HomeMy WebLinkAboutContract 53999-PM1PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Water, Drainage, Paving and Street Lighting to Serve
Chapel Creek Academy Blvd
City Project No. 102062
File No. K-2673
X-25929
IPRC19-0055
Water Project No. 56008-0600430-101873-001580
Sewer Project No. N/A
Betsy Price David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Water Director
William Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
June 2020
Shield Engineering Group
TBPE FIRM #F-11039-TBPLS FIRM #10193890
CSC No. 53999-PM1
00 00 10- 1
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 1 of 5
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised September 1, 2015
SECTION 00 00 10 1
TABLE OF CONTENTS 2
DEVELOPER AWARDED PROJECTS 3
4
5
Division 00 - General Conditions 6
7
UTILITIES & PAVING 8
00 11 13 Invitation to Bidders 9
00 21 13 Instructions to Bidders 10
00 41 00 Bid Form 11
00 42 43 Proposal Form Unit Price 12
00 43 13 Bid Bond 13
00 45 11 Bidders Prequalification’s 14
00 45 12 Prequalification Statement 15
00 45 13 Bidder Prequalification Application 16
00 45 26 Contractor Compliance with Workers' Compensation Law 17
00 45 40 Minority Business Enterprise Goal 18
00 52 43 Agreement 19
00 61 25 Certificate of Insurance (Use actual Acord Form) 20
00 62 13 Performance Bond 21
00 62 14 Payment Bond 22
00 62 19 Maintenance Bond 23
24
ELECTRICAL & STREET LIGHTS 25
00 11 13 Invitation to Bidders 26
00 21 13 Instructions to Bidders 27
00 41 00 Bid Form 28
00 42 43 Proposal Form Unit Price 29
00 43 13 Bid Bond 30
00 45 11 Bidders Prequalification’s 31
00 45 12 Prequalification Statement 32
00 45 13 Bidder Prequalification Application 33
00 45 26 Contractor Compliance with Workers' Compensation Law 34
00 45 40 Minority Business Enterprise Goal 35
00 52 43 Agreement 36
00 61 25 Certificate of Insurance (Use actual Acord Form) 37
00 62 13 Performance Bond 38
00 62 14 Payment Bond 39
00 62 19 Maintenance Bond 40
41
42
00 72 00 General Conditions (Optional) 43
00 73 00 Supplementary Conditions (Optional) 44
00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 45
46
47
48
49
00 00 10- 2
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 2 of 5
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised September 1, 2015
Division 01 - General Requirements 1
01 11 00 Summary of Work 2
01 25 00 Substitution Procedures 3
01 31 19 Preconstruction Meeting 4
01 31 20 Project Meetings 5
01 32 16 Construction Progress Schedule 6
01 32 33 Preconstruction Video 7
01 33 00 Submittals 8
01 35 13 Special Project Procedures 9
01 45 23 Testing and Inspection Services 10
01 50 00 Temporary Facilities and Controls 11
01 55 26 Street Use Permit and Modifications to Traffic Control 12
01 57 13 Storm Water Pollution Prevention Plan 13
01 58 13 Temporary Project Signage 14
01 60 00 Product Requirements 15
01 66 00 Product Storage and Handling Requirements 16
01 70 00 Mobilization and Remobilization 17
01 71 23 Construction Staking 18
01 74 23 Cleaning 19
01 77 19 Closeout Requirements 20
01 78 23 Operation and Maintenance Data 21
01 78 39 Project Record Documents 22
23
Technical Specifications which have been modified by the Engineer specifically for this Project; 24
hard copies are included in the Project’s Contract Documents 25
26
32 13 13 Concrete Paving 8” Road Section 27
28
Technical Specifications listed below are included for this Project by reference and can be 29
viewed/downloaded from the City’s Buzzsaw site at: 30
31
htps://projectpoint.buzzsaw.com/client/fortworthgov/Resources/02%20-32
%20Construction%20Documents/Specifications 33
34
Division 02 - Existing Conditions 35
02 41 13 Selective Site Demolition 36
02 41 14 Utility Removal/Abandonment 37
02 41 15 Paving Removal 38
39
Division 03 - Concrete 40
03 30 00 Cast-In-Place Concrete 41
03 34 13 Controlled Low Strength Material (CLSM) 42
03 34 16 Concrete Base Material for Trench Repair 43
03 80 00 Modifications to Existing Concrete Structures 44
45
Division 26 - Electrical 46
26 05 00 Common Work Results for Electrical 47
26 05 10 Demolition for Electrical Systems 48
26 05 33 Raceway and Boxes for Electrical Systems 49
26 05 43 Underground Ducts and Raceways for Electrical Systems 50
00 00 10- 3
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 3 of 5
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised September 1, 2015
1
Division 31 - Earthwork 2
31 10 00 Site Clearing 3
31 23 16 Unclassified Excavation 4
31 23 23 Borrow 5
31 24 00 Embankments 6
31 25 00 Erosion and Sediment Control 7
31 36 00 Gabions 8
31 37 00 Riprap 9
10
Division 32 - Exterior Improvements 11
32 01 17 Permanent Asphalt Paving Repair 12
32 01 18 Temporary Asphalt Paving Repair 13
32 01 29 Concrete Paving Repair 14
32 11 23 Flexible Base Courses 15
32 11 29 Lime Treated Base Courses 16
32 11 33 Cement Treated Base Courses 17
32 12 16 Asphalt Paving 18
32 12 73 Asphalt Paving Crack Sealants 19
02 41 15 Remove Asphalt Paving 20
32 13 13 Concrete Paving 21
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 22
32 13 73 Concrete Paving Joint Sealants 23
32 14 16 Brick Unit Paving 24
32 16 13 Concrete Curb and Gutters and Valley Gutters 25
32 17 23 Pavement Markings 26
32 31 13 Chain Link Fences and Gates 27
32 31 26 Wire Fences and Gates 28
32 31 29 Wood Fences and Gates 29
32 32 13 Cast-in-Place Concrete Retaining Walls 30
32 91 19 Topsoil Placement and Finishing of Parkways 31
32 92 13 Hydro-Mulching, Seeding, and Sodding 32
32 93 43 Trees and Shrubs 33
34
Division 33 - Utilities 35
33 01 30 Sewer and Manhole Testing 36
33 01 31 Closed Circuit Television (CCTV) Inspection 37
33 03 10 Bypass Pumping of Existing Sewer Systems 38
33 04 10 Joint Bonding and Electrical Isolation 39
33 04 11 Corrosion Control Test Stations 40
33 04 12 Magnesium Anode Cathodic Protection System 41
33 04 30 Temporary Water Services 42
33 04 40 Cleaning and Acceptance Testing of Water Mains 43
33 05 10 Utility Trench Excavation, Embedment, and Backfill 44
33 05 12 Water Line Lowering 45
33 05 13 Frame, Cover and Grade Rings 46
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 47
33 05 16 Concrete Water Vaults 48
33 05 17 Concrete Collars 49
33 05 20 Auger Boring 50
00 00 10- 4
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 4 of 5
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised September 1, 2015
33 05 21 Tunnel Liner Plate 1
33 05 22 Steel Casing Pipe 2
33 05 23 Hand Tunneling 3
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 4
33 05 26 Utility Markers/Locators 5
33 05 30 Exploratory Excavation for Existing Utilities 6
33 11 10 Ductile Iron Pipe 7
33 11 11 Ductile Iron Fittings 8
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 9
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 10
33 11 14 Buried Steel Pipe and Fittings 11
33 11 15 Pre-stressed Concrete Cylinder Pipe 12
33 12 10 Water Services 1-inch to 2-inch 13
33 12 11 Large Water Meters 14
33 12 20 Resilient Seated Gate Valve 15
33 12 21 AWWA Rubber-Seated Butterfly Valves 16
33 12 25 Connection to Existing Water Mains 17
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 18
33 12 40 Dry-Barrel Fire Hydrants 19
33 12 50 Water Sample Stations 20
33 12 60 Blow-off Valves 21
33 31 12 Cured in Place Pipe (CIPP) 22
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 23
33 31 15 HDPE Pipe For Sanitary Sewers (Gravity and Force Mains) 24
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 25
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 26
33 31 22 Sanitary Sewer Slip Lining 27
33 31 23 Sanitary Sewer Pipe Enlargement 28
33 31 50 Sanitary Sewer Service Connections and Service Line 29
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 30
33 39 10 Cast-in-Place Concrete Manholes 31
33 39 20 Precast Concrete Manholes 32
33 39 30 Fiberglass Manholes 33
33 39 40 Wastewater Access Chamber (WAC) 34
33 39 60 Epoxy Liners for Sanitary Sewer Structures 35
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 36
33 41 11 HDPE Storm Sewer Pipe 37
33 46 00 Sub drainage 38
33 46 01 Slotted Storm Drains 39
33 46 02 Trench Drains 40
33 49 10 Cast-in-Place Manholes and Junction Boxes 41
33 49 20 Curb and Drop Inlets 42
33 49 40 Storm Drainage Headwalls and Wingwalls 43
44
Division 34 – Transportation 45
34 41 10 Traffic Signals 46
34 41 13 Removing Traffic Signals 47
34 41 20 Roadway Illumination Assemblies 48
34 41 30 Aluminum Signs 49
34 71 13 Traffic Control 50
00 00 10- 5
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 5 of 5
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised September 1, 2015
1
[Appendix to be included for all projects] 2
3
Appendix 4
GC-4.01 Availability of Lands 5
GC-4.02 Subsurface and Physical Conditions 6
GC-4.04 Underground Facilities 7
GC-4.06 Hazardous Environmental Condition at Site 8
GC-6.06.D Minority and Women Owned Business Enterprise Compliance 9
GC-6.07 Wage Rates 10
GC-6.09 Permits and Utilities 11
GC-6.24 Nondiscrimination 12
GR-01 60 00 Product Requirements 13
14
END OF SECTION 15
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
idlist Item
No.
00 42 43
DAP - BID PROPOSAL
Page 1 of 7
Specification I Unit of Bid I Unit Price, Bid Value
Section No. I Measure I Quantity
UNIT I: WATER IMPROVEMENTS
1 [0241.1118 4"-12" Pressure Plug
024114 EA 1 $500, 00 $500.00
3305,0109 Trench Safety 33 0510 LF 470 $2.00 $940.00
3311.0001 Ductile Iron Water Fittings w/ Restraint 3311 11 TON 0.25 $5,500,00
$1,375.00
4 3311.0261 8" PVC Water Pipe 3311 12 LF 470 $36-00 $16, _t2q, 00
5 3312.0117 Connection to Existing 4"-12" Water Main 33 EA 1 $1,000.00 $1,0w.00.0
6 3312.3003 8" Gate Valve 331220 EA 2 $1 f25O,OO $2,500.00
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C] rY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22,2019 Academ4cy_,Bid Proposal —Utility ((*2)
00 42 43
DAP - BID PROPOSAL
Page 2 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item In -formation Bidder's Propowl
Bidlist Item Description Specification Unit of Bid Unit Price Bid Value
No. Section No. Measure Quantity
TOTAL UNIT 1: WATER IMPROVEMENTS $23,236.00
CrrY OF FORT WORTH
STANDARD CONISTRUCTION SPECEFICAInON DOCLUFNTS - 1)1-,VF-1.0PHR AWARDED PROJECrs
Form Venion May 22,2019 Acadetney_Bid Proposal—Utifity (002)
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
004243
DAP - BID PROPOSAL
Page of 7
Bidder's Proposal
Didlist Item
Description
Specification
Unit of
Bid
Unit Price Bid Value
No.
Section No.
Measure
Quantity
UNIT If: DRAINAGE IMPROVEMENTS
1
3305.0109 Trench Safety
330510
LF—
825
—12.00
$1,650.00
2
3341.0201 21" RCP, -Glass -1lI
334110
LF
55
$55.00
$3025.00
3
3341.0205'24" RCP, Class 111
33 41 10
LF
162
$60-00
$9 , 720.00
3341.0208 27" RCP, Class 111
334110
LF
472
4
$70.00
$33,040-00
5
.3 34 TO-365- 'R" -k 6 SS 1
334110
LF
136
$90-00
$12,240.00
4#
i349.0(TOI �for��Junction x
33 4910
ET
3'
$6,000.00
$18,000.00
T- 'T3
9.6061 ecessed Inlet
R'
334920
EA
1
$4,200.00
$4,200.
3349.6003 20'Recessed Inlet
33 49 20
EA
1
$6,400.00
$6,400.00
-io -
12
-�3
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUWNTS - DEVELOPER AWARDED FROWFS Acz&mey_Aid Proposal —Utility (002)
Form Version May 22,2019
OD 42 43
DAP - Ell) PROPOSAL
Page 4 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bit does Application
Project Item Information Biddees Proposal
Bidlist Item; Description Specification Unit of Bid Unit Price Bid Value
No, Section No. Measure Quantity
TOTAL UNIT 1111: DRAINAGE IM''PROVEMENTS $88,275.00
CITY OF FORT WORM
STANDARD CONSTRUCTION SPECTICATION DOCUWN7S - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 Azademy .. Did Fropoul—Utility (M)
ApIdWyNAVIrk
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
004243
DAP - SH) PROFOSAL
Page 5 of 7
Bidder's Application
Project Item Information I Diddees Proposal
Bidlist Item
D
Description
n Specificatio
Unit of Bid Unit Price
Bid Value
No.
Section No.
Section
Measure.
UNIT III: PAVING IMPROVEMENTS
3211.a400 Hydrated Lime
321129
TON
o. 72
$180.00
$12,960.00
2
3211.0502 8"Lime Trea ent
32 11 29
SY
3612
$3,50
$12,642.00
3213.0103 8" Conc Pvmt
321313
SY
3206
$48,00,
$153,888.00
32 13 20
SF
10567
$3.10
.
$32,757.70
5
T213.0506 Barrier Free Ramp, Type P-1
321320
EA
2
$ 200.W
$2,400.00,
6
3217,0002 4" SLD Pvrnt Marking HAS (Y)
32 17 23
LF
1130
$2.00
$21260.001
7
3217-2103 REFL Raised Marker TY 11-A-A
32 17 23
EA
30
$4.00
$120.00
8
3291.0100 Topsoil
32 91 19
CY
405
$24.00
$9,720.00
9
3441.4003 Fumishlinstall Alum Sign Ground Mount City
—1 -Tr-affi—c'C-onir-ol
34 41 30
-34
EA -7-
2
$750.00
$1,500.00
10
i � T1 0000
--- -In -0- -B -r
71 13
M0
-1
$2,000.00,
$2,000.00
11
--- -
9999.0001 s t-a fl E a r i-c-a-d
----- - — — - -- - — --- --.,
- 00 00 00
EA
2
$5001.00
12
e
9999.0002 Remove Existing FOR Barricade
00 00 00
EA
1
$200-00, 1-410000.00.
$200.00
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECWICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 Academey.Aid ProposaJ—Utirity (002)
00 42 43
DAP - BID PROPOSAL
Past 6 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE Bilk idder" Application
Project Item information Bidder's Proposal
Item Description Specification Unit of Bid Unit Price Bid Value
No. Section No. Measure Quantity
TOTAL UNIT III: PAVING IMPROVEMENTSE$2311-04.—O I J
CITY OF FORT WORTH
STANDARD CONSIRUCTION SPECIFICATION DOCUWNTS - DEVELOPER AWARDED PROJECTS
Form V"on May 22, 2019 Academey_Did Propm�aLUt&ty (002)
W 42 43
DAP - BID PROPOSAL
Page 7 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Brdder"s Application
FProject Item information Biddcr's Proposal
Bidlist Item Spocification Unit of Bid
Description Unit Price Bid Value
No. Section No, Measure Quantity
Bid Summary
UNIT 1: WATER IMPROVEMENTS $23*235.00
UNIT 11: DRAINAGE IMPROVEMENTS $88,275.00
UNIT fit: PAVING IMPROVEMENTS $231o447.7
$342,957.701
This Bid is submitted by the entity named below:
BIDDER: BY: ?-'!r0V+ Huggins
5327 Wichlt,� SL
Yo ri, lik" t) rt Ili, TX 'i C I 19 TITLE: Prtl4ifent
DATE: A a 17-040
Contractor agrees to complete WORK for FINAL ACCEPTANCE within calendar days after the date
CONTRACT commences to run to provided In the General Conditioni.
END OF SECY10N
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCLMENTS - DEVELOPER AWARDED PROJEM
Form Vm6on May 22,2019 Acad=eyjBid Proposat_Ud&y
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0045 11 -1
BIDDERS PREQUALIFICATIONS
Page 1 of 3
SECTION 00 45 11
BIDDERS PREQUALIFICATIONS
Summary. All contractors are required to be prequalified by the City prior to submitting
bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification
Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is
not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder
Prequalification Application in accordance with the requirements below.
The prequalification process will establish a bid limit based on a technical evaluation and
financial analysis of the contractor. The information must be submitted seven (7) days prior
to the date of the opening of bids. For example, a contractor wishing to submit bids on
projects to be opened on the 7th of April must file the information by the 31 st day of March
in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
Prequalification Application, the following must accompany the submission.
a. A complete set of audited or reviewed financial statements.
(1) Classified Balance Sheet
(2) Income Statement
(3) Statement of Cash Flows
(4) Statement of Retained Earnings
(5) Notes to the Financial Statements, if any
b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
of Incorporation, Articles of Organization, Certificate of Formation, LLC
Regulations, Certificate of Limited Partnership Agreement).
c. A completed Bidder Prequalification Application.
(1) The firm's Texas Taxpayer Identification Number as issued by the Texas
Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification
number visit the Texas Comptroller of Public Accounts online at the
following web address www.window.state.tx.us/taxpennit/ and fill out the
application to apply for your Texas tax ID.
(2) The firm's e-mail address and fax number.
(3) The firm's DUNS number as issued by Dun & Bradstreet. This number
is used by the City for required reporting on Federal Aid projects. The DUNS
number may be obtained at www.dnb.com.
d. Resumes reflecting the construction experience of the principles of the firm for firms
submitting their initial prequalification. These resumes should include the size and
scope of the work performed.
e. Other information as requested by the City.
2. Prequalification Requirements
a. Financial Statements. Financial statement submission must be provided in
accordance with the following:
(1) The City requires that the original Financial Statement or a certified copy
be submitted for consideration.
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised April 2, 2014
0045 11 -2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
1 (2) To be satisfactory, the financial statements must be audited or reviewed
2 by an independent, certified public accounting firm registered and in
3 good standing in any state. Current Texas statues also require that
4 accounting firms performing audits or reviews on business entities within
5 the State of Texas be properly licensed or registered with the Texas State
6 Board of Public Accountancy.
7 (3) The accounting firm should state in the audit report or review whether
8 the contractor is an individual, corporation, or limited liability company.
9 (4) Financial Statements must be presented in U.S. dollars at the current rate
10 of exchange of the Balance Sheet date.
11 (5) The City will not recognize any certified public accountant as
12 independent who is not, in fact, independent.
13 (6) The accountant's opinion on the financial statements of the contracting
14 company should state that the audit or review has been conducted in
15 accordance with auditing standards generally accepted in the United
16 States of America. This must be stated in the accounting firm's opinion.
17 It should: (1) express an unqualified opinion, or (2) express a qualified
18 opinion on the statements taken as a whole.
19 (7) The City reserves the right to require a new statement at any time.
20 (8) The financial statement must be prepared as of the last day of any month,
21 not more than one year old and must be on file with the City 16 months
22 thereafter, in accordance with Paragraph 1.
23 (9) The City will determine a contractor's bidding capacity for the purposes
24 of awarding contracts. Bidding capacity is determined by multiplying the
25 positive net working capital (working capital = current assets — current
26 liabilities) by a factor of 10. Only those statements reflecting a positive
27 net working capital position will be considered satisfactory for
28 prequalification purposes.
29 (10) In the case that a bidding date falls within the time a new financial
30 statement is being prepared, the previous statement shall be updated with
31 proper verification.
32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be
33 submitted along with audited or reviewed financial statements by firms wishing to be
34 eligible to bid on all classes of construction and maintenance projects. Incomplete
35 Applications will be rejected.
36 (1) In those schedules where there is nothing to report, the notation of
37 "None" or "N/A" should be inserted.
38 (2) A minimum of five (5) references of related work must be provided.
39 (3) Submission of an equipment schedule which indicates equipment under
40 the control of the Contractor and which is related to the type of work for
41 which the Contactor is seeking prequalification. The schedule must
42 include the manufacturer, model and general common description of
43 each piece of equipment. Abbreviations or means of describing
44 equipment other than provided above will not be accepted.
45
46 3. Eligibility to Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend, or modify any prequalification for failure by the
49 contractor to demonstrate acceptable financial ability or performance.
50 c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised April 2, 2014
0045 11 -3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
I d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid
2 the prequalified work types until the expiration date stated in the letter.
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END OF SECTION
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised April 2, 2014
0045 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
Type" box provide the complete major work type and actual description as provided by the Water
Department for water and sewer and TPW for paving.
Major Work Type
Contractor/Subcontractor Company Name
Prequalification
Expiration Date
Water Distribution,
Development, 8-inch diameter
CONATSER CONSTRUCITON TX, L.P.
/
-7/ I.Vp_
and smaller
Concrete Paving
CONATSER CONSTRUCTION TX, L.P.
Construction/Reconstruction
Less than 15,000 SY
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Company Name: BY: ZiwcV... 06Li,cCZ
��� r,��n�
C ►1 r' .,���
Address: �����,�,Q5391 V) I C.�(1il. . -t�ignature)
�� Loog*. tfTITLE: U
� � q DATE: S I 13 120Z0
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS 00 45 12—Prequalification Statement 2015—DAP.docx
Form Version September 1, 2015
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 101873. 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:
i^A 4-Q9PA J)C. L.P By: -Pfyje.,M--, OSZ
Company (Please Print
l!
Cy) i `t-4 Signature:
Address
ft
Ci�ty/§tate/Zip 7 (Please Print)
THE STATE OF TEXAS §
COUNTY OF TARRANT
BEFO ME the undersigned authority, on this day personally appeared
6&�' , known to me to be the person whose name is
subscribed to the foregoi strument, nd acknowledged to me that he/she executed the same as
the act and deed of " .I A f)
for the purposes and
-1 consideration therein e ressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of
YMA 20 o
HOERIG K4
Notary Public in and forte Alateflof Texas
Notary Public, Stag of Texas
%',,�� •,.. t-} ti' Comm. Expires 08-15-2023
oi��t��t Notary !D 132 1 3162-6
ND OF SECTION
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised April 2, 2014
005243- 1
Developer Awarded Project Agreement
Page 1 of 4
SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on ` � is made by and between the Developer,
4 D.R. Horton -Texas, Lt , authorized to do business in Texas ("Developer"), and
5 �} 1 orized to do business in Texas, acting by and through its duly
6 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
11 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
14 generally described as follows:
15 Cha el Creek Academy Blvd
16 City Project Number: 102062
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 250 calendar days after the date
23 when the Contract Time commences to run as provided in Paragraph 2.04 of the Standard
24 City Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer
27 will suffer financial loss if the Work is not completed within the times specified in
28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
29 the Standard City Conditions of the Construction Contract for Developer Awarded
30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
34 Developer Six Hundred Fifth Dollars ($650.00) for each day that expires after the time
35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
36 Acceptance.
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102062
Revised April 2, 2014
005243-2
Developer Awarded Project Agreement
Page 2 of 4
37 Article 4. CONTRACT PRICE
38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of THREE HUNDRED FORTY TWO THOUSAND
40 NINE HUNDRED FIFTY SEVEN DOLLARS AND SEVENTY CENTS. ($342, 957.70).
41 Article 5. CONTRACT DOCUMENTS
42 5.1 CONTENTS:
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
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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.
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102062
Revised April 2, 2014
005243-3
Developer Awarded Project Agreement
Page 3 of 4
75 Article 6. INDEMNIFICATION
76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
77 expense, the city, its officers, servants and employees, from and against any and all
78 claims arising out of, or alleged to arise out of, the work and services to be performed
79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
80 under this contract. This indemnification provision is specifically intended to operate
81 and be effective even if it is alleged or proven that all or some of the damages being
82 sought were caused, in whole or in part, by any act, omission or negligence of the city.
83 This indemnity provision is intended to include, without limitation, indemnity for
84 costs, expenses and legal fees incurred by the city in defending against such claims and
85 causes of actions.
86
87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
88
the city, its officers, servants and employees, from and against any and all loss, damage
89
or destruction of property of the city, arising out of, or alleged to arise out of, the work
90
and services to be performed by the contractor, its officers, agents, employees,
91
subcontractors, licensees or invitees under this contract. This indemnification
92
provision is specifically intended to operate and be effective even if it is alleged or
93
proven that all or some of the damages being sought were caused, in whole or in part,
94
by any act, omission or negligence of the city.
95
96
Article 7. MISCELLANEOUS
97
7.1
Terms.
98
Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
99
the Construction Contract for Developer Awarded Projects.
100
7.2
Assignment of Contract.
101
This Agreement, including all of the Contract Documents may not be assigned by the
102
Contractor without the advanced express written consent of the Developer.
103
7.3
Successors and Assigns.
104
Developer and Contractor each binds itself, its partners, successors, assigns and legal
105
representatives to the other party hereto, in respect to all covenants, agreements and
106
obligations contained in the Contract Documents.
107
7.4
Severability.
108
Any provision or part of the Contract Documents held to be unconstitutional, void or
1.09
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
110
remaining provisions shall continue to be valid and binding upon DEVELOPER and
111
CONTRACTOR.
112
7.5
Governing Law and Venue.
113
This Agreement, including all of the Contract Documents is performable in the State of
114
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
115
Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102062
Revised April 2, 2014
005243-4
Developer Awarded Project Agreement
Page 4 of 4
116
117 7.6 Authority to Sign.
118 Contractor shall attach evidence of authority to sign Agreement, if other than duly
119 authorized signatory of the Contractor.
120
121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
122 counterparts.
123
124 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
125
Contractor: Developer:
By: B:
(Signat (Signature)
126
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102062
Revised April 2, 2014
Bond No. 0230497
006213-1
PERFORMANCF BOND
Page I of 2
I SECTION 00 62 13
2 PERFORMANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Conatser Construction TX, L.P. known as
8 "Principal" herein and BerklSX- Insurance Coin an 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 Developer, D.R.
I I Horton — Texas, Ltd, authorized to do business in Texas ("Developer") and the City of Fort
12 Wolthl a Texas municipal corporation ("City'), in the penal sum of, THREE HUNDRED
13 FORTY TWO THOUSAND NINE HUNDRED FIFTY SEVEN DOLLARS AND
14 SEVENTY CENTS, ($342,957.70), lawful money of the United States, to be paid in Fort Worth,
15 Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the
16 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators,
17 successors and assigns, jointly and severally, firmly by these presents.
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth by and through a Community Facilities
20 Agreement, CFA Number 2019-0039; and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
22 the day of A%, A
202a , which Contract is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
24 and other accessories defined by law, in the prosecution of the Work, including any Change
25 Orders, as provided for in said Contract designated as CHAPEL CREEK ACADEMY BLVD.
26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
27 shall faithfully perform it obligations under the Contract and shall in all respects duly and
28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
29 specifications, and contract documents therein referred to, and as well during any period of
30 extension of the Contract that may be granted on the part of the Developer and/or City, then this
31 obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORT14 Chapel Creek Academy Blvd
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102062
Revised January 31, 2012
006213-2
PERFORMANCE BOND
Page 2 of 2
I PROVIDED FURTHET, that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Goveniment Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
IP
8 this instrument by duly authorized agents and officers on this the i'3411 —_day of %`tQ
9
20 ?A
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ATTEST:
1 Secretary (Printippal) Secretary
itn rss as jt1Pnndp'a1
itn s as to Surety
PRINCIPAL:
-Conatser Construction TX, L.P.
BY; A A.
Signature 6
Brock Huggins, President
Name and Title
Address: 5327 Wichita St.
