation will he allowed for rock or shrinka�elswell
f'actors, as these are tl�e Contra�tor's responsibiliry.
c. The price hid shall include:
CIlY �F FORT WORTFI COi-IO Aparlments
STaVDAR� CONSTRL�CTIaN SPECIFICATIDN DDCUNfEVTS IPRC 19-Q141
Re4•ised Janu.iry 28, 2613
31 ?3 16-2
iJNC'i.ASS1PiEI) EXC'AVAT'lt)N
Yage ? nf �
l
2
3
4
5
G
7
8
9
10
I1
12
13
14
1S
16
17
18
19
?p
21
22
23
24
25
26
27
7g
79
30
31
32
33
34
35
3 fi
2.
] ) Excavation
2) Excavatinn Sa�'ery
3) Drying
4} Dust L:oz�trol
5} I�eworkia�g or replacing the o�er excavated inaterial in rock cuts
6) HauI ing
7} Dis�snsal of' excess materia] nvt used elsew�zere onsite
S} Scarilicaiion
9} Clean-up
Excati°ation lay Sun�eyed Quantity / 7hi.,� �alc�jhrxJ i.r rir�c�j7rlcJ fr�i° f'rr�jc�c�r.s i�� he�rvilti>
w���xlecl cr�-cc�.s r�r r�nc�r urcc�.s iti°here thc� caccr.�rxrry reclr.rirerllu cleley-n7i►�c yarcryrtities
f'cr�- �j�c�cr,�•rrj-cnac�i�r cr�rcl��uti��j�c��ri is rrrxrltrri�rcrhle clr.rriF��= cic��i�,rri.]
a. Measurement
l) Measurement for this Item shalI he by tl�e cuhic yard in its final position
�alculated using the a�erage end area or co�x�pnsite mcthnd.
a) 7'he City will perfc�rm a reCerence surr�ey once the 5ite has heen cleared
[o obtaii� existin� ��-c�und conditions.
b) The City will perfni7n a tina] �nst-cnnstruction survey.
�) The Contractnr tivilI be �aid tnr the cubi� yardage �f Fxcavated material
calculatcd as the dit�eren�e between tl�e twn sur�eys.
d) Partial payments will be based oi� estimated pla�� quantity
measurements calculated Uy t��e L;ngineer.
b. Payme��t
]) Tl1c work �erfornled and materials furnished in accnrdance w°itl� this Item
and measured as pro�ided under "Measurement" wilI be paid for at the unit
price bid per cubic yard of "Unclassified Exca�ation l�y Surr�ey".
c. The price bid shall inclucie:
1 J Excavatinn
2) Excavatinn Safety
3} Drying
4} Dust Coi�trol
S) Re��=orking nr replacing the n�er ex�a�ated mater�al in rv�k cizts
6} Hai�ling
7} llisp�sal of excess material nat useci elsewhere onsite
$} Scarification
9) Clean-up
37 1.3 REFEREl�CES �NOT [7SED�
38
39
�n
4l
42
43
1. U�iclassired Excavatio��— Without regard to materials, all exca�ations shall be
c��nsidered unclassitied and shall ii�clude al] tnaterials ex�avatcd. Aity refcren�e tn
Rn�k nr ntller materials nn the I3ra�rings or iii the specificatians is solely tor tlie
City and the C:ontractc�r's i�ifarmation and is not to be cakes� as a cldssiiication �f
the exca�ati�n.
44 1.4 ADMINSTRATIVE RE�UI[ZEMENTS
4S f1. Tl1e �nntractor will prn�id� the City with a Dispnsal Letter in accordan�e tn Divisian
46 UI.
A. Detinitions
CIlY �F FORT WORTFI COi-IO Aparlments
STaVDAR� CONSTRL�CTIaN SPECIFICATIDN DDCUNfEVTS IPRC 19-Q141
Re4•ised Janu.iry 28, 2613
31 ?3 lG-3
iINC'i.ASS1I=IEI7 EXC'AVAT'lt)N
page 3 nf �
i l.S S[]S1��ITTALS [��T L15ED]
2 l.6 ACTI�N SllSM�TTALS1INFaRM�#TI�NAL SUSMITTALS [�IDT USED]
3 1.7 CLQSEDCJT S�JBNI[TTALS [N�T USEDj
4 l.8 l�'�AINTENANCE ]I'[�TER.�AL Si1Sl1'[ITTALS [N�T USED]
5 1.9 QUALITY ASSURANCE
6 �1. Excavation 5afety
7 1. The Contractor shall be solely responsible for makin� all exca�ations in a safe
S manner.
9 �. All ex�a�ation and r�Iared sheeting and braciilg shaIl cnnnply with the requirements
I O af USHA exca��ation safety s[anciards 29 C:FR part 192C and state requirements.
I 1 1.10 DELIVERY, SIURAGE, A.VD HAiwDLING
12
13
14
15
16
17
I8
19
20
21
22
23
?4
7j
26
27
28
29
A. Stnrage
1. Within �;xiyting Ri�hts-of-Way [R[]W}
a. Soil inay be stored within existin� RUW, ea5emenCs vr teanporary c�nstruction
easements, unless spe�itically disalln�ved in the Contract I]o�uments.
b. Dn not binck drainag� ti�rays, iralets nr dri�e��ays.
c. Prn�ide ernsinn contrnl in a��nrdan�e wit11 Sectinn 31 25 OD.
d. When the Work is performeci in acti��e traffi� areas, stare materials on�y in
areas bai�icaded as providecl in tlae traffic coa�trol plans.
e. In nnn-paved axeas, do nnt store znaterial nn the ront znne oi' any trees Qr in
landscaped areas.
2. Uesi;iaated Storage Areas
a. lf the Canlract L]ocume�tis da not allow the �tora�;e of spoils u�ithin the RUW,
easetnent or temporary constructian easement, then se�ure and maintain an
adcquate stnrage I��catinil.
b. Provide an affida�vit that ri��ts ha�e i�een secured to store t��e materiais on
private property.
c. 1'ro�ide erosion control in accorciance with Section 31 25 UU.
d. Dn not binck draina�e ways.
30 1.I1 FIELD ��NDITIOhS
31
32
3:i
34
35
36
A. Existin� Coa�ditions
1. Any data which has heen or may he pro�ided on sul�surfaGe �onditions is not
intended as a representativn nr warranty of accuracy nr cnntinuity between soils. It
is expressly understnnd that neither the City nar #i�e Engineer will be responsible
for interpretations or conclusions tiia�r�n there Frc�m by the Contractor.
?. Data ss made a�ailable fnr the con��enien�e vf tl�e Cnntractnr.
C1TY' �F FORT WORTFI COi-IO Aparlments
STaVDAR� CONSTRL�CTIaN SPECIFICATIDN DDCUNfEVTS IPRC 19-Q141
Re4•ised Janu.iry 28, 2613
31 ?3 lG-a
iINC'i.ASS1I=IEI) EXC'AVA'L'lt)N
page � nf �
i 1.i2 WARRAI�TY [vOT LISED]
2 PA.RT 2- PR�DUCTS [NDT USED]
3 �.l OWNER-FtiRNI'SHE❑ [NOT USED]
4 Z.2 PRODUCT TYPES AND MATERIALS
5 A. Materials
6 1. Unacceptable f"ill Material
7 a. In-situ snils classitied as ML, MH, PT, ClL or (7H in accordance with ASTM
S D2487
y P�RT 3 - EX�CUTI�N
l0 3.I INSTALLERS [NOT USED]
11 3.Z EXAMiNATT�h [N�T LiSEO]
12 3.3 PREPAR�'#TIDN [NDT USEO]
13 3.4 C�NSTRUCTInN
14
15
16
17
I8
I9
?p
21
72
23
?4
?S
2G
27
28
z��
3U
31
32
33
A. Accept ov��nership of Unsuitable or excess material anci dispase aI material off site
acc�rdance wii�} lacal, siate� �r�d Federa� regulaii�tns at lacatio»s.
I3. Lx�a��ations shall be perfonned in the dry, and kegt free froin water, snow �.u�d ice
durin� conytrurtion with eh exceptir�a� of water that is applied for dust control.
C. Separate LTnacce�tabte Fill Material from ��ther materials, remn�e frozn the Site and
properly disgose accordii�� to ciisposal plan.
D. Maintain drainage in the exca�•ated area to a�oid damage to the rnadl�ay sectinns and
propasecl or existin� structures.
E. C'orre�t any darr�age to tlie subgrade caused by weather, at i�o additional cnst tn t�e
C: i ty.
F. Shape slnpes to a�oid Ionsening tx�atet'ial helow or nutside tl�e prnposed grades.
Remn�=e at�d dispnse of� sIides as directed.
G. Rnck Cuts
1. Exca�'ate to finish �rades.
2. L�� ihe er�ent c�f over �xcavatian due to contractor error below tIie li��es a;�d �rades
cstablislicd in the Drawings, �ise appro��d emhankment material �om}�acted in
accnrdance witli Section 3� 24 Qf] tn repla�e the o��er ex�a��ated at nn additir�r�a�
rost to City.
H. Earth C�uts
1. Exca�ate to finish sub�•ade
CIlY �F FORT WORTFI COi-IO Aparlments
STaVDAR� CONSTRL�CTIaN SPECIFICATIDN DDCUNfEVTS IPRC 19-Q141
Re4•ised Janu.iry 28, 2613
31 ?3 lC�-�
iJNC'i.ASS1PiEI) EXC'AVAT'lt)N
page S nf �
l 2. Irs the event ofi o�°er ex�a�atian due to cnntraciar errnr below the lines and grades
2 established in the IJraw�ngs, use apprn��ed embankmettt n�aterial �on�}�acted in
3 accnrdance with Sectson 3 3 24 Ofl tn replace the o�er ex�avated at nn additianal
4 cost ta City.
5 3. Max�i�ulate and cnax��act sul�grade i�i a�cordance �yith Section 31 24 Q0.
6 3.S REPAIR [1VaT USED]
7 3.6 RE-I:�fSTALLATI�N �NDT CISED�
8 3.7 FIELD QUALITY CDNTR�L
9 A. �ubgrade Talerances
IO 1. Exca�•ate to within 0.1 f�ot in all dire�tions.
1 I 2. Irz areas nf'o�er exca��ation, Cnntz-actnr provides fill material apprnved lay the City
12 at no expense to the C ity.
13 3.8 SYSTEII� STARTUF [NnT USED]
14 3.9 ADJUSTING [�i�T L]SEI]]
� a 3.�0 CLFA�II�G [N�T LiSEDI
1 f� 3.11 CIJUS��L1T ACTiVITIES [�OT LTSF.D]
I7 3.I2 PROTECTIaN [N�T USED]
F 8 3.13 l�'�AINTENANCE [IV�T LTSED]
19 3.14 ATTAC�-[MENTS ['�OT USED�
20
END �F SECT�O�
k���-isinn C.og
DATE NAME SUii�IMARY �F CHt1NGE
1?i2Ui?U 12 L]. lohnson 1.2 -;vleasurement and P�ynient Sectioii modified; Siue T'ext �dded far cl�rification
112$�'13 L?. luluison �'� — Modified Bid Itern n�imes in payment section ta differentiate bet�vee�i Paymcnt
19etltods on 6id list.
2l
C1TY' OF FORT WORTFI COi-IO Aparlments
STaVDAR� CONSTRL�CTIaN SPECIFICATIDN DDCUNfEVTS IPRC 19-Q141
Re4•ised Janu.iry 28, 2613
31?�i1Q-1
ER[:)SI[]U ANT] SEI7[[vIEN7' ('QN'I'R[]L
P.�ge I of 9
sECT�oN �a �� ao
ERUSI(]N AND SEDIMENT C UNTROL
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian Iz}cludes:
1. fmpleFnentation Uf the project's Storm Water Pollution Pre��entian Plan {SWPPP}
and installatian, tnaintenance and remo�•al af ernsinn and sedi�nent cc�ntrnl de�i�cs
I3. De�iations from this C:ity of l�ort Worth Standard Specification
l. None.
C.. Related SpeciCcation Sectioi�s include, 6ut are not necessarily �imited to:
1. Di�ision D� Sidding Rec�uirements, Contract Farms and Cr�nditions nf the Coiatract
2. Di�ision 1— General Requirements
1.2 PRICE AND PAYMENT' PRaCEDURES
!1. Measurement and Payment
1. Storm Wa[er Pollutio�� Pre�entian PLan �1 acre
a. Measurement
]} This Item is consider�ci �ubsidiary ta tlie �arious Ite�ns l�id.
b. Payincnt
]} The ��=otk �erformed and the materials f��rnislied in accnrdance with this
Itein are subsidiary to t�ie structure or Items bein� bid and no oti�er
compensatian will be ailowed.
Z. Stnrm Wat�:r Pnllutinn Pre�entinn Plan �] acre
a. Measurement for this Item shall he hy lump sum.
b. Payme��t
1} The w�ork gerformed and the materials furnished in accardance with this
item shail be �aid for at thc lump sum �rice bid for "SWPFP � 1 a�re".
c. Tlae price bid shall include:
1} Preparatian of S WPPP
2} Iznplementatian
3} PerFnitting fees
4} I��stallatinn
5) Maintenance
6} Removal
1.3 REF'EREl�CES
A. Reference Standards
1. Referen�e stanc�ards cite� i�� this SpeciCication refer to the cuirent reference
siandard published at the time of the latest reviyion c�ate Io�ge�I at the end of this
Specificatioi3, un�ess a date is specitically cited.
2. ASTM Standard:
C'1"fY [)F F[)RT WC)[�TH ['[:)I-I[.] Apartments
STAVi]ARl:7C'ONSf[2i;["1'TC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS IPRC 1�)-DI4]
tte�ised DecemUcr ?i}. �{� �?
31?�i}Q-2
ER[:)SI[]U ANT] SEI7[[vIEN7' ('QN'I'R[7L
P.�ge 2 of 9
3.
4.
a. AS7M D378b, Standard Tesi Method far Sursting Strength of Textile
rabrics—Diapl-3ra��n 13i�rsting Siren�;th Tester Method
b. AS7iVI U4b32, Sia��dard T'est Method for Grab Breakin� Load and Elongation
at'C�catextiles
c. �1STM T]4751, Standard Test Methnd f.'or DeterminFng Ap�rarent (7pening Size
of a Geotextile
d. ASTM U4833, Sta��dard T'est Methad far lndex Puncture Resistance of
Cfeomemhranes and Related Prndu�ts
7'exas ConnnissioF� an En�vironmental []uality tTC'EQ) TPI3ES Creneral �'ennit No.
TXR15UUflU
TxD�3T Dcpa�tmental Matcrial Specit7catinns (DMS}
a. DMS-6230 '`Temporary Sediment C�ntrol Fence Fabric"
1.4 ADM1N[ST1�Tl'L'�: REQLiIREMEIlTS [NQ? l]SED�
l.S S[]S1��ITTALS
A. �tonn VLlater Pallutian Preventi�n Plan (SWPPP}
B. TCEQ Nnti�e nf Intent (N[7I} fnr Stnrm Water I7ischarges Assnciated with
C:ansiructian Acti��it�v under the Tl'DLS Cieneral Permit
C. Constructio» Site Notice
�. T'CEQ Nc�tice of Termination (NUT) for Storin Water llischar�es Associated �°it�Y
Construction E1�ti�ity under the TPI]ES General Pennit
C. Notice af C:han�e (if applit;aI�le]
1.6 A�TIDN SIJSMITTALSIINFQRMATIQNAL SC]BMIT'TALS [wUT USED]
1.7 CLUSEQLi'[' SUBMITTALS [NOT USEDj
1.8 M�INTENANCE MATERIAL SUIiMIT'TALS �NQT [7SEDJ
1.9 QC]AL[TY ASSURAI�CE [NQT USED]
1.10 DELIVERY, STQR�'�GE �ND HAI�DLING [NOT L1SED]
1.11 FIELD [SITE] CUI�DITI�NS [N�T USFD]
1.i2 WARRAI�TY [�QT LISED]
PART 2 - PRODllCTS
�.l OWNER-FtiRNI'SHED {nx� QVL'NER-SLTPPLIEO PR�DLICTS [NnT tiSED]
2.2 PR�DCICT TYP�:S AN❑ MATERIALS
�l. Rock Filter Dams
1. A��re�ate
a. I'�ii3�ish ag�;regate with hardne5s, durabiliiy, c:leanliness and resistance to
cni�libling, tlaking and �rading aG�eptabte to the Ealgineer.
b. Pro��ide the fi��lowing:
1} Types 1, 2 and 4 Rock Filter Dams
C'1"fY [)F F[)RT �'C)[�TH
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPEC:IFiC'ATIC7N D[:]CUA9ENT5
Re�ised DecemUcr ?i}. �{� �?
C[]I-IU Apartmencs
IPRC 19-D14f
31?�i1Q-3
ER[:)SI[]U ANT] SEI7[[vIEN7' ('QN'I'R[7L
P:�ge 3 of 9
a) Use 3 to f� inch a�;�re�ate.
2} Type 3 Rack [�ilter Uams
a} Use 4 to $ inch a��re�ate.
2. W ire
a. Provide iiiinimum 2U �auge �alvaz�i�eci wire for the steel wire meyh a�id tie
w°ires fnr Types 2 a�1d 3 rnck f ilter da�ns
b. Type 4 dacxas require:
1} Double-twisted, hexagonal weave with a nomin.al rrAesh apening nf 2'/z
inches x 3 '/� inches
2} Min�muFn d.U�6b inch sleel wire far netting
3) Minimum O.l�f3 inch steel wire #or selvages at�d �nrners
4} Minin�uzn Q.08f� inch fnr hinding nr tie wire
B. Geotextile Fabric
1.. Ptace tl�e aggregate o�er gentextite {'abric �meeting the tollowing �riteria:
a. Tensile Slrer��i1� nf 25U pouz�ds, per ASTM L�4G32
b. Puncture Stren�th of 135 paunds, per AS?M I74833
c. Mulletz �iurst Rate nf 42Q �si, per ASTM D3786
d. �lpparent Opez�ing Si7e ofNo. 2D [max}, per ASTM D475I
C. Sandbag Material
].. Fu�-nish saxidbags meeting Se�tion 2.S except that any gradatinn of aggregate tnay
be uyed to fill the sandUags.
D. Stabi�i�ed Construction Entraalces
1. 1'rc��ide materials tliat meet the details showi� an the Dr�wings and this Se�tio��.
a. Pro�ide crushed a��.�•e�;ate for lr�n� and short-term construction exits.
b. Furnisl� aggregates that are clean, hard, durahle and free {'rotn adher�nt cnatings
s��ch as salt, alkali, dirt, clay, ]aam, shaIe, snft nr �laky materials and organic
and injurious n�alter.
c. Use 3 tn 5 incY� cnarse aggregate with a tr�ii�itnum thickness nf 12 inches.
d. The aggregate shal� be placed over a�entexti]e fabri� meeting the f'al�otiving
criteria:
1} Tensile Stren�th of 3UU pounds, per ASTM D4632
2} Pun�lure Stren�th of I2U gounds, per AS7'UI ll4$33
3} Mul1e�� Fiurst Rate nf60Q }�si, per ASTM ❑3786
4} Apparent Q}�ening Size n� ;Vo. 40 (max), per ASTM I]4751
E. Linbankment for �rosion Contral
1. Pm�•ide rnck, �oatn, �lay, tnpsoil or nTl�er eartli n�aterials tl�at wil] fnrm a stable
embai�kment ta meet the inten��ed use.
F. Sandhags
1. Provide sandba� material of polyprUpylene, palyethylene �r polyamide wo�en
fabric with a minir��Um unit weight of 4 ounces per square yard, a Mu11en burst-
strengt�s ex�eeding 30Q �si, and an ultraviolet stability exceeding 7a ��er�ent.
2. Use a�atural caarse saa�d or manufactured sand meetin� the �radati�n �i�en in Table
1 to till sandba�s.
3. Filled sandbags must �e ?4 to 3� inches ]nng, 16 to l8 incl�es «•ide, and � ta S
inches thick.
Table l
Cl'fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ?i}. �{}� �
31?�{}D-4
ER[:)SI[]U ANT] SEI7[[vIEN7' ('QN'I'R[7L
P.�ge 4 of 9
5and Gradatian
Sier�e # � Maximum Retained (°/� bv �V
4
�00
700 � 95 percent
G. Temporary Sediment Cantrn] Feiice
1. Provide a net-reinfarced fence uyi��� r��oven gea-textile fa�ric.
�. Lngns �°isihle ta the traveling puhlic w=iIl not be allowed.
a. rabric
]} Prvvide iabric materials in accordance with DMS-G230, "Temporary
Sedi�nent Cantrol Fence Fal�ric."
},7. PQStS
] J Pro�ide essent.ially straight wnod nr steel posts with a minitnum length af
48 inches, unless oiherwise shown �tin t��e Drawin�s.
2} SoFt wood pasts must Ue at least 3 inches in diafneter or ��o�ninal 2 x 4 inch
3} Hardwond E�osts must ha�e a tr�inin�u�lz cr�ss-se�tinn n�� 1-].IZ x 1-112 inch
4) T- or L-sl�aped steel pnsts nnust ha�e a z�ninitnu�T� weight of� 1.3 pnunds per
fnot.
c. Net Reinforcement
1} Pra�'ir3e net rei��far�e�nent oFat leasi 12-fi'2 gau��e �alvani�ed welded wire
i�zesh, w=ith a n�aximum vpenFng size nfZ x 4 inch, at ]east 24 inches �=ide,
unless nth4rwise sllnwn on the Drawings.
d. Staples
1) Provide staples with a crown at least 314 inch wide and legs 112 inch long.
2.3 ACCESSQk1E5 [NOT L1SED]
2.4 S�URCE QL'AL1TY COVTRQL �NQT' USED�
PART 3 - EXECC]TIQhr
3.1 [NSTALL�.RS �NQT IJSED�
3.Z �.X.4M11�ATID1� [N�T USED�
3.3 PREPARA�'IDN �1VDT l]S[:D�
3.4 IN S7'ALLATIUN
A. 5torm Water Poilution Pre�vention Plan
1. Develnp and implement the prnject's 5tvnn Water Pnllution Pr��•erstion Pla�1
{SWI'PP] in acwrciance with the TPDE:S Co��struction Gei�eral Permit TXR15UUdU
reyuirements. Prevent ���ater pollutian froin storm water runoff by usin� anci
maintaining apprnpriate stnicttiral and nonstructu�-al BMPs tn reduce �ollutants
discharges tn t11e MS4 frnzn the �nnstru�tinn sitc.
I3. C:ontrol Measures
1. in��lement cnntrnl nneasures in tPae area to be disturbed b�fnre beginning
cnnstruction, nr as directed. Lin�it the disturbance tn the area shnw�i on the
Drawings or as ciire�ted.
C'1"fY [)F F[)RT' �i'()It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ?i}. �{}� �
31?�S}Q-5
ER[:)SI[]U ANT] SEI7[[vIEN7' ('QN'I'R[7L
P:�ge � of 9
2. Contral site waste sueh as discarc3ed buildin� materiats, eoncrete truc:k �vashaut
water, chei77icals, titter un�l saniiaty wasle ai the constructian site.
3. It, in the n�ininn nf the Engineer, the C'nntra�tor cannnt control soil erasinn az�d
set�imentation resulting From construction operations, the En�ineer ��ill limit the
disturl�ed area to tl�at 4v��ich the Contractor is able to ca;�trol. Mini�iii�e disturbance
tn �egetatinn.
4. in�mediately corre�t ineffecti�e control nleasures. Implement additinnal contrnls as
directed. Remnve excavated material within th4 time requirements spe�i�icd in the
applicable stonn �r�ater pennit.
5. Ll�rnn a��eptance af'�eg�tati�•e co�°er lay tl�e City, remn��e and dispose of'all
tempr�rary controt mea5ures, temporary embankmenis, brid�es, �natting, falsework,
pilin�, dei�ris, or ather obsiructions placed during construction that are i;ot a part oF
the finished �vork, or as directed.
C. Uo not locate dispasal areas, stockpiles, or haul roads in �tny wetIand, water body, or
streamheci.
D. Ua nat install temporary ranstrLittio�i �rossin�,s in �r across any water body r��it��out the
prior appro�al of the apprapriate resour�e agency and the Engineer.
E. Pra�ide pratected starage area f�r paii�ts. �he���icals, sol�ents, and fertilicers at an
approved locatio3�. �eep paints, cheinicals, sol�ents, and Fertili�ers aff bare �rUund and
prar�ide �heLter for siared che�nicals.
F. Installation and Maintenance
1. Perfoi-�n er•ork in accordance with the �TPL]ES Construction General Permit
TXR150�D�.
2. Whe�� approved, sedi�nents z�iay be disposed af within embankme�lts, or ii� areas
where the material wi11 nat �ontribute ta further siltation.
3. Disperse of r�ma��ed n�.ate�-ial in accnrdance with f'ederaI, state, a��d loca]
regulations.
4. Rennove de�ices upnn a�prn�•al nr u=hen directed.
a. Upnn r�mn�al, �inish-�rad� az�d dr�ss the area.
b. Stahili�e disturbed areas in ac�ordance witli the perniit, and as shawn on the
Drawings or directed.
5. T�e Coi�tractnr retains oti�nersk►ip nf stnckpiled material and must reil�o��e ii from
the prnject when ilew instailatinns or re�la�e�x�ents are nn lnnger r�q�iired.
G. Rock Filter 17an�s fo�- .Erasinn Cnntrnl
1. Remove trees, bnash, stumps and nther objectionable materia] that may intertere
wit1� the canstructioi� af rock tilter dams.
2. PIace sandbags as a foundation wfien required or at the Contra�tar's option.
3. For 'I'_ypes 1, 2, 3, and 5, place the ag�ne�ate t� the lines, hei�;Lat, and slopes
speciCeti, witl�out un�iue voids.
4. Fnr Types 2 and 3, place the aggregate on the rnesh and thea� fald the mesh �t the
upstream side over the a�;�re�ate and secure it to itself on the dawnstreaan side with
wire iies, or hos� rings, or as directed.
S. Place rock tilter dams perpendicular t� the fl��= of t�e stream nr channel unless
otherwise directed,
C'1"fY [)F F[)1tT' �i'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'oNSI'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ?i}. �{}� �
3 I ?7 S}[] - fi
ER[:)SI[]U ANT] SEI7[[vIEN7' ('QN'I'R[7L
P:�ge 6 of 9
b. Construct filter da�ns acc�rdi»� to the fallowing criteria, unless otherwise shown an
the Urawings:
a. Type 1 [Non-reinforce�i)
]} Height - flt least 1 S inches measured vertically from existing ground to tnp
nf tilter dam
?} T'op W idth - At Ieast 2 feet
3} Slopes - At anost 2:1
b. Type 2 (Reinf'orced)
]) Height - At least 18 inches nleasured vertical3y from existing grnund to tnp
of filter dam
2} T'op Wicith - At Ieast 2 fee[
3) Sin�es -�1t most 2: l
c. Type 3 (Reinfnrced}
1} IIei�ht - At least 3b inches measured �°ertically fron� existin� �raund ta top
of tilter dam
Z) Top Width - At Ieast 2 feet
3) Sln�es - At mnst 2: l
ci. I'ype 4 (Sack Liabians}
1} Llnfofti sack �*aUic�ns and smoaih aut kinks ai�d bends.
2} �� or vertical fillii��. conneci the sicies by lacin� in a sin�Ie loo�rdc�uble loop
pattenl on 4- to S-inches spaeing. Rt ] end, ��ui] the end la�ir�g rod until
tight, �vrap aro�iiad tlie end, and twist 4 tiines. At the �illing end, fill ��ith
stane, pull the rod tig��i, cut tl�e wire with approximately 6 inches
remaining, and twist wires 4 times.
3} Far �Sc�rizonlal filling. �lace sack f7at in a filling trau�h, �11 w•ith stane, and
�onnect sides and sec�are e�ds as descrihed ahove.
4) Lit�t and place withnut daxnaging the gabion.
5} Shape sack �aUions ta existin�, a�ntours.
�- 7�YP� � y
]) Pro�ide rock filter da�ns as st�nwn nn the I7raw=iilgs.
H. Construrtion f:ntrances
].. When tracking cnnditions exist, prevent traffic from crnssing ar �xiting the
constructic�n site or mc��ing directly onto a gubli� r�adway, alley, siciew'alk, parkin�
area, or other ri�ht of way areas otlier than at the location of constrL�ctio�� entrances.
2. Plac� tl�e exit o�=er a#'nundatinn cvurse, ifnecessary.
a. Grade the tn�mdatinn course ar coznpacted subgrade tn direct runoff'f'rnm the
cc�nstruction exits ta a sediinent trap as showi� on tl�e �rawin�s or as directed.
3. E1,t dri�e approaclacs, make sure the cnnstru�tinn entrance is tl�e tull widtl� n[��t11e
drive and meets th� length shnwn on the I]raw=in�s.
a. The widt]� shall be at least 14 t�eet �or 1-way and �4 f.'eet f.'nr 2-way traffic for all
oiher points of in�'ess or egress or as directed by the En�ineer.
I. Earthwork far Ernsion Co�ltrol
1. Perfai-�n excavation a��d embankment operations to mi��ianize erosion and to remo�e
cvllected sediznents �ro»z nther �rnsinn cnntrol de�ices.
a. Fx�a�ativn and Fmhankment fnr Ernsit�n C'ontrn] Meas�ires
1} 1'lace eartl� ciikes, swales or combinations of both afong the law crown of
daily litt placement, or as directed, to pre�ent runoff spilla�°er.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ?i}. �{}� �
31?�i1Q-7
ER[:)SI[]U ANT] SEI7[[vIEN7' ('QN'I'R[]L
P:�ge 7 of 9
?} Place swales and ciikes at other locations as shown on the Drawin�s or as
direcied to preveni r�an�ff spillo��er ar ia di�ert runoff.
3} C:o�}struct cuts ���ith the low e��d Ulocked ��vith undisturUed earth to pre�en!
ernsion nf hillsides.
4) Construct sedimer�t tra�s at drainage stn�ctures in cnnjunctinn with aiher
erosaan control measures as shown an the Drawings or as directed.
S} W�Sere reyuired, create a sediznent basin pro��idin� 3,fi0U cubic feet of
storage �c�- acre drained, ❑r cqui�alent �nntrol measures tnr drainage
Incatinns that sen�e an area w°Ftl� 10 nr nnarc disturlaed acres at 1 time, nnt
includin� offsiie areas.
b. �xca��atian of 5ec�i�nent and Debris
]) Remn�e sediment and d�bris l�hen a�cuntulatinil a�iects the p�rfnn�an�e of�
the d��ices, a�ter a raii�, and w�e�1 directed.
]. 5andba�s for Erosion C`ontrol
1. �'vnstruct a�erm nr da�n af sandbags that will intercept sediment-laden stnrrr� water
ru�aoff ti-om disturUec� areas, create a retentio�7 pond, detain seciime�it and release
wuter in sheet flo�v.
?. Fill ea�li bag wit11 sand so tlaat at least the top G inclaes nf the bag is tmt�lled ta
�iltaw for proper tyin� of the open end.
3. P1ace the santibags with their tied ends in the saane direction.
4. �ffset subsequent rows af sandbags 112 ihe length o� the precedin� row.
5. Place a sin�le layer of sandba�s downstream as a secvndary d�bris trap.
G. Place additional sandbags as necessaiy or as dFre�ted fnr supptementaiy s�kp�nrt tn
beiziis ar danls of sant�Uags or earth.
K. Tempnrary Sediment-Cnntrnl Fence
1. Pr�}vide temporary sediment-control fei�ce near ihe downstrean� perime[er of a
ciisturbed area to intercepi seciiinent fram sheei llow.
2. In�ar�nrate the fenGe inin ernsion-cnntrol iraeasures �ised to cnntrol sediment in
areas of hi�her flow. Install the fence as sho�vn on the Dra��°ings, as specitied in this
Section, ar as directed.
a. Post I��stallation
]} Embed ��nsts at least 18 inches deep, or adeq�iately anchnx-, if in rack, �=ith a
spacin� of b to 8 feet and install �n a slight an�le toward the ri�n-off saurce.
b. F'abric Anclloring
1} Di� trencl�es alang the uphill side aF the fence to anchor b to 8 inches af
taha�i�.
2) Pm�ide a Tz�inirrzum trench cross-s��tinn of 6 x 6 inches
3} Place the f��bric against the side of the t.rench ant� ali�n approximately 2
ii�ches �f fa6ric along tl�e battom in the upstream direction.
4} Sackfill the trench, tl�en hand-tamp.
c. Fabri� and Net Reinf'orc�n�ent Attachment
1} Unless otl��n�ise shvti�n �;nder t�e 17rawings, attach the reintnrcement to
wooc9en pasts with staples, or to steel pasts with T-clips, ii� at leasi 4 places
equally sgaced.
2) Sewn �ertica] �ockets n�ay be used tn attaclt reinforcement to end posts.
3) Fasten the tabri� tn the tnp strand nf'reinfnrce�nent by hog rings or �ord
e��ery 1 S inches or less.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ?i}. �{}� �
31?�{1Q-k
ER[:)SI[]U ANT] SEI7[[vIEN7' ('QN'I'R[7L
P:�ge 8 of 9
d. Pabric and Net Spli�es
1} Locaie splices at a fence past with a minimum lap �f d inches attacheci ir� at
�easi 6 places ec�ually spaced, unless other�vise s��ow�l uncier the llrawings.
a) ❑o nnt locate splices in �on�erstrated t-7nw areas.
2) Req�iirements fnr installarion of used tcmpnrary sediir�ent-cantroi fence
inc:lude the follawin�:
a} Fabric with ininianal or no ��isibLe si��s af bi�de�rac�ation {4veak tibers}
h} Fabric witho��t �xcessive patching (more than 1 patch every ] S tn ?0
feet}
c) Posts without bends
d) Backing witl�out holes
3.5 REPAIRIRESTf]RATiQN [NQT ��SED�
3.G RE-IwSTALLAT��N �N�T []SED�
3.7 �'IELD �axJ S1TE QUALI'T'Y C�NTR�L [h'�T I�SEU]
3.8 SYSTEM STARTUP [NOT [�SEU]
3.9 �AI3dUSTI1�G [i�I�T LTSEO]
3.10 CLEA�I.I�G
A. Waste Mana�ement
1. Rennave seditl3ent, debris and litter as needed.
3.i1 CLQSE�[TT �CTIVITIES
A. Lrasi�n coiatroI measures remain in place and are anaintained until all soil disturbin�
acti�'itiies at [}�e projecf site ha�e Ueen coi�ipletied.
B. Establish a uniform ��e�*etati�e co�°er �vith a density oF 7U percent on all unpa�reci areas,
o�� areas not covered by pennanent structures, or in areas where permanent erosion
�ontrnl measi�res (i.e. riprap, gahinns, nr geotextiles} laa�e beeil empinyed.
3.12 PR�TECTI�I�I [N�T USED]
3.13 M �INTENANCE
11. Install and maintain t11e i��tegrity of tempnrary erosinn and sedimentation cnntrnt
de�ices ta accumulate silt and debris until eartl�work construction and permai�ent
erosion coi�trol features are in place ar the disturbeci area has been adequate�y stabili�ed
as determined l�y the Engincer.
I3. If a�ievice ceases t� functian as intended, repair ar replace ihe de�ice or portians
th�renf as necessary.
C.. Perforn� inspectians of the constr�iction site as prescri6ed in the Canstructi�n Cieneral
Permit TXRlS(]�DO.
ll. Recorcis of inspectians and mac�iiicati�ns l�ased on the results r�f inspections musi be
maintained and a�ailable in aczordance with the pennit.
C'1"fY [)F F[)RT' �i'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC' I�r-nlal
�te�ised Decem�cr ?i}. �{}� �
31?�c1Q-9
ER[)SIC]V AND SEI7[MEN7' C'QN'I'R[7L
3.�4 ATTACHMENTS [��T [TSED]
END �F SECTI��I
P:�ge 9 of 9
Re�°isinn [.og
DATE N�LML SL]'_vIMARY �F C'I-ItLNGE
C'I"I'Y []F' P[)R'C' �i'C)131'H ['[:)H[] Apartments
S'fAV])A121:]C'ON51'[2l;("1'T[]N SPECI}"IC'ATI(]N �(:7C'[1A7ENT5 13'RC' 19-U14�
�e�ised 1�eccmUcr �{}. �{}��
3z nt i� - �
P�RMA�IENT AS['HAL1" PAVIN[� RC:I'AIk
Yage I nf �
�
2
3 PART 1- GEI� ERAL
4 1.1 SC]NMA[rY
5
6
7
8
y
IU
I1
12
13
I4
I5
I6
17
18
19
20
21
sECT�vN �� o� »
YEIZMANENT ASPI�ALT PAVtIVG REPAIR
A. Sectian in�l�ides:
].. Flexihle pa�ement repair to include, hut not limited tn:
a. Lltility cuts {water, sanitary sewer, draina�e, franchise utilities, etc.}
b. Warraniy �vork
c. Repairs of� dar�iage �a�rsed hy Cvntractor
d. �1.ny pernlane�lt asphalt pavement repair needed during the course of'
construction
B. De�iations frnm this City ot�Fort Worth Standard Specificatinn
1. IVone.
C. Related Specificatinrs 5ectinns include, hut are not necessarily ]imited to:
1. Uivision U— Bidding Res�uireanenis, Contract FUrms, and Conditians c�f the
Cantraci
Z. Di�isinn l�- Ger�eral R�q�ir�n�ents
3. Sectio�3 C13 34 1 d— C'oncrete Buse Material fr�r Tren�h l�epair
4. Se�tinn 32 12 1� — As�halt Pa�ing
5. Sectios� 32 13 13 — Concrete Pauin�
b. Sectio�� 33 U5 1 U— Utility Trench Lxca�atian, Embedment and Backfill
22 1.2 PR]CE AND 1'AYMENT PRaCEi]URES
23
2A
75
2 fi
27
28
79
30
3l
32
33
34
35
3G
37
38
39
40
�1
A. Meas�rement and Payment
1. Aaphalt Pa�ement Repair �I�ur rr�ilifl tre��ch rc�x.fir, rcf�crir �viclrli i.� r�� ijrclrrtJc rhe
rr rrlili hcvr�i�c! rlic Jl'L'lTC'I1 .S']1!]tit'f7 !11 II2L' I)1"C[Yl•'1Y7�.S CI.S Yt%L'II C[.S C[11�� crdrlirin�zcr! wicltlt
rE��ft�ii'er� carrlir�+d ,s1i•r�c7r.rre.�. f
a. Measuremeni
]} Measureinent far tl�is Itein will be by tl�e linear Fooi of Asphalt Pa�emei�t
Re�air has�d on t�ie defiited �=idtla and road�,=ay �lassiiication s�ecitied itz
the Drawings.
b. Payment
1} The work perforined and materaals funiis€�ed i�� accordance with this Itean
an� measured �s �ro�ided uncier "Measuremenr" will be paid for at the unit
price bid price per linear fo�t af Asphalt Pavement Itepair.
c. The price hid sl�all include:
l ) Pre�arii�g tinal surfaces
2} I'tirnishin�, loading, ui�laadi���, storin�, haulin�; and ha��dling a11 materials
includin� frei�3it a�id royalty
3} Traf��c contrnl fnr all tcstii�g
4) �1s�halt, aggregat�, and addiri�e
5} Ma�eriats and work needed for correc4i�e action
C1TY' �F FORT WORTFI COi-IO Aparlments
STaVDARD CONSTRUCTIaN SPECIFICATIDN DOC[JIVIENTS IPRC 19-Q141
Re4'ised Deceixabcr 2ff. 2ff 1?
3zni i�-?
P�RMA�IENT AS['HAL1" PAVIN[� RC:i'AIk
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2.
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6) Trial hat�hes
7} Tack cnat
8) Remn�=al andlor swee�ing excess materia]
As�laalt Pa�°ement Repair far Utiliry Ser�i�e Trench
a. M�asurement
]) Meas�rrement fnr this Ttcm will be by the linear fnc�t nf.Asphalt Pa�ement
Repair �entered on the praposed sewer sei`vice line measured fro�n the face
of curb to the Iimit of the Asphalt Pa�einent Repair iar the main sewer line.
b. Payme��t
1} The �=nrk �rerformed and tnaterials turnished in accnrdance wirl� this Item
and measured as pro�ided under "Measurement" will be paid for at the unit
pricc bid �rice �ea- linear tnat of'"As�halt Pa�eir�ent Repair, Servi�e"
installed for:
a} Various types of utilities
c. The price hid shall include:
1} Preparing final surlaces
2} �'�trnishin�;, loading, unlaading, storing, haulin� and handlin� all materials
includir�g trei�t and rnyalty
3) Trati�ic �ontrol �nr all testing
4) A.sphalt, a�gr�:gate, and additive
5} Materials and work needed For corrective action
6} T'riai batches
7} �'ack �oat
8) Remn�al andlvr sweeping excess n�aterial
Asphali Pa�ement Repair Beyand De�ined Widt��
a. Measure�nent
]} Measurement f.'or this Item wiIl be k�y the square yard {'or asphalt pa�•ement
repair beyond pay limits oftl�e defiried ��idt}i of�As}�halt Pa�ement Repair
by roadway classification specified in t�e �rawin�s.
b. Payment
1} The wark perfonneci ai�d rnaterials furnis�ed it� accordance wiih this Item
and measured as pra�ided under "Measurement" will he paid for ai tlie t�nit
price bid �er sq�iare yard of� Ils�halt Pavement F�epair Beyond Defincd
Widih.
c. The price bid shall inc:lude:
1 } Preparin� final surfa�es
2) Furnishing, ]nading, unloading, storing, haulii�g and handling alI inaterials
inciuding ti�eight and royalry
3} T'raf�c Control f[�r all testin�
4} Asphalt, a�gregate, and additi�•e
5} Mate�-ials and wnrk ��eeded fnr cnrrecti�e actinn
6} Tria] batches
7} 'I'ack caat
$} Removal anc�lor ���veepin� excess material
F.xtra Width f1.s�,halt Paveir�ent Rcpair
a. Measure�nent
1} Measuremeni far ti�is Item �vi11 be by tl�e square yard for surface repair
{does nat ir�clude base repair} for:
a) Variaus thscknesses
CITY �F FORT WORTFI
STaVDARD CONSTRUCTIaN SPECIFICATIDN DOC[JIVIENTS
Re4'ised Deceixabcr 2ff. 2ff 1?
COi-IO Aparlments
IPRC 19-Q141
3znt i�-3
P�RMA�IENT AS['HAL1" PAVIN[� RC:I'AIk
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b. Payment
1} The �=nrk �rerfarmed and matersals fun�ished in accnrdance wirl� this Item
and measured as pro�ided under "Measurerrient" will be paid for at tlie unit
price bid per syuare yard ol Extra Wi�ith Asphalt Paveme��t Repair
r. The prire bid shall include:
l ) Pr��arirzg f.i��al surl'aces
Z} Furnishing, lvading, u�loading, stnring, hauling and handling all materials
includin� frei�ht a�id royalry
3} Truftic conirol for all tesiinr?
4) As�halt, aggregate, and additi��e
S) Matea-ials and wnrk needed fnr cn��-ecti��e actinn
6} Trial batches
7} T'ack coat
S} Remo�al and�vr srveepin� excess n�aterial
aE�Ea�:�c�.s
16 A. Definitions
17 1. H.M.A.C. — Hnt Mix As�shalt C'oncrete
18 1.4 ADMINISTRATIVE RF:QUIREMEI�T'S
19 A. Permitting
20 1. Obtaii� Street Use Petmit to inake utility cuts in tl�e sireet fr�m the Transpartation
21 and Puulic Wvrks D�}�artment in confnrmanGe «•ith cu�-rent nrdina��ces.
�2 2. T�e Trans�ortatiors and Public Wnrks Departmer�t will inspect thc �aving repair
23 after co;�struction.
24 1.5 Si]BMITTALS �VQT USED�
25 l.6 ACTI�N SllSM�TTr1LS1INFdRMi�1TIdNA�. SUSM[TTALS
26 A. Asphalt Paverrient Mix Design: submit for appraval: see Section 32 12 16.
77 1.7 CLOSE�LTT SLISM.[TTALS [�OT USED]
28 1.8 M�INTENANC� MATERIAL SUSM[TTALS [NDT CISED�
29 1.9 QL]ALITY ASSiJRAI�CE [N�T USED]
30 1.11 ❑EL['L'ERY, STURAGE, AND 1-[A�fDL[NG �NDT C]S�:U�
3l 1.12 k'IFLD ��NDITI4hS
32 A. Place mixtirre w�en the roac3way surface temperature is 45 de�rees F or 1�i�her and
33 rising uzlless vtherwise ap�ro�ed.
C1TY' �F FORT WORTFI COi-IO Aparlments
STaVDARD CONSTRUCTIaN SPECIFICATIDN DOC[JIVIENTS IPRC 19-Q141
Re4'ised Deceixabcr 2ff. 2ff 1?
3zni i�-a
P�RMA�IENT AS['HAL1" PAVIN[� RC:i'AIk
page � nf �
i 1.13 WARRAI�TY [vOT LISED]
2 PA.RT 2 - PR�DUCTS
3 �.l OWNER-FtiRNISHED [NOT USED]
4 Z.2 MATERI�LS
5
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A. Backfll
1. See Sectian 33 US 1�.
B. Base Materia2
1. Cnncrete �iase Materia] for Trench Repair: 5ee Sectinn 03 34 ] f.
2. Cancrete Base: See Section 32 13 13.
C. Asphalt Paving: see S��tion 32 12 16.
1. �-i.M.A.C. pa�ing: ?ype D.
2.3 ACCESSQRIES (�iOT L�SED]
2.4 S�UI7CE QUALITY CQNTRDL �N�7' C]SED�
14 PART 3 - EXFCUT[�N
15 3.l T.NSTALLERS [NaT USED]
lF; 3.2 EXANiihATl.�h [N�T LISFO]
17 3.3 PREPARATIDN
f 8 A. �urfa�e �'reparation
19 ].. Mark pavement �ut fnr re�airs fnr approvaI by the City.
20 2. Contractor anc� City ineet prior to saw cuiting to confirm limits of repairs.
21 3.4 [N S?ALLATIUN
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A. Gexteral
1. Equipment
a. Use machine intended f'or cutting ��a�ement.
b. Milling machines may be used as Inng as straight edge is maintained.
2. Repairs: ln true and strai�ht lines to dimensions sl�own an the Ura�vings.
3. LTtility Cuts
a. In a true and straigf�t line on botli sides of thc trench
b. Minimum of 1? inches outside t1�e trenc�� walls
c. IF the existi��g flexible pa�ement is 2 feet c�r less Uetween the lip �f the existing
gutter and tl�e edge nf tlie trenc�a repait�, re�ni�ve the existing �a��ing ti� su�h
gutter.
4. Liinit dust and residues from sawin�; from e�iterin� tl�e atmosp��ere or drainage
facilities.
i3. Removal
C1TY' �F FORT WORTFI COI-IO Aparlments
STaVDARD CONSTRUCTIaN SPECIFICATIDN DOCUIVIENTS IPRC 19-Q141
Re4'ised Deceixabcr 2ff. 2ff 1?
3znt i�-�
P�RMA�IENT AS['HAL1" PAVIN[� RC:I'AIk
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l. Use care to �revent �ra�turing existing pa�°ement stnichire adjacent tn the repair
area.
C.. Base
1. Install replacement base material as s�e�itzed in Dra�=ings.
n. � sphalc Paving
1. �1.M.A.C: p�acement: in accordance with Section 32 12 16
2. Type U surface mix
3. Depth: as specif.ied in Drawings
4. P1ace surFace mix in lifts not to exceed 3 iiiches.
5. Last or tnp kit� shail not be less than 2 incl�es thi�k.
3.S REPAIRlREST�RAT�ON [NOT USED]
3.6 RE-IVST�LLATInN [NnT USEDt
3.7 FIELD QUALITY C�NTROL �l��T L15E��
3.8 SYSTEM START[]P [NQT [JSED]
3.9 ADJUSTII�G [N�T [JSEDJ
3.10 CLEA:'V�IIlG [N�T USED]
3.11 CLDSEQCJT ACTIVITIES [wOT USED]
3.12 PRDTECTIaN [N�T USED]
3.�3 N[AINTENANCE jIVDT LISEfl]
3.14 ATTAC:HMENTS [N�T USED]
END QF SECTIQw
C1TY' �F FORT WORTFI
STaVDARD CONSTRUCTIaN SPECIFICATIDN DOC[JIVIENTS
Re4'ised Deceixabcr 2ff. 2ff 1?
COi-IO Aparlments
IPRC 19-Q141
3zDi ix-i
�rFn�i�n�r AS��xALr ��Avr:�c� ktr�u�
P.�ge I of 3
SECTIDN 3� Ol 18
T�MP(JRA�tY ASP�IALT PAVIN[r R�PAIR
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian Iz}cludes:
1. Utility cuts (water, s�.uiitary sew°er, draina�e, etc.) aloa�� streets pro�rainmed for
tntal recot�structsvn under a Ca�ital In�prnvesnent Prngram ar resurfa�ing under a
Street Maiilrenafl�e Program.
2. Repairs of dama�e caused by Co�itractor
3. llny otller temporary �a�ement repair necded during the cnurse nf constniction.
B. Deviations from this City oF Fort Worth Standard Sperificaiion
1. Nni�e.
C. Related Speciricatioi� Sections include, bui are not necessarily limiied to:
1. ❑i�isinn @- Bidding Re�uirements, Cantraet Forms, and Cnnditians nf'the Cnntract
2. Uivisi�n 1- Gei;era� Reyuireinents
3. Sectinn 32 1 I Z3 - F�exible F3ase C'nurses
4. Sectioa3 32 12 ld - Asphalt Pa��in�
5. Se�tinn 33 OS 1� - Utility Tren�h Excavatini�., Embedment and 13acktill
1.2 PRICE AND PAYMENT PROCEDilR.ES
A. Measuremeni and Payment
l. Measure�r�ent
a. Measurement fnr this Item shall be lay the iinear fant nf Tempnraiy Asphalt
Pa�in� Repair.
2. Payme�nt
a. The work performed and i�aterials furnished in accnrdance with this Itezn and
measured as pra�ided under '`Measurement" will he paid fnr at t17e un�i price
bi�i per linear fctot af 1'emporary Asphalt Pavin� Repair. No atiditional
payment wilI be pro�ideci Far repairs of dama�e tc� adjacent pavement caused by
the Cvntractnr.
3. The pri�e bid sf�all include:
a. Preparing ti��al s�irfaces
b. F'urnishi�ig, laadin�, unloading, storing, haulin� and I�ancilin� aIl materials
incl�iding treight and royalty
c. Traftic contrnl for aIl testsng
ci. Asphalt, a�;�rre�ate, anc� additiWe
e. Materials and wc�rk needed for cc�rrecti�e actian
f. Trial batches
g. Tack cnat
h. IZemo��al and.!or sweeping excess material
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1MEltil'S [YRC'I8-01a1
�te�ised Decem�cr ?i}. �{}� �
3zDi ix-2
'TEh'IP[)kARY A5['HAL7' PAVPJ[:i RtP!1IR
P.�ge 2 of 3
l.3 REFERE]lCES
�. n�t;p�t�o�s
1. H.M.A.C. — F-lo[ Mix Asphalt C oncrete
1.4 r'1DMiNISTRATIVE REQUIREMENTS
A. Pe�-�nitting
1. ��tain Street Use Permit to make utility cuts ii� the street from the ?ransportati�n
and Public Wnrks D�partment in confn���nan�e with currenr nrdinances.
Z. The Transpnrtatinn and Puhlic Works Department will inspect rhe pa�ing repair
after coi�strt�ction.
1.5 SCTBMTTTALS [VQT USEU�
1.6 ACTIDN S[]SMITTALSIINFQRMATiQVAL Sl]BNl['TTALS
�l. Asphalt Pavement Mix Desigzi: s�ihn�it far appro�al. Sectson 32 ] 2 1 G.
1.7 CLOS��L1T SLISMITTALS [NOT L]S.ED�
1.S i�'�AINTENr�NCE MATERIAL Sti gM[TTALS [NdT USEDj
1.9 QC]ALITY A55URA1�CE [N07" USEDj
1.1U DELIVERY, STQRACE, AND I-lA'_�fUL[NG �ND'I' IJSED�
1.11 �'IELD C�ND1TI01�5
A. W eather C:onditians: Place mixture when tl�e rc�adway surface ieinperature is 4L1 de�'ees
F or higher and risit�g �inless atherwise approved.
1.12 WARR�hTY ['�I�T L15ED]
PART 2 - PR�D[]CTS
2.l DWNER-FURNISHED [N�T USED]
Z.Z �'Ir7�TERIr7�LS
A. Backfill: see Section 33 OS l D.
B. F�ase Material
1. Flexible Base: Use existing base a�ld add new° flexihle base as requireci in
acc�rdance with Section 32 11 23.
C.. Asphalt C:oaicrete: '�ee Seciion 32 12 1 b.
1. �1.M.A.C. par�ing: Type D.
2.3 �►CCESSnRTES [NOT USED]
Z.4 SQti RCE Q[]ALITY CONTRaL [NOT LTSED]
PART 3 - EXECC]TI�h'
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1MEltil'S [YRC'I8-01a1
�te�ised Decem�cr ?i}. �{}� �
3zDi ix-3
'TEh'IP[)kARY A5['HAL7' PAVT?J[:� RtP!1IR
P.�ge3of3
3.� 1NSTALLERS [NOT []SED]
3.Z EXAMINATI�I! [N�"1' USED]
3.3 PREPARATI�N �NDT C]SED]
3.4 INSTALLATIDI�
A. Rernn��ai
1. Use an appro�ed Fnetl�oc3 ihat prociuces a neat ed�e.
2. Use care to pre��ent tracturin� existin� pavement structure adjacent tct the repair
area.
d. Base
].. Ir�stalt fi]exible base material per detail.
2. See Sectian 32 11 23.
C. �1�shalt Pa�ing
1. ft.M.A.C. placeFnent: i�� accardance with Se�tian 32 12 16.
2. Type D surtace mix.
3.5 REPAIRJREST�RATi�N [N�T USED]
3.6 RE-I�iSTALLAT[�N �N�T USED]
3.7 FIELD QilALITY C�NTRnL �]�OT USED]
3.8 SYSTEM START[]P [NnT LiSEU]
3.9 ADJUSTII�G [N�T L1SED]
3.10 CLEA.V[1�G [NQT [JSED]
3.11 CLOSEDUT ACTIVIT'IES [�iQT tiSED]
3.12 PROTECTION �NDT []SED�
3.13 1�1AINTENANCE [NOT US�D]
3.�4 ATTACHMENTS [N�T USED]
END QF SECTIOw
Rer�isian Lo�
I]A'I'� � NAME � SU�iMAf�Y [.)F' CHAN[rI-:
! 2'2f1,'?Ol? � D. Jnhnson � [?.A �inditied Items tn he tnclud�d ir� ��ri�e hid
C'1"fY [)F F[)RT' �i'C)It1'H ['[)I-I[.] A�artments
STAVi]ARI:] C'ONS I'[2i;[' 1TC]N SPE;C'ITICA"fT[:]N p[:7C'[1MEltil'S [YRC'I8-[11a1
�te�ised Decem�cr ?i}. �{}� �
3znt z��-�
C(71tiCRf:T'E ['A�'fN[� RGPAIk
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3 PART 1- GEI� ERAL
4 1.1 SC]NMA[rY
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A. Sectian in�l�ides:
r�o.r�:�����vi�ra:���►r:�
].. Cnncsete pa�emeilt repair tn in�l�ide, but not limited to:
a. Lltility cuts {water, sanitary sewer, �iraina�e, etc.)
b. Wan-anty work
c. Repairs of' danlage �a�rsed hy Cnntra�tor
d. �1.ny othcr cnncrete pa�etnent repair needed during tl�e co«rse of cnnstni�tinn
B. De�iatic�ns from this C'ity of Fnrt Wnrth Standard Specitication
].. Nane.
13 C. Related Specificatioi� Sections include, but are not necessarily limited to:
14 1. Division U- Biddin� Requireiiients, Contract Fonns, a��d Canciitions of the Contract
1� 2. Divisian 1- Cieneral kequirements
16 3. Sectinn 3� D] 18 - Temporary Asphalt Pa�ing Rc�air
17 4. Secti�n 32 12 16 - Asphalt I'a�ing
1 S S. Section 3? 13 l3 -�nncrete Pa� ing
19 G. Sectioi� 33 US lU - Utility Trench Lxca��ation, Embedment and F3ackfill
20 1.Z PR10E Ah'D PAYMENT PR�CE�URES
7�
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23
2A
75
2 fi
27
28
79
30
3l
32
33
34
35
3G
37
38
39
40
�1
A. Measureinent and Payment
].. Co�icrete Pa��emertt Repair �i�Y7�e�� ,�xrjrc! s•c��Irrccnrc�r� i.s r�nt �'eyr�irccl /or iirili�ti•
t��c�nr•h i�c�xri��, rcE�cr�r tiviclth is ir� rr�clirrlc IIlL' W1CIjI7 I7G'��wrc1 tl�c> [��ey�r•1� shuw►r in [hc
UYuwirt�;r.S if�5' Yb'eIl crs a�ri� u�klrlicrracrl wicltl� reqrrirecl crrrrarn�l S�t�7rcfa���Es. T'het-e rs� yin
cIi/�crcr�ticrtini� helu�eej� �aurir� lis�e tr�e�ach rcprri�• rr�rd .se�-vice li�ae trei�ch repnii• Ji�i•
e�r�i�c•i•ete rr�udti4�c[i'.s' h��c'�irr.ct� lJ�e yrr�r3��ih' i,s' m����.str�'erf h�}' .tcftriii'e ���n^r�. J
a. Measuremeni
1} Measureinent far tl}is Itein sha1P be by the syuare yard �f C:�ncrete
Pa�ement Repair 1'nr �arinus:
a) Street types
Z) Limits of�repair will be based on the titne of�se�'�'ice nfthe existing
pavement. The age of tF�e pavement �vi11 nee�i ta be deterFnined by the
Lngineer t��rau�h coordination with the City. Far pa��einent ages:
a} 10 years or less: repair entire panel
h] C"rreatec- tl�an 1D years: rcpaii� to li�r�its per Draw°ings
b. Payn�ent
1} The wc�rk perlarmed and materials Furnisheci ii� accordance with this Item
and measured as pro��ided �mder "Me�surement" sliall be pait� ft�r at the
unit �rice hid �er square yard n�' Cnncrete Pa�ement Repair
c. The price hid sl�all ii�►clude:
1} 5hapin� and tine gradin� the place�nent area
C1TY' �F FORT WORTFI COi-IO Apartments
STaVDARD CONSTfZUCTIaN SPECIFICATIDN DOCUMENTS IPRC 19-Q141
Re4'ised Deceixabcr 2Q. 2ff 1�
3znt z��-2
cc�xc�r:Tr. ��A���rr.� RL•PAIk
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2) Furnishing a��d a�plyiilg all water rey�iired
3} Furnishit�g, lnadit�g and unfnading, stnring, haulit�g and ha��dling all
�on�rete
4} I'urnishin�, laadin� a��d ui�loading, storin�, l�aulin� and handliiig all base
inaterial
S) Mixing, �Iacing, fiinishing and cu�-ing all cnncrete
6} Furnistiing and installing reinfnrcin.g stce]
7} I'urnishin�; all materials a�3d placing longitudinal, warping, expansion and
contraction joints, includin� atl steel dUwels, dowel �aps anci laa�l
transmission units required, w=ire and de��ices fnr pIacing, holding and
supporting the steel bar, load transmission units, and joint tiller in the
}�rnper pnsitian; f'nr cnating stee] bars where required by tlie I]ra��in�s
8) ScaIing_jnints
9} Monolithically poured curb
lU] C:le�nup
1.3 REFEREIlCES �ND? C]SEflJ
1.4 AD1�7INISTRATIVE REQti1REMEl�TS
I8 A. Pertnittir�g
19 1. Ui�tain Street i.�se Pernut to n�ake utility cuis in the street from the Transportution
?0 and Fublic Wnrks ❑eJ�artrzlent in canfor�r�ance with cu�-rent nrdinances.
2 l 2. Trans�rnrtatinn and Public Wnrks DeJ�artnlent will inspect pa�ing repair a�ter
22 ranstructian.
23 1.5 Sl]EIVITTTALS � V�T USED�
?4 l.6 ACTiQN SUSM[TTr�LS1INFORMATI.�NAL SUSMITTALS
25 A. C oncrete Mix Desi�n: subinit for approval in accordance with Section 32 13 I3.
26 1.7 CLQS�:QUT SUBMITTALS jN�T i]SE�J
27 1.8 MAINTENANCE MATERIAL SllBMIT1'ALS [NOT USEDj
28 1.9 Q[]AL[TY ASS[JR.AI�CE [N07' [JSEU]
29 1.10 �ELIVERY, STURAGE, A'VD 1lANUL1VG �N�7' LISED�
3U l.il FIELD CDNDT.TT�]!S
31 A. Weather C'anditions: Place concrete as s�aecified in Section 32 13 13.
32 1.I2 WARR�AI�T'Y ��VOT XJS�,D�
33 �:�RT z - r�onuc�'S
34 Z.1 UW1�ER-�'URNIS��EU PRflllUC?S [tiQT [JSEU�
35 2.2 MATEit[ALS
3fi !1. F.al�bedn�ent and Ba�kf�711: see Section 33 �5 ]�.
37 B. I;ase tr�aterial: Cnncrete base: see Section 32 13 13.
CIlY �F FORT WORTFI COi-IO Apartments
STaVDARD CONSTfZUCTIaN SPECIFICATIDN DOCUMENTS IPRC 19-Q141
Re4'ised Deceixabcr 2Q. 2ff 1�
3znt z��-3
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Page 3 nf 4
l C. Concrete: see Section 32 ] 3 13.
2 1. Cancrete pa�ing: C:lass H or Class F�ES.
3 2. T�eplace �oncrete to the specified thickness.
4 2.3 ACCESSQk1E5 [NOT L1SEDj
5 2.4 SUURCE Ql1ALITY CQNTitQL �NCIT" USED�
6 PART 3 - ExECC]TIQI�
7 3.1 INSTALL�.RS �ND7' [JSED�
S 3.2 EXANIII�ATIDN [N�T LiSED]
y 3.3 PREPAR�TI�N
10
ll
I2
13
14
15
1 Fi
17
18 3.4
19
2U
21
22
?3
24
?a
7h
27
28
29
30
31
32
33
34
35
36
37
38
39
A. Re�lace a �nntinunus sectinai if nztilti��le repairs are closec than 10 feet apart froill edge
❑f nnc repair tn the edge n#� a secnnd re�air.
B. If the cui is to be co�ered, use steel plates af sufficient stren�th ar�d thickness to s�ippart
traf�ic.
1. C;onstruct a transitian t�f hoi-mix or cold-mix aspl�alt fi-om the tap of the steel plate
[o the exisiin�r pa�einent to create a smooth ridii��; sL�rface.
a. Hnt-mix or coId-mix as�halt: cnnfc�rm tn the requirements o�'Se�tinn 32 12 lf.
C. 5urface Preparation: inark pa�einent cut repairs for apprc��al by the City.
INSTALLATIaI�
�. Sa��ing
1. General
a. 5aw cut �er�endi�ular tn the su.rfa�e to full �a�•emealt depth.
b. 5aw cut the edges i�f pavetnent and appurtenances damaged subseq�ient to
sawing tv retno�e dama�ed arcas.
c. Such saw cuts sl�all be parallel to the ariginal saw cut and to neat straight lines.
?. Sawing equipment
a. Power-dri ��en
b. Manufactured for the purpose of sawin� pa�ement
c. In gt�oci aperating conc�ition
d. Sha11 nnt spall nr tacrurc cnncrete adjacent to the re�air area
3. Re�airs: In tnie and straight ]ines tn dinlensians sl�own on the Drawings
4. lJtility Cuts
a. In a true and straigi�t line on bnth sides oft}ze tren�h
b. Minimum af' 12 snches nutside tlie trench walls
S. Pre��ent dust a��d residues fi-om sawing from entering t��e atmosp�ere ar drainage
facilities.
I3. Remo�al
1. llse care irs remnving cnncrete tn be repaired to pre�ent spalling or f'rachi�-ing
c��ncrete adjacent to the repair area.
C. Base: as specitied in Draw°ings
CIlY �F FORT WORTFI COi-IO Apartments
STaVDARD CONSTfZUCTIaN SPECIFICATIDN DOCUMENTS IPRC 19-Q141
Re4'ised Deceixabcr 2Q. 2ff 1�
3znt z��-a
C(71ti['Rf:T'E ['A�'fN[� RGPAIk
Yage �7 nf 4
l D. Concrete F'a��ing
2 1. Cancrete placement: in atcordance with Sectian 32 13 13.
3 2. 12einforce cancreie re�Iacement: as specified in I]rawings
4 3.5 R�.PAIRIRES'T�RA'['IDN �N��' C]SED�
5 3.G R�;-ivSTALLA'1'[QN �NQT USEDj
h 3.7 FIFLD QLiAIaITY CDNTRnL [I�DT USED]
7 3.8 SYSTEM START[]P [N�'C USED]
8 3.9 ADdUSTING [�i�T USED]
9 3.�0 CLFAVII�G [N�T LiSED]
l0 3.11 CLOSEDUT ACTiVITIES [�OT LTSED]
11 3.12 PR�TECTI�N [ND? C]SE� �
12 3.13 iNAINTENANCE �NQT USED]
13 3.14 ATTAC�-[MENTS �iV�T l]SED�
14
END OF SECTIQV
fZ�visinn I.og
DATE NAML SUiVIM�RY OF CHt1NGE
!?.A h'[nditied IFems tn tae included in rrice izid; Added l�lue text #or �larit]ea[inn
12�2f1�2i71? T). Johnson nt repair width oi� utiiin crench repair
2.2.C'.1 — C'h�n�,ed to Clsss I' ta C'l�ss I�
15
C1TY' �F FORT WORTFI COI-i0 Apnr[meiits
STAVDARD CONSTfZUCTIaN SPECIFICATIDN DOCUMENTS IPRC l9-Ql�i
Re4'ised Deceixa6er 2Q. 2ff 1�
3� ll F3-1
FLEXIBLE. F3ASE C:C)[]RSf:S
P:�ge I of 7
sECT�vN �a �� z�
� r.�x1aL� aAs� cou�s�s
PART 1 - GEI�EHAL
1.1 S11:�'iMARY
A. 5ection [i�cludes:
1. Fnundation �nurse fnr surfa�e course or f'or other hase cot�rse compnsed of flexihle
base cnnstn�cted in nne or �r�nre cnurses in cni�fanr�ity ��ith the ty}�icai se�tian.
I3. Deviations frozn this City of Part Warth Standar�l Speciticatian
1. None
C. Related 5peci�i�atinn 5ectians include, but are not necessarily litr�ited to:
1. Divisio�i U— Siddin� Rer�uirements, Contract Forms, and Co��ditions of the
C'ontraci
2. Di�isian 1— General Requirements
1.2 PRICE AND PAYMENT' PRQCEDURES
A. Measuremeiat and Paymeiit
1. Measurearient
a. Measurement tor tl�is Item will he by the squarc yard of �'lexilale Base Course
for variaus:
1 } Depil�s
? } 'I'ypes
3} Gradatinns
2. Payinent
a. The work perfarmed a�id mat�rials fu�-nished in accnrdance w�ith this item a��d
measured as pro��ided under `'l�easurement" will be paid fnr at the unit price
bid �Ser sc�uare yaa-d nf Flexible F3ase C'ourse.
3. 'i'��e price bid s��a11 include:
a. Preparation and �oirectinn o� subgz-ade
b. Furnishing nt�t�aterial
r. I-�aulin�
�l. Blac3in�
e. Sprinkling
f. Cnmpacting
l.3 REFEREI�CES
A. Uefnitiai�s
1.. RA.P -- .Recycled As�shalt �'a�ement.
B. ReFerence Standarcis
]. Reterence standa�-ds cited in this s�secifi�ation refer t� the current refere�ice standard
�uh1is11ed at tI�e time ot�the latest re�ision date logged at t11e end o� this
specificatia��, unless a date is specifral�y cited.
2. ASTM Internatinnal iASTM}:
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� ll F3-2
FLEXIBLE. F3ASE C:C)[]RSf:S
P:�ge 2 of 7
a. D698, Standarci �'est Meihods For La6oratory Compactioa� Characieristics af
Sc�il Usin� Siandard Effort { 12 4CiU ft-lbflft3 (bCIU kN-m,'m3))
3. Texas De�artment nt' Trans�nrtation {TXDC]T):
a. 'I'ex-lU4-E, �etermii�ir�g Liyuid L,imits af SoiLs
b. Tex-lOb-E, Calculating the I'lasticity Index of Sails
c. Tcx-] �l7-E, Determining t11e Bar I.inear Sl�rinkagc of Svils
d. T�:x-] 1[]-E, Particle 5i7e Analysis n1� 5nils
e. Tex-] l6-E, Ba31 Mill M�thnd fnr Determinit�g thc ❑isintegratinn nf Flexible
I3ase Material
f: Tex-117-E. T'riaxiaL C'oinpression for flisturbed Soils and [3ase Maierials
g. Tex-41 I-A, Soundness nf flggregate Llsing Sodium Sultate o.r Magnesium
Sulfate
h. Tex-�13-A, Ueterminin� De�eterious Material in Mineral A��re�ate
1.4 ADMINISTItAT1VE RF:QUIREMERT"5 [N�? l]SEU�
l.S ACT[QN SUSMITT�#LS [N�T LIS�D]
l.6 ACTInN SllSMITTALS1INFaRM�TI�NA�. SUSM[TTALS [�IDT USED]
1.7 CLQS�:QUT SUBMITT�►LS [N�T i]SE�J
1.8 NIAINTEN�INCE MATERIAL StigMITTALS [N�T USEDj
1.9 QUALITY ASS[TRAhCE [N�T LISED]
1.10 ❑EL['L'ERY, STURACE, AND 1-[A�fDLING �N�T [.75ED�
l.il FIELD [SITE] CONDITI�NS [NDT USED]
1.12 WARRAI�?Y [VQT USED�
PART 2 - PRQDLICTS [N�T C�SED]
2.l �VVNER-FtiR�ISHED PR�DUCTS [NUT USFO]
2.2 M �TERIALS
A. Get�eral
1. Furnish unconta�ninated materials ofuniform qua�ity that meet the requirements �f'
the IJrawings and specificatians.
Z. Qbtain ��aaterials frnil� appro�ed sources.
3. Natify City af chan�es ia inaterial sources.
4. The City may saznple and test project �naterials at any time befnre cnmpaction
thrnugliout the duratian of� tlze �ro�ect tn assure s�e�ztication compl iance.
B. rlggregate
].. Fu�-nish aggregate ofthe type and grade stzown on the Dra�rings and �onformfng to
the requireFnents of 7'a6le 1.
?. Each snur�e must tneet Table ] rec�uireanents for liquid limit, plastiCity index, and
wet ball mill fnr the gs-ade specitied.
3. Uo noi use additives sucl� as but nai Iimited to litne, cement, ar fty as� to inodify
aggregates tn iraeet the reyuirements ot�Tahle ], unless shown n�i ti�e Dra��ings.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� ll F3-3
FLEXIBLE. F3ASE C:C)[]RSES
P:��e 3 of 7
TA�IIE 1
Milil'I'1�1� RCi]Fl1YL'II1L'11f5
I'rnpertr �'�'est ll'lethn� Grade I f;rade 2
Vfaster �rad.�[ion siere
si2r {°o rel.iineelJ
2-i `w in. — �
1-3i4 in. 0 i�lU
718 in. Tex-E 10-E 1�35 —
318 in. 3�Sfl —
IVo.4 45-65 45-75
Nn, 4{1 7[�-85 G�85
I..iquid fimit,'% 3nax.' Tex-[I)4-� 3S 40
P1:�stiCitv inJex. max.' Tex-[ 06-E 10 12
4['ec ball mill.'?t� max.' 4[I 4S
Wei hall i17iI1. °'o max. Tex-1 16-E
increase p.�ssing the 2D 20
No. 4D ,ieve
Clas�ific�itiai' I 1.D 1.1-2.3
!Ai��. cnmpressi�e
strengtli `. �si Tex-[ 17-E
IateraI pressurc [� psi 4� 3.5
lateraI pressure 15 psi 1 7� 17�
l. Delermin� plasti� indeY in accardan�� �ti'illa l'ex-1 Q7-E [linear
sltrin�:are) whr3i liyuiJ li�nit is unatt.tinabi� as dcliu�d in
Tcs-1D4-E.
