HomeMy WebLinkAboutContract 54380-PM2519 E. Border Street
Arlington, TX 76010
www.mmatexas.com
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
PAVING IMPROVEMENTS
WESTSIDE HEIGHTS
FID NO. 30114-0200431-102269-E07685
CITY PROJECT NO. 102269
IPRC NO. 19-0184
FILE NO. W-2664
X-26258
Betsy Price David Cooke
Mayor City Manager
Christopher P. Harder
Water Director
William Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
2020
07/16/2020
CSC No. 54380-PM2
00 00 10-1
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 1 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102269
Revised September 1, 2015
SECTION 00 00 10 1
TABLE OF CONTENTS 2
DEVELOPER AWARDED PROJECTS 3
4
Division 00 - General Conditions 5
00 11 13 Invitation to Bidders 6
00 21 13 Instructions to Bidders 7
00 41 00 Bid Form 8
00 42 43 Proposal Form Unit Price 9
00 43 13 Bid Bond 10
00 45 11 Bidders Prequalification’s 11
00 45 12 Prequalification Statement 12
00 45 13 Bidder Prequalification Application 13
00 45 26 Contractor Compliance with Workers' Compensation Law 14
00 45 40 Minority Business Enterprise Goal 15
00 52 43 Agreement 16
00 61 25 Certificate of Insurance 17
00 62 13 Performance Bond 18
00 62 14 Payment Bond 19
00 62 19 Maintenance Bond 20
00 72 00 General Conditions 21
00 73 00 Supplementary Conditions 22
00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded 23
Projects 24
25
Division 01 - General Requirements 26
01 11 00 Summary of Work 27
01 25 00 Substitution Procedures 28
01 31 19 Preconstruction Meeting 29
01 31 20 Project Meetings 30
01 32 16 Construction Progress Schedule 31
01 32 33 Preconstruction Video 32
01 33 00 Submittals 33
01 35 13 Special Project Procedures 34
01 45 23 Testing and Inspection Services 35
01 50 00 Temporary Facilities and Controls 36
01 55 26 Street Use Permit and Modifications to Traffic Control 37
01 57 13 Storm Water Pollution Prevention Plan 38
01 58 13 Temporary Project Signage 39
01 60 00 Product Requirements 40
01 66 00 Product Storage and Handling Requirements 41
01 70 00 Mobilization and Remobilization 42
01 71 23 Construction Staking 43
01 74 23 Cleaning 44
01 77 19 Closeout Requirements 45
01 78 23 Operation and Maintenance Data 46
01 78 39 Project Record Documents 47
48
00 00 10-1
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 2 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102269
Revised September 1, 2015
Technical Specifications which have been modified by the Engineer specifically for this 1
Project; hard copies are included in the Project’s Contract Documents 2
3
NONE 4
5
Technical Specifications listed below are included for this Project by reference and can be 6
viewed/downloaded from the City’s Buzzsaw site at: 7
8
htps://projectpoint.buzzsaw.com/client/fortworthgov/Resources/02%20-9
%20Construction%20Documents/Specifications 10
11
Division 02 - Existing Conditions 12
02 41 13 Selective Site Demolition 13
02 41 14 Utility Removal/Abandonment 14
02 41 15 Paving Removal 15
16
Division 03 - Concrete 17
03 30 00 Cast-In-Place Concrete 18
03 34 13 Controlled Low Strength Material (CLSM) 19
03 34 16 Concrete Base Material for Trench Repair 20
03 80 00 Modifications to Existing Concrete Structures 21
22
Division 26 - Electrical 23
26 05 00 Common Work Results for Electrical 24
26 05 10 Demolition for Electrical Systems 25
26 05 33 Raceway and Boxes for Electrical Systems 26
26 05 43 Underground Ducts and Raceways for Electrical Systems 27
28
Division 31 - Earthwork 29
31 10 00 Site Clearing 30
31 23 16 Unclassified Excavation 31
31 23 23 Borrow 32
31 24 00 Embankments 33
31 25 00 Erosion and Sediment Control 34
31 36 00 Gabions 35
31 37 00 Riprap 36
37
Division 32 - Exterior Improvements 38
32 01 17 Permanent Asphalt Paving Repair 39
32 01 18 Temporary Asphalt Paving Repair 40
32 01 29 Concrete Paving Repair 41
32 11 23 Flexible Base Courses 42
32 11 29 Lime Treated Base Courses 43
32 11 33 Cement Treated Base Courses 44
32 12 16 Asphalt Paving 45
32 12 73 Asphalt Paving Crack Sealants 46
32 13 13 Concrete Paving 47
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 48
32 13 73 Concrete Paving Joint Sealants 49
32 14 16 Brick Unit Paving 50
00 00 10-1
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 3 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102269
Revised September 1, 2015
32 16 13 Concrete Curb and Gutters and Valley Gutters 1
32 17 23 Pavement Markings 2
32 31 13 Chain Link Fences and Gates 3
32 31 26 Wire Fences and Gates 4
32 31 29 Wood Fences and Gates 5
32 32 13 Cast-in-Place Concrete Retaining Walls 6
32 91 19 Topsoil Placement and Finishing of Parkways 7
32 92 13 Hydro-Mulching, Seeding, and Sodding 8
32 93 43 Trees and Shrubs 9
10
Division 33 - Utilities 11
33 01 30 Sewer and Manhole Testing 12
33 01 31 Closed Circuit Television (CCTV) Inspection 13
33 03 10 Bypass Pumping of Existing Sewer Systems 14
33 04 10 Joint Bonding and Electrical Isolation 15
33 04 11 Corrosion Control Test Stations 16
33 04 12 Magnesium Anode Cathodic Protection System 17
33 04 30 Temporary Water Services 18
33 04 40 Cleaning and Acceptance Testing of Water Mains 19
33 05 10 Utility Trench Excavation, Embedment, and Backfill 20
33 05 12 Water Line Lowering 21
33 05 13 Frame, Cover and Grade Rings 22
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 23
33 05 16 Concrete Water Vaults 24
33 05 17 Concrete Collars 25
33 05 20 Auger Boring 26
33 05 21 Tunnel Liner Plate 27
33 05 22 Steel Casing Pipe 28
33 05 23 Hand Tunneling 29
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 30
33 05 26 Utility Markers/Locators 31
33 05 30 Exploratory Excavation for Existing Utilities 32
33 11 10 Ductile Iron Pipe 33
33 11 11 Ductile Iron Fittings 34
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 35
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 36
33 11 14 Buried Steel Pipe and Fittings 37
33 12 10 Water Services 1-inch to 2-inch 38
33 12 11 Large Water Meters 39
33 12 20 Resilient Seated Gate Valve 40
33 12 21 AWWA Rubber-Seated Butterfly Valves 41
33 12 25 Connection to Existing Water Mains 42
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 43
33 12 40 Dry-Barrel Fire Hydrants 44
33 12 50 Water Sample Stations 45
33 12 60 Blow-off Valves 46
33 31 12 Cured in Place Pipe (CIPP) 47
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 48
33 31 15 HDPE Pipe For Sanitary Sewers (Gravity and Force Mains) 49
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 50
00 00 10-1
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 4 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102269
Revised September 1, 2015
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 1
33 31 22 Sanitary Sewer Slip Lining 2
33 31 23 Sanitary Sewer Pipe Enlargement 3
33 31 50 Sanitary Sewer Service Connections and Service Line 4
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 5
33 39 10 Cast-in-Place Concrete Manholes 6
33 39 20 Precast Concrete Manholes 7
33 39 30 Fiberglass Manholes 8
33 39 40 Wastewater Access Chamber (WAC) 9
33 39 60 Epoxy Liners for Sanitary Sewer Structures 10
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 11
33 41 11 HDPE Storm Sewer Pipe 12
33 46 00 Sub drainage 13
33 46 01 Slotted Storm Drains 14
33 46 02 Trench Drains 15
33 49 10 Cast-in-Place Manholes and Junction Boxes 16
33 49 20 Curb and Drop Inlets 17
33 49 40 Storm Drainage Headwalls and Wingwalls 18
19
Division 34 - Transportation 20
34 41 10 Traffic Signals 21
34 41 13 Removing Traffic Signals 22
34 41 20 Roadway Illumination Assemblies 23
34 41 30 Aluminum Signs 24
34 71 13 Traffic Control 25
26
27
Appendix 28
GC-4.01 Availability of Lands 29
GC-4.02 Subsurface and Physical Conditions 30
GC-4.04 Underground Facilities 31
GC-4.06 Hazardous Environmental Condition at Site 32
GC-6.06.D Minority and Women Owned Business Enterprise Compliance 33
GC-6.07 Wage Rates 34
GC-6.09 Permits and Utilities 35
GC-6.24 Nondiscrimination 36
GR-01 60 00 Product Requirements 37
38
END OF SECTION 39
working
00 45 12
DAP PREQUALIFICATION STATEMENT
Page l of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequali�ed contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
Tv�ae" box provide the complete major work tYpe and actual description as provided bY the Water
Department for water and sewer and TPW for pavin�
Maj or Work Type
Concrete Con/Recon Unlimited
Contractor/Subcontractor Company Name
XIT Pavin� and Construction, Inc.
Prequalification
Expiration Date
11/31/2021
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequali�ed for the work types listed.
BIDDER:
XIT Paving and Construction Inc.
3934 US 287.
�1Vaxahachie, TX 75165
BY: XIT P ing and Construction, Inc.
..� �..�.
( gnature) � _
TITLE : C�t� �T _ ;
DATE: � f�► Z,o,2o _ , .� ��
,- .
�` .,;. a � �
. �„ _
_` _
� ,
�. -. � �
, ,., .
� ..
...-
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
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
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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. 102269 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:
XIT Pavin� and Construction. Inc By: �k6 ��qB�E
Company (Pl � e Print)
3934 US 287 Signature: _ �
Address
Waxahachie1 TX 76165 . Title:
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TARRANT
�
�
7�'srl�E'��
(Please Print)
BEFORE ME, thy undersigned authority, on this day personally appeared
.�.��.s .. �{' , lrnown to me to be the person whose name is
subscribed� the �regoing i st ent, and acknowledged to me that he/she executed the same as
the act and deed of J�� 'Y' for the purposes and
consideration therein expressed and in the capacity therein stated.
�GIVE � UNDER MY HAND AND SEAL OF OFFICE this
� , 20 Z,o
z�""Y'°°e�, WENDY C SPRADLEY
Notary ID #130187304
�^q P� My Commission Expires
'Fo� s�-% May 9, 2023
END OF
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Apri12, 2014
fG � _day of
C
nd for the tate of Texas
WESTSIDE HEIGHTS
102269
working
40 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
38 Article 4. CONTRACT PRICE
39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
40 Documents an amount in current funds of One Million. Sevent�•-Four Thousand, and Nine
41 Hundred Forti•-Four dollars and Fi Ei ht cents ($1 074.944.58).
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44 A. The Contract Documents which comprise the entire agreement between Developer and
45 Contractor concerning the Work consist of the following:
46 1. This Agreement.
47
48
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50
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58
2. Attachments to this Agreement:
1) Proposal Form (DAP Version)
2) Prequalification Statement
3) ' )
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
59 3. Standard City General Conditions of the Construction Contract for Developer
60 Awarded Projects.
61 4. Supplementary Conditions.
62 5. Specifications specifically made a part of the Contract Documents by attachment
63 or, if not attached, as incorporated by reference and described in the Table of
64 Contents of the Project's Contract Documents.
65
66
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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. Charige Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVEIAPER AWARDED PROJECTS 102269
Revised June 16, 2016
OU5243-3
Developer Awarded Project Agreement
Page 3 of 4
76 Article 6. INDEMNIFICATION
77
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6.1 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 indemni�cation rovision is s ecificall • intended to o erate
and be effective even if it is alle�ed or proven that all or some of the dama�es beine
sou�ht were caused, in whole or in part, by an�� act. omission or neeli�ence of the cit�.