Fort 'Korth TX 76119
SURETY:
,Berkley Insurance Company
Signature
Robbi Morales, Attorney- in -fact
Name and Title
Address: 5005 LBJ Freeway, Suite 1500
Dallas, TX 75244
Telephone Number: 214/989-0000
0
*Note, If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH Chapel Creek Academe Blvd
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS y
Revised January 31, 2012 102062
Bond No. 0230497
006214-1
PAYMENT BOND
Page I of 2
I SECTION 00 6214
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Conatser Construction TX, L.P. known as
8 "Principal" herein, and Berkley Insurance Company a
9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of
10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the
11 Developer, D.R. Horton — Texas, Ltd, authorized to do business in Texas "(Developer"), and the
12 City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of THREE
13 HUNDRED FORTY TWO THOUSAND NINE HUNDRED FIFTY SEVEN DOLLARS
14 AND SEVENTY CENTS. ($342,957-70), lawful money of the United States, to be paid in Fort
15 Worth, Tarrant County, Texas, for the payment of which sum well and truly be made Jointly unto
16 the Developer and the City as dual obligees, we blind ourselves, our heirs, executors,
17 administrators, successors and assigns, jointly and severally, firmly by these presents:
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth, by and through a Community Facilities
20 Agreement, CFA Number 2019-0039; and
21 WHEREAS, Principal has entered into a certain written Contract with Developer,
22 awarded the -- V'54k —day of MatV , 20ZO , which Contract is hereby
23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all
24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the
25 Work as provided for in said Contract and designated as CHAPEL CREEK ACADEMY BLVD.
26 NOWTHEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
30 force and effect.
CITY Of FORT WORTH Chapel Creek Academy Blvd
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102062
Revised January 31, 2012
006214-2
PAYMENT BOND
Page 2 of 2
1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statute.
4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the 4)i day of
6 M aq —, 20 ZO 1*
7
8
9
10
11
12
13
14
ATTEST. -
(Principal) Se cretjrjOey
itn ss to V05n"-cii—p I
t ss
ATTEST:
(Surety) Secretary
kits to Surety
PRINCIPAL:
.Conatser Construction TX, L.P.
Brock Huggins, President
Name and Title
Address: 5327 Wichita St.
Fort Worth, TX 76119
SURETY -
.Berkley Insurance Company
BY:
Signature
Robbi Morales, Attorney -in -fact
Name and Title
Address: 5005 LBJ Freeway, Suite 1500
Dallas, TX 75-244
Telephone Number: 214/989-0000
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANMkRD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102062
Revised January 31, 2012
Bond No. 0230497
006219-1
MAINTENANCE BOND
Page I of 3
SECTION 00 6219
MAINTENANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TAR .ANT §
That we Conatser Construction TX, L.P. known as
"Principal" herein and Berk1g Insurance Company , a corporate surety
(sureties, if more than one) duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the Developer, D.R.
Horton — Texas, Ltd, authorized to do business in Texas ("Developer") and the City of Fort
Worth, a Texas municipal corporation ("City"), in the sum of THREE HUNDRED FORTY
TWO THOUSAND NINE HUNDRED FIFTY SEVEN DOLLARS AND SEVENTY
CENTS. ($342,957.70), lawful money of the United States, to be paid in Fort Worth, Tarrant
County, Texas, for payment of which sum well and truly be made jointly unto the Developer and
the City as dual obligees and their successors, 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, CFA Number 2019-0039; and
WHEREAS, the Principal has entered into a certain written contract with the Developer
awarded the. 3day of -- -- --- M&X) , , 2010 . which Contract is
T
hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
materials, equipment labor and other accessories as defined by law, in the prosecution of the
Work, including any Work resulting from a duly authorized Change Order (collectively herein,
the "WorW') as provided for in said Contract and designated as CHAPEL CREEK ACADEMY
BLVD; and
WHEREAS, Principal binds itself to use such materials and to so construct the Work in
accordance with the plans, specifications and Contract Documents that the Work is and will
remain free from defects in materials or workmanship for and during the period of two (2) years
after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102062
Revised January 31, 2012
006219-2
MAINTENANCE BOND
Page 2 of 3
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.
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102062
Revised January 31, 2012
006219-3
MAINTENANCE BOND
Page 3 of 3
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the i34k_dayof___j1V
1) 20ZO.
ATTEST:
(Prinf:aippal)) Secretary
itn Is'ashrine
ATTEST:
(Sure t)j) Secretary
Xt4ntss, as to Surety
PRINCIPAL.-
Conatser Construction TX, L.P.
BY:
gignature
Brock Huggins, President
Name and Title
Address: 5327 Wichita St.
Fort Worth, TX 76119'
SURETY:
Berkley Insurance Company
BY:
Signature
Robbi Morales, Attorney -in -fact
Name and Title
Addrcss: 5005 LBJ Freeway, Suite 1500
Dallas, TX 75 44
Telephone Number: 214/989-0000
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the 'by-laws showing that this person has authority to sign such obligation. if
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102062
Revised January 31, 2012
No. BI-7280 j
POWER OF ATTORNEY
BERKLEY INSURANCE COMPANY
WILMINGTON, DELAWARE
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
I{NOW ALL MEN BY THESE PRESENTS, that BERKLEY. INSURANCE COMPANY (the "Company"), a corporation duly �
organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted
and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna, Don E. Cornell, Soplilrrie Hunter,
Robb! Morales, belly A. Westbrook, Tina McE}van; Joshua A. Saunders, or Tonie Petranek of Aon Risk Services Southwest, �
Inc. of Dallas, TX its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below and to execute, seal, o
acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no
single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.S50,000,000.00), to the same extent as if such bonds
had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own
proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, o
without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following 0
resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010: .
RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief Executive
Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are °
hereby authorized to execute powers of attorney authorizing and qualifying the attorney -in -fact named therein to execute
bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal
of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney -in -fact and
revoke any power of attorney previously granted; and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or
other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner o
and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and ¢
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any.
power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may haveUIQ
ceased to be such at the time when such instruments shall be issued.
IN WITNESS WHEREOF, the Coy any has caused these presents to be signed and attested by its appropriate officers and its �
corporate: seal hereunto affixed this day of i+� , ,elo t Q . �.
Attest: Berkle Insurance Cornpan
(Seal) By r By �.
Ira . Lede an iae a fter
Executive Vice President & Secretary en o i •esident
WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER.,
STATE OF CONNECTICUT )
9s:
COUNTY OF FAIRFIELD )
Sworn to before ine, a Notary Public in the State of Connecticut, thisgs day Y of t , b Ira S. t,edennun
..
and Jeffrey M. Hatter who aim sworn to nie to be the Executive `lice Pre 'de and Secretary, i the Senior Vice President,
respectively, or Berkley Insurance Compari ARIA C. RUNDBAKEN h04
NOTARY PUBLIC
MY COMMISSION EXPIRES otaty Public, State of Connecticut
APRIL 301 2019
CERTIFICA`I`F
I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct
and complete copy of the original Power of Attorney, that said Power of Attorney has not been revoked or rescinded and that the authority of the
Attorney -in -Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as
of this date.
Given under my hand and seal of the Company, this day of
(Seal)
in ent . Forte
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Berkley Surety Group, LLC and its affiliates by
telephone for information or to make a complaint:
BERKLEY SURETY GROUP, LLC
Please send all notices of claim on this bond to:
Berkley Surety Group, LLC
(866) 768-3534
412 Mount Kemble Avenue, Suite 31 ON
Morristown, NJ 07960
Attn: Surety Claims Department
You may contact the Texas Department of Insurance to obtain
information on companies, coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance:
P. 0. Box 149104
Austin, TX 78714-9104
Fax: (5'12} 475-1771
Web: http: //w-wwtd i. state. tx. us
E-mail: ConsurnerProtection tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim
you should contact your agent or Berkley Surety Group, LLC first. If
the dispute is not resolved, you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for information only and does not become a part or
condition of the attached document and is given to comply with Texas
legal and regulatory requirements.
SECTION 00 4
Deev a I oper X Aeardied Proolects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
il"ANDAJO, WNSTKA uwx , t-.-xim
LA,
k
T''I Zfi 1x
SECTION 00 42 43
Developer Aw-ardied Projects - PROrPOSAL FORM
txst It"I lot!
Bid Summary
Thiv, Bid Is subatitted by the entity na we btlt?%%,�
BIDDER: I
independent Utifity (Constmicticin, inc,
5109 Sun Valley Drive
F ort 11OV"o
Bidder"s Application
t imf of Old
Secuou No, P1 is k'Alue
Confract -or aqgrce% to icoulpl*tc NVORK fror HN Al. ACCEPTAN( -E wit-Isirl
CONTRA("t coname-mc-e% to run w� pm-idVd in thw Gefterat ( armfilium,
END OF SECTION
W f-l"IRT wo f 11
Tatal 0',afts1rumian, -Rid
BIDDERS PREQUALIFICATIONS
4 1. Summary. All contractors are required to be prequalifiedby the City prior to submitting
bids. To be eligible to bid the contractor must submit Section 00 45 12,, Prequalification
6 Statement for the work t listed with their Bid. Any contractor or subcontractor who is
7 not prequalified for the work tv ) listed must submit Section 00 45 13, Bidder
Prequalification Application in accordance with the requirements below.
9
10 The prequalification process will establish a bid limit based oil a technical evaluation and
t t financial analysis the contractor. The, information east be submitted seven (7) days prior
12 to the date of the opening of bids. For example, a contractor wishing to submit bids on
13 prqjects to be opened on the 7th of April east file the information by the 3 1 st day of March
14 in order to bid on these prqjects. In order to expedite and facilitate the approval f a Bidder'
5 Prequalification Application, the following mist accompany the submission.
16 a. A complete set of audited or reviewed financial statements.
Classified BalanceSheet
8 Income Statement
Statement of Cash Floes
0 4) Statement of Retained Earnings
21 (5) Notes to the Financial Statements, if any
22 b. A certified cope of the -fi's organizational documents (Corporate Charter, Articles
23 of Incorporation,articles of Organization, Certificate of F ri-n ti r , LLC
4 Regruladons, Certificate of Limited Partnership Agreement).
25 . A completed Bidder Prequal ifi cation Application.
6 D" Texas Taxpayer Identification Number as issued by the Texas
7 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification.
28 number visit the Texas Comptroller of Public Accounts online at the
29 Following web address w ww.wi .dow.state.tx.us/tax rmlt and fill out the
0 application to apply for your Texas tax
31 :2The fire's e-mail address and Fax number.
The 's DUNS number as issued by Dun & Bradstreet. This number
33 is used by the City For required reporting on Federal Aid prqjccts. The DUNS
34 number may be obtained at �� w� A . 1b. c rr -
35 d. resumes reflecting the construction experience of the principles of the firm for free
36 submitting their initial prequalification. These resumes should include the size and
37 scope of the work performed.
8 c. Other information as requested by the Cite.
9
t 2. Prequafification Requirements
41 a. 1,inancial Statements. Financial statement submission must be provided
42 accordance with the f llo ingy
4 1 The City requires that the original Fidel Statement or a ccrti e y
44 be submitted For consideration.
CITY OF FORTWOW111 Chalxl Creek Academy Blvd
Revised April 2, 2014
BIDDERS PRFQtTAI.IFICATIONS
Page I of 3
1, (2) To be satisfactory, the financial statements must be audited or reviewed
2 by an independent, certified public accounting firm registered and in
3 good standing in any state. Current Texas statues also require that
4 accounting firms performing audits or reviews on business entities within
Is
the State of Texas be property licensed or registered with the Texas State
6 Board of Public Accountancy.
7 (3) The accounting fin-n should state in the audit report or review whether
8 the contractor is an individual, corporation, or limited liability company.
9 (4) Financial Statements must be presented in U.S. dollars at the current rate
10 of exchange of the Balance Sheet date,
11 (5) The, City will not recognize any certified public accountant as
12 independent who is not, in fact i independent.
13 (6) The accountant's opinion on the financial statements of the contracting
14 company should state that the audit or review has been conducted in
15 accordance with auditing standards generally accepted in the United
16 States of America. This must be stated in the accounting firm"s opinion.
17 It should: (1) express an unqualified opinion, or (2) express a qualified
18 opinion on the statements taken as a whole.
19 (7) The City reserves the right to require a new statement at any time.
20 (8) The financial statement must be prepared as of the last day of any month,
'71 not more than one year old and must be on file with the 0q, 16 months
22 thereafterl, in accordance with Paragraph 1.
23 (9) The City will determine a contractor's bidding capacity for the purposes
24 of awarding contracts. Bidding capacity is determined by multiplying the
25 positive net working capital (working capital = current assets — cuffent
26 liabilities) by a factor of 10. Only those statements reflecting a positive
27 net working capital position will be considered satisfactory for
28 prequalification purposes.
29 (10) In the case that a bidding date falls within the time a new financial
30 statement is being prepared, the previous statement shall be updated with
31 proper verification.
Bickler Prequa4fication Application. A Bidder Prequalifi cation Application must be
33 submitted along with audited or reviewed financial statements by firms wishing to be
34 eligible to bid on all classes of construction and maintenance projects. Incomplete
35 Applications will be rq1ected.
36 (1) In those schedules where there, is nothing to report, the notation of
37 "None" or "N/A"' should be inserted.
38 (2) A minimum of five (5) references of related work must be provided.
-39 (3) Submission of an equipment schedule which indicates equipment under
40 the control of the Contractor and which is related to the type of work for
41 which the Contactor is seeking prequalification. The schedule must
42 include the manufacturer., model and general common description of
43 each piece of equipment. Abbreviations or means of describing
44 equipment other than provided above will not be accepted.
45
Efi* *bil*t
gi 1 y to B*d
47 a. The City shall be the sole judge as to a contractor's prequalification.
4
I,,*, .. 8 b. The City may rc*cct, suspend, or modify any prequalincation for failure, by the
J
49 contractor to demonstrate acceptable financial ability or performance.
-50 c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH Chapel Creek Academy Blvrd
s,rA,N,DARD CONSTRucrioN, SPECIFICATION WCUMENTS I . 02062
Reed April 2, 20 14
004511-3
BIDDERS PREQUJALWICATIONS
Page 3 of 3
1, d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid
the pry qualified work types until the expiration date stated in the letter.
m
CITY OF FORT WORTH Cliapel Creek Academy Blvd
STANDARD CONs,rRt,jCrK)N SPECIFICATION IX)CUMENMS' 102062
Revised April 2,2014
0045 12
DAP PREQI,-Al-.Il�ICA-FION,,---,-rAtY.MEN-1-
Page I of I
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 or work type(s) listed. In the "Maior Work
TyRe *', box-movide the complete major work We,and actual description as provided bxvr the Water
Devartment for xvater and sewer and TPW for,paving.
------ --- - ----
I Prequalification
M *or Work Type Contractor/subcontractor Company Name
tion E-xvira Date
Roadwayand Pedcstrian
04/03/2021
Liahting
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS 00 45 12—Prequalffication Statement 201.5—,DAP,docx
Form Version September 1, 2015
0045,16-1
CONTR.NCTOR COMP1,1ANINCE UITH WORKER'S COMPENSATION LAW
Page I of I
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
Prqject No. 101873. Contractor ffirther certifies that, pursuant to Tex -as Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance wit,
worker's compensation coverage. I
erg dentutility Construction, Inc. By.- Richard Wolfe
Company Please Print)
5109 Sun, Valk ev Drive Sqgmature.-
Address 12
For�Ort�h, Title: President
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OF TARRANT
III mol 1 iii'll i 11311 jil na ii pig
192
CHRISTINA GARCIA -LA kf
Notary Public, State of Texas Notary Niblic in and for the
Comm
Expires 12-20-2020
Notary ID 130940785
OF SECTION
MY OF FORT WORI-H Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPE-CIFICA110N DOCUMENTS 102062
Revis-ed.April 2,2014
005243-1
Developer Awarded Pr(�ject Agreement
Page I of 4
SECTION 00 52 43
AGREEMENT
3 THIS AGREEMENT, authorized on 12. 7 / 2 0 is made by and between the Developer,
Horton -Texas, -loper"'), d epet
I Ltd, authorized to do business in Texas ("eanIndnden
DeN,
5 Utility Construction, Inc., authorized to do business in Texas, acting by and through its duly
6 authorized representative, ("Contractorlj).
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Arficle 1. WORK
10 Contractor shall complete all for as specified or indicated in the Contract Documents for the
I I Prqject identified herein.
12 Article 2. PROJECT
13 The prQject for which the Work under the Contract Documents may be the who or only a part is
14 gene rally described as follows
1-5 Chavel Creek Academv Blvd
16 ("itvfr ecrNumber- 102061)
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones I if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 30 ctilendar days after the date
23 when the Contract Time commences to run as provided in Paragraph 2.04 of the, Standard
24 City Conditions of the Construction Contract for Developer Awarded PrQjects.
25 3.3 Liquidated damages
a
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUNMENTS — DEVELOPER AWARDED PROJECTS 1021 0 6 _1
Revised April 2, 2014
005243-2
DeNl-eloper Awarded Prajcct Agreement
Page 21 of 4
37 Article 4. CONTRACT PRICE
38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of FIFTY NINE THOUSAND SEVEN HL TNTDRED
40 THIRTY FIVE DOLLARS AND NINETY CENTS ($59, 73590).
41 Article 5. CONTRACT DOCUMENTS
42 .5.1 CONTANT S8
43 A. The Contract Documents which comprise the entire agreement between Developer and
44 Contractor concerning the Work consist of the foll owii
ng:
45 1. This Agreement.
46 2. Attachments to this Agreement.-
47 a. Bid Form (As provided by Developer)
48 1) Proposal Form (DAP Version)
49 2) Prequalification Statement
50 3) State and Federal documents (prqject -vpecffiic--)
51 bs Insurance ACORD Fonn(s)
52 c. Payment and (DAP Version)
-53 d. Performance Bond (DAP Version)
54 e. Maintenance Bond (DAP Version)
55 f Power of Attorney for the Bonds
56 g. Worker's Compensation Affidavit
57 h, MBE and/or SBE Commitment Form (If required)
58 3. Standard City General Conditions of the Construction Contract for Developer
59 Awarded Prqj*ects.
60 4. Supplementary Conditions.
61 5 - Specifications specifically made a part of the Contract Documents by attachment
62 or, if not attached, as incorporated by reference and described in the Table of
63 Contents of the PrQject's Contract Documents.
64 6. Drawings.
65 7. Addenda.
66 8. Documentation submitted by Contractor prior to Notice of Award.
67 9. The following which may be delivered or issued after the Effective Date, of the
68 Agreement and, if issued, become an incorporated part of the Contract Documents.-
69 a. Notice to Proceed.
70 b. Field Orders.
71 c. Change Orders.
72 d. Letter of Final Acceptance.
73
74
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTWCTION SPECIFICATION DOCtJMENTS--- DEVELOPER AWARDED PROJECTS 102062
Revised Aptil-71,2014
87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense.
88
the city, 'its officers., servants and employees, from and against any and all loss, damage
8 9
or destruction of property of the clity, arising out of, or alleged to arlise out of, the work
90
and services to be performed by the contractor, its officers, agents, employees,
91
subcontractors, licensees or invitees under this contract. This indemnification
92
provision i's...,s ec" icaltv int *A a -o,�-o2 ctiveeven if it *salle ed or
--1--1.1 P..-'_!f '. enosm,.L graft andbe effe 1 1
93
ghat
. .. a
pLovgn ht all or some of the damages-beiney i2yahtwere caused, ln�Nvnhaleorin---v
94
bv an -,- omission act or negligence of the Lity.
95
96
Article
7.NIMISCELLANEOUS
97
7.1
Terms.
98
Terms used in this Agreement are defined in Article I of the Standard City Conditions of
99
the Construction Contract for Developer Awarded Prqj*ects.
100
7.2
1%'e-1
Assignment of t-ontract.
101
This Agreement, including all of the Contract Documcnts may not be assigned by the
102
Contractor without the advanced express written consent of the Developer.
103
7.3
Successors and Assigns.
104
Developer and Contractor each binds itself, its partners, successors, assigns and legal
105
representatives to the other party hereto, in respect to all covenants,, agreements and
106
obligations contained in the Contract Documents.
107
7.4
Severability.
108
Any provision or part of the Contract Documents held to be unconstitutional, void or
109
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
110
remaining provisions shall continue to be valid and binding upon DEVELOPER and
III
CONTRACTOR.
112
7.5
Governing Lau, and Venue.
113
This Agreement, including all of the Contract Documents is performable in the State of
114
Texas. Venue shall. be Tarrant County, Texas, or the United States District Court for the
115
Northern District of I exas'. Fort Worth. Division.
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVU-0PER AWARDED PROJECIS 10.2062
Revised April 2,2014
00 52 43 - 4
Developer Awarded Project Agreement
Page 4 of 4
M
117 7.6 Authorit-y to Sign.
I 18 Contractor shall attach evidence of authority to sign Agreement, if other than duly
119 authorized signatory of the Contractor.
120
121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
122 counterparts.
123
124 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
125
nw
Richard Wolfe
Cit-Y/State/Zip: Fort Worth, TX 76119
Date
B
y - ---- -----
(Signature)
cit ta e/Zip: or Worth., Texas 761,31
M/—S t
Date
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDAkD CONSTRUTCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDEI) PROJECTS' 102062
Revised Aptil 2,
0061 14- 1
PAYMENT BOND
Page I of 2
Bond No. 070765R
SECTION 00,62 14
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Independent Utility Construction, Inc. known as "Principal" herein,
8 and Westfield Insurance Company a corporate surety (or sureties if more than
9 one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one
10 or more), are held and firmly bound unto the Developer D.R. Horton -Texas, Ltd., authorized to
11 do business in Texas ("Developer"), and the City of Fort Worth, a Texas municipal corporation
12 ("City"), in the penal sum of Fifty -Nine Thousand, Seven Hundred Thirty -Five Dollars &Ninety
. !:ly
13 Cents ($59,735.90) lawful money of the United States, to be paid in Fort Worth, Tarrant County,
14 Texas, for the payment of which sum well and truly be made jointly unto the Developer and City
15 as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns,
16 jointly and severally, firmly by these presents:
17 WHEREAS, Developer and City have entered into an Agreement for the construction of
18 community facilities in the City of Fort Worth, by and through a Community Facilities
19 Agreement, CFA Number 2019-0039 and
20 WHEREAS, Principal has entered into a certain written Contract with Developer,
21 awarded the Z'Q +kday of 20_ZS2, which .Contract is hereby referred to and
22 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment,
23 labor and other accessories as defined by law, in the prosecution of the Work as provided for in
24 said Contract and designated as Street Lighting Improvements to servo Chapel Creek Academy
25 Blvd.
26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
30 force and effect.
31
32
CITY OF FORT WORTH Chapel Creek Academy Blvd.
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 102062
Revised January 31, 2012
0061 13-2
PERFORMANCE BOND
Page 2 of 2
Bond No. 070765R
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
1)
Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this
8 instrument by duly authorized agents and officers on this the 21-1kday of A 2040'.
(--I
9
10
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13
14
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16
17
18
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39
ATTESX:
Witness as to Surety Char 's" D. Sweeney
PRINCIPAL:
INDEPENDENT UTILITY
CONS TAVJCTIONt_IN
BY:
A iganature
Richard Wolfe, President
Name and Title
Address: 5109 Sun Valley Drive
Fort Worth, Texas 76119
SURETY:
WESTFIELD INSURANCE COMPANY
N
BY:
igna re
Kyle W. Sweeney, Attorney -in -Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
41 from the by-laws showing that this person has authority to sign such obligation. If
42 Surety's physical address is different from its mailing address, both must be provided.
43 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH Chapel Creek Academy Blvd.
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 102062
Revised January 31, 2012
0061 14- 1
PAYMENT BOND
Page 1 of 2
Bond No. 070765R
1 SECTION 00 62 14
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Independent Utility Construction, Inc. known as "Principal" herein,
8 and Westfield Insurance Company a corporate surety (or sureties if more than
9 one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one
10 or more), are held and firmly bound unto the Developer D.R. Horton -Texas, Ltd., authorized to
11 do business in Texas ("Developer"), and the City of Fort Worth, a Texas municipal corporation
12 ("City"), in the penal sum of Fifty -Nine Thousand, Seven Hundred Thirty -Five Dollars & Ninety
13 Cents ($59,735.90) lawful money of the United States, to be paid in Fort Worth, Tarrant County,
14 Texas, for the payment of which sum well and truly be made jointly unto the Developer and City
15 as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns,
16 jointly and severally, firmly by these presents:
17 WHEREAS, Developer and City have entered into an Agreement for the construction of
18 community facilities in the City of Fort Worth, by and through a Community Facilities
19 Agreement, CFA Number 2019-0039 ; and
20 WHEREAS, Principal has entered into a certain written Contract with Developer,
21 awarded the -q day of A"tw-1, , 20 , which Contract is hereby referred to and
22 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment,
23 labor and other accessories as defined by law, in the prosecution of the Work as provided for in
24 said Contract and designated as Street Lighting Improvements to serve Chapel Creek Academy
25 Blvd.
26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
30 force and effect.
31
32
CITY OF FORT WORTH Chapel Creek Academy Blvd.
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 102062
Revised January 31, 2012
2
3
4
5
6
7
8
9
10
11
12
13
14
0061 14-2
PAYMENT BOND
Page 2 of 2
Bond No. 070765R
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 statute.
IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
I
this instrument by duly authorized agents and officers on this the ay Of Aar-,i, 2ozz.
ATTEST:
(Surety) Secretary Frank A. Carrino
Witness as to Surety C fiarles D. Sweeney /(
(1
PRINCIPAL:
INDEPENDENT UTILITY
CONSTRjjgTION, IN .
BY:
Signature
Richard Wolfe, President
T
Name and Title
Address: 5109 Sun Valley Drive
Fort Worth, Texas 76119
SURETY:
WESTFIELD INSURANCE COMPANY
BY:
Signa
Kyle W. Sweeney, Attorney -in -Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Chapel Creek Academy Blvd.
City Project No. 102062
0062 19- 1
MAINTENANCE BOND
Page 1 of 3
Bond No. 070765R
1 SECTION 00 62 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we Independent Utility Construction, Inc. , known as "Principal" herein and
9 Westfield Insurance Company, a corporate surety (sureties, if more than one) duly
10 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more),
11 are held and firmly bound unto the Developer, D.R. Horton -Texas Ltd., authorized to do business
12 in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in
13 the sum of Fifty -Nine Thousand, Seven Hundred Thirty -Five Dollars & Ninety Cents
14 ($59,73 5.90lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas,
15 for payment of which sum well and truly be made jointly unto the Developer and the City as dual
16 obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors
17 and assigns, jointly and severally, firmly by these presents.
18
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth by and through a Community Facilities
21 Agreement, CFA Number 2019-0039 ; and
22 WHEREAS, the Principal has entered into a certain written contract with the Developer
23 awarded the day of 13V , 20V4. which Contract is hereby referred to and
24 a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment
25 labor and other accessories as defined by law, in the prosecution of the Work, including any
26 Work resulting from a duly authorized Change Order (collectively herein, the "Work") as
27 provided for in said Contract and designated as Street Lighting Improvements to serve Chapel
28 Creek Academy Blvd.; and
29
30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
31 accordance with the plans, specifications and Contract Documents that the Work is and will
32 remain free from defects in materials or workmanship for and during the period of two (2) years
33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
34
CITY OF FORT WORTH Chapel Creek Academy Blvd.
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 102062
Revised January 31, 2012
0062 19-2
MAINTENANCE BOND
Page 2 of 3
Bond No. 070765R
I WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City, to a
7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to
8 remain in full force and effect.
9
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
11 noticed defective Work, it is agreed that the Developer or City may cause any and all such
12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
13 by the Principal and the Surety under this Maintenance Bond; and
14
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that this obligation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
23
CITY OF FORT WORTH Chapel Creek Academy Blvd.
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 102062
Revised January 31, 2012
0062 19-3
MAINTENANCE BOND
Page 3 of 3
Bond No. 070765R
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
1
2 instrument by duly authorized agents and officers on this the ZINV-i day of —An'i'd 200.
I
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ATTEST:
(Surety) Secretary Frank A. Carrino
-Ar
Witness as to Surety Charles D. Sweeney
PRINCIPAL:
INDEPENDENT UTILITY
CONSTMYTION, INC.
BY:
star
Richard Wolfe, President
Name and Title
Address: 5109 Sun Valley Drive
Fort Worth, Texas 76119
SURETY:
WESTFIELD INSURANCE COMPANY
BY:
Wnsi—gnature"41'
Kyle W. Sweeney, Attorney -in -Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH Chape'l Creek Academy Blvd.
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 102062
Revised January 31, 2012
To obtain information or make a complaint:
You may call Westfield Insurance Company's
and/or Ohio Farmers Insurance Company's
toll -free telephone number for information or to
make a complaint at:
You may also write to Westfield Insurance
Company and/or Ohio Farmers Insurance
Company at:
555 Republic Drive, Suite 450
Plana, Texas 75074-8848
You may contact the Texas Department of
Insurance to obtain information on
companies, coverages, rights or complaints
at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(o-)-tdi.state. tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should
contact the agent or Westfield Insurance
Company and/or Ohio Farmers Insurance
Comppny first. If the dispute is not resolved,
you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY: This notice is for information only
and does not become a part or condition of
the attached document.