?. When a souiuiiiess value is required by ihe Dr.t��+ings, test
materi�ti! in accardance with Tex-411-A.
3. Meet hntla die cl�ssificatinn and tlie minimuin cnmpressi�e
strengtli. Lfiiless otheiu•ise s1io��m oi� the []rawiogs.
4. Material Tolerances
a. The Ciry may accept material if'nn mare than 1 of'the 5 mnst recent gradatinn
tests has an individ�ial sieve outside the spe�i�ied limits ot�the gradatinal.
b. When target ��rading is required by the Drawia�gs, no sin�le failing test may
exceeti the master �radi��� by more than 5 percentage paints �n sie�es No. 4
and ]arger �r 3 per�e�ltage �oints n�1 sie�=es st'nall�r than l�n. 4.
c. The City n�.ay accept material if no more tl�an 1 o{'the S nlast recent �l.asticity
index tests is outyide the speLitied limit. No sir��le failin� test may exceed the
al3awable li�nit by more than 2 points.
5. Material Types
a. Do nat use fillers or binders unless appro��ecj.
b. Fui7�ish t��e type specified on t�ie Drawings in accordance wiih the followin�:
1 } Type R
a) �nished stone prnduGed and graded t'rom n�ersi7e quaz-ried aggregate
that nriginates froin a�ingle, naturally n�cun-ing source.
b) Uo noi use �ravel or multiple s�urces.
2} T'ype B
a) nnly ior use as laase inaterial fnr temporary pa�cment repairs.
h) 17o not exceed 2� percent RAP by weight unless shawn oit I7rawings.
3 } T'ype �
a} ?ype A i�iaterial or crushed concrete.
h] �rushed concrete cantaining gra��el will be �onsidered Type D
mate�ial .
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� ll F3-4
FLEXIBLE. F3ASE C:C)[]RSf:S
P:�ge 4 of 7
c} T��e City may reyuire separaie dedicaied stackpiles in order to verify
compliance.
d) Crushed concrete muyt meei tlie follawin� reyuire�iients:
{] ) Tahle l fnr the grade spe�itied.
{2} Re�ycled materials nnist be free fi�om reinfor�irag steel and nther
abjectionaUle inaterial and ha�e at inast 1.5 percent deleterious
materiaf ��hen tested in ac�ordance w�ith TEX-413-A.
C. Water
]. Furnish ti�ater free of industs�ial wastes and nther nbjectionable matter.
2.3 ACCESS()RIES [N�T USED]
2.4 S�URCE QLJAL[TY �QNTR�L �N�T CISEDJ
P�'�RT 3 - EXECUTI�N
3.� INSTALLERS [NOT []SED]
3.2 EXAMIII,ATIQ1! [1��'f USED]
3.3 PREPARATI�N
A. General
].. Sha�e the sulagrade or existing hase tn �onform tn the typi�al sections shnwn nn the
i7rawings nr as direct�d.
2. Whe�� ne�v base is reyuired to be mixed with existing base:
a. Deli��er. place, and s�read the new flexible �ase in tl}e reyuired amount.
b. Manipulate at�d thnmughly mix the new basc with existing material tn �m�ide
a�tili�n�tr� mfxnire ta tl�e specitied deptl� laefnr� shaping.
B. S�hgrade Co�npaction
1. Pr�fof roll the roadbed before pul�erizing or scarifyin� in accordance with the
follaw°i���:
a. Pron� Rolling
l) City Prnje�t klepresentative must be nn-site dut-ing prnnt'rnlling operatinns.
2} Use equipmei�t ihat �vill apply suffcient laad to ideniiiy soft spots that rut
or pump.
a) Accepta6le eyuipr��ent includes f�lly loadeci single-axle water truck
with a 15�Q gallnn ca�a�ity.
3) Make at least ?�asses witli the pronf'rnlle�- (down and back = l�ass}.
4} Uffset each trip by at �noyt 1 tire wicith.
5} lf an ui;stable or noi�-unifonn area is found, correct the area.
b. Cnrrect
]} Saft s�snts that rut or p�ia��p greatez- than 314 in�h
Z) Areas that are unsta�te or alnn-unifomn
2. Instal�atinn nf base material cannot prnceed ui�til com}�actcd suhgrade apprn�ed by
tl�e City.
3.4 [NSTALLATI�h
A. General
C'1"fY [)F F[)1tT' �i'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'oNSI'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� ll F3-5
FLEXIT3LE. F3ASE C:C)[]RSf:S
P:��e � of 7
1. Construct each layer tinifoimly, free of l�ose ar segre�aied areas, and with the
reyuired density and moisiure content.
2. Prn�ide a s�nnnth sUrtace that cnnforms to the typical sections, lines, and grades
sha�vn on t��e Urawin�s or as direeted.
3. Haul appro�ed flexible base in ctean, co��ered trucks.
B. Lquipmeni
].. General
a. Prn�=ide ma�hinery, tonls, and equipment ne�essaty tnr prn�er exe�ution of the
work.
2. Rallers
a. The Cnntractor may use any type of rol lcr to meet the �rndu�tivn rates and
c�uality requirements o�'the Cnntract unless otherwise shawn nn the Drawings
ar directeci.
b. When specific types �f eyuipment are reyuired, use equipment that ineets the
s�ecitied requirem�nts.
c. �1lternate Fgui�ir�ent.
1} Instead of the specified equipment, the C;antractor may, as apprave�i,
operate other compaction equipn�ent ihat praduces equivalent resu�is.
Z} Discontinue the use nf'th� alterrsate equipment and furnish the specified
�qus�tnent if the desired results are not achieved,
rl. City may requirc C:ontractor io substiiute ec�uipment if production rate and
cluality reyuirements of the C'onlract are n�t inei.
C. Placing
1. Spread and shape flexible base inlu a uniforin layer by approved means the saine
day as deli�ere� �inless other�vise appro�ed.
2. Place material such tl�at it is mixed to minsmize segregation.
3. Construct layers ta the tf�ickness s}�own on the Urawin�s, wliile anaintaining t�e
shape nf t11e course.
4. Where subbase or base �ourse exceeds b inches in thickness, construct in 2 or inore
courses af equal thic�uiess.
S. Mininuim lif't de�th: 3 inches
b. Control dust by sprinkling.
7. Correct ar replace segregated areas as direGted.
8. Place successi�°e hase coursey and finish courses usin�, the same construction
metha�is reyuired far the first course. y
L]. C:ampaction
1. General
a. Com�act usin� density cot�trol unless otliervvise shnwn on the Dra��ings.
b. Multi�rle lif�s are permitted when sl�nwn on the Drawings ��r a�prn�ed.
c. I3rin�r each layer ta the inoiyture content directeti. When necessary, sprinkle the
material to the extent necessary to pror�icie not less than the required density.
d. Cnmpact the fiill depth nf� the subhase nr hase to tl�e extent ne�essary tn remain
tirm and stahle ursder �nnstni�tinn equi�n�ent.
2. Ralling
C'1"fY [)F F[)RT' �i'()It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� ll F3-G
FLEXIT3LE. F3ASE C:C)[]RSf:S
P:�ge 6 of 7
a. I3egin rolling lon�;ittidinally at the sides and praceed towards ihe cenier,
o�'erlapping on successive trips by at Least 112 the widlh of ihe roller unit.
b. C]n superele�ated �urves, begin rollin� at the Io�v side and progress toward the
high side.
c. Of.fset alternate trips nf the rnller.
d. Operate rollers at a speed between 2 and 6 inph as directed.
e. Rework, recampact, and retinish material that faits ta meet or t��at lases
required mnisture, density, stahility, nr t7nish before the next cnurse is �Slaced or
the �roje�t is accepted.
f. Canlinue work untiI specification requirements are met.
g. Proof roll the compacted f7exihle base in accordance with the foltuwin�:
] ) Pronf Rn�ling
a) City Frnject Represcntati�e nuist he nn-site during proof rnlling
aperations.
b) Use eqLiipment that will apply sufficiea�t l�ad to identify soft sp�ts thai
n.it or pu�n�.
{ 1) A��eptable �c�ui�naent ir�cludes tulIy lnaded singlc-axle wat�r tni�k
wi€h a 15C10 �al�on capacity.
c} Make at least 2 passes �vith the proof roller {dawn and back = 1 pass}.
d) �ffset ea��z trip by ut r��ost 1 tire width.
e) If an unstahle or non-unifo�-m area is found, �on-ect t�e area.
Z) Carre�t
a} Soft spots that rut or pump gre�ter than 314 incl�.
b) Areas that are unstable or non-unifarm.
3. Tolerances
a. Maintain the shape of the c�urse by hlaciii��.
b. Completed surface shall be s�noatf� and i�i co��for�niiy with t��e typical sections
shnwn on tl�e Draw=in�s tn thc estahlished lines and grades.
c. For subgrade beneath pa�ing surfaces, �v�7ect any de�iatian in excess nf� 114
inch in crnss section in length greater than lC teet measured longitud�nally by
loosening, adding or remo�in� material. Rest�ape and recompact by sprinkling
and rolLit�g.
d. Cnrrect all fractures, settlernent oa- segrcgatinn imix�ediately hy s�arifying the
areas affected, adding suitahle t�atet-ial as required, Resliape and recnmpact l�y
sprinkliiig and rollin�;.
e. Should tl�e subbase or base to��rse, r3ue to any reason, l�se the reyuireci
stability, density and finish before the surfacin� is comp�ete, it shall be
recnm�acted at the sale expense ot�tlae Cnntractor.
4. ❑ensi[y Control
a. Mst�imun� Density: 95 percent compactian as detenniiie�i by AST'M Dfi9$.
b. Moisture cnntent: minus ? to plus 4 of'n�tinuim.
L;. I'inishing
].. llt�er �ompleting cn�n�sa�tian, cli��, skita, or tiglit-blade the sur�a�e with a
mai�itainer or subgrade trinUnea- to a depth of ap�rnximately 114 inch.
2. Rem�ve lonsened material and dispose of' it at an a�prn�ed ]ocatinn.
3. Seal the clip}�ed s�irface immediately hy rnlling with an apprnpriate size �neumatic
tire roller until a srr�aoth surface is attained.
4. Add small incr�ments of warcr as need�d during rnlling.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� ll F3-7
FLEXIBLE. F3ASE C:C)[]RSf:S
P:�ge 7 of 7
5. Shape anci �naintain ihe course and surface in conformity witl� the ty�pical sections,
lines, and �nades as shown c�n tlie llrawings or as directed.
G. In areas w�llere surtacing is tn he �la�ed, cnn-ect g�-ade de�iations greater than 114
inch in 16 feet meayured langitudinally ar �;reater than 114 inch o�er the entire
w'idth of�the cr�ss-section.
7. Crn�'eci hy laoseating, adding, nr rei�anving matersal.
8. Reshape a��d recompa�t in accordai�ce evith 3.4.C:.
3.5 R�:PAIRIREST�R�T�ON �NOT USEDJ
3.6 RE-I�ST�LI.nTInN [NnT USED]
3.7 QUALiTY COhTR�L
A. Density Test
1. City to ineastare �3ensity of flexible base caiirse.
a. Nntify City Project Re�r�sentative w�hen f.lexible base ready tor density testing.
b. Spa�ing directed hy City ( l}�er binck mir�im�im}.
c. City Praject Representati�•e detennines lc��ation of density testirtg.
3.8 SYSTEM START[]P �N�'1' C�SED�
3.9 �AI3dUSTI1�G [i�I�T USEO]
3.10 CLEA�iII�G [N�T LISED]
3.I1 CLQSEQ�JT ACT[V[T[ES [VOT USED�
3.12 PR�TECTIaN [N�T USFD]
3.13 M �INTENANCE [N�T USED]
3.14 A'TTAC��IMENTS (N�T l]SED�
END QF SECTiQw
T�e�=isinn I,og
D1lTE NAML SE]MM11RY �F CHANGE
C'I"I'Y []F' P[)k'C" �i'C)It1'H ['[)H[] Apartments
5"fAV1)AI�1:] C'oNSI'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-i1l�l
tte�ised Decem�cr ?i}. �{}� �
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L1ME TREA'f'E17 F3ASE C:UIJkSL'S
P:�ge I of 4
sECT�vN �� i � z�
LIME 'TkEATE❑ BASE C C)UFtSES
PART 1 - GEI�EHAL
1.1 S11:�'iMARY
A. 5ection [i�cludes:
1. Treating subgrade, sub�ase a�1d base courses k�y the pul��erizatinn, additio�l n� lime,
mixing and �ompacting the mix inaterial to the re�uir�d density.
2. Item applies to the natural ��ro�uid, embankment, existing pa�ement; base t�r
subhase cnurses �laced and shall �nnform to the typical se�tinn, Iines and grades
shnwn nn the Drawings.
B. Deviations �i-om this City ot�Fnrt Worth 5tandard Speci�ication
] . Nvne.
C. Related 5peci�i�atinn Sections include, but are nnt ne�cssarily licnited tn:
1. Ui�ision L} - T3ic3dins� �equirements, Contract I'om7s, and Conditions of the C:oi�iract
2. Di�ision 1- General Reyuirem�nts
3. Sectio�� 31 23 23 - Ban-aw
4. Sectios� 32 1 I 23 - FIexible I3ase Caurses
1.Z PRiCE AND PAYMENT PRDCEDi1RES
A. Measurement and Payment
1. Hydrated Lin�e
a. Measureinent
1} Meas�trement tnr this Item shall he hy the ton �dry weight} ���Hydrated
Lime used [o prepare slurry ut the job site.
b. Payn�e�it
1} The wc�rk perfc�rmecl and niaterials furnished in accardai�ce with this Itein
and measured as pro�ided under "Measurement" wili be paid far at the unit
price bid per ton nf' Hydratcd I,ime.
�. 'I'he price bid shall in�lLide:
1 } I'urnishina ihe rt�aier�al
2} All lrei�,ht in�t7lved
3 j 1111 unlnading, stnring, and handling
2. Commercial Liine Sli►rry
a. Measure�nent
]) Meas«rement fnr this Item shall lae by the tnn {dry weight} as calci��ated
From the rnini�nuin perceF�t dry st7iids conteni ol t��e slurry rnultiplied by the
wei�ht of the s�urry in tans deli�ered.
b. Paymea�t
]) Tl1c w=ork �erfornled and materials tiirnished in accnrdance witl� this I.tem
and measured as pro�ided under "Measurement" wilI be paid for at the unit
price bid per ton of C�mmercial Lime Slurry.
c. The price bid shall include:
1 } �� urnishin� the material
C'1"fY [)F F[)RT' Gi'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
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L1ME TREA'f'E17 F3ASG C:Ui1k5L'S
P:�ge 2 of 4
?} All freight invo�ved
3} All u�iload'ang, storin�, and handling
3. Quickiiine
a. Measureinent
1} Measurement for t�}is ltem shalI be by the ton {dry wei�ht� of Quickliine.
Meas�trem�nt fnr �uic�Clime in slurry fnr�r� shall be rneasurcd by ti�e ton
[dry weight} nfthe Quickiime used tn prepare the slurry.
b. Payn3ent
1} The wark perfonneci and niaterials Fur�iished iz� accordance with ihis [tein
�3nc3 measured a5 pra��ided uncier "MeaSurement" wil� be paid for at the unit
price bid �er ton nf Qui�klimc.
c. Tl�e price hid sl�all iilclude:
1 } I'urnishin�� the material
2} All frei�ht invalved
3} All uF�l�adii�g, siorin�;, and handlin�
4. Lime Treatment
a. Measurement
1 J Measuremcnt fnr this Item shal � he hy tl�e sq«are yard of� surfa�e area as
estabIisf�ed hy the �=idths shn�=n nn t11e ❑ra�=ings and the lengths measured
at �la�ement.
b. Paymeni
1} T'he work perforined and materials furnished in accordance with t��is Itein
and measured as pro�ided under "Measureme�iT" wilI be paid for at the unit
price uid per sq��are yard of [.ime Tr�atment applicd for:
a) Vario�}s deptl�s
c. The price bid shall include:
1 } Preparing the roadbed
Z) Lonsening, �ul�•eri�ing a�pli�atinn nf� liine, water cnntent in tlie slurry
mixture a�1d th� n�ixing water
3} Mixing, sl�apin�, sprinkling, compactin�, tinishin�, curing and maintainin�
4} Performing alI inanipulations required
1.3 REF'EREI�CES
�. n�t;p�t���s
1. �lydrated Lime: dry powdered material consistin� of calcium hydroxide.
2. Cotnmer�ial Lime 51urry: liquid inixture nf liydrated lixne solids and water
detivcred tn a projeGt in slurry t�onn.
3. {7uicklirne: diy material consistiz�� c�f calcium oxide fuinisheci in either of two
grades:
a. CF]�a�L' lJ� -�]Cl��.' Of "pebble" qtii�klime suikable far use in the preparation of
slurry far vvet placin�.
b. C=rrade S— finely graded yuicklune for use anly in the preparation of sluny for
wet placin�.
B. Reference Standards
1. Reference stai��lards ci[ecl in this ��ecificatioi� refer to ilie current reference 5tandard
pul�lished at the time nf'tl�e latest revision date ingged at the end o�'this
speci�i�atinn, unless a date is s�e�iticalty cited.
2. ASTM International (ASTM}:
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
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L1ME TREA'f'E17 F3ASE C:UIJkSL'S
P:�ge 3 of 4
a. Db98, Standarc� 'I'est Metl�ods for Laboratary C:ompaction Characteristics of
Sc�il Usin� Siandard Effort { 12 4CiU ft-lbflft3 (b[3U kN-m;'m3))
b. �d938, Sta��dard "I'est Meihoti for In-Place ❑ensity and Water Cantent of Soil
and Soil-A.ggregate by Nuclear Methods {Shallnw D�ptla)
3. Texas 17epartment of Transportation [TXL7UT']:
a. Tcx-]Q�-E, Preparing Snil and Flexible Rase Materials for Testing
b. T�:x-]4[]-F„ Measuring Thickness of.�Pa�ement Layer
c. Tex-6QQ-T, Sa�npling and Tcsting af Hydrated Lixne, Quickliz�e and
Commercial Lime 5lurry
1.4 ADMIMI57'RA7'1VE REQL�IREMEIlTS [NQT C�SED�
l.5 ACTI�N Si]SM�TTr1LS [N�T L1SE0]
1.6 r'1CTI�N SLJSMITTALSI.[NF�RMATI�N�AL SUSMTTTALS [iVDT USEI]]
1.7 CLUSEQUT SUBI�7ITTALS [N�T USEIl�
1.8 MAI!�ITENA1�iCE 11'I�T.ERIAL Si'Sll'I[TTLAS [N�T USEI]]
l.9 QUA.LITY ASSURAI�CE [NDT LISED]
1.10 ❑ELIVERY Al�❑ STDRAGE
A. T'ruck Deli�vered Lime
1. Each tr�.►ck ticket s��all bear the w�eight af lime measured on certified scales.
2. Submit deli�°ery tickets, certifed by sugplier, that inc�ude weight with each bulk
tieli� ery of lime ia the siie.
l.il SITE C�1V�ITTDIVS
!1. Start lime ap�rIication only wlien tl�e air temperature is at least 3S°F and rising or is at
Ieast 4U�F. Meastire temperature in the shade and away fram artiticial heai.
B. Suspend ap��ication whe�i the City dctermines that weather conditinns are unsuitable.
1.�2 WARRr1l�TY [��T LISED]
P�'�RT Z - PR�D[?CTS
2.1 DV4'NER-FURNISHEU PR�DUC"i5 [NpT USED]
2.Z l�'�ATERIALS
A. Ge�ieral
1. Furnish uncanYaininated materials of unifarm yuality that meet the requ�rements of
the I]rawings and specif�atinns.
2. Natify the City of tF�e praposed material sour�es aa�d of chan�;es to material sources.
3. ❑�tain �•eriticat�an fro�ra the City that the specifi�atinn requirements are met befo.re
using the sntzrces.
4. "l�F�e City may sainple and test project inaterials at any time before coi�ipaction.
B. Lime
1. Hydrated Lime
a. �rumpable suspensinn of�solids in w=ater
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
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tte�ised Decem�cr ?i}. �{}� �
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L1ME TREA'f'E17 F3ASE C:UIJkSL'S
P:�ge 4 of 4
b. so�ids portion of the mixture when cc�nsiderec� <<s a basis �f "solids co�itent,"
shall �onsisi of principally hycirateci lir��e of a yuality and fineness suffi�ieni to
meet the chemical and physical reyuirements.
2. Dry Lime: L7� nut use unless appro�°e�i by City.
3. Quickliine
a. Use qui�klime vnly wh�n specified by tlie City.
b. dry matcrial consisting of essei�tially calcium oxide.
c. Furnished ii� either ot twa grades:
1 } Grade ❑S
? } Grade S
4. Furnish lime that meets ihe fUllowing rec�uirements
a. Chemical Reyuirements
?al�}e 2
Lime Chemiea] Re uirements
i I�yd�•ated Cniaame�•cial Limr i Quiclttime
� Lime SlurrF� �
'I'ntal "acti�e" lime 9U.0 Min �7.[] Mi��
c�ntent, re�•cez�t by
�eight
L]tihydrated lime 5.C} l��faY R7.0 n•fiil
cniztenc, �ercent by
«°eigl�t CaD
"Nree Water" 5.0 Max
c�ntent, rercent by
�ei�$f G�•xter
b. Physical kequirements
Tal�le 3
L,ime Ph�'Sicxl l2er�uircments
i��dr:rted f Comrnrrrial L'zme Quicklime
�.�«��. I ����.,.� �i
�i'et 5ie�•e Requirement, As
perrenttE�e 6► '1'L'eight
Residue-
Retained �ii No. b sieG•c D.? Max q.2 Max 8.(1 Maxl
Retained on No. 3fl sie�e 4.0 Max 4.[1 Max
ArF• 5ie�e Requ��•ement, As
perernt.��e uy V4'ei�ht
Residuc-
Retained on a 1-in sie�e OA
Relaincd on a 3'4 —in sie�e l O.a Max
Rei�iincd on a No. 1D� Cir�de T]s -- 80 Min
sie�'e Ci�acf� 5— no li�i�its
Retained on a No. 6 sie�e 0.2 Max 0.2 Max xA Mox'
1 Tl�e anzaimt tota] "acti�e" lime conFent, as Ca�. io the materi�l retained nn tlie h`o. G sie�e must aiat
exe�eel ?.0°ro h�� w'eiLht of tlie orieinal nui�klime.
c. Slurry Grades
1'able 4
Lime Slurry Grades
� � II�11II1fIllIIR Ii1:V SUIIiI1 COIitL'TItS
hr' Pereentage of tl�e Slurr�°
C'I"I'Y []F' P[)k'C" �i'C)It1'H C[)l-Z[] Apartments
5"fA V 1)AI�1:] C'oN5 I'[2i; [' I TC]N SPE;C'I]� ICA"fT[:7N p[:7C'[1�ti4 C�lTS iYRC' I9-i1l � l
tte�ised Decem�cr ?i}. �{}� �
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L1ME TREA'f'E17 F3ASG C:Ui1k5L'S
P:�ge � of 4
Ciradc 1 f 3I
Cirade ? 1 3S
{1r�idc 3 f �}G
C. Flexible 13ase Courses: Furnish base inaieriaf that n�eets the requireinenis af Section 32
1. I 23, f'nr the type and grade stsn��n on the I]rawsngs, betore tl�e additinn oflime.
❑. Water: I�urnish water free of industrial wastes and other abjectionable n�aterial.
E. Sorrnw: See Sectinn 3] Z3 23.
�.3 ACCESSnRIES [N�T USE.D]
2.4 SUi1RCE QU�LITY C��ITRaL [N�T USED]
PART 3 - EYEC[]T[�IV"
3.l [NSTALLERS [NaT USED]
3.z EXAMI]�ATI�h [I�OT LIS.ED]
3.3 PREPARATI�N
A. Shape the subg�-ade or existing base to cnnfor»t to the typica� se�tinns shown on the
Draw=ii�gs nr as directed.
[��1.6� �►11 �rY[r]►�
A. General
1. Produce a completed course of treated material containing:
a, u�litann li�ne mixtu�-e, t`ree trnm inose or segregated areas.
b. uniform de�isity and i�aoisture cnntent.
r. ��ell Uounci for fu}1 ciepth.
d. with sinc�oth st►rface and suitable for placin� subsequent courses.
�. Maximum layer depth nf liine treatmenr in single layer: 8 inches.
3. For treated suUs�rrade exceedin� 8 in�hes deep, pulveri2e, apply li�ne, �nix, can�pact
aitd tinish in ec�ual layers iioi ex�eedin� 5 inches deep.
B. Lyuipment
1.. C�eneral: Pravide ma�hinery, tools, and e9ui�r�nent necessary for prnper executin��
ot� the w�rk.
2. RoIlers
a. T'he Contractor may use any ty�e of ral�er to meet the production rates and
quality requirements nf the Cvntract unless atherwise sh�nwn on ttie Dra�rings
c�a- directcd.
b. When specific types of equipanent are required, use eyuipment that meets the
specified res�uirements.
c. �1lternate F�uip�nent
]} I�lstead of'the s�reci�jed equipment, the Contracta�- may, as ap�ro��ed,
operate other compaction ec�uipment that produces equivalent resulls.
2} Uiscontinue the use of the altenaaie eyuipment and furnish the specified
equiptncnt if the desired results ax�e nnt achze�ed,
d. City may rec�uire Cnritractor tn suhstitute ec�iiip�11ez1t if pri�d��ction rate and
quality requirernents c�f the Contract are i�oL inei.
C'1"fY []F' F[)RT' �i'C)It1'H ['[)H[.] A�artments
5TAV1)AI�1:] C'[]NS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
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L1ME TREA'f'E17 F3ASE C:UIJkSL'S
P:�ge 6 of 4
3. Siora�e I'acility
a. Store quicklime aa�d dry hydrated lime in closed, weatherproaFcontainers.
4. Slurry Eq��ipment
a. L]se slurry tanks eyuipped with a�itatian de��ices to slurry hydrated liilie ar
yuickliane an tl�e project ar �ther appro�'eci locatian.
b. The City »�ay apprn�e ntl�er slurryii�g nlethnds.
c. Prn�=ide a put��� fnr agitatiiag the slurry wh4i1 the distributnr tr�i�k is nnt
equipped with an agitator.
5. I'ul��erization Equipii�ent
a. Yro�vi�le pulverization equipment il�at:
1 J C'uts and pul�erizes material unifnrmly tn the prnper de�th with �utters that
plane tc� a �znifn�n surfa�� �,ver the entire width of the cut
2} Pro�ides a visil�le iiidicatic�n af the �iepth of cut at all times, anc� u��iformly
inixes the inaterials
C. PulveriLatian
1. Pul�erize or s�arify existing material after shapsng sn tiiat 1 C]0 percent passes a?
li'? in�h sicve.
2. If the material ca��not be u��iformly processed to the reyuired depth in a single pass,
ex�a�ate and w°indrnw the materia] tn expose a secnndary grade to acliie�e
processii�g tn depth as shnwn in the Drawings.
L]. Applicatio�� af Lime
1. Llniformly ap��y lime as shvwn on tl�e Drawings c�r as directed.
2. Add lime at the percentage specitied in I]ra��rings.
3. A�}�ly lime only on an area u�here mixing can be compl�ted during the same
working day.
4. Minimize dust and scatierin�; of kime by wiaid. Do not apply lime when wind
conditions, in th� npinion of the City, cause �lowing li�rae to becoine dangervus to
ta-at'fii� nr ohjectionable to adjaccnt prnperty nwners.
5. SIurry Placement
a. I-�ydrated Li�ne
l) Mix I..iine with water and a�r}�ly slurry
Z} Ap�ly Type B, �ammercial litne sluiry, with a�ime percentage not less
applicable for �rade uset�
3} Distribute lime at the rate sho�°n on the Drawings
4} Make su�cessi��e passes o�er a measured sur�a�e n�'roadway until the
proper mnishire and 1 ime cnntent ha�•e been a�11ie�°ed.
b. C]uicklime
1} Spread tt�e residue for the Quickliine slurrying pra�edure uniformly or�er
the l�ngth ot't�e roadway.
Z} Residtie is primarily inert ir�atet�ia] with little stabilizii�g vaI�ie; hnwe�er,
may �oniain a sinall ainot►nt of C]uicklime particles that slake slowly. A
concentratio�i of tliese particles could cause the campacteci s[aUiliZed
inaterial to swell during slaking.
f:. Mixin�
].. Begin mixing within G hours nfapplicativn nf�liFne,
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L1ME TREA"f'E17 F3ASC [:L]t1kSL'S
P:�ge 7 of 4
2. Hydrated lime exposed to ihe open air for 6 hours or more between applicatian and
mixing, ❑r tl�ai experiences excessi�e lass due to washing or blowin�, �vill nat be
accepted for payment.
3. Tl�oroughly inix the material and lime usin� appra��ed equipment.
4. Mix until �� I�om��eneous, friable mixture af material and Iime is o�tained, free
frotx� all �l��ds and lumps.
5. Do noi rnix �,�reater than 1 inch deeper than the stabiliaatian depih specifie�i.
b. Malerials co��taining plastic clay or otl�er �liaterials ihat are noi readily mixed with
liix�e shall be mixed as thnrnughiy as pnssible at t�ae time ot'lime applicatinn,
brou�i�t to the prn�ser mc�isture cnntent and sealed with a pneuxnatic rol�er.
7. Allaw tl�e mixture to cure for 72 hours or as directe�i by C:ity.
$. Wl�en �Sebble grade quicklime is uscd, alln�� the iz�ixture to cure far 2 tn 4 days.
9. Sprinkle the treated materials durin� the mixing and curing aperatic7n ta achieue
adequate 1lydratinil and }�rnper innisture cv�itent.
l0. At�er curirsg, resume mixing until a 11omo�eneous, friabie mixture is nbtained.
11. Afte.r mixing, �'ity will sample the mixture at rnadway mnlsture and test in
accnrdance witli Tex-101-E, Part III, to determine �omplian�e with the gradatinn
reyuirements in ?al�le 5.
7'alaie 5
Gradation Rec uirements :Vlinimum °/o Passin�)
Sier�e Sixe Base
1-3�'�} in. 1flQ
314 ii�. 87
No. 4 GO
F. C'ompactinn
1. Genexal
a. Begin cnn�paction immediately aiter final msxing.
b. Aerate and sprinkle as necessary ta pro�ide optiinum inoisture content.
c. Multiple iifts are permitted whe�� shown an ihe ❑raGvings or approved.
d. I3rin� each layer to the moisti►re content �iirectec�.
?. Roiling
a. Be�in rollin�, longitudinally at the sides and proceed toward the center,
or�erlappin� on suc�essi��e trips by at least one-half the �°i�th af the roller unit.
b. C?n superele�ated cu�ves, begin rc�lIing at the Inw side and prngress toward the
laigh side.
c. C]ffset alternate trips of the roller.
ci. �perate rollers at a spee�i between 2 anc3 b MI'Ii or as directeti.
e. Re�r•or�C. recompact, and refinish material that f'aits to meet nr that ]nses
re�uired mnisture, density, stahility, nr t7nisl� heforc �hc n�xt cnurse is placed or
the praject is atcepted.
1} Coi�tinue w°ork until speciCcation requirements are n�et.
2} Rework in accordance with Maintenance item of this 5ectian.
f. Prnnf'rnIl tlic lime treat�:d base course in accordance w=ith the fnllnwin�:
1 } Pronf' Rn�lin� Y
a) C'ity Prnject I�epresentaiive must be on-siie dtirin� proof rolling
operations.
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STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
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L1ME TREA'f'E17 F3ASE C:UIJkSL'S
P:�ge 8 of 4
b) Use equipment that will apply sufiicient load to identify soft spats that
rui or p�arnp.
t 1] Acceptable equipinent includes fully loaded sin��e-axle ��vater truck
with a l SQ�] gal}on ca}�acity.
�) Make at ]east 2 passcs wit}i the ��-oof rolfer [dnw°n and ba�k =] pass}.
d) Uffset eacl} trip by at masi 1 tire width.
e} If an unstable or nvn-unifarm area is found, c�rrect the area.
2} Corre�t
a) Sn�t spots that rut o�- puiz�� greater than 3i4 inch.
b) Areas thai are unstable or non-unifctrm.
3. Densiry Cnntro]
a. Cnm�act �intil the entire depth nf tl�e tnixrure has a�llieved a unifonr� density nf
not less than 95 percent of the maximum density as determined by ASTM
I3b98.
b. Moisture coi�tent: minus 2 to plus 4 aptimum.
G. Mainte�iance
]. Maintain the cntnpleted snil lime base in gond conditinn, satistactnry to the City as
tn grade, cra�m and crnss section until the overlaying oz- next course is coi�stnicted.
2. Keep surface of the campacted course maist ua�til co�ereti hy ather base or
pa�ement.
3. Rewarking a Section
a. When a se�tiUn is re�vorked withi�� 72 haurs after completion of compactic�n,
rework tf�e section ta pra�ir�e the required de��sity.
b. When a sectsnn is rewarked mare than 7? hours after cnm�letinn of'
cninpactinn, add additionaI lime at 2S percent ot�the percentage s�re�it7ed.
c. Rewarkin�* inclucies loasenin�*, addin�r malerial �r rema�ing una�ceptab�e
material if necessary, mixin� as directed, campactin�, and finisl�in�.
I�. I'inishing
1. After coinpletin� campactioi� of the final course, clip, skin, ❑r tight-61ade the
surfa�e nf the litne-treated inat�rial with a maintainer nr suhgrade t�-iinmez- tn a
depth n�' a�prnximately ] 14 incl�.
2. f�eino�e Loosened material and dispose of ai an appro�'ed location.
3. RnII the ��ipped s�irface i»imediately wit11 a pneumati� tire rnller until a smncath
surPa�e is attained.
4. Eldd sinall anlnunts ofwater as need�d during rnlling.
5. Shape and maintain the course and surface in conf'ai7nity with the typical sectinns,
lines, and �rades shown on the Drawings or as directed.
I. Curing
1. C:ure %r the minimum nui�iber of days shown in T'able b anc� k�y finished pa�emeni
type:
a. Cnncrete pa�ernent
] ) S�}l�l[i�CIG Gy'ltI'] ��=ater
2} Maintain moisture durin� �uring
3} Do i�ot altow equipinent oii the rnisl�ed course dt�ring curii�g excepi as
required fnr sp�-inkling-
b. Asphaft Pavement
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l l F�3 - 9
L1ME TREA'f'E17 F3ASE C:UIJkSL'S
P:�ge 9 of 4
1} Apply an asphalt material at a rate af U.Cl5 ta C1.2U gallan per square yard.
2} Do noi allow eyuipmeni on the finis��ed co�rse dt�rin� curin�.
3.S
3.G
T.�hke 6
Minimum C�rin Re uirements Before Placin 5ubse uent CnUrses'
I�ntreated Material � Curin (Uar-s}
P[ 5 35 � 2
PI�35 5
1. Subje�t to lhe :�ppro4'al uT the City. Proof rofiing maV be reyuire�3 as
an indicatur ut adeyuata curin�.
2. Begin pa�ing operations or add courses wit��in 14 calendar days of final
cv�npa�tion.
REPAIRIRESTDRATI�N [N+OT []SED]
R�;-I�fSTALLATI�N �N�T USED�
3.7 Q[]AL[TY COI�THOL
A. Uensity Test
].. C'ity Prnject .Representative must be nn site duriilg de�lsity testi�lg
2. C'ity t� ineasure density c�F time treated base course in accardance �vith ASTM
D6938.
3. Spacing dire�ted hy City { 1 per hln�k miniinutn].
4. City Project I�epresentati��e determines density testin�* lacatians.
B. I]epth Test
1. In-place depth will be e�atuated for each SC1U-foat roadway section
2. Determine in a�cnrdance with Tex-140-E in hand exca�at�d haies.
3. ��or each �OU-Foot section, 3 phenolphthalein tests will be performed.
4. City Prnject .Representative dctermines deptl� testin� incations.
3.8 SYSTEII� START[?P [NOT USEU]
3.9 ADJUSTII�G [N�T USEUJ
3.10 CLEA.V[1�G [NQT [JSED]
3.11 CLDSE�UT �CTIVITIES [��T USED]
3.12 �R�TECTIQN �N�? []SED�
3.13 MAINTENANCE {NOT US�:D]
3.14 �TT,4CHMENTS [N�T USFQI
END QF SECTiQV
Re�-isinn I.og
1.]A'C'� NAMF; 5(1i�iMA�LY Ul�' C'.H.ANCiI�.
C'I"I'Y []F' P[)R'C' �i'C)It1'H ['[)H[] A��artments
5TAV1)AI�1:] C'[]NS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-i1l�l
tte�ised Decem�cr ?i}. �{}� �
3� l":' l6 - l
ASF'HAL'1' I'AVIN[�
Page 1 of ?5
sECT�vN �a lz i�
ASPHAI.T PAVFNG
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian Iz}cludes:
1. Constructin� a pavement layer camposed of a compacted. �iense-�raded mixture of
aggregate and as�l�alt l�inder f'or surf'ace or base courses
I3. De�iations from this City of l� ort Wortll Standarc� Specificaiion
l. None.
C. Related Specifi�ation Sections include, but are not ne�essarily limited to:
].. Di�•ision 0- Bidding Reguireme�lts, Cvntract Farms, and Conditions �f the C'ontra�t
2. Division 1- General IZequirements
3. Section 3? D] l7 - Permanent Asphalt Pa�ing Repair
l.Z PRICE AND P�YMENT PR�CEDi1R.ES
A. Measuremeni and 1'ayme��t
].. llsphalt Pa�ement
a. Measurement
1} Measuremeni far ti�is Item shal� be by tfie square yard of completed and
accegled as�halt paveme��t in its final pasition for ��arious:
a) Thickrzesses
h} Types
b. Paymei�t
1} The wark performe�i and niaterials furnished i�� accordance with this Item
and measured as pra�ided under "Measurement" wilI be paid for at the unit
}�rice bid per
c. The prire bid shall include:
1} �haping and fine �rading the place3nent area
Z} Fu�7�ishing, ]nading, unlnading, staring, hauling and handling alI materials
including frciglat and rnyalry
3 j Tratti� �ontrnl fnr all testi i�g
4} Asphalt, aggregate, and additive
5} Materials and w°ork needed f�r correcti�e a�tion
b} Tt'ia1 bat�hes
7J Tack coat
8) Remn�al andlor swee�i�lg excess material
2. H.M.A.C. Transition
a. Measurement
1} Measuremeni far tI�is Item shalI be by the ton of c�mposite Ha[ Mix
Asphalt required for 1-�.M.A.C. �1"ransitic�n.
b. Payment
C'1"fY [)F F[)1tT' �i'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'oNSI'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l":' 16-2
ASF'HAL'1' PAVIN[�
Page 2 of "?5
1} 'I'he wark gerformeci and niaterials Furnished i�� accordance with this Item
�3nc3 measured a5 pra��ided uncier "MeaSurement" wil� be paid far at the unit
price bid per ton of Ilot Mix Asphalt.
c. Tlae price hid sh�ll include:
]) Shaping a��d fine grading the rnadbed
?} Furnisliin�, loadin�, u�}toadin�, sCorin�, hauling and hazidlin;r alI inaterials
including frei�ht and royalty y
3} Tratfic �ontrnl �nr all testing
4) Aspl�alt, aggrcgatc, and additiue
5} Materials and work needed For c��rrecti�e action
6} T'rial batches
7) Tack �oat
8) Rexnn�al aiid!��r swee�ring excess �naterial
3. Asphult Base Course
a. Measure3nent
]} Meas�trement tnr this Item shall be by th� square yard of �lsp3�ait Base
C'o«z-se com�leted arid accept�d in its tinal positinn �nr:
a} Various il�icknesses
b) Various types
b. Payment
1} The �=nrk �rerfor�ned and tnaterials tutmished in accnrdance witl� this Item
and measured as pra�ide�3 under "Measurement" will be paid fc�r at the unit
price bid per syuare yard of As�halt 13ase L:ourse.
c. The price hid sl�all include:
l) Shapiitg and fine �radial� th� rnadbed
2} I'tirnisliin�, loading, ui�laadii��, storin�, liaulin�; and ha��dling a11 materials
includin� frei�ht a»d royalty
3} Traf��c contrnl fnr all tcstii�g
4) �1s�halt, aggregate, and additi��e
S) Materials and wnrk needed fnr co��-ecti��e actinn
6} Trial batches
7} Tack coat
8} Rernn��al and.��rr sweepsng excess material
4. H.M.A.C:. Pavement Level Up
a. Measure�nent
1} Measureinent far tl}is ltem shall be hy the ton af I[.M.A.C. coinpleted and
accepted in its tinal positinn.
b. Paytnerst
1} The wark perfarmed and iaiaterials furnislied in accordance with this Item
and measured �f5 �ro�ided under "Measurement" will be paid for at the unit
pricc bid per t��n �rt H.M.A.C.
c. The price bid shall include:
]} 5hapin� and tine grac�in� the rr�adhed
2} I'�irnishin�, loading, ur�Ioadi���, storin�, haulin� and h�u�dlin�, all materials
in�luding treight and royalry y
3) Traf�ic �ontrnl fnr all testing
4) f1s��halt, aggregate, and additi��c
S} Materials anc3 �vork needed for correcti�e a�tion
6} Trial batches
C'1"fY [)F F[)RT' Gi'()It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l":' 16-3
ASF'HAL'1' PAVIN[�
Page 3 of ?5
7} Tack caat
$} Remo�al andlor sweepin� excess rriaterial
5. H.M.A.C. S}�eed Cushin�
a. Measureinent
1} Measureme��t for this Item shall be per eacf� I-i.M.A.C. Speed Cus��ian
install�d.
b. Payment
1} The �,=nrk performed and znatersals furnishcd in ac�ordasa�e «�ith this I.tem
and measured as �ro��ided �mder "Me�surement" will be paid for at the unit
price bid per eacl� 1-�.M.A.C. Speed C;ushion instalted an�l accepted in iis
fiilal �osition.
c. The price hid shall include:
]) Shaping a��d fine grading the rnadhed
2} Furnisliin�, loadin�, u�}toadin�, sCorin�, hauling and haiidlin;r alI materials
including frei�ht and retyalty y
3} Tratfic �ontrnl �nr all testing
4) Aspl�alt, aggrcgate, and additi���
5} Materials anti work needed For c��rrectir�e action
6} T'riaf batches
7) Tack �oat
k} R�tnnval andl��r swee�ring excess �naterial
f �� :�. �.�I.�l..�.�1►'[�.�
A. Abbreviatians and A�ronyms
1. RAP {reclaimed as�lialt pa�ement)
2. SAC' {surfa�e a�gregate classitication}
3. BR.SQC (Bituminniis Rated Source Quality Cataing}
4. AQME' {Ag�regate C7uality Manitors��g Program)
5. H.M.A.C:. tHot Mix Asphalt Concretey
b. WMA ( Warm Mix Asphalt)
B. Reference Standards
1. Referen�e stanc�arr�s citec� i�� this specificatian refer ta the curreni reference ytandard
published ai the tir��e of the Iaiesi revision date lo��ed ai the e�d of this
specificatio��, unless a date is specifically cited.
2. National lnstitute �f 5tandartis ai�d Technola�ry �NIST}
a. I-iandba�k 44 - 2aU7 C�c3ition: S�aecifications, 7'olerances, and Ot�3er Technical
Requirements for Wei�hin� and Measurin� Devices
3. ASTM Internatinc�al il15TM}:
a. ASTM Db[]84 - Cl{� Stai�dard Test Meihod far Elastic Recovery of Bituininvus
Materials by Ductilometer
4. Elinerican Associatinn of' State Highway and Transpnrtatian t7tticials
a. MP2 Standard Sp��ifi�atinn fnr S��perpave Volumetric Mix i]esign
b. PP2x Standard Practice for Superpave Volumetric Desi�n for Iiot Mix Asphalt
(HMA}
c. T 201, I{.inematic Viscnsity of 1lsphalts (F3itum�ns}
d. T 2[]� Standard Method n� Test fnr Viscasity vf�As�halts by Vacuun� Capillary
V iscon�eter
C'1"fY [)F F[)1tT' �i'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'oNSI'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l":' 16-4
ASF'HAL'1' I'AVIN[�
Page 4 of ?5
e. � 315 Siandard Method af'Test for Viscosity ❑etern�ination of Asphalt Binder
Llsia�� R�tational Viscon�eter
f. I'1' 1-93 'I'est Meth�d fc�r Detenninin�, the Flexural Creep Stiffa�ess vf Asphalt
Binder Using the 8ending Beam Rlienmeter (BBR}
5. Texas llepartment of Transportaiion
a. Bituix�inous Rated Snur�e Quality Cataing {F3RSQC}
b. TEX l OQ-F, SurveyiTig and Sa�a��lir�g Snils for Hig1l��ays
c. Tex 1�G-F, Calculating the k']asticity I�tdex nf 5nils
d. Tex 107-i�, Uetermining lhe �3ar Li��ear Shrii�ka�e of Soils
e. Tex 2U[l-F, Sie�e Analysis of Fine anci Coarse Ag�;regates
f. Tex 203-F, Sand Lyuivalent Tesi
g. Tex-2[]4-F, Dcsign of Binimiilnus Mixtures
h. Tex-207-F, CJetermining T7e�lsity o��Cnmpacted Bit«ininaiis Mixtures
i. Tex 217-�, L�eterinini��� Ueleteriaus Material and Decantatian Test for Caarse
Aggregates
j. Tex-2?6-F, IndireGt Tensile Strengtl� Test
k. Tcx-2?7-.F, Thenreti�al Maximuzn 5pe�itic Gra�ity nf Bituminnus .Mixtures
1. Tex-243-f'. Tack C:oat Acihesi�n
m. I'ex-244-f�', 7'herinal proC�e oi Ilot Mix Asphalt
n. Tex 28Q-F, Determir�at.inn ofFlat and Flongated Particles
n. Tex 40f-l�,, Material Finer Than 7S ��tn [No. 2�Dj Sieve in Mineral Aggregates
(L7ecantatian Test for Concrete A�gregates}
p. Tex 4U$-A, �rganic lia�purities in F� ine A��Tregate for Concrete
q. Tcx 410-A, Abrasion nf Cnarse Aggregate usii�g tl�e L.ns Angeles .Maclaine
r. T�:x 41 1-11., Sauildness nf Aggregate hy [Ising Sndiuil� Sulf'ate nr Magnesium
s. Tex 46D-A, I]eterrninin� Cruslied Face Particle Count
t. Tex 461-A, De�,�radation of Coarse A�gregate by Micro-I]eval Abrayion
u. Sulfale
v. Tex-S30-�', Etfect of� Water c�n Hitumit�ous Paving Mixtures
�_. Tex-54[]-�, Measurert�ent Qf Poiymer Separation on Heating in Modi�ied
Asphalt Syste�ns
x. Tex-541-C, Rollins� �I'��in �'ilm Uven Test for Asphali t3inders
y. 'I'ex-92(]-f4. Verifyin� the Accuracy of Urum Mix 1'lant f3elt Scales
z. Tex-9?I-K, Verifying the Accuracy nf�Hot Mix Pla��t Ilsphalt Mcters
aa. Tcx 923-K, Veri[ying the Ac�uracy nf Liquid Additi�•e Metering 5ystems
1.4 ADMiNISTHATIVE REQ[rIREMENTS [N�T USED]
l.5 ACTI�N SllSM�TTr1LS [N�T LISED]
1.6 ACT[ON SUSMITTALSIINFURMATIaNAL SUBMITTALS
A. Asphalt Pa�in� Mix L]esi��: Submit far appro�al. See 2.2.B.1.
C'1"fY [)F F[)1tT' �i'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'oNSI'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l":' 16-5
ASF'HAL'1' I'AVIN[�
Page � of "?5
l.7 CLQSE�[TT SLIBM.iTTALS [N�T USED�
1.8 M�INTENANCE MATERIAL SUIiMIT'TALS [NQ7' [75EDj
1.9 QUAL[TY ASSURAI�CE [NQT [15ED]
1.10 ❑ELIVERY, STfl1tAGE, A!V'U [-IAwDL1NG �NDT L]SEDJ
1.11 �'IELD CDND[T1�hS
A. Weather Condiiit�iis
1. FIace mixture when the rnadway surface temperature ss �q«ai tn or higher than the
temperatures listed ii� Table 1.
Table ]
Minim�m Pa�ement Surface `I'�
���iginally Speril�ec� High
Temperature Sinder
Crade
��inimum Pavement Surface Tempea•atures in
De rees �ahrenheit
SubsuR•face .La_ye�•s ar Sua�face Layers Placed sn
Night Pa�►�ing �peratians Daylight �perations
PG64 nz- ln�=ea- 45 SD
PG 7f] 55' 6(]'
PC� 76 vr hi her �iD' 60'
f Contract��rs may pave at temperatures 1 U"F lower tha�� the values shown in Table 1
when utilizing a�a��ii�g prn��ss including WMf1. or eyui�ment that eliininates tl��rn�al
s�gregation. .Irs su�h cases, the cvnrractnr nnust us� eitl�er a hand held th�rmal ca�nera
or a hand held infrared [hennometer operated isi accordance with T�ex-244-I� ta
deinoi}strate ta the satisfactian of the C'ity that the uncctmpacted n�at has no inore tl�an
ltl� F of thennal ser�re�atian.
2. Unless atherwise sho�vn on the ❑rawin�s, place mixtures only when weather
ronc�itions and inaisture Londition5 of the roadway surface are suitable in the
opinion n# the ��ity.
1.12 WARR�Al�7'Y [NOT iJSED]
PART 2 - PRQDi]CTS
Z.1 DV4'NER-FURNISHEU PRODUC"iS [NpT USED]
2.� MATERIALS
A. General
].. Fu�-nish uncnntazninated materials of unifnrm quality that rneet tlie req�iirements of
the Drawin�s and speciiications.
2. Notity the �'ity nfaIl �nateriaf snurces.
3. Notity the �'ity laefore changing any �naterial source nr fonn�ilation.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l":' l6-G
ASF'HAL'1' PAVIN[�
Page 5 of ?5
4. When the Contractar makes a sotirce or formulation change, the Ciiy �vill verify
[hat [he reyuirements of this specification are mei an�l t��ay require a new labc�ratory
mixture desi�n, trial batch, or both.
5. ?Iie City may sample and test project materials at any time duriiag the praject to
verify camp�iance.
G. Th� depth of the compacted lift shn�ld be at least 2 times the nnminal maximurn
aggregate size.
I3. A��regate
1. General
a. Fui7�ish a�rre�ates frc�m sources that ronform ta the reyuireinents shown in
'I'able 1, ar�d as speciFed in this Secti�n, unless oiher���ise shorvn on tl�e
Dra���ings.
b. Pro��ide aggregate stnck�iles that meet tl�e detinitinn in t�is Section far either
�oarse ag��re�ate or fine a�;�re�ate.
c. When re�lai�ned asphalt pa��ement {RAP} is all�wed by ❑rawing note, pro�ide
RAP stnckpiles in accordance u�itk� this Sectinn.
d. Aggregate fi-nm RAP iti nnt required to ineet Tabl� 2 reyuirements unless
ot��er��vise shc�wn on the �rawin�s.
e. Supply mecha��icalIy cruslied �na�•el or stane ag�regates that meet t€�e
delinitions in `�'ex 1 UU 1:.
f. 5amplcs must be frnm il�aterials prnduccd for the �rnject.
g. The City will establish the surface aggregate �lassi�ication (5AC} and per['orm
�.os An�;eles abrasion, ma�nesium sulfate soundness, and Micra-lle��al tests.
h. Perform all other a��,�•egate yualiiy tests listed in Table 2.
i. Dncuiz�ent all test r�sults na1 the mixnire design repo�t.
j. The City may �rertn�7ii tests nn independent nr s�lit samples to �=erify
C ontraclor test resiilty.
k. Stockpile aggregates far each source and type separately and desi�rnate for tlie
City.
l. Determin� aggr�gate gradations i�or tx�ixture design and production testing
based on the �°ashed sier��e analysis gi�en in 7ex 2DU F, Part II.
C'I"I'Y []F' F[)RT' �i'C)k"1'fi ['[:)I-I[] A�artments
S'fAVI)A121:1C'ON51'[2l;('7'TC]N SPECI}"IC'ATI(]N f](:]C[1A7ENT5 13'RC'19-{}lal
t�e�ised DeccmUcr �{}. �{}��
3� l":' 16-7
ASF'HAL'1' I'AVIN[�
Page 7 of ?5
snc
Table 2
A re atc Qualitr= Re uirerrt��tits _
Py�op_erty � Test l�Iethoc� .
_ �oa�•se Ag�regate -.. _.
AQMP
Deleterious anaterial. nercent. max
11e�antattan, per�eni, max
Micrn-De��ai abrasinn, percent, max
Los An�eles abrasion, �ercent; max
Ma��;esium sulfate soundness,�cles,�perceni, max
Cnarse aggregate angularity, 2 cnisl�ed faces,
ner�e�tt, min
Flat anci
Linear
?ex-217-I=, Part I
Tex-Z 17-F, Fart II ..
Tex-4bi-A
'I'ex-41 U-A
'l"ex-� 11-A
Tex 46Q-f1., Part I
Re ux��ement
q... ___ ...___.
As shnwr� on
Drawings
1.5
1.5
Note l
4C]
3 U'
S�;
1 i}
3
5:1, per�ent, m�ix � Tex-2$U-F
tx�ax
Fine
Tex-107-E
Cambined A a�e ate
Sai�d e uivaleni. �erceni, �ni�l 1'ex-2[]3-P 45
1. Not used inr acceptan�e ru�•pnses. []sed hy Ehe C'ity a, mi indicatnr nf che ��ced tnr further imesii�attnn.
?. Unlcys athen�,°ise shown on ti�e I]rnvings.
:i, ilziless ncllerwise shnw•n nn the Drawin2s. CJnly ap�iies m crushed gra��el.
m. Cnarse Aggre�ate
1} Coarse aggregate st��kpiles must lzave nn more than ?0 per�e��t material
passing ii�e Na. 8 sie�e.
2} Maximum ag�rregate size should not be over halFof the praposed lift depth
to prevent �article nn parti�3e cnntact issues.
3) Pro�ide aggregates ti-om sources Iisted in t}ae SRSQC.
4} Provide aggregate fr�m unlisted sources onfy when teste�i by the City
anci�'or approved �eFore use.
S} Alla�� 30 calendar days far the City to sample, test, and repart results for
unlisted sources.
6) C"lass F3 aggregate meeting all nther requixements in Ta�s�e 2 may be
blended with a C'lass A ag��re�ate in orc�er to meet requirements f�r Class A
inaterials.
7) �,7Vhe�1 blei�ding Class A. and B aggregares to meet a�lass fl rec�uirement.
ensure that at ]east 5�7 percent by weigl�t of the n�at�rial retained nn the
No. 4 sieve �o�nes firom tke C:lass fl aggregate source.
S} Slend by �olume if the bulk specitic gravities of the Class A and B
a��regates differ by more than C1.3UC1.
9) When blending, dn nnt use Class C nr I] aggregates.
] D} Fvr blending pur�nses, cnarse aggregate i�ro�xs RAP will b4 �onsidered as
C'lass �3 ag�regate.
11) Prv�°ide �oarye a��rrega[e wiih at leasi ihe miniinum SAC shawn an the
Drawii�gs.
]2} S�1C requiren�ents apply only to aggregates used on the surt'ace nftravel
tanes, un�ess otherrvise showii on the llra�vin�s.
n. RAP is salva�ed, milled, pt�l�eri�ec3, broken, �r crushed asphalt pavement.
1} No F�AP �ern�itted for TYPE D H.M.II.C.
Cl'fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l":' l6-k
ASF'HAL'1' I'AVIN[�
Page 8 of ?5
?} Llse no more than 20 percent RAP on TYYE B II.M.A.C. unless aihei��ise
showr� on the Urawings.
3} C:rush or break [tAP so that laU percent vf the particles pass the 2 inch
sie�=e.
4) RAP from either Cnntra�tnr or City, including RAP generated during the
project, is permi[ted �tinly when showii on the Drawings.
S} City-owned I�AP, if alIowed for use, will be a�ailable at the location
showr� on t11e D�-awings.
6) When R.AP is used, determine as�halt content and gx�adation f'ar mixture
design purposes.
?} Perfarm ather tesis on RAP when shawn on the I]rawin�s.
$) Whe�� RAP is allawed by �1ati tiote, use nn more than 3Q }�ercent RAP in
Ty��e f1 nr B mixtures unless otherwise shnwn on the Draw�ings.
9} Ua nat use RAP coi�taminated with dirt c�r other objectio��able materiais.
lU] Ua not use the IL4P if tI�e ciecantation �alue exceeds 5 percent �nd t��e
plasticity index is greater t11az� �.
] 1) Test tt�e stn�kpiled RAP fnr de�antativn in accnrdan�e with the lahnratnry
inethad �iven in 7ex-�06-A, Yai�t I.
12] Determine ihe plasticity inc�ex usin� Tex-IU6-L: if the �iecan[ation value
exceeds 5 percei�t.
] 3] Tl1e decailtation and p�asti�ity index requirements do not apply tn RAP
sam��es with �sphalt remn�ed hy extractinn.
14] Do not intermin�le Coniractor-ow'ned kAP stockpi�es witl� City-o�°ned
RAP stockpiles.
15) Remo�e unused C'antra�tor-owne[i RAI' material fram tl�e project site upon
�nmpletinn ���th� prvject.
1G} Retun� un�sed �'ity-nw=ned RAP tn the designated stockpll� �ocatinn.
o. Pine A�;�;re�;ate
1} I'ine ag�re�ates consist of manuiactured sands, screeninbs, and felci sands.
Z) Fine aggregate stnckpiles must meet tl�e gradatinn requiremcnts in Table 3.
3} Sup�ly fit�e aggregates that are tree frmm �rganic imp«�'ities.
4} The City inay test the tine a�gre�ate in accor�ance with Tex-4U�-A ta
�erify t��e material is Li'ee fro�n arganic impurities.
5) At n�nst � 5 percent �f the total aggregate may be tield s�nd or nther
uncrushed t7ne aggregate.
5} With the excepiion of fielci sa��d, use iine a�;r�re�ate from coarse a�r�regate
sc�urces ii�ai meet t��e reyuirements shown in �Table 2, unless atherwise
apprn�ed.
7J Ii' I D percent ar more of'th� stockpile is retained nn the No. 4 sie�°e, test the
sto�kpile and verif'y tlzat it meets the require�nents in Tahie l f'or caarse
a��;re�ate an�ularity [Tex-4bU-A} and tlat and elan�ateci partacles
{Tex-28U-F}.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l":' 16-9
ASF'HAL'1' I'AVIN[�
Page 9 of ?5
G��adation
Sieve Sixe
3,�„
#8
#2�Q
Table 3
uirements fnr Fir�e
perrent Passin� by VL'eight o��
Valume
1 C1U
7Q—lOfl
Q-3Q
2. Mineral Filler
a. Mineral tiller coi;sists of tinely dir�ided inineral matter such as agricultural
liille, crusher fines, hydrate�l liine, ceme��t, or fly ash.
b. Mineral f.iller is allnwed unless ntherwise shn���n nn tl�e Drawings.
c. Dn nat use �nnr� than Z per�ent l�ydrated ]in�e or ccmeilt, unless ntllerwis�
shown oi� the Urawings. The []ra�vings muy require or disallo�� specific
mii�eral tillers. When used, pro��ide mineral �ller that:
1 J Is suff.iciently dry, frce-t]nwing, and �rce trnm clum}�ti and fnreign matter;
2} Does nnt ex�eed 3�ercent linear shrinkage w=hcn tested in accordance �=ith
7�ex-1�7-�: anci Fneets the gradation require�nents in Table 4.
Table 4
Gradatian Reguirements for'�iineral Filler
percent Pxssing 6y Weight nr
Sie�e Size Valumc
#� 1 C3U
#20U 55-1 [lU �
3. Baghause Fines
a. Fines colle�ted by the haghozise or other dust-cnllectirig equipment rnay be
reintroduced iiatn the mixing drum
4. Asphalt Binder
a. I'�ii3�ish t��e type arid grade af perfonnance-�racied (�'G} aspl�alt binder specif�ed
as fnllnws:
] ) Pertonr�ance-Graded Rinders (PG Sinders}
a} Must be sm�ath and h�mogeneous
b) Shaw no separatic7n wiien tested in accordance with Tex-54fl-C
�) Meet Tabl� 5 re9uirements
C'1"fY [)F F[)RT' Gi'()It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
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.i2 12 l (� - 12
ASF'HAL'1' I'AVIN[�
Pxge 12 of "?5
1
2
3
4
�
6
7
8
9
10
ll
I2
13
14
1�
16
17
lK
19
2fl
21
22
?3
�4
25
26
27
28
29
3U
31
32
33
34
35
36
37
38
39
4{1
�I
4?
43
44
45
46
47
48
b. 5e�aration testing is nnt r�quired if':
1) A moditier is introduced separately at the mix �rlant either by ir�jection in
tlie asphalt line or znixer,
2} The bin�ier is blencied oi� site in continuoirsly agitated tanks, or bincier
accepl�ince is based on reld samples taken fron� az� in-Yine san�p�ing part at
the hnt mix plant after tl�e addirinn of moditi�rs.
5. Tack Caat
a. Llnless ati�erwise sh�wn on the flrae�iz�gs or appror�ed, fuinish C`SS-1H, SS-L1-i.
nr a PG binder with a miniinum high-tem�erature grade nf PG S� fnr ta�k cnat
�Sinder in aecnrdance w=ith SeGtion 2.2.A.5.
b. Additi�ves
a. G�nera]
]) When shown on the Drawings, use t�te type and rate nf additi�e s�e�itied.
?} Other additives that facilitate mixing or i�npro��e the yuality af the mixture
inay i�e allr�Gved when appravei�.
b. Liyuid Antisirippin� Ageni
1} Furnish and incnr�nr�te ali required asph�lt antistripping agents in aspl�alt
�on�rete ��aving mixtures and asphalt-stabili�ed base mixtures to tneet
moisture resistanc:e testing requirements.
2} Provide a liyuid antis[ripping a�ent that is uniform and shows no evidence
of crystalliz�i[ion, settlii�g, or separation.
3} F.aisure that all liquid a�atistripping agents arri��e sn:
a) Prnperly label4d and unopen�d cnntainers, as shipped frnm the
manufaciurer, or
b) Sealed tanlc trucks witli an invoice to �ho��v wntents and c�uantities
�) Pm�•ide prnduct in�nn��ation to the City i�icluding:
{ 1} Material satety data sheet
{2) Spec:i�c �rar•ity of the agent at the man�faeturer's rec:ommended
adtiition temperature,
{3� Manufachirer's reco�ninended dosage range, and
{4} Handling and storage instnicti�ns
4} Addition of lime or a liyuid antistripping a�rent at the Mix Plant,
incorparate into the binc3er as Follor.vs:
a) Ha��dle in accordance with tlie mai��facturer's re�ommendations.
h) Add at tl�e manufacturer's recommended additinn ten�perature.
c} Add into the asphalt line by mea��s af an in-line-rnetering de��ice.
c. �,iquid Asphalt Additive Meters
1} Pro4°ide a means ta check the accuracy of rneter �utpui for asphalt primer,
tluxing material, and ]iquid additi��es.
Z} Furnish a meter that reads it� increments vf'O.I ga�. nr ]ess.
3} VeriFy accuracy of the meter in accarciance wiih Tex-923-�.
4} Ensure the accuracy af ihe meter within 5.0 percent.
7. Mixes
a. Desi�;n Requirements
1} llnless atherwise shown Un the Drawin�s, use i��e typical �4°ei�ht desi�n
exa�nple gi�en in Tcx-ZQ4-F, Part I, tv design a niixt�ire me�ting the
requirements listed in Tables 2 through $.
C'1"fY [)F F[)RT �'C)[�TH
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS
tte�ised Decem�cr ?i}. �{}� �
['[)H[:] A�artments
[YRC' I9-ii l4 I
32 12 l(� - 13
ASF'HAL'1' I'AVIN[�
Pxge 13 of "?5
1
2
3
4
5
?} Furnish the City wiih representaiive samples of all maierials used in the
mixture de5i��n.
3} The Ciiy will verify the mixture desi�n.
4} Tf the design caclnnt be veritied by the City, f'urnish another ��ixture design.
Table 6
Master Gradation Bands ( pea•cent Passin� by Weight or Valume)
ancE Valumetric Properties
Sie��e YB C D
Sixe �' 1�� Cvarsc Fine
Sase Surlaee Surface
6
7
8
9
t {1
11
12
13
14
1S
16
17
I8
19
20
21
?Z
73
24
25
26
.. ; _ ........ ----
1-11?" ` - -
� ° ��.a=� on.n .. �
3�4" 84.0-98.0 �s.n- � ao.o
1 i2" _ _
3!$" �fl.0-�(].f� . 70.0- 85.0
#4 4f1.[7-60.� 43.��-G3.D
#$ �9.0 43.0 32.0..�4.D
#3C1 13.C3-?8.[� 14.U-2$.0
#50 6.(�2U.D 7.U-21.0
#20fl 2.0-7.0 2.�--7.�
❑esign VMA', pereent Minimum
- 13.0 14.0
_ P1ant-k'�•aduced VMt�,.�er�ent Minimr�m
- 12.0 13.0
l. Vaicis in Mineral Ag�regates.
Table 7
Labnratar� Mixture 17esi n Prv�erties
Prape�•ty Test
Methad
98.[�lUC3.0
8S.0-IOQ.D
Sfl.[1-7�.�
35.0--4G.{]
15.C1-?9.0
7.[�20.Q
2.0-7.D
15.0
14.0
Requirement
Tar �t labnratrny-mnlded density, erc�ilt Tex-207-F 96.0'
Tensile strength (diy), psi {molded tv 93 -�e�_�2�_F 8S-Z[l0'
percent t I percent tlensity}
13aiI test� Tex-53t]-C: -
1. i;nless ntl�en�'ise sitnwn nn the pra��i�z�s.
2. A7ay exceed 20U psi �e�hen approvc:d and may �ie w�i���sJ �e�he�i appraved.
3. ilsed tn establish hascline fnr com�arisnn tn �rnductinn resuits. May he «�ai�ed when
�ippro�ed.
$. Warm Mix Asp��alt (WMA)
a. WMA is detined as additives or processes ti�at allow a reduction in the
temperahire at which asphalt mixtures are prnduced and pla�ed.
b. WMA is alln�red fr�r use at the Cnntractor's option unless otherwise shnwn an
the ❑rawin�y.
c. Produce an asphalt mixture within the temperature ran�;e of 215 degrees F and
275 der�ees F.
C'1"fY [)F F[)1tT' �i'C)It1'H
STAvi]ARl:7 C'oNSI'Eti;[' ITC]N SPE;C'I]�ICA"fT[:7N p[:]c'[1,ti4C�lTS
tte�ised Decem�cr ?i}. �{}� �
['[)H[:] A�artments
[YRC' I9-ii l4 I
.32 12 l(� - 14
ASF'HAL'1' I'AVIN[�
Pxge 14 of "?5
1
�3
d. When WMA is not required by llrawings, produce an asphalt mixture withiF�
the temperature range of 2 F S de��rees F and 275 de�rees �.
4 Z.3 A�'CESSORIES jN�T USED]
5 Z.4 SDi1RCE Q[]ALT.TY C�NTR��� [N�T []SEO]
fi P��IRT 3 - ExECUTi�N
7 3.l iNSTALLERS [NOT []SED]
8 3.z EXAMI]�ATT�h [I�OT LISED]
9 3.3 PREPAR�'�TI�N
1 U �. HatiIing D�erations
11 1. Before use, clean all truck beds ta ensure mixture is not contaminated.
12
13
14
?. When a release agent is necessary tn �oat tru�k heds, «se a release agent appro�ed
by the City.
3. Petrnl�um hased �rnd�icts, such as diesel fiiel, shnuld nnt he used.
15 4. If wind, rain, tem}�erature nr hau] distance itnpacts conling, insulate tnick hcds or
I6 ra�•er the truck bec3 �vith tarpaulin.
17 �. I��hauI tiixae in prnje�t is to be grca#er than 3D tninutes, insulate truck beds or cn�er
i 8 the truck u�d with tar�aulin.
19 3.4 INSTALLATIDI�
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A. Equipmeni
1. Genera]
a. Provide reyuired or necessary eyuipment ta prctiduce, haul, place, compact, and
care asphalt �oncrete pavement.
b. En:surc wcighing and �neasuring equipment cnmp�ies with speciticatinn.
c. Syn�}�rnni�e equipinent tv �roduce a mixture meeting the required praportions.
2. Productian Ec�Uipment
a. Provide:
]) Druzn-n�ix ty�e, weigh-batch, nr nioditied weigh-batch �z�ixing plants that
et�sure a ursif�nni�, �n�tinunus prndti�tinn
2} Automatic proportioning anc� measuring rier�ices witf� interlock cut-off
circuiis ihat stop operations if the contrul systern inallunctions
3} Visihle readnuts indicating the weight nr ��nlurrxe nf as�l�alt and aggregate
pro�nrtinns
4} 5afe and accurate means to ta�e required samples ioy inspectic�n forces
S} Pei-�nanent means to cherk the output of ineiering de�i�es and to perfarm
�alihratinn and weight checks
6} Rdditi��e-f'eed systems to ensure a unitnrm, continuous material flow in the
desired proporiion
3. Wei�hing and Measurin� LquipFneni
a. Creneral
l} Prov'sde ���eighing ai�d measu�'ing equipi�ent faa' i�aaterials ineasured nr
proportioned by weight or �aIume.
C'1"fY [)F F[)1tT' �i'C)It1'H ['[)I-I[.] A�artments
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ASF'HAL'1' PAVIN[�
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4.
?} Pra�ide certitied scales, scale installations, anc� measuring eyuipment
meetin�; t��e reyuiremen4s of NIST �-Euncibook 44, except tha[ the reyuired
accuracy must be U.4 percent of the Fnat�rial bein� weighed or measured.
3} Furnish leak-t'ree weighing cnntainers large enn�tgh tv hnld a complete
hat�h of the material heing measured.
b. Truck Scales
1} Purnish platfami truck scales capa�le af wei�hi��� the entire truck or tru�k—
trailer cnmbination in a single draft.
c. Aggregate Batching S�ales
1} Lqiiip scales used for wei�hing ag�rega[e with a yuick adjustment at 2ero
ih�t pro�ides far a��y chan�e in tare.
Z) Pro�ide a visual n�eans tl�at indi�ates the reyuired ��eigt�t fior each
aggregate.
d. Suspended Hopper
1} Pro�ic�e a meac�s for the adciition or the reino��al of sinall amounts af
�Txateria] to adjust t�e quantity tn the exact weight �er batch.
2) Ensure t�e scaic equipment is le�=e1.
e. Be�t Scales
1} Llse belt scales For praportionin� a��,rregate tl�ai are accurate ta within �.C3
percent based on t��e a�era�;e of 3 test ri�a�s, where no i�dir�idual lest run
exceeds 2.0 percent when cllecked in a�cordance with Tex-920-K.
f. �lspha(t Material Meter
1} Provide an �spl�alt material meter with an automatic digita� display of the
�olu�ne or weight al asphalt inaterial.
2} Verify tl�e accuracy af tIie meter in accordance �vith 7'ex-921-K.
3} Whe�1 using the asphalt meter �or payment ��ur�nses, ensure the a�curacy of'
the meter is within �.4 percent.