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.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own eacpense,
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 indemni�cation
rp OVISion is specificall� intended to onerate and be effective even if it is alleged or
proven that all or some of the dama�es bein� sou�ht were caused. in whole or in part,
b`� anv act, omission or negli�ence of the cit��.
Article 7. MISCELLANEOUS
98 7.1 Terms.
99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
100 the Construction Contract for Developer Awarded Projects.
lol 7.2 Assignment of Contract.
102 This Agreement, including all of the Contract Documents may not be assigned by the
103 Contractor without the advanced express written consent of the Developer.
104 7.3 Successors and Assigns.
105 Developer and Contractor each binds itself, its partners, successors, assigns and legal
106 representatives to the other party hereto, in respect to all covenants, agreements and
107 obligations contained in the Contract Documents.
108 7.4 Severability.
109 Any provision or part of the Contract Documents held to be unconstitutional, void or
110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
111 remaining provisions shall continue to be valid and binding upon DEVELOPER and
112 CONTRACTOR.
113 7.5 Governing Law and Venue.
114 This Agreement, including all of the Contract Documents is performable in the State of
115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
116 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102269
Revised June 16, 2016
06/04/2020
COMMERCIAL GENERAL LIABILITY
CG 20 01 04 13
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
PRIMARY AND NONCONTRIBUTORY -
OTHER INSURANCE CONDITION
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
The following is added to the Other Insurance
Condition and supersedes any provision to the
contrary:
Primary And Noncontributory Insurance
This insurance is primary to and will not seek
contribution from any other insurance
available to an additional insured under your
policy provided that:
(1) The additional insured is a Named Insured
under such other insurance; and
(2) You have agreed in writing in a contract
or agreement that this insurance would be
primary and would not seek contribution
from any other insurance available to the
additional insured.
O Insurance Services Office, Inc., 2012 Page 1 of 1
CG 20 01 04 13 Policy Number: 9186446 Transaction Effective Date: 02-01-2020
POLICY NUMBER: 9186446
COMMERCIAL GENERAL LIABILITY
CG20100413
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS - SCHEDULED PERSON OR
ORGANIZATION
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name Of Additional Insured Person(s)
Or Organizations: Location(s) Of Covered Operations
GOLD CREEK HOMES & DEVELOPMENT ANY COVERAGE PROVIDED BY THIS
908 S MAIN ST STE H ENDORSEMENT APPLIES ONLY TO PROJECT:
WEATHERFORD TX 76086 WESTSIDE HEIGHTS APARTMENTS, 5050 AZLE
AVE, FORT WORTH TX 76106. ADDITIONAL
INSUREDS ALSO INCLUDE: GOLD CREEK HOMES
& DEVELOPMENT, LLC.
nformation required to complete this Schedule, if not shown above, will be shown in the Declarations.
A. Section II - Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury",
"property damage" or "personal and advertising
injury" caused, in whole or in part, by:
1. Your acts or omissions; or
2. The acts or omissions of those acting on your
behalf;
in the performance of your ongoing operations for
the additional insured(s) at the location(s)
designated above.
However:
1. The insurance afforded to such additional
insured only applies to the extent permitted by
law; and
2. If coverage provided to the additional insured
is required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to
provide for such additional insured.
XIT CONSTRUCTION, LLC
3934 S HIGHWAY 287
WAXAHACHIE TX 75165
B. With respect to the insurance afforded to these
additional insureds, the following additional
exclusions apply:
This insurance does not apply to "bodily injury" or
"property damage" occurring after:
1. All work, including materials, parts or
equipment furnished in connection with such
work, on the project (other than service,
maintenance or repairs) to be performed by or
on behalf of the additional insured(s) at the
location of the covered operations has been
completed; or
2. That portion of "your work" out of which the
injury or damage arises has been put to its
intended use by any person or organization
other than another contractor or subcontractor
engaged in performing operations for a
principal as a part of the same project.
O Insurance Services Office, Inc., 2012 Page 1 of 2
CG 20 10 04 13 Policy Number: 9186446 Transaction Effective Date: 04-03-2020
C. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III - Limits Of Insurance:
If coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:
1. Required by the contract or agreement; or
2. Available under the applicable Limits of
Insurance shown in the Declarations;
whichever is less.
This endorsement shall not increase the
applicable Limits of Insurance shown in the
Declarations.
Page 2 of 2 O Insurance Services Office, Inc., 2012
CG 20 10 04 13 Policy Number: 9186446 Transaction Effective Date: 04-03-2020
POLICY NUMBER: 9186446
COMMERCIAL GENERAL LIABILITY
CG 20 37 04 13
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS - COMPLETED OPERATIONS
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
SCHEDULE
Name Of Additional Insured Person(s)
Or Organization(s) Location And Description Of Completed Operations
GOLD CREEK HOMES & DEVELOPMENT ANY COVERAGE PROVIDED BY THIS
908 S MAIN ST STE H ENDORSEMENT APPLIES ONLY TO PROJECT:
WEATHERFORD TX 76086 WESTSIDE HEIGHTS APARTMENTS, 5050 AZLE
AVE, FORT WORTH TX 76106. ADDITIONAL
INSUREDS ALSO INCLUDE: GOLD CREEK HOMES
& DEVELOPMENT, LLC.
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.
A. Section II - Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only with
respect to liability for "bodily injury" or "property
damage" caused, in whole or in part, by "your
work" at the location designated and described in
the Schedule of this endorsement performed for
that additional insured and included in the
"products-completed operations hazard".
However:
1. The insurance afforded to such additional
insured only applies to the extent permitted by
law; and
2. If coverage provided to the additional insured is
required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to
provide for such additional insured.
XIT CONSTRUCTION, LLC
3934 S HIGHWAY 287
WAXAHACHIE TX 75165
B. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III - Limits Of Insurance:
If coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:
1. Required by the contract or agreement; or
2. Available under the applicable Limits of
Insurance shown in the Declarations;
whichever is less.
This endorsement shall not increase the applicable
Limits of Insurance shown in the Declarations.
O Insurance Services Office, Inc., 2012 Page 1 of 1
CG 20 37 04 13 Policy Number: 9186446 Transaction Effective Date: 04-03-2020
FEDERATED INSURANCE COMPANIES
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
LIMITED AMENDMENT OF CANCELLATION PROVISIONS
All Coverage Parts included in this policy are subject to the following conditions:
If we cancel this policy, we will mail advance notice to the person(s) or organization(s) as shown in the Schedule.
SCHEDULE
Insured:
XIT CONSTRUCTION, LLC
3934 S HIGHWAY 287
WAXAHACHIE, TX 75165-7453
Includes copyrighted material of Insurance Services Office, Inc., with its permission.
IL-F-50 (04-13) Policy Number: 9186446 Transaction Effective Date: 04/03/2020
Genera I
Power
of Attorney
POWER NO. 4220012 14
Westfield Insurance Co.
Westfield National Insuranc
e Co.
CERTIFIED COPY Ohio Farmers Insurance C.
0
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," dul
organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these
presents make, constitute and appoint
TONY FIERRO, JOHNNY MOSS, JAY JORDAN, MISTIE BECK, JEREMY BARNETT, JADE PORTER, ROBERT G. KANUTH,
JARRETT WILLSON, JACK NOTTINGHAM, JOINTLY OR SEVERALLY
of ROCKWALL and State of TX its true and lawful Attorney(s)-in-Fact, with futl 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
suretyshi p- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
�AR NT E, 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 Attorney(s)-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 lt 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 rovisions:
The Attorney-�n-Fact. may be given full power and authority for and in the name of and on behalf of the Com an , to execute, acknowled e and
deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obliga ory 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 b� facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile
seal shall be valid and binding upon the Company with res ect to an bond or undertakin to which it is attached." Each ado te
held on February 8, 2000).
P y g ( p d at a meeting
In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMER
S INSURANCE
COMPANY have caused these presents to`�be signed by their National Surety Leader and Senior Executive and their corporate seals to be hereto
affixed this 02nd day of JANUARY A.D., 2020 .
M��►I�IR��y� �1{Illi��
Corporate .•�"� ''►•, ���''` 'r���� , �'��/�,,Y++iI`�I������ WESTFIELD INSURANCE COMPANY
Seals ���►s�IR�.,���,�+ `�,�,.�P.����v�� ,,��,,,r/ ,,,,,.�• t11S�f�.. `r',�,�r WESTFIELD NATI
�� , ,�, ti. � ; ,. .,� ; ,, ,. "'''�;!'� ONAL INSURANCE COMPANY
Affixed � . � � .o; •,�A ; �- �.• 4 ••e^�- OHIO FARMERS INSURANCE COMPANY
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State of Ohio �' ''����,�„��>>��`' •�����.�,���•�•` B �
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County of Medina ss,: Gary W. tumper, Nationa Surety Leader and
Senior Executive
On this 02nd day of JANUARY A.D., 2020 , before me personally came Gary W. Stumper to me known, who, being by me duly sworn,
did depose and say, that he resides in Hartford, CT; that he is National Surety Leader and Senior Executive 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.
Notarial
Sea I
Affixed
State of Ohio
County of Medina
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David A. Kotnik, Attorney at Law, Notary Public
My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code)
I, Frank A. Carrino, Secretary of WESTFIELD INSURANCE C�MPANY, 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
�t�� A. D., Zp� .
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BPCAC2 (combined) (06-02)
006213-]
PERFORMANCE BOND
Page ] of2
� SECTION 00 62 13 #088216R
2 PERFORMANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, XIT Pavin > and Construction Inc. _, known as "Principal" herein and
g _ Westfield Insurancz Cn_ m�an� _, a corporate surety(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 finnly bound unto the Developer, Azle Ave Apts, LLC, authorized to do
11 business in Texas {"Deyeloper") and the City of Fort Worth, a Texas municipal corporation
12 ("City"), in the penal sum of, One Million, One Hundred Ei �ht Thousand. Four Hundred Ninet��-
13 Four dollars and Fift�i� cents ($1.108.494.58), ]awful money of the United States, to be paid
14 in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made
15 jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors,
16 administrators, successors and assigns, 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 Ageeement, CFA Number ] 9-0122 and
20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
2 t the � day of � w� __ , 20 Lo, which Contract is hereby referred to and made a
22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
23 and other accessories defined by law, in the prosecution of the Work, including any Change
24 Orders, as provided for in said Contract designated as Marine Creek Ranch Section 14.
25 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
26 shall faithfully perfonn it obligations under the Contract and shall in all respects duly and
27 faithfully perform the Work, including Change �rders, under the Contract, according to the plans,
28 specifications, and contract documents therein referred to, and as well during any period of
29 extension of the Contract that may be granted on the part of the Developer and/or City, then this
30 obligation shall be and become null and void, otherwise to remain in full force and effect.
C1TY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CITY CONDITIONS — DBVLLOPER AWARDED PROJECTS 102269
Revised January 31, 2012
006213-2
PERFORMANCE BOND
Page 2 of2
1 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
3 Worth Division.
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This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statue.
IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
�- r--
this instrument by duty authorized agents and officers on this the _� day of �/tM•�
� , 20 Z�?
Inc.
ATTEST:
(Principal) Secretary
�
r �
Wifiess as � Principal
PRINCIPAL.
XIT Pavin� and Construction. Inc
sY: �
Sig ature� �
�,Jv�c -f �° 9��'`� �.tr�E�-
Name and T�tle
Address: 3934 US 2&7
Waxahachie. TX 75165
SURETY; Westfield Insurance Company
P O Box 5001
Westfield Center. OH 44251-5001
BY: `~�
" n t
Ja� Jordan. Attorne. -in-Fact
Name and Title
Address: 2255 Ridee Road Suite 33?