F.AALVIR1611
Para obtener informacion o para someter una
queja:
Usted puede Ilamar al numero de telefono gratis de
Westfield Insurance Company's / Ohio Farmers
Insurance Company's para informacion o para
someter una queja al:
Usted tambien puede escribir a Westfield Insurance
Company / Ohio Farmers Insurance Company:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion acerca
de companies, 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@tdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAiuIOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o
Westfield Insurance Company / Ohio Farmers
Insurance Company 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.
THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BFAHINU I t115 tiAlVlt
POWER # AND ISSUED PRIOR TO 04120111, FOR ANY PERSON OR PERSONS NAMED BELOW.
General POWER NO. 4220052 06
Power Westfield Insurance Co.
of Attorney Westfield National Insurance Co.
CERTIFIED COPY Ohio Farmers Insurance Co.
Westfield Center, Ohio
Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as "Companies,"duly
organized and existing under the laws of the State of Ohio, and having its pri-hcipal office, in Westfield Center, Medina County, Ohio, do by these
presents make, constitute and appoint
CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERALLY
of FORT WORTH and State of TX its true and lawful Attorneys) -in -Fact, with full power and authority hereby conferred in its name,
place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of
suretyship-
LIMITATION.- THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
GUARANTEE, OR BANK DEPOSITORY BONDS.
and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorneys) -in -Fact may do in
the -premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the
WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY:
"Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall
be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for
and on behalf of the Company subject to the following provisions:
The Attorney-in-FacL may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney -in -Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary. -
'"Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any
power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile
seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.- (Each adopted at a meeting
held on February 8, 2000).
.In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE
COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of
APRIL A.D., 2011
If* 4
Corporate %s
r WESTFIELD INSURANCE COMPANY
/V UJ
WESTFIELD NATIONAL INSURANCE COMPANY
Seals ."01 %.
4140
Affixed % Q
OHIO FARMERS INSURANCE COMPANY
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SEAL .
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State of Ohio ti y:Richard L. Kinnaird, Jr., National Surety Leader and
County of Medina ss.: Senior Executive
On this 20th day of APRIL A.D.) 2011 . before me personally came Richard L. Kinnaird, Jr. to me known, who, being by me duly
sworn, did depose and say, that he resides -in Medina, Ohio; that he, is Senior Exectitive of WESTFIELD INSURANCE COMPANY, WESTFIELD
NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above
instrument that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that they were so affixed
by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order.
;-f
Notarial
Seat A I -
Is,
Affixed e
William J. Kahelin, A rney at Law, Notary Public
State of Ohio My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code)
County of Medina ss.: %, q
C7 0
1, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS
INSURANCE COMPANY, do hereby. certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said
Companies, which is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are
in full force and effect.
In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this day of
A.D.,
44
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4A SEAL Secretaty
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01 0 ®� ; etary
Frank A. Carrino, Seer
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BPOAC2 (combined) (06-02)
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology .......................................................................................................... 1
1.01 Defined Terms ............................................................................................................................... 1
1.02 Terminology .................................................................................................................................. 5
Article 2 – Preliminary Matters ......................................................................................................................... 6
2.01 Before Starting Construction ........................................................................................................ 6
2.02 Preconstruction Conference .......................................................................................................... 6
2.03 Public Meeting .............................................................................................................................. 6
Article 3 – Contract Documents and Amending ............................................................................................... 6
3.01 Reference Standards ..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents .................................................................. 6
Article 4 – Bonds and Insurance ....................................................................................................................... 7
4.01 Licensed Sureties and Insurers ..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7
4.03 Certificates of Insurance ............................................................................................................... 7
4.04 Contractor’s Insurance .................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12
Article 5 – Contractor’s Responsibilities ........................................................................................................ 12
5.01 Supervision and Superintendent ................................................................................................. 12
5.02 Labor; Working Hours ................................................................................................................ 13
5.03 Services, Materials, and Equipment ........................................................................................... 13
5.04 Project Schedule .......................................................................................................................... 14
5.05 Substitutes and “Or-Equals” ....................................................................................................... 14
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16
5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16
5.08 Wage Rates.................................................................................................................................. 18
5.09 Patent Fees and Royalties ........................................................................................................... 19
5.10 Laws and Regulations ................................................................................................................. 19
5.11 Use of Site and Other Areas ....................................................................................................... 19
5.12 Record Documents ...................................................................................................................... 20
5.13 Safety and Protection .................................................................................................................. 21
5.14 Safety Representative ................................................................................................................. 21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ........................................................................................................................... 24
5.19 Delegation of Professional Design Services .............................................................................. 24
5.20 Right to Audit: ............................................................................................................................ 25
5.21 Nondiscrimination....................................................................................................................... 25
Article 6 – Other Work at the Site ................................................................................................................... 26
6.01 Related Work at Site ................................................................................................................... 26
Article 7 – City’s Responsibilities................................................................................................................... 26
7.01 Inspections, Tests, and Approvals .............................................................................................. 26
7.02 Limitations on City’s Responsibilities ....................................................................................... 26
7.03 Compliance with Safety Program ............................................................................................... 27
Article 8 – City’s Observation Status During Construction ........................................................................... 27
8.01 City’s Project Representative ..................................................................................................... 27
8.02 Authorized Variations in Work .................................................................................................. 27
8.03 Rejecting Defective Work .......................................................................................................... 27
8.04 Determinations for Work Performed .......................................................................................... 28
Article 9 – Changes in the Work ..................................................................................................................... 28
9.01 Authorized Changes in the Work ............................................................................................... 28
9.02 Notification to Surety .................................................................................................................. 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28
10.01 Change of Contract Price ............................................................................................................ 28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays .......................................................................................................................................... 28
Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29
11.01 Notice of Defects ........................................................................................................................ 29
11.02 Access to Work ........................................................................................................................... 29
11.03 Tests and Inspections .................................................................................................................. 29
11.04 Uncovering Work ....................................................................................................................... 30
11.05 City May Stop the Work ............................................................................................................. 30
11.06 Correction or Removal of Defective Work ................................................................................ 30
11.07 Correction Period ........................................................................................................................ 30
11.08 City May Correct Defective Work ............................................................................................. 31
Article 12 – Completion.................................................................................................................................. 32
12.01 Contractor’s Warranty of Title ................................................................................................... 32
12.02 Partial Utilization ........................................................................................................................ 32
12.03 Final Inspection ........................................................................................................................... 32
12.04 Final Acceptance ......................................................................................................................... 33
Article 13 – Suspension of Work .................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................ 33
Article 14 – Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice .............................................................................................................................. 34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1.Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2.Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3.Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4.Buzzsaw – City’s on-line, electronic document management and collaboration system.
5.Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6.City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7.Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8.Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9.Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
00 73 10- 2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10.Contractor—The individual or entity with whom Developer has entered into the Agreement.
11.Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12.Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13.Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14.Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15.Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
16.Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17.General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18.Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19.Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20.Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21.Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22.Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23.Plans – See definition of Drawings.
24.Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25.Project—The Work to be performed under the Contract Documents.
26.Project Representative—The authorized representative of the City who will be assigned to
the Site.
27.Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28.Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29.Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
00 73 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
30.Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31.Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32.Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33.Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34.Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35.Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36.Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37.Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38.Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39.Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40.Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
00 73 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
41.Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42.Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B.Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C.Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
00 73 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
00 73 10- 7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
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1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A.Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor’s
performance of the Work and Contractor’s other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C.Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a.Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
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1) $1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2)$250,000 Bodily Injury per person
3)$500,000 Bodily Injury per accident /
4)$100,000 Property Damage
D.Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: ____________________________________________________________
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.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and “Or-Equals”
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or “or-equal” item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1.“Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an “or-equal” item, in which
case review and approval of the proposed item may, in City’s sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2.Substitute Items:
a. If in City’s sole discretion an item of material or equipment proposed by Contractor does
not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B.Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C.City’s Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination.
D.Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E.City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F.Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G.Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A.Minority and Women Owned Business Enterprise Compliance:
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Required for this Contract.
(Check this box if there is any City Participation)
Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
Required for this Contract.
Not Required for this Contract.
A.Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B.Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C.Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 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.
5.09 Patent Fees and Royalties
A.To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A.Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4.Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B.Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C.Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D.Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E.Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City’s safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any,
with which City’s employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor’s designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City’s review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C.City’s Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City’s review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City’s review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor’s General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warranty and guarantee.
B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor’s obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.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
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations, City’s Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
00 73 10- 32
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
00 73 10- 33
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 33 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
00 73 10- 34
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
SECTION 01 11 001
SUMMARY OF WORK2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Summary of Work to be performed in accordance with the Contract Documents6
B. Deviations from this City of Fort Worth Standard Specification7
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 Contract10
2. Division 1 - General Requirements11
1.2 PRICE AND PAYMENT PROCEDURES12
A. Measurement and Payment13
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 REQUIREMENTS17
A. Work Covered by Contract Documents18
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 Work22
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 Premises29
1. Coordinate uses of premises under direction of the City.30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site.32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City.35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
01 11 00 - 2
SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property.3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad.5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit.7
D. Work within Easements8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City.13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work.21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work.23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work.25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work.28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment.32
6. Fence33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition.35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security.38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal.41
01 11 00 - 3
SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
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 SECTION11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 - 1
SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 25 00
SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or-equals".
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or
catalog numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
01 25 00 - 2
SUBSTITUTION PROCEDURES
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, the resulting cost and/or time reduction
will be documented by Change Order in accordance with the General Conditions.
01 25 00 - 3
SUBSTITUTION PROCEDURES
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
4. No additional contract time will be given for substitution.
5. Substitution will be rejected if:
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the City’s opinion, acceptance will require substantial revision of the original
design
d. In the City’s opinion, substitution will not perform adequately the function
consistent with the design intent
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which
it is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 25 00 - 4
SUBSTITUTION PROCEDURES
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
01 31 19 - 1
PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised August 17, 2012
SECTION 01 31 191
PRECONSTRUCTION MEETING2
PART 1 - GENERAL3
1.1 SUMMARY4
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 procedures7
B. Deviations from this City of Fort Worth Standard Specification8
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 Contract11
2. Division 1 – General Requirements12
1.2 PRICE AND PAYMENT PROCEDURES13
A. Measurement and Payment14
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 REQUIREMENTS18
A. Coordination19
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 Meeting26
1. A preconstruction meeting will be held within 14 days after the execution of the 27
Agreement and before Work is started. 28
a. 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. Project Representative34
b. Contractor's project manager35
c. Contractor's superintendent36
d. Any subcontractor or supplier representatives whom the Contractor may desire 37
to invite or the City may request38
01 31 19 - 2
PRECONSTRUCTION MEETING
Page 2 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised August 17, 2012
e. Other City representatives1
f. Others as appropriate2
4. Construction Schedule3
a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 4
provide at Preconstruction Meeting.5
b. City will notify Contractor of any schedule changes upon Notice of 6
Preconstruction Meeting.7
5. Preliminary Agenda may include:8
a. Introduction of Project Personnel9
b. General Description of Project10
c. Status of right-of-way, utility clearances, easements or other pertinent permits11
d. Contractor’s work plan and schedule12
e. Contract Time13
f. Notice to Proceed14
g. Construction Staking15
h. Progress Payments16
i. Extra Work and Change Order Procedures17
j. Field Orders18
k. Disposal Site Letter for Waste Material19
l. Insurance Renewals20
m. Payroll Certification21
n. Material Certifications and Quality Control Testing22
o. Public Safety and Convenience23
p. Documentation of Pre-Construction Conditions24
q. Weekend Work Notification25
r. Legal Holidays26
s. Trench Safety Plans27
t. Confined Space Entry Standards28
u. Coordination with the City’s representative for operations of existing water 29
systems30
v. Storm Water Pollution Prevention Plan31
w. Coordination with other Contractors32
x. Early Warning System33
y. Contractor Evaluation34
z. Special Conditions applicable to the project35
aa. Damages Claims36
bb. Submittal Procedures37
cc. Substitution Procedures38
dd. Correspondence Routing39
ee. Record Drawings40
ff. Temporary construction facilities41
gg. M/WBE or MBE/SBE procedures42
hh. Final Acceptance43
ii. Final Payment44
jj. Questions or Comments45
01 31 19 - 3
PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised August 17, 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 SECTION11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 33 00 - 1
SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
SECTION 01 33 001
SUBMITTALS2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. General methods and requirements of submissions applicable to the following 6
Work-related submittals:7
a. Shop Drawings8
b. Product Data (including Standard Product List submittals)9
c. Samples10
d. Mock Ups11
B. Deviations from this City of Fort Worth Standard Specification12
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 Contract15
2. Division 1 – General Requirements16
1.2 PRICE AND PAYMENT PROCEDURES17
A. Measurement and Payment18
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 REQUIREMENTS22
A. Coordination23
1. Notify the City in writing, at the time of submittal, of any deviations in the 24
submittals from the requirements of the Contract Documents.25
2. Coordination of Submittal Times26
a. Prepare, prioritize and transmit each submittal sufficiently in advance of 27
performing the related Work or other applicable activities, or within the time 28
specified in the individual Work Sections, of the Specifications.29
b. Contractor is responsible such that the installation will not be delayed by 30
processing times including, but not limited to:31
a) Disapproval and resubmittal (if required)32
b) Coordination with other submittals33
c) Testing34
d) Purchasing35
e) Fabrication36
f) Delivery 37
g) Similar sequenced activities38
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 102062
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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 other2
contractor.3
B. Submittal Numbering4
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-5
reference identification numbering system in the following manner:6
a. Use the first 6 digits of the applicable Specification Section Number.7
b. For the next 2 digits number use numbers 01-99 to sequentially number each 8
initial separate item or drawing submitted under each specific Section number.9
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 10
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 11
submittal number would be as follows:12
13
03 30 00-08-B14
15
1) 03 30 00 is the Specification Section for Concrete16
2) 08 is the eighth initial submittal under this Specification Section17
3) B is the third submission (second resubmission) of that particular shop 18
drawing19
C. Contractor Certification20
1. Review shop drawings, product data and samples, including those by 21
subcontractors, prior to submission to determine and verify the following:22
a. Field measurements23
b. Field construction criteria24
c. Catalog numbers and similar data25
d. Conformance with the Contract Documents26
2. Provide each shop drawing, sample and product data submitted by the Contractor 27
with a Certification Statement affixed including:28
a. The Contractor's Company name 29
b. Signature of submittal reviewer30
c. Certification Statement31
1) “By this submittal, I hereby represent that I have determined and verified 32
field measurements, field construction criteria, materials, dimensions, 33
catalog numbers and similar data and I have checked and coordinated each 34
item with other applicable approved shop drawings." 35
D. Submittal Format36
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.37
2. Bind shop drawings and product data sheets together.38
3. Order39
a. Cover Sheet40
1) Description of Packet41
2) Contractor Certification42
b. List of items / Table of Contents43
c. Product Data /Shop Drawings/Samples /Calculations44
E. Submittal Content45
1. The date of submission and the dates of any previous submissions46
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
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2. The Project title and number1
3. Contractor identification2
4. The names of:3
a. Contractor4
b. Supplier5
c. Manufacturer6
5. Identification of the product, with the Specification Section number, page and 7
paragraph(s)8
6. Field dimensions, clearly identified as such9
7. Relation to adjacent or critical features of the Work or materials10
8. Applicable standards, such as ASTM or Federal Specification numbers11
9. Identification by highlighting of deviations from Contract Documents12
10. Identification by highlighting of revisions on resubmittals13
11. An 8-inch x 3-inch blank space for Contractor and City stamps14
F. Shop Drawings15
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
drawings18
b. Scheduled information 19
c. Setting diagrams 20
d. Actual shopwork manufacturing instructions21
e. Custom templates22
f. Special wiring diagrams23
g. Coordination drawings 24
h. Individual system or equipment inspection and test reports including:25
1) Performance curves and certifications26
i. As applicable to the Work27
2. Details 28
a. Relation of the various parts to the main members and lines of the structure29
b. Where correct fabrication of the Work depends upon field measurements30
1) Provide such measurements and note on the drawings prior to submitting 31
for approval.32
G. Product Data33
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 40
instructions41
2) Availability of colors and patterns42
3) Manufacturer's printed statements of compliances and applicability43
4) Roughing-in diagrams and templates44
5) Catalog cuts45
6) Product photographs46
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
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7) Standard wiring diagrams1
8) Printed performance curves and operational-range diagrams 2
9) Production or quality control inspection and test reports and certifications3
10) Mill reports4
11) Product operating and maintenance instructions and recommended 5
spare-parts listing and printed product warranties6
12) As applicable to the Work7
H. Samples8
1. As specified in individual Sections, include, but are not necessarily limited to:9
a. Physical examples of the Work such as:10
1) Sections of manufactured or fabricated Work11
2) Small cuts or containers of materials12
3) Complete units of repetitively used products color/texture/pattern swatches 13
and range sets14
4) Specimens for coordination of visual effect15
5) Graphic symbols and units of Work to be used by the City for independent 16
inspection and testing, as applicable to the Work17
I. Do not start Work requiring a shop drawing, sample or product data nor any material to18
be fabricated or installed prior to the approval or qualified approval of such item. 19
1. Fabrication performed, materials purchased or on-site construction accomplished 20
which does not conform to approved shop drawings and data is at the Contractor's 21
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 conformance25
with approved shop drawings, applicable samples, and product data.26
J. Submittal Distribution27
1. Electronic Distribution28
a. Confirm development of Project directory for electronic submittals to be 29
uploaded to City’s Buzzsaw site, or another external FTP site approved by the 30
City.31
b. Shop Drawings32
1) Upload submittal to designated project directory and notify appropriate 33
City representatives via email of submittal posting.34
2) Hard Copies35
a) 3 copies for all submittals36
b) If Contractor requires more than 1 hard copy of Shop Drawings 37
returned, Contractor shall submit more than the number of copies listed 38
above.39
c. Product Data 40
1) Upload submittal to designated project directory and notify appropriate 41
City representatives via email of submittal posting.42
2) Hard Copies43
a) 3 copies for all submittals44
d. Samples45
1) Distributed to the Project Representative46
2. Hard Copy Distribution (if required in lieu of electronic distribution)47
01 33 00 - 5
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
a. Shop Drawings1
1) Distributed to the City2
2) Copies3
a) 8 copies for mechanical submittals4
b) 7 copies for all other submittals5
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 Data8
1) Distributed to the City9
2) Copies10
a) 4 copies11
c. Samples12
1) Distributed to the Project Representative13
2) Copies14
a) Submit the number stated in the respective Specification Sections.15
3. Distribute reproductions of approved shop drawings and copies of approved 16
product data and samples, where required, to the job site file and elsewhere as 17
directed by the City.18
a. Provide number of copies as directed by the City but not exceeding the number 19
previously specified.20
K. Submittal Review21
1. The review of shop drawings, data and samples will be for general conformance 22
with the design concept and Contract Documents. This is not to be construed as:23
a. Permitting any departure from the Contract requirements24
b. Relieving the Contractor of responsibility for any errors, including details, 25
dimensions, and materials26
c. Approving departures from details furnished by the City, except as otherwise 27
provided herein28
2. The review and approval of shop drawings, samples or product data by the City29
does not relieve the Contractor from his/her responsibility with regard to the 30
fulfillment of 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 34
Work with all other associated work and trades, for selecting fabrication processes, 35
for 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 38
the 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 40
exception.41
5. Submittals will be returned to the Contractor under 1 of the following codes:42
a. Code 143
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 44
comments on the submittal. 45
a) When returned under this code the Contractor may release the 46
equipment and/or material for manufacture.47
b. Code 248
01 33 00 - 6
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 1
the 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 4
final product. 5
c. Code 36
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 7
assigned when notations and comments are extensive enough to require a 8
resubmittal of 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 11
final product. 12
b) This resubmittal is to address all comments, omissions and 13
non-conforming items that were noted. 14
c) Resubmittal is to be received by the City within 15 Calendar Days of 15
the date of the City's transmittal requiring the resubmittal.16
d. Code 417
1) "NOT APPROVED" is assigned when the submittal does not meet the 18
intent of 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 22
to meet the Contract Documents.23
6. Resubmittals 24
a. Handled in the same manner as first submittals25
1) Corrections other than requested by the City26
2) Marked with revision triangle or other similar method27
a) At Contractor’s risk if not marked 28
b. Submittals for each item will be reviewed no more than twice at the City’s29
expense. 30
1) All subsequent reviews will be performed at times convenient to the City31
and at the Contractor's expense, based on the City's or City 32
Representative’s then prevailing rates. 33
2) Provide Contractor reimbursement to the City within 30 Calendar Days for 34
all such fees invoiced by the City.35
c. The need for more than 1 resubmission or any other delay in obtaining City's 36
review of submittals, will not entitle the Contractor to an extension of Contract 37
Time.38
7. Partial Submittals 39
a. City reserves the right to not review submittals deemed partial, at the City’s 40
discretion.41
b. Submittals deemed by the City to be not complete will be returned to the 42
Contractor, and will be considered "Not Approved" until resubmitted. 43
c. The City may at its option provide a list or mark the submittal directing the 44
Contractor to the areas that are incomplete.45
8. If the Contractor considers any correction indicated on the shop drawings to 46
constitute a change to the Contract Documents, then written notice must be 47
provided thereof to the City at least 7 Calendar Days prior to release for 48
manufacture.49
01 33 00 - 7
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
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 ups6
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 8
used on the Project. Remove at the completion of the Work or when directed.9
M. Qualifications10
1. If specifically required in other Sections of these Specifications, submit a P.E. 11
Certification for each item required.12
N. Request for Information (RFI)13
1. Contractor Request for additional information14
a. Clarification or interpretation of the contract documents 15
b. When the Contractor believes there is a conflict between Contract Documents16
c. When the Contractor believes there is a conflict between the Drawings and 17
Specifications18
1) Identify the conflict and request clarification 19
2. Use the Request for Information (RFI) form provided by the City.20
3. Numbering of RFI21
a. Prefix with “RFI” followed by series number, “-xxx”, beginning with “01” and 22
increasing sequentially with each additional transmittal.23
4. Sufficient information shall be attached to permit a written response without further24
information.25
5. The City will log each request and will review the request. 26
a. If review of the project information request indicates that a change to the 27
Contract Documents is required, the City will issue a Field Order or Change 28
Order, as appropriate.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
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]35
1.11 FIELD [SITE] CONDITIONS [NOT USED]36
1.12 WARRANTY [NOT USED]37
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
PART 2 - PRODUCTS [NOT USED]1
PART 3 - EXECUTION [NOT USED]2
END OF SECTION3
4
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
5
01 35 13 - 1
SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
SECTION 01 35 131
SPECIAL PROJECT PROCEDURES2
PART 1 - GENERAL3
1.1 SUMMARY4
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 Transportation7
b. Work near High Voltage Lines8
c. Confined Space Entry Program9
d. Air Pollution Watch Days10
e. Use of Explosives, Drop Weight, Etc.11
f. Water Department Notification12
g. Public Notification Prior to Beginning Construction13
h. Coordination with United States Army Corps of Engineers14
i. Coordination within Railroad permits areas15
j. Dust Control16
k. Employee Parking17
B. Deviations from this City of Fort Worth Standard Specification18
1. None.19
C. Related Specification Sections include, but are not necessarily limited to:20
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract21
2. Division 1 – General Requirements22
3. Section 33 12 25 – Connection to Existing Water Mains23
1.2 PRICE AND PAYMENT PROCEDURES24
A. Measurement and Payment25
1. Coordination within Railroad permit areas26
a. Measurement27
1) Measurement for this Item will be by lump sum.28
b. Payment29
1) The work performed and materials furnished in accordance with this Item 30
will be paid for at the lump sum price bid for Railroad Coordination.31
c. The price bid shall include:32
1) Mobilization33
2) Inspection34
3) Safety training35
4) Additional Insurance36
5) Insurance Certificates37
6) Other requirements associated with general coordination with Railroad, 38
including additional employees required to protect the right-of-way and 39
property of the Railroad from damage arising out of and/or from the 40
construction of the Project.41
2. Railroad Flagmen42
01 35 13 - 2
SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
a. Measurement1
1) Measurement for this Item will be per working day.2
b. Payment3
1) The work performed and materials furnished in accordance with this Item 4
will be paid for each working day that Railroad Flagmen are present at the 5
Site.6
c. The price bid shall include:7
1) Coordination for scheduling flagmen8
2) Flagmen9
3) Other requirements associated with Railroad10
3. All other items11
a. Work associated with these Items is considered subsidiary to the various Items 12
bid. No separate payment will be allowed for this Item.13
1.3 REFERENCES14
A. Reference Standards15
1. Reference standards cited in this Specification refer to the current reference 16
standard published at the time of the latest revision date logged at the end of this 17
Specification, unless a date is specifically cited.18
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 19
High Voltage Overhead Lines.20
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 21
Specification22
1.4 ADMINISTRATIVE REQUIREMENTS23
A. Coordination with the Texas Department of Transportation24
1. When work in the right-of-way which is under the jurisdiction of the Texas 25
Department of Transportation (TxDOT):26
a. Notify the Texas Department of Transportation prior to commencing any work 27
therein in accordance with the provisions of the permit28
b. All work performed in the TxDOT right-of-way shall be performed in 29
compliance with and subject to approval from the Texas Department of 30
Transportation31
B. Work near High Voltage Lines32
1. Regulatory Requirements33
a. All Work near High Voltage Lines (more than 600 volts measured between 34