4} When used to measure coFnponent inaterials o��ly and not for payme��t,
ensure the ac:curacy of the meter is wit��in 1.0 percent.
g. Liq�iid As�halt A.dditi�e Meters
l} Prn�ide a nleans tn �heck tl�e accuracy of ineter nut�ut for asphalt primer,
tluxin� �naterial, and liyuid additi�°es.
?} I'�rnish a meter thac reads in increments of U.1 �allo�� or less.
3) Vcrity a�curacy n[��tlie meter in ac�ordance with Tex-g23-K.
4J Ensure t�e ac�uracy nf the metcr withi it 5.0 perce��►t.
Urum-Mix Plants. Pro�ir�e a mixin� plant that complies with the requireFnents
be�aw.
a. Aggregate Feed System
1 } Pro� zde:
a} A aninianum of 1 cold a�gregate Uin far each stockpile of indir�idual
materials used to praduce the mix
h] Bins designed to pre�ent n�ertlnw= n�� ix�aterial
�) S�alping scre�ns ar nther app�-n�ed tn�tl�nds tn remove any o�et'si�ed
material, rooi�, or atlier objectionable materials
d] A feed system to ensure a uniForm. cantinuotis material flow° in the
desired prn�nrtinn tn the dcyer
e) An integrated meaals for ir�nisturc cnmpensatian
I} Belt scales, weigh box, or ot��er approved de�'ices to zneasure the
wei�ht of ihe �oinbined aggre�ate
C'1"fY [)F F[)RT �'C)[�TH
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�} Ca2c� a�gregate bin flow indicatoi�s ihat autc�inatically signal interrupted
material flow
b. Reclain�ed Asphalt Pavement (RAP] T�eed System
]} Pro�ide a separat� system tn ��=eigh and teed RAP intn the hnt mix pla�lt.
c. Mineral FilIer Feed Systetr�
1} Pro�ide a closed systein For anineral filler that maintains a constant supply
with Fniniinal loss of material through the exhaust system.
2} I�1ter�nck the measurii�g device into tl�e automatic plant cna�trols to
autn�natically adjust the sup}�ly nf anineral 1�iIler tc� ��ai�t pradu�tinn and
provide a consistent percenta�e Lo the �nixlure.
ci. Heatin�, Dryin�, and Mixing Systems
] ) Pro�ide:
a) A dryer nr mixing systcm t�� agitate the aggregate duri��g heating
b] A Iieatin� sys#em that cantrals the temperature durin� protiuction ta
pre�ent ab�re�ate ancl asphalt l�ia�der dama�e
�) A heatit�g syst��n that cv�npletely hzirns tuel and lea�es no residue
d} A recnrding thermnmeter tl�at cnntinuously ix�easures and re�nrds the
mixture discharge temperature
e} Dust callectic�n systean to coLleci excess dust escapin� froin the d�m.
e. Asphalt Bincler Equipment
1 j SuppIy equi�rir�ent tn heat binder tn the required te�nperature.
Z) F.quip the heating apparatus wstl� a contir�un�isly re�nrding therinnmeter
Iocated at the highest temperature point.
3} Produce a 24 hour chart oFt1�e recorded temperature.
4} Place a device �vith automatic te�iiperature coiiipens�tion tf�at accurately
�lzeters tl�e hinder in the Fine leading t� t�se mixer.
5) Furnisk� a sampling �nrt on tl�c line hetwcen tl�e stnrage tank aa�d inixer.
Supply a�� adciitional sa�nplin� port between any additi�e bLendin�; device
anc3 mixer.
f. Mixtur4 Stnrage and Discha�-ge
1} Pro�zde a siirge-stnrage system tn �ninimize intemiptions during nperations
unless otIiei�vise appra�ed.
?} I'urnish a�;ob hopper or other de��ice to minimize se�regatian in the bin.
3) Pro�ide an autnmated systerr� that weighs the mixnire upnn dis�harge and
produces a ticket shnwing:
a) Date
b) Prc}ject identification number
c) Plant identiti�atinn
d] Mix identiti�atian
e} Vehicie identification
t� Total wei�ht of the load
�} Tare weight af the �'ehicle
h} Weight of mixture in each lnad
i7 Load m�n�ber or sequential ti�ket numher fnr the day
�. T'ruck Scales
y 1} Pro��ide standard plaif�rFn scales ai an approved Ivcation.
S. Weigh-Batch Plants. Provsde a mixing �Iant tt�at cnmplies with Se�tinn 2.2.B.4
"[]rum-Mix Plants," except as reyuired below:
a. Screening and Proportioning
C'1"fY [)F F[)RT �'C)[�TH
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ASF'HAL'1' I'AVIN[�
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b.
c.
1} Pra�'ide enough I�ot bins in separate the aggregate and to control
praportianing of the mixt�ire type specified.
a} Supply bins that discard excessive and aversizeci material t�irough
overf]nw chutcs.
h} Pro�ide safc acGess fnr inspectnrs ta obtain samples f.rom the hot bi»s.
Agg['e��ate Weigh Box anc9 �3atchin�; Scales
1} Pro�vir�e a wei�l� box and batching scales to hold and rvei�h a camplete
hat�h of aggregate.
Z) Pro�ide an autnmatic pro}�ortioning systerx� ��ith low bi� it�dicatnrs tl�at
autoanatically stop whei� material le��el in any Uin is nat sufficient to
ca�nplete the batch.
Asphalt �iinder Measuring System
1) Pm�ide hucket and scales o�'sufiicient ca�a�iry tc� �nld and ��eigh binder
for 1 batcl�.
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d. Mixer
]) Equi}�ment mixers witl� an adjustalale ai�tonlatic timer tl�at �o�itrots tlie dry
and w°et mixing �eriod and ]ncks the discharge donrs fnr the requir�d
inixing peri�ci
?} l�urnish a ptt� inill with a inixin� chamber lar�e enou�h to preveni spilla�e.
M�dified Weigh-F3at�h Piants. Provide a mixing plant tliat cntnpIies ��ith Section
2.2.B.5. "Weigh-Batch Plants," except as specifically descrihed helow.
a. Aggregate E'eetis
1} Ag�re�ate contral is reyuired at the cald feeds. [�oi hin screens are n�t
required.
b. 5urge Bins
1} Pra�ide 1 or more Uins Large ei�ough ia praduce 1 complete batch of
inixture.
c. Hauling Equipmcnt
1 j Provide trucks wit�i ersclosed sides to �revent as�halt mixture lnss.
Z} Co�er each load nf mixture with water�raoftaxpauIins.
3} SeFore use. clean all trY�c�C beds to ensure the mixture is not contaminated.
4} W��en necessaiy, coat the inside truck beds wiih an apgro�ed release a�e��i
f'rnm thc City.
d. Pla�ement and C'om�action Equipment
]) Pro�ide equi��ment tl�at dnes not damage underlying pa�ement.
2} C:omply with laws and re�,rulations concei�iin�; overwei�hi �ehicles.
3} Wl�en pennitted, ❑ther equipment that will consistently pr�duce satisfactary
results naay lae used.
7. Asphalt Pa�•er
a. General
1} Furnish a paver that will prndu�e a f�nished si�rface that n�eets longitudinal
and trans�erse pz-nfi�e, typical sectinn, aa�d �rlacement requireme�lts.
2} Ensure t��e paver does not support the weight of any poriion of hauling
eyuipine��t other tha�� the connectian.
3} Pro�ide lnading equipment that dnes not transmit vihratinns or ntl�er
n�ntions to the pave�- tl�at ad��ersely a��e�t the finished pa��ement quality.
4} Equi�� the pa�er with an aut�»��aric, dual, lnngitudinal-grade cnntt-nl system
and an automatic, trans�erse-�racie cor�trc�l system.
b. Tractor []nil
C'1"fY [)F F[)1tT' �i'C)It1'H
STAvi]ARl:7 C'oNSI'Eti;[' ITC]N SPE;C'I]�ICA"fT[:7N p[:]c'[1,ti4C�lTS
tte�ised Decem�cr ?i}. �{}� �
['[)H[:] A�artments
[YRC' I9-ii l4 I
.32 12 l(�- Ik
ASF'HAL'1' PAVIN[�
Pxge 18 of "?5
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1} �uppIy a tractor unit that can gush or propel �ehicles, clumping direci�y into
ihe finis�in� machine t� obtain the desired lines and grades fo eliminate a��y
hand tinishin�.
2} F.quip the ui�it wit11 a hit�h sut�icient to maintain �ontact betw�een the
1�auIing equipment's rear wheels and the finishsng machine's pusher rolIers
while mixture is unloaded.
c. Screed
]} Prn��ide a heated cnmpacting screed that will prnd��e a f.inished sur�ace
that �Txcets longitudiiial and transverse protile, ry}�i�al se�tinn, and
placen�ent reyuirements.
2} 5creed extensions must pro�ide the same compacting action and heating as
the main ursit unIess ntherwise ap�x-n�ed.
d. Crrade Refer�nce
1} Pro��i�ie a�;rade reference v��itI� enough suppart that the maximum
deflectian daes ��ot excee�i 1 i' 1 Fi inch between supports.
Z) Ensure that the lnngitudi»al co�ltrnls can n�erate frnzn any langitudina]
grade r�feren�e including a string ]i��e, ski, n�ohile string line, nr matcl�ing
shaes.
3} I'urnish paver skis or mobile strin� line at least 4U ieet lan� unless
otherwise a�pro�ed.
8. Material Transfer De��ices
a. Provide the specified type of de��ice when shown on the Drawia�gs.
b. Lnsure the cievices prar�icie a contin�ous, unifarm mixture 17o�v to the asphalt
�a�•er.
c. When used, �rovide windrnw pick-up equipment co��►structed tn pick up
substaniially ail roaciway mixture placeti in the windrow.
27 9. Remixiit� E�uipnient
28 a. Wheri required, prnvide equipn�ent that includes a�ug inill, �ariable pitch
Z9 augers, nr �ariable diameter augers nperating uilder a stnrage unit G�ith a
3fl 111ii7II11LllI1 C&pr�Cl[y Ut � i[]i75.
3 I ].fl. Motor Grader
32 a. When allawed, �ro��ide a self=pro�elled grader ��=ith a hlade length nf at least 12
33 feet uncl a wheelbase of ai least 16 feei.
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11. Hanciheld Infrared Thermometer
a. Prn�=ide a handheid intrared th�rmometea- meeting the requirements nt'
Tex-244-F.
12. RoIlers
a. The Cont�-actor may use any ty�r� of' roller to naeet the �radu�tinn rates an�i
quality requirements i�f the Cnntract unless ntherwisc sl�own on the Drawings
nr dsC'ected.
b. When speciiic types af equipment are required, use equipment that meets il�e
specified reyi�ireiiients.
c. fllternate Equi�ment
]} Instead ot'the s�ecitied equipment, the �ontractn�- may, as appro�°cd,
operate other cornpaction equipment that produLes equivatent resu�ts.
2} Discontinue the use c�F the aLter��aie eyuipmeni and fuinish the speciiied
equi�tnent it� the desired results are nnt achie�ed.
d. City may requir� C�ntractor to sul�stitute �quipment if productinn rate and
qualzty reqiiireinenis of the Contract are n�t n1et.
C'1"fY [)F F[)RT' �i'()It1'H ['[)I-I[.] A�artments
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ASF'HAL'1' PAVIN[�
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1 13. Straighted�es and Templates. F'urnish lU Foot straighiedges and oiher templates as
2 reyuired ar appraved.
3 14. ❑istributnr �e�icles
4 a. I'ui-��ish ��ehicle that can achieve a uniForin iack coat placement.
� b. The no�zle patterns, spray bar hei��ht and distributian pressure must work
6 tngether tn produce unifnrm a�plication.
7 c. The �ehi�le should be set to pro�ide a'`dauble lap" or "triple lap" co�erage.
8 d. Nn7�le s�rray pattcnls should be identicat to one another along tl�e distrihutor
9 spray Uar.
IO e. Spray bar height shauld remain constant.
1 l f. Pressure witl�in tlie distributor must he ca�alale nf f�rc�ng the ta�k cnat material
I 2 aut nf� spray noz�Ies at a constant rate.
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15. Coring Equipment
a. When corin� is rec�uirerl, pro�ide eyuipment suitable tv obtain a pa�ement
spe�imeil m�eti�xg the dimensions t'nr testing.
B. C'anstructian
1. ❑esigrs, ��rnduce, stnre, trans�nrt, place, and compact the specified paving mixt«re
in accordance rvith the requirements of tl�is Section.
2. Unless otherwise sh�wn on the l7raG�ings, �rnvide the tnix desigt�.
3. The City will pertnrm quality ass�rancc (QA} testing.
4. I'rovide yuality� control [QC) testin�; as needed to meet the requirements of ihis
Section.
C. Praductian Uperatians
].. General
a. The City »�ay s«spend }�roductinn for non�om}�ltanc� w°ith this Section.
b. I'ake corrective acti��i and oUtain approvaI t❑ praceeci after any production
suspensio�� for nancompliance.
?. {7�eratinnal Tolerances
a. Stop production if iesting indicates tolerances are exceeded on any of the
following:
1} 3 consecutive tests nn any individua] sieve
Z} 4 consecuti�e tests nn any c�f thc sieves
3} 2 consecutive test5 on asphalt content
b. [3e�;in pr�c3uction only w°hei� test results or o[her information indiLate, to the
satisfaciion af the City, that the next inixture produced will be u�ithin i'a61e 9
talerati�es.
3. Stora�e and Heatin� of Materials
a. Uo not heat the asphalt hinder above the temperatures specified iii Sectio��
2.Z.A. nr nutside the manufa�turer's re�ommended �alues,
b. C?n a daily basis, �r��vide the City with the re�ords o� as�rhalt binder ar�d hnt-
mix asphuli discharge temperatures in accordance w°ith 'T�able �U.
c. C]nless atherwise appro�ed, do not st�re mixture fctr a period lon� enou�;h to
aftect tlie quality o� the mixture, z�nr in any case lnnger thara ] 2 k�ours.
4. Mixing and Discl�arge of Materials
a. Notify t1�e City of the target discharge teinperatw•e and produce the �nixture
wiihin 25 de�rees f� ❑f the tar�;et.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
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ASF'HAL'1' I'AVIN[�
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b. Mos�itor the temperature of the material in the in�ck before shipping to ensure
that it does not exc:eeci 35U cle�rees F. The C:ity will nat pay for or allow
p�ace�ner�t of any mixtLire produced at more il�an 35U degrees F.
c. CnntrnI the mixing tin�e and temperature so that substantially all moishire ss
remo�ed from ttie niixh�rc bef'ore dischargi�lg trnm the }�lant.
D. Place»Zent Qperatinns
1. P1ace the mixture to �neet the typical sectit�n rec�uire�nents and produce a smooth,
Ci�isheci surface or base co�rse with a uniform appearance arni texture.
2. (�tfset Iongitudinal_jni��ts afsuccessive cnurses nf hot mix by at least G inches.
3. Place mixture so Iongitudinal joints cm the surface course coincicle with lane lines,
or as directed. Ens�►re that a11 finis��ed surfaces will drain properly.
4. Wl�en End D«mp Trucks are used, ensur� the bed dnes not cantact the �a�er when
raised.
5. FIacement �an be �erformed hy hand in situatinns w=here the pa�er cannnt place it
ade�«ately due tn s}7ace restrictiot�s.
b. F-Ianc�-placin� shauld Ue n�inimi�ed to prevent ag�regate segregation and surface
texture issues.
7. All hand placement s��a�l be checked �n�ith a strai�t�tedge or template before rallin�
to ensure u��iformity.
8. FIace mixture within the cnil�pacted Iift thickness sl�nl��n in Table 9, «nless
ntl�ervvise shnwn nn tl�e ❑rawings or ntlierwise directed.
22 Ta61e 9
?3 Com acted Lift Thickness and Re uired Co�•e Hei
Compaeted I�ift Thickness
Mixture Type l�7inimum i Maximum
tin.� �in.�
B 2.UU f 3.UCl
c z.00 i 2.sa —
n— i :so 1 --�.00 �
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9. 7'ack C aat
a. Clean tl�e surface be{'ore ��acing the tack cnat. iJnless otherwise apprn�ed,
apply tack cnat unito�-�nly at the rate directed by tlae City.
b. The City will set t��e rate between U.04 and U. � U�alfons of reyidual asphalt per
square yard of surface area.
c. AppIy a thin, unifnrm tack �oat tn all coilta�t surfaces af�urlas, stni�tures, and
all jnints.
d. Preveni splatterin� of tack coat when placec9 adjaceni to curI�, gutier, �netal
i�eam �uard fence uncl strutiures.
e. Roll the tack �oat tivith a pne�t�r�atic-tire roller when directed.
f, The City may use Tex-243-F to verify that t11e tack coat has adequate adhcsive
pr�perties.
�. The L: iiy inay suspend pa��ing operaiions until there is ac9eyuaie adhesion.
h. 'I'he tack coat shauld be placed v��ith enou�h time to break �rr set befare
applying hot mix asphalt layers.
i. Traffic should nat be al low°ed nn ta�k coats.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
.i2 12 l(� -?i
ASF'HAL'1' I'AVIN[�
Pxge 21 of "?5
1 j. When a tacked raad surface �nust be opened [o traffic, they shoutd be c:overed
2 G�i€h sand to pro�ide Friction and preveni pick-up.
3 k. A typical rate for applyin� a sand cover is 4 ia $ lbslsquare yard.
4 1(]. General placement requireinents
� a. Material should be tieli�°ered t� maintain a relati�°ely constant ��ead of material
6 in �ront of�the screed.
7 b. The hopper shntild �e�er he ailnwed tn etnpty during }�a�ing.
8 c. Dumping wings b�tween trucks not ailawed. Dsspvse o�'at end nf days
9 produciinn.
lU
11
I2
13
14
1�
1 fi
17
F. Lay-Dow°n G�eratinrs
1. Minimum Mixture E'Iaceme��t Teinperatures. Use Table lU for mii�imu�n mixture
placement temperatures.
2. Windmw C]�Serations. When hot �Taix is placed in w°indrows, n�erate windrnw=
pickup equipinent so that subs[antially all the mixture depusited on tlie roadbed is
picked up a��d laad�ci into the pa��er.
Table l0
ested Minimum ylixture Plarement Tempea�ature
High-7'emperature
I3inder Grade
PC; 64 or Iower
PG 70
I'V 7b
YG 82 or hi�hes
18
19
zo
21
22
2:i
24
75
? fi
27
28
29
30
3l
3Z
33
3A
35
36
37
Minimum Placem�nt �
`I�ernpe�-ature
3e[nre Entering Pa��ex•}
?�,�����
270°F
28U�F
�gp�l:
P. C:r�mpaction
1. Use air vaid �ontroL unless ordinary �oia�paciion control is specified on the
Drawings.
2. Ar�oid displaceme;�t of the inixture. If �iisplaceinent accurs, correct to the
satislactian of ihe City.
3. Ensure pa�ement is fu13y coi�ipa�ted hefnre allawing rvllers tn stand on the
pa�ement.
�. LI17�4S5 C1i�lCTWlS4 dlTeCte�, use only water nr an appro�ed release agent on rnIlers,
ta�nps, and other caizapaction e9uipment.
5. Keep diese�, gasoli��e, oil, �rease, and other foreign matter off t��e mixture.
�. LTnless otherwise dirc�ted, n�rerate �ihratnry rnllers in static mnde when ��nt
cv�npa�ting, when changing dire�tinns, rn- when the plan de�th of tl�e �a�emer�t z1�at
is less tl�an 1-1i2 inches.
7. Use tam�ss tn tharni�ghly cnm�act the edgcs n�� the �a�eix�ent along �urbs, l�eaders,
and similar structures and in locations that wil] not allnw tlioz-ougY� com�aaction tivith
the ra�lers.
8. The City may requsre ralling with a trench raller on widened areas, in trenches, and
in ot}�er liCx�ited areas.
9. Allaw t�}e compaLted pa�ement ta coUl to 16U degrees 1' or Iower before openin� ia
traFtic unless atherwise direc[ed.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
.i2 12 l(� -?2
ASF'HAL'1' I'AVIN[�
Pxge 22 of "?5
1
2
3
4
�
6
7
8
9
IO
ll
IZ
13
14
IS
16
17
18
19
?U
7�
22
23
24
25
26
27
7g
79
30
31
32
33
34
35
36
37
38
39
4a
41
42
43
44
45
46
�7
lU. Whe�� directed, spri3�kle the finished �nai �vith water ar limewater ta expedite
apenii�� the r�adway to traffic.
] 1. Air Vnid Cnntrnl
a. General
1} C'o�npact dense-�;radeci I�ot-mix asphal€ to contain from 5 percea�t to 9
percerst in-place air �nids.
Z) 17n not increas� the asphalt cnntent nf the mixhire tn reduce pavement air
�°aids.
b. Rollers
]} �� �arnish the type, sice, and number of rollers reyuired far compaction, as
apprv�•ed.
Z) Use a pneumati�-tire roller tn seal the surf'ace, untess atherwise shown an
the Drati�°ings.
3} llse ac9ditional rollers as reyuired to remo�e any roller marks.
�. Air Vaid Determina[ian
]} Ut�lcss ntherwise shown nn the 17ra«•ings, nbtain 2 rnadway s�ecimens at
each incation sele�ted hy the C'ity fnr in-�lace aiz- ��asd deteraaination.
?} The City will measure air voids i�� accorda�ice with 'I'ex-2U7-1� and
T'ex-227-F.
3) F3efnre drying to a cnnstant weight, cores may be predried using a Cnrelnk
or similar ��acuum de�•i�e tcr retnn�e excess mnisture.
4} The City vvill t�se the a�eia;re air vait� content af the 2 cores to calculate tlYe
ii�-place air aair�s at tlie selected lacatian.
d. Air Voids D«t nf Range
l) If the in-place air vnid cantent in the cnt�s�sacted n�ixture is belnw 5 percent
or �reater thai� 9 percent, chan�e the production ancd placement operations
to bring the in-place air ��oid �oa�tent within reyuirements.
e. Test Sectinn
l} Construct a test sectson of l lane-width and at tr�ost �.? mi�es in length tn
demonstrate t�sat compa�tinn to betw�en 5 perce�it and 9 percent sn-place
air �•oids can be oUtained.
2} C'oi�tinue this procedure until a test section with 5 percent ta 9 percent in-
pla�� air vnids �at� be �rnduced.
3} The C'iry ��=ill allnw only 2 test sections per day.
4j When a test sectic�n prndn�ing satisfa�tory in-place air �-nid cnntent is
placed, resume full producti�m.
].2. {]rdinary Compa�tian Cnntrnl
a. Furnish the type, size, and numher nt'rnllers required tnr �ompactinn, as
appro��ed. Fui7iish at least 1 mediurn pneumatic-tire roller [minimu�ii �2-ton
wei�ht).
h. Use the cniltrol strip rttethvd gi�en in Tex-2�7-F, Part IV, to establisl� rvlling
�atterns that achieve maximurn compactian.
c. I'ollo�v the selected rolling patiern unless changes i��ai affect compaction occur
in tlie iruxtt►re or placeinent conc�itions.
d. When su�h cY�anges nc�ur, estahlish a new rolling patt�rn.
e. Com�act the �a�ement tn mcet the requirements nf the Drawings and
s�ecificatinns.
C'1"fY [)F F[)1tT' �i'C)It1'H
STAvi]ARl:7 C'oNSI'Eti;[' ITC]N SPE;C'I]�ICA"fT[:7N p[:]c'[1,ti4C�lTS
tte�ised Decem�cr ?i}. �{}� �
['[)H[:] A�artments
[YRC' I9-ii l4 I
.i2 12 l(� -?3
ASF'HAL'1' I'AVIN[�
Pctte 2 i uf "'S
1
2
3
4
S
6
7
S
F.
g•
h.
When rolling �viih the 3-�v�eel, iandean ar �ibratary raIlers, start by tirst rollin�
the joint with the adjacent pave�nent anrl then cantinue by railin� longitudinally
at the sidey.
Prnceed toward the center of the paverrsent, o�=erlapping o�1 successi�e trips by
at ieast I ft., uziless otherwise dire�ted.
Make alternate trips ol ihe roller sli�htly diFferent in length.
On superele�ated curr�es, be�in rc�lling at the low side and pra�,ness toward the
high side unless atherwise directed.
9
lU
I1
I2
I3
14
15
G. Irregularities
1. Identzfy and correct irregularities includfng, but nc�t limitcd to segregation, rutting,
ra�elin�, f�ushia��, fat spots, inat slippage, irregular calor, irregu�ar texture, r�ller
inarks, tears, gouges, streaks, uncoated ag�regate particles, ar broken ag�e�ale
particles.
2. The City may alsv identify irregialarities, and in s�i�h �ases, tl�e City shall prompt]y
natify the Caniractor.
16 3. Ii�the City determines tl�at the irregularity will adversely af�e�t pa��ezr�eni
17 performance, the City may require the Cnntractc�r tn ren�n�•c and replace (at the
f 8 ContraLtor's expense} areas af the pa�ement tl�at contaiia the irre�ularities and areas
19 where the mixture daes nat bond to the existin� pa�eanent.
?U 4. tf irre� larities are detected, th� City �1zay rec�uire the �nntra�t��r to immediately
21 suspei�d operatioi�s ar may allo�v the Coniractor to �ontinue aperati�ns for no more
2? than 1 day wl�ile the C'ontractor is takin� appropriate corre�[ir�e action.
?3 S. The City may suspeild prnductian nr placement operations until tl�e prnblem is
24 cot'rected.
25 b. At the expe;�se of tlie Contractar and to the satisfactio3� af the City, remo�e a��d
26 repla�e any mixture t�at dnes nnt bnnd tq the existing pa�enient or that has other
Z7 surt'a�e irregularities identifii�:d abn�e.
28 3.5 REPAIR
29 A. 5ee Secti�n 32 U1 17.
30 3.G QUAL[TY C�1�TRaL
3l
32
33
34
35
:i 6
37
38
39
40
41
4?
�3
44
Il. Prnductinn Testing
1. Perfoi�n production tests to verify asphalt pa�in�� ineets the perfoi�nance standard
req�iired in the I]rawsngs and speciti�atinns.
2. City tn rr�easure density nf aspl�alt pa��ing ��=itl� nuclear gauge.
3. City ta core asphalt pavir�g fi-am tlae nortnal thickness af section ance acceptable
density achie�ed. City identifies locatinn of�cnres.
a. Miniin�ii� cnre diameter: 4 in�hes
b. Minimum spac:ing: 20U feet
c. Minimum of 1 care e��ery Ulock
ci. Al#ernate lane5 bet���ee�3 �ore
4. City ta use cores to deterini�e pa�einent thickness and Lalculate t��eoretical densiiy.
a. City to perf«rm theoretical deiisity test a minimum of 1 per day per street.
B. n��s�ry T��t
1. TI�e a��erage measured c�ensity of asphalt pa�in� must meet specified de��sity.
C'1"fY [)F F[)1tT' �i'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'oNSI'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
.i2 12 l(� -?4
ASF'HAL'1' I'AVIN[�
Pxge 24 of "?5
1
2
3
4
5
G
2. A�verage of ineasurements per street nat meeiin� the minimum specified sirength
shall be suUject t� the inoney penalties or reino��I and replucen�ent at the
Contractor's expense as show in Ta61e 11.
Tablc 11
Density Payment Schedule
Percent Ric� Percent of'Cantract Price A1lowec�
89 and lower � remu��e a�id replace at the entire cast and expense of Contractor as
directeci bV CitV.
9D � 75-per�ent
9l {)3 i IOU-�er�etit
94 � �J�l-perce�7t
95 � 7a-pei•cent
O��er r35 f remave and replace at the entire cost and expense of Contractor as
� dire�teci bv Citv.
7
8
9
to
11
1?
13
14
IS
16
17
18
19
zo
21
3. The amn�i�at nf �enalty shall he deducted from �ayment due tn Cnntractor.
4. T�ese requit-etnents are in additinn to the reyuireznents ot�llrticle I.2.
C. Pa��ement 7'liic�tness Test
].. C'ity �1�easure each core thickness k�y a�eraging at least 3 measurements.
2. `I'��e »u�iiber af tesis anc� location shall be ai the c�iscretian of�ihe C:ity, unless
ather�vise specified in the special provisioiis ar on the Drawi���s.
3. [n the event a c3eficiency ii� the t�Sicki�ess of pavemeni is re�ealed during production
testin�, s�bsequent tests necessary to isolate the tieficiency shall be at the
Cantrattc�r's expense.
4. The cnst fnr additionaI �oring test shall be at the same rate charged by Gnmmercial
labarataries.
5. Where the a�era�;e tf�ickneys of pa�en�ent in the area found t�t l�e deficient, payment
s11a11 be made at an adjusted pri�e as s�ecif�ed in Table 1?.
C'I"I'Y []F' �'[)RT' �i'C)k 1'H
S'friV])A121:] C'ON51'[2l;('7'TC]N SPECI}"IC'ATI(]N f](:]C[1A7ENT5
t�e�ised DeccmUcr �{}. �{}��
['[:)H[] A�artments
13'RC' 19-i} 1 a I
32 12 l(� -?7
ASF'HAL'1' I'AVIN[�
Pxge 2i of?5
i
2
3
4
S
6
7
S
g
lU
ll
12
13
14
15
1 fi
f�l
I8
Tahle 12
Thickness De�icienc� Penalties
C]efi�iency in "�'hickness _...._....._._......�...�..�
Deterininrd by C�res
C�reater 'I'Izan � per�e,nt - Not I��[ore thasi 1{1 percent
C�reate�• '1'han I tl percent - Not More thazi 15 percent
( �reatet• 'C'hai� 15 percent
Pt•nportional i'art
Of' C'ontract Price
�Ji] per�ent
8(1 percent
reinn�e and replace at
the entire �ost and
expense of C'on#ractnr
tis directed by City.
�. It, in the judgment nf the �'ity, th� area of such deticiency warrants retnn��al, th�
area shall he retnoved and re�rlaced, at the Contractor's entire ex�ense, with as�halt
pa�ing of the thitkness sho��n oi� the ❑rawii��s.
7. No additional payment nver the cnnt�-act unit price shali be made tor any �a�ement
ofa thi�kness ex�eedin� that rcquired by the Drawings.
3.7 �IELD QLIALITY C�NTROL �1��T USED]
3.8 SYSTEII� START[?P [NOT tiSEU]
3.9 �'1D.IUSTihG [N�T USEO]
3.10 CLEA�II�G [N�T USE[l]
3.11 CLQSE�UT ACTIVITIES �V[JT US�.D]
3.12 PROTECTIDN � N�7' l]SEO �
3.13 MAINTENANCE �N�'�' USED]
3.14 �TTACHMENTS [N�T USED]
END QF SECTIOw
Revision Lag
I]A'I"E NAME SU;vIMARY' C)F C'HANCT�'
i 2�2012Q 12 D. lohnson 1.2.A -- Madified items tn be included in Price bid
19
C'1"fY [)F F[)RT' Gi'C)It1'H
STAVi]ARl:7 C'ONS I'[2i;[' ITC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS
tte�ised Decem�cr ?i}. �{}� �
['[)H[:] A�artments
[YRC' I9-ii l4 I
3�l'_73-1
AS17I-IAL"f I'AVINC� CR.AC'K SEALA'.�I1�5
Page I of 5
SECTI�N 32 ]2 73
ASP1iALT PAVINC'r CRACK S�ALANTS
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian Iz}cludes:
1. Sealin�; trans�erse an�i lon�ituctinal cracks ��o larger tlia�� 1-1!2 incI�es in asplialt
pa�ing
I3. De�iations from this City of l=ort Wai�th 5tan��arc� Specifi�atian
l. None.
C. Related Specifi�ation Sections include, but are not ne�essarily limited to:
].. Di�•ision 0- Bidding Reguireme�lts, Cvntract Farms, and Conditions �f the C'ontra�t
2. Division 1- General IZequirements
3. Section 3? 12 1� - lls�halt Paving
l.Z PRICE AND P�YMENT PR�CEDi1R.ES
A. Measuremeni and Paymen[
].. Measurctr�ent
a. Measurement tar this [tem shall by the gallon of As�lialt Crack Sealant placed.
2. Payment
a. The wor� perfomied and materials furnished in arcordance with this Item a��d
measured as pro��ided under "Measurernent" wiil be paid far at the unit pri�e
bid per gallnn of Asphalt Crack Sealaait.
3. 'I'��e price bid s1�aI1 include:
l.3 REFEREhCES
A. Reference Standards
1. Reference standards ci[eci ir� this ��eciFication refer to the current reference standard
pul�lis}ied at the time nf tlie latest re�isi�n date logged at the end n#�this
speci�icatinn, un�ess a date is s�e�itically cited.
2. American 5ociety for Testing and Materials (ASTM}:
a. �bG�U-U7. Stundarci Specification fc�r Joii�t and Crack Sealants, Hot Applied,
f'or �'nn�r�te and �l.s�halt Pa�ements.
b. DS329-�19, Standard Test Methods i'nr 5ealants and Fillers, Hot-Ap�lied, i'or
Joints and C'racks in Aspl�alti� anc9 E'ortlanr� C eme��t C:o��crete Pa��en�ents.
c. L72I9fi-U5, Metl�od A, Stai�dard Tesi Methods for I�heoiv�iLal Propei�ties of
No€�-Newtonian Materials by Rotati��ial (BrovkfieIci type} Viscoineter.
d. D? 17 - 02, Standard Test Methnd� �oz- Cone Penetratinn of' I�uhri�ating Grease.
3. American Assaciation of 5tate �-lighway and T'ransportation Df�cials
a. T 4$, Flash and Fire Points by Cle�eland U�en Cup.
b. T 49, Standard Methnd nf Test fnr Penetratinn nf� Fiituminnus Materials.
c. T S l, Ductility nf Bituminnus Materiats.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l":' 73 - 2
AS17I-IAL"f I'AVINC� CR.AC'K SEALA'.�I1�5
Page 2 of 5
ti. T 53, 1'aint nf }3itu�nen {Riia�-and-BaII Apparatus}.
e. T' 59, Standard Method of I'est for Lmulsifec3 Asphalt.
4. Texas 1-}e�artment nf Trans�nrtatinn
a. Ttem 3flU: "Aspl�att, []i15 and �mUlsi��ny".
b. Tex-543-C;, Lvaporati�e I�eto�ery of�Residue for �mulsifie�l Crack Sealant.
r. Tex-544-C, Riibber C:ontent For I�ubber-Asphalt C'rack Sealaa�t.
1.4 ADM.iNISTRATIVE REQ[rIREMF.NTS [N�T USED]
1.5 ACTIDN SlJSM11'TALS jNQ'r USED]
1.6 ACTIDN SUSMiTTALSIINFQRMA"f1QhrAL Sl]BM['TTA1,5
�1. Test and F�aluatia�l Re�nrts
1. Prior to installation, C:�NTIZACT�R shall fun�ish t1Se C:ity certi�cation 4�y an
independeni testing laboratoiy that the crack seatai�i fi-am eacl� loi of sealant to be
used, i�ieets the requirements nf this Sectinn.
Z. The manti�a�t«rer n� the �rack sealant shall ha�e a miniir�um twa-vear
cieinonstrated, docuinented successFul field performance with aspl�alt a��d coizcrete
pa�ement crack seala��t systems. Veriiiable documentation sl�all be submitted to
the C'iry.
1.7 CLOSE�LTT SLISM.[TTALS [�nT USFD]
1.8 MAIIVTENANCE M�TERIA.L Si1SM�TTALS [IV�T USED]
1.9 QUALITY ASSURA]�CE [NDT LISEO]
1.10 ❑EL['L'�.HY, STURAGE, AND 1-[A�fDL[NG �NDT C]S�:U�
1.11 FIELD CDNDI'C1�1�5
A. Weather Cnnditiv��s
1. Place mixture accordin� to manufacturer specificaiians.
2. Unless athert��ise shown on the Drawin�s, place mixtures anly when weather
conditions and moisture conditivns of the rnadway surf'a�e are suitabie in the
opinion nf�tlie CitY-
1.12 WAItR�AhTY [NUT USED]
PART 2 - PR�D[]CTS
�.l DWNER-FURN�SHED PRnDLTCTS [VUT USED]
2.2 1�1A'I'ERCALS & EQL7IPMENT
A. Materials
1. Use materia�s ap�roved by the City.
2. Furnish materialy unless otherwise shown on the Drawi���s in accordance witl�
AS'I"M ❑ 6d9U-d7 and AS1"M L7 5329-D9 and Tables 1 and 2.
a. Pnlymer modifaed asphalt-etT�ulsinn crack sealer must meet the requirements nf
Tahle l.
C'1"fY [)F F[)RT' �i'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l":' 73 - 3
AS17I-IAL"f I'AVINC� CR.AC'K SEALA'.�I1�5
Page 3 of 5
Tahle l
Polvmer-1�4u�li�e�1 As haIt Emul�iun Crack Sealer
pr�l����y Test � ��Iin Max
Procedure
Rotational �'is�vsity, 77 degrees F�, cP U 219b, IU,DUU 25,�UU
1 M.ethnd A
Sie�e test, ercent T �9 � O.l
Stora re stabili[y. 1 du�. �erceilt T 59 - 1
E�aporation ' Tex-543-C �
Residue hy e�a��oratiati, per�ent � 65 -
hy wt.
TeSts on residue fi-c�m evap�ration:
1'enetration, 77 des�rrees 1�, 1L�U �, T 49 35 75
5 s�c.
Softetaing pnit�t, degrees F T 53 140 -
Ductility, 39.2 ciegrees F, T 51 la[] -
5 cm�inin., cm
b. Rubber-as�halt �ra�k sealer must mcet the requirements nfTahle Z.
Tab1e �
Rubber-As hal# Crack Sealer
P�.���1.� Tcst C:lass � Class B�
Procedure Mi� Max Miri Max
C`RM content, Grade A or B, percent
b wt. Tex-544-C I 22 Z� - �-
CRM coi�teiit, Crrade B, percent by •Tex-544-L: I - - 13 17
wt.
Virgin rubl�er cnntent', per�ent lay I I � �
wt.
Flash Paint=, CC)C, de rees F T48 � 40d - 40U -
Penetration3, 77 degrees F, 1 SO g. S
sec. T 49 I 30 50 30 �0
Penetratinn', 32 degrees F, ?[]D g, G[]
sec. 'r 49 12 - 1Z -
Sot�ening point, ° F T 53 �_� - , - 17U -
F3ond' I]S3Z9 � Pass
1. F'rovide ceriiFieatioii thai the min. perce�it �irgin ruhber �e�as addecf.
2. Beior� p�issin� ihe test Ilame over tlie ct�p, as?it�ile the �ealin� compuu�id ���ith a 3:`8- to 1!2-inch {9.5- t❑
12.7-i�irrt] N�idc, �yuare-encl metai s}�x�ula i�� a ma�iner so as to hring �lie tna�eri�il on the bottam of th� cup to
the surfice, i.c., lurn the inaterial over. Stait �it one side of tl�e thriznometer, �no�e arot�nd to the other, and
then recurn tn c�le staning pnint usi�ig 8 tn lC] ra��id �irctilar strnkes. Ac�omplish agitatini� iii � to 4 see. Pass
the te5t l�tinlr o�er ihe eup imnlydiately aiter s[irrin� is complctecl.
3. rxce�tinn tn T 49� Siihstitute the cnne s�ecilied i�z ��STM D? 17 f.'nr the �enetratinn needle.
4. No cracit iii the crack sealing materixls ar Ureak i�� lhe hond helw�een the sealci ancf th� mortar bloe:ks over
114 in. dee� for ariy speci�nen aher enmpletinn nt tlie test.
B. Equipment
]. Prn�ide all neeessary equipmeilt and keep ec�uip�nera� in a satisf'actory wnrking
ran�iiic}n.
2. The aTiinimum requirements tnr �onstru�tinn equipanent shail be as fnllows:
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l":' 73 - 4
AS17I-IAL"f I'AVINC� CR.AC'K SEALA'.�I1�5
P:�ge 4 of 5
a. �ouUle-bailerlagitator-type kettle. Used to heat and instal� the I�ot-appliec9 crack
seafai�i.
b. Iiose. I'rai�sfer the sealdnt Froin tlie kett�e ta the crack by inear�s ol a direct-
cn�lnected pressure-ty��e extruding de�i�e (hnse} ��ith a nnz�le t11at will izlsert in
the crack.
1} T'he equipn�ent should allow recirculation into t��e inner kettle whe�� sealing
is n�t perFonned.
c. Thermotneters. Tliermometers should be �nsitioned an t11c cqtii�ment to ensur�
appl ication temperat�ires are being met.
d. I iandtools. IJue: to the nalure of crucks, handtooLs are required to insert the
sealar�t iriaterial ii� cracks that are deeper than 314 inch.
]) These tools shnuld not twist, cut, nr damage the seala�lt material.
e. Ilir cnrnpressnr. Consists nf a�1 air cnmpressnr, hnses, and a vcnturi-typc
nozzle with �aia opea�ii�� not exceed 114 inch.
1} The air compressor shoul�i be equipped with ti�aps that will keep t�ae
�nmpressed air ['ree nf nil ax�d znaisture.
2.3 �►CCESSnRTES [NOT USED]
Z.4 SQli RC'E QL]ALTTY CDIVTRaL [NOT LTSED]
PART 3 - EXECC]TIQhr
3.1 INSTALLERS �NQ7' IJSED�
3.2 �.X.4M11�ATI�1� [hUT USED]
�c� � 7 �17� 7Lr Il [�7►i
A. Surface Preparation
1. 5ii�gular cracks will k�e thorau�I�Iy cleaned of alI debris a��d forei�m material with
a�� inc3ustrial air compressar. y
?. T�e pa�•e�ne�lt shall lae free of moistvre.
3.4 TNSTALLATI�I�
A. Exercise ca�ation to gre�ent additional dama�e to the pavement surface.
B. Cra�k Sealant
1. The crack s��uld be sealed from t�ze battam to the top to minimize bubbling due to
entrap�red air.
2. The sealant s�ould be re�essed a�prnxiil�ately ] 1� tn 114 inch below the �a�emei�t
surface to prevent trackin�.
3. A squeegee may b� used tn remove excess sealant from the pa�=ement surt'ace when
a �ra�k is o�erfilled.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l? 73 - 5
ASI7HAL"f I'AVINC� CR.AC'K SEALA'.�Il'S
Page � of 5
3.S REFAIRJRESTDRATI�N [N�T []SED]
3.G R�;-I�ISTALLATIQN �NQT USED]
3.7 �"IELD QUALITY C�NTROL �11iDT L]SE��
3.8 SYST'EM STARTL],P [NOT L'SED]
3.9 ADJUSTIIlC [NQT [JSED�
3.�0 CLFAVII�G [N�T LiSED]
3.11 CLOSEDUT ACTiVITIES [�OT LTSED]
3.Iz PROTECTIaIV [N�T USED]
3.13 �1�1�IN'fENANCE {NQT USEU]
3.14 ATTACHMENTS jN�T USEDJ
END UF SECT���
Re�=isinn I,og
D1lTE � NAML SUMMILRY DF CI-I��NGE
C'I"I'Y []F' P[)k'C" �i'C)13"I H C[)H[] Apartments
S'fAV])A121:] C'ON51'[2l;("1'T[]N $PEC:T}�IC'A"fT(]N ll(:7C'[1A9ENT5 13'RC'19-i}1�11
t�e�ised DeccmUcr �{}. �{}��
3� l3 l3 - l
C'[.)N[:'RC'fE f'AVIItiC�
Page 1 of ? 1
sECT�vN �a i� ��
Cf�NL:12ETE PAVING
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian incIudes:
1. E=i��ished pa��ement constructed ofportland cement coi�crete incliiding
manalithically poured �i�rb nn tt�e pre�ared subgrade �r ather base cnurse.
I3. De�iations from this City of l� ort Wortll Standarc� Specificaiion
l. None.
C. Related Specifi�ation Sections include, but are not ne�essarily limited to:
].. Di�•ision 0- Bidding Reguireme�lts, Cvntract Farms, and Canditions of tl�e Cnntra�t
2. Division 1- Cieneral IZequirements
3. Section 3? D] Z9 -�nncrete Pa�ing Re�air
4. Sectioa� 32 13 73 - Concrete �'a�in� Joint Sealants
1.Z PR10E AND PAYMENT PR�CEI)URES
�1. Measureinent
1. Measurement
a. Measure�nent for this Item shall be by the square yard af completed a�id
ac:cepted Cancrete Pa�eaneni i�� its final position as measured fi-om back of curb
for �arinus:
1 } C']asses
? } 'I'hicknesses
2. Payme�lt
a. T}i� wnrk perfnrmed and materia�s furnished ii1 accorda�lce with this Item will
�Se paid fna- at tlie unit ��rice bid �rer sc��iare yard nf Concrete Pa�eillent.
3. T��e price bid shall include:
a. Shaping and tine grading the placearient ar�a
b. Furr�ishing ar�d a�plying all u,•atcr requi�-ed
c. Fu�z�ishing, loadin� and unloadit�g, st�rin�, ha�lin�, a�id handlin� all c�ncrete
in�,n-edients including all frei�*ht and royalty invol�ved
d. Mixin�, placin�, ti�lisi�in� a»d curing all coa�crete
e. Furnishing and insrailing all reinfnrcing steel
f. Furnishin� all materials and placing inr�gstudinal, wa�ping, ex�ansian, and
cantraction joints, includina all steel dowefs, dawel caps ac�d laad transznission
units reyuired, wire and de�ices for placing, holdin, and siippartin� the steel
�rar, lnad transmissinn un�ts, and j�int filler n�aterial in the �roper pnsition; fnr
cnatii�g steef bars where required hy tlae T]rawings
g. Sealit�g jnints
h. Mo;�olithically poured ctirb
i. Cleanup
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
3� l3 l3 - 2
C'[.)N[:'RC'fE f'AVIItiC�
Page 2 of "? 1
l.3 REFERE]lCES
A. Reference Standards
1. Reference stanciards cited ia� this s�eci�cation refer to the current refei-eiice standard
�uhlished at th� time nf tlie latest re��isinn dat� logged at the end of'this
specificatinn, unless a date is s�re�iticaliy cited.
2. ASTM lnternational (ASTM}:
a. AGIS!n6] 5M, De�nrmed and Plain F3illet-Steel Bars for Con�rete
Reinfnz-cem�nt
b. C31, Standard Practi�e fnr Making and Curing �'oncrete Test Spe�i mens in the
Fiefd
c. C33, C'oncrete A�gre�ates
d. C39, Standard Test Methnd far Cnmpressi�e Strength of Cyl indrical Cvncrete
Spe�inlens
e. C42, Standard T�:st Method for Clbtaining and Testing Drillcd Cnres and Sau•ed
Beams of Cancrete
f. C94iC'94M, 5tandard SpeciCcations for Reac�y-Mixed Concrete
g. C 1 SQ, Pnrtland Ccn�ent
k. Cl S6, Water Reteiitinn by Concrcte Cursng Materials
i. C 17?, Standarti I'ractice for Sainplii;� i�reshly Mixeci Concrete
j. C26C1, Air Entrainin� Admixtures for Concrete
k. C3�9, Liquid Memhrar��-Fnrming Compn�inds for Curing Cnn�rete, Type 2
l. C494. Cliemical �ldmixtures for Concrete, Types "�", "D", "F" arsd "G"
m. C618. Coal Fty Ash and I�aw �r t:alcined Naiural Pozzolan For use as a Mi��eraL
Admixture in Concrete
n. C�Bl, 5tandard Specitication far Epaxy-Resin-F3ase Bonding Systems fni�
Cnncrete
o. ClOG4, Stai�dard Test Metk�nd f'nr Temperature nf� Freshly Mixed Hydraulic-
Cen�ent Cancrete
p. C16C12, Siandard Speci�cativii FUr Mixin� Water L]sed in the Pr�duction af
I-iydrautic C:ement Concrete.
c�. Df98, Lahoratory Cnmpaction C'haracteristics of Snil LTsing Standard E�f`or�
( l 2,40D ft-]b�7f't3 ]
3. Ameri�an Concrete lnstitute {AC'1}:
a. �1C'I 3D5.I-06 Speci#i�atinn fnr Hot Weather Concreting
b. AC'I 3Dfi.l -4a, Standard �pe�i�icatinn f.'or Cold Weather C'r�ncreting
c. AC'I31$
1.4 ADM1�i15TRATiVE RE�tiIREMEI�T5 [NQT C�SED�
1.S SUSMITT�LS [N�T L1SE0]
1.6 �CTIDN Si?SM[TTALSIINF�R1VfATI�NAI. SUSMITTALS
A. Mix Desi���: submit for appro�al. See Item 2.4.A.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
3� l3 l3 - 3
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Page 3 of "? 1
l.7 CLQSE�[TT SLIBM.iTTALS [N�T USED�
1.8 M�INTENANCE MATERIAL SUIiMIT'TALS [NQ7' [75EDj
1.9 QUAL[TY ASSURAI�CE [NQT [15ED]
1.10 ❑ELIVERY, STfl1tAGE, Ah'U [-IAwDL1NG �NDT L]SEDJ
1.11 �'IELD CDND[T1�hS
A. Weather Condiiit�iis
1. FIace concrete when cnncrete tem�erattire is bet�=een 4fl and l QO degrees �=hen
ineasured in accordance with ASTM C 1 ab4 at point of placemet�t.
2. Hot Weatl�er Concretin�
a. Take inn.mediate �arrective actinn or cease pavirtg w°hen the ambient
temperature exGeeds 9S degrees.
b. Concrete pa�in� aperations shall be appro�°ed Uy the City when the cancrete
temperature exceeds IUU degrees. See Standar�3 Specification for l�oi Weather
Cnncreting [ACI 305.1-D6}.
3. Cold Weather Concreting
a. Do nat place when a�iiUient temp in sha�ie is be�ow 4U r�egrees and falling.
Concrete inay be placed when aml�ient teinp is above 35 de�rees and rising or
above 40 degrees.
b. Cnncrete pa�ing operations s11alI be app�-n�ed lay the City whea� amhient
temperatUre is below 4U de��rees. See Stan�ard Specification for Cold Weather
Cancreti��� (AC:I 30b.1-90).
B. Time: Place cnn�rcte af'ter sunrise and no later tl�an shall permit the finishing nfthe
par�emeni in naiural Iight, ar as directed by the L:ity.
1.12 'WAR1L�I�TY �1V�T X�SED]
P.�RT 2 - PR�DUCTS
2.1 QVI�'NER-FUR1Y1S1�ED PR�DUCTS [NUT USED]
�.Z MATERIALS
A. Cementitious Material: AS7M C:15C1.
B. Aggregates: ASTM C33.
C. Water: ASTM C 1 fii7�.
D. A�lmixtures: When adinixtures are used, conform io tlie appropriate specification:
]. Air-Entraining 1ldmixtures far Cbncrete: �1STM C260.
2. Cl�emical Adinixtures far Concrete: ASTM C494, Types "A", "D", "F" and "C'."
3. Ffy Ash
a. Cnal Fly Ash and Raw or Cal�ined Natural Pozznlaai f'ar Use it� Cvncrete:
ASTM C:f� 18.
b. Fly ash rnay be substituted at r�ne pounci per patiiad oFcement iip io 25'% of the
spe�itied ceinent content when such �atch design is appro�ed by ttie Engineer.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
3� l3 l3 - 4
C'[:)N[:'RC'fE f'AVINC�
Page 4 of "? 1
E. Steel Reinforce�nent: AS�I�M Ab � 5.
F. Steel Wire Reinf'orcement: Nc�t used fnr concrete pa�•ement.
G. Dawels and Tie Bars
1.. Dowel and tie bars: ASTM 116.15.
2. Do���el Caps
a. Prn�°ide dnwel Gaps with enough range of tno�ement to aliow cnmplete �lnsure
af the cx�ansian joint.
b. Caps fnr dnwel hars shal l be nf t�ze length shnwn nn the Drawii�gs and shall
have an inten�al diameter suf�cient to permit the cap to freely sli� over ihe bar.
c. 1n no case shall the internal diarneter excee�i the bar dia�neter by more 11$ inch,
and nne end nf� the �ap shall he rightly closed.
3. Epaxy for llowel and Tie f3ars: AS7"M C88 I.
a. See follr�win� table far apprave�i praducers of epoxies and adhesi�es
Pre-[]ualitied Produce��s of Epoxies an� Adhesi�•es
Product Vaine
C;oncresi�e 142U
HT�-5fl
.1. 3[�8 �
P E 100fl=
C'-fi
Epcor� G-5
Pr�-Poxy-3d� Fast Tube
Shep-Poxy TxIII
Ultrahnnd 13f}[}'1'ubes
C3ltrabone 23U[) l�.S. A-22-2�[}{1
Slow Set
Dynapoxy EP-�30
EDOT
Produc:�r
BASF
I3ilti
�'n��=ers Fasteners
PUwers Fastenrrs
EZaniset-Redhead
� �.amset-kedhead I
Unittx
CMC C'unsiruction 5err�ices
Adhesives 7'ech��«logy
Adhtsi�es Tecl�nology
Pecora Corp.
Simpsan 5tro�ig Tie
ET22
SET 22
Spec�'�xy 3C}OOI'S
5impson Strong Tie
5im�soi� 5trnng �['iz
SpecChem
�
b. L;goxy C]se, Storage and llandlin�r
1} Packa�e compoitents in airti�ht �ontaiiters and protect from li�;ht and
maisture.
2) Include detailcd insrructions tor tl�e ap�licatinn nf the inaterial and alI
safety inf'ormation a�1d warnings regarding cnntact with the comk�nnents.
3} F;poxy label requirements
a) T�esin or hardener companents
b) f3rai�d name
�) NatT�e nf manufacturer
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
3� l3 l3 - 5
C'[.)N[:'RC'fE f'AVIItiC�
Page � of "? 1
d J Loi or batcl> >iumber
e} Teinperature ran�e For stora�e
i} Uate vf mai�ufacture
g) Expi.ratinn date
1�} Quantity cnntained
4} Store epc7xy and ad��esive coinponents at temperatures reca�runended by t��e
inanufacturer.
5} Do not us� damaged or pre�inusly opealed cnntainers and aaly material that
shc�ws e��idence of.�ctystalli�at�on, lumps skin��ii�g, extreme thickening, nr
settlin� of pi�menis that cana�ot be readily disp�rsed with normal agiiation.
5} I'ollow sotind en��iran�nental practice� when disposii�g of epaxy anc3
adk�esi�e ��astes.
7J Dis�ose ot�all empty �nntainers se�rarateiy.
S} Uisp�se af epaxy by completely emptyin� and mixing the epc�xy befare
disp�sal
I�. Reinforcement Bar Chairs
1. Reinfarcement bar cl�airs ar supports shall be of a�iequate st�-ength to support the
reinfvrcement hars and shalI iiot l�end nr break under tl�e w�eight nfi t11�
r�inforcement hars nr Cnntractor's persnnnel ti��alking on the reinfnrcing bars.
2. Bar chairs n�ay be �nade of inetal (Fi-ee of rust}, precast inortar or �oncrete blocks or
�lastic.
3. Fnr approval ot'plastic �hairs, representati�e samples of'the plastic shall show� no
visible indications af �ieterioration after ianmersian in a 5-percent salution of
sodium hydroxide for 12U-hours.
4. Bar �hairs may he rejected f'nt- failure tn ineet any of'the requirernents nf this
specificatioa�.
I. Jnint Fsller
1. Jaint filler is the material placed in ca��crete pa�eme��t and concrete structures ta
allow far the expansian arni contractio�Y af the co��crete.
?. Wnod Baards: LTsed as jnint i-iller for con�rete ��aving.
a. I3oards Lor expansioi3 joint filler shall be oF the required si�e, shape and type
inciicated on ihe Drawin�s or required in the specilications.
1} F3oards shal] be of'selected stnck of.'redwnc�d nr �y�rress. The unards shall
be sotmd heart�4=and and shall be {'ree #'rom sapwond, knnts, ciustercd
hirdscyes, checks and s}�lits.
2} ]oint tiller, Uaards, shalI be sino�th, ilut anci strai�ht tlirc�ughout, and sl�atl
be suftiGiently rigid to permit ease af installatian.
3) F3oards shai] be furnished in let�gths equal tn the w=idth i�etween
�nngihidinal jnints, and may be ti��-�ished in strips or scnred sheet nf'the
reyuired shape.
3. ❑iix�ensions. The thicicxxess nf the expansion jaint tiIler st�all be shown nn the
❑rawings; th� width shall he nat less than that shnw�l on the Drawings, pr��viding
for the fop seal space.
4. Rejection. Expansion joiiit filler inay be rejected far failure io �neet any of the
requir�ments ofthis s�e�itication.
J. .loint 5ea�ants. Pra�ide ]oint Sealants in accardai�ce with Section 32 13 73.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
3� l3 l3 - f,
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K. C:uring Materials
l. Men�brane-Forming Cnrn}�aunds.
a. Cnnkorm tn the requirenlents af ASTM �'309, Type 2, white pigmented
c�inpoUnd an� be oF such nature that if shall not produce permanent
discoloration of concrete surfaces nor reutt deleferiously with the concrete.
b. The �om}�nund shall prnd�ice a tirtn, �nntinuous unifarm i��nisture-i�npern3ealale
tilin free ti-ntx� pinhnles and shall adh4re satisfactnrily tn #he surtaces of damp
cnncrete.
c. It shall, when applied to the damp cancreie surface ai lhe speciCed rate of
co�era�e, clry to tauch in 1 hour and dry thrau�h in no[ more than 4 hours under
nnrmai �anditinns suitahle �Qr c�ncrete nperations.
d. It sl�alI adhere in a tenacious tilm witl�nut mm�ing otf nr appreciab�y sagging.
e. It shall not disintegrate, check, peel or crack durirsg the required c«ring perind.
f. The compound shall not peel or pick vp �inder traffic arid shall disappear froin
the surFac:e of the c�ncre[e by gradual t�isintegrati�n.
g. The �ompound sl�all be deli��ered tn the jnb site in th� rnanufa�h�rer's ariginal
cn��tainers only, which s�ai] be clea�-ly labeled witla the tnailu�act�trer's natx�e,
the trade name nf the material and a batt;h numUer vr syinb�l wiih which iest
samples may be correlated.
h. When tested in accnrdance ��ith A.STM C 1 Sf Water �etent��n by Cnn�rete
Curing Materials, the liquid m�mhrane-fnrmit�g cntx�praund shall restrict tl�e loss
ol ��atei� present in the test speciinen at the time af application �f the turing
caii�po�ancj to i�ot mare than U.[]1-oz.-per-2 inc��es of surFace.
2.3 ACCESS�RIES (NOT iJSED]
Z.4 SQURCE Qi,]ALI"1'Y CQNTROL
A. Mix Design
1. Concrete Mix Desi�rn a�id Co��tral
a. At ]cast 1�7 calendar days prior tc� thc start nf cnncrete �a��ir�g n�erations, the
Cnr�tractor shall suhmit a design af'the concrete mix it ��ro�oses tn use and a
tiilI desc.ri�tivn n��the soUrce of supply of each material com�anent.
b. I'he desi�n of the concrete rnix shull produce a yuality concrete complying with
these speciticatio��s and shall include the followin� information:
1}
Z}
3)
4}
5}
6)
7}
$}
9}
Design Re9uircments and Design Su�nmaty
Material snurce
Dry weiglit �f c�tnent'cubic yard and ty�e
Dry ���ei�ht of fly ashlcubic yard dnd type, if used
5aturated surlace �iry weight of fiine anc3 coarse a�grebates�cubic yard
T]esign w=ater�cuhic yard
Quantities, type, and name ofad�nixtures with ma��ufacturer's data sheets
C urrent strengt� tests ar stren�t�} tests in accordance with ACl 31 S
Current Sieve Analysis and -2C1U Decantatioi� of tine and coarse a�gregates
and date ot� tests
] 0} Fineness mndulus nf tine a�gregat�
11) 5pecifi� Gra��ity ancl Absorption Values of fne and coarse a��re�ates
12] L.A. Abrasion of coarse aggregates
c. (�nce mix design appr���ed by City, n�aintain intent nf mix design and
tnaxiir�uir� water to ceznent ratio.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
3� l3 l3 - 7
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c�. No cancreie inay be placeci on tl�e job site until the mix design has been
appro�ed by the City.
2. Q�aality af Cnn�rete
a. Consisten�y
1} In general, t�e consisten�y af concrete mixture5 shall be su�h that:
a) Mortar shall cling tn the caarse aggregate
1�} Ilggregate sl�all nat tiegregate in �nncrete when it is tt-ansported tn thc
pla�e ot dcposit
c} Concrete, when r�ropped directly from ihe dischar�;e chute of the mixer,
shall flatten �ut ai ihe center of [he pile, Uut the edges af the pile shatl
stand and nnt tlnw
d} Concrete and tnortar sha11 show no free water when reino�•ed frnm tlie
�rn xer
e) Concrete shall slide anci noi 17ow inta place w��en transporied iil metal
ch�ates at aa� an�le of 30 de;rees �°ith the harizoi�tal
�} Surtace n��th� tinished �ancrete shall be �ree �ron1 a surface film or
laitance
2} When tield conciitioa�s are such that aciditionat moisture is needed for the
final cancrete surFace finislai��� aperati�n, the recluired ��ater shall be
appIied to the surface by hand sprayer nnly and he held to a minimum
amnunt.
3} The ctrncrete shall be Gvorkable, cohesir°e, possess satisfac:tory fi��ishing
qualities and be af the stiffest co��sistency tf�at cai� be placed anc� �vibrated
into a ho�T�ogenenus snass.
4J Excessi�e bleeding shall he avnided.
5} If the strei��t�� or consistency required far the class of �t7ncrete bein�
producec� is noi securec� wit�� the �niuin�un� cemeni spetitied or without
exceeding the maxin��itx� water�ceix�ent ratin, tl�e Cnntractnr rrzay use, nr the
City �nay require, an ap�rrnved cement dis�rersing agent (w=ater red�icer}; or
the Cn�ltractnr s�sall fun�ish additinnal aggregates, nr aggregates w=ith
different characteristics, or the Contractar may use additional cement ia�
order ta prodt�ce t��e required results.
6} The additinna] cemcnt may be pernutted as a tem�nraiy aneasure, until
aggr�gates are changed and designs �hecked with the ditterent aggregates
or ce»�ent dis�ersing agent.
T} The Contrat;t�r is solely responsible for ihe yuafity of the cc�ncrete
praduced.
8) The �'ity reser�es the right to independently �'erify the quality of the
cnncrete tllrni�gl� inspectinn ot th� hatcl� plant, testiilg of�the �a�'ious
rnateria�s useci in the cancrete and by casiir�� an�i testin�; concrete cylinders
ar beams on the contrete actually incorporated in the pa��ement.
b. 5tandard Class
l) Unicss nth�rwise sl�nwn on the Drawit�gs ar detailed s�e�it7cations, the
stai�dard class for concrete pa�ing for streets ai�d aIleys is shown i�� the
fol�owing ta6le:
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
3� l3 l3 - k
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Stantiard Classes of Pa��eme��t Concrete
Class of Minimuin 2$ Day Min. Maxiinu�n Course
C'nn�rete' Cernentitinus, Cnmpressive, Water.� Ag�regate
LIa.ICY Strength' Cementitinus, Maximzn�s
psi Ratin 5i�e
inch
P 517 36Ua a.49 1-11?
H Sf4 450CY (i.45 1-]12
1. All expwecl hari2antal con�rete shall have rntrain�d-air.
2. :I�iinimum C.'om�ressive Stcength Re��uired.
2} Machine-Laid concrele: C'lass P
3} IIa��d-Laid tc�n�rete: C1ass H
c. High Farly Streiagtli Conerete (HES}
]) When show�a a�a t�zc Drawings nr allawed, pro�ide Class HES cnncrete fnr
very earLy openin� of par�einents area �r leaveouts to traffic.
2} Desi�rn class f-1L5 to rneet the requirements of class specified Cor cancrete
�a�ement and a miniFr�um cnmpressive strength nf 2,C0[] psi in 24 hours,
unless nther ear�y strength and time requiz-ements are shnwn nn the
Drav��in�,s a11o4ved.
3} Na stre;�gth overdesign is required.
Standard Classes nf� Pa�cment Concr4te
Class nf Minimum 2$ Day Min. Maxir��um Caursc
Concrete' C eme��titious Cornpressive �Vaterl Ag��re�ate
Lb.ICY Strength= Cementitious Maxi�num
psi Ratio Size,
incl�
I-�E5 Sb4 450a C1.45 1-112
d. S lut��r
1 J Slump t'eq�iirements fnr pavement and related �nncrete sl�all he as s�e�ifsed
in tlie fnflowing tahle:
Concreie Pavemeni
C'oncrete iJse
51ip-FnrmiFoi-�n-Riding Pa�°ing
liand I�armeci I'avin�
Sic�e��alk, Curb a��d Gutter, Cancrete
Valley G�itter and Dtl�er Misc�llanenus
Concrete
p l�equirements
Recommended
I3esign
ai�d Placement
Sltamp.
inch
i-1�2
4
4
Maximum
Acceptable
Placement
Slump,
incli
3
5
5
2} No cancrete shall be permitted with slump in excess of the maxiinuins
shown.
C'1"fY [)F F[)RT �'C)RTH
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS
tte�ised December ?il. 2[1l2
['[)H[:] A�artments
[YRC' I9-ii l4 I
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3} Any �oncrete n�ix failin�* to meet the abo�e consistency reqt�irements,
althou�h �neetin� the slurr�p reqiiiren�ents, shall be cansidered
unsatisfactctiry, and tl�e �nix sl�all be �han�ed to correct such unsatisfactory
�o�ditions.
PA.RT 3 - ExECUTI�N
3.l INSTr�LLERS [NaT USED]
3.2 EXAM�I��TIOn [hUT LTSEO]
3.3 PREPr�R�'�Ti�y [N�T USED�
3.4 INSTALLATIDI�
A. F.q►�ik�ment
].. All equipix�cnt necessary for the coilstruction n� tl�is iteaii s1�a]I he on the project.
2. The equipment shaZ] include spr�ading devices (augers}, internaI �•ibratioi�,
tampit��, and surface tlaating necessary to finisl� the treshly placed cnn�ret� in such
a manner as to prUvide a dense a�d homo�eneous par�ement.
3. Maclline-Laid �oilcr�te Pa�•ement
a. f=ixed-Fc�rm Pa�ver. Fixed-Fonn pa�in� eyuapment shall be pra�ided r��itI� forms
that are uniFai-�nly supported o�� a �ery frm su6base to pre�ent sa�gin� under
the wei�hi oF inachine.
b. Slip-Fan�� Pavcr
1} �li�-fnrm pa�ing eqi�i�n3ent shall he prnvided with traveling side forms ot
sufticienl �imensions, shape an�� stren�t�� so as to support ihe cancreie
Iaterally For a suff�cient len�th of tiFne during placemeni.
?} C:ity n�ay reject use of Slip-Foi�n Pa�er if paver reyuires o��er-di��ing a�ld
impacts trees, �nailbaxes vr other im�ro�eme�its.
4. flanci-Laid Concrete Pu��einent
a. Maclzines that dn i�ot incor{}orate tl�ese features, sucl� as rnlles� screeds or
�•ihrating s�r�cds, shall be �Qnsidered tnols to bc uscd in hand-laid con�rete
canstruction, as slumps, spreadin�; �nethods, viUration, anc3 oiher procedures are
more common to 3iand methods than to machine meti�ods.
S. City may reject equipment and stop operation it� �:r�ui�ment dnes nnt meet
r�quir��nents.
I3. C:oncrete Nlixing and Ueli�ery
1. Transit Satc��in�: shall nat be used — onsite inixing not �ermiited
2. Ready Mixed Con�rete
a. �'he cancrete slial] be produced in an approved ir�ethnd confnnning tn the
reqtiire�nents af this s��ecifi�atinr� and ASTM C94.�C94M. City shall have access
ready inix to �et sainples of materials.
b. C'ity shal� have access to ready mix plant to obtain inaierial sainples.
c. Wl�en r�ady-mix cnncrete is used, saz��le concrete per ASTM. C94 Alternate
Pro�edure 2:
1} As t��e mixer is bein� einpiied, indi�'idual sainpfes shall �e taken after the
�iischar�;e of approxi�nately 15 percea�t and xS percent of the load.
C'I"I'Y [)F F[)RT' �i'C)13"I H ['[:)H[] A�artments
5'fAVI.]A171.1C'ON51'[2l;("1'TC]N SPECTFIC'A"fT[:]N f�[:]CUA7ENT5 f3'RC'19-i11a1
t�e�ised Deccmbcr ?{}. ?[112
.i2l.il3-I�
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?} 'I'he melhod of sampling sha11 pro�ide that tl�e samples are representati�°e of
widely separaied portions, bui no[ from the �ery ends crf the batcl�.
d. The mixin� of e:ach batch, after all materials are in the drum, shall c��ntinue ua�til
it pradti�es a thoroughly mixed concrete vf uni�onn mass as dete�r�ined hy
estahlished mixer perfnc-inan�e ratings a�1d inspectinn, or app�-o}�riate unif'nrmity
tests as described in ASTM C:94.
e. The entire cantents of the drum s��all f�e dis�har�ed before �any materials are
��laced theresn far t11e succeeding batch.
f: Retem�rering nr remixing shall not he permitted.
3. L7elivery
a. Deliver enncrete at an intenral not exceeding 3Q minutes or as detennined by
City to pre�ent �old jnint.
4. Deli�ery Tickets
a. For all operations, the n�anufacturer of the concrete 5ha11, before unloadin�,
fut-nish tn the �ur�llaser with each batch vf�cnn�rete at the site a deli�ery ticket
an v��hich is printeci, sta�nped, ar written, the Lc�llovving inFormation to cietermii�e
that the concrete was proportioueci in acc:ordance with the approved mix design:
1)
2)
3)
4}
5}
6}
7�
C.
5ubgrade
Natr�� nf� cnncretc sU��piier
Serial numher of.�ticket
Datc
Truck nuinber
Name of purc��aser
S�Secitic desigrsatinn vf_jnh (nac�e and lo�ation}
S�iCClt1C C��SS, design identiticati�n and desigt�atian of the cnncr�te in
canforrnancc with that cn�ployed in jnb s�c�i�ications
$} Ainaunt of concrete ii� cubic yardy
y} Time l�adeti ar of first inixin� of cement ancd ag��'e�*ates
] 0} Water added by recci�=er of �ancrete
] l) Ty��e and amnunt nt' adrnixtures
1. Whei� m��nipttlation or treatinent of sub�,n-ade is required c�n the Drat��ings, tl�e work
shaLl be perfon3ieci in proper sequenc:e with tlie preparation of the subgrade for
�a��ement.
2. The raadhed s�aIl he excavated and sltaped in cnnformity with the typica] sections
a;�d to the lines and grades st�own oa� the Drawin�s or established by the C ity.
3. E111 �znles, n;ts and depressinns shall be tllled and cnn�pa�ted with suitahle matea-ial
and, if r�quired, the subgrade shall be thnrnughly wetted atld reshapcd.
4. Lrregularities of more tF�an 11'2 ii�ch., as shown by straighied�e or teanplate, shall be
corrected.
5. The s�Fhgrade shall be tinitormly �nr�l�acted to at least 9S perccnt oftl�e maximum
density as determined by ASTM Ub9�.
G. Maisture cv��tent shail be within minus 2 perGent to plus 4 per�ent Qf optimu�n.
7. Ti�e prepared sub�rade shall be ���etteci down sufficiently in �dvance af placing the
pa�ement t� ensure its bein� in a tirm and moist canditian.
�. Sut�i�ient subgrad� shall be pre�ared in ad�ance tn ensure satistactnry prosecution
of' the work.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
.i2l.il3-Il
C'[.)N[:'RC'fE f'AVIItiC�
P:t�e 11 of "? 1
9. T�e Contracior shall notiFy the Ciiy at leasi 24 hours in ac�van�e of its inientioz� to
place concrete paven�ent.
l0. Af'ter thc specit7ed n�nisture and d�nsity are achie�•ed, th� �ontractnr shaIl naaintain
the sub�rade mossiUre and density in accordance with this Section.
1 1. [�� the e�rent that rain or other conditions may ha�ve adr�ersely affecte[i the condition
o�� the suhgrade nz- base, additional tests may be required as directed by the City.