, 1 � R_ockwall,_Tx 75087
� , � ---
� �'-��. - �s
Witness as to .' rety Telephone Number; 972-772-7220
*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 WESTSIDE HEIGtiTS
STANDARD CITY COND1TInN5 — DEVELOPER AWARDEU PROJECTS 102269
Revised January 31, 2012
006214-1
PAYMENT BOND
Page 1 of 2
1
2
3
4
5
6
7
XSECTION 00 62 14
PAYMENT B4ND #088216R
THE STATE UF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, XIT Pavin�. and Construction. Inc. _ , known as "Principal"
8 herein, and Westfield lnsurance Compam , a corporate
9 surety ( or sureties if more than one), duly authorized to do business in the State of Texas, known
10 as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Azle
11 Ave Apts, LLC, authorized to do business in Texas "(Deveioper"), and the City of Fort Worth, a
12 Texas municipal corporation ("City"), in the penal sum of One Million. �ne Hundred Ei�ht
13 Thousand. Four_Hundred Ninet�-Four dollars and Fifty Eight cents ($1.1�8.494.581, lawful
14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of
15 which sum well and truly ba made jointly unto the Developer and the City as dual obligees, we
16 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
l7 firmly by these presents:
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
i9 community facilities in the City of Fort Worth, by and through a Community Facilities
20 Agreement, CFA Number 19-0122 and
21 WHEREAS, Principal has entered into a certain written Contract with Developer,
�
22 awarded the _�f �'" _ day of _./ uac ___ , 20 Zd , 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 Marine Creek Ranch Section 14.
26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
27 Principal shall pay all monies �wing to any (and all) payment bond beneficiary (as defined in
28 Chapter 2253 of the Texas Goverrunent Code, as amended) in the prosecution of the Work under
29 the Contract, then this obligation shall be and bec4me null and void; otherwise to remain in full
30 force and effect.
CITY OF FORT VVORTH WESTSIDE HBIGHTS
STANDARD CI'TY CONDITIONS —DEVELOPER AWARDED PROJECI'S 102269
Revised January 31, 2012
0
2
3
0062 ]4-2
PAYMENT BOND
Page 2 of 2
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Cade, as amended, and all liabilities on this bond shall be determined in
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 afficers on this the _� day of
6 ��c= -- , 20 Za. -
7
ATTEST:
{Principal) Secretary
� _ `�
Witness � s o Princip:
ATTEST:
N/A
(Surety) Secretary
'
- - ��
Witness as to�urety
PRINCIPAL:
XIT Pavinw and Construction Inc
BY; �
Signatu e
/ 6 �o � �s�vf
Name and Title �� � �T
Address: 3934 US 287
Waxahachie. TX 75165 _
SURETY: Westfield Insurance Company
_ P O Box 5001
Westfield Center, OH 44251-�OOI
BY: -
Sign ur
Ja� Jordan. Attorne• -in-Fact
Name and Title
Address: 2255 Ridge Road �i 'i
_ Rockwall_ Tx 75Q87 _
Telephone Number: _g72_��2_�220
8
9
10
11
]2
13
Note: lf 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.
14
END OF SECTION
C1TY OF FORT WORTH WESTSiDE H�IGHTS
STANDARD C1TY CONDITIONS — DF,VELOPER A WARDED PROJECTS 102259
Revised January 31, 2012
006219-1
MATNTENANCE BOND
Page 1 of 3
1
2
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7
SECTION 00 62 19
MAINTENANCE BOND #088216R
THE STATE �F TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, XIT Pavine and Construction. Inc. __ �, known as "Principal" herein and
8 Westfield Insurance Comp�ia y , a corporate surety (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, Azle Ave Apts, LLC, authorized to do
11 business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation
l2 ("City"), in the sum of One Million. One Hundred Ei�ht Thousand, Four Hundred Ninet. -Four
13 dollars and Fiftv Ei�ht cents Dollars ($1_108.494.58), (awful money ofthe United States, to be
14 paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made
15 jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves,
16 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
17 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 19-0122 and
22 WHEREAS, the Principal has entered into a certain written contract with the Developer
23 awarded the� day of �t�.,c , 20 T�, which Contract is
24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
25 materials, equipment labor and other accessories as defined by law, in the prosecution of the
26 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
27 the "Work") as provided for in said Contract and designated as Marine Creek Ranch Section 14;
28
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34
and
WHEREAS, Principal binds itself to use such materials and to so construct the Work in
accordance with the pfans, 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
C1TY OF FORT WORTH WESTS[DE NEIGHTS
STANDARD C1TY CONDITIONS — DEVELOPER AWARDED PROJECTS 102269
Revised )anuary 31, 2D12
006219-2
MAINTENANCE BOND
Page 2 of 3
1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the 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
b 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 shal] 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 UF FORT WORTH WEST5IDE HEIGHTS
STANDARD CITY CONDITIONS DHVELOPER AWARDED PROJECTS 102269
Revised January 31, 2U12
006219-3
MAINTENANCE BOND
Page 3 of 3
l IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the ��`' day of � Lvt.c�
3 _ , 2pZv
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ATTEST:
(Principal) Secretary
. ..
i —__
Witness � to Princi i( ,
ATTEST:
N/A
(Surety) 5ecreta�� �
l i�i� �.�.�� ��_���;C
tne�ss as t�} k'urety
J'
AR[NCIPAL:
XIT Pavinc and Construction Inc.
BY: �
Si nati
'_JdrrL Q �+E _ _ �rC�'JC � .
Nar�e and�Titl� �
Address: 3934 US 287
Wax�hachie. TX 75165
SURETY: Westfield Insurance Company
P � Box 5001
Westfield Center. OH 442;�..ti�001 _
_ �
BY: �--
S n �r
Ja•, Jordan. Attome� -in-Fact
Name and Title
Address: 2255 Rid�e Road Suite 333
Rockwall. Tx 75087
Telephone Number: q72_7�2_�ZZp
*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 UF FORT WORTH WEST5fD6 HEIGHI'S
STANDARD CITY CONDITIONS DFVELOPER AWARDED PRO)ECTS �p�26g
Revised January 31, 2012
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
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b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor—The individual or entity with whom Developer has entered into the Agreement.
11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
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16. Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans – See definition of Drawings.
24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25. Project—The Work to be performed under the Contract Documents.
26. Project Representative—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
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30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
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41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 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.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
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1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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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-
NONE
NONE
NONE
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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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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 27 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
7.03 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations, City’s Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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Page 30 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Page 31 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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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:
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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
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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.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised December 20, 2012
1 SECTION 01 11 00
2 SUMMARY OF WORK
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor, materials, and equipment, and performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list, then the item shall
27 be considered as a subsidiary item of Work, the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy only portions of the public streets and alleys, or other public places
34 or other rights-of-way as provided for in the ordinances of the City, as shown in the
35 Contract Documents, or as may be specifically authorized in writing by the City.
36 a. A reasonable amount of tools, materials, and equipment for construction
37 purposes may be stored in such space, but no more than is necessary to avoid
38 delay in the construction operations.
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised December 20, 2012
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material, or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements, including removal, temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal, unless a bid item is specifically provided in the proposal.
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised December 20, 2012
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 SECTION 01 25 00
2 SUBSTITUTION PROCEDURES
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a product which is specified by descriptive or performance criteria or
8 defined by reference to 1 or more of the following:
9 a. Name of manufacturer
10 b. Name of vendor
11 c. Trade name
12 d. Catalog number
13 2. Substitutions are not "or-equals".
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. None.
16 C. Related Specification Sections include, but are not necessarily limited to:
17 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
18 2. Division 1 – General Requirements
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various items bid. No
22 separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
25 A. Request for Substitution - General
26 1. Within 30 days after award of Contract (unless noted otherwise), the City will
27 consider formal requests from Contractor for substitution of products in place of
28 those specified.
29 2. Certain types of equipment and kinds of material are described in Specifications by
30 means of references to names of manufacturers and vendors, trade names, or catalog
31 numbers.
32 a. When this method of specifying is used, it is not intended to exclude from
33 consideration other products bearing other manufacturer's or vendor's names,
34 trade names, or catalog numbers, provided said products are "or-equals," as
35 determined by City.
36 3. Other types of equipment and kinds of material may be acceptable substitutions
37 under the following conditions:
38 a. Or-equals are unavailable due to strike, discontinued production of products
39 meeting specified requirements, or other factors beyond control of Contractor;
40 or,
01 25 00 - 2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 b. Contractor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitution Form (attached)
4 B. Procedure for Requesting Substitution
5 1. Substitution shall be considered only:
6 a. After award of Contract
7 b. Under the conditions stated herein
8 2. Submit 3 copies of each written request for substitution, including:
9 a. Documentation
10 1) Complete data substantiating compliance of proposed substitution with
11 Contract Documents
12 2) Data relating to changes in construction schedule, when a reduction is
13 proposed
14 3) Data relating to changes in cost
15 b. For products
16 1) Product identification
17 a) Manufacturer's name
18 b) Telephone number and representative contact name
19 c) Specification Section or Drawing reference of originally specified
20 product, including discrete name or tag number assigned to original
21 product in the Contract Documents
22 2) Manufacturer's literature clearly marked to show compliance of proposed
23 product with Contract Documents
24 3) Itemized comparison of original and proposed product addressing product
25 characteristics including, but not necessarily limited to:
26 a) Size
27 b) Composition or materials of construction
28 c) Weight
29 d) Electrical or mechanical requirements
30 4) Product experience
31 a) Location of past projects utilizing product
32 b) Name and telephone number of persons associated with referenced
33 projects knowledgeable concerning proposed product
34 c) Available field data and reports associated with proposed product
35 5) Samples
36 a) Provide at request of City.
37 b) Samples become the property of the City.
38 c. For construction methods:
39 1) Detailed description of proposed method
40 2) Illustration drawings
41 C. Approval or Rejection
42 1. Written approval or rejection of substitution given by the City
43 2. City reserves the right to require proposed product to comply with color and pattern
44 of specified product if necessary to secure design intent.
45 3. In the event the substitution is approved, if a reduction in cost or time results, it will
46 be documented by Change Order.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 4. Substitution will be rejected if:
2 a. Submittal is not through the Contractor with his stamp of approval
3 b. Request is not made in accordance with this Specification Section
4 c. In the Developer’s opinion, acceptance will require substantial revision of the
5 original design
6 d. In the City’s or Developer’s opinion, substitution will not perform adequately
7 the function consistent with the design intent
8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
9 1.7 CLOSEOUT SUBMITTALS [NOT USED]
10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. In making request for substitution or in using an approved product, the Contractor
13 represents that the Contractor:
14 1. Has investigated proposed product, and has determined that it is adequate or
15 superior in all respects to that specified, and that it will perform function for which it
16 is intended
17 2. Will provide same guarantee for substitute item as for product specified
18 3. Will coordinate installation of accepted substitution into Work, to include building
19 modifications if necessary, making such changes as may be required for Work to be
20 complete in all respects
21 4. Waives all claims for additional costs related to substitution which subsequently
22 arise
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS [NOT USED]
27 PART 3 - EXECUTION [NOT USED]
28 END OF SECTION
29
Revision Log
DATE NAME SUMMARY OF CHANGE
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 EXHIBIT A
2 REQUEST FOR SUBSTITUTION FORM:
3
4 TO:
5 PROJECT: DATE:
6 We hereby submit for your consideration the following product instead of the specified item for
7 the above project:
8 SECTION PARAGRAPH SPECIFIED
9 ITEM
10
11
12 Proposed Substitution:
13 Reason for Substitution:
14 Include complete information on changes to Drawings and/or Specifications which proposed
15 substitution will require for its proper installation.
16
17 Fill in Blanks Below:
18 A. Will the undersigned contractor pay for changes to the building design, including engineering
19 and detailing costs caused by the requested substitution?
20
21
22 B. What effect does substitution have on other trades?
23
24
25 C. Differences between proposed substitution and specified item?
26
27
28 D. Differences in product cost or product delivery time?
29
30
31 E. Manufacturer's guarantees of the proposed and specified items are:
32
33 Equal Better (explain on attachment)
34 The undersigned states that the function, appearance and quality are equivalent or superior to the
35 specified item.