conductors or between a conductor and the ground) shall be in accordance with 35
Health and Safety Code, Title 9, Subtitle A, Chapter 752.36
2. Warning sign 37
a. Provide sign of sufficient size meeting all OSHA requirements.38
3. Equipment operating within 10 feet of high voltage lines will require the following 39
safety features 40
a. Insulating cage-type of guard about the boom or arm41
b. Insulator links on the lift hook connections for back hoes or dippers 42
c. Equipment must meet the safety requirements as set forth by OSHA and the 43
safety requirements of the owner of the high voltage lines44
4. Work within 6 feet of high voltage electric lines45
01 35 13 - 3
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
a. Notification shall be given to:1
1) The power company (example: ONCOR)2
a) Maintain an accurate log of all such calls to power company and record 3
action taken in each case.4
b. Coordination with power company5
1) After notification coordinate with the power company to:6
a) Erect temporary mechanical barriers, de-energize the lines, or raise or 7
lower the lines8
c. No personnel may work within 6 feet of a high voltage line before the above 9
requirements have been met.10
C. Confined Space Entry Program11
1. Provide and follow approved Confined Space Entry Program in accordance with 12
OSHA requirements.13
2. Confined Spaces include:14
a. Manholes15
b. All other confined spaces in accordance with OSHA’s Permit Required for 16
Confined Spaces17
D. Air Pollution Watch Days18
1. General19
a. Observe the following guidelines relating to working on City construction sites 20
on days designated as “AIR POLLUTION WATCH DAYS”. 21
b. Typical Ozone Season22
1) May 1 through October 31.23
c. Critical Emission Time24
1) 6:00 a.m. to 10:00 a.m.25
2. Watch Days26
a. The Texas Commission on Environmental Quality (TCEQ), in coordination 27
with the National Weather Service, will issue the Air Pollution Watch by 3:00 28
p.m. on the afternoon prior to the WATCH day. 29
b. Requirements30
1) Begin work after 10:00 a.m. whenever construction phasing requires the 31
use of motorized equipment for periods in excess of 1 hour. 32
2) However, the Contractor may begin work prior to 10:00 a.m. if:33
a) Use of motorized equipment is less than 1 hour, or 34
b) If equipment is new and certified by EPA as “Low Emitting“, or 35
equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 36
alternative fuels such as CNG.37
E. TCEQ Air Permit38
1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ.39
F. Use of Explosives, Drop Weight, Etc.40
1. When Contract Documents permit on the project the following will apply:41
a. Public Notification42
1) Submit notice to City and proof of adequate insurance coverage, 24 hours 43
prior to commencing. 44
2) Minimum 24 hour public notification in accordance with Section 01 31 1345
G. Water Department Coordination46
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
1. During the construction of this project, it will be necessary to deactivate, for a 1
period of time, existing lines. The Contractor shall be required to coordinate with 2
the Water Department to determine the best times for deactivating and activating 3
those lines.4
2. Coordinate any event that will require connecting to or the operation of an existing 5
City water line system with the City’s representative. 6
a. Coordination shall be in accordance with Section 33 12 25.7
b. If needed, obtain a hydrant water meter from the Water Department for use 8
during the life of named project. 9
c. In the event that a water valve on an existing live system be turned off and on 10
to accommodate the construction of the project is required, coordinate this 11
activity through the appropriate City representative. 12
1) Do not operate water line valves of existing water system. 13
a) Failure to comply will render the Contractor in violation of Texas Penal 14
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 15
will be prosecuted to the full extent of the law. 16
b) In addition, the Contractor will assume all liabilities and 17
responsibilities as a result of these actions.18
H. Public Notification Prior to Beginning Construction19
1. Prior to beginning construction on any block in the project, on a block by block 20
basis, prepare and deliver a notice or flyer of the pending construction to the front21
door of each residence or business that will be impacted by construction. The notice 22
shall be prepared as follows:23
a. Post notice or flyer 7 days prior to beginning any construction activity on each 24
block in the project area. 25
1) Prepare flyer on the Contractor’s letterhead and include the following 26
information: 27
a) Name of Project28
b) City Project No (CPN)29
c) Scope of Project (i.e. type of construction activity)30
d) Actual construction duration within the block31
e) Name of the contractor’s foreman and phone number32
f) Name of the City’s inspector and phone number 33
g) City’s after-hours phone number34
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 35
A.36
3) Submit schedule showing the construction start and finish time for each 37
block of the project to the inspector. 38
4) Deliver flyer to the City Inspector for review prior to distribution.39
b. No construction will be allowed to begin on any block until the flyer is 40
delivered to all residents of the block. 41
I. Public Notification of Temporary Water Service Interruption during Construction42
1. In the event it becomes necessary to temporarily shut down water service to 43
residents or businesses during construction, prepare and deliver a notice or flyer of 44
the pending interruption to the front door of each affected resident. 45
2. Prepared notice as follows:46
a. The notification or flyer shall be posted 24 hours prior to the temporary 47
interruption. 48
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
b. Prepare flyer on the contractor’s letterhead and include the following 1
information: 2
1) Name of the project3
2) City Project Number4
3) Date of the interruption of service5
4) Period the interruption will take place6
5) Name of the contractor’s foreman and phone number 7
6) Name of the City’s inspector and phone number8
c. A sample of the temporary water service interruption notification is attached as 9
Exhibit B.10
d. Deliver a copy of the temporary interruption notification to the City inspector 11
for review prior to being distributed. 12
e. No interruption of water service can occur until the flyer has been delivered to 13
all affected residents and businesses.14
f. Electronic versions of the sample flyers can be obtained from the Project 15
Construction Inspector.16
J. Coordination with United States Army Corps of Engineers (USACE)17
1. At locations in the Project where construction activities occur in areas where 18
USACE permits are required, meet all requirements set forth in each designated 19
permit.20
K. Coordination within Railroad Permit Areas21
1. At locations in the project where construction activities occur in areas where 22
railroad permits are required, meet all requirements set forth in each designated 23
railroad permit. This includes, but is not limited to, provisions for:24
a. Flagmen25
b. Inspectors26
c. Safety training27
d. Additional insurance28
e. Insurance certificates29
f. Other employees required to protect the right-of-way and property of the 30
Railroad Company from damage arising out of and/or from the construction of 31
the project. Proper utility clearance procedures shall be used in accordance 32
with the permit guidelines.33
2. Obtain any supplemental information needed to comply with the railroad’s 34
requirements.35
3. Railroad Flagmen36
a. Submit receipts to City for verification of working days that railroad flagmen 37
were present on Site.38
L. Dust Control39
1. Use acceptable measures to control dust at the Site. 40
a. If water is used to control dust, capture and properly dispose of waste water.41
b. If wet saw cutting is performed, capture and properly dispose of slurry.42
M. Employee Parking43
1. Provide parking for employees at locations approved by the City.44
01 35 13 - 6
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
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 SECTION11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.4.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
1.4.E – Added Contractor responsibility for obtaining a TCEQ Air Permit
13
01 35 13 - 7
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
EXHIBIT A1
(To be printed on Contractor’s Letterhead)2
3
4
5
Date:6
7
CPN No.:8
Project Name:9
Mapsco Location:10
Limits of Construction: 11
12
13
14
15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18
PROPERTY.19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21
OF THIS NOTICE.22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL:25
26
27
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.>28
29
OR 30
31
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 830634
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL36
37
01 35 13 - 8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised December 20, 2012
EXHIBIT B1
2
3
4
01 45 23 - 1
TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
SECTION 01 45 231
TESTING AND INSPECTION SERVICES2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Testing and inspection services procedures and coordination6
B. Deviations from this City of Fort Worth Standard Specification7
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 Contract10
2. Division 1 – General Requirements11
1.2 PRICE AND PAYMENT PROCEDURES12
A. Measurement and Payment13
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 REQUIREMENTS26
A. Testing27
1. Complete testing in accordance with the Contract Documents.28
2. Coordination29
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 Reports34
a. Electronic Distribution35
1) Confirm development of Project directory for electronic submittals to be 36
uploaded to City’s Buzzsaw site, or another external FTP site approved by 37
the City.38
01 45 23 - 2
TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
2) Upload test reports to designated project directory and notify appropriate 1
City representatives via email of submittal posting.2
3) Hard Copies3
a) 1 copy for all submittals submitted to the Project Representative4
b. Hard Copy Distribution (if required in lieu of electronic distribution)5
1) Tests performed by City6
a) Distribute 1 hard copy to the Contractor7
2) Tests performed by the Contractor8
a) Distribute 3 hard copies to City’s Project Representative9
4. Provide City’s Project Representative with trip tickets for each delivered load of 10
Concrete or Lime material including the following information:11
a. Name of pit12
b. Date of delivery13
c. Material delivered14
B. Inspection15
1. Inspection or lack of inspection does not relieve the Contractor from obligation to 16
perform work in accordance with the Contract Documents.17
1.5 SUBMITTALS [NOT USED]18
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]19
1.7 CLOSEOUT SUBMITTALS [NOT USED]20
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]21
1.9 QUALITY ASSURANCE [NOT USED]22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]23
1.11 FIELD [SITE] CONDITIONS [NOT USED]24
1.12 WARRANTY [NOT USED]25
PART 2 - PRODUCTS [NOT USED]26
PART 3 - EXECUTION [NOT USED]27
END OF SECTION28
29
Revision Log
DATE NAME SUMMARY OF CHANGE
30
01 50 00 - 1
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
01 50 00 - 2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
01 50 00 - 3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
01 50 00 - 4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 55 26 - 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
SECTION 01 55 261
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Administrative procedures for:6
a. Street Use Permit7
b. Modification of approved traffic control8
c. Removal of Street Signs9
B. Deviations from this City of Fort Worth Standard Specification10
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 Contract13
2. Division 1 – General Requirements14
3. Section 34 71 13 – Traffic Control15
1.2 PRICE AND PAYMENT PROCEDURES16
A. Measurement and Payment17
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 REFERENCES20
A. Reference Standards21
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 REQUIREMENTS26
A. Traffic Control27
1. General28
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 Permit35
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
01 55 26 - 2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
1) Allow a minimum of 5 working days for permit review.1
2) Contractor’s responsibility to coordinate review of Traffic Control plans for 2
Street Use Permit, such that construction is not delayed.3
C. Modification to Approved Traffic Control4
1. Prior to installation traffic control:5
a. Submit revised traffic control plans to City Department Transportation and 6
Public Works Department.7
1) Revise Traffic Control plans in accordance with Section 34 71 13.8
2) Allow minimum 5 working days for review of revised Traffic Control.9
3) It is the Contractor’s responsibility to coordinate review of Traffic Control 10
plans for Street Use Permit, such that construction is not delayed.11
D. Removal of Street Sign12
1. If it is determined that a street sign must be removed for construction, then contact 13
City Transportation and Public Works Department, Signs and Markings Division to 14
remove the sign.15
E. Temporary Signage16
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 17
requirements of the latest edition of the Texas Manual on Uniform Traffic Control 18
Devices (MUTCD).19
2. Install temporary sign before the removal of permanent sign.20
3. When construction is complete, to the extent that the permanent sign can be 21
reinstalled, contact the City Transportation and Public Works Department, Signs 22
and Markings Division, to reinstall the permanent sign.23
F. Traffic Control Standards24
1. Traffic Control Standards can be found on the City’s Buzzsaw website.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
PART 2 - PRODUCTS [NOT USED]34
PART 3 - EXECUTION [NOT USED]35
END OF SECTION36
01 55 26 - 3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
01 57 13 - 1
STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
SECTION 01 57 131
STORM WATER POLLUTION PREVENTION2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Procedures for Storm Water Pollution Prevention Plans6
B. Deviations from this City of Fort Worth Standard Specification7
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
Contract11
2. Division 1 – General Requirements12
3. Section 31 25 00 – Erosion and Sediment Control13
1.2 PRICE AND PAYMENT PROCEDURES14
A. Measurement and Payment15
1. Construction Activities resulting in less than 1 acre of disturbance16
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 disturbance19
a. Measurement and Payment shall be in accordance with Section 31 25 00.20
1.3 REFERENCES21
A. Abbreviations and Acronyms22
1. Notice of Intent: NOI23
2. Notice of Termination: NOT24
3. Storm Water Pollution Prevention Plan: SWPPP25
4. Texas Commission on Environmental Quality: TCEQ26
5. Notice of Change: NOC27
A. Reference Standards28
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 Construction32
Controls33
1.4 ADMINISTRATIVE REQUIREMENTS34
A. General35
1. Contractor is responsible for resolution and payment of any fines issued associated 36
with compliance to Stormwater Pollution Prevention Plan. 37
01 57 13 - 2
STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
B. Construction Activities resulting in:1
1. Less than 1 acre of disturbance2
a. Provide erosion and sediment control in accordance with Section 31 25 00 and 3
Drawings.4
2. 1 to less than 5 acres of disturbance5
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 6
Permit is required7
b. Complete SWPPP in accordance with TCEQ requirements8
1) TCEQ Small Construction Site Notice Required under general permit 9
TXR15000010
a) Sign and post at job site11
b) Prior to Preconstruction Meeting, send 1 copy to City Department of 12
Transportation and Public Works, Environmental Division, (817) 392-13
6088.14
2) Provide erosion and sediment control in accordance with:15
a) Section 31 25 0016
b) The Drawings17
c) TXR150000 General Permit18
d) SWPPP19
e) TCEQ requirements20
3. 5 acres or more of Disturbance21
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 22
Permit is required23
b. Complete SWPPP in accordance with TCEQ requirements24
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee25
a) Sign and post at job site26
b) Send copy to City Department of Transportation and Public Works, 27
Environmental Division, (817) 392-6088.28
2) TCEQ Notice of Change required if making changes or updates to NOI29
3) Provide erosion and sediment control in accordance with:30
a) Section 31 25 0031
b) The Drawings32
c) TXR150000 General Permit33
d) SWPPP34
e) TCEQ requirements35
4) Once the project has been completed and all the closeout requirements of 36
TCEQ have been met a TCEQ Notice of Termination can be submitted.37
a) Send copy to City Department of Transportation and Public Works, 38
Environmental Division, (817) 392-6088.39
1.5 SUBMITTALS40
A. SWPPP 41
1. Submit in accordance with Section 01 33 00, except as stated herein.42
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43
as follows:44
1) 1 copy to the City Project Manager45
a) City Project Manager will forward to the City Department of 46
Transportation and Public Works, Environmental Division for review47
01 57 13 - 3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
B. Modified SWPPP1
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 2
in accordance with Section 01 33 00.3
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]4
1.7 CLOSEOUT SUBMITTALS [NOT USED]5
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]6
1.9 QUALITY ASSURANCE [NOT USED]7
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]8
1.11 FIELD [SITE] CONDITIONS [NOT USED]9
1.12 WARRANTY [NOT USED]10
PART 2 - PRODUCTS [NOT USED]11
PART 3 - EXECUTION [NOT USED]12
END OF SECTION13
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
01 60 00 - 1
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
SECTION 01 60 001
PRODUCT REQUIREMENTS2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. References for Product Requirements and City Standard Products List6
B. Deviations from this City of Fort Worth Standard Specification7
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 Contract10
2. Division 1 – General Requirements11
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]12
1.3 REFERENCES [NOT USED]13
1.4 ADMINISTRATIVE REQUIREMENTS14
A. A list of City approved products for use is located on Buzzsaw as follows:15
1. Resources\02 - Construction Documents\Standard Products List16
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
1. 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
01 60 00 - 2
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
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 SECTION6
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 Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
SECTION 01 66 001
PRODUCT STORAGE AND HANDLING REQUIREMENTS2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Scheduling of product delivery6
2. Packaging of products for delivery7
3. Protection of products against damage from:8
a. Handling9
b. Exposure to elements or harsh environments10
B. Deviations from this City of Fort Worth Standard Specification11
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 Contract14
2. Division 1 – General Requirements15
1.2 PRICE AND PAYMENT PROCEDURES16
A. Measurement and Payment17
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 HANDLING27
A. Delivery Requirements28
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
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1
containers designed and constructed to protect the contents from physical or 2
environmental damage.3
5. Clearly and fully mark and identify as to manufacturer, item and installation 4
location.5
6. Provide manufacturer's instructions for storage and handling.6
B. Handling Requirements7
1. Handle products or equipment in accordance with these Contract Documents and 8
manufacturer’s recommendations and instructions.9
C. Storage Requirements10
1. Store materials in accordance with manufacturer’s recommendations and 11
requirements of these Specifications.12
2. Make necessary provisions for safe storage of materials and equipment. 13
a. Place loose soil materials and materials to be incorporated into Work to prevent 14
damage to any part of Work or existing facilities and to maintain free access at 15
all times to all parts of Work and to utility service company installations in 16
vicinity of Work. 17
3. Keep materials and equipment neatly and compactly stored in locations that will 18
cause minimum inconvenience to other contractors, public travel, adjoining owners, 19
tenants and occupants. 20
a. Arrange storage to provide easy access for inspection.21
4. Restrict storage to areas available on construction site for storage of material and 22
equipment as shown on Drawings, or approved by City’s Project Representative.23
5. Provide off-site storage and protection when on-site storage is not adequate. 24
a. Provide addresses of and access to off-site storage locations for inspection by 25
City’s Project Representative.26
6. Do not use lawns, grass plots or other private property for storage purposes without 27
written permission of owner or other person in possession or control of premises.28
7. Store in manufacturers’ unopened containers.29
8. Neatly, safely and compactly stack materials delivered and stored along line of 30
Work to avoid inconvenience and damage to property owners and general public31
and maintain at least 3 feet from fire hydrant. 32
9. Keep public and private driveways and street crossings open.33
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34
satisfaction of City’s Project Representative.35
a. Total length which materials may be distributed along route of construction at 36
one time is 1,000 linear feet, unless otherwise approved in writing by City’s 37
Project Representative.38
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
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 - EXECUTION4
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 CONTROL11
A. Tests and Inspections12
1. Inspect all products or equipment delivered to the site prior to unloading.13
B. Non-Conforming Work14
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 PROTECTION21
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 SECTION29
30
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DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
1
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
SECTION 01 74 231
CLEANING2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Intermediate and final cleaning for Work not including special cleaning of closed 6
systems specified elsewhere7
B. Deviations from this City of Fort Worth Standard Specification8
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 Contract11
2. Division 1 – General Requirements12
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding13
1.2 PRICE AND PAYMENT PROCEDURES14
A. Measurement and Payment15
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 REQUIREMENTS19
A. Scheduling20
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 HANDLING30
A. Storage and Handling Requirements31
1. Store cleaning products and cleaning wastes in containers specifically designed for 32
those materials.33
01 74 23 - 2
DAP CLEANING
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]1
1.12 WARRANTY [NOT USED]2
PART 2 - PRODUCTS3
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]4
2.2 MATERIALS5
A. Cleaning Agents6
1. Compatible with surface being cleaned7
2. New and uncontaminated8
3. For manufactured surfaces9
a. Material recommended by manufacturer10
2.3 ACCESSORIES [NOT USED]11
2.4 SOURCE QUALITY CONTROL [NOT USED]12
PART 3 - EXECUTION13
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 CLEANING23
A. General24
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
01 74 23 - 3
DAP CLEANING
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
6. Handle materials in a controlled manner with as few handlings as possible.1
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2
this project.3
8. Remove all signs of temporary construction and activities incidental to construction 4
of required permanent Work.5
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6
have the cleaning completed at the expense of the Contractor.7
10. Do not burn on-site.8
B. Intermediate Cleaning during Construction9
1. Keep Work areas clean so as not to hinder health, safety or convenience of 10
personnel in existing facility operations.11
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.12
3. Confine construction debris daily in strategically located container(s):13
a. Cover to prevent blowing by wind14
b. Store debris away from construction or operational activities15
c. Haul from site at a minimum of once per week16
4. Vacuum clean interior areas when ready to receive finish painting.17
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.18
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19
may become airborne or transported by flowing water during the storm.20
C. Exterior (Site or Right of Way) Final Cleaning21
1. Remove trash and debris containers from site.22
a. Re-seed areas disturbed by location of trash and debris containers in accordance 23
with Section 32 92 13.24
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25
that may hinder or disrupt the flow of traffic along the roadway.26
3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27
junction boxes and inlets.28
4. If no longer required for maintenance of erosion facilities, and upon approval by 29
City, remove erosion control from site.30
5. Clean signs, lights, signals, etc.31
3.11 CLOSEOUT ACTIVITIES [NOT USED]32
3.12 PROTECTION [NOT USED]33
3.13 MAINTENANCE [NOT USED]34
3.14 ATTACHMENTS [NOT USED]35
36
37
38
39
40
01 74 23 - 4
DAP CLEANING
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
END OF SECTION1
2
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
3
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
SECTION 01 77 191
CLOSEOUT REQUIREMENTS2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. The procedure for closing out a contract6
B. Deviations from this City of Fort Worth Standard Specification7
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 Contract10
2. Division 1 – General Requirements11
1.2 PRICE AND PAYMENT PROCEDURES12
A. Measurement and Payment13
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 REQUIREMENTS17
A. Guarantees, Bonds and Affidavits18
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 Claims22
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 SUBMITTALS25
A. Submit all required documentation to City’s Project Representative.26
27
28
29
30
31
32
33
34
35
36
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED]1
1.7 CLOSEOUT SUBMITTALS [NOT USED]2
PART 2 - PRODUCTS [NOT USED]3
PART 3 - EXECUTION4
3.1 INSTALLERS [NOT USED]5
3.2 EXAMINATION [NOT USED]6
3.3 PREPARATION [NOT USED]7
3.4 CLOSEOUT PROCEDURE8
A. Prior to requesting Final Inspection, submit:9
1. Project Record Documents in accordance with Section 01 78 3910
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 2311
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12
01 74 23.13
C. Final Inspection14
1. After final cleaning, provide notice to the City Project Representative that the Work15
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 Work21
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 parts30
b. Adequate oil and grease as required for the first lubrication of the equipment31
c. Initial fill up of all chemical tanks and fuel tanks32
d. Light bulbs33
e. Fuses34
f. Vault keys35
g. Handwheels36
h. Other expendable items as required for initial start-up and operation of all 37
equipment38
D. Notice of Project Completion39
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
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 Request6
b. Statement of Contract Time7
c. Affidavit of Payment and Release of Liens8
d. Consent of Surety to Final Payment9
e. Pipe Report (if required)10
f. Contractor’s Evaluation of City11
g. Performance Evaluation of Contractor12
F. Letter of Final Acceptance13
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 SECTION27
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 Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
SECTION 01 78 231
OPERATION AND MAINTENANCE DATA2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Product data and related information appropriate for City's maintenance and6
operation of products furnished under Contract7
2. Such products may include, but are not limited to:8
a. Traffic Controllers9
b. Irrigation Controllers (to be operated by the City)10
c. Butterfly Valves11
B. Deviations from this City of Fort Worth Standard Specification12
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 Contract15
2. Division 1 – General Requirements16
1.2 PRICE AND PAYMENT PROCEDURES17
A. Measurement and Payment18
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 REQUIREMENTS22
A. Schedule23
1. Submit manuals in final form to the City within 30 calendar days of product 24
shipment to the project site.25
1.5 SUBMITTALS26
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 SUBMITTALS29
A. Submittal Form30
1. Prepare data in form of an instructional manual for use by City personnel.31
2. Format32
a. Size: 8 ½ inches x 11 inches33
b. Paper34
1) 40 pound minimum, white, for typed pages35
2) Holes reinforced with plastic, cloth or metal36
c. Text: Manufacturer’s printed data, or neatly typewritten37
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
d. Drawings1
1) Provide reinforced punched binder tab, bind in with text2
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. Cover9
1) Identify each volume with typed or printed title "OPERATING AND 10
MAINTENANCE INSTRUCTIONS". 11
2) List:12
a) Title of Project13
b) Identity of separate structure as applicable14
c) Identity of general subject matter covered in the manual15
3. Binders16
a. Commercial quality 3-ring binders with durable and cleanable plastic covers17
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 Content21
1. Neatly typewritten table of contents for each volume, arranged in systematic order22
a. Contractor, name of responsible principal, address and telephone number23
b. A list of each product required to be included, indexed to content of the volume24
c. List, with each product:25
1) The name, address and telephone number of the subcontractor or installer26
2) A list of each product required to be included, indexed to content of the 27
volume28
3) Identify area of responsibility of each29
4) Local source of supply for parts and replacement30
d. Identify each product by product name and other identifying symbols as set 31
forth in Contract Documents.32
2. Product Data33
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 installed36
2) Clearly identify data applicable to installation37
3) Delete references to inapplicable information38
3. Drawings39
a. Supplement product data with drawings as necessary to clearly illustrate:40
1) Relations of component parts of equipment and systems41
2) Control and flow diagrams42
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 Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued1
a. Provide information sheet for City personnel giving:2
1) Proper procedures in event of failure3
2) Instances which might affect validity of warranties or bonds4
C. Manual for Materials and Finishes5
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 products8
1) Catalog number, size, composition9
2) Color and texture designations10
3) Information required for reordering special manufactured products11
b. Instructions for care and maintenance12
1) Manufacturer's recommendation for types of cleaning agents and methods13
2) Cautions against cleaning agents and methods which are detrimental to 14
product15
3) Recommended schedule for cleaning and maintenance16
3. Content, for moisture protection and weather exposure products:17
a. Manufacturer's data, giving full information on products18
1) Applicable standards19
2) Chemical composition20
3) Details of installation21
b. Instructions for inspection, maintenance and repair22
D. Manual for Equipment and Systems23
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 parts26
1) Function, normal operating characteristics and limiting conditions27
2) Performance curves, engineering data and tests28
3) Complete nomenclature and commercial number of replaceable parts29
b. Operating procedures30
1) Start-up, break-in, routine and normal operating instructions31
2) Regulation, control, stopping, shut-down and emergency instructions32
3) Summer and winter operating instructions33
4) Special operating instructions34
c. Maintenance procedures35
1) Routine operations36
2) Guide to "trouble shooting"37
3) Disassembly, repair and reassembly38
4) Alignment, adjusting and checking39
d. Servicing and lubrication schedule40
1) List of lubricants required41
e. Manufacturer's printed operating and maintenance instructions42
f. Description of sequence of operation by control manufacturer43
1) Predicted life of parts subject to wear44
2) Items recommended to be stocked as spare parts45
g. As installed control diagrams by controls manufacturer46
h. Each contractor's coordination drawings47
1) As installed color coded piping diagrams48
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve1
j. List of original manufacturer's spare parts, manufacturer's current prices, and 2
recommended quantities to be maintained in storage3
k. Other data as required under pertinent Sections of Specifications4
3. Content, for each electric and electronic system, as appropriate:5
a. Description of system and component parts6
1) Function, normal operating characteristics, and limiting conditions7
2) Performance curves, engineering data and tests8
3) Complete nomenclature and commercial number of replaceable parts9
b. Circuit directories of panelboards10
1) Electrical service11
2) Controls12
3) Communications13
c. As installed color coded wiring diagrams14
d. Operating procedures15
1) Routine and normal operating instructions16
2) Sequences required17
3) Special operating instructions18
e. Maintenance procedures19
1) Routine operations20
2) Guide to "trouble shooting"21
3) Disassembly, repair and reassembly22
4) Adjustment and checking23
f. Manufacturer's printed operating and maintenance instructions24
g. List of original manufacturer's spare parts, manufacturer's current prices, and 25
recommended quantities to be maintained in storage26
h. Other data as required under pertinent Sections of Specifications27
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 ASSURANCE32
A. Provide operation and maintenance data by personnel with the following criteria:33
1. Trained and experienced in maintenance and operation of described products34
2. Skilled as technical writer to the extent required to communicate essential data35
3. Skilled as draftsman competent to prepare required drawings36
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
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 SECTION6
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 Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
SECTION 01 78 391
PROJECT RECORD DOCUMENTS2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Work associated with the documenting the project and recording changes to project 6
documents, including:7
a. Record Drawings8
b. Water Meter Service Reports9
c. Sanitary Sewer Service Reports10
d. Large Water Meter Reports11
B. Deviations from this City of Fort Worth Standard Specification12
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 Contract15
2. Division 1 – General Requirements16
1.2 PRICE AND PAYMENT PROCEDURES17
A. Measurement and Payment18
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 SUBMITTALS23
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 ASSURANCE29
A. Accuracy of Records30
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
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
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CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
3. To facilitate accuracy of records, make entries within 24 hours after receipt of 1
information that the change has occurred.2
4. Provide factual information regarding all aspects of the Work, both concealed and 3
visible, to enable future modification of the Work to proceed without lengthy and 4
expensive site measurement, investigation and examination.5
1.10 STORAGE AND HANDLING6
A. Storage and Handling Requirements7
1. Maintain the job set of Record Documents completely protected from deterioration 8
and from loss and damage until completion of the Work and transfer of all recorded 9
data to the final Project Record Documents.10
2. In the event of loss of recorded data, use means necessary to again secure the data 11
to the City's approval.12
a. In such case, provide replacements to the standards originally required by the 13
Contract Documents.14
1.11 FIELD [SITE] CONDITIONS [NOT USED]15
1.12 WARRANTY [NOT USED]16
PART 2 - PRODUCTS17
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]18
2.2 RECORD DOCUMENTS19
A. Job set20
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21
charge to the Contractor, 1 complete set of all Documents comprising the Contract.22
B. Final Record Documents23
1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24
the City 1 complete set of all Final Record Drawings in the Contract.25
2.3 ACCESSORIES [NOT USED]26
2.4 SOURCE QUALITY CONTROL [NOT USED]27
PART 3 - EXECUTION28
3.1 INSTALLERS [NOT USED]29
3.2 EXAMINATION [NOT USED]30
3.3 PREPARATION [NOT USED]31
3.4 MAINTENANCE DOCUMENTS32
A. Maintenance of Job Set33
1. Immediately upon receipt of the job set, identify each of the Documents with the 34
title, "RECORD DOCUMENTS - JOB SET".35
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
2. Preservation1
a. Considering the Contract completion time, the probable number of occasions 2
upon which the job set must be taken out for new entries and for examination, 3
and the conditions under which these activities will be performed, devise a 4
suitable method for protecting the job set.5
b. Do not use the job set for any purpose except entry of new data and for review 6
by the City, until start of transfer of data to final Project Record Documents.7
c. Maintain the job set at the site of work.8
3. Coordination with Construction Survey9
a. At a minimum clearly mark any deviations from Contract Documents 10
associated with installation of the infrastructure. 11
4. Making entries on Drawings12
a. Record any deviations from Contract Documents.13
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 14
change by graphic line and note as required.15
c. Date all entries.16
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.17
e. In the event of overlapping changes, use different colors for the overlapping 18
changes.19
5. Conversion of schematic layouts20
a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 21
ducts, and similar items, are shown schematically and are not intended to 22
portray precise physical layout.23
1) Final physical arrangement is determined by the Contractor, subject to the 24
City's approval.25
2) However, design of future modifications of the facility may require 26
accurate information as to the final physical layout of items which are 27
shown only schematically on the Drawings.28
b. Show on the job set of Record Drawings, by dimension accurate to within 129
inch, the centerline of each run of items.30
1) Final physical arrangement is determined by the Contractor, subject to the 31
City's approval.32
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 33
ceiling plenum", "exposed", and the like).34
3) Make all identification sufficiently descriptive that it may be related 35
reliably to the Specifications.36
c. The City may waive the requirements for conversion of schematic layouts 37
where, in the City's judgment, conversion serves no useful purpose. However, 38
do not rely upon waivers being issued except as specifically issued in writing 39
by the City.40
B. Final Project Record Documents41
1. Transfer of data to Drawings42
a. Carefully transfer change data shown on the job set of Record Drawings to the 43
corresponding final documents, coordinating the changes as required.44
b. Clearly indicate at each affected detail and other Drawing a full description of 45
changes made during construction, and the actual location of items.46
c. Call attention to each entry by drawing a "cloud" around the area or areas 47
affected.48
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102062
Revised April 7, 2014
d. Make changes neatly, consistently and with the proper media to assure 1
longevity and clear reproduction.2
2. Transfer of data to other Documents3
a. If the Documents, other than Drawings, have been kept clean during progress of 4
the Work, and if entries thereon have been orderly to the approval of the City,5
the job set of those Documents, other than Drawings, will be accepted as final 6
Record Documents.7
b. If any such Document is not so approved by the City, secure a new copy of that 8
Document from the City at the City's usual charge for reproduction and 9
handling, and carefully transfer the change data to the new copy to the approval 10
of the City.11
3.5 REPAIR / RESTORATION [NOT USED]12
3.6 RE-INSTALLATION [NOT USED]13
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]14
3.8 SYSTEM STARTUP [NOT USED]15
3.9 ADJUSTING [NOT USED]16
3.10 CLEANING [NOT USED]17
3.11 CLOSEOUT ACTIVITIES [NOT USED]18
3.12 PROTECTION [NOT USED]19
3.13 MAINTENANCE [NOT USED]20
3.14 ATTACHMENTS [NOT USED]21
END OF SECTION22
23
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
24
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 1
CONCRETE PAVING
Page 1 of21
1 SECTION 32 13 13
2 CONCRETE PAVING
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Sectionincludes:
6 1. Finished pavement constructed of portland cement concreteincluding
7 monolithically poured curb on the prepared subgrade or other base course.