L]. Placing and Removing Forms
1. Ffacing Fanns
a. Faizns for n�achine-laid concrete
1} The si�3e fonns s�tall be metal, of approved crUss secCion and bracin�, �F a
hei�ht no less than t��e pre5cribed ecige thicl�;ess af the cancrete section,
a�1d a minimum nt� 1 D feet in length fnr eacl� indi��id�aI farm.
Z) For�ns shall be �f a�nJ�Ie strei�gth and staked w�ith adequate nu�r�b�r nf �ins
capaUle af resistin� the pressure of concrete placed a�ainst them a;�d the
ilarust and the �ibratian oC the cansiructian equipinent operatin� upoi� them
without a�rpre�iable springing, settling nr defl�ction.
3} TI1e fnr�ns shall he frce frnm l�ar�s, hends or kinks and shal] show nn
�ariation froan the true plane for fate ar top.
4} Farms shall Ue �ainted neatly and ti�htly a��d set with exacta�ess to the
established �,rrade and ali�rnmeni.
S) Fnrms shall he set tn line and grade at least ?00 feet, where pra�ticabl4, in
ad�a�ice vt�the �a�ing operatinns.
6} In no case shalI the base widih be less than 8 inches fc�r a fc�mi 8 inches or
mare in hei�hi.
7J Forms m«st he in tinn cnntact wit1� tl�e subgradc thrnughaut th�ir len�th
and base width.
�} If the sub�racie becomes unsiable, fori�is shall he reset, usin� heavy stakes
or ot��er additional supports may be necessary to pra�ide the reyuired
stability.
b. Forms �nr hand-laid �nncrete
1} �� orms shall externi [he fttll depth af concrete ancl be a miniinum of 1-112
inches in thickness or eyuivalent when wooden forins are u�ed, or be of a
gauge that shall prn�ide ec�ui�alent rigidit_y and strength when metal f'vrms
are used.
2J Fnr cutves with a radius afless than 250 feet, acce�table tlexible metat nr
waad f�rms shall be used.
3} All larms showin� a de��iation of 11$ incI� in 1(] feet fi-am a straight line
shall he rejected.
2. Settling. When foxms settic nvcr I i8 inch ui�der finislaing aperatians, �raving
operations shall Ue siopped the fc�rins reset tc� line and ��-ade and the pavement then
brought to the required section and tllickness.
3. C'lea�ling. Fnrms shall he thvrougl�ly cleaned after each use.
4. Remo��al.
a. Fnrms shall reinain in piace until tlie concrete has taken its final set.
b. 11�nid damage tn t�se �dgc of�the pa�entent when re�i�o�ing forms.
c. Repair damage resultin� Li-o�n fai-�n remo�aI and haneycambed areas with a
mortar inix within 241iours afier form remo��al unless oihei�°ise appra�ed.
C'1"fY [)F F[)RT' 11'C)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
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P:t�e 12 of "? 1
d. Clean jaini face a�id repair h�neycon�bed or c�aina�ed areas withi�� 24 hours
after a Uullcliead for a transverse tonstruc[ian joint has been remo��ed unless
vtherwise appro��ed.
e. Whcn farms are remn�ed uefnre 72 hours after �on�rete placeix�ent, promptly
apply �nemhrai�e curing cnm�rnind tn the edge of the cn�lcrete �a�•ement.
E. Placing Reinfnr�ing SteeL Tie, and Dowel Bars
1. General
a. When reinfarcin� steel tie bars. dawels, etc., are reyuired t�ey sha116e placed
as sho�=n on the Drawings.
b. ��l reinf'orcing stee� shall he �lean, tree f'ram nist in the form ot� ]anse ox
objectionable scale, and of the type, size and dimensions shawn on the
Urawin�;s.
c. Rei��fartin� bars shall be securely wired togeiher at the alternate intersectians
and all splices and shall he s�curely wired at each interse�tinn dn��=cl and lnad-
transmission �init iiltea-secicd.
ci. AIl bars shall be installeci ir� their reyuireci position as sl�own on the �ra�vings.
e. I'he storing of reinforcing or sti��ctural steel on compleiecd road���ay slabs
generally shalI be a�nided and, where pennitted, su�h storage sha�l be limited
to quaAltities and distx-ih��tinn that sl�all nnt induce ex�essi��e stresses.
2. Splices
a. Pro�ide standard reir�forcezx�ent sp�ices by lapping and tying ends.
b. Cnmply witl� ACI 3 l8 fnr mininuul� lap nf s�rli�ed hars where nat specified an
the Draw°in�s.
3. Instaltaiiai� of I�einforciiig Steel
a. �111 reintorcing ba�-s a��d har rnats shail be instalIed in ttie slab at the rcc�uired
d�pth belnw tl�e fiinished surface and supported by and se�urcly attachcd tn har
chairs installed on prescribed Lon�itudinal and [ransverse centers as shown by
sectictinal and detailed drawings on the ❑rawi��gs.
b. Chairs F1.ssemhly. The cl�air assembiy shall be si�Tiilar and equa] to that sho�=n
an the I]rawings az�d shall be a��rn�Gd by the City prinr tn exte�lsive
fabrication.
c. After the reinforcing steel is securely installed above the sub�rade as specified
ii1 Drawings and as herein �rescrik�ed, no loading s�all ue iir��ased u�on the
bar mats nr individual bars hefore nr during the placing nr finishing oi�the
cnncrete.
4. Installation c�f L7�we1 Sars
a. Install through the predrilled joint filIer and ri�,idly support in true horizontal
and �ertiGal positinns by an asse:mbly nt�bar chairs and dowel laask.ets.
b. Dnwel F3askets
1} The do�vels sha11 be ��elci in position exactly paratlel to surface and
�enterline vt'tl�e slab, by a dowel laasket that is left in the pa�ement.
Z) The dnwel basket shall hold ea�h dowel in exactly the cnrre�t positinn so
tirmly that the dowel's position ca��not be altered by concreti�ig operations.
c. Da��e 1 C'aps
]} I�lstall cap to allaw the bar to move not icss than ]-114 inch in either
direction.
5. Tie Bar and Dowel Ylacement
a. Place at n�id-depth af the pavement slab, parallel to the surface.
C'1"fY [)F F[)RT' �i'UI�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS fkt;CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
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P:t�e 13 of "? 1
b. Place as shown on the Drawin�s.
G. Epoxy tor Tie and Dnwel F3ar Instailatinn
1) Epnxy bars as sl�awn nn the Draw=it�gs.
2} llse only �3rilling �perations that da not dama�e the surroundin� aperatians.
3} Blor�� out drilled fioles 4vith campressed air.
4) C'ampletely till tl�c d�-illed l�ole with a�prn�=ed �poxy hefore inserting tl�e tie
laar ii�tn the hnle.
5} I�1sta11 epoxy groiit and har at Ieast 6 inches en�bedded into �oncrete.
F. Joints
].. .inints shali be ��aced where shown nn the Drati�ings nr where directed by the City.
2. T�ie pla��e of all joints shall make a ri�;ht an�le with the surface af the pa�ernea�t.
3. Na joit�ts shall have a�� errar irz aligx�inent of inore than 112 inch at any �rnint.
4. Jaint L]imensions
a. The width nf'the jnint st�all be shvwn on t�e Drawings, creating the jnint
sealant reser��nir.
b. 'I'he depth af t��e jaint shall k�e 5hown on the ❑rawi���s.
c. Dimensians of ti}e sealant reser�oir shall be in accordance with manufacturer's
recoanmendatinz�s.
d. �Af't��- curing, the jnint sealant shall be Ii$ in�h tn ]!4 in�h below the �a�emeilt
surfa�e at the center n��thc jvint.
5. Trans�erse Expansion .Toints
a. Expansion jnints shall lae installed �aerpendicularly tn the surfa�e and tn ttze
centerliile nf the pa��ement at tl�e ]n�atinns shnwn nn rhe Ilraw=iilgs, nr as
appraved by the City.
b. :foints shall be af i��e design widt�, aiid spacing shawa} �n the llrawin�s, or as
approved by the City.
c. Dnwel hars, shalI be of�the si�e aild ty�e shnwn nn th� Ilrawings, nr as
��ppro��e�i by the City, and shall be installed at the specifieci spacing.
ti. 5upport dowel bars with dowel baskets.
e. Dor��els shall restrict the free apenin� and closing af the expansion join anci
shal] nnt make planes o�'weakilesses in the pa�ement.
f. Greased Dowels for Expansian .loints.
1} C:oat dowels with a thin film of �;rease or other appro�ed de-bondin�
rn:ai�rial.
2} Pro��i�ie d�wel caps an the lubriLated end of each dc�wel bar.
g. Proximity tn F.xisting St�licnires. When the pavement is adjaGent to or arnund
existiitg stnachires, expansinns jnints shall be cnnstructed in accnrdanc� with
the details sl�own on t11e �rawings.
G. Trans�erse �'nntractian Jniilts
a. Cnntractinn or dummy jaints shall be installed at the locations and at the
inten�als shown �n the Dratvin�s.
b. Joints shall be af t��e desi�n width, and spacing shawn on the Drawings, ar as
approved by tl�e City.
c. Dowel hars, shall be of t�e si�e and type sl�o��n an the Drawings, or as
appro��ed by the City, and shall be insialled at the specifi�ci spacin�.
d. .foints shall be sar��ed it�to the compleied paveznent surface as soon after initial
c�ncrete set as passible so that same ravelin� oF the c�n�rete is obser�'ed in
nrder fnr the sawing pri��ess to prevent uncnntrnlled shrinkage �rackin�.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
.i2l.il3-I4
C'[.}N[:'RC'fE f'AVThiC�
P:t�e 14 of "? 1
e. The joints shall be constructed by sawing to a 114 in�h width and ta a depth af
1�'3 inch {114 inch perinitted if limestone a�gregate L�sed} af t��e actual
pavement thicki�ess, or deeper if so indicated on the Urawin�s.
f. Cnn�plete sa«•ing as snon as possible in hot weatl�er �nziditinns and �;Tithin a
maxim�}rn of 24 hn�rs after saw cutting begins under cnol weather �anditions.
�. If sharp edge jaints are bein� o�taineci, the sawin� process shall be sped up ta
the poir�t where so�ne ra�elin� is obserued.
h. ❑amag� by blade aGtinn to tlie slab surface and to the cnilcrete immediately
adjacent ta rlie joint s�all be n�inimized.
i. Any pc�rtictn of the curing membrune �vhic�� has been distur6ed by sawi��g
operations shall be restoreti by sprayin� fl�e areas ���iih ac�ditivnal curing
co�n�nund.
7. Trans�erse �onstructinn .iaints
a. Construction joints forn-�ed at the close af esch d��y's wark ar when t��e placin�
of cancrete has been stoppeci for 3U-minutes ar Ian�ei� shall be cosastructed by
usc afinetal nr ��=anden b�ilkheads cut true to the s�ction oft�se t7nished
pa�ement and cleaned.
b. Woode�� bulkheads shall have a thick��ess of not less than 2-inch stock material.
c. Longitudi3�aI bars sha�l be held securely in place in a plane perpendicular to the
surfa�e ai�d at riglit a�igles tn the centerl ine at� the pa�•ement.
d. Edges shall hc rnunded tn ]�4 inch radius.
e. Any surplus concrete on the sub�rade shall be remo�ed upon ti�e resumptian of
the war�t.
8. Longitudinal C�nstructinn Toints
a. Longitiidinal constniction jnints s}iall be ot'the type shown nn the Drawings.
9. Joint Filler
a. Toint tiller shall be as specitied irs 2.2.1 nf the size and shape shown on the
IJraw�ings.
b. Red���aod Board joints shall be used far all pa��ement joints except for
exp�u�sion joints that are coinc:ideni wit� a but[ joinl against exisling
k�a��e�ments.
c. Saards «•ith Iess than 25-percent n�� moist���-e at tl�e time ot installation shall �e
tharaughly �vetted on t��e jab.
ci. Green lumber of much hi�her mvisture cctntent is desirable and acceptable.
e. 'I'he joint tiller shalI be apprapriately cirilled to admit the dowel bars when
requir�d.
[��. The bnrtnm edge nf'the fi�ler sl�all extend tn nr slightiy helnw th� bnttom nf t11e
slab. The tap edge shall be I�eld approxiinately 1� 2 inc�� f�el�w tl�e f nished
surface of the pa�°ement in order to allow° the tinishing operations to be
rUntinuous.
g. TYse joint 1�iller rnay he �ompnsed nf'more tk�an nne length nf board in the
lenbih af joint, but na board �f a lengih less ll�an 6 foai may be used unless
otherwise sh�wn oF� the Urawings.
h. Af'ter tl�e remn�al nf the side forms, the ends nf'the jnints at the edges nf'the
slab shall �se �areti�lly opened fnr t11e �ntire d�pth n#'th� slab.
1(]. .foint Sealing. Rautine pa�ement joints s��all be filled consistent ��ith pa�in� detaifs
a��d as speci#ied in Section 3? 13 73. Materials shall �enerally be handled and
applied accordinb to the manufacturer's re�ominendations as specifi�d in Section
32 13 73.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
.i2l.il3-I5
C'[.}N[:'RC'fE f'AVThiC�
P:t�e 1 � of "? 1
G. Placing C:ancrete
1. llriless ntl�erwise spe�ified i�1 t�e Drawirigs, the fin�shed �a�ement shall lae
c��nstnicted ir�onnlithi�ally and cnnstructed by ma�:hined Iaid methnd unless
impractical.
2. T��e c�ncrete shall be rapidly tiepo5ited oi� the sub�;rade in suc�essi��e batches and
shall be distributed tn the required depth and for the entire width nf'the pa�ement
by s�xnveling nr nil�er apprnved �T�ctllods.
3. Any con�rete not placed as herein presCribed withii� the iime limits in the followin�
tahle will be reje�ted. Time begins when the water is added ta the mixer.
Cc�ncrete Temperature
(at pnint of'placement}
All te�nperatures
Abn��e 9D°F
AUn��e 75°F tl�ru 90°F
75�F and Below
1 �Inrival dosage nf re�arder.
Ten�perature — Time Reyuirem
� Max ?iine — 3ni��utes
(n❑ retarding agent]
Nan-A itated Contrete
45
fl itat�d Conerete
Tii�e may be reduc�d hy
City
�0
5U
Max Time — minutes
(with retac-ding agent]'
45
75
90
12ti
4. Rakes shall not be used in ��andling concrete.
S. At the end of the day, nr in case of una�oidable intezY-uptinn nr delay of' mare than
3[} minutes or lon�er to prevent cold jain[s, a trans�'erse canstruction joint shall be
placed in accordance with 3.4.P.7 cif ihis Sectian.
G. Hvixey�axnbing
a. Special care shall be taken ia� placin� and spadin� the canerete against the
forms und at all joinis and assemblies sv as tv preveni honeycornbing.
b. Fx�essi�e �nids and hnneycnmhing in the edge of the �a�erneilt, re��eaicd by
the r�n�o��al of'the side fn�xns, may be �a�zse far rejectinn of the section nt slala
in �=hich the defect o��urs.
H. Finishing
1. Macliine
a. To�erance Liinits
1} W��ile the concrele is s[ill worka�Ie, it shall 6e iested for iiregulariiies with
a]0 fot�t straigk�tedgc placed parallel tn the centerline o#'tl�e pa�ez�ent so as
to bridge depressinns and tn tn�i�h all hi�h s�nts.
2} �rdinates measured from the fa�e of the sirai�hted�e tv the surface of the
pa�ement shall at no place exceed li 16 inch-per-foot Froan the ��earest point
o# cnnta�t.
3) In nn �ase shal f t�ze maximum ordinate tn a l d f'nnt straigiitedge be greater
tl;an 1!$ inc:h.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
.i2 I .i l3 - I fi
C'[.}N[:'RC'fE f'AVThiC�
P:t�e 16 of "? 1
4} Any surface r�ot witf�in the tolerance liinits sh�ll be reworked and
refinished.
e. La�����
]) Tl1e edges nf slabs and alI joints requiring edging shall ue carefully tooled
with an edger nf thc radius required by the Drawings at the time the
coi�crete Ue�ins ta take its "set" and becoines nUn-workable.
2} All such work sh��ll be le�t sma�th and true to Iines.
2. Hand
a. Hand iinishin� permitted only in iniersections and areas inaccessible to a
finishin� machine.
b. When tke hand methnd nf'striking nff'and cni�solsdating is perFnitt�d, the
cnncrete, as snon as pIaced, shaIl bc apprnximately le�eled and then struck oft'
witl� screed har to such �:le�ation abo�e grade tl�at. w=hen consolidated and
fnished, [he surface of the pa�einent shall be at the �rade ele�'atioi� s��own on
the ❑rawir�gs.
c. A slight excess afmaterial shall b� ke}�t in front nf tlie cutting edge at all times.
d. The straightedge and_joint titiishing shall be as prescribed herein.
L C'uring
1. The curin� of concrete pa�ement shall be thorou��� and continuous throughout the
entire curi��� periad.
�. Failur� to ��ro�ide proper �uri�g as herein ��res�ribed shall �se �nnsidered as
sutficient cause fnr immediate suspension nf'the pa�it�g operatinns.
3. Tl�e curin�* method as ��erein specified does �zot preclude [he use of any of the ot��er
commonly used inethods nf curing, and tlie Ciry �nay a�pro�e another inethnd of
curing if sa request�d hy tl�e Cnntractnr.
4. [f any sele�ted method of curii�� does nat afforci the desired results, the City sha�l
ha�•e t3�e ri�ht to order that anaiher method of curin� k�e ii�stituted.
5. Af[er remo�al of the sicie forins, the sides of [he slab sf�all recei��e a like coatin�
before eartl� is banked a�;ainst thent.
G. T�e solutinn shall be applied, under pressure with a s�ray nnzzle, in such a manner
as tn cnver the entire surfaces thnrnugl�ly and cni�plet�ly witl� a uili�nrin filtn.
7. Tl�e rate af ap�alication shall be su�h as to ensure coinplete ca�erage and shall not
ex�eed 2Q-square-yards-�er-gallon o�'�uriszg compnund.
$. Wl�en thnrnughly dry, it shall prnvide a cnntinunus and f.]exible txaemhrane, free
from cra��Cs or pinhales, and shall not disinte�rate, check, peel or cra�k during ihe
c«ring period.
9. If fnr atay reasnn th� seal is brnken d�iring the curtng perind, it shall be immediately
repaired with additi�nal sealin�� sohition.
].U. Wl�es� tested in a��ordance with 1�.STM CI56 Water Retentinn by Cc�ncrete C�iring
Materials, the curing compn«�1d shall pro�ide a film which shall have retainGd
withir� the test specimen a percenia�e ❑f t��e inoisture present in tl�e specimen whe�
the curi��� compounci was applied �ccordin�; to the following.
]. I. Contractor s�all rnaintain and �rvperly repair damage to curing materials an
exposed surtaces of.' �nncrete pa��ement �ontinunusly for a�east 72 hours.
.1. Monolithsc C'�Frbs
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
.i2l.il3-I1
C'[.}N[:'RC'fE f'AVThiC�
P:t�e 17 of "? 1
1. Concrete for monolithic curb shall be the same as for the pavement and, if carried
back fram the paving mixer, shall be place�i wit��in 2C1-minuies after bein� mixed.
2. Af'ter thc cnncrete has heer� stnick �ff and sufticiently set, the ex}��sed surtaces
shall be thorou�;hly ��arked �vitl3 a waaden flat.
3. T�ie exposed edges sl�all be rounded by the use af an edgin� tool ta the radii�s
indicated nn the Drawings.
4. All exposed surfaces of curb sha.11 be brushed to a smaaih anci unifami surface.
K. Alley Pa�ing
1. Alley paving shaIl be canstructeci in acc�rdance r��ith the speriiicatians for concrete
pa� ing hereinbefore described, ia� ac�ardance with the details sl�own an tl�e
Drawings, and �=ith the follnwing additinnal pm�isivns:
a. �1lley paving shall be �nsastru�ted tc� the typi�al crc�ss sections sl�own vn the
Dralvings.
b. Tra��s�erse expansion joints of the type shown on the Drawin�s shall be
cnnstni�ted at the �roperty lin� nrs each end nf'tl�e alley wit11 a inaximum
spa�ing ot'Gfl0 feet.
c. Traa�s��erse caniraction and �iummy joints shall be placed at the spacin�; shown
an the Drawin�s.
d. Cnrttractinn and dumix�y_joints shal] be fnnx�ed in such a manner that the
required jnints shall be prnd�iGed to the satisfactinn nf the City.
e. AIl jr�ints shall be coi�slructed in accorciance wit�� [his spetification and fille�l
in accordance with the reyuireinent of 5ection 3? 13 73.
L. Pavement Lea��e��uts
1. Paveinent Ieaveouts as necessary to inaintain and pravide for local traffic sha11 be
pror°ided at locatioi� indicated on the brawin�s �r as directed by the City.
2. The extent and lncation nf each lea�eo►�t required and a suitahle crvsso��ex�
caru�ectian to pr�7vide for traflic mo�ve�nenis shall be detennined in the relt� by the
c�r�.
�;���►i:�
!1. Repair nt'�oncx��te pavenzent concrete shall be cnnsistent ��ith the Drawings and as
specilied in Se�tia3� 32 O 1 29.
3.G R�:-IYSTALLATI�N �NOT USED�
3.7 SiTE QLJALITY CQ'YTRQL
A. Con��-ete Placement
1. Place �on�rete t�si�lg a fully autntr�ated �a�ing ma�hine. Hand pa�ing o�11y
perinitted in areas s�ich as iniersectioi�s where use of paving machine is not
[�ractica]
a. A�1 concrete pa�eznent nnt placed hy hand shall be �}a�ed using a tul�y
uutomateti paving inachine as appro��ecl by tlie L:ity.
b. Screeds will ��ot �e allo��ved except if approved by the C'iiy.
B. Testing at�Materiais
1. San�ples of all materials far test shall be made at the ex�aense of tl�e C'ity, unless
otherwise spe�i#�ied in the specia] prn�•isinsas or in the Drawings.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
.i2l.il3-Ik
C'[.)N[:'RC'fE f'AVIItiC�
P:t�e 18 of "? 1
2. �n the event ihe initial sa�npling and testin� does not comply with the specitications,
a11 subseyiient iestin� af t�e anaterial in arder ta detern�ine if the material is
at;ceptable shall be at the Contractor's expense at the saine rate charged by the
co �nm er� i a l I abo �-ator i e s.
3. All testing sl�all be in accardance ��ith applicaf�le ASTM Standards and cancrete
testing tec�snician cnust bc f1C'i certified nr equi�alent.
C. Pave3nent Thickness �Iest
1. Upon completion of the work an� beFore final acceptance and final payment shall
be made, pavement thi�ks�ess t�st shall be n�ade hy the City.
2. ?��e nu�nber of tests and location sha�l be at the c3iscreiion of the C'ity, unless
atherwise specified in the special pro�isions ar on the Drawi�zgs.
3. The cnst fnr the initial pa�en�ent thickness test shall be the ex�ense of the City.
4. In the event a deliciency ii� [he tl�icit�-�ess of pa�•ement is rer°ealed during normal
testing operations, subsequent tests ne�essary tn isolate the deticie�lcy shal] be at
the Contra�tar's ex�ense.
5. Tl�e cost for a[iditional corin� test s��all be at the sarne raie char�ed �y coir�anercial
labaratories.
G. Wher� the average thi�kness nf pave�lzent in the area found tn be de[-i�ient irs
thickness hy mnre than 0.2� inch, h�rt nat �r�ore tl�an �.SD inch, payment shall k�e
made ai an adjusted price as specitied in the followi��� table.
I]eficie�icy in `I'}iickness
Delermined by C��res
]n�hes
{],[}{1 _ 0,7[]
t1.21 — 0.3{1
0.31 -- �.�}fl
�.41 — 0.5fl
8.
9.
lfl.
Prnportiarkal �'art
❑f Con[rarl Price
AlIn4�°ed
1 f3[l �ercent
8(3 per�eait
7� percent
64 percent
7. Any area ot�pave�nent fnund deticient in t�sicl�ness hy alinre than 0.5f] in�h but nnt
inore ihan U.75 inch or 1�'lU of tl�e thickness speciCeci on the Drawings, whiche�ver
is �reater, shall 6e evaluated by the City.
If, in the judgment of tlie �ity tlie area of'such det-iciency shvuld not lae re�na�ed
and replaced, there shall be no payment ior the area retained.
If, in the judgment nf�tl�e �`ity, th� area ot�such deticiency w'arrants retran��al, the
are� shall be reina�ed ai�d replaced, at the Contractnr's entire expense, with
concrete nf t�e tliic��ess shnwn on the Drawings.
Any area ot�pave�nent fnund det�cient in thi�kness by inare tl�an �.75 inch nr more
than Ii'10 nf�the plan thi�lsrt�:ss, ��=hiche�e�- is grcater, shall be r�tx�a�ed and
replaced, at the Coi�tractor's entire expense, ���ith cancrete af the [hickness sl�ar�vn
an il�e Urawings.
]�. Nn additinnal payment n�er the cnntract unit price shalj be tr�ade fnr any pavement
o�'a thi�ki�ess ex�eeding tlaat required hy tl�e Drawings.
D. Pavement 5trength Test
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
.i2l.il3-I9
C'[.}N[:'RC'fE f'AVThiC�
P:t�e 19 of "? 1
1. Durin� the pro�ress of the wark i�e City si�all pro�•ide trained tecl�nicians to cast
tesi cylinclers for conforming to ASiM C31. to maintain a check �n ihe
coinpressi�e stren�ths of the concrete bein� placed.
2. After the cylinders ha�ve 6een cast, they shall remain oi� the job site and tI�en
transportec�, iiioist cured, and tested by the City in accor�iance witl� ASTM C31 a��d
ASTM C39.
3. In ea�h set, ] of tl�e cylinders shail lae tested at 7 days, 2 cylinders shall he tested at
28 days, and 1 �ylinder shall lae held ar tested at 56 days, if �e�essary.
4. If ttie 28 day test results indi�ate deti�ient strength, ttie Cnntractor i�tay, at its n�tio�1
and ex�ense, �ore the pa�ement in question and l�a��e the �ores tested hy an
approved laboratory, ii� acc:ordance with ASTM C;4Z and ACI 31 � protocol, except
the avera�e of all cores must meet lUfl percent oFthe mii�imu�n specified stren�ih,
with na individual core resulting in less t��an 9a percent oFciesi�n stren�t.h. to
override th� results nf the �ylinder t�sts.
5. Cylinders andl�r cores must meet minimum specified stren�th. If cyiinders da n�t
meet ininitt�um specified stren��th, additional cores shall be taken to identify the
liinits of deficient concrete paveinent at the expense nf'the Cnntra�tor.
G. Cylindcrs and�nr cores must meet minimum s�ecified strengtll. Pa�ement nnt
meetin� the minirnum specitiecj strength si�a11 be subject ta the m�ney penalties or
remo�'al and placement at the Contrac:tor's expense as show in the Lollowing table.
I'ercent Deficient
C'ra•eater T�an 0 percent - Not More T�ian I(1
Grea�er'1'h�n 10 nerceiit - Not More Tlian 15
Cireater Tl�an I 5 per�ent
Percent of Cantra�t Price Allowed
Q-�ercent nr remn�ed and repiaced at the entire cost
and exaense of C'antra�tor as di�e�ted h� C'it�
7. The amount nf �enalty shall be deducted 1'rnin ��ayi�ent due to Contractc�r; such as
penalty deducted is to deti-ay the cost of extra maintenan�e.
8. The stren�,�th rec�uirements f�r str�xct�res and other concrete w�ark are not altered by
the special pro�ision.
9. No additional payn�ent over t1�� contract unit pricc shalI he made for any pavetT�ent
of strei�gth exce�diilg that n:qiiired by the i]rawings andlnr s�ecifications.
E. Cra�ked Con�rete �l.cce�tan.ce Policy
1. [f cracks exist in cancrete pavei�ient upon coi�ipletian af�tlie project, tl�e Project
Inspector shall make a determina[ian as to the neec� For a�tian to address the
cracking as tn its �ause and recrnr�mended re�r�edial G�=nrk.
�. If the recnmmended remedia] �=ork is routing ai�d scaIing nf the cra�ks tn protect
the subgrade, the Inspector shall inake the determination as [o whether to rout and
seal the cracks at the time of final i3ispeclian and acceptance or at any time prior to
the end of the prnject n�aintenan�e perind. The Contractnr sl�all �erfnrm the rnuting
and sealing w=nrk as dir��ted hy the Project Inspectnr, at no �nst tn the City,
regardless af t1�e cause of the crackin�;.
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ON� fkt:CTTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised December ?il. 2[1l2
.i2 I.i l3 -?�
C'[.)N[:'RC'fE f'AVIItiC�
P:t�e 20 of "? 1
3. If remedial work beyo�id routin� anc� sealing is detennined to be necessaty, the
[nspector anci the Contractor will attempt to agree on ihe cause oF the crackin�. If
a�reement is rea�heci that t��e cracki��g is due to deficient Fnat�rials ar w�rkinanship,
the C'ontra�tor shalI per�n�-m the remedia] work at no cost tn thc City. Re�nedial
work in tl�is case s}iall b� Iiznited to remo��ing and re}�la�ing the defi�ient work ��ith
n�w n�aterial and worlunai�ship that meets the reyuirements al the contract.
4. If remcdial work beynnd rnuting and sealing is determined to be ne�essary, and the
Ir�spector and the Cviltractor agree that thc cause of the cracking is nnt d�{-icient
materials or workmanship, the City �nay reyuesi the Contractor to prvvic�e an
estiinate of the cast of the netessary remedial �r�ark anc1�'or adclitional work to
address the �ause nf� the cracking, and t}ze �'nntra�tnr w=iIl pertot7n that wnrk at the
agreed-upon price if tk�e City ele�ts tv dn sn.
S. [f reme�iial w�rk is necessary, and tlie I�ispectar ancj the Cantractor can�iot agree oa�
the cause of tl�e cracking, the C'ity may liire an independent �eotechnical en�ineer
tn perfnrm testing and az�alysis tn determine thc cause of�the cracking. The
contra�tar will escraw SO percent of LI�e proposed casts o#�ihe �eotechnical contract
with the City. �I'he Contractoi- and ihe Ciiy shall use the ser�ices oF a ��eotechnical
�rri� acceptahle tn bnth pa�ties.
G. It the gentechnical cngineer dete�-mines that the primary cause nf�t�e cracking is the
C'antractor's deticient material nr wnrk�nanslii�, the remedial �rvrk will ue
periori�ied at the Contracror's entire expe;�se a��d the Contractor wilI also reimburse
the City For the balance of the cost of the geotec�uii�al in�estigation over and abo�e
the arnount that has pre�•inusly laeen escrnwed. Remedial wnrk in this case shalI be
limited tc� remn�ing and re�lacing the de�icient wo�-k with new� material artd
workmanship that n�eets if�e rec�uireinents of lhe cantiact.
7. I��the geote��nical engineer det�rrnines that the primary cause of the cracking is nnt
the Contra�tar's de�icient i�naterial nr workmanship, the City will return the
estr�wed it�r�ds to the Contractor. 1"he Contractor, an request, will pro�ide the City
a�� estimate of tl�e costs of the necessary remedial work aa�dior additit7nal w°ork anci
will perfc�nn the �vark ai the a�reed-upon price as directed i��v the City.
3.8 SY5TEl1� ST�'1RTUP [NOT US�D]
3.9 AI3JLTSTIhG [N�T USED]
3.10 CLEA:'V�IIlG [N�T USED]
3.11 CLDSEQCJT ACTIVITIES [wOT USED]
3.12 PROTECTIQN �N�T l]SEI]J
3.�3 MAINTENANCE jIVDT LISED]
3.14 ATTACI-iN1ENTS �NDT IJSED�
C'I"I'Y [)F F[)RT' �i'C)13"I H ['[:)H[] A�artments
5'fAVI.]A171.1C'ON51'[2l;("1'TC]N SPECTFIC'A"fT[:]N f�[:]CUA7ENT5 f3'RC'19-i11a1
t�e�ised Deccmbcr ?{}. ?[112
32 13 l3 -?l
C'[]NCRE"fF f'AV1NC�
P:t�e 21 of "? 1
END OF SECTIQV
Rs:�'isian Lo�
I]A'I'E I NAMF; I 5[Ji�iMAf�Y [.)F' CHAN[rI-:
1?: ? U: 2U 12
1.?..4— 1�4oditicd items tc� be includeci in paice bi�l
U5 21�2U14� Uo�i� f��idem�iker� 2.Z.11 — Mudii�ed to �ia�ify aeceplablc: Ily� �i�lt sui�s[it[liic�n in CUnciet� paVin�
C'I"I'Y []F' P[)k'C' �i'C)131'H ['[:)H[] Apartments
S'fAV])A121:] C'ON51'[2l;("1'T[]N SPECI}"IC'ATI(]N �(:7C'[1A7ENT5 13'RC'19-i}1�11
t�e�ised Deccmbcr ?{}. ?[112
3� l3 F[] - l
C:[]N(`RE'TG 51I]EVJALKS. []RIVE�tiAYS AN17 F3ARktER FREE RAMPS
P:tge I of b
sECT�vN �� �� 20
CC7NC:RETE S1llEWALKS, DRIV�WAYS ANL] BAR[�IEIt PR�E I�AMPS
PART 1 - GEI�EHAL
1.1 S11:�'iMARY
A. 5ection [i�cludes:
1. C'oncrete sidewalks
2. Dri��ewayy
3. Barrier free ramps
B. De�iations from [his City of Fart Warth Standarti Specification
1. None.
C. Related Speciti�atinn 5ectior�s include, but ar� not ne�essarily limited to:
].. ❑i�•isinn 0- Bsdding Requirements, Cvntract Forms, and C'nnditions nf tl�e C'nntra�t
2. Division 1- General kequireinents
3. Sectinn Q? 4I 13 - Selective Sit� Demolitinn
4. Sectioi� 32 13 13 - Concrete Pavin�
5. Sectinn 32 13 73 - C'oncrete Pa�iilg Tvint S�alaa�ts
l.2 PRiCE AND P�YMENT PROCE.DLTRES
A. Measureinent and Payment
1. Concrete Sitie�valk
a. Measurement
]) Meas�trennent fnr this Item shal� be hy tlae squac-e font n�� cnmpleted and
accepted Concrete Sic�ewalk in its fi��al pUsition for various:
a) Tl�icki�esses
h} Types
b. Payt�ent
1} The work perfanned and niaterials furnished in accordance �vith this Itein
and r��e�isured as pro��ided under "Measureine»t" will be paid for at tf�e unit
�ri�e l�id per square fnnt nt�Cnncrete Sideu,•alk.
c. The price hid sl�all i��clude:
1} F.xcavatiilg a��d prepa�-ing the snbgrade
?} I'urnishin�; and placing aIl materials
2. Ca�icrete Curb at Back of' Sidewalk (6 to l2 inch max}
a. Measurement
1} Measurement far tI�is Item sha11 be by the lir�ear Foot c�f campleted and
accepteci Concrete C:ur6 at the Back of Sic�ervalk within ihe 6 to 12 incl� curio
height at ha�k of walk in its final �nsitinn.
b. Payil�ent
1} The wc�rk perfc�rmecl and niaterials Furnished ii� accordance G��ith this Item
and z��easured as pro��ic�ed under "Me�surement" will be paid for at the unit
price hid per linear fn��t nf �t�ncrete Curh at the Back n�� Sidewalk.
c. The price bid sl�all include:
]) Exca��ati�lg and preparing the sUbgxade
C'1"fY [)F F[)RT WC)RTH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS fkt;C'TTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised June ,5, ?[1 i2C
3� l3 F�] - 2
C:[]N(`RE'TG 51I]EVJALKS. []RIVE�tiAYS AN17 F3ARktER FREE RAMPS
P:tge 2 of b
?} Furnishin�; and placing a11 materials, incluciing concrete and reinforcing
steel
3} L•;xca��ati�n in back of "retainin�" curb
4} Fu�-nishing, placing, and cn�npa�ting ba�ktill
3. Concrete ❑ri�'eway
a. Measurement
l) Measurement for this Item shalI he by tl�e sc�«are font nf cnmpleted and
ac�epted Concrete l7riv�way in its t�inal position for �arinus:
a) 7'��ickc�esses
b) Types
2) Dimensions tivilI be taken fi-nm the �aci� nt'th� prnjected �urb, including the
area of'the curla radii and will extend tn thc limits specified in tlie I7ra��ings.
3} 5idewallc portion of drive wi�l 6e included in dri�eway measurement.
4} Ciirb on drive will be included in the driveway ineasureinent.
b. Payment
]} The �=nrk �ertormed and materials furnish�d Fn accnrdance with t11is Item
and Tneasured as pro�ided under "Measurement" wsll be paid far at the unit
price bid per syu�ire foot vf Concrete Drive�t�ay.
c. �T'he price bid shall in�lutie:
]) Excavating and preparing the suhgrade
2) Fux-nishing and placing a11 mat�rials
4. f3arrier Pree Ramps
a. M.easurement
]} Meas�trement �nr this Item shall be per each �3arrier Free Ramp com�leted
and accepted fnr �arinus:
a} Types
b. Payme��i
]) The w=ark �rerfo�-med and inaterials furnished irs accordailce with tl�is Item
and measured as pro�ided under "Measurei�ent" will be paid far at the unit
price bid per each "Barrier Free Ram�" installeci.
c. The price bid shall include:
]) Excavating and preparing the subgrade
Z) Furnishing and pla�ing aIl materials
3 } C:urb �amp
4} Lantiing anc9 detectable warnin� surfa�e as shown an tf�e ❑rawings
5} A�ljaceni Flares or side curb
f.�� :�. �1.�1.�1..�.�1►'[�.7b7
A. Ablare�•iatians and A�ronyn�s
1. TAS - Texas Accessibility Standards
2. TDLR - Texas De�ax-tmerit of I.icensing and Regulation
I3. Reference Standards
].. Re�erence standards cited in this Speciti�atinn ref�r to the current reference
sianciard published at the time of the latest reviyion daie lo��ed ai the end of this
Specificatioi�, un�ess a date is specitically cited.
2. llmerican Society tnr Testing and Materials (ASTM}
a. D545, T�st Metl�ods fnr Pz-ef.'armed F,xpansian Ja�int Fillers fnr Cnncrete
Construttian (Non-extrirciing and Resilient Types)
C'1"fY [)F F[)RT' �i'[7RTH ['[)H[.] A�artments
STAVi]ARl:7 C'oN5 fkt;C'TTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised June ,5, ?[1 i2C
3� l3 F�] - 3
C:[]N(`RE'TG 51I]EVJALKS. []RIVE�tiAYS AN17 F3ARktER FREE RAMPS
P:tge 3 of b
b. Db98, Test Metl�ocls for Lai�oratory Ce�mpaction Characteristics af SaiI Usin�
Staiadard Effc�rt (12,4a0 ft-lbflFt3)
1.4 ADNIINISTRATIVE RE�UIREMEI�T5 [N�T USED�
1.5 Sl1SMITTALS [VOiT USED�
l.G �CT[QN SUSMITT�#LSIINF�RM�TIaNAL SUSM�TT�LS
A. Mix llesi�n: submit far appro�•al. Section 32 13 13.
B. Prnduct Data: suhmit �roduct data and satx��le fnr pr�:-�ast detectahle warning fnr
harrier free ramp.
1.7 CLQSEOIJT SUSMITTALS [NQT L'SEDj
1.8 Mr�INTENANCE 1VIATERIAL Sti SMITTALS [N�T USED]
1.9 QC]AL[TY ASSURAI�CE [NQT [15ED]
1.10 ❑ELIVERY, ST�RAGE, AND HAwDLING �N[7T LISED�
l.il FIELD CDNDT.TIQI�S
!1. Weather C'ondit"svns: Placement of' concrete shall be as specified in 5ection 32 13 I3.
1.12 V4'ARRr1l�TY [NQT i1SED]
PART 2 - PR�DUCTS
Z.I DWNE�t-FURNISHED PRODUC7'S [wQT USE��
2.2 EQCIIPMEVT AND MATERIALS
A. I'orms: wo�d or metal strai�ht, tiee from warp and of a ciepth eyual to ihe thickness of
the iinished wvrk.
I3. C:ancreie: see Section 32 13 13.
1. Unless other�vise slao�vn on the Urawin�s ar detailed speci�cations, the stanciard
class tnr cnncrete sidewa�ks, dri�=eways and barrier free raznps is shown in the
fnlln��sng table:
Stanciard Classes of Pa�eme��i Concrete
Class of Minimum 2$ Day Min. Maximum
Cancrete' Cementitious, Compressive Waterl
I.b.ICY Strength' Ce�nentitious
psi Ratia
A I 47D I 30D0 I 0.55
Course
Aggregate
Maximuai�
S ice,
incI}
]-I,�2
C. Reinforcenaent: see Section 32 13 I3.
].. Sidewalk, dri�eway and barrier free ratx��r reint�or�ir�� steel shall he t`3 defnrmed
bars at �8 inches on-center-both-ways at the center plane af all slabs, ui�less
otherwise shown on the Drawin�s c�r detailed speLifcations.
D. Jni��t Filler
1. Wood F'iller: see Section 32 13 13.
�. Pre-Molded 1lsphalt Bnard Filler
a. Use only in areas where not practical for woad boards.
C'1"fY [)F F[)RT' �i'[7RTH ['[)H[.] A�artments
STAVi]ARl:7 C'oN5 fkt;C'TTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised June ,5, ?[1 i2C
3� l3 F�] - 4
C:[]N(`RE'TG 51I]EVJALKS. []RIVE�tiAYS AN17 F3ARktER FREE RAMPS
P:tge 4 of b
b. Yre-molded asphalt board filler: AST'M D545.
c. lnsiall tihe required sice and unifoi�n thickness and as specified in I�rawin�s.
d. Inclucie 2 Iiners af U.Olb aspl�alt impre�nated kraft paper Cilled with a mastic
mixture ❑f' aspl�alt and �=egetahle tiber andivr mineral ttller.
L. Lxpansion ]oint Sealant: see Sectio�� 32 13 73 �n���ere shawn an the Ura�vin�s.
Z.3 �CCESSnHIES [NnT i]SED]
Z.4 SQURCE QUALITY CQN7'ROL �NDT []SED�
P�ART 3 - EXECUTI�N
3.1 INS?ALLERS �ND7' CISED�
3.Z EXAMiI�`AT101� [NUT USEDJ
3.3 PREPARATIDN
A. Surface Preparatinn
].. Exca�°atic�n: Excavatinn required for tlie �onst�uction of sidewalks, driveways and
barrier tree ramps shail b� to the liues and gr�des as shn��=n nn the Drawings or as
estahlished by the City.
2. Fine Gradin�
a. The Contractoa- shalI do al] necessary #illing, le�eling and fine grading required
t�� hring tl�e subgrade to the exact �rades specii�ied and cnrnpactcd tn at least 90
percent of maximum density as t#eterminec3 by ASTM IJ698.
b. Moisture c���tent s��all 6e withi�� rnint�s 2 to glus 4 of optiinuin.
c. �1ny nver-ex�a�atinn shall be repaired to the satisfa�tinn ot�the C'ity.
B. Uemolition 1 Remo�al
]. Sidewalk, D�-i�•eway andi or 13arrier Free Rain� Rema��al: see Se�tion �2 4l l 3.
[��1.6� �►11 �rY[r]�
A. Gerteral
1. Conrrete side�valks shall ha��e a minirnum thick�ess oF4 incl�es.
2. Sidewalks cnnstructed in dri�eway apprnach scctinns shall have a minrmum
thicicness equal to that of �iri�eway approach or as �alled fnr by Drawings and
5peciCcations within the limits of the driveway approach.
3. ❑ri�eways shall have a minimum thickaless o�' C in�hes. Standard cross-slopes for
w°alks shall he 2 percent max in ac�nrdan�e with currei�t TASITI7.C.R gusde�ines.
Tl�e construction of ihe ciri�'eway approach shall include the variable ��eight radius
curh in accar�iance w'iih the Ura��ings.
4. Elll pedestrian tacilities shall cnrtaply ��ith provisions nT'T.nS including fn�ation,
slope, widt��, shapes, texture and coloring. Pe�iestrian lacilities installed by the
Cantracior ancl not meeting TA5 must be removed ancl replaced ta meet TAS (no
separate pay}.
B. I'orms: F� onns shall be securely staked to lii�e a�ld grade a��d maintai��ed in a true
pasitian c�urin� the depositin� af cancrete.
C. Reinforcement: see Sectian 32 13 I3.
D. Can�rete Placement: see Section 32 3 3 13.
C'1"fY [)F F[)RT' �i'[7RTH C[)l-I[] Apartments
5TA V i]ARl:7 C'oN5 fkt; C'TTC]N SPE;C'I]� ICA"fT[:7N p[:7C'[1�ti4 C�lTS iYRC' I9-i1l � l
tte�ised June ,5, ?[1 i2C
3� l3 F�] - 5
C:[]N(`RE"fG 51I]EVJALKS. []RIVE�tiAYS AN17 F3ARktER FREE RAMPS
E. Finishin�
P:tge � of b
1. Ca�icrete sidewalks, dri��eways arsd harrier tree ramps shall lae finislied tv a tr�ie,
e�en surface.
2. Trowel and then brush transversely to o�iain a smoot�� unifarni brush finish.
3. Prn�•ide ex�nsed aggregate tir�ish ifspecified.
4. Ed�e jUints a��d sides shall wii�} suitable taols.
F. Joi��ts
1. Expansioii jaints for siciewalks, driveways and barrier free ramps shall be formed
using redwaod.
2. Expansinn jnints shall be p�aced at 4D �nnt inter��als �or 4 tont wide sidew=alk and 5D
foot inter�•als for 5 foat wide and greater sidervalk.
3. Expansion joinis shall also 6e pla�ec� at a11 interseciions, side��•alks with concrete
dri�ew=ays, cUrbs, fnnnatinns, nther sidel�alks and other adjacent nld cni�crcte work.
Sirnilar tnaterial shall be placed around all ctbstructions protruding inio or throu�h
sidewalks or driveways.
4. All expansiars jnints sliall b� 112 ineh in thickness.
5. Eciges of al� c�nstruction a�id expansion jc�ints and auter edges of all side��a�ks shall
be finished to approximately a li2 inch raciius with a suit�ble fi��ishin� tool.
G. Sidewalks shall be mat'ked at inter�als equal rn t�ie width of the wa�k with a
marking tr�ol.
7. Wl�en sid4w=alk is against the cirrb, expansinn joints sliall mat�}i t�Zns� in tlae Gurb.
G. Barrier Free Rainp
1. Furnish and install brick red color pre-cast dctectable warnii�g Dnme-Tile,
manutactured by StrongC;n Industries nr approved equal by t11e Ciry.
2. Detectable warni��g sY�rface shall he a minimum of ?4-in�h in r�epth in the direction
nf }�edestrian tra�el, a�id extend to a minimum of'4$-incl� atong the curk� ramp vr
landii�g wherc the pedestrian access rnute enters the street.
3. Locate detectable w°arnin� surface so that the ed�e nearest the ct►rb line is a
sninimuin af fi-inch and maximum of $-inth fram the extensian of the face af the
c�trb.
4. ❑etectable warnin� Dome-Tile surface rnay be cur�°ed aloa�� the carner radius.
5. Instalt detectabte warnin� surface accordin� to manufarturer's instructioa�s.
C'1"fY [)F F[)RT' �i'[7RTH ['[)H[.] A�artments
STAVi]ARl:7 C'oN5 fkt;C'TTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised June ,5, ?[1 i2C
3� l3 FU - b
C:[]N(`RE'TG 51I]EVJALKS. C]RIVEVvAYS AN17 BARI�IER FRCE RAMi'S
P:�ge 6 of 6
3.S REFAIRJRESTDRATI�N [N�T []SED]
3.G RE-i�fSTALLATI�N �NDT' USED�
3.7 FIEI�D QLiALTTY CaiVTR�L �NOT' USEDj
3.8 SYSTEII�I STr�RTUP [NaT USED]
3.9 ADJUSTII�C [NOT USED�
3.10 CLEA�II�G [N�T USE[l]
3.�] CLQSE�[TT �CTIVITIES [VOT LiSED]
3.12 PROTECTIQN �ND? []SED�
3.13 MAIIVTENANC:E [N�T LISED]
3.14 ATTAC�-[MENTS �iV�T l]S�.D�
ENO �F SECTi�tii
Re�'ision Lo2
DA'C'E NAME 5[J�IMARY DFC:HANCT�'
12�?CY�?Ol? D. Jnl�nson �'Z .`� .3 - Measuretnent and Payment fnr BaG'rier Free Ramps mndi#ied tn matc3�
updatcd City f�etails
4:30,'2613 E. CiriFfin ������cted Part 1. 1.?, ,�4, 3, h, � to read; fi'nttl ...�i�uare tant nt C'nncrete Sidew'alk.
�a . . .each "13arrier hree l�amp" installed.
dtinc: 5, ZUI$ A'i L7G�'rn Revised �9easurem�nl a�id I'ayment.section.
C'I"I'Y []F' P[)k'C" �i'C)It1'H C[)H[] Apartments
S'fAV])A121:] C'ONS"fILt;C'1'TC]N $PEC:T}�IC'A"fT(]N ll(:7C'[1A7E�IT5 13'RC'19-i}1�11
�e�ised iune ,5, ?[1 iK
3�1373-1
CONi:RETti PAVIN[.�.f[:]IN"f SEALANI�S
P:tge I of 4
sECT�vN �� i� ��
C UNC'RLT� PAVITIG J[�INT SEALANTS
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian Iz}cludes:
1. Specilicatia�� for siIicone joint sea3ing for contrete p��emen[ anci curbs.
B. De�iations irom [his City of Part Warth Standarci Specitication
1. None.
C. Relateti Specitication Sectioi�s include, but are not ��ecessarily limited to:
1.. Di�•isinn 0- Bsdding Requirements, Cviltract Forims, and ��onditinns of the �nntra�t
2. Division 1- General kequirements
3. Sectioi� 32 13 13 - C'ancrete Pavin�
l.� PR�CE AND PAYMENT PRaCEDURES
A. Meas�rement and Payment
1. Measurement
a. Measurement for t11is [tem shall be hy the ii�lear toot nf .inint Sealant comp�eted
and accepted nr�ly when specified in t11e IJrawings to k�e a pay item.
2. Payment
a. The wor� perfomied and materia�s fun�ished in accordance with this Item are
subsidiary tn the �arious items bid and nn nther cnnapensatinn w=i11 be allou•ed,
unless s�ecit�i�ally specified nn Drawings.
1.3 R.EFEREI�CES
A. Reference Standards
1. Reterence standards cited in t11is Specificatinn refer to the current retercnce
stat�dard �ublished at the tii��e nf the latest revision date lag��d ar the end nf this
SpeciCtcatioi�, unless a date is specitically ciied.
2. �1.STM Intematinnal (F1STM}:
a. DS893, Standard Specification for Cold A}�plied, Ssngle Component.
Chemirally Ctaring Silicone .�oint Sealant for Portland L:efnent Ca��crete
Pa�ement�
1.4 ADM1N[STItATI'L'�: REQ�IREMEI�'T5 [i�Q? l]S�D�
1.5 ACTIDN SL�SI��ITT'ALS [N�T USED]
1.G ACTION SCISM[T'I'ALS�INFQRMA'f1DNAL SLISM[T7"ALS
A. Test and E�al��atinn Re�rnrts
1. Prior to installatian, ft�rnish certifitatian by an independent testing laboratory thal
the silicoi�e joint sea�ant ineets the reyuirements of this Secti�n.
C'1"fY [)F F[)RT' Gi'()It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� 13 73 - 2
CONi:RETti PAVIN[.�.f[:]IN"f SEALANI�S
P:tge 2 of 4
2. Subinii versfiable docu�nentatian tl�ai the manufacturer of ihe silicone joint sealant
has a minimur�� 2-year deinonstrated, documented si�ccessful field performance
wit1� concrete pavement silicone joint sealant systems.
1.7 CLDSE�UT Si1BMITTALS [NnT USEU]
l.8 MAI�iTENANCE 1VI�'�TERIA.L Sirg1VIITTALS [N�T USED]
1.9 QC]AI,ITY ASSL1RA11ECE [NQT [JSEUj
1.10 ❑ELIVERY, STURAGE, AND HAVDLiNG �NDT C]SEDJ
1.11 �'IELD C�NDITIQIIES
A. Do i�ot apply joint sealant when the air and pa��einent temperature is less than 35
degrees F
B. C:o�lcrete surface must be clea��, dry ar�d fi-ost free.
C. Do nnt place sealant in an expansinil-ty�ejoint if sur�a�e temperaturc is belnw 3S
de�rees f� or abo�e 9U �ie�rees I'.
1.12 'WAR1L�I�TY �1V�T X�SED]
PART 2 - PRQDI.JCTS
2.1 DVI�'NER Fli1tNIS1iED PIt�DUCTS �:�ID'f USED]
2.2 M �TERIALS & EQ[]IPNIENT
�1. Materials
1. .Ioi�1t Sealant: ASTM DS893.
2. Joint F�iller, Backer Rnd and I3reaker Tape
a. The jnii�t t-ille�- sn� shall be nf a clas�d cell expanded polyethylene fna�n hacker
rnd and �nlyethylene bond breaker tape of s�iftici�nt si�e tn pm�ide a tight sea1.
b. �T'he 6ack rad and breaker tape shall be ii�stalled in the sar��-cut joint ta pre�ent
the jc�int seaLant from flarving ta the bottom of the joint.
c. The backer r�d an�i breaker iape shall l�e coanpatible with tlie silicane joi�t
sea�ant and nn bond c�r reactinn shall n�c«r ber��een tl�em.
2.3 �CCESS()RIES [�r�T USED]
2.4 SUi1RCF QU�LITY C��ITRaL [N�T USED]
P�.RT 3 - ExECUTI�N
3.1 INSTr�LLERS [NaT USED]
3.2 EXAMiIl�,TION [NOT LiSEO]
3.3 PREPAR�TI�N �N�T L]SEDJ
C'1"fY [)F F[)1tT' �i'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'oNSI'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� 13 73 - 3
CONi:RETti PAVIN[.�.f[:]IN'f SEALANI�S
3.4 1NSTALL�TlD1�
A. Gers�ral
P:tge 3 of 4
1. T��e silicone sealant shall be co�d applied.
2. Allo«• con�rete tn cure fa�� a minizz�um o�' 7 days tn ensure it l�as su�fi�sent strength
prior to sealii�� joints.
3. Perfa�-�n joint r�servnir saw cuttiTig, �]eaning, bond hreaker installativn, and ji�int
seala��t placement in a cnntinunus s�:quence nf nperatinns.
4. See Drawin�s for the various joint c�etails with their respecti�e dimensioa�s.
B. Equ�pment
1. Provide all necessary equip�nent uncl keep eyuiptt�ent ii� a�atisfactory working
condition.
2. F,quipinent shall be inspeGted by the �ity prior tn the beginning nf the work.
3. Tlie mi��imum requirements for canstructian equipment shalI Ue as folla�vs:
a. Cnncrete Sa��. The sawing equipment shall b� adec�uate in size and pQwer tv
cn�r��rlete the_jnint sawing tn the reqtiired dit�lensinns.
b. Air Co�npressors. The cieliverec3 compressed air shall have a pressure in excess
of 9Q psi ai�d shall be suitable for the remaval of all free water and oil fram the
cnin�ressed air.
c. Extz-usinn Pum�. The nutput shall be capable nf si�p�lying a su{'ficient ��olume
nf� sealant to the joint.
ci. Injectio�� Taol. This mecha��ical de�ice shall apply the sealant unifarmly inta
the _jaint.
e. 5andbiaster. The design shall be for cnmmercial use with air cnn��ressors as
specitied in this Section.
f. I3acker Rod R�ller and Tooling Instrument. 'These devices shall 6e clean and
free r�f cantamination. They shall be compatible with ihe joint depth and width
requirements.
C. 5awin� Joinis: see Section 32 13 13.
D. C'leaning_joints
1. Dry saw in 1 c�irection with re�erse cutting blade tl�en sand blast.
2. LTse cnmpressed air tn remove the resulting dust from the jnint.
3. Sandblast joints after complete dryin�.
a. �1tta�li nnzzle tn a mechanica] aiming device so that t11e sand biast �=il] be
direGted at an angte of'45 degrees and at a distan�e nt' 3 tn 2 inches from the
tace nf�thc_jnint.
b. Saa�dblast b�th joint faces sandblasted in separate, 1 directional passes.
c. When sandblasting is complete, blow-ou[ t►siiig compressed air.
d. The lalo�= tuhe shalf tit into the jnints.
4. C�eck the 61o�vn joint for residual dust or other contai��inatian.
a. If a3�y dusi ar coiitaminatian is foui�d, repeai sanc��lastin� and blowin� tantil the
joint is cleaned.
b. Da ilnt use sol�ents to renlo�e stains and cna�taminatinr�.
5. Place the bc�nc� breaker and sealant in the jaint irnmec9iately upon cleanin�.
f. F3nnd Fireaker Rnd and Tape: instal] in the cleaned joint prior to t�ae appls�atinn of
the joint sealant.
C'I"I'Y []F' P[)k'C" �i'[:)[�TH ['[)H[.] A�artments
5"fAV1)AI�1:] C'oN5 f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� 13 73 - 4
CONi:RETti PAVIN[.�.f[:]IN"f SEALANI'S
P:tge 4 of 4
7. llo noi lea�ve opeii, cleaned joints unseaLeci a�erni�ht.
F. Jnint Sealant
1. Apply tl�e joint sealant upon placement of the bomj breaker rod and tape, usin� the
mechanical injection taol.
2. Da not sea} joi��ts unless they are clean and dry.
3. I�einove anci discard excess sealant left on the pavemei�t surface.
a. Dn not excess use tn seal t�e jni��ts.
4. The pa�ement sur�ace shal] present a clean tinal cnndirion as determined hy City.
5. ba not allaw traffic on tl�e fresh seala��t iYr�iil it becanles tac:k-free.
P. Approval of Joints
].. The C'ity may request a representati�•e of t}�e sealant inanufa�turer tr� be present at
the_job site at the heginning vf'tl�e �inal cleaning and sealing nfjoints,
a. The re�reseritati��e s1�a11 demnnstrate tn the Cnntractor a�1d the �ity the
acceptable method for sealarii i��stallaiion.
b. 'I'he representati��e shall appror�e the cleun, dry joints €�efore the sealin�;
operatinn cnmailenc�s.
3.S REPAIRIRESTORATIaN [N�T USED]
3.6 RF-i�ST�'�[aLATInN [NnT tiSED]
3.7 FIEI�D QLi�LITY CDNTR�L [1��T USED]
3.8 Sl'STEM START[1P [NDT USED]
3.9 ADJUS'1'IhG [NQT USED�
3.10 CLEA:VII�C (NQT USED]
3.11 CLQS�:QUT ACTI'L'I'I'IES ['_�f�T USED]
3.i2 PROTF('TiaN [NDT USEU]
3.13 MAIIVTENANC:E [N�T USED]
3.I4 ATTACHMENTS [�i�T USED]
END �F SECTi��
I�e�=isinn I.,og
DATE NAME SU:�'IMARY DF CI-IANGE
Cl'fY [)F F[)RT WC)RTH ['[:7I-I[] A�artments
STAvi]AI21:]['[]NSTfti;['1'TC]N SPECTFIC'A"fTc:�N fa[:]CUA7ENT5 f3�RC'19-i}lal
t�e�ised DeccmUcr �{}. �{}��
3� l3 l6 - l
BRIC`KUN11' PAViIti[:�
P:�ge I of 4
SECTI�N 3� ]4 1G
F3RIC'I< LTNIT PAVINC;
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian Iz}cludes:
1. All labor, materials and eyuipment necessary ta i��stall brick pa��ers, set in n�ortar
nn reinfor�ed cv�lcrete base for:
a. New bri�k }�aving
b. Brick pavin� repair
B. Deviations �i-om this City o��Fnrt Worth 5taz�dard 5pecifi�atinn
1. Nane.
C. Related 5peci�i�atinn Sections include, but are nat ne�essarily licnited to:
1. Ui�ision L} - T3ic3dins� Reyuirements, Contract Fom7s, aa�d Co�iditions of the C'antract
2. Di�•ision 1- C,eneral Rcquirements
3. Sectios� 32 13 13 - C'ancrete Pa�in�
1.2 PR]CE AND 1'AYMENT PR�CEIlURES
A. Meas�i�-e�nent and Payment
1. �3rick Pavin�
a. Measurement
1} Measurement tnr this Item shall be hy tl�e sq«are yard nf'Brick Pavit�g.
b. Payment
]) Tl1c work �erfornled and materials furnished in a�cordan�e with tlais Item
��n�3 measured ati pro�ided �mder "iNeasuremen#" will }�e paid For at the unit
price bid per square yar�i al Brick Paving coinpletet� ai�ci acGepted in its
final positio�l per Drawii�gs.
c. Tl�� price hid shall includc:
1 j Sam�le panels
?} 5hapin� and tine gradin� the roadbe�i
3} P�arnishin�� and appfyin� all �vater reyuirer�
4J Furnishing, lnading and unIoading, stnring, hauling, handling, msxing,
pla�ing, t7nishing and �ursng all cnncretc ingredicnts for cnncrete hase
material
5} ��urnishin� and insiallin� all reinftircing steel for toncreie hase
6} I'�xrnishin�, mixins� and placin� all setting materials includin� mortar
setting bed, wet martar_joii�t tiller and higli bond mortar ix�ix
7) F�i�ishing a��d setting all hrick unit pav�rs
A} ScaIing_jnints
�. Brick Paving Repair
a. M.easurement
]} Meas�trement �nr this Item shal I be hy tlie sq«are yard of Brick Pavit�g
Repaired.
b. Payn�e��t
Cl'fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� 13 16-2
BRIC`KUN11' PAViIti[:�
P:�ge 2 of 4
1} 'I'he wark gerformeci and niaterials Furnisl�ed i�� accordance with this Item
�3n�3 measured a5 pra��ided uncier "MeaSurement" wilI b� paid far at the unit
price bid per syt►are yare3 of Bri�k Pavin� Repair completed and a�cepted in
its final pnsitinn per Drawings.
c. The price hid shall ii�clud�:
1 } Sample panels
2} �haping and fine �rading the raadk�ed
3} Fu�7�ishing and a�plyii�g all water reyuired
4) Furnishing, ]nadii�g and un}nading, stnring, l�auling, handling, n�ixing,
placii��, finishin� and curii�� all concrete in�redients for �onerete 6ase
inaterial
5} I'urnishin�; and i�lstalling all reii�iorcin� steel For cc�ncrete base
b} �� �trnishin�;, mixing a�id placing all 5ettin� inaterials includin� mortar
setting bed, �ret mnrtar jnint t7llcr and higli bnnd mortar mix
7j Furnishing and setting all l�rick unit pa��rs
$} 5ealin�; jUii�tis
1.� REFEREI�CES
A. Reference Standards
1. Reference stanciards cited ia} this Specificatio�a refer to the current referei�ce
stanr�ard published at the time of the latest rer�isian date log�ed at the end of this
Speci�i�ation, unless a date is speci�i�ally �ited.
2. ASTM Internatinnal il1STM}:
a. C67, Test M�thods c�f Samplin� ai�d TeStin� Brick a��d Structural Clay Tile
b. C 144, Aggregate for Masonry Moriar
c. C15U. Portland Cen�ent
d. CZ07, S�e�i�icatinn for Hydrated Lime fnr Masnnry Putposes
e. C902, Spe�i[�icatinn fnr Pedestriar� and I.ight Traific Pa�sng Sri�k
f. C 15C12, 5tanciard Specification For Mixia�g Water Used in the Productio�� af
I-�ydrau�ic C:emeni Canrrete
3. The Brick Industry Assnciatian, Te�llnical Notes
a. Nn. 1, Cnld and Hnt Weathcr Constnictsnn
1.4 ADMINISTRATIVE REQUIREMEI�TS
A. Perrnitting
1. Obtain Street Use Permit to ix�ake utility cuts in tl�e str�et fro�n the Transpnrtation
and Public Works Uepartmei�t iFi conformance ���ith current ordinances.
2. Trans�rnrtatinn and Public Wnrks De��artn�ent will inspect pa�ing repair after
C(1115LI"L1Cilp11.
1.5 Sl]EIVIITTALS
A. Praduct Data: 5ubmit r�-�anufa�turer's tecI�ni�al data for eac:h manufactured produci,
includit�g certit�icatinn that each prnd�ct �nmplies with specified requircxnents.
I3. Samples
1. Fnr material �erif.iGation purpnses subn�it the fnlinwing:
a. Mantxfacturer's testing �eriification cctnformins� to ASTM C'fi7 testin� metF�ods
for:
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l3 l6 - 3
BRIC`KUN11' PAG'Ilti[�
P:�ge 3 of 4
1} C:o�npressive stren�th, pounds per syuare inch
2} Absorption, 5 haur subrliersion in cold water
3} Absorption, 24 hour submersion sn coLd wkter
4} Max�mum sahiratian coef�icient
S) Initia] rate nfahsorptinfl (suctinn}
6} Abrasion index
7} Preeze-thaw
8} Ef.flnrescence
b. Masanry pavitag u�it sam�les tor eacl� type n�� maso�iry pa�iilg rec�uired.
InGlude in eacl� set ihe full range oi expUsed color and texture tct be expecteci in
the c��npleted vs�ark.
1.G AC'TIDN SLJSM['1'TALSIINFQRMATI�NAL SL]BMITTALS [:Y�T USED]
1.7 CLQSE�CJT S�JBNI[TTALS [N�T USEDj
1.8 M�IN'fENANCE MATERIAL SUl3MITTALS (NQT [7SEU�
1.9 QUALITY ASSURANCE
A. Installer: I3rick paver and any� subcontractors shall have experie�zce in brick pa�•ing and
their pre�iaus work will be re�i�wed by th� City prior tn start ��f'wnrk.
I3. Sample Panel: Prior tU installation of masonry pa��ing work, fabriraie sample panel
using materials, patteri� and jnii�t treatnaent indicated for prnject wnrk, in�Iuding spccial
1'eatures i'nr ex�ansion jnints a��d cnntigunus work.
1. Include colar range, size, texture, �and, expan5ian jointing, pattern, tinisli, ai�d
workmanship.
2. Make f feet x 6 feet minim�}in.
3. Pra�ide range of color, texture and workma3�ship to be expected in the campleted
wnrk.
4. Sam�rIe panel shai] be inspected by the City. If'the satnple is nnt acceptahle,
constru�t additional panels at na c�st t� the City� u��til a�� acceptable panel is
cc�nstructeci.
S. C]btain �'ity's ac�eptance of �isual q�ialities of the panel laefore start nf masnnry
pa�ing woi-k.
f. Maintain the sacnp�e �anel as the standard nf� miniir�ai quality fnr apprn�al nt' alI
propnsed hri�k �a��ernent w°nrk. requir�d tnr the prnject. Locate sample panel near
the pa�vement v��ork to facilitate cornparisan
7. Do noi cha��ge source oi�brands For masonry uniis, settin�; materials, or grout during
pro�ress af work.
8. Remo�e samp�e panel frain the site at campletion of project.
1.10 ❑ELIVERY, STURAGE, AND HAVDLING
A. Delir�°ery: I3rick pavers and associatecl inst�illation rnaterials s�za�l be deli��ered ta the
job adequately pratected f.rntr� dainage during transit.
1. Qrick pa��ers shall be carefully packed by the supplier for shipinent with name of
manufacturer a�id ide�ltsfi�atian nt'contents.
Z. Pa�ers damaged in any i�zanner �=iIl be reje�ted and repla�ed with new materials at
na ar.lditiondl cost ta the City.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l3 l6 - 4
BRIC`KUN11' PAViIti[:�
P:�ge 4 of 9
I3. Stora��e: Pr�tect grout and mortar maierials during storage and construclion a�ainsl
wetting Uy raia�, snc�w or graund �r�ater and a�ainst soila�,e ar intermixture wi�l� earth or
other types vf materials.
1. Protect �roui and inortar materiats from deterioratian by moisture ai;d tem�erature.
2. Stare in a dry loratian ar in ��'aterpraoF container.
3. Kee� containers tigl�tly closed and away frnix� open tlarxie. Prntect liquid
coinpoi�ents fram free�in�.
1.11 �'IELD C�NDITIQ11E5
A. Amhient Cnnditinns
1. Narmal cnnstni�tion: tem�eratures hetween 4[7 degrees and 1�Q degrees.
2. CoI� Weatl�er Constivctian: temperatures belaw 4i] de�,rees
a. Comply with requiremenis far masonry construction in cald weatl�er fram the
BIII Techni�al Notes on Bri�k Construction, Na. ], Cnld and Hnt Weather
Construction, 7"able No. 1 as summarized iii the followi��g table:
C'I"I'Y []F' F[)RT' �i'C)k"1'fi ['[:)I-I[] A�artments
S'fAVI)A121:1C'ON51'[2l;('7'TC]N SPECI}"IC'ATI(]N f](:]C[1A7ENT5 13'RC'19-{}lal
t�e�ised DeccmUcr �{}. �{}��
3F 13 16-5
[ilt]['K il�ll i' PAViIti[:�
P:��e � of 4
Praparatiqn Cpnstruction Prote�tion
7emperature' Req�irem�nts F{equirements ��quirements
{Prior to Workj (Work in Pragress} (�fter MasQnry is
Placed}
qv nvt lay masonry units
ha�ing either a temperatur� Heat mixing water flr sand to
helow 2� degre�s F vr produce mortar 6etween 40
containing frvxen maisture, degrees F and i2D degrees
visible ice, ar snow on thEir
surfaGe. F' Cvmpletely cpV@r rl�wly
40 degrees F to Do not heat water or constructed masonry
3� degrees F' Remoue �isible ice and aggregates used in mv�tar vr With a weather-resistive
snow from top surfa�e of ��a�t aho�e 14� degrees F, mernbrane for 24 hr after
exisfing faundations and construction.
masonry to re�eive new Heat grvut materials when
construction. Heat these ���ir Femperature is helaw 32
surfaces ahove freezing, ��grees F.
using methods that do not
result in damage.
Comply with cold WeathBr
requirements ahove.
Maintain mvrtar temperature
above freezing until used in
32 degrees F t❑ Comply with �oid weather masonry. Cflmply with cold
25 degrees F requirements ahove, weather requirements
Heat grout materials sa grout above.
is at a temperature between
70 degrees F and 120
degre�s F during mixing and
placed at a temp�rature
apoVe 7� degrees F,
Cnmply with cvld wea4her Completely cQver newly
requirements abq�e, constructed masonry
Haat masonry surfaces und�r With weather-resisti�e
cQnstru�tion to 4fl degrees F insulating biankets or
25 degrees F to Comply with cold weather and use wind 6reaks or �9ua! proteGtion fvr 24 hr
20 degrees F requirements abo�e. en�losures when the wind after completion vf wprk.
�elo�ity ex�eeds 15 mph. �xtend time period tv 48
hr fpr grouted masonry,
unless th� only cement
Heat masonry to a minimum in the grout is Type [II
of d� degr�es � prior to pa�}land �ement.
raufin .
Maintain newly
cflnstru�ted masonry
temperature a6o�e 32
8sgrees F for at least 24
hr after being ��mpleted
by using he�ted
20 degrees F and Comply with caEd weather Comply wi#h cold weafher enclosures, el�ctric
helvw requirerr�ents above. requirements aho�e. heating blankets, infrared
IafnpS, or pther
accepfia6le methods.
Extend time period ta 48
hr for grouted masonry,
unless the only cement
in the grout is Type I II
Pflrtland cement.