36 Submitted By: For Use by City
37
38 Signature Recommended Recommended
39 as noted
40
41 Firm Not recommended Received late
42 Address By
43 Date
44 Date Remarks
45 Telephone
46
47 For Use by City:
48
49 Approved Rejected
50 City Date
01 31 19 - 1
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 SECTION 01 31 19
2 PRECONSTRUCTION MEETING
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. No construction schedule required unless requested by the City.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 – General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Coordination
20 1. Attend preconstruction meeting.
21 2. Representatives of Contractor, subcontractors and suppliers attending meetings
22 shall be qualified and authorized to act on behalf of the entity each represents.
23 3. Meeting administered by City may be tape recorded.
24 a. If recorded, tapes will be used to prepare minutes and retained by City for
25 future reference.
26 B. Preconstruction Meeting
27 1. A preconstruction meeting will be held within 14 days after the delivery of the
28 distribution package to the City.
29 a. The meeting will be scheduled and administered by the City.
30 2. The Project Representative will preside at the meeting, prepare the notes of the
31 meeting and distribute copies of same to all participants who so request by fully
32 completing the attendance form to be circulated at the beginning of the meeting.
33 3. Attendance shall include:
34 a. Developer and Consultant
35 b. Contractor's project manager
36 c. Contractor's superintendent
37 d. Any subcontractor or supplier representatives whom the Contractor may desire
38 to invite or the City may request
01 31 19 - 2
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CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 e. Other City representatives
2 f. Others as appropriate
3 4. Preliminary Agenda may include:
4 a. Introduction of Project Personnel
5 b. General Description of Project
6 c. Status of right-of-way, utility clearances, easements or other pertinent permits
7 d. Contractor’s work plan and schedule
8 e. Contract Time
9 f. Notice to Proceed
10 g. Construction Staking
11 h. Progress Payments
12 i. Extra Work and Change Order Procedures
13 j. Field Orders
14 k. Disposal Site Letter for Waste Material
15 l. Insurance Renewals
16 m. Payroll Certification
17 n. Material Certifications and Quality Control Testing
18 o. Public Safety and Convenience
19 p. Documentation of Pre-Construction Conditions
20 q. Weekend Work Notification
21 r. Legal Holidays
22 s. Trench Safety Plans
23 t. Confined Space Entry Standards
24 u. Coordination with the City’s representative for operations of existing water
25 systems
26 v. Storm Water Pollution Prevention Plan
27 w. Coordination with other Contractors
28 x. Early Warning System
29 y. Contractor Evaluation
30 z. Special Conditions applicable to the project
31 aa. Damages Claims
32 bb. Submittal Procedures
33 cc. Substitution Procedures
34 dd. Correspondence Routing
35 ee. Record Drawings
36 ff. Temporary construction facilities
37 gg. MBE/SBE procedures
38 hh. Final Acceptance
39 ii. Final Payment
40 jj. Questions or Comments
01 31 19 - 3
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CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 33 00 - 1
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CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 SECTION 01 33 00
2 DAP SUBMITTALS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General methods and requirements of submissions applicable to the following
7 Work-related submittals:
8 a. Shop Drawings
9 b. Product Data (including Standard Product List submittals)
10 c. Samples
11 d. Mock Ups
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 – General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Coordination
24 1. Notify the City in writing, at the time of submittal, of any deviations in the
25 submittals from the requirements of the Contract Documents.
26 2. Coordination of Submittal Times
27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of
28 performing the related Work or other applicable activities, or within the time
29 specified in the individual Work Sections, of the Specifications.
30 b. Contractor is responsible such that the installation will not be delayed by
31 processing times including, but not limited to:
32 a) Disapproval and resubmittal (if required)
33 b) Coordination with other submittals
34 c) Testing
35 d) Purchasing
36 e) Fabrication
37 f) Delivery
38 g) Similar sequenced activities
39 c. No extension of time will be authorized because of the Contractor's failure to
40 transmit submittals sufficiently in advance of the Work.
01 33 00 - 2
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CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 d. Make submittals promptly in accordance with approved schedule, and in such
2 sequence as to cause no delay in the Work or in the work of any other
3 contractor.
4 B. Submittal Numbering
5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
6 reference identification numbering system in the following manner:
7 a. Use the first 6 digits of the applicable Specification Section Number.
8 b. For the next 2 digits number use numbers 01-99 to sequentially number each
9 initial separate item or drawing submitted under each specific Section number.
10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
12 submittal number would be as follows:
13
14 03 30 00-08-B
15
16 1) 03 30 00 is the Specification Section for Concrete
17 2) 08 is the eighth initial submittal under this Specification Section
18 3) B is the third submission (second resubmission) of that particular shop
19 drawing
20 C. Contractor Certification
21 1. Review shop drawings, product data and samples, including those by
22 subcontractors, prior to submission to determine and verify the following:
23 a. Field measurements
24 b. Field construction criteria
25 c. Catalog numbers and similar data
26 d. Conformance with the Contract Documents
27 2. Provide each shop drawing, sample and product data submitted by the Contractor
28 with a Certification Statement affixed including:
29 a. The Contractor's Company name
30 b. Signature of submittal reviewer
31 c. Certification Statement
32 1) “By this submittal, I hereby represent that I have determined and verified
33 field measurements, field construction criteria, materials, dimensions,
34 catalog numbers and similar data and I have checked and coordinated each
35 item with other applicable approved shop drawings."
36 D. Submittal Format
37 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
38 2. Bind shop drawings and product data sheets together.
39 3. Order
40 a. Cover Sheet
41 1) Description of Packet
42 2) Contractor Certification
43 b. List of items / Table of Contents
44 c. Product Data /Shop Drawings/Samples /Calculations
45 E. Submittal Content
46 1. The date of submission and the dates of any previous submissions
01 33 00 - 3
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CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 2. The Project title and number
2 3. Contractor identification
3 4. The names of:
4 a. Contractor
5 b. Supplier
6 c. Manufacturer
7 5. Identification of the product, with the Specification Section number, page and
8 paragraph(s)
9 6. Field dimensions, clearly identified as such
10 7. Relation to adjacent or critical features of the Work or materials
11 8. Applicable standards, such as ASTM or Federal Specification numbers
12 9. Identification by highlighting of deviations from Contract Documents
13 10. Identification by highlighting of revisions on resubmittals
14 11. An 8-inch x 3-inch blank space for Contractor and City stamps
15 F. Shop Drawings
16 1. As specified in individual Work Sections includes, but is not necessarily limited to:
17 a. Custom-prepared data such as fabrication and erection/installation (working)
18 drawings
19 b. Scheduled information
20 c. Setting diagrams
21 d. Actual shopwork manufacturing instructions
22 e. Custom templates
23 f. Special wiring diagrams
24 g. Coordination drawings
25 h. Individual system or equipment inspection and test reports including:
26 1) Performance curves and certifications
27 i. As applicable to the Work
28 2. Details
29 a. Relation of the various parts to the main members and lines of the structure
30 b. Where correct fabrication of the Work depends upon field measurements
31 1) Provide such measurements and note on the drawings prior to submitting
32 for approval.
33 G. Product Data
34 1. For submittals of product data for products included on the City’s Standard Product
35 List, clearly identify each item selected for use on the Project.
36 2. For submittals of product data for products not included on the City’s Standard
37 Product List, submittal data may include, but is not necessarily limited to:
38 a. Standard prepared data for manufactured products (sometimes referred to as
39 catalog data)
40 1) Such as the manufacturer's product specification and installation
41 instructions
42 2) Availability of colors and patterns
43 3) Manufacturer's printed statements of compliances and applicability
44 4) Roughing-in diagrams and templates
45 5) Catalog cuts
46 6) Product photographs
01 33 00 - 4
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CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 7) Standard wiring diagrams
2 8) Printed performance curves and operational-range diagrams
3 9) Production or quality control inspection and test reports and certifications
4 10) Mill reports
5 11) Product operating and maintenance instructions and recommended
6 spare-parts listing and printed product warranties
7 12) As applicable to the Work
8 H. Samples
9 1. As specified in individual Sections, include, but are not necessarily limited to:
10 a. Physical examples of the Work such as:
11 1) Sections of manufactured or fabricated Work
12 2) Small cuts or containers of materials
13 3) Complete units of repetitively used products color/texture/pattern swatches
14 and range sets
15 4) Specimens for coordination of visual effect
16 5) Graphic symbols and units of Work to be used by the City for independent
17 inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 1. Fabrication performed, materials purchased or on-site construction accomplished
21 which does not conform to approved shop drawings and data is at the Contractor's
22 risk.
23 2. The City will not be liable for any expense or delay due to corrections or remedies
24 required to accomplish conformity.
25 3. Complete project Work, materials, fabrication, and installations in conformance
26 with approved shop drawings, applicable samples, and product data.
27 J. Submittal Distribution
28 1. Electronic Distribution
29 a. Confirm development of Project directory for electronic submittals to be
30 uploaded to City’s Buzzsaw site, or another external FTP site approved by the
31 City.
32 b. Shop Drawings
33 1) Upload submittal to designated project directory and notify appropriate
34 City representatives via email of submittal posting.
35 2) Hard Copies
36 a) 3 copies for all submittals
37 b) If Contractor requires more than 1 hard copy of Shop Drawings
38 returned, Contractor shall submit more than the number of copies listed
39 above.
40 c. Product Data
41 1) Upload submittal to designated project directory and notify appropriate
42 City representatives via email of submittal posting.
43 2) Hard Copies
44 a) 3 copies for all submittals
45 d. Samples
46 1) Distributed to the Project Representative
47 2. Hard Copy Distribution (if required in lieu of electronic distribution)
01 33 00 - 5
DAP SUBMITTALS
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CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 a. Shop Drawings
2 1) Distributed to the City
3 2) Copies
4 a) 8 copies for mechanical submittals
5 b) 7 copies for all other submittals
6 c) If Contractor requires more than 3 copies of Shop Drawings returned,
7 Contractor shall submit more than the number of copies listed above.
8 b. Product Data
9 1) Distributed to the City
10 2) Copies
11 a) 4 copies
12 c. Samples
13 1) Distributed to the Project Representative
14 2) Copies
15 a) Submit the number stated in the respective Specification Sections.
16 3. Distribute reproductions of approved shop drawings and copies of approved
17 product data and samples, where required, to the job site file and elsewhere as
18 directed by the City.
19 a. Provide number of copies as directed by the City but not exceeding the number
20 previously specified.
21 K. Submittal Review
22 1. The review of shop drawings, data and samples will be for general conformance
23 with the design concept and Contract Documents. This is not to be construed as:
24 a. Permitting any departure from the Contract requirements
25 b. Relieving the Contractor of responsibility for any errors, including details,
26 dimensions, and materials
27 c. Approving departures from details furnished by the City, except as otherwise
28 provided herein
29 2. The review and approval of shop drawings, samples or product data by the City
30 does not relieve the Contractor from his/her responsibility with regard to the
31 fulfillment of the terms of the Contract.
32 a. All risks of error and omission are assumed by the Contractor, and the City will
33 have no responsibility therefore.
34 3. The Contractor remains responsible for details and accuracy, for coordinating the
35 Work with all other associated work and trades, for selecting fabrication processes,
36 for techniques of assembly and for performing Work in a safe manner.
37 4. If the shop drawings, data or samples as submitted describe variations and show a
38 departure from the Contract requirements which City finds to be in the interest of
39 the City and to be so minor as not to involve a change in Contract Price or time for
40 performance, the City may return the reviewed drawings without noting an
41 exception.
42 5. Submittals will be returned to the Contractor under 1 of the following codes:
43 a. Code 1
44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
45 comments on the submittal.
46 a) When returned under this code the Contractor may release the
47 equipment and/or material for manufacture.