8 B. Deviations from this City of Fort Worth StandardSpecification
9 1. Deviating from Section 2.4.A.2.b by changed Minimum compressive Strenghtfrom
10 standard 3600 Psi to 4000 Psi, per Geotech Recommendation.
11 C. Related Specification Sections include, but are not necessarily limited to:
12 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of theContract
13 2. Division 1 - GeneralRequirements
14 3. Section 32 01 29 - Concrete PavingRepair
15 4. Section 32 13 73 - Concrete Paving JointSealants
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement
18 1. Measurement
19 a. Measurement for this Item shall be by the square yard of completed and
20 accepted Concrete Pavement in its final position as measured from back of curb
21 for various:
22 1) Classes
23 2) Thicknesses
24 2. Payment
25 a. The work performed and materials furnished in accordance with this Item will
26 be paid for at the unit price bid per square yard of Concrete Pavement.
27 3. The price bid shallinclude:
28 a.Shaping and fine grading the placement area
29 b.Furnishing and applying all water required
30 c.Furnishing, loading and unloading, storing, hauling and handling all concrete
31 ingredients including all freight and royalty involved
32 d.Mixing, placing, finishing and curing all concrete
33 e.Furnishing and installing all reinforcing steel
34 f.Furnishing all materials and placing longitudinal, warping, expansion, and
35 contraction joints, including all steel dowels, dowel caps and load transmission
36 units required, wire and devices for placing, holding and supporting the steel
37 bar, load transmission units, and joint filler material in the proper position; for
38 coating steel bars where required by the Drawings
39 g.Sealing joints
40 h.Monolithically poured curb
41 i.Cleanup
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
1 1.3 REFERENCES
2 A. ReferenceStandards
32 13 13 - 2
CONCRETE PAVING
Page 2 of21
3 1. Reference standards cited in this specification refer to the current referencestandard
4 published at the time of the latest revision date logged at the end of this
5 specification, unless a date is specifically cited.
6 2. ASTM International(ASTM):
7 a. A615/A615M, Deformed and Plain Billet-Steel Bars for Concrete
8 Reinforcement
9 b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the
10 Field
11 c. C33, Concrete Aggregates
12 d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete
13 Specimens
14 e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed
15 Beams of Concrete
16 f. C94/C94M, Standard Specifications for Ready-Mixed Concrete
17 g. C150, Portland Cement
18 h. C156, Water Retention by Concrete Curing Materials
19 i. C172, Standard Practice for Sampling Freshly Mixed Concrete
20 j. C260, Air Entraining Admixtures for Concrete
21 k. C309, Liquid Membrane-Forming Compounds for Curing Concrete, Type 2
22 l. C494, Chemical Admixtures for Concrete, Types “A”, “D”, “F” and “G”
23 m. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral
24 Admixture in Concrete
25 n. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for
26 Concrete
27 o. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic-
28 Cement Concrete
29 p. C1602, Standard Specification for Mixing Water Used in the Production of
30 Hydraulic Cement Concrete.
31 q. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort
32 (12,400 ft-lbf/ft3)
33 3. American Concrete Institute(ACI):
34 a. ACI 305.1-06 Specification for Hot Weather Concreting
35 b. ACI 306.1-90, Standard Specification for Cold WeatherConcreting
36 c. ACI 318
37 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
38 1.5 SUBMITTALS [NOT USED]
39 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
40 A. Mix Design: submit for approval. See Item 2.4.A.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 3
CONCRETE PAVING
Page 3 of 21
1 1.7 CLOSEOUT SUBMITTALS [NOT USED]
2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
3 1.9 QUALITY ASSURANCE [NOT USED]
4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
5 1.11 FIELD CONDITIONS
6 A. WeatherConditions
7 1. Place concrete when concrete temperature is between 40 and 100 degreeswhen
8 measured in accordance with ASTM C1064 at point of placement.
9 2. Hot WeatherConcreting
10 a. Take immediate corrective action or cease paving when the ambient
11 temperature exceeds 95 degrees.
12 b. Concrete paving operations shall be approved by the City when theconcrete
13 temperature exceeds 100 degrees. See Standard Specification for Hot Weather
14 Concreting (ACI 305.1-06).
15 3. Cold WeatherConcreting
16 a. Do not place when ambient temp in shade is below 40 degrees and falling.
17 Concrete may be placed when ambient temp is above 35 degrees and rising or
18 above 40 degrees.
19 b. Concrete paving operations shall be approved by the City whenambient
20 temperature is below 40 degrees. See Standard Specification for Cold Weather
21 Concreting (ACI 306.1-90).
22 B. Time: Place concrete after sunrise and no later than shall permit the finishing ofthe
23 pavement in natural light, or as directed by the City.
24 1.12 WARRANTY [NOT USED]
25 PART 2 - PRODUCTS
26 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
27 2.2 MATERIALS
28 A. Cementitious Material: ASTMC150.
29 B. Aggregates: ASTM C33.
30 C. Water: ASTM C1602.
31 D. Admixtures: When admixtures are used, conform to the appropriatespecification:
32 1. Air-Entraining Admixtures for Concrete: ASTMC260.
33 2. Chemical Admixtures for Concrete: ASTM C494, Types “A”, “D”, “F” and“G.”
34 3. FlyAsh
35 a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete:
36 ASTM C618.
37 b. Fly ash may be substituted at one pound per pound of cement up to 25% ofthe
38 specified cement content when such batch design is approved by the Engineer.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
1 E. Steel Reinforcement: ASTM A615.
2 F. Steel Wire Reinforcement: Not used for concrete pavement.
3 G. Dowels and TieBars
4 1. Dowel and tie bars: ASTMA615.
5 2. DowelCaps
32 13 13 - 4
CONCRETE PAVING
Page 4 of21
6 a. Provide dowel caps with enough range of movement to allow complete closure
7 of the expansion joint.
8 b. Caps for dowel bars shall be of the length shown on the Drawings andshall
9 have an internal diameter sufficient to permit the cap to freely slip over the bar.
10 c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch,
11 and one end of the cap shall be rightly closed.
12 3. Epoxy for Dowel and Tie Bars: ASTMC881.
13 a. See following table for approved producers of epoxies and adhesives
14
Pre-Qualified Producers of Epoxies and Adhesives
Product Name Producer
Concresive 1420 BASF
HTE-50 Hilti
T 308 + Powers Fasteners
P E 1000+ Powers Fasteners
C-6 Ramset-Redhead
Epcon G-5 Ramset-Redhead
Pro-Poxy-300 Fast Tube Unitex
Shep-Poxy TxIII CMC Construction Services
Ultrabond 1300 Tubes Adhesives Technology
Ultrabone 2300 N.S. A-22-2300
Slow Set Adhesives Technology
Dynapoxy EP-430 Pecora Corp.
EDOT Simpson Strong Tie
ET22 Simpson Strong Tie
SET 22 Simpson Strong Tie
SpecPoxy 3000FS SpecChem
15
16 b. Epoxy Use, Storage andHandling
17 1) Package components in airtight containers and protect from light and
18 moisture.
19 2) Include detailed instructions for the application of the material and all
20 safety information and warnings regarding contact with thecomponents.
21 3) Epoxy label requirements
22 a) Resin or hardenercomponents
23 b) Brand name
24 c) Name ofmanufacturer
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
1 d) Lot or batch number
2 e) Temperature range forstorage
3 f) Date of manufacture
4 g) Expiration date
5 h) Quantity contained
32 13 13 - 5
CONCRETE PAVING
Page 5 of21
6 4) Store epoxy and adhesive components at temperatures recommended by the
7 manufacturer.
8 5) Do not use damaged or previously opened containers and any material that
9 shows evidence of crystallization, lumps skinning, extreme thickening, or
10 settling of pigments that cannot be readily dispersed with normal agitation.
11 6) Follow sound environmental practices when disposing of epoxy and
12 adhesive wastes.
13 7) Dispose of all empty containers separately.
14 8) Dispose of epoxy by completely emptying and mixing the epoxy before
15 disposal
16 H. Reinforcement BarChairs
17 1. Reinforcement bar chairs or supports shall be of adequate strength to supportthe
18 reinforcement bars and shall not bend or break under the weight of the
19 reinforcement bars or Contractor’s personnel walking on the reinforcing bars.
20 2. Bar chairs may be made of metal (free of rust), precast mortar or concrete blocksor
21 plastic.
22 3. For approval of plastic chairs, representative samples of the plastic shall showno
23 visible indications of deterioration after immersion in a 5-percent solution of
24 sodium hydroxide for 120-hours.
25 4. Bar chairs may be rejected for failure to meet any of the requirements ofthis
26 specification.
27 I. Joint Filler
28 1. Joint filler is the material placed in concrete pavement and concrete structuresto
29 allow for the expansion and contraction of the concrete.
30 2. Wood Boards: Used as joint filler for concretepaving.
31 a. Boards for expansion joint filler shall be of the required size, shape and type
32 indicated on the Drawings or required in the specifications.
33 1) Boards shall be of selected stock of redwood or cypress. The boards shall
34 be sound heartwood and shall be free from sapwood, knots, clustered
35 birdseyes, checks and splits.
36 2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall
37 be sufficiently rigid to permit ease of installation.
38 3) Boards shall be furnished in lengths equal to the width between
39 longitudinal joints, and may be furnished in strips or scored sheet of the
40 required shape.
41 3. Dimensions. The thickness of the expansion joint filler shall be shown onthe
42 Drawings; the width shall be not less than that shown on the Drawings, providing
43 for the top seal space.
44 4. Rejection. Expansion joint filler may be rejected for failure to meet any ofthe
45 requirements of this specification.
46 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
1 K. CuringMaterials
2 1. Membrane-FormingCompounds.
32 13 13 - 6
CONCRETE PAVING
Page 6 of21
3 a. Conform to the requirements of ASTM C309, Type 2, white pigmented
4 compound and be of such nature that it shall not produce permanent
5 discoloration of concrete surfaces nor react deleteriously with the concrete.
6 b. The compound shall produce a firm, continuous uniformmoisture-impermeable
7 film free from pinholes and shall adhere satisfactorily to the surfaces of damp
8 concrete.
9 c. It shall, when applied to the damp concrete surface at the specified rate of
10 coverage, dry to touch in 1 hour and dry through in not more than 4 hoursunder
11 normal conditions suitable for concrete operations.
12 d. It shall adhere in a tenacious film without running off or appreciably sagging.
13 e. It shall not disintegrate, check, peel or crack during the required curing period.
14 f. The compound shall not peel or pick up under traffic and shall disappearfrom
15 the surface of the concrete by gradual disintegration.
16 g. The compound shall be delivered to the job site in the manufacturer'soriginal
17 containers only, which shall be clearly labeled with the manufacturer's name,
18 the trade name of the material and a batch number or symbol with which test
19 samples may be correlated.
20 h. When tested in accordance with ASTM C156 Water Retention byConcrete
21 Curing Materials, the liquid membrane-forming compound shall restrict theloss
22 of water present in the test specimen at the time of application of the curing
23 compound to not more than 0.01-oz.-per-2 inches of surface.
24 2.3 ACCESSORIES [NOT USED]
25 2.4 SOURCE QUALITY CONTROL
26 A. MixDesign
27 1. Concrete Mix Design andControl
28 a. At least 10 calendar days prior to the start of concrete paving operations, the
29 Contractor shall submit a design of the concrete mix it proposes to use and a
30 full description of the source of supply of each material component.
31 b. The design of the concrete mix shall produce a quality concrete complyingwith
32 these specifications and shall include the following information:
33 1) Design Requirements and Design Summary
34 2) Material source
35 3) Dry weight of cement/cubic yard and type
36 4) Dry weight of fly ash/cubic yard and type, if used
37 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard
38 6) Design water/cubic yard
39 7) Quantities, type, and name of admixtures with manufacturer's data sheets
40 8) Current strength tests or strength tests in accordance with ACI 318
41 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates
42 and date of tests
43 10) Fineness modulus of fine aggregate
44 11) Specific Gravity and Absorption Values of fine and coarse aggregates
45 12) L.A. Abrasion of coarse aggregates
46 c. Once mix design approved by City, maintain intent of mix designand
47 maximum water to cement ratio.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 7
CONCRETE PAVING
Page 7 of21
1 d. No concrete may be placed on the job site until the mix design hasbeen
2 approved by the City.
3 2. Quality ofConcrete
4 a. Consistency
5 1) In general, the consistency of concrete mixtures shall be such that:
6 a) Mortar shall cling to the coarseaggregate
7 b) Aggregate shall not segregate in concrete when it is transported to the
8 place of deposit
9 c) Concrete, when dropped directly from the discharge chute of the mixer,
10 shall flatten out at the center of the pile, but the edges of the pile shall
11 stand and not flow
12 d) Concrete and mortar shall show no free water when removed from the
13 mixer
14 e) Concrete shall slide and not flow into place when transported in metal
15 chutes at an angle of 30 degrees with the horizontal
16 f) Surface of the finished concrete shall be free from a surface film or
17 laitance
18 2) When field conditions are such that additional moisture is needed for the
19 final concrete surface finishing operation, the required water shall be
20 applied to the surface by hand sprayer only and be held to a minimum
21 amount.
22 3) The concrete shall be workable, cohesive, possess satisfactory finishing
23 qualities and be of the stiffest consistency that can be placed and vibrated
24 into a homogeneous mass.
25 4) Excessive bleeding shall be avoided.
26 5) If the strength or consistency required for the class of concrete being
27 produced is not secured with the minimum cement specified or without
28 exceeding the maximum water/cement ratio, the Contractor may use, or the
29 City may require, an approved cement dispersing agent (water reducer); or
30 the Contractor shall furnish additional aggregates, or aggregates with
31 different characteristics, or the Contractor may use additional cement in
32 order to produce the required results.
33 6) The additional cement may be permitted as a temporary measure, until
34 aggregates are changed and designs checked with the different aggregates
35 or cement dispersing agent.
36 7) The Contractor is solely responsible for the quality of the concrete
37 produced.
38 8) The City reserves the right to independently verify the quality of the
39 concrete through inspection of the batch plant, testing of the various
40 materials used in the concrete and by casting and testing concrete cylinders
41 or beams on the concrete actually incorporated in the pavement.
42 b. StandardClass
43 1) Unless otherwise shown on the Drawings or detailed specifications, the
44 standard class for concrete paving for streets and alleys is shown in the
45 following table:
46
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 8
CONCRETE PAVING
Page 8 of21
1 Standard Classes of Pavement Concrete
Class of
Concrete1
Minimum
Cementitious,
Lb./CY
28 Day Min.
Compressive,
Strength2
psi
Maximum
Water/
Cementitious,
Ratio
Course
Aggregate
Maximum
Size
inch
P 517 4000 0.49 1-1/2
H 564 4500 0.45 1-1/2
2 1. All exposed horizontal concrete shall have entrained-air.
3 2. Minimum Compressive Strength Required.
4 3. Compressive strength of Class P has been increased to 4000 psi per the Geotechreport
5
6 2) Machine-Laid concrete: Class P
7 3) Hand-Laid concrete: Class H
8 c. High Early Strength Concrete (HES)
9 1) When shown on the Drawings or allowed, provide Class HES concrete for
10 very early opening of pavements area or leaveouts to traffic.
11 2) Design class HES to meet the requirements of class specified for concrete
12 pavement and a minimum compressive strength of 2,600 psi in 24 hours,
13 unless other early strength and time requirements are shown on the
14 Drawings allowed.
15 3) No strength overdesign is required.
16
17 Standard Classes of Pavement Concrete
Class of
Concrete1
Minimum
Cementitious
Lb./CY
28 Day Min.
Compressive
Strength2
psi
Maximum
Water/
Cementitious
Ratio
Course
Aggregate
Maximum
Size,
inch
HES 564 4500 0.45 1-1/2
18
19 d. Slump
20 1) Slump requirements for pavement and related concrete shall be as specified
21 in the following table:
22
23 Concrete Pavement Slump Requirements
Concrete Use Recommended
Design
and Placement
Slump,
inch
Maximum
Acceptable
Placement
Slump,
inch
Slip-Form/Form-Riding Paving 1-1/2 3
Hand Formed Paving 45
Sidewalk, Curb and Gutter, Concrete
Valley Gutter and Other Miscellaneous
Concrete
45
24
25 2) No concrete shall be permitted with slump in excess of the maximums
26 shown.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 9
CONCRETE PAVING
Page 9 of21
1 3) Any concrete mix failing to meet the above consistency requirements,
2 although meeting the slump requirements, shall be considered
3 unsatisfactory, and the mix shall be changed to correct such unsatisfactory
4 conditions.
5 PART 3 - EXECUTION
6 3.1 INSTALLERS [NOT USED]
7 3.2 EXAMINATION [NOT USED]
8 3.3 PREPARATION [NOT USED]
9 3.4 INSTALLATION
10 A. Equipment
11 1. All equipment necessary for the construction of this item shall be on theproject.
12 2. The equipment shall include spreading devices (augers), internalvibration,
13 tamping, and surface floating necessary to finish the freshly placed concrete in such
14 a manner as to provide a dense and homogeneous pavement.
15 3. Machine-Laid ConcretePavement
16 a. Fixed-Form Paver. Fixed-form paving equipment shall be provided withforms
17 that are uniformly supported on a very firm subbase to prevent sagging under
18 the weight of machine.
19 b. Slip-FormPaver
20 1) Slip-form paving equipment shall be provided with traveling side forms of
21 sufficient dimensions, shape and strength so as to support the concrete
22 laterally for a sufficient length of time during placement.
23 2) City may reject use of Slip-Form Paver if paver requires over-digging and
24 impacts trees, mailboxes or other improvements.
25 4. Hand-Laid ConcretePavement
26 a. Machines that do not incorporate these features, such as roller screeds or
27 vibrating screeds, shall be considered tools to be used in hand-laid concrete
28 construction, as slumps, spreading methods, vibration, and other proceduresare
29 more common to hand methods than to machine methods.
30 5. City may reject equipment and stop operation if equipment does notmeet
31 requirements.
32 B. Concrete Mixing and Delivery
33 1. Transit Batching: shall not be used – onsite mixing notpermitted
34 2. Ready MixedConcrete
35 a. The concrete shall be produced in an approved method conforming to the
36 requirements of this specification and ASTM C94/C94M. City shall haveaccess
37 ready mix to get samples of materials.
38 b. City shall have access to ready mix plant to obtain materialsamples.
39 c. When ready-mix concrete is used, sample concrete per ASTM C94 Alternate
40 Procedure 2:
41 1) As the mixer is being emptied, individual samples shall be taken after the
42 discharge of approximately 15 percent and 85 percent of the load.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 10
CONCRETE PAVING
Page 10 of 21
1 2) The method of sampling shall provide that the samples are representative of
2 widely separated portions, but not from the very ends of the batch.
3 d. The mixing of each batch, after all materials are in the drum, shall continueuntil
4 it produces a thoroughly mixed concrete of uniform mass as determined by
5 established mixer performance ratings and inspection, or appropriate uniformity
6 tests as described in ASTM C94.
7 e. The entire contents of the drum shall be discharged before any materialsare
8 placed therein for the succeeding batch.
9 f. Retempering or remixing shall not be permitted.
10 3. Delivery
11 a. Deliver concrete at an interval not exceeding 30 minutes or as determined by
12 City to prevent cold joint.
13 4. DeliveryTickets
14 a. For all operations, the manufacturer of the concrete shall, before unloading,
15 furnish to the purchaser with each batch of concrete at the site a delivery ticket
16 on which is printed, stamped, or written, the following information to determine
17 that the concrete was proportioned in accordance with the approved mix design:
18 1) Name of concrete supplier
19 2) Serial number of ticket
20 3) Date
21 4) Truck number
22 5) Name of purchaser
23 6) Specific designation of job (name and location)
24 7) Specific class, design identification and designation of the concrete in
25 conformance with that employed in job specifications
26 8) Amount of concrete in cubic yards
27 9) Time loaded or of first mixing of cement and aggregates
28 10) Water added by receiver of concrete
29 11) Type and amount of admixtures
30 C. Subgrade
31 1. When manipulation or treatment of subgrade is required on the Drawings, thework
32 shall be performed in proper sequence with the preparation of the subgrade for
33 pavement.
34 2. The roadbed shall be excavated and shaped in conformity with the typical sections
35 and to the lines and grades shown on the Drawings or established by theCity.
36 3. All holes, ruts and depressions shall be filled and compacted with suitablematerial
37 and, if required, the subgrade shall be thoroughly wetted and reshaped.
38 4. Irregularities of more than 1/2 inch., as shown by straightedge or template, shallbe
39 corrected.
40 5. The subgrade shall be uniformly compacted to at least 95 percent of themaximum
41 density as determined by ASTM D698.
42 6. Moisture content shall be within minus 2 percent to plus 4 percent ofoptimum.
43 7. The prepared subgrade shall be wetted down sufficiently in advance of placingthe
44 pavement to ensure its being in a firm and moist condition.
45 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution
46 of the work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 11
CONCRETE PAVING
Page 11 of 21
1 9. The Contractor shall notify the City at least 24 hours in advance of its intentionto
2 place concrete pavement.
3 10. After the specified moisture and density are achieved, the Contractor shall maintain
4 the subgrade moisture and density in accordance with this Section.
5 11. In the event that rain or other conditions may have adversely affected the condition
6 of the subgrade or base, additional tests may be required as directed by the City.
7 D. Placing and RemovingForms
8 1. PlacingForms
9 a. Forms for machine-laid concrete
10 1) The side forms shall be metal, of approved cross section and bracing, of a
11 height no less than the prescribed edge thickness of the concrete section,
12 and a minimum of 10 feet in length for each individual form.
13 2) Forms shall be of ample strength and staked with adequate number of pins
14 capable of resisting the pressure of concrete placed against them and the
15 thrust and the vibration of the construction equipment operating uponthem
16 without appreciable springing, settling or deflection.
17 3) The forms shall be free from warps, bends or kinks and shall show no
18 variation from the true plane for face or top.
19 4) Forms shall be jointed neatly and tightly and set with exactness to the
20 established grade and alignment.
21 5) Forms shall be set to line and grade at least 200 feet, where practicable, in
22 advance of the paving operations.
23 6) In no case shall the base width be less than 8 inches for a form 8 inches or
24 more in height.
25 7) Forms must be in firm contact with the subgrade throughout their length
26 and base width.
27 8) If the subgrade becomes unstable, forms shall be reset, using heavy stakes
28 or other additional supports may be necessary to provide therequired
29 stability.
30 b. Forms for hand-laidconcrete
31 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2
32 inches in thickness or equivalent when wooden forms are used, or be of a
33 gauge that shall provide equivalent rigidity and strength when metal forms
34 are used.
35 2) For curves with a radius of less than 250 feet, acceptable flexible metal or
36 wood forms shall be used.
37 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line
38 shall be rejected.
39 2. Settling. When forms settle over 1/8 inch under finishing operations,paving
40 operations shall be stopped the forms reset to line and grade and the pavementthen
41 brought to the required section and thickness.
42 3. Cleaning. Forms shall be thoroughly cleaned after eachuse.
43 4. Removal.
44 a. Forms shall remain in place until the concrete has taken its final set.
45 b. Avoid damage to the edge of the pavement when removing forms.
46 c. Repair damage resulting from form removal and honeycombed areas with a
47 mortar mix within 24 hours after form removal unless otherwise approved.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 12
CONCRETE PAVING
Page 12 of 21
1 d. Clean joint face and repair honeycombed or damaged areas within 24 hours
2 after a bulkhead for a transverse construction joint has been removed unless
3 otherwise approved.
4 e. When forms are removed before 72 hours after concrete placement, promptly
5 apply membrane curing compound to the edge of the concrete pavement.
6 E. Placing Reinforcing Steel, Tie, and Dowel Bars
7 1. General
8 a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed
9 as shown on the Drawings.
10 b. All reinforcing steel shall be clean, free from rust in the form of looseor
11 objectionable scale, and of the type, size and dimensions shown on the
12 Drawings.
13 c. Reinforcing bars shall be securely wired together at the alternate intersections
14 and all splices and shall be securely wired at each intersection dowel and load-
15 transmission unit intersected.
16 d. All bars shall be installed in their required position as shown on theDrawings.
17 e. The storing of reinforcing or structural steel on completed roadway slabs
18 generally shall be avoided and, where permitted, such storage shall be limited
19 to quantities and distribution that shall not induce excessive stresses.
20 2. Splices
21 a. Provide standard reinforcement splices by lapping and tying ends.
22 b. Comply with ACI 318 for minimum lap of spliced bars where not specifiedon
23 the Drawings.
24 3. Installation of ReinforcingSteel
25 a. All reinforcing bars and bar mats shall be installed in the slab at the required
26 depth below the finished surface and supported by and securely attached to bar
27 chairs installed on prescribed longitudinal and transverse centers as shown by
28 sectional and detailed drawings on the Drawings.
29 b. Chairs Assembly. The chair assembly shall be similar and equal to thatshown
30 on the Drawings and shall be approved by the City prior toextensive
31 fabrication.
32 c. After the reinforcing steel is securely installed above the subgrade as specified
33 in Drawings and as herein prescribed, no loading shall be imposed upon the
34 bar mats or individual bars before or during the placing or finishing of the
35 concrete.
36 4. Installation of DowelBars
37 a. Install through the predrilled joint filler and rigidly support in truehorizontal
38 and vertical positions by an assembly of bar chairs and dowel baskets.
39 b. DowelBaskets
40 1) The dowels shall be held in position exactly parallel to surface and
41 centerline of the slab, by a dowel basket that is left in the pavement.
42 2) The dowel basket shall hold each dowel in exactly the correct position so
43 firmly that the dowel’s position cannot be altered by concreting operations.
44 c. Dowel Caps
45 1) Install cap to allow the bar to move not less than 1-1/4 inch in either
46 direction.
47 5. Tie Bar and DowelPlacement
48 a. Place at mid-depth of the pavement slab, parallel to the surface.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
1 b. Place as shown on theDrawings.
2 6. Epoxy for Tie and Dowel BarInstallation
3 1) Epoxy bars as shown on the Drawings.
32 13 13 - 13
CONCRETE PAVING
Page 13 of 21
4
5
6
7
8
9 F. Joints
2)Use only drilling operations that do not damage the surroundingoperations.
3)Blow out drilled holes with compressed air.
4)Completely fill the drilled hole with approved epoxy before inserting the tie
bar into the hole.
5)Install epoxy grout and bar at least 6 inches embedded into concrete.
10 1. Joints shall be placed where shown on the Drawings or where directed by theCity.
11 2. The plane of all joints shall make a right angle with the surface of thepavement.
12 3. No joints shall have an error in alignment of more than 1/2 inch at anypoint.
13 4. JointDimensions
14 a. The width of the joint shall be shown on the Drawings, creating the joint
15 sealant reservoir.