1. Preparatian and Constru�tian requirements are based on am6ienf temperatures. Pratectian requirements, aRer
masonry is placed, are 6ased on mean darly temperatures.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l3 l6 - G
BRIC`KUN11' PAG'Ilti[�
P:�ge 6 of 4
3. Hat Weat��er Construction: temperatures aho�e lUa de�rees
a. Camply �vith reyuireme��ts for Tnasonry construction in hat weather from the
BIA Technical Notes an Brick Construction, No 1., Col�i anc� ���t Weat��er
Constna�tinn, Talale No. 1 as summarized in the foFlowing table:
Preparatlon Protectian
Temperature1 Requirement5 �Qnstruction Requirements Requirements
{Prior to Work} {Work in Progress} [Aft�r Masvnry is
Placed
AbQve 'f 15 �1se coal mixing water for
dsgre2s � pr Shade materials and mixing mor[ar and grout. Ice must he
1fl5 degre�s F equipment from direct melted or remoued befare
with a wind sunlight. water is added to other mortar Compiy with hot weather
�elvcity flver 8 or grout rnaterials. requirements below.
mph Comply with hot weather
requirements befow. Comply wifh hot weather
requiremenis aelow.
Maintain martar and grvut at a
temperature t7elqw 120
degrees F.
Provide ne�essary Flush mixer, mortar transport
A6ove 1fl0 conditians and equipment ta container, 2nd r�ortar boards Fog spray newly
degrees F or produ�e mortar having a witt� cooE water before they �onstrucied masflnry until
90 degrees F with temperature belvw 726 come into contact with mflrtar damp, at least 3 times a
8 mph wind degrEes �. ingredients or mortar. day until the masonry is 3
Maintain sand piles in a days ald.
damp, Ivose �ondition. Maintain mortar �onsistency by
retempering with caol water.
lJse mortar within 2 hr of initial
miXln .
1. Preparaiian and Canstru�tian requirements are 6ased an am6rent temperaiures. Pratection requirements, after
masanry is plaGed, are based fln mean darly temparatures,
1.12 WARR�I�TY [N�T i1SED]
PART 2 - PR�D[]CTS
Z.l DWNER-Fi1RNISHED PRUDUCTS [NUT USED]
Z.Z MATERIr'ILS
A. Ri�i�i Cancrete Sase: 5ee Sectic�n 32 13 l3.
B. Reinfnrcing Steel: Section 32 l 3].3
C. Pa�ing Bri�k tnr Hea�y Vehi�ular Trafl�ic: Standard Snlid {uncnred} Pa�ing Srick nf
n�ndular size, 2-]14 inci�es x 3-518 inch�s x 7-Si$ in�hes except as indicated, as per
ASTM C'127Z, Type R, Applicatinn P�.
D. Setting Materials
1. The mnrtar setting bed shall �ansist �f:
a. 1 part Portlai�d cement - ASTM C 15U, 7ype I
b. 114 part hydrated lime by volume - ASTM C207, Type 5
C'1"fY [)F F[)1tT' �i'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'oNSI'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� 13 l6 - 7
BRIC`KUN11' PAViIti[:�
P.�ge 7 of 4
c. 3 parts damp sand - AS'I'M C:144 (for hi�h-bond mortar, gradation in
accordance with a�iditi�•e mam�fact��rer's recomtt�endations}.
d. Add water tn oUtain stifF inix - ASTM C' I602.
2. 7"�ie wet mortar joint fiIler shalI consist c�f:
a. 1 part Portland ceanent - ASTM C 15U, 'I'}�pe 1
b. 3 parts dry sand - ASTM C 144.
c. Add water tn nbtain a wet mix - ASTM Cl CO2
3. High bnnd n3rn-tar mix shal] cnnsist nf:
a. 1 sack Portla��d ce�nent - AS'CM C 140, Type 1
b. 5U pounds workability additi�°e -"A" M��rble D�Ysi by Annca Stee1 Corporation,
Piqua Quarries, nr Ute Dnlnmite Limestnne by U.S. Lime Di�=isivn of Flintkote
Cnrporation, or Micrn Fill Nn. 2 by Pure Stnne Cnm��any, Marhle Falls. Texas
or appr���ed equal
c. 3-114 cubic feet af sand - ASTM C144
d. 4 gallons of�high bnnd additi�e -Sarabnnd Li9uid Mnrtar Additivc by the Dnw
Chemical Coiparation or approved equal
e. Mix ���ith ��•ater in accarciance witl� Hi�h Sond Additi�e manufacturer's
recntxun�ndatinns.
�.3 ACCESSnRIES [N�T USED]
Z.4 SUUI7CE QUALITY C�iVTRDL �NQT C]SED�
1'ART 3 - ExECUTI�N
3.1 INST'ALLERS �ND7' USED�
3.2 EXAi1�1il�AT1�R [1�QT USEll]
3.3 PREPARATIDN �N�DT LISED�
3.4 INSTALL�TI�I�
A. Place $-ii�ch reinforced concrete base t�nder proposed brick pavement.
]. Cnncrete base: Sce Sectinn 32 13 l 3.
a. L]esi�;n concrete mix desi�n for a miz�iFnum coinpressi�e stren�tl� of 3,U(]Cl
poun�ls per square inch at the age af 2 ciayy far either type 1 or type IlI ceia�ent
2. Reinforcing Steel: Section 3Z 13 ] 3
a. Na. 4 hars at 18 inches on �enter hnth directinns
3. Keep cancrete 5urfac:es to recei�e pa�ers dry, �lean, free of oily or waxy filins and
le�el.
4. Verify grat�ients and ele�ations of base are as indicated on llra���in�s.
B. Protect adjacent {-inished sur{'aces f'rnm tiniliilg, staiT�ing, and nther damage during
c:onstruction. Clean and restore any dama�e ar st�iins to adjacent surfaces to ey�al ar
6etter than ori�ii�al condiiion.
C. S�read a�zd scrced setting hed mixtu�-e tn a truc plane a��d limit l�ed mixture to an
amoL�nt that can be Lo�ered �vit}� pavers beFore initial set.
D. Set pavers in the patterns shown in the tield with u�ifin�-nn tight jnints {114-inch}.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� l3 l6 - k
BRIC`KUN11' PAG'Ilti[�
L:. Uo z�ot use pavers with chips, cracks, or vaids.
F. Set paver in 1-inch layer of' neat �ement paste c�ver sertir�; bed.
P:�ge 8 of 4
G. T'olerances: Tolerances s��all �e �hecked continiiausly as wark pro�resses sa Chat
noncnn�nnning areas can be corrccted befnre mortar sets.
1. Ali�,niment tolerances: maxiinum 1�4 i��ch in 7U feei; 1!2 inch in 4U feet
2. Surface toleran�e: maxinaum }�lus ar �ninus 11$ in�h irs S teet nnn�umulative
3. Alig�iment and surfa�e taleran�es ti�ilI he checked and enfor�ed. The Contra�tor
shall make provisictins tI-sai brick pa�ers can meet these tolerances as they are
supplied. Imperfections in the bri�k dimensions aaad surfaces will not �onstitute as
reasnr�s to a��ept interi�r pa�ii�g and the work will be reje�ted.
H. T'amp pa�vers inta full caiitact with the martar bed to a le��el plane. llo nat set lar�e
areas of pavers for later levelin�.
I. After pavers are set �nd cleaned free af �iiortar, fill joints with mortar, completely fiIling
voids.
J. Rema�e excess dry joint �iller mixture and fo� surface with fine water spray.
K. Cut pavers �rith mntnz- driveil masorv-y saw� witli a sharp diaznond bIade. Exposed
broken edges ��ill not be alloti�ed.
L. A 7 day daznp Gure is required. Fmploy harricades tn restrict tratti� durir�g the 7 day
cure �erind. At}er the 7 day da»t� cure �eriod. clean the surtace w=ith sti{'f hrush and
brick �nanufacturer's rec:o�nmended cleanin� salution in increments nat exceeding li]U
syuare feet, leavin� surface clean and free ctf mortar and gr�ut stain5.
M. At tl�e end nf each day, spray �a�ed areas with a tine ir�ist of'water. Fill joints within 3
days after [he pa��ers are set. Spray paved areas unti� tt�e joints are �lleci.
N. S��eep ar�d keep hrick sur�aces �lean at all tiines in order to a�oid penetration nf cement
ini� the brick surface.
3.5 REPAIR
A. General
1. Reino�e and replace masanry pa�'ing ui�iis as directec� �y the City that are lvose,
chipped, broken, staii�ed or alher��ise damagec�, or il units da not �nalch adjc�ining
units as intended.
2. Pra�ide new units to matcl� adjUinin� units and install in satne manner as original
units, with same j oint treatment to eliminate evidence of replacement.
3. Pninting: during tnoling af jnii�ts, enlargc �oids nr holes and �nmpletely tiIl w=ith
mnrtar nr grnut. Pnint-up joints at sealant type joints tn �m�•ide a neat, unifnnn
appearance, properLy prepared to application oCsealant.
4. Cleaning: �emo�e excess ir�nrtarigrout fro�n expnsed b�-ic� sur�aces, w=ash and
scru� cicat�.
5. Protect niasonry pavin�; installa[ions from deteriaraiian, discoloration or damage
during suhsequent cn��struGtin�ls and �;ntil a�ceptance of'work, in compliasa�e with
r�commendatinns of installer and pa�ing «a�it manu�act�irer.
B. T'renc� Repair
1. Preparatinn
Cl'fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
32 l� 16-9
BRICK[1NI1' f'AVIIti[;
P:tge 9 of 9
a. Replace a continuous sectia�� if multip�e repairs are claser than 1[l feet apart
fra�n ed�;e of one repair to the ed�,e af a seco�id repair.
b. Surface Preparation: mark pa�e�nent cut repairs for approval Uy the CITY.
2. Rein��al
1} llse care in remo��ia�g brick par��ers tc� he repaired ta pre�ent da�nage to
hrick �a��ers adja�ent tn the repair area.
3. Instal �atinn: See Article 3.4.
3.6 RE-IiISTALLAT�QN [NQT USFD]
3.7 FIFI�D QLiALITY CnNTROL �]��T USED]
3.8 SYSTEM STARTUP �NOT LFSEU]
3.9 �AI3dUSTI1�G [i�I�T USEO]
3.1U CLEA�I.I�G [N�T L1SED]
3.11 CLUSE�UT ACTIVITIES [w�T XJSED]
3.12 PROTECTIDN �NQ? USF,D�
3.I3 i�IAINTENANCE [N�T USED]
3.14 �TTACHMENTS [N�T USF01
END OF SECTIQw
Re:vision Lo�
1.]A"C"E NAMF; 5[Ji�[MAi�Y [:)F C:H.ANCrf�.
I 2�2f1�2(] 12 D. Johnson :i.�}.A. Modi�ed infnrmatinn tv match City nf Fnrt GVnrth Standard Detail
C'I"I'Y []F' P[)k'C" �i'C)13"I H ['[:)H[] Apartments
S'fAV])A121:] C'ON51'[2l;("1'T[]N SPEC:T}"IC'ATT(]N ll(:7C'[1A9ENT5 13'RC'19-i}1�11
t�e�ised DeccmUcr �{}. �{}��
3� 1(i l3-1
C:C]NC'}2ET� CtiRE3 AND C:UT'rERti AN17 VALLEY C�tiTTC.RS
P:�ge I of 6
SECTI�N 32 lG 13
CUNCRET� CUkB ANU GL]TT"ER5 ANI] VA%.LEY GLITT�AS
PART 1 - GEI� ERAL
1.1 SI]�IMA[rY
A. 5ection Iz�cludes:
1. Concrete Cur�s and Gutters
2. Concrete Valley Ciutters
B. De�iarinns frnm t11is City of Fort Worth 5tandard 5peciticatian
1. Nane.
C. Related Specificatio�� 5ections include, but are not necessarily limited to:
1. Division C} - I3ic3din� Requirements, Contract rarms, ai�d Canditions of the Cantracf
2. Di�•isinn l- Genera� Reguireir�ents
3. Sectioi� (]2 4I 13 - Selecti�e Site I�emolition
4. Sectinn 3? 13 13 - C'oncrete Pa�•ing
5. Secti�n 32 13 "13 - Concrete Pavin� Joint Se�.lants
1.2 PR10E AND PAYMEN? PR�CEI7URE5
A. Measurement and Payment
1. Concrete Curb an�i Guiter
a. Measure�nent
] J Meas��rement fnr this Item shall he hy the liilear foot c�f�C'r�ncrete C'urb and
Gutter.
b. Payment
1} The wark performeci and materials furnis�ed ii� accordance with this Item
and measured ��s pra�ided under "Measurenient" wilI be paid for at the unit
price bid �er Iin�ar font of Cnncrete C'urh ar�d Crutter cnmplet� ai�d in pla�e
hy cur�r l�eight.
c. The price bid shall ir�clude:
] } Preparin� [he sub�rade
2} F�rnishin� ai�d placing all inaterials, includin� f�unciation course,
reinfnr�ing steel, and ex�ansion material
2. Concrete VaIley Ciutter
a. Measurement
1} Measuremeni for this Itein shall be by the syuare yard of Concrete Valley
Gutter.
b. Payment
]} The w�ork gerforined and materials furnist�ed ii� accordance with this Ite�n
an�3 measured ati pro�ided under "iVleasuremen#" will }�e paid For at the unii
pricc bid �er square yard of Cc�ncrete Valley Gutter complete and in pla�e
fnr:
a} Various street rypes
Cl'fY [)F F[)RT WC)RTH ['[:7I-I[] A�artments
STAVI.]A121:] ['[]N5I'Eti,[' 1'Ic]N SPECTFIC'A"fTc:�N fa[:]CUA7ENT5 f3�RC'19-i}lal
t�e�iced (}ctnl�er {}i, �Ulb
3� 1(i 13-2
C:C]NC'}2E7'� C[:RE3 AItiD C:UT'rERti AN17 VALLEY [�i:'I'Tti[t5
P:�s�e 2 of 6
c. �he price bid shall include:
] } Preparin�* [he sub�rade
2} I'�xrnishin� and placin� all inaterials, includin� f�undation course,
reinfnc��ing stcel, and ex�ansion inaterial
l.3 REFEREhCES �NaT USED]
1.4 ADMINISTRATIVE REQti[REME]�TS [�TOT USED]
l.S ACTIDN SUSII'I[TTALS jiV�T LISED]
1.6 AC7[ON SUSMITTALSIIN�QRMATIDN�L SL�SMI??ALS �yQT tiSED]
1.7 CLUSE�UT S[JBMITTALS [NQT LISED�
1.8 MAINTENANCE MATERIAL SUSM[TTALS [NQT CISED�
1.9 QLIALITY ASSURAI�CE [N�T USED]
1.10 DELTVERY, STUR�GE, AND HA�TDL[NG [NDT USED�
l.11 FIELD ��NDITIOI�S
A. Weaiher C;onditions: See Seriian 32 13 13.
1.12 WARR��I�TY [NQT USED]
P�RT Z - PR�D[?CTS
2.1 QWNER FURNISHED PR�DUCT'S [�IDT USED]
Z.z E�ilIPMENT AiVD M�TERi�LS
A. Fnrms: See Section 32 13 13.
B. C:ancrete:
1. Unless other�vise sho�vn on the Dra�vin�s or detailed specifications, the sta��dard
class inr cnncrete �urla, gutter, and curb & gutter is shown ir� the fnilnwing tahle:
Standaz-d Classes ot'Pa�•emcnt ConGrete
Class of Minitx���zza 28 Day Min. Maximi�m Cnurse
C:oncrete C:eme�ititious, C:ompressir�e Water.� A��rre�ale
1.b.ICY 5tren�th C'ementitiaus Maximum
psi Ratia Si�e,
i��ch
A 47(� 3�D0 Q.S� ]-�12
C. Rein�n�-cement: See Sectinn 32 13 l3.
❑. ]oini Filler
].. Wnod Filler: see Sectioil 32 33 l3.
2. Pre-Malded Asphalt Board F'iller
a. Use only i�i areas where nat pructical for wooc� baards
b. Pre-malded asphalt bnard tiller: ASTM DS4S
Cl'fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]A121.] C'ONS f[21;C'TTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised ( }ctnl�er {}S. ?U 1 b
3� 1(i 13-3
C:C]NC'}2E7'� Cf:RE3 AItiD C:UT'rERti AN17 VALLEY [�i:'I'Tti[t5
P:��e 3 of 6
c. Install the reyuire[3 si�e and uniior�n thickness and as specified in the Drawin�s.
rl. lnclucie t�va Liners oF U.0 16 asphali iinpregnated kraft paper filled with a inastic
mixture af aspl�alt and ve�etable tiber andi'or mineral liller.
i:. Expansion ]oini Seai�uit: See Section 32 13 73.
2.3 ACCESS�itIES (1��T C]SED�
2.4 SUURCE QC]ALI'CY CQN'fRQL �N�7' C]SE��
PART 3 - EXECUTi�N
3.l INSTA.LLERS �N�T USED]
3.Z EXAMINATI�I� [1�Q7' USEDJ
3.3 PREPARATIDN
A. Demolitic�n 1 Removal: See Section 0? 41 13.
3.4 [NS7'ALLATIUN
A. Fvr�ns
1. Extend forans the ftill dep[h of concrete.
2. Wnod forms: miniinuir� of 1-112 inches in rhickness
3. Metal Forms: a�au�e that shall pro�'ide equivalent rigidity ai;d strens�ih
4. llse ac�eptahle wood nr m�tal fnrms fnr c«n�es with a radius nf less than 2S0 �'eet.
S. All fnril�s sl�nu�ing a deviatint� ��f 1!$ inch ii� I(} �'eet t'rntn a straight li��►e shall be
rejected.
B. Rein�nrcing Ste�i
1. Place all necessary reinforceinent for City approval prior ta depositing concrete.
2. All steel must he firee fion� paint and nil aald all lonse scale, rust, dirt and nther
foreign substances.
3. Aemave f'oreign s�ibstan�es f�-om steel befnre �Slaci�lg.
4. Wire all hars at thcir intersectir�ns and at all laps or spli�es.
S. Lap ali har s�lices a minirnum vf� 20 diazneters vf�tlae bar or 1 Z i�icl�es, whichever is
g�eater.
C. C'ancrete Place�neni
1. ❑eposit �on�rcte tn Tz�aintain a hnrizn�ltal surface.
2. Wark concrete iiita all spaces and arotand any reinforrement to Forin a deF�se inass
free trnzx� �nids.
3. Wnrk coarse aggregate away from cnntact w�ith the fnnns
4. Hand-Laici Co��crete — C: urb anci gutter
a. 5hape and cnmpact subgrade tn t�e lines, grad�s and crnss se�tion shnwn nn the
Drati�ings.
b. Li�htly sprinkle subgrade materia� iirunediately �efore c�ncrete pLacemer�t.
c. Depasi[ cancrete int❑ forms.
C'I"I'Y []F' P[)k'C" �i'C)It1'H C[)l-Z[] Apartments
5"fAV1)A121:]C'oNSI'[2i;C"]'TC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS iYRC'I9-i1l�l
tte�ised ( }ctnl�er {}S. ?U 1 b
3� 1(i 13-4
C'C]NC'}2E7'� Cf:RE3 AItiD C:UT'rERti A.W17 VALLEY [�i:'I'TC.RS
ti. Strike off wiih a template 114 ta 318 in�h less than the dime��sions of the
iinished curb, unitss otherwise appra�e�l.
P:�ge 4 of b
5. Maclline-Laid Cancr�te �-� Curh a�1d Gutter
a. Hand-tarnp and sprinkle sub�,�r�de material before concrete placement.
b. Provide tlean surfaces for conrrete placeme��t.
c. Pla�e t�ze con�rete wit� a�prn�ed selt��prnpelled equipment.
l) The fnr�lling tuhe ot�the extrusioil ma�hine or the fnrtxa of the sli�finrm
tT�achine in�tst easily he adjustahle �erti�ally du�-ing the �nrward nzntinn of
ihe machiz�e ia pro�ide variable hei�;hts necessary to confonn to tl�e
establis�ed �,�radeli��e.
d. flttach a pvinter or gauge to the ma�hine so that a cnntinual cnm�arison can be
made betw�eers tl�e extt-�ided or s�ipfnnn work and the gradc guideline.
e. Bn�sh finish surfa�es imn�ediately af}er extnisic�n nr slipfoz-ining.
b. Hanci-Laid Concrete — Concrete Valtey Gutter: See Sectaon 32 �3 13.
7. Expan:sion jnlnts
a. Place expansion joints in the curb anci gutter at 2U0-faot inter�als and at
intersectian refurns ant9 alher rigic� structures.
b. Pla�e ton�ed jnints at 15-fnot inter��als or �natching abutting sidewalk jaints and
�ra�ement jnit�ts tn a d�}�th nf ]-112 inches.
c. Pla�e expansion_joints at alI intersections with con�rete dri�e�=ays, curhs.
huitdin�;s and other curb and �utters.
ci. Make expansion joints no less than 112 inch in thickness, extendiii� the full
de}�th nf the cnncrete.
e. Make expansinn jni�ats pemendi�ular aild at riglit angles to the face ot'the curb.
F. Neaily trim any expansion material extendiz�� aba��e il�e fiz�ished to the surFace
of the finisi�ed work.
g. Make ex}�ansian jnints in the curh and gutter cnincsde wit11 the concrete
expaalsion }oints.
h. Lan�itudinal dowels across tl�e expansion joints in the cur6 and �utler are
res�uirec9.
i. Install 3 No. 4 rnund, smonth bars, 24 in�hes in length, fnr do��els at eacts
expansioat joint.
j. Coat 112 af t��e dowet �r�ith a bond breaker and terminaie with a do�vel �ap that
provides a ininiinum of 1 incli free expansioi�.
L�. 5uppart da�vels by an appror�ed methoc�.
D. C uring: see Sectian 32 13 13.
3.5 REPAIRIR�.STf]RA?IQN [NQT ��SED�
3.G RE-IwS�I'ALLATI�N �N�1 I�SED�
3.7 �'I�.LD QUALITY C�NTR�L
A. Inspectians
1. Steel reinfnrcement placement
2. Headed Uolts anc� studs
3. Veriti�atinn ot�use ofrequircd design mixture
4. Concrete placement, includin� conveyi��� and ciepasitin�
S. Curing �roc�dures and maintenance of citring temperature
C'1"fY [)F F[)RT' �1'[:)[�TH ['[)H[.] A�artments
STAVi]A121:] C'oN5 f[2i;C'TTC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised ( }ctnl�er {}S. ?U 1 b
3� 1(i 13-5
C'C]NC'}2E7'� Cf:RE3 AItiD C:UT'rERti A.W17 VALLEY [�i:'I"['C.RS
I3. C:oncrete Tests: Perfo�n tesii��g of fresh co��crete sainple oUtained ac:cording ta
ASTM C 172 wiil� the Fr�llawin�; reyuirements:
P:�ge a of b
]. Testiilg Fr�q�iency: Ohtain 1 fresh �oncrete sai�n��e fnr eac11 day's pnur af ea�li
rancrete mixture exceeding 5 rubi� yard, bL�t less tl�an 15U cubic yar�, plus 1 set for
each adc�itional 15d cubic: yard or fiaction thereof.
2. S}um�: ASTM C 143; 1 test at point nf�placemea�t for �a�h cnncrete sample, but r�nt
less than l test f'or eac� day's po«r nf� eacl� cnncrete mixture. Perfnrm additivnal
tests when �nnerete cnnsistency appears to c}iange.
3. llir C�ntent: ASTM C231, pressure inetknd, for nnrmal-weig�st �oncrete; 1 test for
each sample, but nat less than I test far each day's pour nf ea�h �nn�rete mixrure.
4. Concrete Te�iiperature: AS'I'M C:1 Ud4; 1 test for each c�ncrete sainple.
S. Con�pression Test Specimens: ASTM C'31.
a. Cast a�id lahn�-atnry �ure 3 �ylinders for ea�h fres�� concrete sa�nple.
1} Uo ��ot iranspori tield �ast cylinders until they have cured fctir a
ininimum of 24 hours.
G. Co�t�pressi�e-�trengtlt Tests: EISTM C39;
a. Test 1 cylinder at ? days.
b. Test 2 cylinders at 2� days.
7. Upload test results into F3u��saw within 4$ hnurs nf testing. R�ports nf
cotnpressi��e-strength tests shall cvntain Prnject identii�icatinn name and numbet�,
tiate of concrete placeme3�t, na�ne of concrete tester and inspecior, location af
toncrete baich in Work, desi�n campressi�re sirength at 2$ days_ con�rete mixture
proportinns and inaterials, cnmpressi�e breakir�g strength, and ty�e af'ureak for
bnth 7- and 2$-day tests.
8. Additional Tests: Additioa�al tests of coi�crete shall be made w•hen test results
indicate that slump, air entrainm�nt, coznpressi�e strengtl�s, or other City
spe�i�icatinn requirements ha�°e not been n�et. The Lab Set-�°ices di�isinn n�ay
contiuct ar reyuest tests ta cietertnine arieyuacy ofconrrete by cored cylinders
coinplyinr� with AS'I'M C4? c�r t�y other methods as directed by the Prajeci
Mana�er.
a. Whei1 the strength le�•el of'the concrete for any �rnrtinn of'the structure, as
indicated uy cyIinder tests, falls heln��= the s�reci�ied requirements, �rc��ide
ii�lpro��ed curing conditions a��dlor adjustme��ts ta the nux desi�,�n as required to
obCain ihe reyuired strength. lf the avera�e strength oFihe laboratory rontrol
cyIirniers falIs s❑ law as t� Ue deemed unacceptable, follow the core test
�rncedure set fnrth in ACI 3{7 ], Chapter 17. Iwn�atinns nt-� �ore tests sl�all he
apprnved by t�ze Prn}ect Engineer. Cnre sampling and testing shall he at
Cantractors expense.
b. Il t11e resr�lts oi l��e core tests indicate thal the stren�*th of tlie structure is
ii�adec��tate, a�1y repla�ement, lnad testzng, or strengthening as may be nrdcred
hy the Project Engitaeer sl�alt he prn�ided hy thc C��ntra�tvr �rithnut cost to the
City.
9. Additinnal testing and inspc�ting, at Contractnr's expense, will be performed tn
d�ten�sine coinp�ian�e oi�� replaced nr additional ��nrk with specitied requirements.
lU. Correci deticiencies i�� the Wark that test repr�rts and inspectians indicate does no[
c��in�ly with the Cniatract Dncuments.
3.8 SYSTEM STr�RT[]P [h�T USED]
C'1"fY [)F F[)RT' �i'C)It1'H ['[)H[.] A�artments
STAVi]A121:]C'oNSI'[2i;C'1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised ( }ctnl�er {}S. ?U 1 b
3� 1(i l3 - fi
C:C]NC'}2E7'� CliRE3 AND C:UT'rERti AN17 VALLEY C�i:'I"['L:RS
P:�ge 6 of 6
3.� ��nJUST��c �?vvT us�n�
3.10 CLEA.V I1� G � NQT [JSED]
3.11 CLQSEDUT ACTIVITIES [wQT tiSED]
3.12 PROTECTIQN �ND7' LISEDJ
3.13 1�1AINTENANCE [NOT USED]
3.�4 ATTACHMENTS [N�T USED]
I]A'I'E NAMF;
1?:'?U�3U12 L].lohnson
1 Uip5�2U 16 L. Ar�ga
END QF SECTIOw
Rs:�'isian Lo�
5[Ji�iMAf�Y [.)F' CHAN[rI-:
i.2..�..2. MUdilied paymeiit item ta �ary hy street tVpe
Added 5ubse�tion 2?.B.l and 5ubsectiun 3.7
C'I"I'Y []F' P[)k'C" �i't)13"I H ['[:)H[] Apartments
S'f riV ])A121:] C'ON 51'h' i; C' l t(]N SPEC:T}"IC'ATT( ]N 1�(:7C'[1A9 ENTS 13�RC' 19-i} 1�} I
t�e�iced (}ctnl�er {}i, �Ulb
3�17F3-1
PAVGR'fE�ll' iqr1RKIN[�5
Page 1 of 11
1
2
3 PART 1- GEI� ERAL
4 1.I S[]i1NM�RY
5
6
7
S
9
10
fl
I2
13
14
1�
16
17
18
19 1.2
SECTIDN 3� 17 23
PAVEMENT MAItKIN[i5
A. 5ectian Iz}cludes:
1. Pavement Markings
a. Theniloplastic, tiot-ap�lied, s}�ray (Hf1.S} pa�ement markings
b. Thernloplastic, l�nt-applied, exttuded (HAF.} pa�eme��t markings
c. PreForme�i p�lymer tape
d. Preformeci heat-activateci thermoplastic tape
2. Raised inarkers
3. Wark cone markin�s
4. Rennoval nf pavement markings and ��iarkers
I3. De�iations from this C:ity of l�ort Worth Standard Specification
l. Naiae.
C. Relatec� Speciticatio�� Sectioi}s inclLide, but are not i�ecessarily limited to:
].. Di�•ision 0- Hidding Rcquireme��ts, Contract Forms and C�nditinns of the Contract
2. Divisian 1— General Reytiireinents
PR10E AND PAYMEN7' PR�CEDURES
ZO R. MeastFrement and Payment
21 1. Pavement Markin�s
2Z a. Measure�nent
?3 ]) Meas��rement fnr this Item shall lae per Iinear foot nf inateria] placed.
24 b. Paytnent
25 l j The w=nrk �rerformed and materials furnished in accnrdance with this Itesn
26 and measi�red as pro��ided under "Measuremen#" shall be paic� for at the
27 imit price bid per Iinear faot Uf"P�mt ivlarking" installed for:
28 a} Various Widths
?9 b} Variaus Ty�es
3U �) Vario«s Materials
31 d) Variaus Colors
32 c. The price bid shall incl�►de:
33 ]) Installatian of Pa�ement Marking
34 Z) Glass beads, wtzeri required
35 3} 5�rface prep�ra[ion
36 4} C'lean-up
37 5} Testing (when required}
38 2. Legends
39 a. MeaSureFneni
�40 1} Measuremeni far tI�is Item shall be per each Le�;enci installed.
4l b. Paytnent
C'1"fY OF F[:)RT V�'C)RTH i'{)I-1[] AJ7aCY[]leilts
STAVi]ARl:7 C'ONS fki;["1'TC]N SPE;C'ITICA"fT[:7N D[:7C'[1ti4C�lTS IPRC19-0'E41
tte�ised Ncn�enaher 2?. ?U t3
3� 17F3-2
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1} 'I'he wark gerformeci and riiaterials furnisl�ed i�� accordance with this Iiem
shall be paid far at ihe unit price bid per each "Legend" installed for:
a} Various types
l�} Varinus a�rplicatinns
c. The price bid shall ii�clud�:
1} Installatian of I'a�en�ent Markin�
2} Glass beads, when required
3} S�rtace �re�arativn
4) C'lea��-up
5} Testin�
3. Raised Markers
a. Measure�nent
]) Meas��rement fnr this Item shall lae per each Raised Marker installed.
b. Payntent
1} The work perfc�nned and materials furnisl�ed in accordance with this Item
shall Ue paid for at the u��it price bicl per each ``Raised Marker" installed
for:
a) Vat-ia«s types
c. The price hid shall include:
1} Installaiion �f Raiseci Markers
2} Surfa�e pre�arution
3) Clean-�p
4) Testing
4. Work 'Lone Tab Markers
a. Measurement
l) Measuretnent for this Item shalI he per each Tab Viat-ker installed.
b. Payn3erst
1} 'I'he work perfonneci and niaterials Furnis��ed i�� accordance with this Ite�n
shall be paid for at the unit price bici per each "T��b Marker" installed f��r:
a) Various types
c. The pricc hid shall include:
1) Installation of Tab Work Zone Markers
5. Fire Lane Markii��s
a. Measurement
1} Measurement for this Item shall he per the linear fnot.
b. Payment
]} The w�ork gerfarined and materials furnis3�ed ii� accordance with this Ite�n
an� �neasureci as pro�ided under "�Ieasurement" sliall be �rai� fc�r at the
unit price bid per Iinear foot of'`Fire Lane Marking" instalIed.
c. The price bid shall ii�clud�:
1 } 5urface prep�ra[ion
2} C'lean-up
3} Testing
G. Fa�•ement Marking Remnval
a. Measurement
1} Measure for this Item sha11 be per linear fc�ot.
b. Payme��i
C'1"fY [)F F[:)RT' 11'C)RTH
STAVi]ARl:7 C'ONS fki;["1'TC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS
�te�ised Ncn�enaher 2Z. ?U t3
C�H� Apattments
IPRC19-D141
3� 17F3-3
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1} 'I'he wark gerfonneci and niaterials Furnisl�ed i�� accordance with this Item
�3nc3 meas«red a5 pro��ided uncier ";vIeaSurement" shall be paic� for at the
unit price bid per linear foot c�f "Reinove Pvmt Markin�" performed fc�r:
a) Variaus ��=idtlis
c. The price bid shall ii�clud�:
1} Remo�al of Pa�ement Markin�s
2} C'lean-up
Rais�d Marker Remn�a]
a. M�asuretnent
]} Measurement for tl}is Itein shall be per each Paveinent Marker rema�ed.
b. Payn�e�it
1} The wc�rk perfc�rmecl and niaterials Furnished ii� accordance with this Item
shall be paid for at ihe unit price bid per eac� "Remo�e Raised Marker"
perfnrmed.
�. 'I'he price bid shall in�lude:
1} Reino�'al of eac:h Marker
Z) Dispnsal nf re�Txo�ed rnaterials
3 j C']ean-u��
Le�;end T�eino�al
a. Measurement
]) Measure fnr ihis Itetr� shaIl be �er eacl� Leger�d remc�ved.
b. Paytnent
1} The wark perfonned and materials furnisiaed in accordance with this Item
and measured as pravided uc�der "Measure�llent" shall be }�aid far at the
unit price bid per Iinear faot of"Res�ior•e Legend" �erfonned for:
a) Vat-ious types
h} Variaus appli�atinns
c. The price bid shall inclur�e:
] } Remor�al of Pa�rement Markings
2} C'lean-up
31 1.3 REFEREhCES
32 A. Reference Standards
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1. Referen�e siandards cited in llais SpeciCiration refer to the current referen�e
standard publisl�ed at tlle tiix�e nf�the latest re��isinn date lagged at tl�e er�d nf th.is
Specifi�atinn, unlcss a date is s�secifically �ired.
2. Texas Manual on Clnifonn Traf�ic C;ontrol De�ires MllTC� ?U11 Edition
a. Part 3, Markin�s
3. American Association of State Hi�hway a��d 'Transportation C7ffcials (AASI3TU)
a. Standarc3 4peciFication fc�r Cilass Beads []sed in 1'avement Markings, M 247-[19
4. Fcdera] Highway Adrz�iraistratian (FHWA)
a. Z3 C`FR Part 655, FHWA 17n�ket No. FHWf1-20f]9-Q139
5. '1"exas De�-�artment pf'l"rat�s�artation {TxOdT7
a. �MS-42U0, 1'avement Markers �Retlectorized}
b. DMS-430Q, Tra��i� Suttons
c. DMS-�220, Hor AppIied Therinnplastic
d. DMS-�24Q, Penx�aner�t Prefabricatcd Pa��ement Markings
e. DMS-8241, Remo�able Prefahricate�i I'a�vement Markings
C'1"fY c)F F[:�RT' 11'C�RTH C�H� Apattments
STAVi]ARl:7 C'ONS fki;["1'TC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS IPRC19-D141
�te�ised Ncn�enaher 2Z. ?U t3
3� 17F3-4
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Page 4 of 11
1 F. DMS-824?, Temporary i�lexible-Iteflecii��e Road Marker i'abs
2 1.4 ADMINISTRATIVE RE�UIREMEIlT5 ��fQT USED]
3 1.5 Sl]EIVIITTALS
4 A. Suhmittals shalI he in accnrdanGe with Se�tion O1 33 O[l.
5 B. All submittals shalI be apprcr�ed by tl�e C:ity priar to deli�ery ancilor fabrication f�r
6 specials.
7 l.6 ACTIQN SUSM[TTr�LS1INF�RMATI.�NAL SUSMITTALS [��T i1SF0]
8 1.7 CLQSEQ�JT SUSMITIALS [NQT 11SE0j
9 1.8 M�INTENANCE MATERIAL SLiBMITTALS �N�T C]SED�
1� 1.9 QL]ALITY ASSURAIlCE [NOT USEDj
11 1.10 DFLI`'ERY, STQR.AGE, r�ND H��DL[NG
12 A. Storage and Handlin� Requirements
13 1. The Coi�tractnr sliall secure and maintairi a lncation t� store t�e maieria! in
14 accnrdan�c witl� Section �]3 50 00.
15 1.11 �'IELD [SITEJ C�NDITIQ'_VS �NDT LrSED�
16 1.12 WARR�hTY [N�T i1SED]
17 PART 2 - PR�D[]CTS
F 8 Z.l DWNER-SL1PPLiED PR�Di?C:TS
19 A. New 1'roducts
20 ]. Reter tq Drawings tn determine if tl�ere are owner-supplied products fnr the Prn�ect.
21 2.2 Mr�TERIr�I1S
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A. Manufacturers
1. Dnly tl�e manufacturers as Iisted in the City's Standard Praducts I.ist will be
c��nsidered as shnwil in Se�tinn il l f� 00.
a. "1'!�e man�f��c:turer must comply with this Specification and related Sectians.
2. Any product that is not listed on tf�e Standarti Products List is considered a
substitutinn and shall lae submitted in accnrdance with Scctian Dl 2S D0.
B. Materials
1. Pavement Markings
a. Thermoplastic, hot applie�i, spray
1} ReFer to Dra�vings and City Standard Detail Drawin�s for widt�� af
inngitudinal lin�s.
Z} Product shall be especial�y co�npnunded fnr traftic markings.
3} Vd��en placecl an ihe roaciway, tl�e markin�s shall «ai be slippery �vhen wet,
lift from pavement uncier i�c}rmal weather conciitions nor exhil�it a tacky
expose�i surface.
C'1"fY c)F F[:�RT �'C�RTH C�H� Apattments
STAVi]ARl:7 C'ONS fki;["1'TC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS IPRC19-D141
�te�ised Ncn�enaher 2Z. ?U t3
3� l'F3-5
PAVGR'fE�ll' iqr1RKIN[�5
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b.
4} C:old ductility of the materia.l sE�all per�nit r�ormal road suriace expa��sion
and contra�iion �viihout cl}ipping or crackii��.
5} The inarkin�;s s��all retain their c}riginal cUlor, dimensions and placen�e��t
under nn�zaal tra�fic conditions at rnad sur�a�e temperatures nt' l�8 degrees
Falire�lheit and belnw=.
6} Markings shall have Uniform cross-section, clean ed�es, square ends and no
e��idence of trackin�.
7} The density and quality o��tl�e material shall be unifnrm throughnut the
�Txarkings.
$} The thickness shall be unifai-�n throu�haut the len�th and width of t��e
inarkings.
9) The markings shall be 9S percent free of'linles a��d �oids, and fi�ee of
hlisters for a minimum nf 60 days at'ter a�pli�atinn.
lU) The material sl�all z�at deteriorate by contact with sc7diUm chloride. �alciuin
chloride or other chea�iitals used tU pre�ent roadvvay ice or Uecause of the
ni! cnntent nf pavement markings nr fra�n nil dc-op�ings or other eftects of'
traffic.
11) The material sl�all ��ot prohibit adhesic�n oF other fhermoplastic markings if;
at some Fuiure time, new markings are placec� over existin�; maierial.
a) Ne��v material sha�l bond itself io the old lia�e in such a manner that no
s��litting nr se�aa-atic�n takes �]ace.
] 2} The markings p�aced nn the roadw°ay shall he cnnlpletely retrore�l�cti�e
bath internally and extemally with traffic �eads and shall exhibit unifoim
retro-directive rellectance.
13) T'raffic beads
a) Manutactured from g3ass
h] Spheri�al in slaape
c} Essentially free of sharp an�ul�u- paiiicles
d) Esseniially free af particles sh�win� clotidiness, surface scarin� or
surfa�e s�rat�hing
e) Water w�ite in cnlnr
t} Applieci at a uniform rate
�} Meet or exceed 5pecificatio��s sho�vn i�� AASHTD Standard
Speciti�ation for Glass geads LTsed in Pavement Markings, AASHTC]
Dcsignatinn: M 247-�79.
I'hermaplastic, hat appliec�, extrur�ed
1} Product shall be especially coinpounded for traffic markin�s
Z} Wh�n �laced nn the roadway, the ia�arkings shall nnt he ski�pery when w�t,
lif� t'raix� pa�eanent under nnrmal w°eather conditiar�s nor exl�ibit a tacky
expnsed surfa�e.
3} C:old ductili[y c�f the material s��all pemiit normal road surface expansion
and conti aclion withaut cY�ippiz�� or crackin�.
4} The rnarkin�s stzall retain tl�eir nriginal colnr, dimensions and �S]acen3erst
under nonx�al tratfic canditinns at rnad s«r[�a�e temperatures ot' l � 8 degr�es
�� ahrenheil and bel�w.
5} Markins�s shall have uniform cross-section, clean ed�es, sr�uare ends anci na
e��idei�ce af trackin�.
6) The density a��d �uality of'tY�e material shal� l�e unifnrm throu�hnut the
markings.
Cl'fY [)F F[:)RT �'C)RTH
STAVf]ARl:7 C'ONS fki;["1'TC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS
�te�ised Ncn�enaher 2Z. ?U t3
C�H� Apattments
IPRC19-D141
3� l'F3-G
PAVGR'fE�ll' iqr1RKIN[�5
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2.
7} 'I'he thickness shall be uniform throu�hout the len�th and width of ihe
markin�s.
$} The markin�;s sl�all be 95 percent free of hales and voi�is, a��d free �f
hlisters for a minimum of� 60 days at'ter appli�ation.
9) The mit�imui� thickness af�the marking, as measured abn�e the plane
forined by the paveinent surface, shall nat Ue less than li$ inch in t��e c:enCer
of the iiiarkin� and 3i 32 inch at a distance of'I inch fram the ed�e.
1D} Maximum tl�i�k.ness shal� l�e 311 G inch.
] 1} Tl1c raaaterial s}�all nat deteriorate by cnntact with sodiun� �hlnride, cal�iu�T�
chloride or other chemical5 used to prevent roadway ice or because c�f the
oil content af pa��ement Fnarkings �r fr�m oil droppin�s or other effects af
traffic.
] 2) TI1e material shall not prnhihit adhesinn ot' nther thcrmnpiasti� markings if,
at some Future time, new ma��kin�s are placed o�er existing material. New
material s��all bond itself� to t��e alc� line in suc:h a manner that ��o splitting ar
separatinn takes pla�c.
] 3} The naarkin�s �faced nn the rnadway shalI he cnmpletely r�trnre�lecti�e
both internally and externally vs�ith traflic heac�s and shall exhi6it uniiann
retro-�3irecti�e ret7ectance.
14) Truftic beads
a) Manufactured tra�11 glass
1�} Sp3�cri�al in shape
c) Esseniiully free of sharp an�ular particles
d) Essentially lree of particles showiii� cioudiness, s�irface scoring ar
surface scratchin;r
e) Water white in color
�} Ap�lied at a �znifc��rn rate
�) Meei or exceed SpeciCcatio��s sl�own in AASII7"0 Standarci
Speciticatioi� for Glass Bea�s CJseci in 1'a�einent Markings, AASf [TU
Designatinn: M �47-09.
c. Pre�'ni-�ned Pnlymer Tape
1} Material shall meet or exceed the Specific:ations For SWARCC7 ❑irector 35,
3M f'ligh �'erforn�ance 7'ape Series 38fl1 L:S, or appro��ed equal.
d. Prefnn�led Heat-Activated Thennnplastic Tape
l) Material shall meet nr ex�eed the Spcciti�atinns f'nr HQT Tape Brand 0.125
inil prefarmed thennoplastic or approved equaL.
Raiseri Markers
a. Markers shall meet the requirements nf�the Texas Man�ial on Uniform Tra��ic
Cnntrnl Devices.
b. No��-ret7ective markers s�all be Type Y tyellaw 6ody} and Type W(white
hocjy} raund ceramic markers and shall meet or exceed the 1'xl��?
s�����-���t�Q�, nMs-4�oa.
c. The ret-lective markers shall be plastic, nlect nr ex�e�d the TxIJOT
Specitication UMS-42UU for hi�h-voluine retrare�ecti�e raisec3 markery and i�e
available in ii�e fc�l�awing iypes:
1 J Ty��e I-C, white hody, ] face ref7ects white
2) T'y�e II-11-A, yelInw bndy, 2 faces ret`iect amber
3} Type II-C-R, white body, 1 face reflects wliite, ihe other red
C'1"fY [)F F[:)RT �'C)RTH
STAVf]ARl:7 C'ONS fki;["1'TC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS
�te�ised Ncn�enaher 2Z. ?U t3
C�H� Apattments
IPRC19-D141
3� 17F3-7
PAVGR'fE�ll' iqr1RKIN[�5
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3. Work Lone Markings
a. Tabs
1} T'einporary flexible-rel7ective road��'ay marker tal�s shall meel reyuirements
❑f TxT7C}T D.MS-8242. "Temporaty Flexible-Re�lective Rnad Marker
Tabs."
?} Remo�able inarkings shall not be used to simL�laie ed�e li��es.
3} Na se�ment of raadway open to trat�� shall remain rvithaut permanent
pa��einent rna�-kings for a period greater than 14 calendar days.
b. Raised Markers
1} All ruised pavement markers sl�all �neet the requirements of DM5-42UU.
c. �tripin�
]) Work �one st�-zping shail rneet vr exceed the TxD(�T Specificatinn T]MS-
8200.
14 �.3 ACCESSnRIES [N�T USE.D]
15 Z.4 S�URCE QU�LITY C�NTR�L
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A. Performance
1. Mininuim maintained r�trnretl��ti4•ity le��els fnr loT�gitudinal �i�arkings shal] meet
the requirements detaifed in tf�e [able belar.v for a miniinum af 3[3 calendar days.
Pasted
� 3U � 35 — SU � ? g5
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2-lane roads with cenierline n'a � 1(1[] Z5[]
i�zarkin s only [ l }
A11 other rnads [?] nla SO l00
^[ I 1 �1ea,ured at stac�dard :�fl-An eenax�etry ii� i�nits nf ixicdim`;`lux.
[2) Frceptinns'
A. �L�hen raised reflecti�'e pa�ement markint�ti {RRP1�Is1 sttpplement or st�bstilute for �
lonbitudinal line, minimum p�vemen� maikin�: retraretlecii�+ity le�'els are not app�icahle as
lon� as th� RE��'Ms are �nainitii�ied so lhat al leaSF 3 are visible tio�n any positic�n alon�? lhat
line during izighttime cnndiiio�ks,
f3. 4Vhrn continuous rnad��;'ay li�hting assures thal the markings �tre �isibie, minimum
�,avement markii�g retrnretl�cti��iry le�•eis ai•e not applicahle.
27 PART 3 - EXFCUT[�N
z8 3.l EXAMIIl�,TIOh [NQT LISED]
29 3.2 PREPr�R�'�TI�y
30 A. Pa�e�nent Conditions
3l l. Road��ay surfaces s1�aI1 be �ree nf dirt, grease, �oose and.�or flaking existing
32 markings and nther fnrms of cnntainination.
33 2. New Portland cement concrete surfaces shall Ue cleaned sufficiently to remave the
34 ciFring ir�ez�brane.
3S 3. Pa�en�ent to w°hich tnaterial is tn be applied shall be cvinplete�y dry.
C'1"fY c)F F[:�RT �'C�RTH C�H� Apattments
STAVi]ARl:7 C'ONS fki;["1'TC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS IPRC19-D141
�te�ised Ncn�enaher 2Z. ?U t3
3� l'F3-k
PAVGR'fE�ll' iqr1RKIN[�5
Page 8 of 11
1 4. Pavemeni shall be c�nsidered c�ry, if, on a sunny day after obser�ation for 15
2 min�ates, no conr3ensation de�elops on the underside of a t square foat piece �f
3 clear plastic that I�as been placed an the paveFnent and weighted on the ed�;es.
4 5. Ey�aipment and methads used f�r surface preparation sl�all n�t dama�e t3ie
� pa�ei�lent ar presenl a hazard Lo mvtarists or pedeslrians.
6 3.3 INSTALLATI�I�
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A. General
1. The materials shall be��ppliec3 according to the rnanufacturer's recoinmendations.
2. Markings and rnarkers shall lae a�plied within temperat�ir� limits G-e�nmcx�ended by
the material ma�nif.'acturer, and shall be applied on clean, dry paveines�t ha�it�g a
surface ie�nperature aUo�ve 5U de�rees Fahre��heit.
3. Markin�s thai are not prc7perly applied �iue to fauliy application meihocis or Uein�
placed in tk�e w�rni�g �nsitinn nr align�nerat shall be rcmn�ed and re�laced hy the
Contractnr at the Contractar's expense. If tl�e mistake is sucl� that it waiild be
confusin� or hazardoL�s to matorists, it shall he remedieci the sarne day of
nntif.icatinn. ?Vnti#ication will be �nade by pl�one and con#inned by tax. Clther
mistakes shall he remedied w=ithin � days nf written notit7cation.
4. Whe�� markings are applied an roadways open ta traftic, care witl 6e take�� to
ensure that proper safety precautians are fallowed, in�ludin� the use of signs,
cones, barricades, f.laggers, etc.
5. Freshfy applieci markings sl�all �e protecteci from trafti� dasna�e and disfi�.rureinent.
G. Temperature of the ma[erial mUst be equal to the temperature of the road surface
bef'ore allnwing traf'tic tn travel on it.
B. Pa�e�nent Markin�s
1. Thermnplasti�, hnt a�pli�d, spray
a. 'I'his method shall be used to instail and replace lon� lines — centerli�zes, Iane
li��es, edge lines, turn Lanes, anci dots.
b. Markirtgs shall be applsed at a 1lD mil thickness.
c. Markings shall �e applicd at a 90 mil thsckness when placed Q�er existing
markings.
�i. A sealer sha11 he used if concrete or asphali is older than flu-ee t3} years.
e. Typical settin� time sl�all be hetween 4 minutes anrl 1[1 minutes depending
upnn the roadway s�rtace teiraperature and the humidity tactor.
f. Retroref]ective raised markers shaIl be used tn suppleinent the centerlines, Iane
lines, and turn ]anes. Reter tn City Standard I]etail Dra��ings f'or pla�ement.
�. Minimun� retroret7ecii�ity of markin��s shall meet or exceed �'alues shawn in
subparagraph ?.4.A.1 oF this S�eciticalian.
2. T��ei-�noplastic, hot applied, exiruded
a. T�liis inethnd shall he useci to iF7stia11 and replace crc�sswal�Cs a��d stop-liiies.
b. Marki���s shall �e applied ai a 125 mil thickness.
c. MinimuArr retrnret`fecti�ity nf inarkings stiall meet or exceed �alues shawn in
this Speci�i�atinn.
3. Prefai-�ned Polymer Z�ape
a. This »zetlivd shall he used to insta3l and replace crvsswaiks, sto�a-lines, and
l�gends.
C'1"fY c)F F[:�RT �'C�RTH C�H� Apattments
STAVi]ARl:7 C'ONS fki;["1'TC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS IPRC19-D141
�te�ised Ncn�enaher 2Z. ?U t3
3� l'F3-9
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b. The applied marking shall a�ere to ihe pavement surface witi� no sli�page or
liFting and have syuare ends, sirai�ht lines and �lean edges.
c. Minimun� retroreflecti�ity of markin�s sliall �neet or exceed �alues shown in
this Speci�icatinn.
4. Prefai-�ned Ileat-Activateci T��ennapfastic 1"upe
a. This »zetlivd shall he used tn install and replace crvsswaiks, stc�p-lines, and
l�gends.
b. The ap�lied marking shall adhere t� the �a�emertt surface with nn slippage nr
lifti�ig and ha�e square en�s, strai;rhi lines an�3 clean erige5.
e. Minimurn retroret7ecti��ity of markin�*s shall meei or exceed values shawn in
this Speciticatinr�.
I2 C. Raised Markers
13 1. All ��rrnanet�t raised �ra�ement �i�arkers on Portland Ceilzent rnadways shaIl be
14 installed ��itl� epc�xy adhesi��e, F3ituminaus adh�si�e is nnt acceptatale.
15 2. All pennanent raised pa�ement markers on rtew asphalt roadways may be installed
16 w=itl� �poxy nr hituminous adhesi�e.
17 3. A chalk line, chain or eyui�alent s1�aI1 be used cluring layout to ensure that
�8 individual markers are properly aligned. AIl markers shall be placed vnifoi-�nly
19 along ti�e line to acl�ie�e a smnnth continvn�as appearance.
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❑. Work Lone Markin�;s
]. Wnrk shall be perfoi7r►ed with as little disruption tn t�-affic as �ossible.
2. f�astall lc�ngitudi��al inarL�ings on pa��ement surfaces before opening to traffic.
3. Maintain laaie alignment tra�tic cnntrol de�ices and operations urstil markings are
installed.
25 4. �nstall n�arkin�*s in proper alignment ii� atcorda��ce with ihe 7'exas MLITC❑ anci as
26 shown on tlie Drawings.
27 5. Place standard lnn�itudina] lines no snnner tha�1 3 calcndar days af'ter tl�e placement
28 of a sL�rface treatment, unless atherwise shown on the Urawin�s.
`�9 G. Ptace rr�arkings irt �rnper alignment with the ln�ation of't�e tinay pa�ement
3U markir�gs.
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7. Do noi use raised pa�ement markers for words, syin6ols, shapes, or dia�onal or
trans�erse lines.
8. All markings shal] be �isih�e �'rotn a distance of' 300 f'eet in dayligltt �nnditinn5 and
froin a distance af at leasi 1bCl feet in ni�httime condiiions, illurninaied I�y Iow-
beam autamoi�ile headli�ht.
9. Th� daytime and nightti�l�e reI-lected color ot�the naarkings m�ist be distinctly u�hite
nr yeltow.
1[]. The markings �nust exhibit u�ifnnl� retrnreflecti�e �haracteristics.
39 11. Epvxy adhesi��es sliall not be used tn w��rk znne n�arkings.
40 3.4 REI���VALS
41 1. Pavemeni Markin� and Marker Rema�•al
42 a. The inciustry'S best practice shall be usec3 to remo�e existin� �a�ement
43 markings and trsarkers.
C'1"fY c)F F[:�RT �'C�RTH C�H� Apattments
STAVi]ARl:7 C'ONS fki;["1'TC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS IPRC19-D141
�te�ised Ncn�enaher 2Z. ?U t3
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b. If the raar�way is bein� �iamaged during the marker remo�al, 1�'ork shall be
halied until consultatiion with the City.
c. Removals shatl be done in suc�� a inatter that color and texture cc�ntrast of the
�avement surface will F�e held to a minizr�um.
d. Repair da�nage to asplaaltic s�arfaces, such as spalling, shelling, et�., greater than
Ya in�h in depth resulting froin ihe rema�al af pa�ement markiiigs and markers.
Dri�e�°ay patch asphalt emulsion may k�e broom applied ta reseal c�ama�e ta
asphaltic surfaces.
e. D�spose n�� markcrs in accordai�ce witl� �ederal, state, ar�d ]n�al �-egulatians.
f. Use any of t��e follo��vin�r inethods unless otherwise shawn on the Urawin�s.
1 } 5urlace Treatment Met��od
a) 11.pply surface treattnent at rates shnwn on the I]rawings or as dire�ted.
Place a s«r�a�e treatment a miniin�im nf 2 feet wide ta cn�er the
existin� markii��.
b] Pface a surface treatment, tl�i�� o�•erLay, or microsurfacing a minimum
nf 1 lane in widtl� in areas where dire�tioi�al cl�anges vf�traftic are
in�nl��ed nr in nther areas as directed lay the City.
2} Surn Method
a) Use an appro�eci burnii�g method.
b) F�r therfnoplastic pa�ement inarkings ar prefabricaied pa�veinent
markings, heat may be applied tn remove the bulk nf the n�arking
material prior to hlast cleaning.
c} When usin� heat, a��aid spallin� p�vement surfaces.
d) Sweepi�ig or li�ht blast clea��iii� may k�e usec3 to reinove minor residue.
3} Blasting Metf�od
a) iJse a blastii�g Gncthnd s«ch as water blasting, abrasi�e blasting, water
ab�-asi�e hlasting, shot blasting, slun-y blasting, w=ater-inje�ted abrasi�•e
blasting, or brush blasting as approved.
b) Remo��e pavement Fnarkin�s on concrete surfaces by a blastiiig inethad
only.
4) Mechani�a] Methnd
a} Use any mechanical methad except �nindin�.
b) Flail milling is atcep[able ii� the remo�al of Fnarki���s an asphalt an�1
cv�lcrete sur�aces.
2. If a locatin�7 is to be pa�ed n�•er, nn additinna] co�npensatian will be a�lawed for
marking or marker removal.
37 3.5 REPAIR I REST�RATI�I� [hUT USEll]
38 3.6 RE-1wSTALLATIQN �N�T C]SED�
39 3.7 FIELD QU�LITY CDNTRQL
40 A. All lines must ha��e �lean edges, syuare ends, and be unifonn cross-section.
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I3. 'I'he ciensity and quality of markin�s si�a11 be uniforni throughout their thickness.
C. Tl1e appli�d markings sha�l have no mnre than S percent, l�y area, of �nles or �•oids and
shall be free of blisters.
C'1"fY c)F F[:�RT �'C�RTH C�H� Apattments
STAVi]ARl:7 C'ONS fki;["1'TC]N SPE;C'I]�ICA"fT[:7N p[:7C'[1�ti4C�lTS IPRC19-D141
�te�ised Ncn�enaher 2Z. ?U t3
3217?3- Il
PAVF.h'fE�lT i�1r1RKIN[�5
P:t�e 11 of 11
l 3.8 SYSTEII� STARTUP [1�QT USFD]
2 3.9 ADJUS'1'I1�G [NUT [JSED]
3 3.10 CLEA:'V�II�G
4 �. Cantra�tnr shalI clean u� a�d reino�e all loose material �-esiilting f'roin �onstructinn
S operations.
6 3.11 CLUSEQLiT ACTIVIT[ES [yflT USED]
7 3.12 PRQTECTiaN [1VOT USED]
8 3.13 M�INTENANCE [��T i]SED]
�� 3.14 �►TTACHMENTS [ii�T L1SED]
10
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END �F SECTI�V
Kevisinn Lng
DATE NAML SUMMARY OF CI-IANCr�
I lr`22:'1 3 S. Ari�nid Reiiao�•ed �ai��t ty��e ivarking, updated re#ere»ces, added sealer iaziguage
12
C'I"I'Y []F' 1=[)k'C' �i'C�li 1'H CdHfl Apattments
5'friV])AI�1.lC'ON51'[2l;("II(]1v' SPi:;C'[I�f('A�fl[.7;J 1][:7C'L1i4tf.UTS IPRC19-D141
Re�ised f4cnenzher?3.3Ui3
3293�3-1
Landscape Irrigatio�z
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PART1- GENERAL
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LANDSCAPE IRRIGATIDN
�.r sv�m��Y
A. Se�tion Includes:
]. Landsca�ing within street right-nf-way and easements and establislttr�ent
reyuirements.
B. Ue�iations troia� tI�is City of Fort Warth Standard 5peciiication
1. Nane.
C. Related S�e�ifi�atinn 5ectians include, but ar� nnt ne�essariIy liir�ited to:
1. Division C} - I3iddin� I�equirements, C antract I�orms, and C:o��ditians of the C:c�ntract
2. Divisioi� 1- General kec�c�irements
3. Section 31 1 U ClU — Site Clearing
4. Se�tion 32 92 13 - Hydrnmulching, Seeding and Snddsng
5. Sectinn 3? 91 19 - Topsoil Pla�einent and Finishin� �t Parkways
1.2 PRICE AND PAYME'YT PROCEDL]RES
A. Meas�arement and Payment
].. Landscape Irrigatinn
a. Measurement
1} Measurement far tI�is Iiem shall be per lump sum.
b. Payment
]) The w=ork performed and materials furnished irs ac�nrdance tivith this Item
and measu�ed as provided under "Measureinent" will be paid far at the unit
price bid per Lump sum or as a percenta�e of the lump sum agreed upon
between t11e inspeclar and cantractor.
c. The price hid shall include:
l) Furnishing, installing and design nf' landscape irrigatinn. The draw=ings
pravided are a perfarmance hased desigi� and require the contractor to design
the system.
2) Twn ront water znne watering systems per tree
3) Dri� Trrigatinn systeins for turf
4} Irrir�u[ion C:oi�trollers
5} C:onnectian to City Water Mains and backllow pre�renters as required by
city siandards
6} Conrdinate Taps and watcr tT�eter reyuirements. �111 tees associated to he
incl uded.
7} I�aulin�;
$} Gradin; and Backtillin�
y} Excavation
] 0} Water
11 ] Remo�iii� and dispasin� af surplus material
1.3 R�:F'EREh�CES
] . Itegulatory Require�ne�ts
i. Cnir�}�ly with the regulations, cndes and nrdinances nf the 1luthnrity Having
.Eurisdi�lion.
CITY' �F FflRT 1�+��FtT'H GMPDI h1�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD C�nSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
3293�3-2
Landscape Irrigatio�z
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2. All fees, perniits and iTispectaons shall be secured by and �raid by the contractor
and cnpies s�i��lied tn t�e inspectnr.
3. Cnznply with the requirements of'the Texas Adaninista-ative Gode, Title 3Q.Part ],
C:h�pter 344, Subch�pter D.
S. References
Materials and �i�ethnds nf the fnllnwing refercn�ed standards and s�seciticatinns af'the
latest editinn fnn�1 a�art o�'this s�serit7cation seGtin�� as a}��licahle.
1. Manufacturers Sta��dardi�ation Society of the Valves and � ittin�s Industry [MSSj
Stanciard:
2. A�r��rican Natinnal Standards tiistitute (ANSIj
3. E1me�ican Society for Testing and Materials {A.STM)
4. Ameri�au Water Works Association {AW WA} Standards
l.4 ADMINISTR�TIVE REQLI.TREMENTS [N�T USED]
l.S ACT[QN SUSMITT�#LS [N�T LTSED]
1.G INFQRMA7'IQ1�AL SL�SMIT'TALS
A. Recagnized �nanui�a�hires include t�e �nllowing:
1. H�u�►ter Industzies
2. Rainbird C:a�paration
3. Dig Leit
B. Manufactures nnt Iist�d tr�ay he a�pro�ed if suhmitted tn, and a�pt-n�•ed, by the
{�wners Iluthnri��d .F�epres�:ntati�e �rinr tn bidding.
C. Submittals shall be in a�cvrdance �=ith 5ection � 1 33 C]Q, Si.TSMITTALS and shall
include:
1. Manufacturer's product data far t��e foliowia�g:
a. Cantrnllex�(s}
�r. ET Weather Stations, including mnt�nting details.
c. Sprinkier l�eads, noz�Ies, R.7W5
d. Urip irri�atictn products, all products in the systen�.
e. Lfeciric, manual and drain valves
f: Rain, frecze, nr wind srats and moistur� sensors, a�id weather statinns
g. Pi}�e and fittiilgs
h. Wiring, watertight cannectors, conduit. �ound-fault circuit brealcers, pull
Uoxes.
i. Turf�arad �al�e �auIts or boxes
_j. Rackflnw �reventars
k. Uperation and Maintenance Ma��uals far all pr�ducts.
1. Contraller schedulii�g
D. Shn� drawings include the follnwing:
l. A scale draw=ii�g (anir�imum ]" = 20'-�"} indi�ati�lg:
a. 5prir��er heacls with nQ�zle styles, ares and radius
6. Controller l�cation, type and weather station input data
c. Val�e ]ocatinns, with �otic identiticatioit fnr ele�tric glohe ��alvcs
d. Pipe {and slee�e} Incatinns with sizes, prn�•ide tlnw° capacities in gallons per
minute (GPM) and �•elocities in teet �er s�cnnd {FPS} far all s�rrinkler �Sipe
e. Rainstats, freezestat and wi�zdsiat lo�ations with rt�ounting details
f. Wiring routing, cietaiIs oF �vet connectic�ns i�� valve boxes
CII'Y �F FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
32°1343-3
Landscape Irrigation
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g. I.andscape feat�u-es; e.�. trees, shnih a»d turf.ed areas, �erennials and an.nual
hcds
h. �l.11 site feahzres af�ecting the irrigatinn system; e.g. transfnnners, walks,
dri�es, structures, curbs, easements, utilities
i. T'he c�irection of true north. a��d the prevailin� wind ia� rniles per iiour
Ils-built drawii�gs shall be true, scaIed drawings with every de�iativn from the shnp
drawings legihly indicated, including a]I amendments, addendu��as and �hange orders,
All pipe and main c�mpanents shall be exacily to scale or dimensionec� fi-am a fixec3
measuring poii�t.
Prn�•ide a�npy of tlie current TCEQ Irrigatars License card fnr e�ery person tt�at wil�
be on site or designing, installing or su�en°ising the it�stallation with tt�e shnp
drawia��s. The contractor may obtain CAI]D tiles of the A�'� dra�vings for a noiriinal
fee, however only base files will be provided. The layout of the actual sys[en�s is t��e
responsibility ot't�e cnntractor.
1.7 CLQSEDUT SiJBNI[TTALS [wOT L`•SED]
1.8 MAINTENANCE MATERIAL SUBMITTALS �NQT USED�
l.9 QrUALITY A5SURAN�E
A. INST'ALL�'R'S RI:C�l11RLMENTS
1. C:ontraciar, irri�*aiors, technicians anci installers shall be licea�sed by the Texas
Cnmmissinn nn Fn��iranmer�tal Quality (T��EQ} in gnnd standing. At least one
licensed landscape irrigatvr shal] he on the jobsite during �nnstruction at al] tiir�es
prn�iding an-site supen=ision n� the installatiott at�an srrigatinn system and shal]
pro��ide tl�eir TC:EC7 irri�ators card when requested by the OW'�I�k, or
ArchitectlEn�ineers (A'E�) representati�e.
2. Cnntractor shall hnld a current husiness regist�-ation in the City n.f Fort Worth,
Texas.
3. Install �roducts in co�nplian�e wit11 the reco�nsnendatinns of the martufa�t�iz-er.
D� NC]7' ins[atl products ��'liich are aut vf co�nplia��ce with the Fnaa�uFaciurers
recommendaiians without ob[aining Gvritten coi�sent from tlie AIE's Iicensec3
Irrigatnr.
4. Design nt�tl�e irrigation shall be perfnrmed by a licens�d landscape irrigatnr,
holding a current li�ense in �ood yta��ding by the TC:EQ.
5. Desi�n of [he pipe sy�stem shall he k�ased o�� a S feet per second {I�PS) maxi�num
veln�ity. Tl�e �nntra�tnr shall replace piping whicl� exceeds this �•einciry at his
own exp�nse.
6. The reyuire�neizts aF [he Texas Adminisirative Cotie, Title 3U,
I:NVIR�NMENTAL C�UALITY; C'��apter 344,LANDSCAI'E IkRIGAT[ON;
shall hc st�-ictly cnmplied with, incl�tding h�it ilnt limited tn Rule 344.61:
a. f1�1 in-igator shall �re�are axs irrigatinn �lan fnr each site w=her� a new= irrigatio�l
system will �e installed. A paper or electronir copy of the iirig�tion plan must
be on the jab site at atl times durin� the installation of the irri�;ation systen�. A
drawing shnwing the actual installatinn of�the,ystem is due to ea�l� irrigatinn
systen� owiler after all ne�� iz-rigatinil system installatinns. During th� installatian
o��the irrigatina� systenn, ��arianccs �i'nm tl�e nrigirtal plan may be authot'ized hy
the licensed irri�ator if the �ariance from the plan rloes noi:
1} diininisl� the operational inte�rity ol t��e iiri�;ation system;
CITY' OF FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
3293�3-a
Landscape Irrigatio�z
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Z) �iolate a�1y requireinents of this chapter; and
3} gn «nnnted in red on the irrigatinn �Ian.
a) The irrigatinn plan must includc cn�nplete cn�erage ofthe area to be
irri�ated. lf a sysiem ciaes not pro�'ide complete wvera�e of ihe area ta be
irri�ated, ii must be �ioted on tl�e irri�ation plan.
1�} 1111 irrigation plar�s used #nr constniction m�sst be drawn to s�alc. The
pla�� must include, at a mi��iiT�um, the folln�=in� infnrnlatinn:
{ 1} the irrigatar's seal, si�nature, and date of si�ning;
(2) ull majar physical features and the Uaundaries oFthe areas to Ue
�=atei'ed;
{3) a Nnrth arrnw;
�4) ale�end;
�5) the zone flow ineasure�neiit for each 1one;
{f } location and type of' eacli:
(a] �nntroller;
[b} sensar (fc�r example, 6ut not liinited to, rain, maisture, wind,
flo���, or free2e);
{7) location, type, and size ot ea�h:
(a) wate�- snurce, such as, b«t ilot Iimited to a water meter and
�rnii�t(s) ni�nnnectinn;
(b) backflow pre�ventian de��ice;
(c) water e�nission �ie��ice, i��cluding, i�ut not limiter� to, spray
heads, rotary s��rinkler heads, qitic�-cnu�les�s, bubbters, drip, or
m i cro-sprays;
(d} ��al��e, including, but nnt timited tn, zane �alvcs, tnaster �al�es,
and ist�Iation valves:
(e) pressure regulatiUn c��nponeni; aa�d
[f) main line and lateral pi�ing.
{8) tlte scale used
��) the ciesign pressure
7. Pop-Up spray sprinklers i�� turf shall be a minimum 4" b�dy, unless otherwise
i n dicated.
8. The system sllall be multi-zoned ar�d tiil�y a�rtanlatic.
9. Provide manual drain �•alve at iow points in rnaiFili�e. Provide a turf box and a
miniFnum of 20 l�s. oF pea gravel ai the base of the drain box.
lD. Prnvide automatsc drain valves fnr �a�h 7one. Prn�ide a turf box and a msnit�u�n
of 2D llas. of �ea gra�e] at the base of'ti�e drain box.
11. Provide freeze anci rainstats for entire sysiem. Rainstats shall 6e non-clag type,
�vith ��erride hy-pass s�vitch or restraints. Pror°ide wind stat where the pre�°ailing
wind exceeds 1 S m�l�. ET based Weather stations are acceptable as an integrated
system in lieu of indi�iduat rain, treeze and wind stats.
l 2. The sprir�klcrs shatl be spa�ed no turther tltan manufa�turer's current
specifi�atian.
L 3. In-igation system sl�a�l be campatiUle to and co�rr�inated with new or existin�
turt, ]andsca�re and irrigatinn system, wltere ap�kicahl�.
l4. i.ayo�it and spacing of spray heads shall take into cnnsideration the �revailing
wind cnnditinns. Low angle tra�ectnry sprays shall be used for �revailing winds
exceeding lU mph where recorru��encied by the manufacturer.
15. Part-circle or acijusta�le arc heads shall be iised on borders at streeis, walks,
ten�es aaid buildings [unless nthes-�=ise indicated). Clverspray shall be minitx�ized.
CII'Y �F FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
32°1343-5
Landscape Irrigation
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Spray ontn entra��ces a��d windnws is prnhibited a�id spray ontn f�uildings shnuld
he a�•nided.
lf. No�z�es sliall be seIected fram manufacturer's specif�atiqns that prn�ide
maiched precipilaiion rates.
17. Precipitatian rates for heads co�ering comi��oa� turf or la��dscapin� sl�all be
simiiar. .7_.one rotary, turfgrass and shnih areas separately. �ntary and spray
heads shall not he on the same zone.
18. Controller wateri�z�? scheduIe shall first be set tQ establish z�etvly planted
landscape materiuls. As soon thereafter as the landscape coi�tractor indicates ihat
the landscape materials are estahlished, set the statins� watering s�hedule tn
prn�ide water to �andscaping in acca.rdacice ��ith the ]andscap� prnducts. Tu�-t'
shall be set to pro��ide ane ia�ch of water per �r�eek durii�g t�ie driest �rowin�
season. Train the owner to operate the wai:er savin�; features of coi�trollers ta
wl�oIesale reduction ar sn�rease the watering sc�ed«le as needed fnr unus�al
circumstances.
19. Application rate shall Ue the optimum condition for the soil type, accomplished
6y the noz�Ie style andlor the controller tin�in� and sec�uei�cin�.