48 b. Code 2
01 33 00 - 6
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CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
2 the notations and comments IS NOT required by the Contractor.
3 a) The Contractor may release the equipment or material for manufacture;
4 however, all notations and comments must be incorporated into the
5 final product.
6 c. Code 3
7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
8 assigned when notations and comments are extensive enough to require a
9 resubmittal of the package.
10 a) The Contractor may release the equipment or material for manufacture;
11 however, all notations and comments must be incorporated into the
12 final product.
13 b) This resubmittal is to address all comments, omissions and
14 non-conforming items that were noted.
15 c) Resubmittal is to be received by the City within 15 Calendar Days of
16 the date of the City's transmittal requiring the resubmittal.
17 d. Code 4
18 1) "NOT APPROVED" is assigned when the submittal does not meet the
19 intent of the Contract Documents.
20 a) The Contractor must resubmit the entire package revised to bring the
21 submittal into conformance.
22 b) It may be necessary to resubmit using a different manufacturer/vendor
23 to meet the Contract Documents.
24 6. Resubmittals
25 a. Handled in the same manner as first submittals
26 1) Corrections other than requested by the City
27 2) Marked with revision triangle or other similar method
28 a) At Contractor’s risk if not marked
29 b. Submittals for each item will be reviewed no more than twice at the City’s
30 expense.
31 1) All subsequent reviews will be performed at times convenient to the City
32 and at the Contractor's expense, based on the City's or City
33 Representative’s then prevailing rates.
34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for
35 all such fees invoiced by the City.
36 c. The need for more than 1 resubmission or any other delay in obtaining City's
37 review of submittals, will not entitle the Contractor to an extension of Contract
38 Time.
39 7. Partial Submittals
40 a. City reserves the right to not review submittals deemed partial, at the City’s
41 discretion.
42 b. Submittals deemed by the City to be not complete will be returned to the
43 Contractor, and will be considered "Not Approved" until resubmitted.
44 c. The City may at its option provide a list or mark the submittal directing the
45 Contractor to the areas that are incomplete.
46 8. If the Contractor considers any correction indicated on the shop drawings to
47 constitute a change to the Contract Documents, then written notice must be
48 provided thereof to the Developer at least 7 Calendar Days prior to release for
49 manufacture.
01 33 00 - 7
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CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 9. When the shop drawings have been completed to the satisfaction of the City, the
2 Contractor may carry out the construction in accordance therewith and no further
3 changes therein except upon written instructions from the City.
4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
5 following receipt of submittal by the City.
6 L. Mock ups
7 1. Mock Up units as specified in individual Sections, include, but are not necessarily
8 limited to, complete units of the standard of acceptance for that type of Work to be
9 used on the Project. Remove at the completion of the Work or when directed.
10 M. Qualifications
11 1. If specifically required in other Sections of these Specifications, submit a P.E.
12 Certification for each item required.
13 N. Request for Information (RFI)
14 1. Contractor Request for additional information
15 a. Clarification or interpretation of the contract documents
16 b. When the Contractor believes there is a conflict between Contract Documents
17 c. When the Contractor believes there is a conflict between the Drawings and
18 Specifications
19 1) Identify the conflict and request clarification
20 2. Sufficient information shall be attached to permit a written response without further
21 information.
22
23
24
25
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
32 1.11 FIELD [SITE] CONDITIONS [NOT USED]
33 1.12 WARRANTY [NOT USED]
01 33 00 - 8
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 PART 2 - PRODUCTS [NOT USED]
2 PART 3 - EXECUTION [NOT USED]
3 END OF SECTION
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
DAP SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August, 30, 2013
1 SECTION 01 35 13
2 SPECIAL PROJECT PROCEDURES
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes, but is not limited to:
7 a. Coordination with the Texas Department of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Air Pollution Watch Days
11 e. Use of Explosives, Drop Weight, Etc.
12 f. Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad permits areas
16 j. Dust Control
17 k. Employee Parking
18
19 B. Deviations from this City of Fort Worth Standard Specification
20 1. None.
21 C. Related Specification Sections include, but are not necessarily limited to:
22 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
23 2. Division 1 – General Requirements
24 3. Section 33 12 25 – Connection to Existing Water Mains
25
26 1.2 REFERENCES
27 A. Reference Standards
28 1. Reference standards cited in this Specification refer to the current reference
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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
32 High Voltage Overhead Lines.
33 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction
34 Specification
35 1.3 ADMINISTRATIVE REQUIREMENTS
36 A. Coordination with the Texas Department of Transportation
37 1. When work in the right-of-way which is under the jurisdiction of the Texas
38 Department of Transportation (TxDOT):
39 a. Notify the Texas Department of Transportation prior to commencing any work
40 therein in accordance with the provisions of the permit
01 35 13 - 2
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CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August, 30, 2013
1 b. All work performed in the TxDOT right-of-way shall be performed in
2 compliance with and subject to approval from the Texas Department of
3 Transportation
4 B. Work near High Voltage Lines
5 1. Regulatory Requirements
6 a. All Work near High Voltage Lines (more than 600 volts measured between
7 conductors or between a conductor and the ground) shall be in accordance with
8 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
9 2. Warning sign
10 a. Provide sign of sufficient size meeting all OSHA requirements.
11 3. Equipment operating within 10 feet of high voltage lines will require the following
12 safety features
13 a. Insulating cage-type of guard about the boom or arm
14 b. Insulator links on the lift hook connections for back hoes or dippers
15 c. Equipment must meet the safety requirements as set forth by OSHA and the
16 safety requirements of the owner of the high voltage lines
17 4. Work within 6 feet of high voltage electric lines
18 a. Notification shall be given to:
19 1) The power company (example: ONCOR)
20 a) Maintain an accurate log of all such calls to power company and record
21 action taken in each case.
22 b. Coordination with power company
23 1) After notification coordinate with the power company to:
24 a) Erect temporary mechanical barriers, de-energize the lines, or raise or
25 lower the lines
26 c. No personnel may work within 6 feet of a high voltage line before the above
27 requirements have been met.
28 C. Confined Space Entry Program
29 1. Provide and follow approved Confined Space Entry Program in accordance with
30 OSHA requirements.
31 2. Confined Spaces include:
32 a. Manholes
33 b. All other confined spaces in accordance with OSHA’s Permit Required for
34 Confined Spaces
35 D. Use of Explosives, Drop Weight, Etc.
36 1. When Contract Documents permit on the project the following will apply:
37 a. Public Notification
38 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
39 prior to commencing.
40 2) Minimum 24 hour public notification in accordance with Section 01 31 13
41 E. Water Department Coordination
42 1. During the construction of this project, it will be necessary to deactivate, for a
43 period of time, existing lines. The Contractor shall be required to coordinate with
44 the Water Department to determine the best times for deactivating and activating
45 those lines.
01 35 13 - 3
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CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August, 30, 2013
1 2. Coordinate any event that will require connecting to or the operation of an existing
2 City water line system with the City’s representative.
3 a. Coordination shall be in accordance with Section 33 12 25.
4 b. If needed, obtain a hydrant water meter from the Water Department for use
5 during the life of named project.
6 c. In the event that a water valve on an existing live system be turned off and on
7 to accommodate the construction of the project is required, coordinate this
8 activity through the appropriate City representative.
9 1) Do not operate water line valves of existing water system.
10 a) Failure to comply will render the Contractor in violation of Texas Penal
11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
12 will be prosecuted to the full extent of the law.
13 b) In addition, the Contractor will assume all liabilities and
14 responsibilities as a result of these actions.
15 F. Public Notification Prior to Beginning Construction
16 1. Prior to beginning construction on any block in the project, on a block by block
17 basis, prepare and deliver a notice or flyer of the pending construction to the front
18 door of each residence or business that will be impacted by construction. The notice
19 shall be prepared as follows:
20 a. Post notice or flyer 7 days prior to beginning any construction activity on each
21 block in the project area.
22 1) Prepare flyer on the Contractor’s letterhead and include the following
23 information:
24 a) Name of Project
25 b) City Project No (CPN)
26 c) Scope of Project (i.e. type of construction activity)
27 d) Actual construction duration within the block
28 e) Name of the contractor’s foreman and phone number
29 f) Name of the City’s inspector and phone number
30 g) City’s after-hours phone number
31 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit
32 A.
33 3) Submit schedule showing the construction start and finish time for each
34 block of the project to the inspector.
35 4) Deliver flyer to the City Inspector for review prior to distribution.
36 b. No construction will be allowed to begin on any block until the flyer is
37 delivered to all residents of the block.
38 G. Public Notification of Temporary Water Service Interruption during Construction
39 1. In the event it becomes necessary to temporarily shut down water service to
40 residents or businesses during construction, prepare and deliver a notice or flyer of
41 the pending interruption to the front door of each affected resident.
42 2. Prepared notice as follows:
43 a. The notification or flyer shall be posted 24 hours prior to the temporary
44 interruption.
45 b. Prepare flyer on the contractor’s letterhead and include the following
46 information:
47 1) Name of the project
48 2) City Project Number
01 35 13 - 4
DAP SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August, 30, 2013
1 3) Date of the interruption of service
2 4) Period the interruption will take place
3 5) Name of the contractor’s foreman and phone number
4 6) Name of the City’s inspector and phone number
5 c. A sample of the temporary water service interruption notification is attached as
6 Exhibit B.
7 d. Deliver a copy of the temporary interruption notification to the City inspector
8 for review prior to being distributed.
9 e. No interruption of water service can occur until the flyer has been delivered to
10 all affected residents and businesses.
11 f. Electronic versions of the sample flyers can be obtained from the Project
12 Construction Inspector.
13 H. Coordination with United States Army Corps of Engineers (USACE)
14 1. At locations in the Project where construction activities occur in areas where
15 USACE permits are required, meet all requirements set forth in each designated
16 permit.
17 I. Coordination within Railroad Permit Areas
18 1. At locations in the project where construction activities occur in areas where
19 railroad permits are required, meet all requirements set forth in each designated
20 railroad permit. This includes, but is not limited to, provisions for:
21 a. Flagmen
22 b. Inspectors
23 c. Safety training
24 d. Additional insurance
25 e. Insurance certificates
26 f. Other employees required to protect the right-of-way and property of the
27 Railroad Company from damage arising out of and/or from the construction of
28 the project. Proper utility clearance procedures shall be used in accordance
29 with the permit guidelines.
30 2. Obtain any supplemental information needed to comply with the railroad’s
31 requirements.
32 J. Dust Control
33 1. Use acceptable measures to control dust at the Site.
34 a. If water is used to control dust, capture and properly dispose of waste water.
35 b. If wet saw cutting is performed, capture and properly dispose of slurry.
36 K. Employee Parking
37 1. Provide parking for employees at locations approved by the City.
38 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean
39 Construction Specification [if required for the project]
40 1. Comply with equipment, operational, reporting and enforcement requirements set
41 forth in NCTCOG’s Clean Construction Specification.}
01 35 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August, 30, 2013
1 1.4 SUBMITTALS [NOT USED]
2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.6 CLOSEOUT SUBMITTALS [NOT USED]
4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8 QUALITY ASSURANCE [NOT USED]
6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10 FIELD [SITE] CONDITIONS [NOT USED]
8 1.11 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
01 35 13 - 6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August, 30, 2013
1 EXHIBIT A
2 (To be printed on Contractor’s Letterhead)
3
4
5
6 Date:
7
8 CPN No.:
9 Project Name:
10 Mapsco Location:
11 Limits of Construction:
12
13
14
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
20
21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
26
27
28 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.>
29
30 OR
31
32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
01 35 13 - 7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August, 30, 2013
1 EXHIBIT B
2
3
4
01 45 23 - 1
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 SECTION 01 45 23
2 TESTING AND INSPECTION SERVICES
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Testing and inspection services procedures and coordination
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 – General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 a. Contractor is responsible for performing, coordinating, and payment of all
17 Quality Control testing.
18 b. City is responsible for performing and payment for first set of Quality
19 Assurance testing.
20 1) If the first Quality Assurance test performed by the City fails, the
21 Contractor is responsible for payment of subsequent Quality Assurance
22 testing until a passing test occurs.