16 b. The depth of the joint shall be shown on theDrawings.
17 c. Dimensions of the sealant reservoir shall be in accordance with manufacturer’s
18 recommendations.
19 d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement
20 surface at the center of the joint.
21 5. Transverse ExpansionJoints
22 a. Expansion joints shall be installed perpendicularly to the surface and to the
23 centerline of the pavement at the locations shown on the Drawings, or as
24 approved by the City.
25 b. Joints shall be of the design width, and spacing shown on the Drawings, or as
26 approved by the City.
27 c. Dowel bars, shall be of the size and type shown on the Drawings, or as
28 approved by the City, and shall be installed at the specified spacing.
29 d. Support dowel bars with dowelbaskets.
30 e. Dowels shall restrict the free opening and closing of the expansion joinand
31 shall not make planes of weaknesses in the pavement.
32 f. Greased Dowels for Expansion Joints.
33 1) Coat dowels with a thin film of grease or other approved de-bonding
34 material.
35 2) Provide dowel caps on the lubricated end of each dowel bar.
36 g. Proximity to Existing Structures. When the pavement is adjacent to oraround
37 existing structures, expansions joints shall be constructed in accordance with
38 the details shown on the Drawings.
39 6. Transverse ContractionJoints
40 a. Contraction or dummy joints shall be installed at the locations and at the
41 intervals shown on the Drawings.
42 b. Joints shall be of the design width, and spacing shown on the Drawings, or as
43 approved by the City.
44 c. Dowel bars, shall be of the size and type shown on the Drawings, or as
45 approved by the City, and shall be installed at the specified spacing.
46 d. Joints shall be sawed into the completed pavement surface as soon afterinitial
47 concrete set as possible so that some raveling of the concrete is observed in
48 order for the sawing process to prevent uncontrolled shrinkage cracking.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 14
CONCRETE PAVING
Page 14 of 21
1 e. The joints shall be constructed by sawing to a 1/4 inch width and to a depthof
2 1/3 inch (1/4 inch permitted if limestone aggregate used) of the actual
3 pavement thickness, or deeper if so indicated on the Drawings.
4 f. Complete sawing as soon as possible in hot weather conditions and within a
5 maximum of 24 hours after saw cutting begins under cool weather conditions.
6 g. If sharp edge joints are being obtained, the sawing process shall be sped up to
7 the point where some raveling is observed.
8 h. Damage by blade action to the slab surface and to the concrete immediately
9 adjacent to the joint shall be minimized.
10 i. Any portion of the curing membrane which has been disturbed bysawing
11 operations shall be restored by spraying the areas with additional curing
12 compound.
13 7. Transverse ConstructionJoints
14 a. Construction joints formed at the close of each day’s work or when the placing
15 of concrete has been stopped for 30-minutes or longer shall be constructed by
16 use of metal or wooden bulkheads cut true to the section of the finished
17 pavement and cleaned.
18 b. Wooden bulkheads shall have a thickness of not less than 2-inch stockmaterial.
19 c. Longitudinal bars shall be held securely in place in a plane perpendicular tothe
20 surface and at right angles to the centerline of the pavement.
21 d. Edges shall be rounded to 1/4 inch radius.
22 e. Any surplus concrete on the subgrade shall be removed upon the resumption of
23 the work.
24 8. Longitudinal ConstructionJoints
25 a. Longitudinal construction joints shall be of the type shown on theDrawings.
26 9. JointFiller
27 a. Joint filler shall be as specified in 2.2.I of the size and shape shown onthe
28 Drawings.
29 b. Redwood Board joints shall be used for all pavement joints except for
30 expansion joints that are coincident with a butt joint against existing
31 pavements.
32 c. Boards with less than 25-percent of moisture at the time of installation shall be
33 thoroughly wetted on the job.
34 d. Green lumber of much higher moisture content is desirable and acceptable.
35 e. The joint filler shall be appropriately drilled to admit the dowel bars when
36 required.
37 f. The bottom edge of the filler shall extend to or slightly below the bottom ofthe
38 slab. The top edge shall be held approximately 1/2 inch below thefinished
39 surface of the pavement in order to allow the finishing operations to be
40 continuous.
41 g. The joint filler may be composed of more than one length of board in the
42 length of joint, but no board of a length less than 6 foot may be usedunless
43 otherwise shown on the Drawings.
44 h. After the removal of the side forms, the ends of the joints at the edges of the
45 slab shall be carefully opened for the entire depth of the slab.
46 10. Joint Sealing. Routine pavement joints shall be filled consistent with pavingdetails
47 and as specified in Section 32 13 73. Materials shall generally be handled and
48 applied according to the manufacturer’s recommendations as specified in Section
49 32 13 73.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 15
CONCRETE PAVING
Page 15 of 21
1 G. PlacingConcrete
2 1. Unless otherwise specified in the Drawings, the finished pavement shallbe
3 constructed monolithically and constructed by machined laid method unless
4 impractical.
5 2. The concrete shall be rapidly deposited on the subgrade in successive batchesand
6 shall be distributed to the required depth and for the entire width of thepavement
7 by shoveling or other approved methods.
8 3. Any concrete not placed as herein prescribed within the time limits in thefollowing
9 table will be rejected. Time begins when the water is added to the mixer.
10 Temperature – Time Requirements
Concrete Temperature
(at point of placement)
Max Time – minutes
(no retarding agent)
Max Time – minutes
(with retarding agent)1
Non-Agitated Concrete
All temperatures 45 45
Agitated Concrete
Above 90°F Time may be reduced by
City
75
Above 75°F thru 90°F 60 90
75°F and Below 60 120
11 1 Normal dosage of retarder.
12
13 4. Rakes shall not be used in handlingconcrete.
14 5. At the end of the day, or in case of unavoidable interruption or delay of morethan
15 30 minutes or longer to prevent cold joints, a transverse construction joint shallbe
16 placed in accordance with 3.4.F.7 of this Section.
17 6. Honeycombing
18 a. Special care shall be taken in placing and spading the concrete against the
19 forms and at all joints and assemblies so as to prevent honeycombing.
20 b. Excessive voids and honeycombing in the edge of the pavement, revealedby
21 the removal of the side forms, may be cause for rejection of the section of slab
22 in which the defect occurs.
23 H. Finishing
24 1. Machine
25 a. Tolerance Limits
26 1) While the concrete is still workable, it shall be tested for irregularities with
27 a 10 foot straightedge placed parallel to the centerline of the pavement soas
28 to bridge depressions and to touch all high spots.
29 2) Ordinates measured from the face of the straightedge to the surface of the
30 pavement shall at no place exceed 1/16 inch-per-foot from the nearest point
31 of contact.
32 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater
33 than 1/8 inch.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 16
CONCRETE PAVING
Page 16 of 21
1 4) Any surface not within the tolerance limits shall be reworked and
2 refinished.
3 b. Edging
4 1) The edges of slabs and all joints requiring edging shall be carefully tooled
5 with an edger of the radius required by the Drawings at the time the
6 concrete begins to take its “set” and becomes non-workable.
7 2) All such work shall be left smooth and true to lines.
8 2. Hand
9 a. Hand finishing permitted only in intersections and areas inaccessible to a
10 finishing machine.
11 b. When the hand method of striking off and consolidating is permitted,the
12 concrete, as soon as placed, shall be approximately leveled and then struck off
13 with screed bar to such elevation above grade that, when consolidated and
14 finished, the surface of the pavement shall be at the grade elevation shown on
15 the Drawings.
16 c. A slight excess of material shall be kept in front of the cutting edge at alltimes.
17 d. The straightedge and joint finishing shall be as prescribedherein.
18 I. Curing
19 1. The curing of concrete pavement shall be thorough and continuous throughout the
20 entire curing period.
21 2. Failure to provide proper curing as herein prescribed shall be consideredas
22 sufficient cause for immediate suspension of the paving operations.
23 3. The curing method as herein specified does not preclude the use of any of theother
24 commonly used methods of curing, and the City may approve another method of
25 curing if so requested by the Contractor.
26 4. If any selected method of curing does not afford the desired results, the Cityshall
27 have the right to order that another method of curing be instituted.
28 5. After removal of the side forms, the sides of the slab shall receive a likecoating
29 before earth is banked against them.
30 6. The solution shall be applied, under pressure with a spray nozzle, in such amanner
31 as to cover the entire surfaces thoroughly and completely with a uniform film.
32 7. The rate of application shall be such as to ensure complete coverage and shallnot
33 exceed 20-square-yards-per-gallon of curing compound.
34 8. When thoroughly dry, it shall provide a continuous and flexible membrane, free
35 from cracks or pinholes, and shall not disintegrate, check, peel or crack during the
36 curing period.
37 9. If for any reason the seal is broken during the curing period, it shall beimmediately
38 repaired with additional sealing solution.
39 10. When tested in accordance with ASTM C156 Water Retention by ConcreteCuring
40 Materials, the curing compound shall provide a film which shall have retained
41 within the test specimen a percentage of the moisture present in the specimen when
42 the curing compound was applied according to the following.
43 11. Contractor shall maintain and properly repair damage to curing materialson
44 exposed surfaces of concrete pavement continuously for a least 72 hours.
45 J. Monolithic Curbs
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 17
CONCRETE PAVING
Page 17 of 21
1 1. Concrete for monolithic curb shall be the same as for the pavement and, ifcarried
2 back from the paving mixer, shall be placed within 20-minutes after being mixed.
3 2. After the concrete has been struck off and sufficiently set, the exposedsurfaces
4 shall be thoroughly worked with a wooden flat.
5 3. The exposed edges shall be rounded by the use of an edging tool to the radius
6 indicated on the Drawings.
7 4. All exposed surfaces of curb shall be brushed to a smooth and uniformsurface.
8 K. AlleyPaving
9 1. Alley paving shall be constructed in accordance with the specifications forconcrete
10 paving hereinbefore described, in accordance with the details shown on the
11 Drawings, and with the following additionalprovisions:
12 a. Alley paving shall be constructed to the typical cross sections shown onthe
13 Drawings.
14 b. Transverse expansion joints of the type shown on the Drawings shallbe
15 constructed at the property line on each end of the alley with a maximum
16 spacing of 600 feet.
17 c. Transverse contraction and dummy joints shall be placed at the spacing shown
18 on the Drawings.
19 d. Contraction and dummy joints shall be formed in such a manner thatthe
20 required joints shall be produced to the satisfaction of the City.
21 e. All joints shall be constructed in accordance with this specification andfilled
22 in accordance with the requirement of Section 32 13 73.
23 L. Pavement Leaveouts
24 1. Pavement leaveouts as necessary to maintain and provide for local traffic shallbe
25 provided at location indicated on the Drawings or as directed by the City.
26 2. The extent and location of each leaveout required and a suitablecrossover
27 connection to provide for traffic movements shall be determined in the field bythe
28 City.
29 3.5 REPAIR
30 A. Repair of concrete pavement concrete shall be consistent with the Drawings and as
31 specified in Section 32 01 29.
32 3.6 RE-INSTALLATION [NOT USED]
33 3.7 SITE QUALITY CONTROL
34 A. ConcretePlacement
35 1. Place concrete using a fully automated paving machine. Hand paving only
36 permitted in areas such as intersections where use of paving machine is not
37 practical
38 a. All concrete pavement not placed by hand shall be placed using a fully
39 automated paving machine as approved by the City.
40 b. Screeds will not be allowed except if approved by theCity.
41 B. Testing of Materials
42 1. Samples of all materials for test shall be made at the expense of the City,unless
43 otherwise specified in the special provisions or in the Drawings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 18
CONCRETE PAVING
Page 18 of 21
1 2. In the event the initial sampling and testing does not comply with the specifications,
2 all subsequent testing of the material in order to determine if the materialis
3 acceptable shall be at the Contractor’s expense at the same rate charged by the
4 commercial laboratories.
5 3. All testing shall be in accordance with applicable ASTM Standards andconcrete
6 testing technician must be ACI certified or equivalent.
7 C. Pavement Thickness Test
8 1. Upon completion of the work and before final acceptance and final paymentshall
9 be made, pavement thickness test shall be made by the City.
10 2. The number of tests and location shall be at the discretion of the City,unless
11 otherwise specified in the special provisions or on the Drawings.
12 3. The cost for the initial pavement thickness test shall be the expense of theCity.
13 4. In the event a deficiency in the thickness of pavement is revealed duringnormal
14 testing operations, subsequent tests necessary to isolate the deficiency shall be at
15 the Contractor’s expense.
16 5. The cost for additional coring test shall be at the same rate charged bycommercial
17 laboratories.
18 6. Where the average thickness of pavement in the area found to be deficientin
19 thickness by more than 0.20 inch, but not more than 0.50 inch, payment shall be
20 made at an adjusted price as specified in the following table.
21
Deficiency in Thickness
Determined by Cores
Proportional Part
Of Contract Price
Inches Allowed
0.00 – 0.20 100 percent
0.21 – 0.30 80 percent
0.31 – 0.40 70 percent
0.41 – 0.50 60 percent
22
23 7. Any area of pavement found deficient in thickness by more than 0.50 inch butnot
24 more than 0.75 inch or 1/10 of the thickness specified on the Drawings, whichever
25 is greater, shall be evaluated by the City.
26 8. If, in the judgment of the City the area of such deficiency should not beremoved
27 and replaced, there shall be no payment for the area retained.
28 9. If, in the judgment of the City, the area of such deficiency warrants removal,the
29 area shall be removed and replaced, at the Contractor’s entire expense, with
30 concrete of the thickness shown on the Drawings.
31 10. Any area of pavement found deficient in thickness by more than 0.75 inch ormore
32 than 1/10 of the plan thickness, whichever is greater, shall be removed and
33 replaced, at the Contractor’s entire expense, with concrete of the thickness shown
34 on the Drawings.
35 11. No additional payment over the contract unit price shall be made for anypavement
36 of a thickness exceeding that required by the Drawings.
37 D. Pavement StrengthTest
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 19
CONCRETE PAVING
Page 19 of 21
1 1. During the progress of the work the City shall provide trained technicians tocast
2 test cylinders for conforming to ASTM C31, to maintain a check on the
3 compressive strengths of the concrete being placed.
4 2. After the cylinders have been cast, they shall remain on the job site andthen
5 transported, moist cured, and tested by the City in accordance with ASTM C31and
6 ASTM C39.
7 3. In each set, 1 of the cylinders shall be tested at 7 days, 2 cylinders shall be testedat
8 28 days, and 1 cylinder shall be held or tested at 56 days, ifnecessary.
9 4. If the 28 day test results indicate deficient strength, the Contractor may, at itsoption
10 and expense, core the pavement in question and have the cores tested by an
11 approved laboratory, in accordance with ASTM C42 and ACI 318 protocol, except
12 the average of all cores must meet 100 percent of the minimum specified strength,
13 with no individual core resulting in less than 90 percent of design strength, to
14 override the results of the cylinder tests.
15 5. Cylinders and/or cores must meet minimum specified strength. If cylinders donot
16 meet minimum specified strength, additional cores shall be taken to identify the
17 limits of deficient concrete pavement at the expense of the Contractor.
18 6. Cylinders and/or cores must meet minimum specified strength. Pavementnot
19 meeting the minimum specified strength shall be subject to the money penaltiesor
20 removal and placement at the Contractor’s expense as show in the following table.
21
Percent Deficient Percent of Contract Price Allowed
Greater Than 0 percent - Not More Than 10 percent 90-percent
Greater Than 10 percent - Not More Than 15 percent 80-percent
Greater Than 15 percent 0-percent or removed and replaced at the entire cost
and expense of Contractor as directed by City
22
23 7. The amount of penalty shall be deducted from payment due to Contractor; suchas
24 penalty deducted is to defray the cost of extra maintenance.
25 8. The strength requirements for structures and other concrete work are not alteredby
26 the special provision.
27 9. No additional payment over the contract unit price shall be made for anypavement
28 of strength exceeding that required by the Drawings and/or specifications.
29 E. Cracked Concrete Acceptance Policy
30 1. If cracks exist in concrete pavement upon completion of the project, theProject
31 Inspector shall make a determination as to the need for action to address the
32 cracking as to its cause and recommended remedial work.
33 2. If the recommended remedial work is routing and sealing of the cracks toprotect
34 the subgrade, the Inspector shall make the determination as to whether to rout and
35 seal the cracks at the time of final inspection and acceptance or at any time priorto
36 the end of the project maintenance period. The Contractor shall perform therouting
37 and sealing work as directed by the Project Inspector, at no cost to the City,
38 regardless of the cause of the cracking.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 20
CONCRETE PAVING
Page 20 of 21
1 3. If remedial work beyond routing and sealing is determined to be necessary,the
2 Inspector and the Contractor will attempt to agree on the cause of the cracking. If
3 agreement is reached that the cracking is due to deficient materials or workmanship,
4 the Contractor shall perform the remedial work at no cost to the City. Remedial
5 work in this case shall be limited to removing and replacing the deficient work with
6 new material and workmanship that meets the requirements of the contract.
7 4. If remedial work beyond routing and sealing is determined to be necessary, and the
8 Inspector and the Contractor agree that the cause of the cracking is not deficient
9 materials or workmanship, the City may request the Contractor to provide an
10 estimate of the cost of the necessary remedial work and/or additional work to
11 address the cause of the cracking, and the Contractor will perform that work at the
12 agreed-upon price if the City elects to do so.
13 5. If remedial work is necessary, and the Inspector and the Contractor cannot agreeon
14 the cause of the cracking, the City may hire an independent geotechnical engineer
15 to perform testing and analysis to determine the cause of the cracking. The
16 contractor will escrow 50 percent of the proposed costs of the geotechnical contract
17 with the City. The Contractor and the City shall use the services of a geotechnical
18 firm acceptable to both parties.
19 6. If the geotechnical engineer determines that the primary cause of the cracking isthe
20 Contractor’s deficient material or workmanship, the remedial work will be
21 performed at the Contractor’s entire expense and the Contractor will also reimburse
22 the City for the balance of the cost of the geotechnical investigation over and above
23 the amount that has previously been escrowed. Remedial work in this case shall be
24 limited to removing and replacing the deficient work with new material and
25 workmanship that meets the requirements of the contract.
26 7. If the geotechnical engineer determines that the primary cause of the cracking isnot
27 the Contractor’s deficient material or workmanship, the City will return the
28 escrowed funds to the Contractor. The Contractor, on request, will provide theCity
29 an estimate of the costs of the necessary remedial work and/or additional work and
30 will perform the work at the agreed-upon price as directed by the City.
31 3.8 SYSTEM STARTUP [NOT USED]
32 3.9 ADJUSTING [NOT USED]
33 3.10 CLEANING [NOT USED]
34 3.11 CLOSEOUT ACTIVITIES [NOT USED]
35 3.12 PROTECTION [NOT USED]
36 3.13 MAINTENANCE [NOT USED]
37 3.14 ATTACHMENTS [NOT USED]
38
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
CHAPEL CREEK ACADEMY BLVD
102062
32 13 13 - 21
CONCRETE PAVING
Page 21 of 21
1 END OF SECTION
2
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 1.2.A – Modified items to be included in price bid
05/21/2014 Doug Rademaker 2.2.D – Modified to clarify acceptable fly ash substitution in concrete paving
3
CITY OF FORT WORTH Academy Boulevard Extension
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
APPENDIX
GC-4.01 Availability of Lands – Drainage Easement E-44
GC-4.02 Subsurface and Physical Conditions –Geotechnical Report Provided
GC-4.04 Underground Facilities - None
GC-4.06 Hazardous Environmental Condition at Site -None
GC-6.06.D Minority and Women Owned Business Enterprise Compliance – Not Required
GC-6.07 Wage Rates - Not Required
GC-6.09 Permits and Utilities - Urban Forestry Permit
GC-6.24 Nondiscrimination - None
GR-01 60 00 Product Requirements –TBD by TPW and Water Dept.
EXHIBIT � 4 "
BEING
PORTIONWORTH, TARRANT COUNTY, TEXAS, AND BEING A LAND DESCRIBED BY DEED ; DR
INSTRUMENTHORTON-TEXAS, LTD, RECORDED UNDER RECORDS, «
RANT
COUNTY, TEXAS (O.P.R.T.0
T.), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOW
Z�OMMENCINGAT A 5/8": IRON ROD FOUND AT THE NORTHEAST CORNER OF A TRACT OF LAND DESCRIBED BY
*EED TO MCD PARTNERS, RECORDED UNDER INSTRUMENT NUMBER D201020482, O.P.R,T.C.T,,, AND BEING IN THE
WEST LINE OF SAID .R. HORTON TRACT, SAID IRON ROD ALSO BEING IN THE WEST ;
?�ROPOSED ACADEMY BOULEVARD (NOT YET RECORDED);
THENCE S 00*11'50" W, ALONG SAID COMMON LINE, :.DISTANCE
THENCE S 89*48'10" E, OVER AND ACROSS SAID D.R. HORTON TRACT., A DISTANCE OF 65.00 FEET TO THE PLACE OF
BEGINNING;
THENCE OVER AND ACROSS SAID D.R. HORTON TRACT THE FOLLOWING COURSES AND <`
` 1 " E� A DISTANCE OF 146.50 FEET TO A POINT;
S * "31" E; A DISTANCE OF 428.96 FEET TO A POINT-
S ` 2g " � A DISTANCE OF 15.00 EEPOINT;
N " '31" � A DISTANCE OF 428.96FEET TO A POINT;
N 89048'11" W, A DISTANCE OF 146.50FEET TO A POINT IN THE WEST LINE OF SAID D,R. HORTON TRACE AND
THE EAST LINE OF SAID MCD PARTNERS TRACT;.
THENCE N 00*11'50" E., ALONG THE WEST LINE OF SAID D.R. HORTON TRACT AND THE EAST RIGHT-OF-WAY LINE OF
SAID ACADEMY BOULEVARD., A DISTANCE OF 15.00 FEET TO THE POINT OF BEGINNING AND CONTAINING
632 SQUARE. FEET OR98 ACR I ES OF LAND.
SHIELD
ENGINEERING GROUP
We FIRM of- . Tapts FlkM #101IP39PO
1600 "t 711h, Strost, Svile 200, Fort Worth, YX 76 617,#10.06%
NOTE&-
I. EASEMENT .DRAWS OF EVEN DIATF ACCOMPAMES TM
LEGAL. DESCRIPTION,
2_ BEARINGS REFERENCED m '7HE TEXAS STATE PLANE
COORDINATE SYSTEM, NORTH CENTRAL ZONE. N '83,
ALL DtSTANCES ARE SURFACE DISTANCES,
TARRANT COUNTY, TEXAS.
- " 4. P,R..T.E.T. INDICATES PLAT RECORDS, TARRANT coutM
6 TEXAS
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TARRANT COUNTY, TEXAS
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2. BEARINGS REFERENCED TO THE TEXAS STATE PLANE
COORDINATE Syc)TEM,NORTH CENTRAL ZONE. NAD '8-i
ALL DISTANCES ARE SURFACE DISTANCES.
3, IRF INDICATES. IRON ROD FOUND.
4. OP.R.T.C.T. ;4MATES OFFICIA.L. PUBLIC PrCORD.5,
TARRANT COUNTY, TEXAS,
5, P.R.J.C.,T, INDICATES PLAT PECORDS, TARRAW COUNTy,
TEXAS
POINT OF J
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BEGINNING PRIVATE HOA/DEVELOPER
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SHIELD
ENGINEERING GROUP
eft flitm or-11039 - TSPLS FIRM #101P3690
1600 West 7th Stmot, Suits 200, for# WorthTX 76102 - W7.#joAdl
EXHIBUISHUA"VN6 A
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OUT OF
D.R. HORTON - TEXAS, LTD.
Rfl'oRJ)ED INN INSTRtA. IENT O. Wl 1705869-21
OFFICIAL PUBLIC REC ORDS. TARRANT 0JUNTY, TLXAS
SITUATEI) IN T11E
MIRS C.(WINGTONSUR'VEY
ABSTRACT No. 256 &
CITY OF FORT WORTI I
TARRANT COUNTY, TFXAS,
u
REGORY J CAVArAJO
6369
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
GEOTECHNICAL ENGINEERING REPORT
CHAPEL CREEK, PHASES 4 & 6
ACADEMY BOULEVARD
AMBER RIDGE DRIVE
FORT WORTH, TEXAS
Prepared for:
D.R. HORTON _ ❑FW WEST DIVISION
Fort Worth, Texas
EWI Report No. DR184656R3
December 2019
AU7GEElleraee-Walczak, Inc.
0
TECHNICAL ENGINEERING &
coNSTRUCTIflN MATERIALS TESTING SERVICES
December 3, 2019
❑-R- Horton — ❑FW West Division
6751 North Freeway
Fort Worth, Texas 76131
Attn: Mr. Justin Bosworth
Re: Geotechnical Engineering Report
Residences — Chapel Creek, Phases 4 S 6
Amber Ridge Drive
Fort Worth, Texas 76108
EWI Report No. ❑R184656R3 (Revised)
Gentlemen:
Ellerbee-Walczak, Inc. (EWI) has completed the Geotechnical Engineering Report for the above
referenced project. This report was revised to include uniform pavement recommendations with
the Phase 3 and 5 revised geotechnical reports. The results are presented in the attached report.
Please do not hesitate to contact us if you have any questions regarding the information in this
report or if we can be of any additional assistance -
It has been a pleasure providing geotechnical services for this project.
Sincerely,
Elterbee-Walczak, Inc.
TBPE firm No. F-4610
92693
A.Nedw r., _
er
g Engineering
r,p
Manager En ineerin 'ate ��'.'i�'"f
4501 Broadway Ave. • P.O. Box 14809 • Haltom City, Texas 76117
Office 817-759-9999 • Fax 817-759-1888
TABLE OF CONTENTS
Page
1.0
SITE & PROJECT INFORMATION................................................................ ..
1
2.0
SCOPE OF SERVICES.................................................................................
1
3.0
FIELD OPERATIONS.............. .......................... .................................................................
2
4.0
LABORATORY TESTING ............................ ............... I........................... .......
.....................
2
5.0
SITE SUBSURFACE CONDITIONS....................................................................................
4
6.0
GROUNDWATER ................. ........... .......... .................................................................... .....
6
7.0
ANALYSIS AND RECOMMENDATIONS.........................................................................
6
7.1 Foundation Recommendations...............................................................................
7
7.1.1 Post -Tensioned Foundation Systems..............................................................
8
7.1.2 Piers...............................................................................................................
9
7.2 Utilities ................ .....................10
...............................................................................
7.3 Earthwork/Site Grading..........................................................................................
10
7.4 SiteDrainage.. ................................................................................................... ...
11
7.5 Pavement Recommendations................................................................................
12
7.5.1 Pavement Subgrade Preparation ........................ ...............................
12
7.5.2 Pavement Designs........................................................................................
13
7.5.3 Pavement Movements..................................................................................
15
7.6 Global Slope Stability ................... —.---................................. .............. ....................
16
8.0
LIMITATIONS.................................................................................................. ... ...............
16
APPENDIX
Figure
Plan of Borings.......................................................................... ..... 1
............................................
BoringLogs......................................................................................................................... 2 - 64
Soil Classification Chart ................................................ .......... 65
................................................. .
GEOTECHNICAL ENGINEERING REPORT
CHAPEL CREEK, PHASES 4 & 6
AMBER RIDGE DRIVE
FORT WORTH, TEXAS
1.0 SITE & PROJECT INFORMATION
The project site, designated as Phases 4 and 6 of the Chapel Creek development is generally
located on the south side of Amber Ridge Drive, north of Interstate Highway 30 and east of
Academy Blvd. in the City of Fort Worth, Tarrant County, Texas. Planning for the residential
portions of Phases 4 and 6 of the development will consist of Block Q — Lots 9 & 10, Block R —
Lots 2 through 11. Block U — Lots 17 through 33, Block V — Lots 14 through 32, Block W — Lots 1,
2 & 20 through 39, Block X — Lots 1 through 19 & 21 through 39, Block Y - Lots 1 through 20 & 21
through 40, Block Z — Lots 1 through 20, Block AA — Lots 1 through 10, Block HH — Lots 1
through 21, Block II — Lots 1 through 13, Block KK — Lots 1 through 36 and Block SS — Lots 1
through 20.
Subdivision design consists of a total of about 265 lots of one or two story, wood-frame/brick-
veneer single-family residences with relatively light foundation loads. We understand that post -
tensioned ground -supported stiffened slabs are the preferred foundation system for the
residences. The provided grading plans indicate cuts of up to about 19 feet and fills up to about
12 feet will be required to achieve finished grades in the pad areas. Some of the pads will have
significant differential fill thicknesses.