?D. Thc instaIlatinn af drip Irrigation systems shall cnmply with the manufacturer's
requirements.
21. Whcre reqiiircd, �row�r w=irit�g t� the cn�ltrnller shall be instailcd hy a licensed
master electricul contrattor, aaid is the respnnsibility of this �ontra�t�r.
22. Each controller sliall be connecteti io a segarate, uns��itched circuit �°ith its own
grnund fault circuit breake�- w=lnere power is provided tn controllers.
23. Wire size fnr pnw�r su�ply shall be in a�cordance with the Natinnal Electrical
Cnde.
24. Wiring af conirollers, weatl�er siations anci val�es shall campIy �°itl� the
manufact��rer's instruciians and NEC:. Bury condrictors ta the weather statioi�
from the cnntroller in sealed water tigtit cnnduit. Thermostat wire shall �iot be
used �nr �al�es.
25. Provide thrust blc�cks ar restraints on all pressirre mains exceedin� 85psi� at 9U
de�ree elbows and bullheac3 tees.
2f. Prn�ide m�tal locatioa� tap� na� all slee�•es beneath cnncrete dri�•es and walks.
Prn�ide tl�r�aded caps nn both eitds nf slee�es installed fnr tiiturc use. F..xtend
slee�°es a minimum af 12" beyond �oncreie on both sides.
27. System shall be zoneci �nri iimed at non-peak water periods (e.�. early inoming
befnre f:(l0 a.m. and af�er 7:D0 pm depending nn tl�e nperations ot�the #aciIity},
exce�rt for drip irrigation systems and root �one �raterii�g syste�ns {R.7..W�j.
28. Polyethylene tubin� used for RLWS shall not exceed 12 in���es in length from
ri�i�i pipe. PrU��ide no more than one p�ly f7ex tube per sprinkler.
29. Pipe a�1d Poly tubing shal� be la«ried heneath tlie Gompa�ted soil. Mul�h layers
are r�ot acce�stabte b«�y nlaterial. Pipe and tubing sha11 be buried below the trvst
line and nn shallnwer than l2 inch�s beneath compa�ted soil. Pn�y tube shall be
c:ontii�uaus withaut splices
3U. Prociucts oi�like nature sl�all be oFthe same mantifacturer in the fallowin�
categnries:
a. Cantrollers
�r. Weather statians
�. Val�'es
d. Sprinkfers
e. ❑rain val�es
CII'Y �F FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
3293�3-G
Landscape Irrigatio�z
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f: Freeze wind aiad rainstats
g. Turf boxes, ��al�e or meter boxes
1.10 �ELIVERY, ST�1tAGE, AYD HANDLING
fl.. Deliver ma�z�if.'actured �roducts tn the site in th� nrigina� cartnrzs nr nther p�-otecti�e
co�erings. I'r�ciucts shall remain packa�ed until ready for insta�latit�n. Siore piping on
�r�aoci runners raised abave �racie. Security and pr�tection frain the eleFnents are t��e
contractor's respansibility.
l.il FIELO CUN[3iTIQ1�S [N�T C]SED]
�.�z waxxA�TY
A. Warranty Period: at aIl iii��es after i��stallation and far the di►ratictn af the
Establis}zment Period and for one year heyond the i:stal�lishia�ent Period.
1. Warranty Period for L,ands�ape Maintenance ends same tiine as w�arranty perind fna�
nverall prnject.
r�RT � - rHvnucTs
19
20 2.1 QWN�:R-FU1�Pf1SI�1�U PRflD[JCTS [NQ7' US�D]
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2.2 MATERIALS
A. F3asis nf�T]esign
1. Pro�'ide prnducts nf the 9uality and nperational c}iara�teristics i�f tk�e descrsbed and
identified manufacturers ��Iow. Bnld�d zx�anufa�turers are the basis nf design. All
suhstitutions shall be eyual ta ar better than the basis of design.
I3. Pipes a�id I=ittings
].. General
a. Pi�e shall l�e permanently marked with the ASTM classitacatinn No., �ipe size
and manufacturer's name.
C. PVC �paIy�i��yl c��Laricie) pipe a:�d fittin�s
I. SDR-k'R [ASTM 2241} SI]R?, C'lass 20D [Cl�ss 3lS fnr liZ" �ipe} Type l.
2. Fittings, a��d Schedule 4� PVC' Pipe, (ASTM178S} and (11STM24bC}, snlvent
�ement joini (AS�I"M D2467). ?��readed fittings, schedule 8U PVC (ASTM
❑24C4).
3. �:lastnnieric-Gasket .ioint: Pi�e shall he tn diinensiona] req�iirements nf �STM D
17$5, Sched�iie 40 witl� joints �neeting tl�e requireznents of' l Sfl psi wna-kir�g
presst►re, 2d0 hydrostatic tesi pressure, unless ot��erwise shown or specified, or it
may be pipe co�aFor�nin� to rec�uirements of ASTM U 2241, elastameric joint,
with the fnllnwine at�nlicatinns:
SIJR Maximum Worki
21 120
I 7 1 S[]
13.5 2C1U
41
42
Pressure I Minimun� Hvdrnsiatic Pressure
1bU
200
2b6
4. Copper �l�uk�ii��: ASTM Siaiadard f388, type K, hard drawn. I�ittin�s: AIVSIiAS?M
832, solder Grade 95 TA, nr �WS AS.8, B cup silver braze.
CII'Y �F FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
329343-7
Landscape Irrigatio�z
Yage 7 of ] G
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S. .Toints shal] lae made «p using pur�le primer and �lear snlvent cement ineeting t�se
r�qF�ir�ments of F1ST'M D 2564; the jnint asse»Zh�y shall be made in a�cnrdan�e
w=itli nSTM D 258� and manufa�turers recninmendatinns.
D. Sackflaw pre��ez�ters
1. Pravide Ba�kllow preventers in acrorda��ce with t�ie AI-iJ reyuirements of the
�r��ject; manu�a�ttirers nf acc�ptable �roducts follou�.
z. n�u��� ca����
a. L]ouUle check backflow preventer 2" and smalter: ANSL'ASSE 1 U 15: c:omplete
unii of iwo i�dependently aciin� cl�eck �alves, fwo ball �'alves, strainer and four
test cocks, brnnze nr iran hody with bro�aze interna] �arts, 150 psi wnrking
��ressure, and s11alI �omply �=itll AWW.l� Standat�d C�SO{�.
A�ceptable Manufacturers and Mociels:
Cla-VaI Co. D-2 { 1-112" & smaller}
Watts 7D� or 757 serics
Hersey F17C
I=ebco 8U5y
Wifkins 55U
3. Dnuble chc�k back#lnw preventer 2-112" and larger: ANSIIASSE i�15; compiete
unit nf two indc�endently a�tit�g cllcck ��al��es, twn ball gate vatves, and four test
c���ks, brnnae nr iron hndy with hrnnz� int�a-naI parts, ] 50 �si working pressu�-e,
and shall coinply with AWWA Stan�iard C5U6.
Acceptable Manufacturers ai�d Madels:
�'la-Val �o. D (?" and larger}
Watts 7D{] or 7S7 series
Hersey 2
F�ebcc7 SOSY
Wilkins 55U
E. Reduced pressure
l. Redu�ed pressure back#]nw �reve�iter 2-I!2" and larger: ANSII�ISSE lQl3;
�omplete unit of two independently actin� check val�•es to�ether with an
automaticaIly operatin�, pressure relief �'al�'e, two �ate vaLves, and fotir test
cocks, bs�nnze nr iron hody with br��n�e intcrnal parts, 15D psi working pressure,
and shall �om�ly ��=ith A��VW�1 Standard C50�.
Acce tab��3ufactt�rer5 uncl Models:
C:la-Val C:o. 1�P-1 (2" & lar�er]
Wa�ts 9DQ
Hersey 6CM
Fel�ca 825
Wilkins 575
2. Redu�ed pressure hacktlnw preventer 2" and sir�aller: ANSIIA SS�;1 D l 3;
cam}�lete unit of twn iTide}�endently acting check ��al��es together w°ith an
autni��atically nperating pressure relsef �alve, twn �Sall val��s, strainer, and fnur
test cocks, hronze or iron bady ��ith bror�e internaI parts, 15U psi wUrkin�;
presst�re, and shall coinply with AW WA Stanc�arci C5U6.
A�ce�tablc Manufa�turc:rs and Mndels
Cla-Va] Cn. f�P-2 (]-112" & smaller)
Watts 9D[]
I-�ersey F�P-II
Fel�ca 8?SY
Wilkiils 575
CII'Y �F FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
329343-k
Landscape Irrigatio�z
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F. V$]V�5
� . Gaie Va]Vt:S
a. Gate �aI��es 3" and less: MSS-SP-7Q, rated 3 75 lb. minsmum water �ressure,
brass �r branze constructi�n st;rew-in bonnet, risin� ste�n, salici weci�e disc,
tl�readed or solciered conneciians.
��ceptable Manufa�turers and Mndels:
Crane 438, 1334
Nibc:❑ 'I'-111. 5-111
3Ti Crrinnell 3tilC3. 3UIUS.1
Milwaukee 14�, 149
b. Gate �=aI�=es 2-I!2" and gz-eater: z-ated 1 SO lb. minim�m water pressUre, irnn
body construction. 6ron�e �nounied, l�olted boiuiet, outside screw and yoke,
solid wedge disc, threacied coiuiections.
2.
3.
Acce�table Manu[�a�turers and Mndels:
C: ran� 465 -112
IT"[' Grinnell 6U20A
Milwaukee F-288S
Nib�o FGI 7-D
Bal ] Val�'es
a. I3aI1 val�es 2" and less: rated 17S lb. minimum water, oil, air and gas pressure,
brass or branze conslructi�n, seat inaterial as recommended by manuiacturer for
inaterial cnnveying, Iever handl�, threaded nr soldered cv�lne�tinns.
��ceptable matnitacturers and MndeIs:
Crane 93Q2, 9322
IT'F' Grinnell 35UC1, 35flUSJ
Milwaukee �3A-200, BA-25U
Watts F3-�flf}�, F3-fi](}1
Nib�a T-S�Q, & 5-58�
3. }3a11 vaives 2-112" anci greater, 15U lb. ininimum water, oil, air and gas pressure,
broi�e or carbon steel construction, seat material as recominendec3 hy
manu�act�i�-er for matexial con�eying, ]ever l�andle, t]anged cnnnections,
Acce�table Manu[�a�t�irers and Mndels:
C: rane 941-TF
Apollo �i8-lUCI
,Taa�lesbury D 15QF
Contrnl valves (znrie ��al�es)
a. C:oi�trol {cone) val�es shall have �lass-filled paly-propylene body co�er with
s[ainfess steel spring and nylo�a exhaust fitting. lliaphragm shall be nylan
reinforced Fii�na N tnnlded with hea�y Buna N seat to tonn an integral unit.
Val�e shall be packiess, without sliding seals, and �nzn�letely ser�iceai�le
withnut re�i�o�°ing bndy t'rnn� pipeline, with �Snited {stainless steel bolts} top.
❑esi�*n shall be "normal�y-closed", requirin�; sale��oid tQ be eneraiLed to open
valve, thereby causiz�g automaiic closure in e�•ent of prawer f�iIure. 5olenaid shall
comply with �lass II Nati��nal Elect�-ic Cnde and when operating require a
maximum of 0.23 a�nperes, 3.D watts at 24 ��nits 1�.C. Salennid shall be integrally
mnunted in valve cnver and moIded in e�nxy to fnrn� a cnrrosic�n and
moisture-proof unit with expose�i metal components of nan-coirosive material.
CII'Y �F FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
32°1343-9
Landscape Irrigation
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Flow contrnl shall be brass with 0-ring seaf and adjtistable frnm outside the
val�e far }�ermanent thrnttling ar compiete closing nt'�•al��e. Provide the prn�er
sn�ennid adapter ti-nm Dig L.eit, (the c�ntrc�ller manutacturer} #'or all �al��es.
Provide upstreaan filtration for all �al�es in acc�rdai�ce wi[h t��e manufacturers
recommendations.
��ceptable Manufa�t�7rers and M�dels:
Plastic Val�=es,
a. I-Iunter ICV
i�. 1�'eathermatic 21 UC3U series
c. Rainuird PF.B Series
irrigation specialries
Controller — A�nbien€ lighi sensing or soiar powered
a. Pro�rainmable, self contained, ad�ance ainbient li�ht pawered water-
manageme�at in-igatic�n cnntrnller. Non-�nlatile memory, liquid crystal display,
pnwe�- �ro��ided by an inteimal, ultrahigh ef�iciency photo��oltai� anvdule and
microelecironic ener�y mana�ement system fueleci by umbieni light.
1. ) A�ceptable Manufacturers:
a. j Leit Mndel XRC04 — 10 as req�iired fnr the mimb�r o#� stations,
Pm�•ide the folIolving �ompatsble ma�iufacturer� ap�urtenances ��i#� this
controller:
a} Leit Madel LEIT'V'v"WS wireless weather station
b) Li�MA 160t]IIE Solea�oid (far each val�e) with internal bleed man�al
�al �e.
c) Leit MKiT Mounting Kit
d} Iweit Multi-Prn Multip�e �ontrnller communicator
e} Leit 3C1— 722 UC' Char�er
f} Leit 3d-721 I3atteiy Char�er for handset
g} i,eit F,NCI.-X stainless steel enclnsure
h} Leit SKIT $821-4 Swit�li rype sensor ada�ters fnr each rair� and
freeze sensor.
Sprinklers
a. Rnnt �one Watering Systerns:
I.} Perforated pnlyetl�ylene cylinder witl� rigid mesh material, fill with wasi�ed
pea �ra�el. Integral bLiUbler, assembly pro�ided with factnry swing joint, 18"
dee�.
2.} 1#cceptable �nantitacturers:
R.ainbird
�-Iunter
Polyethylene tubing
a. Fl�xible in 20, 50 and l OD-foot cnils, «•ith adapters cnmpatible tn the tubii�g.
Acceptablc Manutacturers and Mndels
Tnrn "Funny Pi�e" S�ries �50 includin� �ittings
I�unter f[1�T-lOC}, in�luding 1�SI3L: fittings
I�ainbir� "Swin� Pipe", Series SP-2U, in�luc9in� fitiings
Irritrnl "Super Blue Flex Pipe", EHDl29S-Ol�]-I] nr EHF1Z95-�]]0-D
Da-ip Irrigation Spe�ialties
a. Pro��ide cn��plere o�eraule drip irrigatinn systen�s for hir��as recoznrnended by
the manufacturer. Inclu�e ciirect tube attached pressure c�mpensating inte�ral
emitters at 12 inches on center as recommencied by the mantafacturer.
CII'Y �F FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
.�2 93 a3 - i n
Landsca��e Irrigation
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Include insert nr cnmpressi�n fittings �om�atible with the inline en�itter tubing.
Include air reli�f G=aI�es,
b. A�ce�rtabfe Manufa�turers:
1.} kainbirci
2.} I�unter
Sensnrs and weather statinns
a. Rain Sensnr: Alun�inum nr PVC mvunti��g hra�ket, thermnplastic hnusing,
interrupts circuii to rainfnon or pump relay in controller. Adjustable in il�i"
ineremenis, aulomatic reset, 5-year warranty, 24 VAC'.
A�ceptabfe Manufa�t«recs and Mndels
Weatliern�atic Figure 950
Glen Hilton Mini-Clik II
Rainbird Rain-C'hec:k
Tnrn 85�-74 Rainswitch
b. Free�e Sensnr: Aluminum nr PVC mnuntii�g hracket and housing. Temperature
setpaint 39° F' with a temperature differei�tial of+l� C, 5-year warranty. 24
VAC'.
A�ce�table Manuta�t�trexs and Mndels
Cslen Hiltnn Mini-�`lik Mndel 4�1
�. Wireless RaiitiFree�e Sensnr: Aluminum nr PVC rrxnunting bracket,
thei��iopl��stic housin�, interrupt5 circuit to cainmon ar pump relay in controller.
AdjustaU�e in 1!i3" increinents, autoFnatic reset. Temperature set-p�int 39° 1� w°ith
a temperat��re differentia3 of -F ]° F. Pro��ide with receiver. S-year w°arranty, 24
VAC.
A�ceptabie Manufactitrcrs and Mndels
In-itrol IZE� S lODU
I�aii}bircl WRI=C:
d. Soil Moish�re Sensnr Systern: 24 VAC o�erride, tni�rnele�trnni� seiisor system
including moishzre contra] �anel, probes, bedding compound, wire s�Iice kits.
Acreptab�e Mai�ufacturers
'l"crro J 1-[] l 9U "Moist-U-Matic"
Rainhird Aquaniiser
Garden Ameri�a
e. High-flow sensor: Eligh-flow sensor shuts dawn system if an o�erflot�� candition
occurs. Provided wiih interface panel, which is a�ot required fc}r IMMS
controllers.
Acce�stab�e Manufact�rrers and Mndels
I-iunter f'Iow-Clik
Rainbirt� G-F'S series
f. Sensor Ry-Pass Switcli: I.,FT7 act's��e stah�s switch, U.L. appro�ed fnr exterinr
weatherprooT� ap�rl i cations.
��ceptable Manufa�t«rers
Tc�ro
Raii�birc�
Weatl�ennatic
C'Farden Aineri�a
Glen Hilton
CII'Y �F FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
.i29343- Il
Landsca��e Irrigation
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f. Weather stations
a. A�cu�-ately measures, wind, rain, temperature, snlar radiation, a��d relati�•e
humidity and cnmpures Evapot�-aalspiratio�l(ET) tn .Ql. in�h, cninpatible ti�ith
controller, weather computer scans sensors and recalculates weather changes
e��ery second, a�l electronic weather siati�n ciesigi� with non-�•olatile inemory
whi�h rctains cnnfiguratinn afld ureather data acrnss pnwer nutages, diagnostic
port and �ompi�ter LEDs fa�� t�-nubleshontiilg and confiiguratinn and �lug & Play;
Factory pro�ramniec� site specifc cc�nCguraiio�i.
A�proved Manufacturers
Rainhird, Rainmaste�-, H�ialter or ap�roved equal, �ur�lished w=it� tl�e cnntrnller
and certiti�d by tlae �ontrnller manufiacturer tn Ue con��atible.
H. Val��e boxes, backflaw pre�enter baxes and enclosr�res
].. Hea�y Trafti� Weight Pre-Cast Cbn�ret� Vault Fnr Sackf�ow Pre��enter
a. 45�[] PSI �rrecast �oncrete mete�� �auit [ASTM C-858) with trat�i� weight
conerete cover �vith cast-iron iii�7�ed lid 13" x 24" x 12".
Accenrahle Ma�lufacturers an.d Mndels
F3rnoks Products Series 3$
Dalworth Quickset
2. Cast-irun meter r°ault for backtlow preventer
b. I-�ea�vy-duty �ray cast-iran (ASTM A 4$} uniform ii� quality, free fram bfaw
holes, pox�asity, shrinkage, defects and cracks. Factnry coat with bitu�ninous
}�ai nt, 14" x� 2" x 10".
Acrez�table Ma��ufacturers and Models
McKinley Ira�� Works 'Type MB 14
3. Plastic bac�llow pre�renter boxes
a. Polynletin and fibrous cotn�ound hox with green lid, pro�ide manufactured
extensin�l tram bottom nf'pipe as re9uired. �ASTM ❑638, n��o - n��s, IJ224i]}
Acreptable Mai�ufacturers
Ametek
Carson
13rnoks
b. Sti�uctural foain, injection molded box. I5" x 21" x 12" wiih extensions as
reyuired.
Accez�table Ma��ufacturers
Brooks Prnducts
Ametek
4. Val��e k�axes
a. lnjectio�� molded foam ar polyc�letin enctosure, b" diameter for 1" control
�•al�es, l 0" diamete�- #'nr l- I 12" and aba�e val�es.
.A��e�table Manutacturers
�3rooks Products
Ainetek
Ca�-son
S. ll�ove grnund backflotiv preventea- en�Insure
a. Rei��forced, corrasian resistar�t aIuininum, ar fiber�lass construclion �villa
arcess doors Ur lids, an�i completely rema�able for maia�te��ance. Therniostatic
Control t�L lisied heater for free�e groofing set at U"F. Pro4'ide UL listed
ground fault hreaker.
CII'Y �F FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
,i29343- 12
Landscape Irrigatio�z
Page I? of ]G
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A�ce�taUle M.anu�acturers
V.I.T. Prnd�a�ts "5trnng Box"
I. Miscellanenus materials
1. Location tape
a. Plasiir, 2" inches ��ide w°ith a foil liner for locaiion by means af a ma�;netic
ln�atnr, such as "Terra-�nil" Model D as �naatufachired by Griftnlyn Carnpany;
Houstnrt, Texas. Cnlor sY�all be b�ue, l�a�ing lettering which rcads "W11TER
LINL BELC)W". Ta Ue installed abave main line.
2. Wire connections
a. f111 wire cnnne�tinns tn he snstalled in �a1�e boxes nnly. Dn not bury any
spli�es without a val�e bnx. All wire connections shall be with prape�- size w�re
nut and sealed with 3M #��BY-G Scotchcast kit. Al� wire splice kits must be UL
approved.
3. Dire�t btny, lnw �oltage e�ectri�a] wire
a. Type LTF 3] 4 single stand co�}�er with 4�f4" inch thick PVC insulation, U.I..
appro�°eci lor ciire�i l�urial. Minimuin wire shall be #14{iA.
4. Pea gravel
a. �1STM D 448, ASTM C 33, and M SHTD M43, minimum diameter of 118" and
maxi�nu�n of'314", n�n more than 3°/� of�pea grave] shall pass thraugh a Na. 3
si eve.
2.3 A�CE5SORIES [NOT USED]
2.4 SUURCE QlJAL1TY C�NTRDL
A. Notify City, priar to installation, of Iocation where irees that have Ueen selected for
��lantir�g tnay be ins�ected.
B. Plant n�aterial will be inspected fnr co�npliance witli toltowing requirements.
1. ['renirs, species, variety, siGe and qualiiy
2. 5i2e and conditioi� af balls and root systeins, insects, injuries and tatent defects
PART 3 - EX�CUTI�N [�T�T i]SED]
3Z
33 3.1 INSTALLERS �NQ7' 1,75ED]
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3.Z EXAMihATT�h [N�T LiSEO]
3.3 PREPARATIDN
3.4 INSTr�LLATI�I�
�1. Treilching shaI] b� titich that pipe is htiried helnw the �rost line, or a mini�num n�' 24"
be�o�r� grade; a�er exca�ate 36" minimum for rock, an�i backfill Gvith clean sand beci
before laying pipe. Lay pipe t� all�w far expansit�n and contraction. Backfll witli
cnmpacted �lean sandy lnam, aa�d tl�c rernainder, rnck-free exca�ation material and
to�soil. MechaalicaIly tatnp tretich to 9fl°/� �rn�tor to 2" abo�e su�7-oundsng grade.
Trench shall not be backfille�l until de�th and pa�eysure testin� is appra�ed.
S. Exca�ation for backtlow pre�enter shall be 18" minimum to the top of the backt7ow
pre�enter. Provide 12" af washeci pea �ra�el beneath backtlow grevenier. Prot�ide
CITY' OF FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
,i29343- 13
Landsca��e Irrigation
Page 13 of ] G
l bri�k sup�orts to �nld i�ackf]nw preventer and val�e taox, rest bric�C on undistuz-l�ed
2 soil. Valv� hox shall not rest nn �ripe entcring or exiting, pro�ide 3" minimuin
3 clearance all around pipe. Val�=e box shall be le��el with the surrnunding grade.
4 C:. Cut pipe c�ean ���ith pi�e cutters, rema�e burrs ar foreign matter fr�m pipe before
5 asseanbly. Apply colored prirner to botl� the pipe and fitting and then apply
G compatilale PVC cement tn the pipe. Home ��ipe to the #ittial� and hnId in place for a
7 miniir�um nf 45 seGonds until �spe has set in place. Rep�ace �ipe and tittings which
8 slide c9urin� this time, da not re-use Fiitin�s.
9 U. Install each electriLal �Iabe valr�e and series of wire splices in a separate tiirf box.
10 Buty hox le�el witla surrou�lding grade, install �alves le�el and plumh.
1 l E. Each �ran�h sp.rinkler sup�rly syste�n shall be automati�ally drainahle at the lo�r �oint,
I2 �vith a sprinr�-loaded ball drip �'al��e, ciesi�ne�i for lawn sprinlcler serviee, and drainin�
13 inta a I2" exca�ation containin� pea gravel. ❑ry well �u�d �ravel shall be provided by
14 the C'vntractor. Tnk� vfgra�el shall be laelnw valve at drain pnint.
15 F. Prt��ide n�anual drain ��alves on main lines, w°itl� np�ning f'nr drain intn a 1?" pea
16 �ravel suznp. Mai�ual c�raii� �al�es shall be ii� a valve b�x with the tap [lush w°ith
I7 Fii�ished grade.
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G. installatinn of sp��ink.lers aA1d risers
l. Install R7W5 and dri�r tube in strict cnnfnrmance with t�e n�anuf�a�turers u�ritten
instni�tinns.
2. Electri�al VL�iring
a. Install a separate colored �vire frUm the autoiiiatic contraller ta each solenaid
�al�e. Run a cnmman neutral fmm the cantrviler to each solennid �al�e
�nmmnn wire shall b� �nntintio«s white cnlor. Prn��ide ]?" expansinn cnils in
each valve box. Comply with the izaan�jfaGturers recomtncndatinns finr ��iring
si�es. The ir�axiaiium wire nm for 1� AWG is 20U(] ft, 1f�AWCi is 35dU ft. 14
AW[ir is 450[] fi aa�d 12AWf_i is 75C1U Ft. lnclude �°irin� coils in each �alve
hox in cai�ulatini�s.
k�. Make splices w�ith 3M DBY nr DBR-� wire cnnnection kits. Stri� end of'
wire, twist together, twist �vire nuts in place and install into sealant �aniainer.
All splices inusi be installed in val�°e boxes.
c. Install wiring in tres��hes alnng side the �riping. Prnvide a mit�iinuz� nt� l2"
in�hes nf cn�erag� tor wiring instalIed in separate trenches. Where se�eral
wires are installed in close proximity ta each other, bundle the wirin� and
tape securely at 1 U' foot intervals. W irin� installed under drir�ev��ays, parking
Iots nr pa��ements, shail be in PVC slee�e:�.
d. Re�er tn th� NEC f.'or �ro�nding af'the electri�al systems. Provide grounding
rods, or systems in accorda��ce with t1�e N�C' and provide testin;r and
coinpliance resutts ta the Uwne�- r�ia tl�e 0 8z M Manuals. y
4U e. Meas�tre the grnund grid resista��ce with the earth test meggar and install
41 additional ground rnds and cnnductors as required until the resistan�e tn tl�e
42 grnund cnn�nn��s tn the requirements n� the irrigation contrnl manufa�turer.
43 3. All v��irii�g abo�e �rounci ta l�e insia�led in ri�id metallic conciuit. Mount
44 controller 4�" AFG. Mount Free�e anc� raii� sensors per inan�facturer's
d5 recnmmendations. All grounding rvix�ing and s_ystems shall be installed by� a
4fi licensed electrical cantractor ta camply r�•ith the NEC.
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SO
CII'Y �F FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
.i29343- la
Landscape Irrigatio�z
Page 14 of ] G
l 3.S TESTI�I�
2 A. Flushing
3 ]. llt�er sprinkler pi�ing is in place, prior to installing heads, flush out lines by
4 ru��ning �vater [1lrough the pipina to remo�e debris and extraneaUs matter.
5 Ceinented joints shall be sei and cz�red Lor 12 liours prior to 6egini�in� tesis. Pro��ide
G t�`�«shing f'rn- dri� systems in ac�ordan�e with the manu�acturers tivritt�n instructinns.
7 H. Testii�g and o�eration
8 1. t3efore pipin� is pressure tesied, sufti�ient ba�klill shall be installed aroun� the
9 piping to �oi�tain the pipin�; u��der pressure. Tests shall be inade iii ihe presen�e of
10 tl�e 11,IE. The entire piping system shall be placed under full press�ire and left fnr 24
1 l hnurs wit11 pressure gauge attached, then pipe_joi�its sl�all be exatniiled tnr Ieaks.
I2 Cut out and remake any defecti��e joini anci re-iest until the system performs
13 without leatcs ar lass of pressure in excess of 5`Io.
14 2. Place the system intr� o�eratin�� and test each sectinn individually. F.xatx�ine the
15 operatioit o� spray heads, and during a time �=hen ��ii1d �elvcity is narartal, ��hser�e
16 [he patlern of water prociuced hy t�Ze heads. The complete system sliall �i�e Full and
I7 adeyuate cor�era�e ta the area bein�� watered.
k 8 C. Adj�rstments
19 1. Che�k eacl� s�rrinkler system for praper o��ration.
ZO 2. Adjust pressure nn adjustahle pressure ��al�es hy attachii�g a pressure gauge
21 assembly to the solenoid valve pressure regulat�r, and adji�st pressure as necessaty.
22 3. Adjust all con�pa��ents so tl�at water nu7oF1'and a��erspray is reduced.
23 4. The irrigatin�l cnntra�tnr shall personally notify the A!E, (7wners representative and
24 genera] �nntractnr at least 7? hnurs in ad�ance of�all tinal testing and inspectsnns.
2S The syste�xs ti��ill be tested, pressuriaed and adj�sted by the irri.gatinn �ontractnr
26 before callin� for final tesii»� and inspectio��. 'The systein will iiot be �onsidered
27 toinptete withc�ui certificaiion Uy th� En�;ineer.
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S. !lt tiFne nf tii�a] inspection, all hydrvstati� tests must have been satisfactnrily
cotnpleted. The �ntire syste�n shall tl�en be operated in the presence of the
ei��ineer'S authorized representative, anc� �ziust operate in a satisfactary maruler,
w'ith unifoizn covera�e of the areas which are to be sp�ii�lcled.
G. All cnnditinns nf the cnntra�t doGuments shall be met betnre ca�ling for fina]
testing. Al] cvsts fnr re-testing due to tail�}re tn n�.eet these cnnditinns wi11 be borne
by the irrigation contractor iFicludiiig tiane aiid materials of the required ii�spection
team.
D. Programming
1. Frngra�n i»itial irrigation f'nr newly planted �rod�icts irs accnrdance l��itli the City of.�
Fort Vvorth Staiidards. Provide rain and freeLe sensors. Pro�rram established
products in acrardance with the CE�W staridards. y
E. Dwner training
1. Frinr to #inal acceptance, �nntra�tor sl�all prn�ide a»zinin�u�T� vf 4 haurs nr as long
as required lay the []wner tn demonstrate tn the Dwner the prvper operation nf' all
iiri�atian syste�n eyuipment and controls provided unc�er tfiis sectian.
�5 3.6 REPAIRIREST�I�TI�N [N�T USEO]
46
47 3.7 RE-I:�fSTALLATI�N �NDT USE��
48
CITY' OF FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
.i2934�- I]
Landsca��e Irrigation
Page IS of ]G
i 3.7 FIELO QLiALITY C�NTRaL
2 A. City tnay reject ui�satisfactnry nr defecti�e tnaterial at anytime d«ring �rogress nt'
3 wnrk.
4 B. Atier i��stallatian and priar to the I:stablishiiient Period, the Coiitracior is responsible
5 for alI n�ainienance and wc�rk t� be performed. The C`ontractor is responsible For any
G irrigation items t}�at break to the �;stablishil�ent Period.
7 C. A Final Inspection sl�all be scheduied bet��=een tl�e Ciry and Cnntractqr p�-ior to
8 aceeptanc:e anci ihe begimiin� �f the �:stablishinent Perioc� ior the iirigatit�n. T�his can be
9 to�ether or separate from ihe I=i�a1 [nspectaon for the o�'erall project. A punch list �vi�l
10 made o�' in-igatian items tn repla�e. Upon cnmpletion nf t11e puncY� list, the cc�ntractnr
1 l shall suba�lit in writing that the punch list has been com��lete and is ready for tl�e
I2 establislunent perio�i ta Ue�;in, einail is acc:eptahle. 7'he establishmei�t period shall begin
13 upo�� written coi�frsnatioia froin the C'ity t��at the punch list is camplete, einail is
14 acceptahle, nr ] 0 husiness days ai�er Cnntra�tor has suumitted �nmpletinn of �Sunch list
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in writing.
1. D�trin� the E�tablishment Period the t;ontractor is responsible for all maintenance
and 4vork to be perforined. The C�ntractor is responsible for any irri��ation ite�ns
that break during tkae �:stablisht�ent pea-ind.
An ins�ectioi� tn d�termine acceptance ��iIl be cnnducted hy City at end nfi the
Estahlishment Periad. A punc�a list will be made nf irrigatinn items to rck�la�c. LTpnn
completion oFthe punch list, the cantractar shalI sti�mit in w'ritii�� that the puntli list
has been coin�lete and is ready f�r the warranty pea�od to begin, email is acceptuble.
The warranty pe.rind shail hegin ��pon written contirmatinn from the City that the puncl�
list is cnmplete, �mai] is a�ceptable, nr l0 husiness days af�er Cnntractor has submitted
�o�npletinn nf pnncl� list in w°riting.
1. Durin� the Wairanty Yeriod the C:ity is respor�siUle %r all mainte��ance and work to
be perfai�ned. 'The Contractor is responsible fc�r reptace�nent of any irri�atic�n items
du�-ing the warranty pe�-ind not caused by the tollowing factot-s; iinpact ti-oa1�
�ehi�le, sev�re weather.
Warranty perivds pro�ided for sa� paragrapl� I.12A.
1. An inspection to determine fnal projeci accepiance will be conducted 6y t��e City at
the end nf the Wan-anty Period. A�uncli lisr w�ill be made nfi ir�'igation items tn
r�pla�c. Upan cnmpietinn nf the punch list, the cnntractor shall suhmit in writing
that the punch list has been cor��pleie anci is ready for the warraniy period to end,
eanail is acceptable. 'I'he warranty period shall end upor� euritten confirmation Fram
the C�ity that the �un.cl� �ist is �omplete, ernail is acceptablc, oz- l� business days
af�er Contra�tor has submitted cnmpletin�i n��pun�li list iii writir�g.
2. After Warranty 1'eriod has ei�ded, the City accepis alI mainten�u7ce, wark and
responsibiIity for all irrigati�n items.
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41 3.8 SYSTE:� STARTi1P [�I�T USED]
4?
�3 3.9 AD.IUSTII�G [�TQT LiSEO]
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45 3.10 CIIFA:VII�G
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�7 3.11 CLQS�:QUT ACTIVI'iIES �iV�T USED]
48
CII'Y �F FflRT WORTH GMPD l M�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD COnSTRUCTION SPECIFICATIDN DDCUNfEVTS CITY PROJECT h�. D?432. D�E �I�. 7389
Re4•ised Be�embcr 2�. �D l�
.i29343- If�
Landsca��e Irrigation
F'age IG of ]G
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3.13 ESTABLISHME�IT
A. F..stabIishment Period shall be ]2 tnnnths a{'ter �eri�i�atinn nfsatistactnry it�stallation
af in-igatios�.
B. llurin� the �sta6lisl�ir�eni Period if a vvork schedule anc� frequency are nat show°n c�n
th� Dra���ings, perfonn the minianum reyuirements sho�vn below:
1. The C'ontraclor shall �neet with C: ity Inspeci�}r for a mit�iinL��n of 4 inspectic�ns
during the year.
?. Failure of Cnntractnr tn perfor-m during the Estahlishment Period shall entitle the
City to inake dernaz�d oii Contractar andlor its Surety u��der either the Performance
E3on�i ar Maintenance 13oi�d.
3. The repla�ei�ent ot items in the irrigation contrn] bnx shall require a 3 manth
Replacement EstabIislament perind tn be �naintaii�ed hy tl�c contractor, regac-dless ni-�
proximity to the enci of the ori�rinal I:stablislunent periad. This 3 month
Estab�ishment period shall he applied to ail plant and Iandscaping iterns iinpacted
by the irrigatinn �ontrn] bnx. The repIacement n�� ai] other it7-igatinn items shal� not
begin a new Establishment Periocl or Warranty Period.
3.I4 ATTACI-IMEN1 S [�DT lrS�.D�
END Q�' SECTI�N
CIT'Y' �F FflRT W'�RT'H GMPD l hS�nT'GOMEItY' STREET I.NIPROVE�IER'TS
STANDARD CdnSTRUCTI[]N SPECIFICATIDN DDCUNfEVTS CITY PR07ECT ivD. D2432. DOE VD. 7389
Re4'ised De�einbcr 24. �D l�
3�9t 14-1
"f01'S[�IL PLACEME�IT A:VL] FfNISHI�lG C]F f'ARKWAYS
P:�ge I of 3
sECT�vN �� �� i�
T(aPSC�IL PLACI,MENT ANI] FINISHING UF PAkKVvAYS
PART 1 - GEI�EHAL
1.1 S11:�'iMARY
A. 5ection [i�cludes:
1. Furnish and �Face topsoil to the depths and on the areas shown on the Drawings.
B. De�iations fram this City of F�rt Warth Stanciard Specitication
].. Nane.
C. Related Speciti�atinn Sections include but are ilnt necessarily limited to
].. Di�•ision 0- Bidding Requirements, Contract Forms, and Canditions of the Cnntra�t
2. ❑i�•ision 1 - Generai Requir��l�ents
1.� PRiCE AND PAYMENT PRDCEDi1R.ES
A. Meas�zremcnt and Payment
1. Measurenient
a. Measure3nent fnr this Item shall be by cubic yard af Topsoil in place.
2. Payment
a. The work perfonned and materials luiziished in a�cor�iance wii1� this Item and
measured as pra�ided �u�der "MeasureF7lent" will be paid far at ihe unii grice
�sid �rer cuhic yard nf Topsoil.
b. �111 exca�=ation required by t�is Itea�1 ir� cut sections shall f�e measured in
ac:cordance with provisions for the various exca�ation items ia��°ol�ed ��°ith the
provisioa� that exca��ation will be measiireci a��d paid for once, regardless of the
manipulations iil�nlved.
3. T�e pri�� hid shatl include:
a. Fuiz�ishin�; Tapsail
b. Loadin�
c. Hauling
d. Pla�ing
l.3 REFEREhCES �NaT USED]
1.4 r'1DMiNISTRAT.IVE REQUIREMEhTS [N�T USED]
1.5 A�TIDN 'SUSMITTALS f Nn'C USED]
1.6 ACTIQN SUSMITT�LSIINF�RM�TI.�NAL SUBII'[ITT�LS [?V�T LTSED]
l.7 CLQSE�[TT SLIBM.iTTALS [N�T USED�
1.8 ib1�IN'fENANCE MATERIAL SUl3MITTALS (NQT [�SEU�
1.9 QCJAL[TY ASSUR.AIlCE [NOT USED]
1.1U DE[�IVERY, STD.RAGE, AND HA�IDLI1Vt� [NDT USED]
1.11 �'IELD (SITE] C�NDITIQhS �N�T []SE��
1.12 'L'�'AR]LAI�°TY [:VOT USED�
C'1"fY [)F F[)RT' Gi'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3�9t 14-2
"f01'S[�IL PLACEME�IT A:VL] FfNISHI�lG C]F f'ARKWAYS
P:��e 2 of 3
P�'�RT i - PR�DUCTS
2.1 QWNER-FURNIS1iED [�rcj UWllER-SL]PPLIEllPR0�11CTS �ND7' C75EDJ
Z.z MATERIALS
A. T'opsoil
1. Use easily culti�ated, fertile topsoil that:
a. Is tree trnnl nbjectinnahle �xiaterial including subsoil, weeds, clay lutnps, nnn-
sos] materials, roots, st�ur��rs or stnnes larger than l.S inches
b. I-�as a high resistance lo erosion
c. Is able to suppoi�t plant �-owtl�
2. Se�ure tapsoil ti�am ap�ro�ed snurces.
3. Tops�il is subject to testiiig by the City.
4. �H: S.S to S.S.
5. Liquid Limit: 5U ar less
G. F�asti�iry Index: 20 vr less
7. Gradation: maximum af 10 gercent passin� No. 2UU sieve
B. Water: Clean and frce nf'industrial wastes azid other substan�es hannti�i to the growth
nt vegetatinn
2.3 ACCESSQk1E5 [NOT L1SEDj
Z.4 S�URCE QU�LITY C�NTR�L [N�T USED]
�ART 3 - ExECi]TION
3.1 INS7'ALLERS �NQT L]SED�
3.2 EXANiihATl.�h [N�T LISFD]
3.3 PR�PARATIUN [NUT USED]
3.4 INS?ALLATI�I�
A. I'inishing of Parkways
].. Sinoothly sha�e �arkways, shoulders, slo�es, and ditches.
2. C:ui parkways io �nish �7rade prior to the placing of any impro�eanents in or
adjaceni io the roadway.
3. In the e�ent that uiasuitable tnaterial fnr parku=ays is encountered, extend the de�rth
o�'exca�atian in the �a�-kways 6 inches and ba�kt711 witl� tnp snil.
4. Make standard parkway grade �aer�endicular to a��d drai��ing tn the c«rb line.
a. Miniix��im: 114 snch per font
b. Maximum:4:I
c. City may appro�e �ariations from these reyuirements in special ��ses.
S. Wl�en��•er the adjacent �rn�erty is ]nwer than the design �urb g�-ade and r�zno��
drains a�ray ti-nm tlae street, the �rarkway grade znust be set le�el �G•ith t�e top of the
rurh.
G. The design g�-ade fmm the �arkway extends to the back af the w=alk line.
7. Fram tl�at �nint (be11i�1d the walk), the grade may slope up o�- down at maxi�nunn
slope af 4:1.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3�9t I°3-3
"f01'S[�IL PLACEME�IT A:VL] FfNISHI�lG C]F f'ARKWAYS
P:��e3of3
I3. Placing of 7apsoil
1. Spread the topsnil to a uniform lonse �aver at the thi�kness specified.
?. FIace and sha�re the tn}�sc�iI as dice�ted.
3. Hand rake fa�ish a minimum of 5 feet fro�n all �atwork.
4. Tan�p tl�e topsnil witli a light rn�ler nr other suitable equipment.
3.5 REPAIRIREST�RAT�QN] [NOT i.]SED]
3.6 RE-I�TSTAI�LAT[ON [NDT USED]
3.7 FIELD QUALITY C�NTROL �1l�T C?5E�]
3.8 SYSTEM START[1P [NQT USED]
3.9 ADJUSTING [�i�T USED]
3.10 CLEA:'V�II�G [N�T US�.D]
3.11 Ci,USE�UT ACTIVI'i'iES [w�T XJSED]
3.1� PROTECTI�N [NDT USED]
3.13 M �INTENANCE 1N�T US�D]
3.14 ATTACHMENTS [N�T USEDJ
END �F SECTI�V
Re�-ision [.og
Dr1TE N�LML SL]'_vIMARY OF C'I-ItlNGE
C'I"I'Y []F' F[)RT' �i'C)131'H ['[:)H[] Apartments
5'fAV])A121:] C'ON51'[2l;("1'TC]N SPECI}"IC'ATI(]N f](:]C[1A7ENT5 13'RC'19-i}1�11
t�e�ised DeccmUcr �{}. �{}��
3�9"_' l3-1
HYDRO�IULC'HIN[;. SEEI]INC; ANU SCIr]17T1ti[�
P:�ge I of 8
sEc�r�vN �� g� ��
HYDkOMULCI-�iNG, SE�DING A�ID SUI]UINCiG
PART 1 - GEI�EHAL
1.1 S11:�'iMARY
A. 5ection [i�cludes:
]. Furnishing and ii�stalIing grass sod a�zd pen�zanent seeding as shnwn nn Drawings,
or as directed.
I3. Deviaiions frozn this City of Port Worth Stanciar�l Speciticatian
1. None.
C. Related 5peci�i�atinn 5ectinns include, but are not necessarily litr�ited to:
1. Division U- Biddin� Requirements, Contract F�nns, and C;o�iditions of the Contract
2. Di�•ision 1- C,eneraI Requireanents
3. Sectian 32 91 19 — Topsoil Placeinent and I'inishin� of Parkways
1.2 PR10E AND PAYMEN7' PROCEUURES
A. Measureinent and Payment
].. F31nck Sad Pla�ernent
a. Measurement
]} Measurement for tl}is Item shall be by the square yard of E31ock Sod placec�.
b. Payinent
]} The ��=ork �erformed and materials f'urnished in a�cordance with this Item
and measured ��s pra�ided under "Measurement" will be paid far at the unit
price bid per syuare yard of t3lock Sod placed.
c. The price hid shall include:
1} Fu�7�ishin� and pla�ing all sod
Z) Roliing ac�d tampizag
3} Waterin� (until established)
4} Disposal of surplus inaterials
2. Seeding
a. Measurement
1} Measuremeni for this Itein shall be by the square yard of Seed spread.
b. Payn3erst
]} The �=ork �ertormed and materials f'urnish�d in accnrdance with t11is Item
�3nc3 measured a5 pra��ided uncier "MeaSurement" wil� be paid For at the unit
price bid per syuare yurd oF Seed placeci for �'ariotas installatioi� methody.
c. Tlae price hid shall include:
]) F�i�istzing a��d pla�ing aIl 5eed
2J Furnishit�g and applying w'ater f'nr seed t'ertilizer
3} Slurry and hyclrauli� inultl�in�
4} Fertili�er
5) Watering and mnwing (until �stablished)
6) 17isposal nf� sur�lus tnarerials
3. Mc�wing
a. Measurement
C'I"I'Y []F' P[)RT' �i'[:)[�TH ['[)H[.] A�artments
5TAV1)AI�1:] C'[]NS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3�9"_' 13-2
HYDRO�IULC'HIN[;. SEEI]INC; ANU SCIr]17T1ti[�
P:�ge 2 of 8
1} Measuremeni fc�r ii�is Itein sha11 per each.
b. Paymei�t
1} The wc�rk performe�i and niaterials furnished i�� accordance with this Item
and measured as pro�ided under "Meast�re�ment" wilI he ��aid t�or at the unit
}�rice bid per each.
1.3 REFEREI�CES �N07' [7SED�
l.4 �►DMiNISTRATIVE REQi1IREMEhTS [N�T USED]
1.5 ACTIDN SIJSMITTALS jNQ'f USED]
1.6 INFQRMATI�IlAL Sl]SiVIIT'TALS
A. Seed
]. Vendnrs' certificatian that seeds meet Texas State seed law incIuding:
a. Testing and lalaeling f'or p►�re ii��e seed {PLS)
b. Name and [ype of seed
2. 1111 seed shall be t�sted in a lalaoratc�ry with �ertitied results presented to the City in
w�-iting, �rinr ta planting.
3. All seed to be ai the pre�ious season'S crop and the date oi� the cantainer shall be
w=itl�in 32 rnonths nf the seeding date.
1.7 CLDSE('JUT Si1BMITTALS [NnT USEU]
1.8 M�INTENANCE MATERIAL SLiBMITTALS �N�T C]SED�
1.9 QUA.LITY ASSURAI�CE [NDT LISED]
1.10 DELTVERY, STUR�GE, AND HA�TD��[N�
A. Blo�k Snd
1. I'rotect from expasure t� wind, su�s ai�d freecin�.
?. Keep stacked sod mc�ist.
B. Seed
1.. I��using native grass or wildf`lower seed, seed tnust l�a�•e been harvested within 1 �0
miles of tl�e canstrttctian site.
2. Each s�ecies of�seed sl�all he supplied in a separate, labeled cnntainer far
acceptance hy tl�e City.
C.. Pei�ili�er
1. Fro�ide fertiii7er labeled witl� t�se analysis.
2. Conform [o Texas fertilizer law.
l.11 FIFLD [SITE] C�NDITI�NS [NDT USED]
1.12 WARR��I�TY �YC1T USEU�
PART 2 - PR�DUCTS [NDT USED]
�.l DWNER-FURNiSHED PR�DUCTS [NUT USET]]
2.Z M�TERI�LS AwD EQL]IP?ViENT
A. Materials
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3�9"_' 13-3
HYDRO�IULC'HIN[;. SEEI]INC; ANU SCIr]17T1ti[�
P:�ge 3 of 8
L. SiDC�C SOd
a. Sc�d Varieties {match existin� if applicable}
1 } "Sten�taphrum secundaturn" (5t. Au�ustine grass}
2} "�ynodnn dacryIo�1" (Cnrnix�on Bertnudagrass}
3) "Bu�hlne dactylnides" (Buf�aingrass}
4} an approved hy�rid of C'onnnon �3ermudagrass
S} or an appra�ed Loysia�-ass
b. Sod i�ust G�ntain stnlnns, Ieafblades, rhiznmes and rnats.
c. 5od shall b� ali��e, healthy and �ree of iaxse�ts, disease, stones, undesirabke
foreign maierials and weeds anci �;rasses deleterious to its �ro�vth or which
rni�hl affect its suUsisfen�e or hardi��ess whez� tra��splai�ted.
d. MinimuAr� sod thickness: 314 ir��h
e. Maxitn«m gt'ass heigllt: 2 in�hes
f. Acceptable �rawing �eds
1} 5t. Augustine �rass sad: clay ar clay loaan topsoil
Z) Ben��uda grasses a�id znysia grasses: sand or sandy loam soils
g. Dimeilsinns
1} Ma�hine cut ta ��nifo�m soil i�zicw�ess.
?} Sod sha11 be af eyual width anc� ota size thai pen�its ihe sad ta be lifted,
handled and re�lled without i�reakin�.
k. Brnken nr tnrn sod or snd with uneven ends shail be rejected.
2. Seed
a. General
]) Plant al] seed at rates based nn �ure li�e seed (PLS}
a) Pure Li�e Seed (PLS] detenl�ined using the fan�zula:
{ 1) Percei�t I'ure Li�e Seed — I'ercent I'urity x[(Percent Gei-�nii�ation =
Perceni 1� irm or 1-iard 5eed} = 1 UU]
Z} A�ailahility ot Sced
a) Substitutinn nf individua] s�ed types due tn la�k nt�a��ailability may �e
�ennitted by t�se City at t11e time ot'�lanting.
b) Notify the City prior to bidding of difficulties locatin� rertain speciey.
3} Weed seed
a) Not ex�eed ten }�er�ent by «•eight nf rhe tnta] nf pure li��e seed {PI.,S]
and nther material in tl�e mixture
b) See�I not allowed:
{ 1 ] J�7ht}songrass
�2) Nuigrass seed
4) Har�est seed within 1-year prior to planting
b. iVnn-native Grass 5eed
1} Plant between April 15 and Sepiember 1 U
]_,hs. C:nmmnr� Name }3ota��ical'�1ame Yurity C�ermination
PLS;'Acre {�ere:en[) { crcezit}
25 Sennucia {unhulled} i_ti�nuclun cluc�fylorr 85 9�
7S Bermuda [hulled) �y>>���as� ��i���]nr� 9S 90
Z) Plant between Septe�nber ][7 and fl�ril l5
LUs. Caminon Naine I3otai�ical :�laine Purity Gerinination
PLS.!Acre (percent] {percent)
Cl'fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3�9"_' 13-4
HYDRO�IULC'HIN[;. SEEI]INC; ANU SCIr]17T1ti[�
P:��e 4 of 8
220 Ry� Grass r�r����� �r{rr� fr�,-�m
75 Serinuda {unhulledJ c_ti�i7uciun c[crc•fylu►�
c. Nati�e Grass Seed
]) Plant between February 1 and Qctnber 1.
Lbs. PLSi'Acrc
l.b
5 .5
3.7
17.(]
1.H
0.5
5.0
8.0
i.i
1.8
] {�.{)
C'�minon �Iainc:
Green 5pr�ingletvp
Sidea��ts Graina#
Liitfe Bltiestc:na�
E3uffa In �rass
[ndian C�rass*
Sand Lc�r�e�rass*
Bi� Bluestein
E�tsieni Graina
Siuc Gran�a
S�vitch�ras5
1'rairie W ildry•e�
85 90
95 90
I3otanical Name
I,eeptnchloa drrhia
Barrrt�lnua cPrrlipenrizrlu
5'clri�ackl�i�iiriir scapai•irrnr
UuC'�[QL' dcrc�ri�ka;tic.r
.5'n��{rusii•r�m rir�Crair.s
Errrgrostis ri•iclrvdes
�indrapvgon ger•ai•c�ii
7rr�7scacinlr rlcrcti•lordes
lg�i11E'jOI!(I nYClCIl15
Prmicirr�r virK�rt�.nir
1='Ii�iiar�.s ctrnrarle�rs•is
d. Wildflower Seed
] } Plani l�etween the followin�:
a} Marc� 5 and May 31
l�} September 1 and D�cember ]
Lbs. PLS;:�1tre C:unui��in Namc Bolrx�riccr] Nr�nie
3.� �3usl� Sunflower .Srr�siu cr�lvcr
5.� 13uttertly Weed .9.+cicpicrs I+rher•usca
2.0 Clasping Coi�etlav��er* Rccdhec�ia nnaplexicrrtrlis
3.0 Gold�n - W ave C'oreapsis hrr.ralis
13.�1 Illinois Bundleflo���er Desnrcri�lhus i!linoerisis
13.G I'ar[ridge Pca C�rr.r.rirr �crscicr�lrrlrx
2.0 Pr�iric VerUena � erl�en�r hipiizilati jiclrr
8.[3 Texas 1`ellnw' Star I_i�rdlieii»ei•i rccrci�ru
$.[) VVinecu� ['ulli�'hue i�rti'r�Jci'crtcr
2.0 Black-�ye�l 5usan 12rrrlbeckirr Irirta
18.� C'utlea#��aisy I���gel�iirr�iizin pii�i�crri�irlrr
2.0 �bedirnl Plant Phvsosfe,�irr iiifer�iredia
3.0 Pitrher 5agc: .�'a!� irr rrzurecr
2.i] Plains C'.nrenpsis (,r�reupsis ti��G•fr�riu
$.i] 5carlet 5age SrrTvirr cuG•cinera
*not t� Ue pian[ed within ten f'eet af' � road �r parkin� lot or within [lu'ce feet of a
walkw�ay
e. Temporary �rosion Control Seed
1} Cor�sist of the sowing ni� cnal seasnn plant sceds.
3. Mulci�
a. Por use �vith con�entional mechanical t�r hydraulic planting of seeri.
b. Wood cellulns� tihcr prnduced fro�n �'irgiil w=nnd nr rc�ycl�d paper-lay-prnducts
[w=aste ��rnducts fi'am pa�er mills nr recyc�ed news�aper}.
c. No growll� or �;erzninatian inhibiting factars.
c�. �Io more than ten percent moistuce, air dry weight basis.
e. Adc3iti�'es: binder in pawder forni.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3�9"_' 13-5
HYDRO�IULC'HIN[;. SEEI]INC; ANU SCIr]17T1ti[�
P:��e � of 8
F. Poirn a stran� moisture relaining mat.
4. Fertil izer
a. A�ce�rtable �nndition far distributinn
b. Applied uniformly o��er the planted area
c. Analysis
]) lb-?�-U
2) 15-8-8
d. Ferti l i �er rat�:
1} Not rec�uired for �vilciflvwer seedin�
2} Newly esiablished seedin� areas - 1 Ud pounds af nitro�;ei� per acre
3) Established seeding areas -] 50 pounds ot� nitrogen per acr�
S. Topsnil: See Section 32 93 ]9.
G. Water: cleaai and tree of indust�-ial wastes nr other substances harmtitl to the
germinatinn of the seed nr tn the grn�vth nf the ��egetati�n.
7. Soil Retention Blankei
a. "Curlex I" from Ainerican Excelsior. 90fl A�e. H�ast, Post Uffice Sox 5624,
A�-lington., Texas 7FiDQ], t-$��-777-SQIL or apprn�ed eq«al.
2.3 ACCESSORIES (NOT CJSED]
Z.4 SOURCF Q[]ALITY C�NTR�L [N�T USED]
1'ART 3 - ExECUTI�N (NUT USE�J
3.I iNSTr�LLERS [NaT USED�
3.2 EXA.M.I]�AT.IUh [NDT LTSEO]
��c� � 7 �17► 7Lr Il [�7►i
A. 5uriace Preparation: �lear surface ofall anaterial incluciin�;:
1. Stum�s, stones, and other nlajects Iargex than nne inch.
2. Roots, brush, wire, stakes, etc.
3. Any abjects that may inter�ere with seedir�g or maintena�ice.
B. rFi����
1. Compa�ted areas: til] 1 ir��h deep
2. Areas sloped greater than 3:1: run a tra�tor paralle} ta slope ta pravide �ess
seedlwater run-off
3. Areas near trees: Do not till deeper than 112 i��ch inside "drip line" of irees.
3.4 INS?ALLATI�I�
A. Black Soddin�
].. General
a. Pla�e snd between �ui�b and walk and on terraces that is tl�e sa�rse rype grass as
adjaceni �rass or existing lawn.
b. Plant between the avera�e last freeze date in tl�e sprin� and 6 weeks priar to the
a�erage f�rst f.i�eeze in the fall.
2. Installa#.ion
C'1"fY [)F F[)RT' Gi'()It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3� °J'_ l3 - fi
HYDRO�IULC'HIN[;. SEEI]INC; ANU SCIr]17T1ti[�
P:�ge 6 of 8
a. Plant sod specified after the area has been completed to the lines anc� grades
sho�°n oi� the Drawiiigs wit�� b inches of topsoil.
b. C]se care to retain native soil on tl�e roats of the sod durir�� the proce5s nf
exca�ating, laauling acld pIanting.
c. Keep snd matcrial rnnist f'ro�n the time it is dug «ntil pla��ted.
�l. Place sod sa that t��e entire area designatecl For saddin� is covered.
e. Pi13 ��oids left in the solid so�3din�r with adciitional sod anci tamp.
f. Rnll and tanlp sod sn t�aat snd is in cnmplete cnr�tact with tn�ssnil at a uniforni
slnpe.
�. Peg sod ��vith woocien pe�s [or wire staple� driven thrat►gh the sod black to the
fii-�n earth ii� areas il�at may slide due to the ��eir;I�l or slope oF the surface or
nature nt�the soil.
3. W�tering �nd Finishing
a. Fui7�ish water as an ancillary cost to Co��traclar by means af temporary
metering 1 irrigatiUn, water tru�k or by any other inethod necessary to achieve
an acceptable stand nf turt�as de�-Fned in 3.I3.B.
b. Tharnughly water snd izr�mediately ai-ter planted.
c. Water ui�til established.
ci. Generally, an amount af ���ater that is equal to the average amount oFrainfall
�rl«s ]i2 in�h per ��eek shni��d he a�}�lied until acce�ted. If applicable, }�lant
large areas hy irrigatinn znnes to ensurc areas are watered as snnn as they arc
planted.
B. Seedii�g
1. General
a. Seed arily thase areas irniicated an the Urawings a��d areas disturbed by
cni�stni�tion.
b. Mark each area tn be seedcd in the f7eld prinr to seeding fnr City a�prn�•al.
2. Broadcast Seedin�
a. Brnadcast seed in ? directinns at rig�t angles tr� each �ther.
b. Harrvw nr rake 1ig17tly to cn�er seed.
c. Never co�er seed with iz�ore soil t��an twace its diameter.
ci. Por �vilciila�r°er plantin�s:
]) Sca�� existing grasses ta ] inch
Z) Remo�e grass clippings, so seed ca�1 iz�ake contact l�itl� the sniI.
3. Mecha��ically Seeding (Drillin�}:
a. CJniFormly clistribute seed o�'er the areas shown on the Urawin�;s or as direcied.
b. AIl varieties of see� and fertilizer inay Ue ciistributed at tl�e same time prU�ided
that each �omponent is uniforn�ly applied at t11e spe�ified rate.
c. Drill sced at a de�t11 nt� 1�4 in�h tn 3i8 incl� utili�i»g a}�asrure or range�and type
dritl.
d. Dz-ill on the contnur nf slnpes
c. �lfter p�anting rnll ��it� a raller iTitegraf to the seed drilf, or a cnrrugated roller
af the "Cultipacker" type.
f. Rall slope areas on the c�ntaur.
4. Hydromui�hit�g
a. Mixing: Se�d, mul�h, fertili�er ar�d water may he mixed provided that:
1} Mixture is uniformly suspended to form a homogenaus slt�rry.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl.7 C'ONS f[2l;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3�9"_' 13-7
HYDRO�IULC'HIN[;. SEEI]INC; ANU SClrl37ilti[�
P:�ge 7 of 8
?} Mixiure forms a Ulotter-Iike �,�round cover impregnated uniForn�ly wiih
�rass seed.
3} Mixture is applied within 3U zninuies after placed i�� the eyuipmer�t.
b. Pla�ing
]) Unifnrmly distrihute in the 9uantity specitied over the areas shown nrs the
Dra�vinas or as directed.
S. Fertilizing: uzlifor�r�ly apply fertili�er a�er seed�:d area.
f. Watering
a. [�'ui-��ish �vater by ineans of temporary metering � irri�ation, water truck or by
any other method necessary to achie�e an acceptable stand of turf as delined in
3. ] 3.8.
b. Water snil to a minimwr� depth n� 4 inches tivithsn 48 hnurs of'seeding.
c. Water as direct l�y ti�e City at least tw°ice tiaily for 14 days after seedin� in sucI�
a mamier as to prevent washing of t��e slopes or dislod�ezneni of ihe seed.
d. Water until tinal acceptanc�:.
e. Generally, an aznount af water [hat is equal to ihe average air�aunt of rainfall
plus 112 inch per week shoulc� be appliec� until accepied.
3.5 R�:PAI121REST�It�TION �NOT' USEDJ
3.G RE-IVS'1'ALLATI�N �NQT l]SED�
3.7 FIELD QLir�1Ia�TY C�NTR�L �I�DT USED]
3.8 SYST'El�� STARTLrP (N�T USED�
3.9 AI]Ji1STIl�G [?�I�T LTSED]
3.�0 CLFr�VII�G [N�T LiSED]
3.11 CL�SEQCJT ACTIVITIES
3.12 PROTECTIaN [NaT USED]
3.13 NIr�1INTENt1NCE
A. Slo�k Sndding
1. Water and mow sod until c:t�mpletion and fnal accept�ince af the Project or as
dire�ted by the C'ity.
2. Snd shail nnt be cnilsidered tinally a�ce�rted unti� the snd l�as started to peg dol�n
(roots �rowing i��to ti�e soil] and is free fi•om dead blocks of sod.
B. Seeding
1. Water am1 �now sod until compleiion and fii�al acceptance of the Praject or as
ciirected by t��e City.
2. Maintain the seeded area until each af the follor�°in� is achier�eti:
a. Vegetatioi� is e�enly distriUuted
b. Vegetatioai is free fram bare areas
3. Turf will lae a�cepted once fiilly established.
a. Seeded area must huve 1 UO percent �ro�vth to a laeiglii of 3 inches wi[h 1 mow
cycle perfanned by the Cantracior prior to consicleration of acceptance by the
City.
C. Rejection
C'1"fY [)F F[)RT' Gi'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
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HYDRO�IULC'HIN[�. SEEI]ING ANL] SClrll7ilti[;
1. City may rej ect block sa� ar seeded area on ihe basis af weed papulations.
3.14 AT"1 ACf1MENTS [ wQT CJSED]
END QF SECTIOw
Re�isian Log
DAT'E. I NAM.E I S[]MMARY C7F C:HANCrF�:
P.�ge 8 of S
C'I"I'Y []F' �'[)�tT VJC7RTH ['[:)I-I[] A�artments
S'fAV])A121:]C'ONS"f[2l;('TTC]N SPECI}"IC'ATI(]N f](:]C[1A7ENT5 13'RC'19-{}lal
t�e�ised DeccmUcr �{}. �{}��
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P:�ge I of S
SECTIDN 3� 93 43
7'R�ES AND S��RUBS
PART 1 - GEI�EHAL
1.1 S11:�'iMARY
A. 5ection [i�cludes:
1. Tree and s�nFb planting and irzaintenan�e �rithin street right-nf-way and easements.
2. Tree removal and transplant is to be performec� in accordance with Section 3I IC100
B. De�iaiions trnm tliis Ciry ot Fnrt Wortl� 5tandard Specification
1. Nane.
C. Related S�eciti�atinn Sections include, but are nnt ne�essarily liinited tn:
1.. ❑i�•isinn 0- Bsdding Requirements, Cvntract Forms, and C'nnditions nf tl�e C'nntra�t
2. ❑i�•ision 1 - Generai Requir�n�ents
3. Sectioi� 31 1 U C3U — Site Clearing
4. Sectinn 3? 92 13 - Hydrnn�ulching, Seeding and Snddzng
5. Sectioi� 32 9I 19 - Tvpsoil Place�nent a�id Finishing of Parkw°ays
1.2 PR10E AND �AYMENT' P1taCEl]UItES
�1. Measuretnent and Payment
1. Plant Tree
a. Measure�nent
1} Measuremeni for ti�is Item shal� be per each by caliper inch.
b. Payment
1} T11e �=ork performed and zx�aterials f'urnished is� accnrdailce witl� this Item
and measured as pro��ided �mder "Me�surement" will be paid for at the unit
price l�id per each tree to be Plante�l by caliper inr��.
c. I'he price bid shall include:
] } F�i�-nishing and installzng trees
Z) Haulin�
3} Gradin� and backfillin�
4} �xcavation
5} Fertilization
6J Wate�-
T} Remo�in� and disposin� oFsurplus n�aterial
1.3 REF'EREl�CES
A. Reference Standards
1. Reference stanciards cite�i ir� this ��ecifcatian refer io ihe �urrent reference standard
published ai tI�e tin�e ❑f the laiesi ret�ision date log�ed at the end of t��is
specificatio��, un�ess a date is specifically citer�.
?. Elinerican Nationa] Star�dards Institute {ANSI}:
a. ANSI 26C1.1, American Standar� for Nursery Stack
3. Hartus Third, The Staf� of the L.H. Sailey HnrtQriu�n. 197f. .Ma�Millan Publishing
�'o., Ncw York.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'fFIC:A'CI[:)�1 D[)[:1f,�7EN7'S [YRC'I9-iTl�l
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P:�ge 2 of S
1.4 ADMiNISTHATIVE REQirIREMENTS [N�T USED]
1.5 A�TIDN SI,JSMITTALS �NDT USED]
l.6 INFORMr1TT�1�AL SUSMITT�'�LS
A. Tree data: Su6mit certifit;ation fr�m supplier tl�ai each type nf iree conforins ta
specification requireinez�ts.
l.7 CLOSEDUT SLISMITTALS [NOT �]S.ED�
1.8 1�'IAINTENANCE MATERIAL SLiBM1TTALS [NQT USEU�
1.9 i]UALITY ASSURAI�CE
�1. Coordinatinn
1. Caordinate with C ity Forester prior to 6eginning ec�nstruction acti�ities adjacent to
or that will impact existing tre�:s and sllruhs.
B. �Qualiiications
]. Landscaper specialized in landscape and planting w�rk
C. Substit�itinns
1. N�}t permitted unless apprc�ved �y C'i�y ��vhen specifieci plantin� material is not
abtaina�Ie
a. 5uhmit pmnf'nf non-a��ailability together with propnsal fnr i�se of ec�ui�=alent
material.
b. Substituti�ns af larger size oi� better grade than specifed will be allawed t�pon
appro��al by C'ity f�orester, but �vith no increase in unit price.
1.10 ❑EL1VEItV, ST�RAGE, AND I-IAVDLING
A. Do nnt remo�e cnntainer grnv�=n stock from cnntainers bef.'c�re time ofpla�lting.
B. Delivery and Accep[ance Requirement5
].. Sl�ip trees with Certiticates nt' Inspectsnn as required by gn�ernin� autharities.
2. Label each tree a��d slu-ub with securely attiached ���aterpro�f [a� �earin; le�ible
ciesi�ation �f batanical aiid cosnii�an name.
3. Use proteciive cor�'eria�g during deli�ery.
4. Deli��er packaged materials in fully labeled ari�inal cantai��ers showin� weight,
analysis and name af tnanufacturer.
C. 5torage and Handlin� Requiremei�ts
1. Prntect tnaterials firom deterioratinn during delivery, and �=hile stared at Site.
2. Uo noi prune pric�r to installatian.
3. Do not hend nr birtd-tie trees nr shi-�ibs in sucl� �nanner as to damage bark, b.reak
branches, ar destroy r�atural shape.
1.I1 �'IELD C�NDITIUI�S �NQT USED�
i��.������;�►�r�
A. Warranty Perind: ]? t�anntl�s af'ter job acceptance
B. Warrant trees agai�ist defects including:
1. Deat�}
C'1"fY [)F F[)RT' �i'()It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'fFIC:A'CI[:)�1 D[)[:1f,�7EN7'S [YRC'I9-iTl�l
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2. Unsatisfactary growth
3. Loss nf�shape due tn iin�roper pruning, maintenance, nr l�eather conditions
C. Plumb leaning treey during warranty period.
D. Remn�e and replace trees fo�and to l�e dead durii�g warrarsty �erind.
P:�ge 3 of S
i;. Reinove and replace trees r��liich are in daLibtful conditio�i at ene3 c�f warranty perioci, or
«'hen a�pra�'ed by City, �xtend warranry perind for trees far fiill gro��ing scason.
PA.RT 2 - PR�DUCTS
2.I DVI�'NER-FUR1Y1S1�ED �'R�DUCTS [NQT C�°SED]
�u 1�� i1 �1:71�► If�9
1. Genera]
a. Plants shall be triie ta species and variety specified, �rar.vi� Unt3er �limalic
cni�ditinns similaz' tn those in the locality nf the proje�t fnr at ]east 2 years and
ha�•e been treshly dug d«ring the most recent fa��nrable l�ar�est seasnn.
b. AIl pLar�t naFnes anci descriptions are as defined in Hartrrs 2 hir�1.
c. A11 plant� are tc� Ue grown ancl har�°ested in accortiance with the Aj�ericcrn
.5lrrnda�'d �nr 11+rLlY:Cf'7'�: �5'inc�k.
d. Unless a�rprn��ed hy the C`ity Fnrest�r, �lants shal] �ave heen grnw=n ii1 a latit�ide
not more tlian 2C1U miles narth or south of the latitude �f the praject unless the
prover�ance of the plant can be docun�ented to be compatible �vith the latittide
und cold �ardiness zone �f the plantin� location.
2. Trees
a. Pro�ide cnntainer grn�=n trees u=hich are straig}it and symir�ctrical and ha�e
persiste��tly preferred main }eader.
b. Mark the tree's north arientatian in the nursery for all de�iduous trees �rown in
the �icld with a l-inch dianleter s�nt of white paint on the rrec titiink within tk�e
l�ottam twel��e incl�es of the trunk.
c. Crown shall be in gaad o�°erall proportion ta entire I�ei�ht of tree with
branching cnntiguratinn as recnmmended by ANSI ZfO.I for ty�e and spc�ies
s�ecitied.
d. Trees desi�i�ated as l�all�d and l�u�-lap�ed [B&Fi} shall be properly dug with
fii-�n, natural balls of soil retaining as rnany fibraus roots as possiU�e, in si�es
and shupes as specified in the A�racricu�a .5tcri�clrrrd fcrr,�V'ursers� S'tuck. �3alls shall
be #irn�ly �=ra�ped witl� ��nnsynthetic, r��ttabte burlap and secured with nails and
]�ea�y, nni�syntheti�, rnttable t�vine. The root collar shali be appar�nt at si��-�a�e
of ball. 'I�rees with loose, Uroken, pro�essecl, c�r r��anufaciured roat balls will not
be accepted, except witl� special ��ritten approval before plantin�;.
e. Where clump is specified, furnish plant ha�in� ininiinum of three stems
nrigiTiati�lg trnm co�nmon taase at gri�und line.
f. Measur� trees by average caliper nf trunk as fnllnws:
1} Par truril�s up to 4 inches or less in dianieter, measure caliper Fi inches
abo�'e top of�raot ball.
Z) Fo�- tntnks inorc tl�an 4 inches, measure caliper 12 in�lles aba�e top of rnot
laall.