23 a) Final acceptance will not be issued by City until all required payments
24 for testing by Contractor have been paid in full.
25 1.3 REFERENCES [NOT USED]
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Testing
28 1. Complete testing in accordance with the Contract Documents.
29 2. Coordination
30 a. When testing is required to be performed by the City, notify City, sufficiently
31 in advance, when testing is needed.
32 b. When testing is required to be completed by the Contractor, notify City,
33 sufficiently in advance, that testing will be performed.
34 3. Distribution of Testing Reports
35 a. Electronic Distribution
36 1) Confirm development of Project directory for electronic submittals to be
37 uploaded to City’s Buzzsaw site, or another form of distribution approved
38 by the City.
01 45 23 - 2
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised August 30, 2013
1 2) Upload test reports to designated project directory and notify appropriate
2 City representatives via email of submittal posting.
3 3) Hard Copies
4 a) 1 copy for all submittals submitted to the Project Representative
5 b. Hard Copy Distribution (if required in lieu of electronic distribution)
6 1) Tests performed by City
7 a) Distribute 1 hard copy to the Contractor
8 2) Tests performed by the Contractor
9 a) Distribute 3 hard copies to City’s Project Representative
10 4. Provide City’s Project Representative with trip tickets for each delivered load of
11 Concrete or Lime material including the following information:
12 a. Name of pit
13 b. Date of delivery
14 c. Material delivered
15 B. Inspection
16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to
17 perform work in accordance with the Contract Documents.
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS [NOT USED]
27 PART 3 - EXECUTION [NOT USED]
28 END OF SECTION
29
Revision Log
DATE NAME SUMMARY OF CHANGE
30
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised JULY 1, 2011
1 SECTION 01 50 00
2 TEMPORARY FACILITIES AND CONTROLS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including, but not
7 necessarily limited to:
8 a. Temporary utilities
9 b. Sanitary facilities
10 c. Storage Sheds and Buildings
11 d. Dust control
12 e. Temporary fencing of the construction site
13 B. Deviations from this City of Fort Worth Standard Specification
14 1. None.
15 C. Related Specification Sections include, but are not necessarily limited to:
16 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
17 2. Division 1 – General Requirements
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Work associated with this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Temporary Utilities
25 1. Obtaining Temporary Service
26 a. Make arrangements with utility service companies for temporary services.
27 b. Abide by rules and regulations of utility service companies or authorities
28 having jurisdiction.
29 c. Be responsible for utility service costs until Work is approved for Final
30 Acceptance.
31 1) Included are fuel, power, light, heat and other utility services necessary for
32 execution, completion, testing and initial operation of Work.
33 2. Water
34 a. Contractor to provide water required for and in connection with Work to be
35 performed and for specified tests of piping, equipment, devices or other use as
36 required for the completion of the Work.
37 b. Provide and maintain adequate supply of potable water for domestic
38 consumption by Contractor personnel and City’s Project Representatives.
39 c. Coordination
40 1) Contact City 1 week before water for construction is desired
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised JULY 1, 2011
1 d. Contractor Payment for Construction Water
2 1) Obtain construction water meter from City for payment as billed by City’s
3 established rates.
4 3. Electricity and Lighting
5 a. Provide and pay for electric powered service as required for Work, including
6 testing of Work.
7 1) Provide power for lighting, operation of equipment, or other use.
8 b. Electric power service includes temporary power service or generator to
9 maintain operations during scheduled shutdown.
10 4. Telephone
11 a. Provide emergency telephone service at Site for use by Contractor personnel
12 and others performing work or furnishing services at Site.
13 5. Temporary Heat and Ventilation
14 a. Provide temporary heat as necessary for protection or completion of Work.
15 b. Provide temporary heat and ventilation to assure safe working conditions.
16 B. Sanitary Facilities
17 1. Provide and maintain sanitary facilities for persons on Site.
18 a. Comply with regulations of State and local departments of health.
19 2. Enforce use of sanitary facilities by construction personnel at job site.
20 a. Enclose and anchor sanitary facilities.
21 b. No discharge will be allowed from these facilities.
22 c. Collect and store sewage and waste so as not to cause nuisance or health
23 problem.
24 d. Haul sewage and waste off-site at no less than weekly intervals and properly
25 dispose in accordance with applicable regulation.
26 3. Locate facilities near Work Site and keep clean and maintained throughout Project.
27 4. Remove facilities at completion of Project
28 C. Storage Sheds and Buildings
29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
30 above ground level for materials and equipment susceptible to weather damage.
31 2. Storage of materials not susceptible to weather damage may be on blocks off
32 ground.
33 3. Store materials in a neat and orderly manner.
34 a. Place materials and equipment to permit easy access for identification,
35 inspection and inventory.
36 4. Equip building with lockable doors and lighting, and provide electrical service for
37 equipment space heaters and heating or ventilation as necessary to provide storage
38 environments acceptable to specified manufacturers.
39 5. Fill and grade site for temporary structures to provide drainage away from
40 temporary and existing buildings.
41 6. Remove building from site prior to Final Acceptance.
42 D. Temporary Fencing
43 1. Provide and maintain for the duration or construction when required in contract
44 documents
45 E. Dust Control
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised JULY 1, 2011
1 1. Contractor is responsible for maintaining dust control through the duration of the
2 project.
3 a. Contractor remains on-call at all times
4 b. Must respond in a timely manner
5 F. Temporary Protection of Construction
6 1. Contractor or subcontractors are responsible for protecting Work from damage due
7 to weather.
8 1.5 SUBMITTALS [NOT USED]
9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE [NOT USED]
13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
14 1.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.12 WARRANTY [NOT USED]
16 PART 2 - PRODUCTS [NOT USED]
17 PART 3 - EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIR] / [RESTORATION]
25 3.6 RE-INSTALLATION
26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
27 3.8 SYSTEM STARTUP [NOT USED]
28 3.9 ADJUSTING [NOT USED]
29 3.10 CLEANING [NOT USED]
30 3.11 CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised JULY 1, 2011
1 1. Remove all temporary facilities and restore area after completion of the Work, to a
2 condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised July 1, 2011
1 SECTION 01 55 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1 – General Requirements
15 3. Section 34 71 13 – Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. When traffic control plans are included in the Drawings, provide Traffic
30 Control in accordance with Drawings and Section 34 71 13.
31 b. When traffic control plans are not included in the Drawings, prepare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow minimum 10 working days for review of proposed Traffic Control.
35 B. Street Use Permit
36 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
37 a. To obtain Street Use Permit, submit Traffic Control Plans to City
38 Transportation and Public Works Department.
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised July 1, 2011
1 1) Allow a minimum of 5 working days for permit review.
2 2) Contractor’s responsibility to coordinate review of Traffic Control plans for
3 Street Use Permit, such that construction is not delayed.
4 C. Modification to Approved Traffic Control
5 1. Prior to installation traffic control:
6 a. Submit revised traffic control plans to City Department Transportation and
7 Public Works Department.
8 1) Revise Traffic Control plans in accordance with Section 34 71 13.
9 2) Allow minimum 5 working days for review of revised Traffic Control.
10 3) It is the Contractor’s responsibility to coordinate review of Traffic Control
11 plans for Street Use Permit, such that construction is not delayed.
12 D. Removal of Street Sign
13 1. If it is determined that a street sign must be removed for construction, then contact
14 City Transportation and Public Works Department, Signs and Markings Division to
15 remove the sign.
16 E. Temporary Signage
17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
19 Devices (MUTCD).
20 2. Install temporary sign before the removal of permanent sign.
21 3. When construction is complete, to the extent that the permanent sign can be
22 reinstalled, contact the City Transportation and Public Works Department, Signs
23 and Markings Division, to reinstall the permanent sign.
24 F. Traffic Control Standards
25 1. Traffic Control Standards can be found on the City’s Buzzsaw website.
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
32 1.11 FIELD [SITE] CONDITIONS [NOT USED]
33 1.12 WARRANTY [NOT USED]
34 PART 2 - PRODUCTS [NOT USED]
35 PART 3 - EXECUTION [NOT USED]
36 END OF SECTION
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised July 1, 2011
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH WESTSDIE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised July 1, 2011
1 SECTION 01 57 13
2 STORM WATER POLLUTION PREVENTION
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Procedures for Storm Water Pollution Prevention Plans
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
11 Contract
12 2. Division 1 – General Requirements
13 3. Section 31 25 00 – Erosion and Sediment Control
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Construction Activities resulting in less than 1 acre of disturbance
17 a. Work associated with this Item is considered subsidiary to the various Items
18 bid. No separate payment will be allowed for this Item.
19 2. Construction Activities resulting in greater than 1 acre of disturbance
20 a. Measurement and Payment shall be in accordance with Section 31 25 00.
21 1.3 REFERENCES
22 A. Abbreviations and Acronyms
23 1. Notice of Intent: NOI
24 2. Notice of Termination: NOT
25 3. Storm Water Pollution Prevention Plan: SWPPP
26 4. Texas Commission on Environmental Quality: TCEQ
27 5. Notice of Change: NOC
28 A. Reference Standards
29 1. Reference standards cited in this Specification refer to the current reference
30 standard published at the time of the latest revision date logged at the end of this
31 Specification, unless a date is specifically cited.
32 2. Integrated Storm Management (iSWM) Technical Manual for Construction
33 Controls
34 1.4 ADMINISTRATIVE REQUIREMENTS
35 A. General
36 1. Contractor is responsible for resolution and payment of any fines issued associated
37 with compliance to Stormwater Pollution Prevention Plan.
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH WESTSDIE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised July 1, 2011
1 B. Construction Activities resulting in:
2 1. Less than 1 acre of disturbance
3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and
4 Drawings.
5 2. 1 to less than 5 acres of disturbance
6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
7 Permit is required
8 b. Complete SWPPP in accordance with TCEQ requirements
9 1) TCEQ Small Construction Site Notice Required under general permit
10 TXR150000
11 a) Sign and post at job site
12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of
13 Transportation and Public Works, Environmental Division, (817) 392-
14 6088.
15 2) Provide erosion and sediment control in accordance with:
16 a) Section 31 25 00
17 b) The Drawings
18 c) TXR150000 General Permit
19 d) SWPPP
20 e) TCEQ requirements
21 3. 5 acres or more of Disturbance
22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
23 Permit is required
24 b. Complete SWPPP in accordance with TCEQ requirements
25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
26 a) Sign and post at job site
27 b) Send copy to City Department of Transportation and Public Works,
28 Environmental Division, (817) 392-6088.
29 2) TCEQ Notice of Change required if making changes or updates to NOI
30 3) Provide erosion and sediment control in accordance with:
31 a) Section 31 25 00
32 b) The Drawings
33 c) TXR150000 General Permit
34 d) SWPPP
35 e) TCEQ requirements
36 4) Once the project has been completed and all the closeout requirements of
37 TCEQ have been met a TCEQ Notice of Termination can be submitted.
38 a) Send copy to City Department of Transportation and Public Works,
39 Environmental Division, (817) 392-6088.
40 1.5 SUBMITTALS
41 A. SWPPP
42 1. Submit in accordance with Section 01 33 00, except as stated herein.
43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
44 as follows:
45 1) 1 copy to the City Project Manager
46 a) City Project Manager will forward to the City Department of
47 Transportation and Public Works, Environmental Division for review
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH WESTSDIE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised July 1, 2011
1 B. Modified SWPPP
2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Section 01 33 00.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2 - PRODUCTS [NOT USED]
12 PART 3 - EXECUTION [NOT USED]
13 END OF SECTION
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
01 58 13 - 1
DAP TEMPORARY PROJECT SIGNAGE
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 58 13
TEMPORARY PROJECT SIGNAGE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Temporary Project Signage Requirements
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Design Criteria
1. Provide free standing Project Designation Sign in accordance with City’s Standard
Details for project signs.