Pavements recommendations in include street pavements for Phases 4 and 6, and Academy
Blvd. (Sta. 0+00 to Sta. 12.36+68).
2.0 SCOPE OF SERVICES
The purpose of our geotechnicaI services for this site were to:
• Evaluate the subsurface conditions encountered in the borings.
• Evaluate the pertinent engineering properties of the recovered samples.
Provide recommendations concerning suitable types of foundation and floor slab systems
for the proposed residences.
■ Provide recommendations for the remaining earthwork, site grading, pavements and a
global slope stability on the detention pond-
-1- DR184656R2
3.0 FIELD OPERATIONS
The subsurface conditions of the sites were evaluated by performing sixty-three borings, which
were drilled between March 23 through March 25 of 2618. The approximate boring locations are
provided on the Plan of Borings (Figure 1) in the Appendix. The results of the field exploration
program are presented on the Boring Logs (Figures 2 through 64) in the Appendix. A Soil
Classification Chart containing the keys to symbols and the description of terms used on the
boring logs are presented on Figure 65.
A truck -mounted drilling rig with continuous flight augers were used to advance the borings. Soils
were sampled using steel tubes and during the performance of standard penetration tests. The
load carrying capacity of the harder limestone and shale encountered in most of the borings was
evaluated in the field by performance of the Texas Department of Transportation's (TxDOT) Cone
Penetration Test. Drilling and sampling were performed in general accordance with applicable
ASTM and TxDOT procedures.
4.0 LABORATORY TESTING
The Boring Logs and samples were reviewed by a geotechnical engineer who assigned soil
samples for testing. Tests were performed in the laboratory by technicians working under the
direction of the engineer. Testing was performed in general accordance with applicable ASTM
procedures.
Liquid and Plastic Limit tests (ASTM D 4318) were performed on samples of the cohesive soils.
These tests were used in conjunction with moisture content tests (ASTM D 2216) for classification
and estimating their volume change potential. Absorption swell tests were performed on selected
samples of the cohesive materials to quantitatively evaluate volume change potential at the in -situ
moisture levels. A percent passing the No. 266 sieve test was performed on a selected sample of
the cohesive soils to determine the percentage finer than 0.075 mm and to aid in classification.
Hand penetrometer tests were performed on samples of cohesive soils to evaluate consistency.
The results of the laboratory tests are presented on the Boring Logs in the Appendix. Results of
the swell tests are presented in Table 1.
-2- ❑R184656R2
TABLE 1 - SUMMARY OF SWELL TESTS
i Bering
Depth
(feet)
LL
°�o
pl
Initial
Moisture
Final
Moisture
Surcharge
[Rst]
Swell
M
3
0-2
41
17
20.2
23.9
125
0.4
4
2-4
55
29
25.7
26.9
375
0.2
5
6-8
48
28
23,0
24.1
875
0.1
6
0-2
40
18
18.2
26.4
125
1.8
23
8 - 10
59
35
18.9
24.2
1125
0.9
25
6-8
58
35
28.7
30.1
875
0.1
26
2-4
33
13
19.6
20.5
375
0
28
8 - 10
50
30
15.3
20.7
1125
2.4
29
8 - 10
61
37
22.5
24.5
1125
1.8
30
6-8
45
25
22.1
23.7
875
0
31
6-8
59
29
29.4
32.7
875
0.9
32
2-4
30
12
15.8
19.0
375
0.4
33
4-6
46
26
20.0
21.2
625
0
35
8 - 10
68
47
16.4
21.8
1125
3.0
36
2-4
56
32
25.0
27.6
375
0.4
37
4-6
54
32
29.5
33.0
625
0.9
38
0-2
56
31
26.2
27.9
125
1.1
39
4-6
58
36
19.7
24.3
625
4A
40
4-6
52
32
11.0
22.3
625
6.4
41
2-4
47
27
19.4
20.8
375
0
42
6-8
59
31
22.5
30.4
875
3.4
43
4-6
58
32
16.5
26.5
625
4.4
44
2-4
42
22
20.9
21.2
375
0
45
0-2
53
27
27.1
28.6
125
0.2
46
2 - 4
48
28
18.1
21.7
375
0.8
47
4-6
50
32
19.5
21.3
625
0.1
-3- ❑R184656R2
TABLE 1 - SUMMARY OF SWELL TESTS
Boring
Depth
(feet)
LL
%
PI
Initial
Moisture
Final
Moisture
Surcharge
(psf)
Swell
{°Io)
48
6-8
57
37
20.0
23.2
875
0.7
49
6-8
81
55
24.4
26.8
875
1.9
50
2-4
46
24
22.6
23.4
375
0
51
4-6
51
30
22.7
25.6
625
0.4
52
6-8
58
30
27.4
31.1
875
2.5
53
4-6
56
31
24.9
26.5
625
0.3
54
2-4
60
36
24.9
26.6
375
0.5
55
4-6
48
27
14.4
21.1
625
3.1
56
4-6
46
25
19.9
21.7
625
0.5
57
2-4
51
26
27.5
30.2
375
0.8
58
6-7
68
40
26.6
30.2
875
3.4
59
2-4
51
31
20.3
21.8
375
0
60
8 - 10
55
33
20.5
27.5
1125
2.0
61
2-4
53
31
23.2
27.0
625
1.3
62
6-8
71
41
23.7
30.4
875
4.6
63
2-4
55
30
22.6
24.2
375
0.2
5.0 SITE SUBSURFACE CONDITIONS
The conditions encountered at each boring location are depicted on the Boring Logs in the
Appendix. Descriptions of each strata with its approximated depth and thickness are provided.
The depths reported on each log refer to the depth from the existing ground surface at the time
the boring was performed. A generalized description of the variable stratigraphy indicated by the
borings is presented in Table 2.
-4- ❑R184656R2
TABLE 2 - GENERALIZED SUBSURFACE CONDITIONS
Stratum
Approximate Depth to Bottom of
Material Encountered
Stratum
Ground surface in Borings 1 brown and tan sandy/silty lean
through 6, 13, 14, 15, 16, 18, 21, clay (CL) and fat c€aylshaley clay
1
22, 23, 25, 26, 28 & 30 through 63, (CH) with limestone/sandstone
to depths of about % to 20 feet fragments & seams, gravel and
(termination) calcareous particles
2
3
Ground surface to depths about 7
to 14'/ feet in Borings 7, 8, 9, 11,
12, 17, 19, 20 & 24; to termination
depths of about 15120 feet in
Borings 10, 27 & 29; and
underlying clays in Borings 1, 2, 3,
13, 14, 15, 16, 18, 21, 22, 25, 26,
31, 32, 33, 34, 37, 41, 42, 44, 46,
47, 49, 50, 51, 55, 56, 57. 61 & 63
to depths of about 2'/2 to
termination depths of 20 feet
Next encountered to depths of
about 2 to 12 feet in Borings 1, 2,
3, 4, 5, 23, 29, 31, 33, 35, 36, 41,
42, 49, 52, 53, 54, 57, 58, 59, 60,
61 & 62, extending to termination
depths of about 20 feet in Borings
4, 29, 31, 33, 60 & 61
Tan and some gray limestone
with clay seams/layers or
fractured limestone
Tan & gray shaley fat clay (CH)
& some lean silty clay (CL) some
with limestone seams and
calcareous particles
Next encountered in Borings 1, 2,
3, 4, 6, 7, 8, 9, 11, 12, 14, 15, 17,
18, 19, 20, 23, 24, 30, 34, 35, 36,
q 37, 38, 39, 41, 453, 44, 45, 465 47, Gray shalellimestonewlth some
tan limestone
48, 49, 50, 51, 52, 53, 54, 55, 56,
57, 58, 59, 62 & 63 extending to
termination at about 15120 feet
Consistency
/Density
Firm to Hard
i
Stiff to hard
The soils encountered in the borings at this site are considered to be moderately active to highly
active with respect to moisture -induced volume changes. The soils encountered in the borings
have shrink and swell potential with seasonal moisture changes within the active zone.
-5- DR184656R2
6,0 GROUNDWATER
The borings were advanced in the dry using auger -drilling techniques. This process allows
relatively accurate short-term observations of groundwater while drilling.
Seepage was observed in Borings 3, 6, 12, 17, 24, 30 and 33 while drilling at depths of about
12%, 8, 7, 8, 9 and 3 feet below existing grades, respectively. Trace seepage was observed in
Borings 1, 4, 5, 18, 23, 25. 28, 31, 33 and 50 while drilling at depths of about 9, 12, 1, 12, 12, 9,
14, 3, 3 and 7 feet below existing grade, respectively. Water levels of about 15, 8, 18, 18, 7, 8
and 17 feet below existing grades were measured in Borings 3, 6, 12, 17, 24 and 30, respectively,
after completion of drilling.
Seepage was not observed in Borings 2, 7, 8, 9, 10, 11, 13, 14, 15, 16, 19, 20, 21, 22, 26, 27, 29,
32, 34 through 49 and 51 through 63 while drilling and these borings were observed to be dry
after completion of drilling.
Groundwater levels will seasonally fluctuate due to variations in the amount of precipitation,
evaporation and surface water runoff. Seepage can occur above and within the limestone/shale
particularly during wet seasonal/annual cycles. Surface seepage may occur where cuts/grades
approach the top of limestone/shale. in addition, groundwater conditions may change due to
landscape irrigation, tree root demand and from leaking buried utilities.
7.0 ANALYSIS AND RECOMMENDATIONS
If differential foundation movements can be tolerated, single-family residences such as these
commonly use ground -supported, stiffened slab foundation systems for soil conditions similar to
this site. Recommendations for ground supported foundations are provided below.
As stated above the grading plans provided by the cIlent indicate up to about -19 feet of cuts and
about 12 feet of fills on some of the residential are proposed to improve the site. Cut and fill
operations will result in a portion or portions of the majority floor slabs being supported on more
than three feet of differential fills (total difference between cuts/fills or fill/fill). Ground supported
house foundations with portions of floor slabs being supported on non -fill soils or limestone and
other portions being supported on controlled fill soils (or larger depth fills) may result in differential
movements (due to natural fill settlements) in excess of the potential vertical movements
associated with supporting foundations on clay subgrade soils. If large differential movements
(associated with cut and fill operations noted above) cannot be tolerated, the residence should be
supported on piers placed independent of the ground supported foundation systems. The
magnitude of differential controlled fill settlements can be reduced by either excavating the non -fill
soils to reduce the differential to a maximum of three feet, or less. In the cases where some
grade beams are supported on limestone and other portions are founded in fills, potential
differential settlements will be reduced by extending the grade beams to the top of limestone.
-6- ❑R184656R2
From our understanding of the grading plans, pads with fill differentials of 3 feet or more consists
of Block R - Lots 2, 3 & 4, Block U -- Lots 18, 19, 28, 29, 30, 31, 32 & 33, Block V - Lots 15, 16 &
27, Block W - Lots 32 through 39, Block Y - Lots 35, 39 & 40, Block Z - Lot 18, Block AA - Lots
4, 5, 6, 7, 8 & 9, Block HH - Lots 9 & 11, Block II - Lots 1 & 13, Block KK - Lots 14, 15, 16, 17,
18, 19, 20, 21, 22, 23, 27, 28, 29, 30, 31, 32, 33, 34, 35 & 36 and Block SS -- Lots 2, 8, 11 & 16.
Piers or over -excavations of the pads to reduce differential fill thickness should be considered on
these lots.
Pads where cutting operations may expose limestone consist of Block Q, Block R - Deeper Cuts,
Block W - Lots 1, 2 and 21 through 31, Block X - Lots 1 through 39, Block Y - Lots 1 through 16
and 21 through 32 and most of Block Z. It should be noted that limestone may be encountered
during cutting operations at other locations.
7.1 Foundation Recommendations
We understand post -tensioned foundations are the preferred system for the residence structures.
Some differential foundation movements can be expected, if post -tensioned, ground -supported,
stiffened slab foundation systems are constructed at this site.
The potential magnitude of the moisture -induced movements is rather indeterminate. It is
influenced by the soil properties, overburden pressures, thickness of clay strata and to a great
extent by soil moisture levels at the time of construction. The greatest potential for post -
construction movement occurs when the sails are in dry condition at the time of construction. Site
grading can affect the potential movements. For example, the use of clays as fill material will
increase the potential movements by increasing the total clay thickness. Cuts can decrease the
potential movements by removing a part of the active clays.
The Potential Vertical Rise (PVR) estimates for the borings were estimated using the information
from the testing program and are based on the Texas Highway Department's Method 124-E and
our general knowledge of the area. PVR calculations are one-dimensional representations of the
Potential Vertical Movements (PVM) (i.e. - swell is only considered). Shrinkage due to sail
desiccation of about 1/2 to 3/1 of the same magnitude can also occur. PVR calculations are
estimates based on assumptions that the area around the structures will be well drained (Properly
Graded), landscape beds are not over -watered, and utility leaks are promptly repaired. Long
term utility leaks beneath the foundation may exceed those estimated in this report.
Based on the soils encountered in the borings, we estimate the potential magnitude of
post -construction heave for slabs -on -grade placed near finished grades for soils at dry conditions
range from on the order of 1 inch for grade beams bearing in limestone, to on the order of 4�/2
inches for grade beams founded on onsite soils or compacted fill soils assuming soils placed as
fill will be similar to on -site soils and higher PI fills are placed at a moisture -conditioned state.
-7- DR184656R2
Lightly loaded ground supported) foundation systems placed on site subgrades will be subject to
movement as a result of moisture -induced volume changes in the active soils. The more clayey
soils expand (heave) with increases in moisture and contract (shrink) with decreases in moisture.
The movement typically occurs as post construction heave -
It is common to experience some distress to structures with slab -on -grade foundation systems
due to ground movements. This can include cracks in brick walls, cracks in ground supported
slabs, adjustment to doors and windows that can stick, and interior cracks in sheetrock walls.
Cracks in exterior brick walls can be less noticeable with the use of closely spaced vertical joints.
Potential vertical rise calculation for design of ground -supported, stiffened slab foundation
systems are presented below.
7.1.1 Post -Tensioned Foundation Systems
Post -tensioned or conventionally reinforced, ground -supported stiffened slab foundation systems
must be designed to resist and/or tolerate potential vertical movements due to volume changes in
the site soils without inducing unacceptable distress in the foundation or structural elements -
These movements will typically occur as differential movement between the periphery and interior
of the slab -on -grade system.
Design parameters were developed for differential swell (y,,) using the Post -Tensioning Institute's
(PTI) slabs -on -ground (Third Edition) design method and the VOLFLO 1-5 computer program.
The PTI design criteria based upon dry condition soils for the highest PVR value for grade beams
founded on in -situ soils or properly compacted fills, and for the lowest PVR value of grade beams
founded on limestone are provided in Tables 3 and 4.
TABLE 3 - PTI DESIGN CRITERIA
Block R - Lots 2 through 4; Block U -- Lots 17 through 33, Block V - Lots 13 through 32, Bloch W - Lots
22 through 39, Block Y - Lots 13 through 20; Block HH - Lots 1 through 20: Block II - Lots 1 through 13;
Block KK - Lots 1 through 36; Block S5 - Lots 1 through 20
Based on in-situ.or Properly Compacted
Soils in a Dry Condition Center Lift
!. (PTI 31d Ed.)
Edge Lift
Edge Moisture Variation (em)
7.5 ft.
4.0 ft.
Differential Swell (Ym)
1.7 in.
2.3 in.
Potential Vertical Rise (PVR)
About 4'/2 inches, or less
-8- ❑R 184656R2
TABLE 4- PTI DESIGN CRITERIA
Block Q - Lots 9 & 10: Block R - Lots 5 through 11: Block W -- Lots 1, 2 and 21 through 31; Block X - Lots
1 through 39; Block Y - Lots 1 through 12 and 21 through 36; Block Z - Lots 1 through 20
Based on Grade Beams Bearing on or
# near Limestone Center Lift Edge Lift
(PTI 31' Ed.)
Edge Moisture Variation (em) 7.5 ft. 4.0 ft.
Differential Swell (Ym) 0.6 in. 0.9 in.
Potential Vertical Rise (PVR) About 1'/z inches, or less
The grade beams of the slab -on -grade foundation system should exert a maximum bearing
pressure of 1,800 PSF on undisturbed or properly compacted fill soils. These beams should
extend a minimum of 12 inches below finished grade.
A properly engineered and constructed vapor retarder (5 mil minimum) should be provided
beneath slab areas, which will be covered, carpeted, or sealed.
7.1.2 Piers
Drilled shafts, independent of the stiffened slab foundation system can be considered for support.
Straight drilled shafts (Piers) should be situated a minimum of 5 feet into tan or tan/gray limestone
or shale. A minimum diameter of 12-inches is recommended for the straight shafts. The drilled
shafts may be proportioned using an allowable bearing pressure of 10,000 pounds per square
foot (PSF) and an allowable skin friction value of 1,500 PSF for compressive and tensile loads in
the bearing stratum.
Settlements of properly constructed drilled straight shafts bearing in the limestone or shale for the
structures, at the anticipated loads, are considered to be minimal.
Drilled and under -reamed shafts should be situated in non -fill soils a minimum of 12 feet below
finish grades. The under -reamed shafts may be proportioned using an allowable bearing pressure
of 4,000 pounds per square foot (PSF). This value contains a safety factor of three (3).
A minimum diameter of 12-inches and a minimum depth of 16 feet below existing grades is
recommended for the straight shafts. Deeper penetrations may be required to develop additional
skin friction and/or uplift resistance.
Under -reamed shafts should have a minimum vase to shaft diameter ratio of 2.5 to 1 to resist the
uplift loads described below. A minimum shaft diameter of 12 inches is recommended. We
recommend under -reamed shafts maintain a minimum edge to edge spacing of one under -ream
diameter, based on the larger of the two.
® -9- DR184656R2
Most of the settlement of properly constructed under -reamed shafts should occur as the
foundations are loaded. Foundation settlements are estimated to range from 0.5 to 1 percent of
the under -ream diameter for shafts situated in the clays. Differential settlements between equally
loaded and sized under -reams are estimated to range From 112 to 314 of the total movements for
shafts situated in the soils.
The shafts will be subject to uplift as a result of heave in the overlying soils. The magnitude of
these loads varies with the shaft diameter, soil parameters, and particularly the in -situ moisture
levels at the time of construction. They can be approximated at this site by assuming a uniform
uplift of 1,600 PS over the shaft perimeter for a depth of 10 feet or to the top of bedrock. The
shafts must contain sufficient continuous vertical reinforcing to resist the net tensile load.
Groundwater seepage was observed in some of the borings and may be encountered during
installation of the drilled shafts, particularly if construction proceeds during a wet period of the
year. Rapid placement of steel and concrete may permit shaft installation to proceed; however,
seepage rates or caving soils could be sufficient to require the use of temporary casing for
installation of the shafts. Should casing be necessary, it should be seated with all water and most
loose material removed prior to beginning the design penetration. Care must then be taken that a
sufficient head of plastic concrete is maintained within the casing during extraction.
Adjacent shafts should maintain a minimum center -to -center spacing of 2.5 times the diameter of
the larger shaft. Closer spacing will require reductions in the skin friction values presented
above, and possibly special installation sequences. As a general guide, the design skin friction
will vary linearly from the full value at a spacing of 2.5 diameters to 50 percent of the design value
at 1.0 diameter. This firm should be contacted to review, on a case -by -case basis, shafts
requiring closer spacing. Complete installation of individual shafts should be completed in one
day's operation.
The drilled shaft design recommendations provided in this report are based on proper
construction procedures, including maintaining a dry shaft excavation and proper cleaning of
bearing surfaces prior to placing reinforcing steel and concrete. All drilled shaft installations
should be inspected by qualified geotechnical personnel to help verify the bearing stratum, the
design penetration, and perform related duties.
7.2 utilities
Care should be taken that utility cuts are not left open for extended periods, and that the cuts are
properly backfilled. Backfilling should be accomplished with properly compacted on -site soils,
rather than granular materials. A positive cut-off at the building line is recommended to help
prevent water from migrating in the utility trench backfill.
-10- ❑R184656R2
7.3 Earthwork/Site Grading
The on -site soils may be used as fill for grading. Imported fill should preferably have a Liquid
Limit of less than 36 percent. The subgrade in areas to be filled and/or under residence
structures, slopes and pavements should be stripped of vegetation and any debris present.
The clay subgrade with LL's of 50 percent (CH) or more beneath the fills should be scarified to a
minimum depth of 6 inches and uniformly compacted to a minimum of 94 percent of ASTM D 698
at a minimum of +4 percent above the soil's optimum moisture determined by that test. The
native CH fills should then be spread in loose lifts, less than 9 inches thick and uniformly
compacted to the same criteria.
The silty clay/clay subgrade with LL's less than 50 percent (CL) beneath the fills should be
scarified to a minimum depth of 6 inches and uniformly compacted to a minimum of 95 percent of
ASTM D 698 at a minimum of +2 percent above the soil's optimum moisture determined by that
test. The native CL fills should then be spread in loose lifts, less than 9 inches thick and uniformly
compacted to the same criteria.
Processed limestone used as fill should have maximum average diameters of 4 inches or less.
Processed limestone used as fill should be blended with soils of rock fines in sufficient amount to
fills voids around lager diameter rocks. Processed limestone may be placed using the above CL
recommendations.
Imported fills with LL's of 36 percent, or less, should be placed at a minimum of 95 percent of
ASTM D 698 at or above the soil optimum moisture.
If trees are removed within the perimeter of the house pads, the soil should be excavated to a
depth beneath the root bulb and replaced to the same criteria presented above. The pad should
be proof rolled with heavy pneumatic equipment. Any soft or pumping areas should be excavated
to a firm subgrade and properly backfilled. It should then be scarified to a minimum depth of 6
inches and uniformly compacted to the same criteria presented above. If tree bulbs are not
removed, the rooted areas may be in a desiccated state and the potential for heave may exist as
moisture levels increase over time.
7.4 Site Drainace
All grades must be adjusted to provide positive drainage away from the residence structures.
Water permitted to pond near or adjacent to the perimeter of residences can result in soil
movements, which exceed those discussed in this report.
Flatwork will be subject to post -construction movement. Maximum grades practical should be
used for flatwork to prevent areas where water can pond, In addition, allowances in final grades
should take into consideration post -construction movement of flatwork, particularly if such
movement would be critical. Where paving or flatwork abuts the structures, care should be taken
that the joint is properly sealed and maintained to prevent the infiltration of surface water.
-11- DR184656R2
Planters located adjacent to the structures should be designed to drain, Sprinkler mains should
be located a minimum of three feet away from the building lines. If heads must be located
adjacent to the structures, then service lines off the main should be provided. It is important to
maintain moist ground conditions during prolonged periods of dry weather. Planted trees and
deep-rooted shrubs should be planted no closer to the structures than '/2 their mature height if
possible, to reduce the potential for foundation settlement caused by moisture absorption of the
root systems. If closer tree plantings are required a root barrier system is recommended. Roof
drains should be extended a minimum of 5 feet away from the structures for grades less than 4
percent.
7.5 Pavement Recommendations
7.5.1 Pavement 5ubgrade Preparation
Limestone may be encountered after final grades are achieved. Lime modification is not feasible
in competent limestone. A thin layer of soil of lime cuttings is recommended to break the bond
between the pavement and limestone in the areas where surface limestone is encountered at
finished grade.
Based on our experience with the soils encountered above the limestone are not known to have
sulfates in sufficient concentration to indicate potential damage to Portland Cement Concrete or
sulfate induced heave in a lime modified subgrade. For verification, EVVI recommends soluble
sulfate testing be performed on the roadway subgrade after completion of utility excavations.
Subgrade soil materials at the site will mostly consist of silty clay and clay soils. These soils are
subject to some loss in support value with the moisture increases, which occur beneath pavement
sections. They react with lime, which serves to improve and maintain their support value_
The soil types and depth of seasonal moisture variations (Active Zones) at this site are estimated
to vary from 4 to about 10 feet below finished grades. -rhe following recommendations are based
upon our experience with the area soils and assuming fills placed are controlled.
For budgeting purposes, a minimum of 7 percent hydrated lime (33 Lbs.ISquare Yard or more for
6 inches or 44 Lbs. PSY for 8 inches); by dry weight, may be required for soil subgrade in
pavement areas. Lime series testing should be performed after all rough street grades have
been established.
The lime should be thoroughly mixed and blended with the top 6 inches (or 8 inches) of the
subgrade (TxDOT Item 260). Stabilization should extend a minimum of one foot beyond the edge
of the pavement. Limestone fragments within the surficial soils may hamper proper mixing of lime
and soils.
-12- DR 184656R2
The soil subgrade should then be uniformly compacted to a minimum of 95 percent of ASTM
D698 at or above the optimum moisture content determined by that test. It should then be
protected and maintained in a moist condition until the pavement is placed.
Project specifications should allow a curing period between initial and final mixing of the iimelsoil
mixture. We recommend a minimum of three days for these soils. The availability of this curing
period with lime is of considerable advantage in achieving proper pulverization of the soil. This
pulverization is necessary to achieve uniform mixing of the soil with the lime.
7.5.2 Pavement Designs
Pavement designs using rigid type pavements have been developed. These designs were
analyzed using the AASHTO procedures and were developed rigid pavements (residential urban
and residential collector) beneath 6" and 8" Lime Modified/Stabilized Pavement Subgrade.
The residential design criterion includes a 25-year design fife, 0.5% growth and 35,000 Annual
Equivalent Single Axle Loads for the residential roads. The following design parameters were
used in the pavement analysis:
4,000 PSI Concrete -- Urban Residential Roads
Concrete Section -thickness
6 inches
Initial Serviceability, po
4.5
Terminal Serviceability, pt
2.25
Reliability, R
85%
Overall Standard deviation
0,39
Overall Drainage Coefficient, Cd
1.0
Load Transfer Coefficient
3.0
Modulus of Subgrade Reaction, k (effective)
311 psi/ in
28-day Concrete Modulus of Rupture
688 psi
28-day Elastic Modulus of Rupture
4,000,000 psi
Design Life
25 years
Based on the above parameters, the analysis yielded an 18-kip Equivalent Single Axle Load
(ESAL) Annual of over 58,000 for a 6-inch pavement section. The analysis assumed that the
concrete pavement is placed on a minimum of 6 inches of lime stabilized subgrade as discussed
in the Pavement Sub rade Preparation section.
-13- ❑R 184656R2
The collector design criterion includes a 25-year design life, 1.5% growth and 100,000 Annual
Equivalent Single Axle Loads for the collector roads. The following design parameters were used
in the pavement analysis
4,000 PSI Concrete — Collector Roads
Concrete Section Thickness
7 inches
Initial Serviceability, pp
4.5
Terminal Serviceability, pt
2.25
Reliability, R
85%
Overall Standard Deviation
0.39
Overall Drainage Coefficient, Cd
1.0
Load Transfer Coefficient
3.0
Modulus of Subgrade Reaction, k (effective)
328 psi/ in
28-day Concrete Modulus of Rupture
688 psi
28-day Elastic Modulus of Rupture
4,000,000 psi
Design Life
25 years
Based on the above parameters, the analysis yielded an 18-kip Equivalent Single Axle Load
(ESAL) Annual of over 128,000 for a 7-inch pavement section. The analysis assumed that the
concrete pavement is placed on a minimum of 8 inches of lime stabilized subgrade as discussed
in the Pavement Subqrade Preparation section.
The arterial design criterion includes a 30-year design life, 2.5% growth and 180,000 (Directional)
Annual Equivalent Single Axle Loads for arterial roads. The following design parameters were
used in the pavement analysis:
4,000 PSI Concrete — Arterial Roads (Assumed Academy Blvd. Sta. 0+00 to Sta. 12+36.68)
Concrete Section Thickness
8 inches
Initial Serviceability, pa
4.5
Terminal Serviceability, pi
2.5
Reliability, R
90%
Overall Standard Deviation
0.39
Overall Drainage Coefficient, Cd
1.0
Load Transfer Coefficient
3.0
Modulus of Subgrade Reaction, k (effective)
328 psi/ in
28-day Concrete Modulus of Rupture
688 psi
28-day Elastic Modulus of Rupture
4,000,000 psi
Design Life
30 years
Based on the above parameters, the analysis yielded an 18-kip Equivalent Single Axle Load
{ESAL} Annual of over 388,000 (directional) for an 8-inch pavement section. The analysis
assumed that the concrete pavement is placed on a minimum of 8 inches of lime stabilized
subgrade as discussed in the Pavement Subgrade Preparation section.