3 } Caliper measureme��ts
a) By dia�neter tage measure
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'fFIC:A'CI[:)�1 D[)[:1f,�7EN7'S [YRC'I9-iTl�l
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b) Indicated calipers on L�rawin�s are minimun�
c) A�eraging of plant caliber: nat pennitted
g. Trees shall confoi-�n to Follo��ving reyuirernents:
] } Healthy
2) V igomus stnc�
3} Grawn in recognized nursery
4} Pree of:
a) Disease
h] [nsc�ts
c } Eg�s
d) Lar��ae
e) Defects su�h as:
(1) Knnts
(2} Sun-srald
(3] Injuries
{4} Ah��asiv�ls
{5) Distigurement
{C} Borers a��d infestatians
3. Soil Pr�ducts
a. Tnpsoi�: See 32 9l l9.
b. Peat moss, tr�u�ch a��d t'ertilizer: Use rrtaterial recommended by City Fnrester
far establislu-nent of healthy stock after replantin��.
4. Stakes and C�uys
a. Pro�ide minimum �-fnvt lnng stee] T-stakes and 1 inch ���ide plastic tree �hains.
b. Where applicahlc �nr anchnring trees, use wond deadznen:
1} Mini�num: 2-inch by 4-inch stock
2} MiniFnum: 36 inche� lang an� buried 3 fee[.
3) Pro�ide white sur�eyor's �lasti� ta�e for Tlaggirig tree guys.
5. Tree Wrap, Twine and Seal
a. W rap
1} First 9uality
Z} F3ituminnus itnpregnated tape
3} C'orru�ated or crepe paper, spc:cificatly mai�uFactured fvr tree tvrapgin� and
ha�in� yualities io resiyt ia�sect i��festation
b. Twine
]) Lightly tan-ed, mediuFn-coarse sisal (lath} yax-r�
2) Do nnt use nails nr sta��es tn �asten wrappitag
�. Seal: C`airuilercially a�aila�le tree r��our�d dressin� specific:ally produced f�r uye
in sealin�; tree cuts arn1 waunds
�. Water: clea�i and tree of industrial wastes or other substar�ces harnif'ul to tl�e grnwth
af the tree
2.3 ACCESSQRIES (NOT USE1]]
Z.4 SDi1RCE Q[]ALT.TY C�NTR�L
A. Natify City, priar to installation, of lacatian �r�I�ere trees t��at ha�e beeii selecte�� for
planting may be inspectec�.
B. Plant material �vill be inspected fnr campIiance with f'olln�ving requirements.
1. Genus, species, r�ariety, sice and quality
C'1"fY [)F F[)RT' �i'()It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'fFIC:A'CI[:)�1 D[)[:1f,�7EN7'S [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
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P:�s�e 5 of S
2. Size and candition af balls and r�ot systems, insects, ii�juries a��d tatent defects
PART 3 - EYEC[]TIOiIV' [VD'1" USED]
3.l TNSTALLERS [NaT USED]
3.Z EXAMINATI�I! [N�"1' USED]
3.3 PREPARATI�N
A. General
1. S�hedule l�ork so that planting can prnceed ra�idly as �n�tinns nf sitc becnme
a�ailal�le.
2. Plant trees after tinal �rades are established and prittir to seeding ar socidin�.
3. Wl�er� �Ianting nf trees oc�urs atter seedii�g wnrk, protect seeded areas and
prvmptly repair dan�a�e to seeded areas resulting from tree planting aperatians in
toinpliance 4vith reyuirements af 5ection 32 92 13.
4. Laynut indi�idual trees at lncat���i�s shnwn on Drawings.
5. fi� case of conflicts, noiify City befare proceedii�g with work.
[i. Stake trees far Ciry apprn�al.
B. Preparation of Pluniing S�il
1. Eefore tx�ixiilg, clean tnpsnil nf rnnts, �lants, snd, stnnes, clay luinps, and other
extrane�us materials hannful or tnxic to plant grort�th.
2. 5trip and utilize 4 inch layer of top soil fram existin� ��roUnd.
3. i]elay mixing nf' fertilszer w°hen plaz�ting will nnt fall�w �lacing of pla��ting soil
within 48 haurs.
4. Irs�nr�nrate amendments intn soil as part nf soiI preparation �ro�ess priar tQ tine
grading, fertilizing, and planting.
5. f3roadcast or spread arnendmeiits evenly ai specified rate o�'er plantin� area.
f. Thnrnughly incnr-pnrate amendn�ents intn tnp 3 or 4 inches nf snil until
amendments are pul�eri�ed and fZave becnrne hoznogeneaus iayer nf tapsoil ready
for pla3iting.
3.4 INSTALLATIDI�
A. Planting
].. Exca�°ate pits, heds, oz' t�-encf�es with ��ertical sides and with battmm �f exca�ation
raised minimu�� t�f fi inches at center for praper drainage.
2. Pro�ide following miniinum ��idths:
a. 1S gallnn containers nr Iarger, 2 feet wider than diatx�eter nf'rnnt hall
b. 1 and 5 gallon �ontainers, b inc:hes wider than diameter oFroat ball
3. Wl�en cn�lditinns detrii�enta] tc� pla��t growth are encnuntercd, such as
unsatis�actory soil, obstructions, or ad�erse drainage cnnditions, noti#y City betore
planting.
4. ❑eliver trees atter �re�arations f'or plailtin� ha�e been cnmplcted a��d �laz�t
immediately.
5. When p�antin� is delayed more than b hc�urs after deli�ery
a. Set trees and shrubs in sI�ade.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'fFIC:A'CI[:)�1 D[)[:1f,�7EN7'S [YRC'I9-iTl�l
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b. Yrotect from weather an� meclianical dama�e.
c. Keep roats maist by co�ering with int►lch, burlap, or other acceptable ineans of
retainin�, moisture, and w°ater as needed.
b. Lift pLants anly froi�i the bottoi�i af the root balls or witl� belts or liFting harnesses af
suff cient width m�t t� darna�;e the root balls. Do not lift trees by their Trunk as a
le�er in positinning or mn�ii�g tl�c tree in the planting area.
7. Rennove plastic, paper, or fi�sraus pnts frnrn tlae contaiilcri�ed plant tnaterial. Pull
roots out vf'the rnnt mat, and cut �ir�ling roots with a shar� k.nife. Lnnsen the
pottin� metiium and s�}ake away Fr+�m ihe root mat. lmmediately after remo�in� ti�e
contdiner, instalI the plai�t such that the roots d� not dry oui. I'ack plantin� inix
arniind tl�� expased rn��ts whilc plai�ti�lg.
8. Cut ropes or strings froin t��e top aF roat balls and trees after plant has beet� set.
ReaTia�e lau�-lap or �loth �rrap�izag and any wire baskets f'rnm arnund tnp half'of
balls. D�� nnt turn und�r and hi�ry �,nrtinns of burlap at tn�r nf ball. Set balled and
burlapped trces in the hole with the nnrth marker tacing nnrth.
9. Sei rooi ball on u��disturbed sail in center of pit or trench and plumb plant.
][]. Place ��ants at le�e1 that, at�er setticment, natural relatinnship n{'plant crow°n with
��und surface will E�e established.
]. I. Wl�en sct, pla�e additinnal backtiIl araund base and ssdes n��ball, and work each
layer to settle backtill and e�inlinate vaids and air �ockets.
12. Whe�� exca�ation is approximately 213 full, water thvroughly before placing
remainder aFhacktill.
13. l�epeat watering until rsm m�re watea- is ahsorl�ed.
14. Uish tap of backfill to allow for r��ulchin�.
15. Mulch pits, trenches and ��lant�:d areas.
a. AI1 trees, shrubs and otl�er plantir�gs will he mulched with in�zicl� �reviously
appra��ed by tl�e C:ity F'orester. 'T'lie mulch on irees a3id shF�iibs slialI be tc7 the
depths sh�tivn nn the drawing. Mu1ch must nnt he placed within 3 inches nf the
trunks nf'trees and shi�ibs.
] 6. Prn�ide 2 tn 4 inch tliickness of'muTch, w�rk intn top nf �a�kf7ll, and finis]Z level
w'ith ad�acent Finish grddes.
1.7. Co�er entire raot hall.
18. Prune
a. Plants shall not 6e hea��ily prtaned at the tiii�e of plantin�. Prunin� is required ai
�rlanting tn co�-rect de#'ects in the tree st�-u�ture, including reix�n�al of injured
branches, doubl� Ieaders, «atersprouts, su�k.crs, and inter�ea-ing brancl�cs.
l�ealthy lower branches and interic�r small twi�s s��ould not be removed except
as necessary to clear walks and raads. In ncf case should mare than li'4 of the
�ranching stni�tiire be rernn�•ed. I�etain the nnrmal shape of the plant.
b. AI1 pn}ning shall he �n�npleted using ctean shat-p tnnls. All cuts shall be clean
und smoo[h, with the bark intaci witl� no rau�h ed�es or tears.
c. i;xcept in circumst�nces dictated by the needs af specific prunin� practices, tree
�aint sl�a]] not be used. The use af�tree �aint shall lae nnly u�on apprn��a� of the
City Forester. Tree �aint, whe�i required, shaIl be �raint specitically f'ormulated
and manufact�ireci for horticultural iise.
19. Prune trees to retain required hei�ht and spreacl.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'fFIC:A'CI[:)�1 D[)[:1f,�7EN7'S [YRC'I9-iTl�l
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P:�s�e ? of S
2fl. Do noi cut tree leaders, and remor�e only injured and deac3 branci�es from flowering
trees.
2]. l�emn�e and replace excessively �runcd nr �nistormed stnck resulting frntn
impraper prunin�.
2?. f�aspect tree [runks for injury, improper prur�in� and insect infestation and take
correcti�e measures.
23. Guy and stake trees immediately after planting.
B. Mo�ing F.xisting Trees
1. Coordinate tree moving and replaniin�; �°it� C:ity Forester during dormant �r�wt��
seasan.
2. Fra�ide tree spade of' adequate size as directed by City Forester.
3.S REFAIRJRESTDRATI�N [N�T USED]
3.6 RE-i�TST�[�LAT[ON [NDT USED]
3.7 �'IELD QUALITY C�NTROL
A. C'ity n�ay reject unsatisfactory or defectir�e material at a��ytime duri��� pro�ess of work.
B. Remo�e rejecled trees irrunediately frozn site and replare wit�� specified maierials.
C. Plant material not installed in accordance with these Speci�ications will be rejected.
D. A.n inspectinn to determine tinal acceptance ��ill be cnnducted by C'ity at end nf I?
mnntl� maintenance perind.
E. Warranty periods provided for in para�raph i.12A.
3.8 SYSTEII� STARTUP [1�rQT USFD]
3.9 ADJUSTING [NQ7" USED�
3.10 CLEA.VII�G
A. Durina planting �vork, keep pa�einents c��an and work �rea in orderly condiCioi�.
B. Dispnse of'excess sail and waste in a�prn�=ed ln�ation.
C. Waste Material Disposat: �n-site burning of�nmbustible �leared tnateriais sl�all nat be
permitted.
3.I1 CLDSE�LIT �'�CTIVITIFS [�T(]T tiSED]
3.1Z PRUTECTIDI�I
A. Pmte�t planting work and n�aterials fron� danlage due tn plantii�g operatin�is.
B. Maintain protection during installation and mai��tenance periad.
C. T'reat, repair, oi� repface ciama�ed planting wark.
3.13 1�1AINTENANCE
A. Maintenance Periad shall be 12 months after final acceptance.
I3. Durin� the maintenai�ce period if a work schediile and frequency are not shown on t��e
Drawin�s, perforn� t��e miniinum reyuireinents shown belaw:
1. Water trc�s tn fi�Il dcpth a mini�num nf'once each week nr as required tn maintain
healthy, �i�*arous �awth.
C'1"fY [)F F[)1tT' �i'C)It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'oNSI'[2i;[' 1'TC]N SPE;C'fFIC:A'CI[:)�1 D[)[:1f,�7EN7'S [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
3�9343-k
'fREES A�1[] SHRL'BS
P:�s�e 3 of S
2. Prune, cultivate, and ��eed as required for healthy �rawth.
3. Aestore planting saucers.
4. Tighten and repair stake and guy su�pvrts, and reset trees and slirubs tn prnper
�rracles ar r�ertical posiiion as reqiiired.
S. Restnre nr repla�e damaged wrappings.
b. Spray as reyuired to keep trees and shrubs free ol insects az�d disease.
7. C'o�ttractor shall repla�� any plant that does not sutvi�e. It shall �Se re�r]aced as so�n
as it is dctenraincd nn lo�lgez- ali�•e. Cnntra�tor is tn maintain ne�� plants as
ciescriber� above unti� �rowth is estaUlishe�i and maintenanre peric�d expires unless
wai�°ed by the City.
3.14 ATTACI�MENTS [�iQT USED�
END OF SECTIQV
Re�isian Log
I]ATE NAME SUMMARY DF CHANGF;
1.1.A —Paymerlt Items reznmed fnr tree remn�•al and transplancatinn; these Items are
to be perfonned i�i arcarciance with 5ectiaii 31 lU t3U.
i?i�Ui�U12 L7. luhnson 3 � 3�_ ��ndi(ied maintena�kce �erind tn hegin 12 mnnths after fiEtal accepFance
3.13.Li - N(ndified maincena�7ce perind requiremencs
C'I"I'Y []F' P[)k'C" �i'C)13"I H ['[:)H[] Apartments
S'fAV])A121:]C'ON51'[2l;("1'T[]N SPEC:fFIC:A'CI(:)�l U[)f:Lf,�lENTS 13'RC'19-i}1�11
�e�ised 1�eccmUcr �{}. �{}��
33 l l i}i - l
B[:)LTS. N[]Tti. ANU CrA5KGT5
P:�ge I of 7
SECTI�N 33 l l 05
BULTS, NUTS, ANI3 C;�ASK�TS
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian Iz}cludes:
1. All nuts, bolts and �askets associated with pressuriced water utility lines including:
a. T-Ralts and Nuts
b. Flange Bnits ar�d Nuts
c. �T'lu-eade�3 Rods
d. I'ush-an Gaskets
e. Mechanical 3oint Gaskets
f. Flange Gaskets
g. Flange Isolation Kits
h. Petralatum Tape 5ystems
B. De�iations from this City ot�Fnrt Worth Standard Speci�ication
1. None.
C. Related 5peci�i�atinrs Sectinns include, but are nat ne�essarily limited to:
1. Division U— Siddin� Reyuiremen[s, Contract Fomis, and Co��ditions af tf�e
C'ontraci
2. I7i�isinn l� General Requirements
3. Section 33 U4 lU —]oint f3anding and Electrical Isolatioi�
4. Sectinn 33 1] 1 i] — Ducti 1� Irnn F'ipe
1.2 PR10E AND PAYNIENT P1tOCE�URES
A. Measurement and Payment
1. Hydrncarbnn Resistant Gaskets
a. Measurement
1} Measuremeni for tY�is Item shall be by lump sum.
b. Payn3ent
]} The �=nrk pertormed and the t�naterials htrnished in aGcordance w=ith tl�is
Ite�T� shail be �aid tnr at the lurnp sum pri�e hid for all "Hydrocarbon
Resist��nt Gaskets".
2. All Uther Iteins
a. Measurement
1} The Items in t��is Seciion are considered subsidiary ta the Item l�ein�
insialled.
b. Paytt3ent
]} The �=nrk pertnrmed and materials fiurnished in accnrdance witl� this ltem
are suhsidiary to tl�e ur�it price bid fnr the Item being instalIed and no nther
co�npensation will be all�wed.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
33 l l i}i -?
B[:)LTS. N[]Tti. ANU CrA5KGT5
P:�ge 2 of 7
l.3 REFERE]lCES
A. Reference Standards
1. Reference stanciards cited ia} this s�eci�cation refer to the current refereiice standard
�uhlished at the tit�ae ot�the latest re��isinn date logged at the cnd n��this
specificatinn, unless a date is s�e�iticaliy cited.
2. American Iron and Steel Institute {AISf}.
3. llmerican Snciety ofMechanical Engineers (ASME}:
a. P�C-1-2012 Guidelines fnr Pressu�-e Bnuxrdary 13nited Flange Joint �lssembly.
4. American 5aciety of Testing and Materials (ASTM}:
a. A 193, Standard 5�e�iticatinn fnr lllloy-Steel az�d Stainless Stcc] Bniting far
Higl� Temperahzre nr High Pressure Ser�ice and [7tl�e�- Special Purpnse
AppIi�ations.
b. A194, Stanciard Spe�iCicatian for C:arboa� anc� Alloy Steel Nuts for E3alts for
Hi�h Pressure ar 1ligh Temperaiure Service, �r 13oth.
c. A242, Scandard Speci�ication for I-ii�h-Strength Low-Allay C:arban Structural
Steel
d. B l 17, 5alt S�ray Testing
e. P435, Standard 5pecificaiion for �-lar�iened Steel Washers
S. American Water VVnrks Assnciatinn (�WWA}:
a. C111iR21.] l, Rubher-Gasket .ioints fnr Iluctile-Irnn Pressure Pipe and
Fittings.
b. C2U�', Steel Pipe F�langes far Waterworks 5er�vice — Sizes � ln. Through 144 In.
[ 1 CiU mm Throiigh 3.bUU mm}.
c. C��O, Tnstallation nf� Ductile-Irnn Mains and Their Appurtenaz��es.
d. M 1], Steel Pipe.
e. M41, Ductile-Iroi� Pipe and Fitiin�;s.
b. Fastener []uality Act {F[]A)
a. Puh] i� Law 1[]f -34 {P.L. 106-34}
7. NSf� lnternaiional (NSF}:
a. 61, llrinking Water System C:omponents - Health Effects.
8. Snciety for Prnte�ti�e Coating (SSP�) Surface Preparatinn Standards [SP}:
a. 5P?, Hand Taol C'leaning
b. SP3, Power T'ool C:leanin�
1.4 ADMINISTRATiVE RE�UIREMEI�TS [NQT C�SED�
1.5 S[]SMITTALS
A. 5ubmittals shall be in accordance with Sectioii O1 33 flCl.
B. All submittals shull be appro�ed by the C:ity prior ta deli�ery andl'or fabricatian for
specials.
1.6 ACTIDN SL]SMiTTALS 1 INFORMATIDIVAia S[TBV[�TTAI�S
A. Prnduct Data
1. Bolts and nuts for mechanical and ur flange joints
2. Gaskets
B. Certificates
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
33 l l i}i - 3
B[:)LTS. N[]Tti. ANU CrA5KGT5
P:�ge 3 of 7
1. Furnish an affidavit certifyi3�g that al� fasteners, exctudin� T-Qalts, shall conForm to
[he Fastener Quality Aci [FC?A) (P.L. IU6-34).
2. Furnish an a�'tida�•it certifying that the Xylan Cnating is mam�fa�t�ired by Whittord
C'arporatioi�, or a Whitfard C�rporation certified Appficatar.
1.7 CI,QS�:QUT SUBMITTALS [N�T i]SE�J
l.8 MAI�iTENANCE 1VI�'�TERIA.L Sirg1VIITTALS [�iOT USED]
1.9 QUALITY ASSURAI�CE
A. C7ualifications
]. Manufacturers
a. Fastener mat�ufacturing operatinns (bolts, nuts, gaskets and cnatings} shall be
perfarmed under tt�e cantral of the manufacturer.
b. All �askets shall meet or exceed the latest re�•isions NSF 61 and shall meet or
exceed the r�:quir�n�ents of tl�i� Speciti�atinr�.
B. Preconstruction Testin�
1. Ti�e City may, at its awf� �ost, subject random �ttings for destructive te5ting by an
independent lalanratnry fvr �nmplian�e lvitll this S�e�itication.
a. The compliance test shall he per['n�ined in the []nited States.
b. Any visible r�efects or Failure to meet the quality standards herein will be
grounds Lor reje�iin� the entire order.
1.I0 DELIVERY, STQRAGE, AND HA�TDLIIVG
A. 5torage and �Iandlin� Requirements
1. Secure and maintain a locatian to store the maierial in accord�n�e witl� Section U1
FG D�.
1.�1 FIEI,D [SITE] CUNDIT���S [N�T USED]
1.�2 WARRr1l�TY [N�T LiSED]
PART 2 - PRQD[]CTS
2.l DWNER-FURN�SHED [nx] DWI�ER-SUFPLIED PR�DLTCTS [NnT USED]
Z.Z �.QC,]lP1�ZE�IT, PR011[]CT TYPES AND 1�7A7'ERIALS
A. Manufa�tu�-ers
1. [)nly the r�ianufacturers as Iisted nn the City's St�sndard Products List will be
tunsiciered as shor��n ii� Seciioi� U 1 GU UC3.
a. The trsanufacturer mt�st co�nply with this Specificatian and relatcd Sectinns.
2. Any product thai is not listed on tf�e Standard Produc:ts List is ec���sidereci a
substitution and shall be submitted in actardan�e with Sec#ion U1 25 Od.
B. Re�uiatary Rec�uiremen[s
1. All Fasteners, excluding T-]3olls, shaIl conform ta the Fastei�er [�uality Act [F'[]A}
{P.L. ] OG-34]. A.11 fasteners shall meet the snarking require�nents set fnrth hy this
n.�t.
C'1"fY [)F F[)RT' Gi'()It1'H ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
33 l l {}i - 4
B[:)LTS. N[]Tti. ANU CrA5KGT5
P:�ge 4 of 7
C. T-Bo�ts and Nuts
1. Standard Xyfan Cnated T-hnit and Nut
a. High str�ngtl�, cnn-nsinn-resistant, low-carbnn weathcring steel ira ac�nrdan�c
�vith AWWA!ANSI C 1 I 11A21.11 and AS'fM A24?
b. Xylan C'aating i�� accorda��ce with t��is 5ectian
2. Stainless Steel T-balt wit�� Xylan L'aateci Stainless Steel Nut
a. 5tainless 5teel T-holt and N�it in accordan�e with f1ISI 304.
b. Cnat nut witk� �ylan in accnrdance with this Sectinn.
D. Flange F3nits aild Nuts
1. Stainl�ss Steel Bolt and Xylan Coated Nut
a. Meet reyuireinents of AWWA C'2U7
b. I3olts: ASTM A193, Grade �3�, Class 1(A[SI 3C14 Stainless Steel, carbide
sotuiion treated}
c. Nuts and Washers: �1STM A194, Grade � Nuts with .A.ISi 304 Stainless Steel
Washers
1} Coat nut with Xylan in accordance with this Section.
F. Threaded Rods
1. Meet requiremeiits of AWWA C207
?. Rods: ASTM A193, Grade S8, Class l(11TSI 3�4 5tasnless St�e1, carlaide snl�ation
[reated)
3. Nuts ai�d Washers: AS?M A194, Grade 8 Nuts with AISI 3U4 Stainless Stee�
Waslters
a. Coar nut ��ith Xylan sn accordance witl� t11is Section.
F. Push-on {�askets
].. Can�nrrraing tn the pllysical and tnarking requirements speci#ied in ANSI111WWA
C I 11,�A? 1.11.
2. All gaskets shalI �neet Qr ex�eed tl�e latest revisinns NSF G l..
3. 12ubber �;askets shall be n�ade of �ulcanized styrene butadiene rubber 5dk, untess
otherwise specified in Urawin�s.
4. Gaskets shalI be f�'ee fratr� pnrnus areas, fn�'eign naaterial and nther defects that
make tl�em untit far it�tended use,
5. Graskets shalI be ihe si�e and sl�ape reyuired to prar�ide an adeyuate compressive
force against ihe plain em� and socket after assembly to affect a positi�'e seal u��der
all cnmhinatinns nf' jnint and gasket to�erances.
G. Mechanical Joint Graskets
1. �'�n�nrrr�ing tn t�se �hysi�a] and n�arking rec�uirements specitied in ANSI!AWWA
Cf 111A�1.11.
2. All �,askets sha11 meet ar exc:eed the latest revisi�ns NSF 61.
3. Ruhber �askets shal l he ix�ade of vul�an i7ed styrene butadiene ruh�rer SF3R, unless
atherwise specified in llrawin�s.
4. Gaskets shall be tree from �ornus areas, fnreign material and ather defects that
make tl�em �m�it far intended use.
H. I'lange Craskets
1. Class E Fianges
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
33 l l {}5 - j
B[:)LTS. N[]Tti. ANU CrA5KGT5
P:�ge � of 7
a. Pull face
b. Manufactured true to shape fr�n� minimum 8d durameter Sf3I� rL�bber stock of a
thickness not less ll�an 11$ inch
c. Virgin stock
d. Cnnforming to t}ie physical and test requirements spe�ified iri AWWAiE1,NSI
C1111A21.11
e. AIl �askets shall fneet ar exceed the latest re�isions NSF 51.
f. Finished gaskets shall ha�c holes }�u�iched by the mamifacturer and shall match
the #]a�ge patt�rn in every res�e�t.
g. Prayed cut e�iges are not acceptable.
h. F� ie�d cut sheet �*askets are nr�i a�ceptaUle.
Hydrocarbnn R�sista�lt Gaskets
1. Furnish Viton��� (F�uarocarbon) Rubber, hydr�cf.u�l��n resistant �askets, �°hen
required.
J. I'lan�e Isolatian Kits
1. FIanges which are required by the Drawings to be Isolatinn F�anges shall cnnfna-�xi
to 5ectian 33 [�4 lU.
2. For bolts used wit�� isolation slee��es per Sectic�n 33 U4 1 Cl, threa�iing must extend to
bnit head with nn grip tn ensure slee�es tit �Srnperly.
K. Petrolatum Tape System
]. Petrnlatum Tape F'rimer: Denso Paste, nr a�prn�ed equal
2. Moldin� and Filler inastic: ❑ensyl Mastic, or appro�ed equal
3. All Purpose Petralatum Tape; Densyl Tape, or appro�ed equal
L. Xylan Coatin�
a. Caat nuts aa�d balts with a ceranuc-fil�ed, baked ctn t7uorocarl�o�� resin, when
required.
b. Coated nuts and bolts shall be pre�ared "near w��ite" �r "white" when caated to
the coaiing manufacturer's re�:om�nended thickness by a cei�itied applicator.
c. Cnating shaI] be nf'Xylan as manufa�t��red by Whitfvrd Cnrpnratinn a��d
applied hy Whitf.'ord C'nrpor�tinn o�� Whittord �or�nration Recnmmendcd
Cnater.
ti. Caatin� shall k�e tree fro�n holidays a�id ciefects.
e. Coatin� thickness shall betwee�i O.UU[}7-inches and a.C1UI2-intlies and shall be
such that the nut tui�s fr�ely on the bolt.
��. Coatit�g shall confnnn to the perf�nnance requirements nf �1STM B] l7, "5alt
Spray Test" anc� shall i��c�ude, if rec�uired, a certificate of confaimance.
2.3 ACCESSORIES (h�T LJSED]
2.4 SQi1RCE QUALITY �:�NTR�L �ND7' LISEU�
PA.RT 3 - EXECUTIUN
3.1 INSTALLERS [NaT USED]
3.2 EXAI�IIN�TIOn [hOT LTSED]
C'I"I'Y []F' P[)R'C' �i'C)It1'H ['[)H[] A��artments
5TAV1)AI�1:] C'[]NS I'[2i;[' 1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-i1l�l
tte�ised Decem�cr ?i}. �{}� �
33 l l {}$ - fi
B[:)LTS. N[]Tti. ANU CrA5KGT5
3.3 PREPARATIDN [N�T USEUj
3.4 [N S7'ALLATIUN
A. Mechanical.Inints
P:�ge 6 of 7
1. Assemble rt�echanical joints in a�cordance with Ai�TSIIAVvWA C11 IIA21.11
Appendix A, AW WA CbUO and AWWA Manual M4l .
2. Use Standarti Xytan Coated T-bolts and Nuts.
a. Stainless Steel T-bolts with Xylan Caated Stainless Steel Nuts sl�all only be
used when specilirally re�uired in the Urawin�s.
I3. I'langed ]oints
1. �nstall i�� accordance with ASME PCC:-1-2U f 2.
2. Use 5tainless Steel F3olts and Xyian Coated N��ts.
3. Wrap all buried steel flanges For AWWA C2UU, C:3C11 ❑r C3U3 pipe with
Petrnlatunn Tape Systeil�.
a. If'nnly ] flat�ge in a_joint is steel (l1WWA �'200, C3�1, vr C3Q3}, petrviattirrA
tape wrapping will be required.
b. If a joint is made between two ductile iron flanges, the joint shauld be
�nlyetl�ylene encased ir� accnrdance with Se�tion 33 11 1 Cl.
4. FIange hn�ts are nnrmaIly s�accd evenly arnund the tlange.
5. buring assembly, tighten n�Yts �radually aa�d ec�ually usin� a three-pass methad in
accnrdance witl� ASMF PCC-]-2D1�.
a. For tlae tirst �ass, tigl�ten the r�uts tn SO �ercent at dia�l�etrically apposite sides
to prevent misalignmen[ anci to ensure that all bolts carry e�ual loacis.
b. F'or the second pass, tighten the nuts to I C1U perce�ti a�ain in a diarrtetrically
np�nsite �rattern.
c. Allow° a minimum �f l hnur t�� pass tn pro�ide ti�ne far settlement bctween
�snits and nuts and gasket relaxation.
d. Coi�iplete the thirci pass by cherkia�� each bolt in a c�ockv��ise pattern. Each nut
should be #igi�tened until it will no longer turn. T��is step cainpensates for
elasti� interaction and brings all holts intn parity.
b. Tl�e threads of the bnFts shc�uld protrude a nunimum af'/�-incl� from the i�uts.
C. Flanged .Toiiats with Isnlatinn Kit
1. �'Ian�e Isolation Kits shall be installed in accordance with Section 33 d4 lU.
Z. �ity will verif'y Isnlatioil in accnrdan�� with Sectioil 33 04 l0.
D. Threaded Izod
]. Install as part nf jnint harness assemhly in accnrdance w�ith AWWA Man«aI M3 ].
2. Space rods e�enly aro�ind the pipe.
3. I7tn-ing assemhly, tightcn mtts gradually and equally using a three-pass methnd in
accnt�dance w�itli f15MF PC'C- I-2D ] Z.
a. For the tirst pass, tighten the nuts tv SD }�ercent at diatnetrically o}��nsite sides
ta pre�°eni miyalignment and to ensure iha[ all bolis carry eyual loads.
b. Por the second pass, tighten the nuts to lt]U perceni again in a diametrically
op�nsire �attern.
4. T1�e threads �f the bolts should protrude a minimum r�f Y�-inch from the nuts.
C'1"fY [)F F[)RT WC)[�TH ['[)I-I[.] A�artments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPE;C'ITICA"fT[:7N p[:7C'[1�ti4C�lTS [YRC'I9-iTl�l
tte�ised Decem�cr ?i}. �{}� �
33 l l i}i - 7
B[:)LTS. N[]Tti. ANU CrA5KGT5
P:��e ? of 7
5. Wrap joint hair�ess asse�nbly with Yetrolatum Tape System.
F. Petrnlatutn Tape System
1. Surfaces sl�ould be free frorn dirt, loase rust, scale �r flaking coatings.
a. C.lean surfaces in accordance with SSPC SI'2 or SSPC SP3.
l) Higl� pressure �rash nf 3,fl00 tn 7,000 psi is alsn suita�le.
h. Surfaces may lae dan�p but sl�ali nnt have drnplets nz� contim�nus film nf�water.
2. Apply a uniFarm, tliin coat oF Petrolatum Tape Primer to the entire sL�rface by siiff
brush, gIo�°ed hant� or rag ai narmal ambient temperatures.
3. �3y fianc3 applirution, apply Moldii�� and Piller Mastic to a rounded con��*uratian to
fill irregtalar shapes and reduce sharp-edged surfaces.
4. Spirally wra� All Pur�ase Petrnlatum Tape with a n�inimurn n�erlap nf 1 in�h.
a. Fnr se�erely corrosi�e en��irnnments, an n��erla� nf SS percent is recoinn�ended.
b. Press air pn�kets nut and sinoath aIl lap seazns.
S. Fnr additinnal mechanical pr�te�tion, n�en�rap �nay be a}��lied to in�rease impact
strengt� and electrical resistan�e.
3.5 REPAIR I RESTDiL�TIQN [1�QT USEDJ
3.fi RE-IVSTALI.AT[nN [N�T USED]
3.7 FIELD �n�t] S�TE QLIr�,I,�TY C�NTRdL [N�T tiSEO]
3.$ SY5TEl1� STARTUP [1�QT USFD]
3.9 ADJUS7'I1�G [NQT [JSEDj
3.10 CLEA:'V�IIlG [N�T CJSED]
3.11 CLUSEQUT ACTIVITIES [wOT USED]
3.12 PRCITECTIQN �NQT USED�
3.13 M17AINTENANCE ['�0'I' U5�:1]]
3.14 ATTACHMENTS [��T USED]
END OF SECTION
T�e�-isinn I.o�
D1lTE NAML SU�iMILRY DF CI-IANGE
Cl'fY [)F F[)RT WC)RTH ['[:7I-I[] A�artments
STAvi]AI21:]['[]NSTfti;['1'TC]N SPECTFIC'A"fTc:�N fa[:]CUA7ENT5 f3�RC'19-i}lal
t�e�ised DeccmUcr �{}. �{}��
34 41 20 - 1
ROADWAY ILLUMINATION ASSEMBLIES
Page 1 of 12
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
SECTION 34 41 20
ROADWAY ILLUMINATION ASSEMBLIES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Roadway illumination assemblies
2. Roadway illumination foundations
3. Removal of roadway illumination assemblies
4. Relocation of roadway illumination assemblies
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 03 30 00 – Cast-in-Place Concrete
4. Section 33 05 10 – Utility Trench Excavation, Embedment and Backfill
5. Section 33 05 30 – Location of Existing Utilities
6. Section 34 41 10 – Traffic Signals
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Roadway Illumination Assemblies
a. Measurement
1) Measurement for this Item shall be per each Roadway Illumination
Assembly installed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each “Rdwy Illum Assmbly”
installed for:
a) Various types
c. The price bid shall include:
1) Furnishing Roadway Illumination Assembly, if required
2) Assembling and installing each Roadway Illumination Assembly
3) Poles
4) Arms
5) Anchor bolts
6) Fixtures
7) Internal electrical conductors
8) Connection and mounting hardware
9) Bases
10) Lamps
34 41 20 - 2
ROADWAY ILLUMINATION ASSEMBLIES
Page 2 of 12
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
11) Preparing submittals
12) Exploratory excavation (as needed)
13) Coordination and notification
14) Assembly and transportation of all items
15) Excavation, hauling, disposal of excess material
16) Protection of the excavation
17) Clean-up
18) Testing
2. Ornamental Illumination Assemblies
a. Measurement
1) Measurement for this Item shall be per each Ornamental Assembly
installed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each “Ornamental Assmbly”
installed for:
a) Various types
c. The price bid shall include:
1) Furnishing Ornamental Illumination Assembly, if required
2) Assembling and installing each Ornamental Assembly
3) Poles
4) Arms
5) Anchor bolts
6) Fixtures
7) Internal electrical conductors
8) Connection and mounting hardware
9) Bases
10) Lamps
11) Preparing submittals
12) Exploratory excavation (as needed)
13) Coordination and notification
14) Assembly and transportation of all items
15) Excavation, hauling, disposal of excess material
16) Protection of the excavation
17) Clean-up
18) Testing
3. Lighting Fixtures
a. When a pay item for Illumination Assembly exists:
1) Measurement
a) This Item is considered subsidiary to Illumination Assembly
installation.
2) Payment
a) The work performed and materials furnished in accordance with this
Item are subsidiary to the unit price bid per each “Rdwy Illum
Assmbly” or “Ornamental Assmbly” bid, and no other compensation
will be allowed.
b. When a pay item for Illumination Assembly does not exist:
1) Measurement
a) Measurement for this Item shall be per each Lighting Fixture installed.
34 41 20 - 3
ROADWAY ILLUMINATION ASSEMBLIES
Page 3 of 12
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
2) Payment
a) The work performed and materials furnished in accordance with this
Item shall be paid for at the unit price bid per each “Lighting Fixture”
installed for:
(1) Various types
(2) Various power
3) The price bid shall include:
a) Furnishing Lighting Fixture, if required
b) Assembling Lighting Fixture
c) Wiring connections
d) Disposal of any unused or replaced materials
e) Clean-up
4. Roadway Illumination Foundations
a. Measurement
1) Measurement for this Item shall be per each Roadway Illumination
Foundation installed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each “Rdwy Illum Foundation”
installed for:
a) Various types
c. The price bid shall include:
1) Installing each Roadway Illumination Foundation
2) Reinforcing steel
3) Exploratory excavation (as needed)
4) Grounding rods
5) Coordination and notification
6) Excavation, hauling, disposal of excess material
7) Protection of the excavation
8) Clean-up
9) Testing
5. Contact Enclosure
a. Measurement
1) Measurement for this Item shall be per each Contact Enclosure installed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each “Contact Enclosure” installed
for:
a) Various mounting methods
c. The price bid shall include:
1) Furnishing and installing Contact Enclosure
2) Mounting materials
3) Clean-up
6. Furnishing and Installing Wood Light Pole
a. Measurement
1) Measurement for this Item shall be per each 40’ Wood Light Pole furnished
and installed.
b. Payment
34 41 20 - 4
ROADWAY ILLUMINATION ASSEMBLIES
Page 4 of 12
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each “Furnish/Install 40’ Wood
Light Pole”.
c. The price bid shall include:
1) Excavation
2) Furnishing and installing each 40’ Wood Light Pole
3) Furnishing, placement and compaction of backfill
4) Clean-up
7. Furnishing and Installing Wood Light Pole Arm
a. Measurement
1) Measurement for this Item shall be per each 8’ Wood Light Pole Arm
furnished and installed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each “Furnish/Install 8’ Wood
Light Pole Arm”.
c. The price bid shall include:
1) Furnishing and installing each 8’ Wood Light Pole Arm
2) Clean-up
8. Aluminum Electrical Conductors
a. Measurement
1) Measurement for this Item shall be per linear foot of Aluminum Electrical
Conductor installed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per linear foot of “Alum Elec Conductor” installed for:
a) Various Sizes
c. The price bid shall include:
1) Furnishing and installing Aluminum Electrical Conductor
2) Testing
9. Conductor Reconnection
a. Measurement
1) Measurement for this Item shall be per each conductor reconnected.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each “Reconnect Conductor”.
c. The price bid shall include:
1) Reconnection of conductors using City approved method
2) Testing of connection
10. Street Light Pole Removal and Salvage
a. Measurement
1) Measurement for this Item shall be per each Street Light removed and
salvaged.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each “Salvage Street Light Pole”
performed.
c. The price bid shall include:
34 41 20 - 5
ROADWAY ILLUMINATION ASSEMBLIES
Page 5 of 12
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
1) Removal and salvage of Street Light Pole
2) Maintain existing street light circuit including new ground box and
reconnection of circuits (if required by City)
3) Removal of existing street light pole foundation 2’ below grade, back fill
with like surrounding material
4) Delivery of salvaged materials to appropriate location
5) Clean-up
11. Street Light Pole Relocation
a. Measurement
1) Measurement for this Item shall be per each Street Light Pole removed and
salvaged.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each “Relocate Street Light Pole”
performed.
c. The price bid shall include:
1) Removal and salvage of Street Light Pole
2) Delivery of salvaged materials to appropriate location
3) Replacement of pole to new location
4) Furnishing, placement and compaction of backfill material
5) Clean-up
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. National Electric Code (NEC)
3. Texas State Law, Article 1426C
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify City at (817) 392-7738 a minimum of 7 days before beginning Work on the
Project.
2. Notify Inspector prior to pouring roadway illumination assembly foundations.
3. Coordinate with Traffic Services Inspector for pole types, template dimensions and
anchor bolts, and any questions about installing the foundations and conduit.
4. For location of City underground street luminaire cable and conduit call (817) 392-
7738 or (817) 392-8100.
5. Obtain and pay for all permits as required to Work in parkway.
B. Preinstallation Meetings
1. Attend pre-construction meeting.
1.5 SUBMITTALS
A. Shop Drawings will be required for each Illumination Assembly and shall include:
1. Material Data
34 41 20 - 6
ROADWAY ILLUMINATION ASSEMBLIES
Page 6 of 12
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
2. Pole dimensions and data
3. Luminaire arm dimensions and data
4. Attachment details
5. Fixtures
6. Base details
7. Anchor bolt data
8. Wall thickness
9. Permissible loading and allowable stress
B. Product Data submittals shall be in accordance with Section 01 33 00.
C. All submittals shall be approved by the Engineer or the City prior to delivery and/or
fabrication for specials.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Product Data Sheets
1. Submit product data sheets for roadway illumination assemblies to City for
approval prior to ordering materials.
1.7 CLOSEOUT SUBMITTALS
A. Warranty Documentation
1. Provide manufacturer warranty information to the City.
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Parts shall be properly protected so that no damage or deterioration occurs during a
prolonged delay from the time of shipment until installation.
2. Exposed anchor bolts shall be protected until pole shaft is installed.
3. Prevent plastic and similar brittle items from being exposed to direct sunlight and
extremes in temperature.
4. The Contractor shall secure and maintain a location to store the material in
accordance with Section 01 50 00.
B. Delivery and Acceptance
1. Contactor and Inspector shall visually inspect roadway illumination assemblies
after removal to determine the condition of the hardware.
2. Contractor shall protect all salvable material during transport to City specified
storage facility.
3. Delivered material must be in the same condition after removal, as agreed upon by
Contractor and Inspector after removal.
34 41 20 - 7
ROADWAY ILLUMINATION ASSEMBLIES
Page 7 of 12
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY
A. Manufacturer Warranty
1. Manufacturer’s warranty shall be in accordance with Division 1.
PART 2 - PRODUCTS
2.1 PRODUCTS TO BE PURCHASED FROM THE CITY
A. Refer to Drawings and Contract Documents to determine if any Items are to be
purchased from the City and installed by the Contractor.
B. Items eligible for purchase from the City include:
1. Roadway Illumination poles
2. Contactors
2.2 ASSEMBLIES, EQUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Manufacturers
1. Only the manufacturers as listed in the City’s Standard Products List will be
considered as shown in Section 01 60 00.
a. The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section 01 25 00.
B. Description
1. Regulatory Requirements
a. All Work related to the installation of roadway illumination assemblies shall be
in compliance with the National Electric Code (NEC).
2. Roadway Illumination Assemblies
a. Poles, arms, light fixtures and lamps shall conform to City Standard Details.
b. Ornamental Assemblies
1) Refer to Drawings for ornamental pole specifications.
c. Lighting Fixtures
1) Refer to Drawings for lighting fixture specifications.
d. Foundations
1) Concrete shall conform to Section 03 30 00.
e. Wood Light Poles
1) Wood Poles for electrical service shall be ANSI Class 5 treated timber.
a) For other applications, Class 2 treated timber is allowed.
2) All treated wood poles shall be free from pith holes.
a) Trimmed scars are allowable up to a depth of 2-inches in poles up to 10
inches in diameter.
b) Scars 1/5 of the pole diameter at the scar location will be allowable for
wood poles larger than 10-inches.
3) Wood poles shall not deviate from straight more than 1 inch in 10 feet of
length.
a) Only a single sweep shall be permitted.
34 41 20 - 8
ROADWAY ILLUMINATION ASSEMBLIES
Page 8 of 12
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
b) A straight line adjoining the midpoint of the pole at the butt with the
midpoint of the pole at the top shall not at any intermediate pass
through the external surface of the pole.
c) Only a single twist of spiral grain will be permitted.
4) Butt slivering due to felling shall be permitted if the distance from the
outside circumference is not less than ¼ inch and the height is not more
than 1 foot.
5) Timber shall be treated for preservation in accordance with AWPA C4
pressure treatment methods.
a) The poles shall have the minimum net retention of preservative
treatment shown in the following table:
Treatment
Minimum Retention
(pounds per cubic foot)
Creosote 9.0
Pentachlorophenol 0.45
ACA/CCA 0.6
6) Pole Markings
7) All markings shall be in accordance with the following table:
a) The bottom brand shall be placed squarely on the face of each pole 10
feet from the butt.
Marking Description of Marking
PTC Supplier’s code or trademark (ie. Pole Treating
Company)
F-01 Plant location and year of treatment (ie. Forestville,
2001)
SPC Species and preservative code (ie. southern pine,
creosote)
5-35 Class-length (ie. Class 5, 35-foot pole)
8) A treatment certification will be required with each shipment of treated
timber poles including:
a) Name of treatment company
b) Location of treatment plant
c) Applicable product standard (AWPA C4)
d) Charge number
e) Date of treatment
f) Contents of charges (poles)
g) Preservative treatment
h) Measured preservative retention values
f. Wood Light Pole Arms
1) Refer to City Standard Detail Drawings for light pole arm specifications.
g. Aluminum Electrical Conductors
1) Refer to Drawings for conductor sizes
2) Use stranded insulated conductors that are rated for 600 volts
3) Approved for wet locations
4) Marked in accordance with UL, NEC, and CSA requirements
3. Roadway illumination pole foundations
a. Foundations shall be Class C (3000 PSI) concrete.
34 41 20 - 9
ROADWAY ILLUMINATION ASSEMBLIES
Page 9 of 12
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
1) Refer to Section 03 30 00.
b. Foundation shall be 24 or 30 inches in diameter unless shown otherwise in the
Drawings.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL
A. Tests and Inspections
1. Notify the Traffic Services Division Inspector 24 hours in advance (between 8:00
am and 5:00 pm) of all concrete pours at (817) 392-7738.
a. Inspector must be present when concrete is placed on the Project Site.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification of Conditions
1. Contractor shall verify by exploratory excavation, if needed, that existing
underground utilities are not in conflict with proposed foundations.
a. All exploratory excavation shall conform to Section 33 05 30.
2. Contractor shall contact the following entities at least 48 hours in advance of
excavation:
a. DIG TESS
b. City of Fort Worth Water Department
c. City of Fort Worth T/PW Department
3. No additional payment will be made for relocation of any foundations or conduit
due to location of existing utilities.
4. The Engineer may shift an assembly’s location, if necessary, to avoid conflict with
utilities.
3.2 PREPARATION
A. Protection of In-Place Conditions
1. Contractor shall be responsible for the following at no additional cost to the City:
a. Prevent any property damage to property owner's poles, fences, shrubs,
mailboxes, etc. Any damaged property will be restored as directed by
Engineer.
b. Adjust and repair any existing landscaping and the sprinkler systems as directed
by the Engineer to allow for the placement of all roadway illumination
equipment. This shall be done in a manner equal to or better than the areas
adjacent to the damaged areas.
c. Provide access to all driveways during construction, unless authorized by the
inspector.
d. Protect all underground and overhead utilities and repair any damages.
3.3 INSTALLATION
A. Foundations
34 41 20 - 10
ROADWAY ILLUMINATION ASSEMBLIES
Page 10 of 12
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
1. Dimensions shown on Drawings for locations of street light foundations, conduit
and other items may be varied to meet local conditions; subject to approval of
Engineer.
2. Foundation piers shall be drilled plumb.
3. The top of foundation shall be poured level.
4. The top 3 inches of the exposed pier (height) above finished grade shall have the
sonotube removed.
5. Anchor bolts shall extend above the top of the foundation concrete as shown on
Anchor Bolt Detail.
6. Anchor bolts, ground rod, reinforcing, and conduit shall be in place before pouring
concrete in pier foundations.
7. Pier foundations shall have 1 continuous concrete pour.
8. Foundations shall have a chamfered edge (beveled) at the top.
9. Top of foundation shall be 3 inches above the finished grade unless shown different
on Drawings.
10. Foundations in medians shall be placed in the center of the median between the 2
curbs.
11. Foundations shall not be drilled within 3 feet of a water line or fire hydrant.
12. In residential areas foundations shall be placed in the street right of way (R.O.W.)
in line with the property line between lots and at the break of the radius point of the
street curb at street intersections.
13. Foundations shall not be placed in sidewalks (or location of future sidewalks) or
sidewalk ramps.
14. No street light poles shall be placed on foundations prior to 7 days following
pouring of concrete.
B. Roadway Illumination Assemblies
1. Roadway Illumination Assemblies
a. Use established industry and utility safety practices when installing poles
located near overhead or underground utilities. Consult with the appropriate
utility company before beginning work.
b. Prevent scarring or marring of poles, mast arm, and fixtures.
c. Stake, install, and align each assembly as shown on the plans.
d. Do not use screw-in type foundations.
e. Install anchor bolts and coat anchor bolt threads.
f. Erect structures after foundation has attained its design strength as required in
Section 03 30 00.
g. Tighten anchor bolts for poles with shoe bases.
h. Do not place grout between base plate and foundation.
i. Test installed roadway illumination assembly with City inspector present.
2. Wood Light Pole
a. All light pole installations should be coordinated with all appropriate utility
companies prior to Work beginning.
b. Drill holes for setting poles shall be a minimum of 1.5 diameters of the pole
butt.
c. Poles shall be set plumb, unless otherwise specified on the Drawings.
34 41 20 - 11
ROADWAY ILLUMINATION ASSEMBLIES
Page 11 of 12
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
d. Unless otherwise shown in Drawings, poles should be set to the minimum
depths shown in the following table:
Pole Length
(feet)
Minimum Setting Depth
(feet)
≤ 25 4.5
26-30 5.0
31-35 5.5
36-40 6.0
41-45 6.5
46-50 7.0
e. Backfill the hole around the pole thoroughly by tamping 6-inch lifts of backfill
material until reaching natural grade.
1) Once grade is met, apply a last 6-inch lift in a cone shape around the pole to
allow for settling.
2) Backfill in accordance to Section 33 05 10.
f. Repair and clean-up surrounding area to a condition that is equal to or better
than its condition prior to installation.
3.4 REPAIR / RESTORATION [NOT USED]
3.5 RELOCATION AND REMOVAL
A. Relocation
1. Disconnect and remove conductors from abandoned circuits.
2. Remove abandoned circuit or ducts to a point 6 inches below final grade.
3. Reconnect conduit, ducts, conductors to be reused.
4. Replace damaged conduit, ducts, and conductors.
5. Do not use screw-in type foundations.
6. Install existing structures on new foundations.
7. Do not place grout between base plate and foundation.
8. Furnish and install new internal conductors, fused and unfused connectors, and
fixtures.
9. Test installed roadway illumination assembly with City inspector present
10. Accept ownership of unsalvageable materials and dispose of in accordance with
federal, state, and local regulations.
B. Removal
1. Remove roadway illumination assembly components in accordance with
established industry and utility safety practices.
2. Remove transformer bases from transformer base poles.
3. Remove luminaires and mast arms from the pole shaft.
4. Stockpile pole shafts, mast arms, and assembly hardware at a location designated
by the City.
5. Pole shafts, mast arms, and assembly hardware will remain City property unless
otherwise shown on the plans or directed.
6. Disconnect and remove conductors from abandoned circuits.
34 41 20 - 12
ROADWAY ILLUMINATION ASSEMBLIES
Page 12 of 12
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
7. Remove abandoned conduit and ducts to a point 6 inches below final grade.
8. Destroy existing transformer bases to prevent reuse.
9. Remove abandoned concrete foundations to a point 2 ft. below final grade.
10. Backfill the hole with material that is equal in composition and density to the
surrounding area.
11. Replace surfacing material with similar material to an equivalent condition.
12. Accept ownership of unsalvageable materials and dispose of in accordance with
federal, state, and local regulations.
3.6 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.7 SYSTEM STARTUP [NOT USED]
3.8 ADJUSTING [NOT USED]
3.9 CLEANING
A. Contractor shall clean up and remove all loose material resulting from construction
operations.
3.10 CLOSEOUT ACTIVITIES [NOT USED]
3.11 PROTECTION [NOT USED]
3.12 MAINTENANCE [NOT USED]
3.13 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
34 4I 3D - l
ALUMI�I[]M 51C�N5 ANI] SI[.�N P[)51'S
P:�ge I of 9
sECT�vN �a a� �o
ALi1MINUM 5I[rN5 ANU SIVN PUSTS
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian Iz}cludes:
1. Aluminum signs installed c�n mast arins, signal p�les, or steel posts.
B. De�iations irom this City of l�ort Worth Standarcl Speciiication
1. None.
C. Relateti Specitication Sectioi�s include, but are not ��ecessarily limited to:
].. Di�•isinn 0- Siddii�g Requirements, Cncltract Forms and Cas�ditions of t}ie Cnntract
2. Di�ision 1- General Reytiirements
1.Z PRICE AND PAYMENT PRDCE�iJRES
A. Meas�rement and Payment
1. Furnishing and Installin� Mast Arrn c�r Sig�al Pole Mounteci AIuminuin 5i�,�ns
a. Measure�nent
1} Measurement for this Item sha11 be per each si�rn installed.
b. Payment
1} The �=nrk �rerf'or�ned and �naterials furnished in accnrdance witl� this Item
shall be paid for at t11e unit price bid per each "Furnishllnstall F1lum 5ign
Nlast Ann Mount" installed f�r:
a} Various types
c. The price hid sl�all i��clude:
1} Fahricatin� the altnninum si�n
?} 'I"reatment of si��i panels rec�uirec� befare application of back�,�round
materials
3) Appli�atinn nt�th4 hackgrnund iitaterials and ir�essages tn td�e sign �anels
4) Furnishing and fahricatsng tiam�s, w=indbeams, stiffeners, nr required joint
hacking stz-ips
5} Furnisliin� bolls, rivets, screws, fasteners, �lamps, brackets, and si�n
suppart connectians
fi} Assembliiig and erectin�; the sig�is
7) Preparing and �leaning the sigt�s
2. Installin� Mast Arm or SignallStreet Li�ht Pole Mounted Aliiminum Si�iis
a. Measure�nent
]) Measurement f'or this Item shal] be per each sign installed.
b. Payment
1) The �=nrk �erfor�ned and tnaterials fiirnished in accnrdance witl� this Item
shall be paid for at the unit price bid for each "Install Aluzn Sign Mast Arm
Maunt" instalFed.
c. The price hid shall include:
l) Installit�g ea�h Aluminum Sign
C'1"fY [)F F[:)RT WC)[�TH C(]H(] Apa�tments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPEC:IFfC'A"fTC7N D[:]CUA9ENT5 IP�t('l�J-Ill�1
tte�ised No��eiiaher 1?. ?Ut3
34 4l 3�) - 2
ALUMI�I[]M 51C�N5 ANI] SI[.�N P()51'S
P:�ge 2 of 9
?} Furnishin�; and fabricating frames, windUeams, stiffeners, ar reyttired jc�int
backin� strips
3} I'�xrnishin� bolts, rir�ets, screws, fasieners, clainps, brackets, and si�n
support cc�mlections
4) A.ssemlalitt� and ere�ting the signs
5} Preparin� and cleanin� the si�ns
3. Funlishing and Installing Ground �Inunted I'�]�iz�im�m Sign and Posi Assemblies
a. M.easurement
]} Meas�trennent �nr this Item shall be per each assembly tu�7�ist�ed atld
installed.
b. Payn�e�it
1} The wc�rk perfc�rmecl and niaterials Furnished ii� accordance with this Item
shall be paid for at i}ie unit price bid for each "Furnishllnstall Alum Sign
Gr�und Mount" installed for:
a} Various types
c. The price bid sh�tll include:
] ) Fabrication af�signs and �nsts
2) Treatment of� sign panels required b�fore appli�atinn nf hackg�'nund
tT�aterials
3} Applicatio�� «f ti�e backgro�Ynd materials and messages to the sign panels
4} 5�hedLiling utility line locates
5) Furnishing and fahricating trames, w=indbeams, stiffeners, �r required jaint
l�acking stri}�s
6} Purnishin�� bolis, ri�ets, scre�vs, Fasleners, clainps, brackets. and si�rn
support connections
7} �lsscmblin� and erecting tl�e signs and pnsts
8} Preparit�g and �leaning the signs
4. Installin� Grounci Mounted Aluminum Si�n a��d Post Assemblies
a. MeaSureFnent
l j Measure�nent fnr this Item shal] be per each assemhly snstalled.
b. Paytnent
1} The wark perfarmed and inaterials furnisl�ed in accordan�e with this liem
shall be paid for at ihe unit price bici f�r ea�h "InstaLl Alum Si�n Ground
Mount" ins#alled.
c. The }�rice bid sl�all include:
] ) Scl�eduling �atility line lncates
2) Assembling and er�cting the signs and pnsts
3} Preparing and cleanin� ihe signs
5. Furnishing and I.nstalling .11.luminum Sigi�s Mounted nn Existsng Poles
a. Measurement
1} Measuremeni for tf�is Item shall be per each si��� furnis�ed and installed.
b. Payment
1} The wark perfonneci and rnaterials furnished i�� accordance wiih this Item
shall be paid fQr at the unit price bid per each "Furrsishlinstall Alum Sign
Ex. Pale Mount" furnished and installed.
c. I'he price bid shall in�lutie:
1} I� urnishin�; and installiug the alu�ninum sign
2} �� urnishin� and fabricating frames, windbeams, stiffeners, or reqtiired j oini
hacking strips
C'1"fY [)F F[:)RT WC)[�TH C(]H(] Apa�tments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPEC:IFfC'A"fTC7N D[:]CUA9ENT5 IP�t('l�J-Ill�1
tte�ised No��eiiaher 1?. ?Ut3
34 4I 3D - 3
ALUMI�I[]M 51C�N5 ANI] SI[.�N P[)51'S
3} Furnishin�; bolts, rivets, screws, fasteners, clamps, brackets, and si�,rn
suppari connections
4} Asse�n6lin� and erectin� the sig�ls
5} Preparing and �leaning the signs
b. Installing Aluaninuin Signs Mounied on Lxistin� Poles
a. Measurement
P:�ge 3 of 9
l) Measurement f.'or this Item shalI he per each sigal installed.
b. Payn3ent
]} The �=n�-k pertormed and materials f'urnish�d in accnrdance witl� this Item
shall be paid far at the unit price bid per each "Iiistall Alum Si��� l:x. 1'ole
Mouni" installed.
c. �T'he price bid sh�ill in�lutie:
] J Fabricatiz�g tl�e aluminum sign
2) Furnishit�g and fahricating trames, windbeams, stitfeners, nr required joint
ba�kia�� strips
3} 1 i1I111Si1iIla bO1lS, rivets, screws, fasteners, clamps, 6rackets, and si�,m
su�port cc�n�lect�vns
4J Assemblin� and er�cting the signs
5} Preparing and �leaning the signs
7. Removal of' Signs
a. Measurement
1 J Meas�irement fnr this Item shall he per each sign panel r�iria��ed, each sign
panel and post remo��ed, and each si��� panel and post remo�°ed and
reinstalled.
b. Payment
l) The w=ork perf'ormed and �naterials furnished in accnrdancc with this Item
shall be paid for at the unit price bid per each `'Remo�e Sign" for:
a) Various types
b) Various conC�uratic�ns
c. The price bid shall ii�clud�:
]) Remn�al ❑f sign panel aald pnst
2} Remo�al of sign panel
3} Backfill
4} Lxravation
5} Retu�7�ing nzat�rials to the City as specitied in the plans
6) C'leaning sign �aanel if sign is tn be reinstalled
l.3 REFERE]lCES
A. Reference Standards
].. Reference standards cited in this Specitication refer tn the cu�-rent refer�nce
standard published at the tin�e o��the Iatest revisina� date ingged at the end of this
Spe�iCcatioi�, unless a date is specifically cited.
2. Ainerican Standa�-d Testing Materials (ASTM}
a. ASTM B?�9-[77— "Standard Spe�itication fnr Alumin►��n and AluminuAz�-llllny
Sheet and Plale".
b. ASTM D495b — U9e1 —"Standard 5pecifcation for Retroreflective Sheetin� for
TrafCc Coi�iro�".
C'1"fY [)F F[:)RT' Gi'[.)I{"rH C(]H(] Apa�tments
STAVi]ARl:7 C'ONS I'[2i;["1'TC]N SPEC:IFfC'A"fTC7N D[:]CUA9ENT5 IP�t('l�J-Ill�1
tte�ised No��eiiaher 1?. ?Ut3
34 4I 3D - 4
ALUMI�I[]M 51C�N5 ANI] SI[.�N P[)51'S
P:�ge 4 of 9
c. AS7M A I d 11 i A lfl 11- 10 —"5tand��rci 5pecification for Steel, St�eet and Strip,
I-�ot-IZolled. C:arUon. Sta�uctural. �ii�h-Stren�th Low-Alloy, l�i�h-Stren�,�th Law-
Alloy with lmpraveci I�orin��bility, and Llltra-High Stren�tl�".
d. �1STM S 117-Q9 "Standard Pra�tice �o.r Operating Salt Spray (Fog)
�lpparatus '.
e. AASHTD M 12U-C18 —"Stai�dard Specific�3tion for Zinc".
3. Texas Mamial nn i.Tniform Trat�i� Cnntml Devices
4. Item 644, Small Rnadside Sign Suppnrts and flssembli�s, Texas Department nf
Transportatioii, Sfcrjzclurd Specrfrcc�lrw7.��_fu�� C'uns[��trclir�n cri�cl Mrrrtatcna►tce af
Hi�rh��uvs, ,�rr'eets, c�rrd 13ridges.
l.4 �I]MIN[STHAT.IVE REQi1.IREME]�TS [V�T USEO�
1.5 SllBMITT�A,LS
A. Suhmittals shalI he in accnrdanGe with Se�tion O1 33 O[l.
B. All submittals shal� be a�pm�ed by th� C'ity prior to d�li��ery andior tabri�atinn for
specials.
l.6 ACTIQN SUSM[TTr�LS1INF�RMATI.�NAL SUSIVIITTALS
A. �h�p Drawings
1.. Submit S sets af sign shnp dra��sngs to City Traffic Ser�i�es Departzxaent tor
appro�al pc�ior tn fahrication.
1.7 CLQSE�LIT SLISMiTTALS [NnT USED]
1.8 Mr�1I�iTENANCE 1VIATERIAL Sti SMITTALS [�I�T USED]
l.9 QUA.LITY ASSURAI�CE [NDT L1SED]
1.1� DELiVERY, STORAGE, AND HA��LIIV�
A. Deli�ery and A�ceptance Reyuirements
1. Signs and parts shall be properly protected so that no damage or deterioration
occurs during a prnlonged delay f'rnm the rime n1'shi�xnent until installatinn.
2. T�ie Contractor sha11 secure and maintain a locatian to store the material in
atcordance with 5ection UI 5U UCI.
B. Stnrage and Handling
1. Ship, handle, and store completed sign blanlcs and coinpleted signs so th�t corners,
edges, atid fa�es a�'e nnt datnaged.
?. Damage to the sign face tliat is not �isihle when vie��ed at a distance of SD feet,
ni�;�}i and day, will be acceptable.
3. Replace u»acceptahle signs.
4. Store all finished signs off the brround and in a �erti�al position ui�til ereLted.
S. Store finished signs 6Q inches x CO inches or smaller in a weather�rnaf'building.
G. I.acger signs may he stnred nutside.
C'1"fY [)F F[:)RT' 11'[7[�TH C(]H(] Apa�tments
STAVf]ARl.] C'ONS f[2l;["1'TC]N SPEC:IFfC'A"fTC7N D[:]CUA9ENT5 IP�t('l�J-Ill�1
tte�ised No��eiiaher 1?. ?Ut3
344t 3Q-5
ALUMI�I[]M 51C�N5 ANI] SI[.�N P[)5l'S
P:�ge � of 9
l.il FIEI�D [SITE] CUNDITI��S [NDT USED]
1.I2 WARRAI�TY [NQT liSED]
PART 2 - PRQUL]CTS
2.1 PRODC]CTS TD B� PC]RC���ASED l� R�M THE CITY
A. Refer tn I7rawings and Cantra�t 17n�uz�nents tn determine if any Items are tn bc
p�zrchased f�-nm t�ze City and installed by the Cnntractnr.
B. Ikctns eligihl� fnr pur�hase from tl�� C'ity include:
1. Aluminui�a Signs
Z.2 MATERIALS
A. Manufa�t�F�-ers
].. Dnly the manufacturers as listed in the City's Standard Products I.ist will be
consic�ered as shor�°n ii� Section U 1 GU UCl.
a. T��e manufacturer inust coanply wiih this Specificatio�� anci related Sectic�ns.
2. Any product that is not listed on the Standarci Products List is consi�ered a
sui�stitution and shall be submitted in actardan�e with Section U1 25 OU.
B. Sign b�anks
1. Si�n blanks shall be new, unweatl�ered, millec3, rolled and finislied aluminum alloy
meetin� Specifications for SU52H3� as �uilineri in AS'I'M B 2U9 — 02a.
?. Sign hlanks shall he free of'tauckle, cre��ice, ��arp, dent, cnckles, burrs, cnrrosi�n,
dirt, �,rease, ❑il, �vhite r�si, fin�erprii�ts andior c�ther irre�ularities.
3. Si�n blanks shalI bc degreased and et�hed accnrding tn i�idustry standards and shall
ha��� an alndit�ed tinrsh a�ptied per MiL-C'S541 Ctass 1 A.
4. Tl�e thickness �f each sign k�lank shalI be unifarm throug���ut.
C. Sign sheetin�
1. AciyLic aver�ay €ilm
a. Thzs �7im shall be ap}�lied to Ty}�e I, Ty�e II, Ty�e IV, Type IX, and other
retrnret�ecti�=e s�zeeting fna- pernnanent signing-
b. The film shatl be equal tn nr laett�r t}�an 3M Scntc�lit� ElectrnCut Film Series
117U.
c. Piln� sha11 be:
1 J ]7urable
2) Transparent
3} Acrylic
4) Eiecironic-ci�ttable
S) Coated with a tra�asparent, pressuze s�nsiti�e adhesi��e
6} llave a removal�le synthetic liner — paper Iiner is not acceptable
d. Filn� colars can incl�ade yellow, ��een, b1ue, brown, re�i, and orange.
2. Non-rel7ecti�'e �inyl �lm
a. This tiltr� sha11 be applied t�� Type IV, Type �I (DG3) retrore#�ecti�e sheetitag
for permanent signing. The t71m sha]] be equal to nr better than 3M Scot�hcal
LlectroCut Film Series 7725.
C'1"fY [)F F[:)RT WC)[�TH C(]H(] Apa�tments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPEC:IFfC'A"fTC7N D[:]CUA9ENT5 IP�t('l�J-Ill�1
tte�ised No��eiiaher 1?. ?Ut3
344t 3Q-b
ALUMI�I[]M 51C�N5 ANI] SI[.�N P[)5l'S
b. Piln� sha11 be:
P:��e 6 of 9
] } llurat�le
?} 2 n�il opayue cast �inyl
3) Coated ��ith a trar�s�arent, pressure-sensiti�•e adhesi�e
4) Ha�e a remn��able synth�tic liner � paper �ine is nat ac�eptahle
c. Filn� colors can incltade yelLow, ��reen, blue, bro�vn, red, and oran�e.
3. High inr�:nsity prssmatic r�troret�ecti�e sheeting with adhesive ba�king shall:
a. Be cnmbined ��=ith nther cnmponents fnr �Sermartent signing
b. Typically be an unmetallized inicroprismati� lens retroretlecti�•e elemeni
material
c. Ha�e a st�noth outer surface that essentially has the property of� the
retroret7ector n�•er its entire surface
]) The adl�esive ba�king shatl be �ressi�re-sensitive, require nn heat, sol�ent or
other greparation Lor the adhesion to smooth, clean s�arfaces.
rl. I3e e�ual ta or better tha�� 3M 5eries 3930
e. Be nf cnlors including white, yellow, green, red, hlue, and brown
4. Super-high efCiciency full cube retroreflecti�e sheeting with pressure sensitive
adl�esive shall:
a. Be cnmhined with other �om��onents fnr permanent signing
b. Be a s«per-high e�ficiency, full �ube retroreflective sheeting ha��ing tlie highest
reiroref�ecti�ity cf�aracteristics at mediurn and short rc�ad distances.
c. Typically be a microprismatic retroreflective elen�ent anaterial
d. Ha�e a sznn�th n�ter surtace that essentially has the property af retroreflectnr
a��cr its entire surtace
]) Tl1c adl�esi�e ba�king shall be �rressure-sensitive, require no hcat, sol�ent or
other preparation for adhesion ta s�nooth, cle�n yurfaces.
e. Be equal to or better thai� 3M 5eries 4UUU
f. Be nf cn�ors inciuding white, yellaw, green, red, blue, brnwn. flunrescent
yelln��, flunrescent yelInw green, and tlunresccnt nrai�ge
D. Telescoping Steel Si�n Post
1. Pos[s and anchors shall canfarm to the Standard Specifications for Hot Rc�l�ed
Carbon Sheet Steel, Structural Qtaa�ity AS'1'M c�esi�nation A 1� 1 1 i A 1 U 1 1- I U.
2. Pnsts and anchnrs shall cany minimum certifiahle SD,DOQ psi yield strengt}z.
3. All posts and anchars shall �e manufactured frc�m raw• sieel, Formet� an�1 welded on
the corner priar to recei��ii�� a triple caat protection af inline hot-c�ipped, gal�a��i�ed
zinc per AASHTG M-l2D-D8 {D.� o«nces per square fnot) fnllowed by a chrcrir�ate
cnnversivn cnati�g and a crnss-linked �rnlyurethane acrylic exterior cnating.
4. Tl�e interior shall recei�e a double coat of �in� based or�anic coating, tested in
accordance Gvith ASTM 5-117-U9.
i;. Hardware
].. Use �aI�=ani�ed steel, stainless steel, or di�hrnmate-sealed al�iminun� tnr balts, nuts,
��ashcrs, lo�k washers, s�rews, a�ld other sig�1 assemhly liat�dware.
2. Use plastic or nylon w°ashers to a�oid tearing ti�e ref�ective sheeiin�.
C'1"fY [)F F[:)RT WC)[�TH C(]H(] Apa�tments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPEC:IFfC'A"fTC7N D[:]CUA9ENT5 IP�t('l�J-Ill�1
tte�ised No��eiiaher 1?. ?Ut3
34 4I 3D - 7
ALUMI:�I[IM 51C'�N5 AN[] SI[.�N P[:)ST5
P:ss�e ? of 9
2.3 ACCESS(]RiES [�iOT tiSEU]
2.4 SUURCE QL'ALITY CQNTRQL �NQT L]SED�
PART 3 - EXECC]TI�hr
3.1 INSTALL�.RS �ND7 []SEDj
3.2 Ex.4M11�ATID1� [N�T [7SED�
3.3 PRFFARATI�N �N�T USED]
3.4 k't�SiZICrA�TIDiV
A. 5ign b�a��lcs
1. Fuz7iish sign blanks to the sizes ai�d shapes shown v�� the Drawings and that are free
of Uuckles, waips, burrs, dents, co�k�es, or ather defects.
2. Uo noi splice individual extruded aluminum pknel.
3. C'oinplete t}�e fahricatinn nf sigil blanks, in���iding tlie c�tting and drilling or
punching �f holes, before c�eaning and de�;reasing.
4. Atier cleaning and de�;reasi���, ensure tlaat the su6strate daes not coia�e inio cantact
w=itl� grease, oiFs, or ntller ����taix�inants hefore the ap}�lication nf the re�Iecti�e
sheeting.
B. Sign sheeting
1. Use reflecii�e sheeting fi-oin the same maniifacturer for the entire face aFa si���.
2. Apply sheeiii�� to sign blanks in conforn�ance wit�� the reconunended procedures af
tlie sl�eeting n�anufa�turer.
3. Clean and prepare the autside surface of extruded aluminum 17an�es in the sa�ne
manner as the sign �anel ta�e.
4. Miniini7e the nuir�laer of splices in the sheeting.
5. ��erlap the lap-splices by at Ieast 114 inch.
G. Fra�ide a 1-font minimum dimensinn fnr any piece of sheeting.
7. Do nat splice s��eetin� for signs fabricaied t��ith tra�sparent screen inky or calored
transparent tilms.
C. 5ign me5sages
1. Fabricate sign messa�es ta the sizes, types, and colors shown on the ❑rawin�s.
Z. Use si�;n messa�e material from the same manufacturer for tlae entire n�essa�e of a
sign.
3. Ensure that the screened m�ssages have clean, shaxp edges and exhibit unifnrni
eolar and refle�tivity.