01 58 13 - 2
DAP TEMPORARY PROJECT SIGNAGE
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
B. Materials
1. Sign
a. Constructed of ¾-inch fir plywood, grade A-C (exterior) or better
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. General
1. Provide vertical installation at extents of project.
2. Relocate sign as needed, upon request of the City.
B. Mounting options
a. Skids
b. Posts
c. Barricade
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. General
1. Maintenance will include painting and repairs as needed or directed by the City.
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
01 58 13 - 3
DAP TEMPORARY PROJECT SIGNAGE
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M. Domenech Revised for DAP application
01 60 00 - 1
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 SECTION 01 60 00
2 PRODUCT REQUIREMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. References for Product Requirements and City Standard Products List
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 – General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
13 1.3 REFERENCES [NOT USED]
14 1.4 ADMINISTRATIVE REQUIREMENTS
15 A. A list of City approved products for use is located on Buzzsaw as follows:
16 1. Resources\02 - Construction Documents\Standard Products List
17 B. Only products specifically included on City’s Standard Product List in these Contract
18 Documents shall be allowed for use on the Project.
19 1. Any subsequently approved products will only be allowed for use upon specific
20 approval by the City.
21 C. Any specific product requirements in the Contract Documents supersede similar
22 products included on the City’s Standard Product List.
23 1. The City reserves the right to not allow products to be used for certain projects even
24 though the product is listed on the City’s Standard Product List.
25 D. Although a specific product is included on City’s Standard Product List, not all
26 products from that manufacturer are approved for use, including but not limited to, that
27 manufacturer’s standard product.
28 E. See Section 01 33 00 for submittal requirements of Product Data included on City’s
29 Standard Product List.
30 1.5 SUBMITTALS [NOT USED]
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
32 1.7 CLOSEOUT SUBMITTALS [NOT USED]
33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
34 1.9 QUALITY ASSURANCE [NOT USED]
01 60 00 - 2
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2 - PRODUCTS [NOT USED]
5 PART 3 - EXECUTION [NOT USED]
6 END OF SECTION
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 WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 SECTION 01 66 00
2 PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Scheduling of product delivery
7 2. Packaging of products for delivery
8 3. Protection of products against damage from:
9 a. Handling
10 b. Exposure to elements or harsh environments
11 B. Deviations from this City of Fort Worth Standard Specification
12 1. None.
13 C. Related Specification Sections include, but are not necessarily limited to:
14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
15 2. Division 1 – General Requirements
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES [NOT USED]
21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
22 1.5 SUBMITTALS [NOT USED]
23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
24 1.7 CLOSEOUT SUBMITTALS [NOT USED]
25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
26 1.9 QUALITY ASSURANCE [NOT USED]
27 1.10 DELIVERY AND HANDLING
28 A. Delivery Requirements
29 1. Schedule delivery of products or equipment as required to allow timely installation
30 and to avoid prolonged storage.
31 2. Provide appropriate personnel and equipment to receive deliveries.
32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site
33 for personnel or equipment to receive the delivery.
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other
2 containers designed and constructed to protect the contents from physical or
3 environmental damage.
4 5. Clearly and fully mark and identify as to manufacturer, item and installation
5 location.
6 6. Provide manufacturer's instructions for storage and handling.
7 B. Handling Requirements
8 1. Handle products or equipment in accordance with these Contract Documents and
9 manufacturer’s recommendations and instructions.
10 C. Storage Requirements
11 1. Store materials in accordance with manufacturer’s recommendations and
12 requirements of these Specifications.
13 2. Make necessary provisions for safe storage of materials and equipment.
14 a. Place loose soil materials and materials to be incorporated into Work to prevent
15 damage to any part of Work or existing facilities and to maintain free access at
16 all times to all parts of Work and to utility service company installations in
17 vicinity of Work.
18 3. Keep materials and equipment neatly and compactly stored in locations that will
19 cause minimum inconvenience to other contractors, public travel, adjoining owners,
20 tenants and occupants.
21 a. Arrange storage to provide easy access for inspection.
22 4. Restrict storage to areas available on construction site for storage of material and
23 equipment as shown on Drawings, or approved by City’s Project Representative.
24 5. Provide off-site storage and protection when on-site storage is not adequate.
25 a. Provide addresses of and access to off-site storage locations for inspection by
26 City’s Project Representative.
27 6. Do not use lawns, grass plots or other private property for storage purposes without
28 written permission of owner or other person in possession or control of premises.
29 7. Store in manufacturers’ unopened containers.
30 8. Neatly, safely and compactly stack materials delivered and stored along line of
31 Work to avoid inconvenience and damage to property owners and general public
32 and maintain at least 3 feet from fire hydrant.
33 9. Keep public and private driveways and street crossings open.
34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
35 satisfaction of City’s Project Representative.
36 a. Total length which materials may be distributed along route of construction at
37 one time is 1,000 linear feet, unless otherwise approved in writing by City’s
38 Project Representative.
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 ERECTION [NOT USED]
9 3.5 REPAIR / RESTORATION [NOT USED]
10 3.6 RE-INSTALLATION [NOT USED]
11 3.7 FIELD [OR] SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior to unloading.
14 B. Non-Conforming Work
15 1. Reject all products or equipment that are damaged, used or in any other way
16 unsatisfactory for use on the project.
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION
22 A. Protect all products or equipment in accordance with manufacturer's written directions.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by
26 the manufacturer.
27 3.13 MAINTENANCE [NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
30
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
1
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 SECTION 01 70 00
2 MOBILIZATION AND REMOBILIZATION
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Mobilization and Demobilization
7 a. Mobilization
8 1) Transportation of Contractor’s personnel, equipment, and operating supplies
9 to the Site
10 2) Establishment of necessary general facilities for the Contractor’s operation
11 at the Site
12 3) Premiums paid for performance and payment bonds
13 4) Transportation of Contractor’s personnel, equipment, and operating supplies
14 to another location within the designated Site
15 5) Relocation of necessary general facilities for the Contractor’s operation
16 from 1 location to another location on the Site.
17 b. Demobilization
18 1) Transportation of Contractor’s personnel, equipment, and operating supplies
19 away from the Site including disassembly
20 2) Site Clean-up
21 3) Removal of all buildings and/or other facilities assembled at the Site for this
22 Contract
23 c. Mobilization and Demobilization do not include activities for specific items of
24 work that are for which payment is provided elsewhere in the contract.
25 2. Remobilization
26 a. Remobilization for Suspension of Work specifically required in the Contract
27 Documents or as required by City includes:
28 1) Demobilization
29 a) Transportation of Contractor’s personnel, equipment, and operating
30 supplies from the Site including disassembly or temporarily securing
31 equipment, supplies, and other facilities as designated by the Contract
32 Documents necessary to suspend the Work.
33 b) Site Clean-up as designated in the Contract Documents
34 2) Remobilization
35 a) Transportation of Contractor’s personnel, equipment, and operating
36 supplies to the Site necessary to resume the Work.
37 b) Establishment of necessary general facilities for the Contractor’s
38 operation at the Site necessary to resume the Work.
39 3) No Payments will be made for:
40 a) Mobilization and Demobilization from one location to another on the
41 Site in the normal progress of performing the Work.
42 b) Stand-by or idle time
43 c) Lost profits
44 3. Mobilizations and Demobilization for Miscellaneous Projects
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 a. Mobilization and Demobilization
2 1) Mobilization shall consist of the activities and cost on a Work Order basis
3 necessary for:
4 a) Transportation of Contractor’s personnel, equipment, and operating
5 supplies to the Site for the issued Work Order.
6 b) Establishment of necessary general facilities for the Contractor’s
7 operation at the Site for the issued Work Order
8 2) Demobilization shall consist of the activities and cost necessary for:
9 a) Transportation of Contractor’s personnel, equipment, and operating
10 supplies from the Site including disassembly for each issued Work
11 Order
12 b) Site Clean-up for each issued Work Order
13 c) Removal of all buildings or other facilities assembled at the Site for
14 each Work Oder
15 b. Mobilization and Demobilization do not include activities for specific items of
16 work for which payment is provided elsewhere in the contract.
17 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
18 a. A Mobilization for Miscellaneous Projects when directed by the City and the
19 mobilization occurs within 24 hours of the issuance of the Work Order.
20 B. Deviations from this City of Fort Worth Standard Specification
21 1. None.
22 C. Related Specification Sections include, but are not necessarily limited to:
23 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
24 2. Division 1 – General Requirements
25 1.2 PRICE AND PAYMENT PROCEDURES
26 A. Measurement and Payment
27 1. Mobilization and Demobilization
28 a. Measure
29 1) This Item is considered subsidiary to the various Items bid.
30 b. Payment
31 1) The work performed and materials furnished in accordance with this Item
32 are subsidiary to the various Items bid and no other compensation will be
33 allowed.
34 2. Remobilization for suspension of Work as specifically required in the Contract
35 Documents
36 a. Measurement
37 1) Measurement for this Item shall be per each remobilization performed.
38 b. Payment
39 1) The work performed and materials furnished in accordance with this Item
40 and measured as provided under “Measurement” will be paid for at the unit
41 price per each “Specified Remobilization” in accordance with Contract
42 Documents.
43 c. The price shall include:
44 1) Demobilization as described in Section 1.1.A.2.a.1)
45 2) Remobilization as described in Section 1.1.A.2.a.2)
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 d. No payments will be made for standby, idle time, or lost profits associated this
2 Item.
3 3. Remobilization for suspension of Work as required by City
4 a. Measurement and Payment
5 1) This shall be submitted as a Contract Claim in accordance with Article 10
6 of Section 00 72 00.
7 2) No payments will be made for standby, idle time, or lost profits associated
8 with this Item.
9 4. Mobilizations and Demobilizations for Miscellaneous Projects
10 a. Measurement
11 1) Measurement for this Item shall be for each Mobilization and
12 Demobilization required by the Contract Documents
13 b. Payment
14 1) The Work performed and materials furnished in accordance with this Item
15 and measured as provided under “Measurement” will be paid for at the unit
16 price per each “Work Order Mobilization” in accordance with Contract
17 Documents. Demobilization shall be considered subsidiary to mobilization
18 and shall not be paid for separately.
19 c. The price shall include:
20 1) Mobilization as described in Section 1.1.A.3.a.1)
21 2) Demobilization as described in Section 1.1.A.3.a.2)
22 d. No payments will be made for standby, idle time, or lost profits associated this
23 Item.
24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
25 a. Measurement
26 1) Measurement for this Item shall be for each Mobilization and
27 Demobilization required by the Contract Documents
28 b. Payment
29 1) The Work performed and materials furnished in accordance with this Item
30 and measured as provided under “Measurement” will be paid for at the unit
31 price per each “Work Order Emergency Mobilization” in accordance with
32 Contract Documents. Demobilization shall be considered subsidiary to
33 mobilization and shall not be paid for separately.
34 c. The price shall include
35 1) Mobilization as described in Section 1.1.A.4.a)
36 2) Demobilization as described in Section 1.1.A.3.a.2)
37 d. No payments will be made for standby, idle time, or lost profits associated this
38 Item.
39 1.3 REFERENCES [NOT USED]
40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
41 1.5 SUBMITTALS [NOT USED]
42 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
43 1.7 CLOSEOUT SUBMITTALS [NOT USED]
44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 1.9 QUALITY ASSURANCE [NOT USED]
2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
3 1.11 FIELD [SITE] CONDITIONS [NOT USED]
4 1.12 WARRANTY [NOT USED]
5 PART 2 - PRODUCTS [NOT USED]
6 PART 3 - EXECUTION [NOT USED]
7 END OF SECTION
8
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
9
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 SECTION 01 74 23
2 CLEANING
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 – General Requirements
13 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 1. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
24 inspection.