-14- DR184656R2
The concrete sections should have a minimum 28-day compressive strength of 4,000 psi. A
minimum of 6 t 1.5 percent entrained air is recommended. The pavements should be properly
jointed and reinforced with a minimum of No. 3 bars on 18-inch centers in both directions.
Concrete quality will be important in order to produce the desired flexural strength and long-term
durability. A mix design should be submitted by the contractor and correlations between flexural
strengths and compressive strengths verified if concrete strengths will be controlled by
compressive strengths.
Due to construction over swelling clays, reinforced pavement is recommended and should be
placed as described in Section 4 of the Pavement Design Manual. Portland cement concrete
pavement types for the roadway can be either continuously reinforced concrete pavement
{CROP} or jointed reinforced concrete pavement (JRCP). Either type of reinforced pavement
should perform similarly in this area.
Proper joint placement and design is critical to pavement performance. Load transfer at all
longitudinal joints and maintenance of water -tight joints should be accornplished by the use of tie -
bars. Contraction joints as described in Section 4 of the Pavement Design Manual should be
sawed as soon as practical and preferably within 5 to 12 hours after placing concrete. Joints
should also be properly cleaned and sealed as soon as possible to avoid infiltration of water,
small gravel, etc.
Regular maintenance should be anticipated during the service life of the pavement. Cracks or
failures that will develop should be properly sealed or repaired.
7.5.3 Pavement Movements
The soils encountered in the borings are generally moderately active to highly active and subject
to volume changes with fluctuations in their moisture content. The clays expand (heave) with
increases in moisture and contract (shrink) with decreases in moisture. The movement at the
center of the pavement typically occurs as post construction heave. At the edge of the pavement,
both shrinkage and swell could occur due to seasonal moisture fluctuations in response to rainfall
and evapotranspiration.
The potential magnitude of the moisture -induced movements is rather indeterminate. It is
influenced by the soil properties, surface drainage, and overburden pressures and to a great
extent by soil moisture levels at the time of construction. The greatest potential for post -
construction movement occurs when the soils are in dry condition at the time of construction.
Based on TxDOT Test Method 124-E, potential active soil movements, to the boring depths
evaluated, near the alignments are estimated to range up to on the order of 1'/z inches to 4'/2
inches for soil profile.
Flat grades should be avoided with positive drainage provided away from the pavement edges.
A minimum grade of 0.5% and preferably 1 % is recommended for ail pavements.
-15- DR184656R2
7.6 Global Slope Stability
The modeled slope cross section B-B was estimated from the preliminary detention pond grading
plans, our knowledge of the site and area soils, estimated elevations and geotechnical soils
testing data. The analysis was performed using the G-SLOPE program.
The general slope cross section used for modeling is located in the area most likely to fail in the
slope without the service ramps.
Analysis
The B-B cross section was analyzed using conservative soil values at moisture levels considered
to be at semi -saturated to saturated states and limestone in a semi fractured state. The material
types and residual shear parameters and angle of internal friction [AIF) at the conditions
associated with the global slope stability analyzed is provided below:
1) Clay, cohesion = 1000 psf, AIF = 4 deg, WW=125 pcf
2) Tan limestone, cohesion 3,500 psf, AF = 25, WW = 145 pcf
The above computer analysis yielded a minimum safety factory of about 4 which is presented in
Figure 1, Appendix B. The slope which is considered to have good long-term global slope
stability. Generally, slope stability safety factor of about 2, and above, are considered adequate
for long term stability. It should be noted that the most likely failure planes will be more local in
nature near the soil/limestone interface.
All global stability analysis assumes that local bearing capacity failures and large settlements
does not occur. Local stability issues should be addressed by the retention pond designers.
8.0 LIMITA"rIONS
The professional services performed for the preparation of thus geotechnical report were
accomplished in accordance with current and locally accepted geotechnical engineering
principles and practices. The recommendations presented in this report are based upon the data
obtained from the borings at the indicated locations and/or from other information discussed in
this report. The subsurface conditions occurring between borings and across the site, or due to
seasonal/annual climatic cycles may vary from those encountered in the borings. The nature of
these variations may not become evident until during or after construction. Should subsurface
conditions varying significantly from those described herein, EWl should be immediately notified
to evaluate the effects on these recommendations and so supplemental recommendations can be
provided. EVVI's services should also be retained for the final review of design
plans/specifications so comments can be made regarding interpretation of the geotechnical
recommendations provided in this report, or to provide additional borings if soil variation is
encountered during foundation placement.
-16- ❑R184655R2
The recommendations provided in this report were prepared for the exclusive use of our client.
No warranties, expressed or implied, are intended or made. The information and
recommendations provided in this report are applicable only for the design of the types of
structure(s) described in the Site and ProLgct Information section of this report and should not be
used for any other structures, locations or for any other purposes. We should not be held
responsible for the conclusions, opinions or recommendations made by others based upon the
information submitted in this report. If changes to the design and/or location of this project as
outlined in this report are planned, the recommendations provided in this report shall not be
considered valid unless EWI reviews these changes and either verifies or amends this report in
writing. Construction issues such as site safety support of excavations and dewatering
procedures are the responsibility of others.
The scope of services for this report does not include any environmental or biological
assessments either specifically or implied. if the owner is concerned about the potential mold,
fungi, bacteria, identification of contaminants or hazardous materials and conditions, etc.,
additional studies should be undertaken.
EWI's capabilities include a full range of construction material testing and observation services.
EW1 should be retained to provide testing and observation during excavation, grading, foundation
and construction phases of this project.
We will retain the samples recovered from the borings on this project for a period of 30 days
subsequent to the submittal date printed on this report. After the 30-day period, the samples will
be discarded unless otherwise notified by the owner in writing.
-17- DR184656R2
CITY OF FORT WORTH Chapel Creek Academy Blvd
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102062
Revised July 1, 2011
GC-6.09 Permits & Utilities
THIS PAGE LEFT INTENTIONALLY BLANK
FW Date Rec'd
oRTORTH
UFC# :
Application for Urban Forestry Permit
(Complete all information listed below)
k one
dential (1&'- 1=asnily) ❑ IndtsStrial Mixed -Use Zoning ❑ 177
ial ❑ Public Project ❑ Agricultural ❑ Multi-Fami
Select Preservation Method If A livable To Site
"iethod Option 'A' ❑ Method Option `i3' ❑Waiver
Projel t Name: Building Permit #;
Chapel Creek Final Plat #: FP-16-129
❑ No [ r:'
✓ roes to he removed from site
❑ No trees to he removed from site
site Skreet Address & Legal Description of Property (Lot, Block, Subdivision):
Set~ Attached Legal Descriptions
Applicant (DeveloperlSub-divider)
Printld Name: Mark Allen D.R. Horton)
Phone: 817-230-0800
I
Date: 12121 /16
Sign tare:
Fax:
Address: 6751 North Freeway
Email: rr1 alien drhorton.com
c'it, stite & zip: Fort Worth, TX 76131
Agent Or Consultant Representing Applicant
Phone: 817-810-0696
Printi d Naine: Shield Engineering Grou
Address: 1600 W 7th Street Ste 200
Fax: 844-273-2180 _
Cityjstate & zip: Fort Worth TX 76102
Email: ion .kroehIer se Ilc.co
i
Record owner of Property (if different from Applicant)
Phone:
Primed Name: See attached.
Address-
Fax'
City, State & Zip:
Email:
No �E: An Approved Urban Forestry Plan/Permit will run with the land and can only be
ame' ded by the Urban Design Commission Urban Forestry Ordinance No. 18615)
Map+ eo No.: County: Gross Site Area or Artificial Lot Acreage:
TAR-072F, 072G, 072H Tarrant (SgFt): 8,708,19$
199.913
ForOfticeliseOnly.................................................................................
Fee . RDD # Date Filed
Date Posted Approval Datc Denied Date:
Reviewer:
C:omnicnts:
FORT WORTH
LETTER OF AUTHORIZATION FOR URBAN FORESTRY PERMIT
REPRESENTATION
! (PRINT OWNER'S NAME)
Mark Allen CERTIFY THAT I AM
THE CUI RRENT OWNER OF THE PROPRTY DESCRIBED BELOW AND HEREBY GRANT AUTHORITY TO
Kroehier
TO ACT ON MY BEHALF
IN MAKING APPLICATION AND SUBMITTING TO THE CITY OF FORT WORTH, TEXAS, A REQUEST FOR AN
URABN FORESTRY PERMIT FOR THE FOLLOWING PROPERTY:
See Attached Legal Descriptions
(CERTIFIED LEGAL DESCRIPTION]
ACKNOWLEDGEMENTS:
I certify that the above information is correct and complete to the best of my knowledge and ability and that I am
now, or will be, fully prepared to carry out the Urban Forestry Plan as approved should the above representative
or their agents fail to do so, or if the property is sold, I will make the new owner and their representatives fully
aware pf the approved Urban Forestry Plan and the requirements that run with the land. I further certify that I
have read and understand the information provided concerning the procedure for consideration of my Urban
Forestry Permit request as well as Section 6.302 of the City of Fort Worth Comprehensive Zoning Ordinance
concerning the overall Urban Forestry regulations.
I understand that acceptance of an Urban Forestry Permit application does not guarantee that the City will issue the
permit 6niess it is in compliance with all applicable codes, laws, and regulations and all fees have been paid.
I understand that once approved, this permit will expire and become invalid on the fifth anniversary of the approval date if
either no progress has been made toward implementation of the plan or the project scope and configuration changes prior
to tree^ removal or site disturbance. I understand that should progress toward implementation, tree removal, or site
disturbance occur, the approved permit will not expire until the warranty period for new and preserved trees has ended or
a new (permit and plan are submitted and approved subject to conditions of the original permit. I understand that an
approved plan will run with the land until is revised and replaced with another approved plan under this or another Urban
Forestry Permit. I understand that warranty for new and preserved trees begins once the last building is complete and
receives a certificate of occupancy or when all improvements shown on the plan have been completed, whichever is the
later dite.
I further authorize my representative to act as my agent, if needed, before the Urban Design Commission during any
appeal! hearings. I understand that if I am not present or represented at a public hearing for an appeal of any
requirements of Section 6.302, the Urban Design Commission may deny the request.
THIS AUTHORIZATION WILL RfE A IN FORC UNLESS REVOKED BY WRITTEN NOTICE.
OWNER'S SIGNATURE:
OWNER'S NAME {printed �Ac�em�Partn TD. - �aM �rtn
ADDRESS and ZIP 9665 Trail Hill Drive, Dallas, TX 75238
TELEPHONE: 214-796-0$9$ EMAIL:_mail. com
FORT WORTH
LETTER OF AUTHORIZATION FOR URBAN FORESTRY PERMIT
REPRESENTATION
I (PRINT OWNER's NAME) Mark Allen
CERTIFY THAT I AM
THE CURRENT OWNER OF THE PROPRTY DESCRIBED BELOW AND HEREBY GRANT AUTHORITY TO
(NAME) Jon Kroehler TO ACT ON MY BEHALF
IN MAKING APPLICATION AND SUBMITTING TO THE CITY OF FORT WORTH, TEXAS, A REQUEST FOR AN
URABN FORESTRY PERMIT FOR THE FOLLOWING PROPERTY:
See Attached Legal Descriptions
(CERTIFIED LEGAL DESCRIPTION]
ACKNOWLEDGEMENTS:
I certify that the above information is correct and complete to the best of my knowledge and ability and that I am
now, or will be, fully prepared to carry out the Urban Forestry Plan as approved should the above representative
or their agents fail to do so, or if the property is sold, I will make the new owner and their representatives fully
aware of the approved Urban Forestry Plan and the requirements that run with the land. I further certify that I
have read and understand the information provided concerning the procedure for consideration of my Urban
Forestry Permit request as well as Section 6.302 of the City of Fort Worth Comprehensive Zoning Ordinance
concerning the overall Urban Forestry regulations.
I understand that acceptance of an urban Forestry Permit application does not guarantee that the City will issue the
permit unless it is in compliance with all applicable codes, laws, and regulations and all fees have been paid.
I understand that once approved, this permit will expire and become invalid on the fifth anniversary of the approval date if
either no progress has been made toward implementation of the plan or the project scope and configuration changes prior
to tree removal or site disturbance. I understand that should progress toward implementation, tree removal, or site
disturbance occur, the approved permit will not expire until the warranty period for new and preserved trees has ended or
a new permit and plan are submitted and approved subject to conditions of the original permit. I understand that an
approved plan will run with the land until is revised and replaced with another approved plan under this or another Urban
Forestry Permit. I understand that warranty for new and preserved trees begins once the last building is complete and
receives a certificate of occupancy or when all improvements shown on the plan have been completed, whichever is the
later date.
I further authorize my representative to act as my agent, if needed, before the Urban Design Commission during any
appeal hearings. I understand that if I am not present or represented at a public hearing for an appeal of any
requirements of Section 6.302, the Urban Design Commission may deny the request.
THIS AUTHORIZATION WILL REMAIN IN
OWNER'S SIGNATURE:
OWNER'S NAME (pri
UNLESS REVOKED BY WRITTEN NOTICE.
Texas Arriigos, LLC - Don Pistorio
ADDRESS and ZIP 10450 Shaker Drive, Suite 112, Columbia, MD, 21046
TELEPHONE:410-227-1617 EMAIL: _ i�� S -r)ar . a �") C.�:.•� rr t�-T
FORT WORTH
LETTER OF AUTHORIZATION FOR URBAN FORESTRY PERMIT
REPRESENTATION
I (PRINT OWNERS NAME) Mark Allen CERTIFY THAT i AM
THE CURRENT OWNER OF THE PROPRTY DESCRIBED BELOW AND HEREBY GRANT AUTHORITY TO
Kroehler
TO ACT ON MY BEHALF
IN MAKING APPLICATION AND SUBMITTING TO THE CITY OF FORT WORTH, TEXAS, A REQUEST FOR AN
URABN FORESTRY PERMIT FOR THE FOLLOWING PROPERTY:
See Attached Legal Descriptions
(CERTIFIED LEGAL DESCRIPTION]
ACKNOWLEDGEMENTS:
I certify that the above information is correct and complete to the best of my knowledge and ability and that I am
now, or will be, fully prepared to carry out the Urban Forestry Plan as approved should the above representative
or their agents fall to do so, or if the property is sold, I will make the new owner and their representatives fully
aware of the approved Urban Forestry Plan and the requirements that run with the land. I further certify that I
have read and understand the information provided concerning the procedure for consideration of my Urban
Forestry Permit request as well as Section 6.302 of the City of Fort Worth Comprehensive Zoning Ordinance
concerning the overall Urban Forestry regulations.
I understand that acceptance of an Urban Forestry Permit application does not guarantee that the City will issue the
permit Unless it is in compliance with all applicable codes, laws, and regulations and all fees have been paid_
I understand that once approved, this permit will expire and become invalid on the fifth anniversary of the approval date if
either no progress has been made toward implementation of the plan or the project scope and configuration changes prior
to tree!, removal or site disturbance. I understand that should progress toward implementation, tree removal, or site
disturbance occur, the approved permit will not expire until the warranty period for new and preserved trees has ended or
a new permit and plan are submitted and approved subject to conditions of the original permit. I understand that an
approved plan will run with the land until is revised and replaced with another approved plan under this or another Urban
Forestry Permit. I understand that warranty for new and preserved trees begins once the last building is complete and
receives a certificate of occupancy or when all improvements shown on the plan have been completed, whichever is the
later date.
I further authorize my representative to act as my agent, if needed, before the Urban Design Commission during any
appeal; hearings. I understand that if I am not present or represented at a public hearing for an appeal of any
requirements of Section 6.302, the Urban Design Commission may deny the request.
THIS AUTHORIZATION WILL REMAW IN FORCE UNLESS REVOKED BY WRITTEN NOTICE.
OWNER'S SIGNATURE:
OWNER'S NAME {pri
rk Partners LTD. - Jay Marlyn
i
ADDRESS and ZIP9605 Trail Hill Dr, Dallas, TX 75238
TELEPHONE: 214-796-0898 EMAIL: jaymartyn@gmaii.com
Record of Property Owner
Printed Name:___Academy Partners, LTD – Jay Martyn_______________
Address: 9605 Trail Hill Drive, Dallas TX 75238_______________________
City, State, & Zip:_ Dallas, TX 75238_______________________________
Phone: 214-796-0898__________________________________________
Email: jaymartyn@gmail.com____________________________________
Record of Property Owner
Printed Name:_Texas Amigos LLC – Don Pistorio_____________________
Address:__10450 Shaker Drive, Suite 112__________________________
City, State, & Zip:_Columbia, MD 21046___________________________
Phone: 410-227-1617__________________________________________
Email: Dpistorio5@comcast.net__________________________________
Record of Property Owner
Printed Name:_Westpark Partners, LTD. – Jay Martyn_______________
Address:__9605 Trail Hill Drive_________________________________
City, State, & Zip:_Dallas, TX 75238______________________________
Phone: 214-796-0898_________________________________________
Email: jaymartyn@gmail.com__________________________________
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1URBAN FORESTRY PHASE 13-9-2017PP-16-077LEGENDSIGNIFICANT TREE TO BEREMOVEDEXISTING TREE CANOPY PRESERVEDPROJECT BOUNDARYEXISTING TREE CANOPY REMOVEDDEVELOPERD.R.HORTON - TEXAS, LTD.6751 NORTH FREEWAYFORT WORTH, TX 76131817-230-0800ENGINEER/SURVEYORSHIELD ENGINEERING GROUP, PLLC1600 WEST 7TH STREET, SUITE 200FORT WORTH, TX 76102817-810-0696VICINITY MAPNOT TO SCALEIH 30LOOP 820OLD WEATHERFORD ROADALEMEDA STN NORMANDALE STEXISTING TREE CANOPY REMOVED-ROWEXISTING TREE CANOPY REMOVED-UTILHORIZONTAL & VERTICAL CONTROLREVISIONSCONSTRUCTION NOTESNO. DESCRIPTIONDATESD-____ DOE# ____1TBM #9014"X" CUT SET IN THE SIDEWALK LOCATED AT THE NORTHEAST CORNER OF AMBER RIDGE DRIVE AND JAGGERLANE ±27' WEST OF AN ONCOR ELECTRIC VAULTELEV 843.53CONTROL PT. #90155/8-INCH IRON ROD WITH CAP STAMPED "REFERENCE POINT" SET IN A FIELD LOCATED ±1350' EAST OF THEEND OF AMBER RIDGE DRIVE AND ±60' EAST OF A BARBED-WIRE FENCE PIELEV 877.14CONTROL PT. #90175/8-INCH IRON ROD WITH CAP STAMPED "REFERENCE POINT" SET IN A FIELD LOCATED NEAR THE NORTHEASTCORNER OF THE SITE, ±20' WEST OF A BARBED-WIRE FENCE AND ±43' SOUTH OF A BARBED-WIRE FENCEELEV 789.97CHAPEL CREEKCivil Engineering & Land Surveying9588 OLD WEATHERFORD ROAD,FORT WORTH TX, 76108
1URBAN FORESTRY PHASE 23-9-2017PP-16-077LEGENDSIGNIFICANT TREE TO BEREMOVEDEXISTING TREE CANOPY PRESERVEDPROJECT BOUNDARYEXISTING TREE CANOPY REMOVEDDEVELOPERD.R.HORTON - TEXAS, LTD.6751 NORTH FREEWAYFORT WORTH, TX 76131817-230-0800ENGINEER/SURVEYORSHIELD ENGINEERING GROUP, PLLC1600 WEST 7TH STREET, SUITE 200FORT WORTH, TX 76102817-810-0696VICINITY MAPNOT TO SCALEIH 30LOOP 820OLD WEATHERFORD ROADALEMEDA STN NORMANDALE STEXISTING TREE CANOPY REMOVED-ROWEXISTING TREE CANOPY REMOVED-UTILHORIZONTAL & VERTICAL CONTROLREVISIONSCONSTRUCTION NOTESNO. DESCRIPTIONDATESD-____ DOE# ____1TBM #9014"X" CUT SET IN THE SIDEWALK LOCATED AT THE NORTHEAST CORNER OF AMBER RIDGE DRIVE AND JAGGERLANE ±27' WEST OF AN ONCOR ELECTRIC VAULTELEV 843.53CONTROL PT. #90155/8-INCH IRON ROD WITH CAP STAMPED "REFERENCE POINT" SET IN A FIELD LOCATED ±1350' EAST OF THEEND OF AMBER RIDGE DRIVE AND ±60' EAST OF A BARBED-WIRE FENCE PIELEV 877.14CONTROL PT. #90175/8-INCH IRON ROD WITH CAP STAMPED "REFERENCE POINT" SET IN A FIELD LOCATED NEAR THE NORTHEASTCORNER OF THE SITE, ±20' WEST OF A BARBED-WIRE FENCE AND ±43' SOUTH OF A BARBED-WIRE FENCEELEV 789.97CHAPEL CREEKCivil Engineering & Land Surveying9588 OLD WEATHERFORD ROAD,FORT WORTH TX, 76108PHASE 1PHASE 2PHASE 3PHASE 5PHASE 4PHASE 6
FORT ORm
Urban Forestry Plan Checklist
Note: The following plan checklist is provided to assist Urban Forestry Compliance in developing a complete plan set to
expedite review by the department, All plans submitted for review are to include a copy of the checklist(s) signed and
COMPLETELY FILLED OUT by the responsible party. Submittals made that do not include the checklist(s) will be
returned without review, comments, or approval.
PI PII Note: PhI (Phase One) — Existing Conditions Plan PHI (Phase Two) — As Developed Plan
A.
PLAN FACE ITEMS
1. Land owner, developer, and preparer names/addresses/phone numbers other contact info
L^9/
LV
EV
[
^/
El
Er
�]
[�
2. Project name (lower right corner)
3. Project address (existing or temporary) and legal description of property
4. Vicinity map outlining location with North arrow
5. Plan scale (acceptable options: 1 inch = 10,20,30,40,50, or 60 feet )
6. Graphic plan scale & North arrow.
7. Corporate City Limits line (if adjacent to property)
8. Date of preparation and any revisions. (lower right corner of plan)
9. All adjacent or interior street names (existing or proposed)
10. Plat name and number
11. Legal Lot or Artificial Lot boundaries (clearly labeled) with declared measurements
[�
L�
12. Scaled depiction of all existing structures and paving
13. Scaled depiction of all existing structures/paving to remain and proposed new structures/paving
14. All existing or proposed regulated utility and drainage channel easements labeled per the plat
15. Individual Existing Tree locations and/or outline of tree canopy
16. Individually labeled Significant Tree locations
®
^'
L\
V
®
17. Individual locations of all new tree plantings
18. Existing Tree Legend: tree #; species; dbh; canopy area; removed/preserved; totals
19. Significant Tree Legend: tree #; species; dbh; canopy area; removed/preserved; totals
[�
(See section G - 5 of ordinance 18615 for significant tree determination)
20. New Tree Legend: species; caliper; quantity
21. Site Requirements Table (See section B)
B. SITE REQUIREMENTS TABLE (figures derived from calculations on page 2)
9" 1. Gross site area being permitted
2. Total area of regulated utility and drainage channel easements
3. Net Urban Forestry Area
[% 4. Required Tree Canopy Coverage (See page 2 for determination)
5. Total site parking area in square feet (include entire parking field)
/[� 6. Required Parking Canopy Coverage: (40% of total site parking area)
Use the following tables:
A
B
C
DII
E
F
G
H
I
J
K
L
M
win
O
P
Q
R
S
T
U
V
W
X
Y
z
**** If Significant Trees on site, complete chart on page 3 first.
Net Urban Forestry Area (phase 1 and 2)
Gross area of property (or artificial lot)
Regulated utility easements and other deductable areas
Net Urban Forestry Area
Required 'free Canoov Area (phase 2
Minimum Cano Coverage Requirement
Comm ercial/InstitutionallPublic Project (30%)
Industrial (20%) Agricultural (25%)
Residential (40%)1 New Subdivision Option (25%)
Multifamily (50% of open space requirement)
Mixed Use Zoned site 5%
Additional 5% if using preservation method B
Total required canopy coverage for site
Preservation/Retention of F.xictinu C.'anonv (nhase 1 and 21
Existing tree canopy area
If seeking approval for phase 1 only, then preserve a minimum
of 50% canopy and stop after completing line M.
Preservation requirement 25%
Additional 5% if using reservation method B ("protected trees"
Additional preservation option for mitigation of significant tree
removal(only if removing significant trees - see pg 3
Total preservation requirement
Area of existing canopy reserved
Total preservation credit *(add line dd only if preserving all
significant trees
New Tree Planting (phase 2)
Calculation
A-B
CX%)
2 r '.
x.
Gx.S
Gx.25
Gx.05
( ff )
((H or n+J+K))
M+ dd*
Square Feet
Acres
F, - 09, 1 ci El
li
ZZ�3
2
+J
10
q S 2
04
F, �..5,
Required new planting coverage
F — M - dd
! q- (p 9 U �,1
�2
large canopy trees @ 2000 sq ft per tree
x 2000
1 LO ( 0 r o
' Q .
medium canopy trees a 700 sq ft per tree
x 700
j (( 01(_.t
small canopy trees @ 100 sq ft per tree
x 100
-
Total Planting
P+Q+R
7. its 7 0 CG
Parking Areas: 1 or 2 family residential are exemnt (nhace 21
Area of parking
Required canopy covLprage of parking areas 40%
Area of cano -covcra e being provided for arkin
ExceWdeficient parking canopy
Fulfillment of Requirements (phase 2)
Total required canopy coverage for site
Provided canopy coverage
Excess/deficient overall canopy
(T x .40
-U
+S+dd
-X
115W 17 4
fI?7 5
K
as
bb
cc
dd
ee
ff
99
Significant Trees
All Post Oaks/Blackjack Oaks > 18" dbh if east of I-35
> All other trees 27" dbh (regardless of species or location
Total of significant trees to be preserved
Significant ificant tree preservation credit
Total of significant trees to be removed
Cianifirant TrPP - Romaval Mitinadinn n"+inne (f hnnea llnnl-
Preservation of existing canopy 1.5X the canopy of removed
significant trees in excess of required canopy OR....
Planting additional trees 5X the canopy of removed significant
trees in excess of required canopy OR....
Payment into tree fund for total dbh inches of significant trees
removed $200 per inch dbh OR....
Urban Design Commission approved plan that mitigates the
removal of the significant tree(s)
Calculation
cc s ft x 0.5
as+bb-cc
(ee s ftx1.5
(ee s ftx5
(ee dbh x $200)
$ i
Inches
DRH
Canopy
Sq Ft
U
0
�d1
q(0q
C%
Q
D. REQUIRED EXHIBITS (SUBMITTED to the Urban Forestry Compliance Section at time of application filing)
PhI PhII
❑
❑
1. Application for Urban Forestry Permit (complete and signed).
❑
❑
2. 2 full-size copies of Phase 1 & Phase 2 plans (folded to maximum size of 9x12 inches).
❑
❑
3. Plan Checklist (this 3 page form).
❑
❑
4. Digital hard -copy (CD) of Phase I & Phase 2 plans (PDF format preferred — no CAD)
❑
❑
5. Check/Money Order made payable to City of Fort Worth
❑
❑
6. 1 full-size copy of the most recently recorded plat (folded to maximum size of 9x12 inches).
Applicant's Certification
I, the undersigned, hereby certify that the attached plan submittal has all items required and listed. I understand that if
any of the items required are deemed missing from the submittal, the plan will not be acceptable for review and will be
returned as incomplete. My client is aware of these criteria and will accept all responsibility for delays due to the
incomplete submittals. I am enclosing an explanation for each item which I feel is not required and therefore, has not
been included in the submittal package.
Applicant's signature
Reviewer's signature
Date
Date
Notes: Subdivision Rules & Regulations references: CP (Concept Plan, Section) 301, PP (Preliminary Plat) Section 302 & FP (Final Plat) & FS
(Short Form Plat) Section 303.
Revised: He 06/0612011
3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
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ApprovalSpec No. Classsification Manufacturer Model No. National Spec SizeStorm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 11/28/18)9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD) MHRC #220605 ASTM A48 AASHTO M306 **24" Dia9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) ASTM A48 AASHTO M306 32" Dia9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++ 2279ST ASTM A48 AASHTO M306 **24" Dia4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++ 2280ST ASTM A48 AASHTO M306 32" Dia++ Portions of this product is not made within the United StatesCITY OF FORT WORTHTRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Updated: 04/03/2019* From Original Standard Products ListClick to Return to the Table of Content1