4. Prevent ru��s, sa�s, and �oids.
D. 'I"elescopin� steel sign posts
1. Permissible �ariatio�� in strai�htness is 1� 1 fi ii��h in 3 feei.
2. Tolerances are on the auiside size.
C'I"I'Y [)F F[)RT' �i'()li"I H C(]H(] Apa�tments
5'fAVI.]Altl.l C'ON51'h'l;(' 1'TC]N SPECTFICA"fT[:]N f�[:7C'[1�ti4��lT5 [PRC:1�)-Ul4i
Re�iced f4cnenkhzr 1 �. ?[113
34 4I 3D - k
ALUMI�I[]M 51C�N5 ANI] SI[.�N P[)5l'S
P:�ge 8 of 9
Meas��ren�ents for outside dimensions si�all 6e made ai least 2 inches fro�n end of
tube.
Nominal Dutside
Dimensrons
(inches]
1 %X i'/z
1 3/4 t1 1 3�4
L 112
� �/a � � �/a
? ��2xz ��2
�utside ToleE�ance
a� all Side Corners
�inehesj
fC3.UU6
iO.DOf�
�Q.LIVO
�Q.VIV
�o.�ta
3. Permissible �ariation in wall thickness is plus O.0 11 inches, ininus t].flQB inches.
4. Measured in the center of the flat side tolerance is t U.O 1 inch applied to the
specific size derermined at the �nrner.
5. Syuareness of Sides and Twist
l�ominai
Qutside Sq;�al-eness T►� ist Permissible in 3
Dimensians Toleranee inches Lengths
(inrhes {ir�ches} (inches}
1'/z X 1'/� tU.Utl9 U.USU
1 3/d X 1 3Id td.010 U.U52
� x z �o.a � z n.o�z
2'/4 X 2'/ �[].Q t 4 O.Of Z
2 `/� X 2 '/2 �Q.Q ] S �A75
b. All top pasts must be c:apable of t�arturin� at the point of coru�eciion witl� a si��gle
anchor, when imparted, ii} 5uch a n�anner tliat the piece inside of ihe anchor cai� he
remo�ed so as tn allnw= the anchor to recei�e a nelv to�r ,�osr.
7. The shape of all �osts and anctinrs shall he square and straight with smontll tubing
welded in one corner r.vith a toLerance lhat pei2nits telescoping �f the �iext larger c�r
small 5ice, in '/�-inc�� increinents.
8. Al l ancl�nrs sl�all be l? gaugc witl� holes that are �iilly perforated 711 C-inch
diameter on I-inch �enters for at Ieast the top 4 inches of the anchar while being
truly aligr�ed in the center oF the section.
C'1"fY [)F F[:)RT WC)[�TH C(]H(] Apa�tments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPEC:IFfC'A"fTC7N D[:]CUA9ENT5 IP�t('l�J-Ill�1
tte�ised No��eiiaher 1?. ?Ut3
344t 3Q-9
ALUMI�I[]M 51C�N5 ANI] SI[.�N P[)5l'S
P:�ge 9 of 9
9. All top pasts si�all be 14 �auge witii hales that are die embassed kj�ockouts on �-
inch centers far the entire Ien�tl} af the post anci truly aligi�ed iii the center of
sectian.
�.s aEr�►r� � uEs•rvr�T[on ��aT vsEn�
3.G RE-IwS�I'ALLATI�N [NQ? USED�
3.7 FIEI.,D �n�] SiTE QLIALITY C�NTR�L [�r�T USED]
3.8 SYSTEM START[]P [1�OT USEU]
3.9 ADdi1STi1�G [i�I�T LISEO]
3.1U CLEA:VII�C
A. Wash coinpleted si�ns wiih a biode�radable cleanin� soiutian acceptable to the
rn:anufacturers of the sheeting, calored transparea�t film, and screen ink to remo�e
grease, oil, diri, smears, streaks. €inger inarks, and �ther forei�n material.
i3. Wash a�ain before final ir�spection after erectian.
3.11 CLQSEQUT ACTIVITIES [V�T USED]
3.12 PR�TECTIQN �N07' [7SED�
3.13 M�INTENANCE [�IUT USED]
3.14 ATTACI��MENTS [�iQT USED�
END Q� SECT1Q�f
Re�isian Lo�
I]ATE NAME SUMMARY DF CHANGE
l 1i22.�13 S. Arnold Changes to vinyl tilm. added sign remo�al bid item
C'1"fY [)F F[:)RT WC)[�TH C(]H(] Apa�tments
STAVi]ARl:7 C'ONS f[2i;["1'TC]N SPEC:IFfC'A"fTC7N D[:]CUA9ENT5 IP�t('l�J-Ill�1
tte�ised No��eiiaher 1?. ?Ut3
34 7I l3 - l
'fRAFFiC' C'ONI�ROL
P:�ge I of 5
SECTIDN 34 71 l.3
TRAFF'IC: C;aNTRUL
PART 1 - GEI� ERAL
1.I S[]i1NM�RY
A. 5ectian Iz}cludes:
1. Instaltatian af Traffic Conirol Ue��ices and preparation of Tr�f#�ic C'antrol Plans
B. De�iations irom this City of l�ort Worth Standarcl Speciiication
1. None.
C. Relateti Specitication Sectioi�s include, but are not ��ecessarily limited to:
].. Di�•isinn 0— Siddii�g Requirements, Cncltract Forms and Cas�ditions of t}ie Cnntract
2. Di�ision 1— General Reytiirements
1.Z PRICE AND PAYMENT PRDCE�iJRES
A. Meas�rement and Payment
1. Installaiian of Traffic Control De�vices
a. Measure�nent
1} Measurement for Traffc C'ontrol Uevices shall he per maa�t�� for tfte Project
duration.
a) A mnnth is defined as 30 calendar days.
b. Payi�ent
1} The wark perfonneci and rnaterials furnis�ed it� accordance wiih this Itein
anci measured ��s prc��•i�ed under "Measurement" shall be paid far at the
Luzit price bid for "Traffi� CQntro�".
c. The price hid shall include:
1} 'I'ralfc Control imple�nentation
2} Installaiion
3) Maintenaalce
4) Ad�ustments
S) Re�l.acements
6} Remo�al
7} Police assistance during peak h�urs
2. Pnrtable Message Sigzls
a. Measurement
1} Measureinei�i far this Item shall be per �veek for the duration of use.
b. Payme�it
]} The ��=nrk �erfornled and materials f'urnisY��d in ac�ordance tn t�is Item acld
measured as pro��ided u�ider "Measureil�ent" sliall be paid for at i}ie unit
price bid per week far "Pnrtahle Message Sign" re��tal.
�. The price bid shall inclutie:
1} Deli�ery af �'ortable Mes�age Sign to Site
Z) Message updating
3 j Sigm m���et�aent thrn«ghnut �onstructinn
4} Return of the Portable Message Si��S post-consti�.tction
C'1"fY [)F F[:)RT WC)RTH (:QHQ Apa��ments
STAVi]ARl:7 C'ONS'i'Ri?CTIC]N 5PE(:IFICA'fIC]N D[:)C:(1h9ENl'S IPtt['l�J-01�1
tte�ised No��eiiaher 2Z. �Ui3
34 7l l3 - 2
'fRAFFiC' C'ONI�ROL
P:�ge 2 of 5
3. Preparation of Traffic t:antrol I'lan Details
a. MeaSureFnent
1} Measurement far this Itein be per eacli Traffic C:ontrol Detail prepared.
b. Paytnent
]) The w=ork �erfo�-med and inaterial:s f'urnished irs ac�ordance tivith this Item
shall be paid for at ihe us�it price bic9 per eac�� "Traf�c Co��trol ❑etail"
prepared.
c. The price bid sl�all include:
]) Pre�aring the Tra�t�ic C'ontrnl Plan Details fnr clasures n�� 24 hnurs v�-
Ivn��er
2} Ac�herence to City and Texas Manuat on C]niiai-�n 7raffic Control Devices
{7MUTCL7}
3} �btainin� the signature and seal aFa licensed 'I'exas Professianal En�*irieer
4} Incnrporation nf City cnmix�ents
1.3 RFFEREhCES
A. Reference Standards
l. Aeference standards cited in this S�ecifiicatinn refer tn the current re�erence
standard published at tlle time e�f'the Iatest re�ision date ingg�d at the end nf this
Speciticatioz�, unless a date is specitically cited.
2. Texas Manual nn Unifoa-m Traffic ContrnI De�ices (TMUTC"D).
3. Item 502, .Barricades, Signs, and Trati�ic Handling nf th� Texas Department nf'
7'ransportation, Stanziard 5peciF�cations for Construction and Mainte��ance of
Highways, 5treets, antl f3ri�i�e5.
1.4 ADMINIST1tATIVE RE�ISIREMENTS
!1. Conrdinatinn
1. Cc�ntact 7raltic 5ervices Division {$17-392-773$) a miiiimum af 4� hours prior to
implementing Traffic Cnr�trvI w=ithin SQO f'eet of� a traf�ic signaI.
B. 5equencin�
].. Any deviations to the Trat�i� Cantrnl Plan included in the 17rawii�gs must be tirst
appro�ed hy the �'ity and design Engineer hefare implementation.
l.S S[]S1��ITTALS
A. 1'rovide the City ��ith a c�urent list of c�Lialified flag�ers befare be�innin� tlag�;ing
activities. []se anly tlaggers nn tl�e quali�ied list.
B. Obtain a Street Use Perinit fram i��e 5creet Management Sectioi� of the ?raff c
�;ngineerin� lli�°isian, 3 L 1 W. lU`t' Street. The Traf�� Cc�ntrol Plan (I'C:P} For lhe
Prnje�t sl�alf he as detailed nn the Traffic C'nntrnl Plan Detai] sheets nf�the Dt'awing set.
11 cnpy nf this Traftic ContrnI Plazi shall he suhinitted with the Street Use Permit.
C. Trat�i� Contrnl PIans shall he signed and sealed hy a]i�ensed Texas Pro�essional
Fngineer.
❑. Contractor shall prepare Traffic Cantrol Plaz�s if required by the Drawin�s or
5pc�itications. The Cnntractor will lae respnnsible far hati ing a licensed Texas
Prot�essional Engincer sign ai�d seal the TraffiG Control Plan she�ts.
L. Lane closures 24 hours or lon�er shall require a site-specitic trafiic contral plaz�.
C'1"fY [)F F[:)RT WC)RTH (:QHQ Apa�Yments
STAVi]ARl:7 C'ONS'i'Ri?CTIC]N 5PE(:IFICA'fIC]N D[:)C:(1h9ENl'S IPtt['l�J-Ill�1
tte�ised No��eiiaher 2Z. �Ui3
34 7I l3 - 3
'fRAFFiC' C'ONI�ROL
P:�ge3of5
P. Contractar responsible for havin� a licensed �'exas Professio3}al Engineer si�,rn a��d seal
chaa�ges io the Traffic Control Plan(s} developed by the Desi�rn Engineer.
G. Design F..ngineer will fiir►Zish standard details fnr Traf.'fic �nntrol.
1.6 ACT[�N SL1SM[T�'ALS�iNFORMATIQNAL S[]SMI�'7'ALS [VOT USED]
1.7 CL�5E�UT SLIBMiTTALS [NnT []SED�
1.8 MAINTENA1�iCE 117AT.ERIAL SiilR]I7[TTALS [N�T USEIIj
l.9 Q[]ALITY ASSUR�#I�CE [IVOT �i'�EO]
1.10 DFLI`'FRY, STQR.AGE, r�ND Hr��DL[NG [N�T USED]
1.11 �"IELD (S['I'E] C�N�1'1"IOVS �NDT L]S�.D�
1.I2 WARRAI�'TY [NQT LiSED]
PART 2 - PRQD[]CTS
2.1 iDWNER-FUI7NISI�IED ��K] UWI�ER-Sl]PPLIED PR��CJCI'S jN�T liSE�J
Z.2 ASSENIBLIES AwD MATERIALS
A. Descriptic�n
].. Regulatnry Requirements
a. Pro�'ic�e Traffic Conirol De�ices t��ai conforfn to rletails shown on the
Drawin�s, the TMUTCD, and TxDDT's Compliant Work Zone Traffic Control
De�•ic� List {CWZT�DL).
?. Materials
a. Traffic Control Der�ices must meet all reflectivity reyuirements included in the
TMUTCL� and TxDC7'T Specitications — Item 502 at all ti�nes during
CQ1lST1'l]Ct1411.
b. F..lectrnni� message boards sl�all he E�ro�ided sn accnrdanc� with the TMUTCD.
2.3 A�CESSORIES [NOT i,JSED]
2.4 SUtiR�E QUALITY C��iTRaL [NaT USFD]
P�RT 3 - EXECUTI�N
3.l EX.r�NIIN�Ti4n []!�T USEO]
3.� PREPARATIDN
A. Pratection af [a�-I'lace C:onditians
1. I'rotect existing tralfc sig�al equipment.
3.3 INSTALL�TI�I�
A. I'ollo�v tlie Traffc C:oi�trol PLan {TCI'} and install Traffic Control Devices as shown on
the Druwi���s and as directed.
C'1"fY [)F F[:)RT' 11'C)RTH (:QHQ Apa�Yments
STAVi]ARl:7 C'ON51'Ri?CTIC]N 5PE(:IFICA'fIC]N D[:)C:(1h9ENl'S IPtt['l�J-Ill�1
tte�ised No��eiiaher 2Z. �Ui3
34 7l l3 - 4
'fRAFFiC' C'ONI�ROL
P.��e d of 5
I3. Install Trafiic ControI De�ices strai�ht a��d plumb.
C. Dn not make �hanges tn the locatian nf any de��ice or impleinent any nther cliangcs tn
the Traftic �ontrnl Plan without the app��o�al nfthe Engsneer.
1. Minor ac�justments to meet tield canstruttability and �visibility are allowecj.
�. Maintain �raftic C:ontrol L]e��ices by takin� can-ecti�e action as saon as passiUle.
l. Correcti�•e action includes btit is not 3imited to cleaning, repla�ing, straiglitening,
c����ering, ar reinn�ing I)e�ices.
2. Mainiain the Ue��ices such that they are properly pasitioned, spkced, and legible,
a��d tl�at reirorefle�tive �haracteristics meet reyuirements durin� darlcness and rain.
L;. Tf the U�spector discovers that the Contractor has failed to coinply with applicable federal
and staie la�.vs (by failing ta furnis�� the riecessary ila�,�nen, warning de��ices, barricades,
Ii�hts, si�rns, c�r other precautianary meas�ires for the pratectian ol persons ar property}, the
v�spectnr may nrder su�h additiona] �re�autinnary incasures he taken tn prnte�t persnns
and property.
F. Subj�:ct tn the a��rn�'al nf the Ins�e�tor, pnrtinns nf this Prnject, �rhich aze nnt a�'tected lay
nr in �anflict with tl�e pro�ased m�thnd nf�handling t�-a{'fic nr �rtility adj�Fshnents, can be
constructed durin� any phase.
G. F3arricades and signs shal] be placed in su�h a tnanner as tn not intertere with the sight
distan�e ol dri��ers entei�ng t��e hi�fa�uay fr�m driveways or side streets.
H. Tn f'a�ilitaie shifting, barricades and si�;ns used in lane closures ar t�-aff�c staging may
he erected and mnii��ted nn portable su�ports.
1. Tl�e suppori desi�n is sul�ject tU the approval of the Engineer.
1. LaiYe clasures shatl be in accardance �viih the approved Traffic C:�n[rol Plans.
]. If' at any tim� the existing tratfic signals become innperahle as a result of �n�lstructinn
npez-atinns, the �ont�'actor shall pro�ide pn�tab�e stn}� si�1s with ? nrangc f]ags, as
appraved by the L��gu7eer, tv be used for Traffic C:antrol.
K. Cni�tractor shall inake arrangements f'ar pnlice assistancc tn direct trat�ic if'rrat�ic signa}
turn-ons, street li�I�t pole instaIlation, or other �anslruction Gvif I be done d�ring peak traffir
times [AM: 7 am — 9 a��i, I'M: 4 pm - b pm}.
I.. Flaggers
1. I'rovide a Contractar representative wlto has been certifieti as a fla�ging ii�siructor
thrnugh �o�trses otfered by the Texas F.�Zgineering Extensinn Servic�, t11e �1,mericail
Tra�tic Safety Setvices Ass���iati�n, tl�e Natinnal Safcty Cnuncii, nr nther a��rn��ed
C]ta�111Zi1t14ri5.
a. Pravide the certi�cate int�icatin� course co�npletion w'hen requested.
b. This re�rescntati�e is resE�onsible for training and assuring t�aat all tlaggers are
qualified tn pert'nt�1 flagging duties.
2. A yualitied fla�;ger must l�e independently certified by 1 of the argani2atians Iisted
ab��•e or trai�zed by the C�}ntractor's certified flaggin� instructor.
3. Flaggers must be �ourtenus and ahle ta effectively �ommunicate with the puhli�.
4. Whe�� directin� traffic, flag�ers must use siandard attire, fla�s, signs, and si�nals
and fnllaw the f.lagging procedures set fnrtil in the TMUTCD.
C'1"fY [)F F[:)RT WC)RTH (:QHQ Apa��ments
STAVi]ARl:7 C'ONS'i'Ri?CTIC]N 5PE(:IFICA'fIC]N D[:)C:(1h9ENl'S IPtt['l�J-01�1
tte�ised No��eiiaher 2Z. �Ui3
347i 13-5
"fRAFFIC' C'ONTROL
P:��e � of S
5. Prc�vide and maintain fla��ers at such points and for such perioc�s of time as may be
reyuired la pra��ide far the safety and con�enience af public tra�el and Cnntractor's
persoru-iel, and as shown on the I7rawings or as c9irected Uy the En�ineer.
a. These flaggers sl�all he Iocatcd at each end ot�the lane closurc.
M. Remo�al
].. Upnn �nmpletinn of Work, remove trnin the Site all harricades, signs, cnnes, lights
and other �['raffic Control llevices useri For work-zane trafiic hand�in� in a tiniely
manner, ui�tess otherwise shawn on t��e llrawin�s.
3.4 REPAIR l REST�ItATE�V [�1�T USEU�
3.5 RE-�YS7'ALLATI�N �NQT USEDJ
3.6 �'IELD �o�� SITE QUALITY C�NTRDL [NOT �SED]
3.7 SYST�:M STARTC]P �NQT USE�]
3.8 �'1D.IUSTihG [N�T i1SE0]
3.9 CLEA:�TII�G [N�T i1SED]
3.10 CLQ�E�L1T ACT�V[T[ES [�T�T USED]
3.11 PR[7TECTIaN [y�T USED]
3.i2 MAINTFNANCE [iIDT LISED]
3.13 ATTAC:HMENTS [��T L1SED]
END �F SECTi�'�T
Czevisinn Log
D1lTE N�1ME SUMMARY OF CI-IANGE
! I`22!1 � S. Ar�inId r'ldded rnlice assistaiZce, requireme�tt Fnr wlten a site tipe�itic TCP is required
C'I"I'Y []F' P[)k'C" �i'C)R"1'H ['[lT-[[] Apa�•tments
S'fr'�V1)AI�1.lC'ONS'i'ftl;�('TIC]N SP�,(:II�IC'A'fI[:7N fJ[:)C`t1h1F..Nl'S IPRC19-01�1
Re�ised hcnenkher?3.3Ui3
APPENDIx
GC-4.0] Availability of Lands �=I'�'o��ide c°ir�r�eiat slar.eFne�zt of'recn�-d{.sj Iegcrl Fitle ai�cl Ie��r! r�'e.scriplini7s
fC1Y jCl1TC�1' Lf�7Cli7 lh'hich �he W(lilf 1.7' f0 I7L'17L'YfUI'IY�L'Cl �
�'iC-4.�2 Subsiirface azzd Physical Conditio»s cp�'nvrde �-eJ�nrr.s �r�dlni� df•crwi»�s y�elcrtivc In stth.ct�r'frrce
cuizr�iliuirs crt rhe 1'rojec�l .5ite (�,rc�la�cli��g [l��cler�roi�src! Fcrcilitfesj �
�C-4.�4 Undergrnund Facilities�P�-ovide cls•awri�g.e cc�zdlr�r dncirmc�i�ls thrrr prr�virle rsaf�rmatlora f'n�-
(lndcr�T�-olrnd �'uc�ilirics rrt oi- cunli�,r�iG!!.5' IU lhG' ��i"C1JC'L'i SlCL'?
�: A nt 1C].,,,..�.a..��.. C:.-..,:.....-..-.-...._...1 r�.�.-..1:�:..._ .,. SJ.t�G r-I �Y"UV7Cjt' ClF7l' YL'�7ClYl C117CIIC]Y CIYC[1till��T YL'IC1tlVG IU
I1CL�Cli'C�[)1I.S' L'i7tifY(J1TIT7C'.171CfI C'Uf7CIllif)17.5 C11 Cli L'U17Il�S,rlfUfl.S' lL} II7L',SItL'-'
. . • �Pr-ovi�le MWBE, fornts,
inclr.rclr�tg.�'anc�•r�ntrcrciu�-iSripplie�• [.lilizcrlio►7 1 c�r�n, Pl'l1�7L' �C111IYifC'PUl' WLd1VL'Ylyut-y�, GCIULII'Cilld7 L' f�Ui'I
F'orm, utad Jui��t bi>»tr�rc L•'Ii�,rihilily f�'uri�a � -
nr, � n� urn..o v.,.��. �I'�-ovicle thc> uppli�crhle wu�rc> rrrte lrrble(sj.for Ihis I'rojec•t �
GC-b.U9 Permits and Utilities cProvrrle a!! Citi� ohtctirrc�ll'ermits c�vuiluhlc. �rt thc tinac c�f�4�rvertisemGnt�
GC-6.24 Nondiscriinination ��'rovide.farna 1'12-1273, "Ferlercrl Re:c�uirerne►rt.s fo�• Ferleral-rtir�
C.'n�ast�•uctin�� CoF�tracts " crnc� crn}' oth�r reluted doc•r�merats, far 1'rujec•ts witl� Fedei�cal Assistcat�ce,
ratlt� ���°i.se �i�rite "1�nne "�
[irf�-U1 6U OU Praduct Requireme��ts �=P��ni�ide City's c•z�r•r�erat Stajzdard ProductList�
CITY UF FUR"f w'C7R'I'H CUH(? Apai�tmen�s
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Report No. ST18-0190
Apri14, 2018
Geotechnical Investigation of Site-Specific Subsoil
818 Saint Louis A�enue Sr� $�,1 May Street
Lats 4-7, Less Raw SA; F►lark 2fi
Tucker Additi�n
�'ort Warth, TeXaS
Prepared for:
Watermark Equiry Group, LLC.
SDL� East Ogden A�eniic, Suite 101
Napec�ville, Illinois
Prcpared l�y:
Whitworth Enginecring
42�� N. Mairx St. #15�
Fart Worth, T� 761�6
WHITW�RTH
FNGIN�ER1[�G
❑inMoti� iw irvc
�;� .:?�f�..._i,i`t";i�'.� �S�s1 � .:I!-v:..i..�'i'i�.i�i�; �y�' ���.ni?-�:s((iY�i��i,i,,;'::e'�.
Apri14, 2018
Watermark Equity Group, LLC.
Attn: Clint Renfro
500 East Ogden Avenue, Suite 101
Naperville, Texas
Re: Geotechnical Investigation @ 818 Saint Louis Ave.& 821 May St., Fort Worth, Texas
Dear Mr. Clint Renfro,
Per your rec�t�est, Whitworth Engineering has canducted a geotechnical investigation for the pad
sites at the abo�e-refere�iced prapertics. This investigation included an analysis of puUlished
inforination �uout the subsurface conc�itinns in the area and a subsurface exploration of two (2)
test bnrings. 7�he infc�rrr�hrian collected during this investigation was then used to determine some
of the engineering properties af the supporting subsoil. The conclusions of this investigation are
iF�cluded herein.
We appreciare the opportuniry to prn�ide this service to you and look forward to assisting you with
aziy of yoijr ather consrruceian requirements. Whitworth Engineering has a design team that can
assist you with the foundation design and the inspections & testing of construction activities. If
you have any questions or comments pertaining to this report, or if we can Ue of further assistance,
please contact our office at 817-236-6106.
Sincerely,
11ie seal ap��r.arin� on rhis
docunlenr was atitliarizr�� Uy
Alan C�oligl�tiy, P.E.
8147]
Whitworth L^riginecrin�;
F-397.3
�
ST18-0190 Page 2 of 13
Alan Golightly, P.E.
Design Summary
Rr x�rt Ntiiii��er B�ii��lrr
ST18-{7I�)[� � Warcriiiark Ec�iiiry t�rc�tiF�, I_L{:.
i�l� A�lclrec,5
818 S�iii�t Lotii� Areiiue & 8? 1�1�I�iy Strc•rt
SLiI�C�i�']SIOEl L.e�ai Ue�cri}�rinil
u�icer fl�iditinn L.or.� 4-7, L.ess �tnw �iA; 8lnck 26
Ci Coui� • C�PS Nortlz tiPti E�f,r
Fnrr Wnrtli T��rr.�iit 32.�3.5'14E� -9i.328C�[�1
GeUlo;,ry USDA I: i6 Res u[ts
Fc�rtiiarinti Fc�r�ir.itic�iz Cla�aifi�atic�i�
I'aluxy Sand L�enrnn {:;lay FAT L:l.l1Y ({_ }1J
:�iiln�-al�le
VIa'nr Ac t�ifer L�Iassific.atioGi I]e �riz tr Soil E3earii��ist�
rinity Bolar•[.1rl.�an i..az�d ?D 1360
�Iinnr A� uifer ��Ot� }�.i�i C;enter[frl
���i 7. S
De �t1i so Groundwatei ?}�iii Ea�i E�i„r.{ft�
447 5? 4.(]
-�3nc�� r�otindwarer f.�,; Yitl L:enter[i„�}
u G? 1.17 �n.•era�e
I'[ Yi�i �d�e[in)
41 1.77 a�•er�i�e
5liriizi./Swell,Pc�rei��i�i1 PVF%�izi,�
I iigli 2.3
5T 1 S•O 1��fl P���e 3 af 13
Table of Contents
1.0 EXECUTIVE SllMMAHY ..................................................................................................................................5
I.l I'Ri�lf.[:T I]F.SCRIf'TIC]N .....................................................................................................................................5
I.? I.ARC7R.�TL7RYST�1!JL���RC�S ................................................................................................................................5
I.3 tic:�}i�� c�[- SEx��[�:[�ti ..........................................................................................................................................b
2.4 INVESTIGATIDN DF PUBLISHED INFORMAT[(7N ...................................................................................7
2.1 [JSUA ..............................................................................................................................................................7
?.Z C�.'1T .................................................................................................................................................................fi
?.3 TWI7E3 .............................................................................................................................................................8
3.C� 5UB5UHFAC:E EXI'LDRATIUN ......................................................................................................................$
3.1 S]TE L:�7NL71TI[]NS .............................................................................................................................................$
3.? SU1L [:(]ND1T[�]NS ............................................................................................................................................8
4.0 UESIGN ANALYSIS ...........................................................................................................................................9
4.l 1�UTfNT1:'11. SC]1L. VIC71'F�fENT ............................................................................................................................�3
4.2 SDII. �3rARING {=.IP�ICITY ................................................................................................................................ lU
S.0 UE�SI[�N HECL]MMENllATIC7N5 ...................................................................................................................1{1
5.1 I3t�lLL71NC; rUL1NL�ATI�JN ................................................................................................................................1Q
5.2 DRII_L� D PIEKS ............................................................................................................................................... l 1
�.3 S]TE PH�1'AfZ�TI[]N AIvL} Vi:�[NTEN�NC:� .........................................................................................................12
5.4 I�ltl'EC:T[�]N5.4ND T�STI1vCr ............................................................................................................................13
6.0 AEPOHT QLTALIFILATIDNS AND LIMITATIDNS ....................................................................................13
5T 1 S•O 1��fl P���e 4 af 13
1.0 Executive Summary
1. I I'rnject Descrrptror�
Tl.te pt�r��ose of t�sis reporr i� �� e��alt�ate r13e enaiileerin� praperries of r�ie site-specific
sul��rac�le sail �c�r r��e. residential prapertie� locatecl at 818 5ait�t Lo��is A�enue &�i21
1��[ay Srreet in l�c�rr Worrh, Tex��s. Tllese ��r��perties are recorc�lec�l as Lor� 4-7, I_e.s�
Rc�w �A; Black ?f� nf the "Tuck�r Ad��itinn sul���i�isic�n, pe.r th� plat r�cc�re�s a� listet�
for 7'�irr��nt L;nu�7ty, Tex�,s. A m���� illu:tratin� tl�e Ic7c:�itian c�f tl�e �ir�3�ertie� i�
L17l:ILlL�L.LI I�LIC7W �l`, Fi���re 1.1: Pr����erty Lc�catic�i� M�l��.
FIGURE 1.1: Praperry La�ation Map
W Canrm� 5i
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� Bak3ng Compar�y
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ME Operating b Services �
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7
Ave �,
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W 7errell Ave
I..Z La�ioratary 5tandard,�
CBRlEf Fof the
Heal�ng A�ts
4
w ��,d� s�
W Canr
WeEi�nglni
Nurs+ng & Rehab�
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W ierrell Ave
4
Whitworth Ea�rineerin� ��as �+repared this C1����«h��i���l I�z�=esti�atio�� in �e��era1
accnr���iiic� wicll rh� ?fld5 5tan��ar��s ��s pr�p��rec� l�}� thc Ain�ric:�in 5o�iety- ��f Testin�
an� Material� (ASTM}. Per these stan����r�i�, m�iny c�t= the testin� �irocec�ures h���=e a
re.ferenced �uideline. There are rl�ree �3} main rypes of �rari��lard, ttsed: ��iides, tesr
merhnds, an��l practices. Prc��ided Lielc�w is a sumz�.�ary of the ASTM starit�larci
�uidelit�c:� used tt� prepare r��is In�esti�F�rinn.
5T 1 S•O 1��fl Pa �e 5 nf 13
TABLE 1.2: Referer�ced ASTM Standards Used
A.STM# L)e.scrrprror� Ty��e
f.74?i� Site L:��aracterizarion fnr �n�ineerinQ L7esig�� .�nd �:ut�srructinn L'niide
D4? 1 Ury Pre�rir�itic�n r�t Soi1 Sai�i��les fi�r PSA �iia�i Sc�il Cnnar�tnts Pra�cice
f.74?' Particle-Si�e Rnalysis (I'SA} for Sails Tesr
D1 14[� Aiucxint of UI<tteri��1 iii Snil Fiiier rl�<�n �Z�i� sic�•e TrSt
U1452 5r�il Iarvestig�ilioii >in�1 5a�z���lii�� ln' ALil;CT BOI3ll;,s.� Pra�tiee
D15�! Tiiin-W<�Ilee1 Ttilre 5�iiuF��lil€; Llt SL71�ti Pr�ictice
UZ? 1C� L.il�. ❑eteriiiiti�itic�n c�f A�nisttir� C�oi7r�a�t l�y M.itis Tesi
L)?? 1! Wec Prr��.�ratioti c�l 5c�il S�iiii��les Ior PSA �ifi�� 5c�il L:r�nst�iiiT. Pr�i�tice
U?4�� C.�e1SSiflC�ition r�f 5c�ils t��r Ei1=„ineeriii�= Ptirpose� Pra�ti�e
U?488 Ues�ri��ri��i� .��z�l l�i���t�fi�:�,riE��� ��f S��iL, [Visti�il-�1T�iaiu�il Prc��e�ltire} Pr�i�tice
D.i740 Uliniu�iuii Rl'C�LIIiCSiI�I]IS fnr Sc�il Testiti�; A�yez��ies Pra�tiee
D4? �[� Prr�er� iiz; aa�d Tr�iizspc�rl iizg Soil S�unpl�s Pr�ictice
L74318 Atr�r�?rr�� Lii�zits of 5c�il:, Test
D4! 53 E�•alua�ii�;;, 5ele�tiiat� �,���i S��E��ityi��; ��al�f�a�es t��r Sc�ii Teatiiz;� Liuicl�
UC[�2C� L isiii� �If�I71IlCeI11E LJI�ICS lii LIL'C]TiC11I1kCie1 I)�it�i Pra�tice
L?G451 5r<ii��larcl Test �Tetliocl t��r ii�c c�i t�ic L7y�z>iiiii� L:o�ae Pei�err�����erer Tr,r
1.3 Scope af 5ex�7ces
L)n March 26, ?d l� Whirwortlz Ei��ineerina ciirecte.d a site ins��ectinz� of t��e stibject
��rnperties �1F7C1 iWC) (2} te�t ����rin�s wer� �i���-��z�ce�� ��ow�� ta ?4 feet l�elow the exi:tin,�
grounc�. The lo�atians of the l�«rings w�re ����set� nn the lncatinn nf the re5i��enti�i�
structures ��nd the limits of the prnpertie�. Th� l�orin� lc�catic�ns are prrn�idcd in
Appen��lix R of rhi� report. The �����jecr �orin�s were s�ir�i��led in fi��e `S� lDL7T
inter�rals, tmless tl�ere wa• a detectable chan�e in soil layer�. liport callecrion the
sam��les were lo��ed, pla�ed it� labeleci l�aa� and tran�pnrted rt� the 1����.
Particle Srze Arlalysrs (ASTM D42�J
A P��rtir.le SiL� A����lysi� �PSA} tesr ����s cc�a���ucted nn ��l�creci �oil s�im�,le� frc�m each
l�nrii�;. This te�t w�i: use�� tc� c�eterininc th� �i7c ��n�� ��istril}uric�i� of tl�e soil particles
in a�iven satnple. Tl1e sul�ject az�alysis wa, mat�l� utilizin�; a�i H-15? � Iydrt��ieter rn
detert7iitze the percent of �ail parricles f�iner tliati rwo (?) zzlic-rozzs t�.�m} and L�y
wa�l�in� ri�e te�reci sample rhro���l1 a�?�fl sie�e.
Atterherg Lrrnits (ASTM D4318j
The Attcrl��r� Lisnits �ire �� set of tests th�it are used to det�rinine liaw a��,i15 �-��1«����
will �-ary with a �h��«�c i�7 the moisture coF�tent. TIi� Liqui�� Limit (LL} is thc
mc�isrure c«nteizt ar ��11ich rhe snil will fl«w as a 11e����y� �isc�t�s f7uid, ailc�l rhe P1a�ric
Limir (PL} i� tl�e mnisrure ic�t�tent at whiill tl�e soil ��e;ins ro lczse its plasriciry azzci
l�er.�mes brirrl�.. The dif�erea�r.e l.�erweetl I_L atld PI_ i� referrec�l to as rhe Plasticiry
Is��iex (PI} ��f a•oil ��n�i is nften useci to �l�issify pnt�nti�il snil fill materi�il.
Sail C1�7ssrfrcation (A5T11�f DZ487i
C7nce the ��foreinentinned tests h�i��e l�e�n re����rtec�, t1�e soil c:��n i�e cl�issificd ��er the
Ui�i�ieci Soil C:lassificari�n� 5ysre�n [ll5L:5}. Tl�e �15L:5 classifies soils u�ii��
5T 1 S•O 1��fl Pa�e f� nf 13
al��h�il�etir se���ie��c:e� c�{ l�etwe�n ?-4 letters; these �3re ry-��i�ally- repc�rted in ��ll ca�s.
The nzc��t comm�xiz •oils in tl�e DFW are�� ��re Cl�,y� [C}, 5ilt• (M}, anc� 5����ds �S}
respccti�ely-. Fine �rain«� s��ils, m��m than 5D°/� fi��er th�izi �� �?Od �ic���, ;ttch as clays
ar��l silts are cla��itiec�i a� I_eai� (I_} or }���r (I I} l�ased on their Rtrerber� I.i�7t�id I.ir�iit.
Poteritial Vertical Risc
Th� Potcnri��l Verti�al Ri•e (PVR} c�f �> >c�il is used t« cieterminc. tl7e "��c�tei�ti�il al�ility-
of a:«il m�iterial t�� �well at a�i���n densiry, mc�isture �in�� loac�in� cc��7�iitioc�, whei�
ex�osec� tc> ����illary ar surf��ce water, and tl�erel�y in�reas� ele���ti«n nf its u��per
surface, ��lc�n� with any�hin� resTin� c�n it" �fCC]Ill TL'X I?4-E p� 3}. "The PVR tinles;
atherwi�e stared in thi� re�aort is calculate��l tn �� depth of 1� f�et. The PVR pc�tenrial
l�elnw ld feer is ry•pically very small c�lue tc� rhe sttrchar{�e af tl�e s�3il a��o��e it. We
cc�i��ider r��is reason����le as tl�e c��lcularion i� ��asec�l nn tkze. clry° corzrlirion wlzicli i�
mc�re cc���sen-ati�=e. Furth�rmore, the �alr.ulati��n dnes i�ot t�ke intc� �l[:CC]Li1lT Cl7l'
l�r�din� train the titru�.ttire to l�� l��ilr w��F�l� will als« reduc� the sw�llin� p�otenri��l.
Tl�� PVR ����lu�� are �ieterinii�ed iisi�7� TX Ut�T, TK1?4 desi�ii s�re��{�sheet.
Dyiiarnic Cone Perrntratian (ASTMD695IJ
Tl1e t]ynamic [1�zne Pei�etrarin�� Tesr of ��oil is t�sed to deterr-nine tlze 1«ad ��eariil�
capaciry nf material� et�cc�unte.rec� i1� foi�ndaric�n explorarion wnrk. By deterzninii��
the numi�er of l�lows reqiiired tn c�ri��< <� cni�ic��l ��nint fi inches, nne can cnrrel��t� th�
Pnis�t Bearin; c�ipacity- f«r �°ari<�us soil ty��es. The ��oint he��ri���; c����aciry �i�en fnr the.
L7yn�i�i�ic. C;one Penetrc�ineter test i� l�asec� ❑n ASTM L)6t)51 C;$I� ���ilue� a�7d C�BR
��earin� capaciry ��alues de�relt�ped l�y� rk�e Parrlai�cl ceme�lt associarian.
2.� In�estigarion of Published Informa�ion
2.I USIJA
Th� L]i�ite� 5t��tes De��artrnent oir Agriculture (L]5L7A} has ��ul�li�h�{� gcn�ral :oils
in�armatio�� fnr the a���,rc3xiir���te are�� of the sul�je�t prc�pe.rry-. Per this is�formarian,
t��e ��rea �c�il �i����ear: tn l�� c1�l�SIE1L'Cl as Bolar-LTrl�an 1�1L7C1 cc�mpiex (CL}. This
mc���cr�itely deep, ��ntly �lnpii��, loamy s«il is nn �c�n�=c.x u��l�i��d rid�e�. Thi� cnir���l�x
is 3a rt� ZD percc.nt �3olar �c�il, 15 to 5� percei�r Url�an lanci, �3nd les� the ?D ��c.rcent
arher soils. Tyx�ically, rh� ���rface layer i� m«derately ��lkalit�e, c�ark rrayish brnwt� clay
loam abc�ut � incltes tlzick. Tl�e su��soil, �rom a depth af 8 t« 3.I inche�, is moderarely
alkaline, brownish clay lnam rhat has coi�lmon lir�iesrone fra�i�lenrs. Be.low tl�ar is
fracti�red limesrc�nc lI7TL'r�i7Ci�L�C.C1 LL'1CI7 Ilr;ht yellowish hrow�n �layey niarl. Th� L]rl���n
lanc� part «f thi� con���lex c��n•i�ts of c�u�ellin�s, small l�u�in«ses, �inc� apartments �1L1L�
�idjainin� str�ets, Sid�w��lk;, p��tios, c�ri�eways, �i��d ��arkina lc�ts. 7�}�is B��l�ir soil is
mt�derately° �t�ire�� rn mast urbarz t�ses. S}�rinkin� aizt�l �welli»g winc ���a���es ir�
mc�isrure, carrasi�°ity r« tir�caared steel, anc� t�leprh ta rac�C are the main lirt�it��ri�ns.
5T 1 S•O 1��fl Pa �e 7 nf 13
�.2 GAT
Accnrdin� t�� tlie C �ealn�ic Atl��s nf Texas, Dall��s 5hect, the �ul�jec:t ��ro��erty is
1����,t�d t�« the De��tc�n Clay Fc�rm��tion ��nc� ran;i�t� prianarily �>f clay anc� lime�tnne.
This formatic�n i� �ip�rc�xim��tely 1 S-4� feet thi�k.
Z..3 TWDB
Inf��rr�iarion pu��lislled l�y rlle Texas Water I)e�elnpix�enr Bc�arc� (TWI)E3} su;;;ests
t�iat tl�e sul�ject ��roperry is loc��red o��er rlie P��luxy Sand tor�l�arit�n af the Trinity
Ac7�iifer. Well records for the ;et�eral area of tl�e prnperry indicare �r«unc�lwater fr��r�t
t��i� fc�rmatian at ����pra�imarcly 445 feet l�elnw the exi5tin� �;round. However, thi� i•
����ly �����li��,l}l� ��� ��;��l�l� ,�rc�und�r��ter. L1i�deterinine�� qu��i�tities ❑f �r��unc�water c��zz
hecome tr�ip��ed l,e.twee�� �c�il l��yers nr ��t fr���ttir�s ii� the ��e��r«��. T�IZi� ty-��e e�f
;rn�inclwater formarFon will ��ary in de��rh azid clian�e winc �limatic conc�litions.
3.❑
Subsurfa�e Exploratiion
3.I Srte Condrtions
The �iibje�t prn���rtie5 are sin,�le fiir�ily r�•id���c���l l��r.5 an�i th� �aci sitcs wer�
i��enrifie�� l�y esriinatin� th� Ii�CeLy I��cations. �T}le �i���rc��iniate lc�catie�ns c�f th� sul�ject
hc�rin�s are illiistr��ted c�n th� B��rin� Lnc�itic�n Plan ��r���°i��e�i in A����ei�dix A. The
subject lnr� are aT�iS�y and rhe pad sire� l�a��e n«t l�een pre�ared a� illu•rrared in rhe
Sire Pl�c�rc» ��ro�ic�le��l belt�w. The subject prnpertie� ha�e a�entle �lop� rt� rl�e we,t.
5ite PhoCa 3.1. �-LC1C7li1I"1� SL7LlX� 5ite Phc�t� 3.1.? —Looking Nnrtli
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r
3.2 s�rr c�.��xtxan s
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�_ _ �r. _. ... ... �
" ... ,.... ��k., � •� "r•wM"_"�
i:�. ` = i ..�4
�'�� , r +v� ��. ;
The inform��tion ��rrn�ic�ed 1�y th� Bc�rin� LC)�S tiLl�aL'tiTS th��t tl�e prnfile ot t17e �it� :oils
�onsists of Z-3 soil �trat�� can�i�tin� of SANDY LEAN CLAYS ��nc� FAT CLAYS.
C �r����el is present ii� �he �nil •am��les.
TI.Ze c�esi��� marerial is a tnoi�t, �ery �riff, ��rown FAT �:LRY (L�l-�} t�}at i� present at
t��e stitrface and exte��t�l� ra 2a fe.er t�el«w �ro��nc�l. This marerial is f�ine hr��ined wirh
9H�% nf tlle soil parricle� finer than a�?D� �ie�e ��nd 57�% finer rhan ?��m. Wirl1 a
I.L af [�? anc�l a PI nf 41 rhis soil has a]-�IL�H ��c�tenrial fnr moisturc.-iriduced �°�lume
5T 1 S•O 1��fl Pa �e 8 nf 13
ch��n�e. F{�r �id�iition��l �c�ils information, ple��se refer t�� the Bori«� L��gs in
A���+en��ix A.
Trapped �rnu��dwater was n�zt presenr in the ��DTit]as. TypiCally, ar��undw�ater le.�els
are sea�onal and fl�t�ruate wit�� weatller conc�litiotzs. If �;rt�undwarer is encoiinrere��i
dt�rir�� rhe cc�r�srrucrion nf� tk�e prtspased fc�tiz�darioz�, it sl�ould be reported tc� the
en�ine�r imme��i��tely.
4.4 De�ign Analysi�
4.1 Potentral �Soil Moven�er�t
To determine tkze �I�rii�k/�well porenrial c�f� rhe fot���dario�� soil, the �oil prt�perties
derermitzed irnm tlze. la��c�rarory rest� were use��i as inptit ���ilt�e, �nr VC]LI�L�) 1.5
softw��re a� t����cl����c�� l�y Cseostr�i�tur��l Tool Kit, I��c. This sc�ftw��re use: tlie.
uns��turate�� snil m�ch��ni�s thec�ry to cietermis�e the Ec��e Mc�isture (e,,,} �ariati��n
�ii�t��nce an� the L)iff�r�iitial Soil Mc���e�nent �y,,,}, tli�it are u�ec� in the de�ign ot p�ast-
tensiane�� �c�i�cr�te sl��l�s. 7�lzese E���r�imeters ��re then e�-alu��te�i fnr a c�nter lift
�c�z�clition �itid �3iz eci�e lift ��nditit�rl. lf ��iesi�tliii� a PTSL)C� foi«lciatic��1, tl�e PTI 3'`E
Editian Mar�u�il includin� R.d��lend��m � 1 shnuld t�e ti�sed to de�i�n rize ft�t�zi��ation
fro�� these soil ma��ement parameter�. Tliese parair�erers are furtkier define�� l�elnw.
V�,l�«�:
� Ed�� M«isture (e,,,}, fe�t -�The c�i�t�illl'C frc�rn wl�i�h �n��ist�ire i� �x��ecte�� t��
mi�rate thr��u�l� the ;oil ��s mea�urec� ii� fee.t.
i� L)iffereneial Verrical Mo�ement (y,,,}, incl�e� - The eseirnated di�rattice th��r the
�nil surface will mo��e. frc�n� its as-L�t�ilt condition as rneast�rec�l it� inclies. Sc�rh
the equili��riu�xi cot�c�litinn anrl the extreme coi�t�litions are shnwn bel«w. The
eyui�iX�rium coi7ditian as5uines th��r th� soil anoisture c��ntent ic� the ar.ti��e
zone i� �it nr near equilil�rium at tl�e time ��f cc�nstructiof�. Tl�e cxtrem�
cc�nc�itinn is reflerti�e oi= �� s�iction ch��a��e fr«m �inusu��lly mnist nr ciry snil: t�3
a« �intisually ��ry- ❑r n�oi�t :oil. If this c��ndition i: a��ti�i�rited, it i�
recc��nmen��e�� tc> �ise the extrem� differential �ertical mca�en�ent (y,,,} value:
f�7r de�i�ti.
t�t���dirions:
:- �:enrer I�ifr {C:} -- The �iruari��� rhar accurs v��hen the �t�il under rhe cenre.r
sectic�n ��f the foun��ation swells u��, with dryer e�ige mc�i�ture c�>naiTic�n:.
� E���� Lift [E} - The �itu��ti��n th��t nc:c��r: whei� the soil ��rntii�zd t17< <d�e of the
fc�un��ati���� ywell� u��, with ciryer cei�ter nt slal� moisture cc�nditions.
The �alt�es that were determiz�ec�l t�sin� the criti�al site-s��ecific �alues are provic�e��
l�elow iiti Tal�le 4.1: PTI I7esi�n T'arameters.
5T 1 S•O 1��fl Pa �e �) nf 13
'Table 4.1: PTI i7esi��� Parameters
Center Edge
Lift Li€t
cI», fcct II !.� I 4.0
n,, inches (equilibriurn] +I p.73 � (}.y7
y�,, inches �extrenne) �� 1.60 � ?..56
The Pat�nti��l Vertical Rise PVR (frc�in �TEX 1?4-E} {or the fir•t 10 f��t af this sail w��s
derermiized t�� L�e ?.3 inche�. Please see Secriot} I.3 for a descri�rion ❑f�t��is
�alcularit�ti.
4.Z Sorl Bearrng Ca�acrty
The �illt�wal�le ��eari��� ca��aciry• of rhe �ite soil wa� c�eter�xlined from t�ynamic {:c�ne
Penetrartzeter re��c�inas rakeil in rlie field. llsin� tf�e�e r�alues, prr.���i��led in the Barin�
I,o�s in A��pe��dix A, rhe allnwa��lc i�eari��� capacit}� tl�at s�}ould be u�ed far rl�e
sul�stirfac� s��il in the. fir�t 7 feet i� 13C�0 PSF.
Ba�ed c�n the L7ynamic C:an� Penetratie�n Tf'.Sf V�iILICti, t�rille{� �iers c�3n l�e de•i�n«i
with rhe followiz�g ��alties, after excludir�� rhe rop 5 feet t�f marerial for skin frictina�:
Table 4.2: Picr Design Parameters
Skin Friction h30 ��sf
Point Bearing 3C�8� ���f
5.D Design Recommendatians
5. I Birrldrr�g Faur�datror�
Fnun��atioi� c�pti�ms inclt���e �tri�cturaliy s��s��n��ec� slal�s, Po:t-Tensic�c�c�� 51a1� nn
LUr��de PTS�)�� (aka waffle sla��}, �nn�enti.�7t��illy reinfnrce�� waftle sl����s, pier azlci
��eaFt�, and otl�ers. A srructurally su�pended sl�ib will pror�icle the least risk ot
differenrial tnc,vemer�r; as sucl�, ir i� always a�aod rec�mmen��€arion in areas wirh
�icti�Te soil:. A.5 soils lxcomc more acti�Te, tl�e structur��lly SLlS�7CL1C�f'.C� sl�il� l�e�ome:
rnc�re cnst efferti�=e.
The design soil has a liigh pla�tzcity inc�ex of � 1, which may result in large
mo�ements in the soil whcn maisture �anditians change. A suspendcd s�ab, as
mentioned aba�e is one optian for this site, as the sla6 and grade beams are
iso'iated fram sail ma�°ements. The use of soil modification inight also 6e
considered by tlie design engineer. Sail modificatior� is a means by r�rhich the
propertics af thc soil can be iinpro�=cd significantly using one ❑f tlic fo�lo��ing
rnethods:
5T 1 S•O 1��fl P�� �e � 4 nf 13
I. Remoa��tl of tii� cluy sni�s to u cie�ith of � feet ar�cl re�lucang it s��it�z r� se�ect fi�� of c�rty�y sctnr2
s[ri� i�.un ing rz Pl t�etave�n ¢ unr� l5 rin�i muxii�tiasm prrrtic�C size of i incii. TI�e fii� soi�,s
ai��ruf�i n�4ci tc� �3e cr3mprtcte� to ut Z�ust t2�e miriimunti vf 95°I� stcerufurc2 �iro�tor �ASTM
DG9S) at u rrioisture eontznt af -2`% to +4`% af optir�iurrt rrtiaist�tire.
2. �Tltirois�li injectior�s af water irito t1�e soi� to deptl�,s of approxirr2ateZy IO feet usua�dy
rec�uiriri� ui deczst 4 pusszs ir� t�� o rZirer.tior�s. This pre-su�et�s ti� cl�y sai�s. C�Czy soi�s hua�e
�oau �iern�.ea��i�ity, recjuiring muiti�i�� prtsses tr� ieni{nrmiy crn��r th� urea.
3. Th.rou,��. it�jeCtic�n,s of c� cf�micaZ sr�lutio�� cnntuinin,� [�r�trassi�sm or r�aiuter� su�furic ucid ty[�e
cliemicuZ, in u simi�r m�t�zo{� cts a.c�ctter ir�j��tiori, tv t�e[�t�ts of a�[�roxirnut�iy i D fect.
Ch.zmicat inj�ctian c�uznges tl�e prope.rties of t12e soil, reetucing tlie p�zsticity.
The mo�t ��c�pitlar f«uzidarion construcred in r��e nortl� central Texa� re�ic�n i� rlae
�4�affle �la�� �a��d espe.cially rhe Post Ter�sione�� Slab c�n L�rac�le}. t'TSi�C� founc2arioz,s
iutx�i an increus�ci r-rsk uf nw4��znent rtnd r�astress cuzsse�� �r� th.e. sau4j�ing ctnci shrir�king nf ctctae��
soi�,� r��uter� tr� chctnges in rnr�istzsrc cnr�tcnt. 7�1�y rc�y nn t2u t�ui�CL�r unr� nau��er tn fn2�oa� sna�
rrtiuistzsre rnairitenar�.ce guic�elirties rluring cinc� e7ft�r constrt.ti�.tiori. Ty-pic:aL mc�isti�rc
m��inte��ance �uidcline� are as ��resented in Section 5..3. A����ir.ie���ally, it is «f utmnst
im�,c�rr�n�� ch�,r th� �;rad� �7C.�1lIl� f�>r �his ty��e of sla�� b� em��ec�c�«� �i minimum nf I ry
inches inro ut���i,tur��ed ,tiil��rade c�r l�e ,�ip�orted k,y� �,iers.
R.� r��e .I'TSUC� ft�tmdation has a lower it�irial cn�t ai�c� tl�e a�sr�ci.�3tec1 ri•k level is
�y�����lly �nn�i���r«� rea5nn�����e, ex��erienu with fL]LlI7C�ations rhrou�hout �h� North
Cet7tral "Tex�i� re,�ic�i� �ii��est� th��t P"TSL7Cis ��re c���z�il�le «f su��portin� mc�st
resi��enti�il �;nd li�ht �c�minercial structures with �ninim��l cffect� fr��m the •u�+porting
:;nils. If rl�is ty��e c�f tnundatinr� i� chc�sen, th� PT5t7L �:h��t�lci l}e c�esi�n�e� l�y �3
��rofessinF}al en�;ineer whn h��s experience wirh ��osr-ten�ioned �oncrc.rc foirnt�larions
and s�ioulr� fnllow the gi�idelines set forth in the "Desi�n of Post•Tensionec� Sla��s-��t�-
��ra��ie, Tl�irci Edirion" �«,��t,a�t1� Ac�ldenc�um #1), as publi�lied by° the Post-
Ten•ic7nin� I��stitute (P'TI}. L]«��er tipecial conditic�ns �uch as low �,1�,5r[�iry ��nd
witl7c�ut �,iers, �l Ll17lfC)1'fll Ti71CiCI7E�ti SI�1�7 ll7�ly �7t'. LISeL�.
C7th�r found��rr���� ����r[t���� �n�,y- �,1��� ht ���,1���,�td hy rhE tn��ndation en�ineer and the
fin��l selecric�rz SIlUi11L� ��e tilade basec� ori el1e. s���ind et��itieeriiz� principles ir�
cnr�jut�crion with rhe risk tactor acceprak�le rc� the owx�er ant�l tniilder.
S.2 �.r.illed P.rerS
����st-it�-place cat�crere. piers are ��n excelle��r way to supple�nenr the srri��niral
prc�pertic.s «{ �� l�uilc�ia�� fnii�7dation. Drilled pier� <<�n l�e in:t�,ll�d t�� strii�tur��ll},
sus��end �l 11Li11L�1[7� fC7Lillt�atinn tn ��re�e��t conta�t with an �u�st��hl� snil, ��s in the c��se
c�f the 5tru�tur��lly 5u���c��dec� Fc�un��ation. Pier� c��n alsn lie used tn �LI�}�7i[I11f'.17T a
PTS�)Ca tll��t l�as l�een cor�structed ��rl t�rz�tal�le �oil ��y pre��et�rinh the dnwnw��rd
�c:trlerr�ent rhar t�c:curs wL�en a slab experiences eciae drop. Experiettce sua�e�t� r��ar
ui�less an unsra��le sail is present, ,uch as inadequarely� coxnpactec�l fill materi��l, most
PTS�)C�s I�eha�e ,imil�irly �virh or wirhoiir clrillec�l l�iers. H��we��er, rl�e use nf pier� ft�r
su���+lcinental su���ort will ne�er l�e L�ISI:(]LkC�I�LCI if thc nwner c����nses ro r.on�truct
5T 1 S•O 1��fl Pa �e I 1 nf 13
r��eFn. If sit� canc�itions ti�7(}W l'D1l�LL�LC�ll7�t c�r���ni�s c�r w��rrant fi11 in exc�ss of l�i
in�he� in the fc�u����ation �irea wh[�h �,re��e«t� thc. ��ottc��n of �ra��e ��eam� tc� 1��.
fC)ii1lL�L'�� intn at l�ast 1? i��cl7es c�f undisturl�ed s��il, cirillc�� piers sh��uld ��e
cc�n,ic�eret�l. Said piers �hoult�! ��e desihne�� ��y rhe fou��clarioi� eF��iizeer.
5.3 Site Preparation and Marntenance
The l�uildin� fouz�datio�� fnr the prapo,erl �rructure skinuld ��e ct�r�structeci as
��re�ic�ti5]y de�cri��ed. 1-Ic���ever, rllere are se��eral addiric�nal precaurion� tl���r ,h«tilr�
l�� co�isiciered whcn L�C'VCI()�1117� �i residenti��l or li�ht cnmmer�i��l pro��erry. The
fo�urt��itinn soil �an 1�e influ�nce�� l�y in��irect metl���d::���h as, l�iit not liniited tn, fill
�om��a�tinn, 5ite c�r�;ina�e, �xi�tin� tree�, r�mn��ec� treec, l�inds�a�e l�e��s, l���ki��a ��i�}e�
and clitziaric condiric}n�. The objectrtie of a pro,�er rrzarntenance pragra.m rs to
maintarn as near const�nt moisture conterit �s passible far the soil under thr�
foundation.
Tlic tc�llc�w iii�: ia �� lisr c�f ir�iii� rc� l,c �c�n,i��cr�t� w•l�cii ��I�iiit�iit=� ��rc���cr tcxiiu�atit�i�
I11�111Tf iZRIIi.L:
1. Uraii�age:
■ Iti�i•�r .�llc�ti• w•arcr rci �x�iicl nc�r c�r a�aii��r tcxin�i�iti��ai ,1al�s.
•'vlainr��in posiri�°e draii�a�e away trnm rl�e tOIII�C�atini�. Tl�e miz�ii�it���ti s�o��e shall l�e
5°/o t��r �i cli,t��iz�� c�f 10 fcct frc�rri rl�c cc��c c�f rlic f��tin�i�iti��ai. (.5°/n cc�iials a 6-iii�li
dro�� i�� 1 � teet}
� Where a huriaotlt��1 �ist��nce nf lfl feer is not pnssi��le, �� l�e.rm nr s�•ale shall l�e
�oiisrrti�r�ci w•1ii�li ��rn� idcs �l IT1i171I1111I11 2°/o slo�>c �om•cyir�g nc� w•�3rcr rc� aii xc:c:c��tal�l�
outfall.
■ Tl�e ii�srallarion az�c� mai.��te��a�ice nf �utters �lll� L�L7�L'LlS�1DLITS ��re hi,�hly recomrnende��;
rh�y �l�r.aiild i,c kc},t ticxr ��ix� dis�li��r�c watcr away frc�in nc� fc�tiiiclaric�i�.
2.I.ands�api�g:
■ There slzould l�e a minimum distance of 6 iz�ches �}ena�eez� rhe r�zp of the slau �-�i�d the
�rt�u nci.
• La��ciscape l,eds m�ist alsn i��aizitain the i��inimiim positi�•e slo��e �t 5°/U away frnm rhe
trztit�c��tric�il.
• Vfll�cn liiiui���i��� l�ct�� �irc ��dx�c�l atijacei�r tc� thc tcxtnd�ri��n, nc�y shcxilcl l�c cytii}����c�
v��ith a mnisrure �,arrier ai�d/or ar�a dr��in� wlzicl� con�•ey �,��<�rer by i�ieans c�t buri�� l.�ipe
rc� ,in s�ctc}�tal�l�. otirfall.
■ Ar�.�� clr:�i�7s �nusr ��c �I�t�kccl ��cric,�ii�.illy rc� cnsiir� rl�.ir r1ic�° rciri��ii� Fiiii�ric�i�.�1.
• Trees rei��o��e moi;rtire fro�n the �roiinc� in nrder to sun�i�°e, a��d shot�id rlieret�re l�e
�•xr�rccl rc��il�irl}'.
• Trees should ��e placec� at a disrai�c� ��o closer to the foundarian tl�an rhe tull liei;l�t of
rl�c ir��iriirc rrcc.
� If cxi�riii� trcr rctiio�•�i1 i� izr�t �ii7 ��c�cpr��l�lc c}��tit}i�, x rt�or gi�ard s}'�tcii� sl�ntilc� l�c
cnnsrrucred around the toun�iation in rhe area ❑f rhe tree[s}. Replace and com��act any
lt�osc fill �dja«i�r rc� thc tcxirul��tit�n witli n�3ri�•c sc�il. W�trr is tc�trvcyc�� qitickly
thrau�i� ���F�d «r gr��i�ular inatzrial�; these n�arerials s�zould iatzr l�e use�� adjacenr to tlie
fou��c�arian unless �lCCC7�ll���lI7i�t� �]1' �lil ap��rng�riate drain system.
5T 1 S•O 1��fl Pa �e 1? nf 13
3.5easoi�al Chan�;es:
• A��nid cx�cs5i�•e cin'1ll�T :llC)L111L� i�l� }�criiii�tcr ��l tli� fc�iiiui�itic�i�; w•l�cti sc�il }ni11, �iw��y
frcztn fniuicixric�t� ir is rt7c� dr}-.
• �x�cs�i�•c nic�isriir� i� �i1,c� .i ��r��C�l�a��; tli�rcfc�r�., �3�ni�� c��•�ru•ar�riii�, CVCli L�IEIIIl�T dry
�e��sons.
4.5wii�imni�; �t�oLS, pipe systems and sprinkler Iines:
■ Rcxirii�cl}• �l�cck tt�r Ic�ks.
AIl �rc}perty owners shoi�ld coi�diFct a year�y sunrey of their foitt�c�larioal anc�l perform
any Tnainrenance nece,sary ro impro�re draii�a�;e �ii�c� ��re�ent rF�e ��nndin� of water
at�jace��t to these structiire•. Tlri.s is especially irnportant dirririg thc first fir�e (5j
years after corrstrurt.ron hecause this rs usually the trme when the most severe
ac�justrnertt �ietrveen tlze new faund�7tran ax�d rts suppt�rtirrg sorl acrcrrs.
5.4 Inspectrons and Te.strr�g
TIlC'. Fl1O5t L'��refully prep��red plan� ha�� no c�alue if rhey are nor f«llawed. E��en if all
major components are �re•etit, the. reaulr� cail be a disasrer if tkaey �re izat assem��le��i
in tl�e proper order and fasl�iol�. Tllerefore, ir is recommerit�led thar rhe fot�nc�ation
l�e i��s��ecrec� before an} majc�r r.czi�crete pot�r r�� r�erify rhe dimen�ians c�f� rhe
struct�iral mem�ier� of the �lal� and to �erify the. ��la�einent of the reiilforcin� �t�el c�r
c��l�le. If tl�e re�ic�enre i� tn ��� C:()F75TCLLi:t�L1 WZ�hl17 �� c:iry-'� E"TJ, the �iry will ty-��icaliy
requir� a city ins��ectian. Whitworrh En�ine�rin� �an �rcnide in:pe�tion scr��ices {or
re,idenrial nr li�lit c��mmercial foun�-�arior�s ae rhe awi�er's reclue�t. Testii�� of rhe
�c�ncrete zi�ix i� nnly° required l�y a�ew l«cal iiiunicipaliCies. �kzit'wc�rtl� Eri�itleerinh
can �l�o pz-r�� irlE: �aicl te,riz�� sen�ice.
f.0 Report Qualifications and Limitations
This in�=e�ti�;��tion w��s �nndurxe�� in ��c-c.c�r�i�ll7�E: �rith �encr�illy accc�ted ����rELh��i�.�,l
��r��c:ticeti ai��i procedure�. The o�+ini��ns expresse�� in tl�is report ��re h�ised «n th�
e���ineeriii� pra��ertie� 01� rhe referenced �amp�E:� in ass�3ciarion wirl� the ��lt�es c�le�el«pecl
fram recagniie� empirical formulas ��nd any ❑ther inf���rmari«�� pro��ided to Whit�orrl�
Enhitzeeriil� by the ��wner �}r his represenrari��es. T��e recc�inmendatiot�s pr�zvicle� ii1 r�is
repart are «nly applical�le to the s��ecific property for w�sick� tize. iz���esri�arit�n wa�
condu�te�� fnr the l'(]1lL11T1(31l`, ��s th�y h���� h�en r���c�rted herei�7. Th� en�i«e�ring
praperties ot soil �ire nnt �arl�ta�It; th�y ar� 1[11LLlf'.[1i:t'.L� �ly mc�i•ture a��d a nuinl�er nf c�rh�r
f�ctor� �is pr��-i��ti�51y d�S�L��S�ti. B����L�;� ��f r1��5, the recc�nime.n���itions m��c�� in thi; r��x�rt
are oa11y �alid for six Lb} r��c�nrl�s frnm rhe dare o{ tllss rep«rr. Ai�y major de�iatioils frc�m
t�e sire canditiai�s a� rhey ha��e I�eet� re��c�rted should l�e fc�rwardet�l ro Wliitworrl�
Er�;ineerin� fc�r ftirther re��iew.
5T 1 S•O 1��fl P�� �� I 3 nf 13
Log of Boring B I
Log of Boring BZ
KEY TO SYMBOLS AND TERMINOLOGY
SYMBOL L15C5 RECRIPTfON
CH FAT CLAY
CL LEAN CLAY
MH ELASiIC SIL7
ML 51L7
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LOCA7ION MAF'
N.i.S.
CITY PR�JEGT N�.
1�2254
MAPSCO NO. TAR-077J
COUNCIL DISTRICT 9
C�H� APARTMENTS
F�RT W�RTH, TEXAS
❑�V�LoP�R:
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SHEET 1 OF 3
CC]�Y R. BR�QKS, P.E. fl2-24-2Q2�
BFR
BFR
BFR
BFR
EXISTING
DRIVEWAY
EXISTING
DRIVEWAYMAY STREETST.LOUIS AVE.WEST TERRELL AVEEX. PVMTEX. PVMTNEW SIDEWALK
EX. PVMT
PARKING STRIPE
(TYP)
NEW SIDEWALK
EXISTING CURB CUT
TO BE CLOSED
NEW SIDEWALK
NEW CONCRETE
CURB AND GUTTER
NEW DRIVEWAY
PROPERTY LINE
NEW CONCRETE
CURB AND GUTTER
LOT 9
F.A. FARMERS SUBDIVISION OF
BLOCK 26 TUCKER'S ADDITION
VOLUME 731, PAGE 398
P.R.T.C.T.
BROWELL PROPERTIES, LLC
INSTRUMENT NUMBER D217009638
O.P.R.T.C.T.
NORTH 52.5' OF LOT 8
F.A. FARMERS SUBDIVISION OF
BLOCK 26 TUCKER'S ADDITION
VOLUME 731, PAGE 398
P.R.T.C.T.
FWNS PROPERTIES, LP
INSTRUMENT NUMBER
D215277852
O.P.R.T.C.T.
REMAINDER OF LOT 3
F.A. FARMERS SUBDIVISION OF
BLOCK 26 TUCKER'S ADDITION
VOLUME 731, PAGE 398
P.R.T.C.T.
THEOPHANE RAYMOND PFANG AND
JENNIVER PFANG
INSTRUMENT NUMBER
D2161106326
O.P.R.T.C.T.
LOT 10
F.A. FARMERS SUBDIVISION OF
BLOCK 26 TUCKER'S ADDITION
VOLUME 731, PAGE 398
P.R.T.C.T.
BETHANY REAL ESTATE SERVICES,
LLC
INSTRUMENT NUMBER
D215211484
O.P.R.T.C.T.
LOT A, BLOCK 2
FIELD - WELCH ADDITION
VOLUME 388-61, PAGE 56
P.R.T.C.T.
PARKER COMMONS, LTD.
VOLUME 13640, PAGE 472
O.P.R.T.C.T.G VAN REALTY, LTD. (TRACT 1)INSTRUMENT NUMBER D206034868O.P.R.T.C.T.PORTION OF BLOCK 27TUCKER'S ADDITIONVOLUME 63, PAGE 124P.R.T.C.T.STEWART FAMILY TRUSTINSTRUMENT NUMBERD212244993O.P.R.T.C.T.LOT 7A, BLOCK 27TUCKER'S ADDITIONVOLUME 63, PAGE 124P.R.T.C.T.BFRNEW DRIVEWAY
1-19-2021
B A N N I S T E R
240 North Mitchell Road Mansfield, TX 76063 817.842.2094 817.842.2095 fax
REGISTRATION # F-10599 (TEXAS)
E N G I N E E R I N G
COHO APARTMENTS
CODY R. BROOKS, P.E.
N
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
0 25 50
DEVELOPER:
WATERMARK EQUITY GROUP
CONTACT: FREDDY ELLIS
500 EAST OGDEN AVENUE, SUITE 101
NAPERVILLE, ILLINOIS 60563
(817) 228-0185
fellis@wmprops.com
FORT WORTH, TEXAS
SHEET 2 OF 3
LEGEND
6" REGULAR DUTY PAVEMENT
BARRIER FREE RAMP
EXTENTS OF CFA
EXHIBIT B
PAVING
4" LIGHT DUTY FLATWORK
LIGHT POLE
(TYP)
PROPERTY LINE
PROPERTY
CORNER
LIGHT POLE
(TYP)
57.6'57.9'48.0'54.6'20.5'49.7'12.3'48.8'3.7'LOT 9
F.A. FARMERS SUBDIVISION OF
BLOCK 26 TUCKER'S ADDITION
VOLUME 731, PAGE 398
P.R.T.C.T.
BROWELL PROPERTIES, LLC
INSTRUMENT NUMBER D217009638
O.P.R.T.C.T.
NORTH 52.5' OF LOT 8
F.A. FARMERS SUBDIVISION OF
BLOCK 26 TUCKER'S ADDITION
VOLUME 731, PAGE 398
P.R.T.C.T.
FWNS PROPERTIES, LP
INSTRUMENT NUMBER
D215277852
O.P.R.T.C.T.
REMAINDER OF LOT 3
F.A. FARMERS SUBDIVISION OF
BLOCK 26 TUCKER'S ADDITION
VOLUME 731, PAGE 398
P.R.T.C.T.
THEOPHANE RAYMOND PFANG AND
JENNIVER PFANG
INSTRUMENT NUMBER
D2161106326
O.P.R.T.C.T.
LOT 10
F.A. FARMERS SUBDIVISION OF
BLOCK 26 TUCKER'S ADDITION
VOLUME 731, PAGE 398
P.R.T.C.T.
BETHANY REAL ESTATE SERVICES,
LLC
INSTRUMENT NUMBER
D215211484
O.P.R.T.C.T.
LOT A, BLOCK 2
FIELD - WELCH ADDITION
VOLUME 388-61, PAGE 56
P.R.T.C.T.
PARKER COMMONS, LTD.
VOLUME 13640, PAGE 472
O.P.R.T.C.T.G VAN REALTY, LTD. (TRACT 1)INSTRUMENT NUMBER D206034868O.P.R.T.C.T.PORTION OF BLOCK 27TUCKER'S ADDITIONVOLUME 63, PAGE 124P.R.T.C.T.STEWART FAMILY TRUSTINSTRUMENT NUMBER D212244993O.P.R.T.C.T.LOT 7A, BLOCK 27TUCKER'S ADDITIONVOLUME 63, PAGE 124P.R.T.C.T.MAY STREETST.LOUIS AVENUEWEST TERRELL AVENUE39.1'1-19-2021
B A N N I S T E R
240 North Mitchell Road Mansfield, TX 76063 817.842.2094 817.842.2095 fax
REGISTRATION # F-10599 (TEXAS)
E N G I N E E R I N G
COHO APARTMENTS
CODY R. BROOKS, P.E.
N
( IN FEET )
GRAPHIC SCALE
1 inch = 50 ft.
0 25 50
DEVELOPER:
WATERMARK EQUITY GROUP
CONTACT: FREDDY ELLIS
500 EAST OGDEN AVENUE, SUITE 101
NAPERVILLE, ILLINOIS 60563
(817) 228-0185
fellis@wmprops.com
FORT WORTH, TEXAS
EXHIBIT C
LIGHTING
SHEET 3 OF 3
LEGEND
PROPOSED LIGHT POLE
EXTENTS OF CFA