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 STORAGE, AND HANDLING
31 A. Storage and Handling Requirements
32 1. Store cleaning products and cleaning wastes in containers specifically designed for
33 those materials.
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14 3.1 INSTALLERS [NOT USED]
15 3.2 EXAMINATION [NOT USED]
16 3.3 PREPARATION [NOT USED]
17 3.4 APPLICATION [NOT USED]
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING
24 A. General
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
01 74 23 - 3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 6. Handle materials in a controlled manner with as few handlings as possible.
2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
3 this project.
4 8. Remove all signs of temporary construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
7 have the cleaning completed at the expense of the Contractor.
8 10. Do not burn on-site.
9 B. Intermediate Cleaning during Construction
10 1. Keep Work areas clean so as not to hinder health, safety or convenience of
11 personnel in existing facility operations.
12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
13 3. Confine construction debris daily in strategically located container(s):
14 a. Cover to prevent blowing by wind
15 b. Store debris away from construction or operational activities
16 c. Haul from site at a minimum of once per week
17 4. Vacuum clean interior areas when ready to receive finish painting.
18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20 may become airborne or transported by flowing water during the storm.
21 C. Exterior (Site or Right of Way) Final Cleaning
22 1. Remove trash and debris containers from site.
23 a. Re-seed areas disturbed by location of trash and debris containers in accordance
24 with Section 32 92 13.
25 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
26 that may hinder or disrupt the flow of traffic along the roadway.
27 3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
28 junction boxes and inlets.
29 4. If no longer required for maintenance of erosion facilities, and upon approval by
30 City, remove erosion control from site.
31 5. Clean signs, lights, signals, etc.
32 3.11 CLOSEOUT ACTIVITIES [NOT USED]
33 3.12 PROTECTION [NOT USED]
34 3.13 MAINTENANCE [NOT USED]
35 3.14 ATTACHMENTS [NOT USED]
36
37
38
39
40
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 END OF SECTION
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 WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 SECTION 01 77 19
2 CLOSEOUT REQUIREMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 – General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Guarantees, Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit all required documentation to City’s Project Representative.
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section 01 78 39
11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 01 74 23.
14 C. Final Inspection
15 1. After final cleaning, provide notice to the City Project Representative that the Work
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection, the City will notify the Contractor, in
19 writing within 10 business days, of any particulars in which this inspection
20 reveals that the Work is defective or incomplete.
21 2. Upon receiving written notice from the City, immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 City.
24 3. Upon completion of Work associated with the items listed in the City's written
25 notice, inform the City, that the required Work has been completed. Upon receipt
26 of this notice, the City, in the presence of the Contractor, will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment in full
29 operation. These special accessory items include, but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f. Vault keys
36 g. Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
39 D. Notice of Project Completion
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 1. Once the City Project Representative finds the Work subsequent to Final Inspection
2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
3 E. Supporting Documentation
4 1. Coordinate with the City Project Representative to complete the following
5 additional forms:
6 a. Final Payment Request
7 b. Statement of Contract Time
8 c. Affidavit of Payment and Release of Liens
9 d. Consent of Surety to Final Payment
10 e. Pipe Report (if required)
11 f. Contractor’s Evaluation of City
12 g. Performance Evaluation of Contractor
13 F. Letter of Final Acceptance
14 1. Upon review and acceptance of Notice of Project Completion and Supporting
15 Documentation, in accordance with General Conditions, City will issue Letter of
16 Final Acceptance and release the Final Payment Request for payment.
17 3.5 REPAIR / RESTORATION [NOT USED]
18 3.6 RE-INSTALLATION [NOT USED]
19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
20 3.8 SYSTEM STARTUP [NOT USED]
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING [NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27 END OF SECTION
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 WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 SECTION 01 78 23
2 OPERATION AND MAINTENANCE DATA
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Product data and related information appropriate for City's maintenance and
7 operation of products furnished under Contract
8 2. Such products may include, but are not limited to:
9 a. Traffic Controllers
10 b. Irrigation Controllers (to be operated by the City)
11 c. Butterfly Valves
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 – General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Schedule
24 1. Submit manuals in final form to the City within 30 calendar days of product
25 shipment to the project site.
26 1.5 SUBMITTALS
27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
28 approved by the City prior to delivery.
29 1.6 INFORMATIONAL SUBMITTALS
30 A. Submittal Form
31 1. Prepare data in form of an instructional manual for use by City personnel.
32 2. Format
33 a. Size: 8 ½ inches x 11 inches
34 b. Paper
35 1) 40 pound minimum, white, for typed pages
36 2) Holes reinforced with plastic, cloth or metal
37 c. Text: Manufacturer’s printed data, or neatly typewritten
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 d. Drawings
2 1) Provide reinforced punched binder tab, bind in with text
3 2) Reduce larger drawings and fold to size of text pages.
4 e. Provide fly-leaf for each separate product, or each piece of operating
5 equipment.
6 1) Provide typed description of product, and major component parts of
7 equipment.
8 2) Provide indexed tabs.
9 f. Cover
10 1) Identify each volume with typed or printed title "OPERATING AND
11 MAINTENANCE INSTRUCTIONS".
12 2) List:
13 a) Title of Project
14 b) Identity of separate structure as applicable
15 c) Identity of general subject matter covered in the manual
16 3. Binders
17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers
18 b. When multiple binders are used, correlate the data into related consistent
19 groupings.
20 4. If available, provide an electronic form of the O&M Manual.
21 B. Manual Content
22 1. Neatly typewritten table of contents for each volume, arranged in systematic order
23 a. Contractor, name of responsible principal, address and telephone number
24 b. A list of each product required to be included, indexed to content of the volume
25 c. List, with each product:
26 1) The name, address and telephone number of the subcontractor or installer
27 2) A list of each product required to be included, indexed to content of the
28 volume
29 3) Identify area of responsibility of each
30 4) Local source of supply for parts and replacement
31 d. Identify each product by product name and other identifying symbols as set
32 forth in Contract Documents.
33 2. Product Data
34 a. Include only those sheets which are pertinent to the specific product.
35 b. Annotate each sheet to:
36 1) Clearly identify specific product or part installed
37 2) Clearly identify data applicable to installation
38 3) Delete references to inapplicable information
39 3. Drawings
40 a. Supplement product data with drawings as necessary to clearly illustrate:
41 1) Relations of component parts of equipment and systems
42 2) Control and flow diagrams
43 b. Coordinate drawings with information in Project Record Documents to assure
44 correct illustration of completed installation.
45 c. Do not use Project Record Drawings as maintenance drawings.
46 4. Written text, as required to supplement product data for the particular installation:
47 a. Organize in consistent format under separate headings for different procedures.
48 b. Provide logical sequence of instructions of each procedure.
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 5. Copy of each warranty, bond and service contract issued
2 a. Provide information sheet for City personnel giving:
3 1) Proper procedures in event of failure
4 2) Instances which might affect validity of warranties or bonds
5 C. Manual for Materials and Finishes
6 1. Submit 5 copies of complete manual in final form.
7 2. Content, for architectural products, applied materials and finishes:
8 a. Manufacturer's data, giving full information on products
9 1) Catalog number, size, composition
10 2) Color and texture designations
11 3) Information required for reordering special manufactured products
12 b. Instructions for care and maintenance
13 1) Manufacturer's recommendation for types of cleaning agents and methods
14 2) Cautions against cleaning agents and methods which are detrimental to
15 product
16 3) Recommended schedule for cleaning and maintenance
17 3. Content, for moisture protection and weather exposure products:
18 a. Manufacturer's data, giving full information on products
19 1) Applicable standards
20 2) Chemical composition
21 3) Details of installation
22 b. Instructions for inspection, maintenance and repair
23 D. Manual for Equipment and Systems
24 1. Submit 5 copies of complete manual in final form.
25 2. Content, for each unit of equipment and system, as appropriate:
26 a. Description of unit and component parts
27 1) Function, normal operating characteristics and limiting conditions
28 2) Performance curves, engineering data and tests
29 3) Complete nomenclature and commercial number of replaceable parts
30 b. Operating procedures
31 1) Start-up, break-in, routine and normal operating instructions
32 2) Regulation, control, stopping, shut-down and emergency instructions
33 3) Summer and winter operating instructions
34 4) Special operating instructions
35 c. Maintenance procedures
36 1) Routine operations
37 2) Guide to "trouble shooting"
38 3) Disassembly, repair and reassembly
39 4) Alignment, adjusting and checking
40 d. Servicing and lubrication schedule
41 1) List of lubricants required
42 e. Manufacturer's printed operating and maintenance instructions
43 f. Description of sequence of operation by control manufacturer
44 1) Predicted life of parts subject to wear
45 2) Items recommended to be stocked as spare parts
46 g. As installed control diagrams by controls manufacturer
47 h. Each contractor's coordination drawings
48 1) As installed color coded piping diagrams
01 78 23 - 4
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Page 4 of 5
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 i. Charts of valve tag numbers, with location and function of each valve
2 j. List of original manufacturer's spare parts, manufacturer's current prices, and
3 recommended quantities to be maintained in storage
4 k. Other data as required under pertinent Sections of Specifications
5 3. Content, for each electric and electronic system, as appropriate:
6 a. Description of system and component parts
7 1) Function, normal operating characteristics, and limiting conditions
8 2) Performance curves, engineering data and tests
9 3) Complete nomenclature and commercial number of replaceable parts
10 b. Circuit directories of panelboards
11 1) Electrical service
12 2) Controls
13 3) Communications
14 c. As installed color coded wiring diagrams
15 d. Operating procedures
16 1) Routine and normal operating instructions
17 2) Sequences required
18 3) Special operating instructions
19 e. Maintenance procedures
20 1) Routine operations
21 2) Guide to "trouble shooting"
22 3) Disassembly, repair and reassembly
23 4) Adjustment and checking
24 f. Manufacturer's printed operating and maintenance instructions
25 g. List of original manufacturer's spare parts, manufacturer's current prices, and
26 recommended quantities to be maintained in storage
27 h. Other data as required under pertinent Sections of Specifications
28 4. Prepare and include additional data when the need for such data becomes apparent
29 during instruction of City's personnel.
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
32 1.9 QUALITY ASSURANCE
33 A. Provide operation and maintenance data by personnel with the following criteria:
34 1. Trained and experienced in maintenance and operation of described products
35 2. Skilled as technical writer to the extent required to communicate essential data
36 3. Skilled as draftsman competent to prepare required drawings
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2 - PRODUCTS [NOT USED]
5 PART 3 - EXECUTION [NOT USED]
6 END OF SECTION
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 WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 SECTION 01 78 39
2 PROJECT RECORD DOCUMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Work associated with the documenting the project and recording changes to project
7 documents, including:
8 a. Record Drawings
9 b. Water Meter Service Reports
10 c. Sanitary Sewer Service Reports
11 d. Large Water Meter Reports
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 – General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
25 City’s Project Representative.
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
30 A. Accuracy of Records
31 1. Thoroughly coordinate changes within the Record Documents, making adequate
32 and proper entries on each page of Specifications and each sheet of Drawings and
33 other Documents where such entry is required to show the change properly.
34 2. Accuracy of records shall be such that future search for items shown in the Contract
35 Documents may rely reasonably on information obtained from the approved Project
36 Record Documents.
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of
2 information that the change has occurred.
3 4. Provide factual information regarding all aspects of the Work, both concealed and
4 visible, to enable future modification of the Work to proceed without lengthy and
5 expensive site measurement, investigation and examination.
6 1.10 STORAGE AND HANDLING
7 A. Storage and Handling Requirements
8 1. Maintain the job set of Record Documents completely protected from deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data, use means necessary to again secure the data
12 to the City's approval.
13 a. In such case, provide replacements to the standards originally required by the
14 Contract Documents.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
19 2.2 RECORD DOCUMENTS
20 A. Job set
21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
22 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
23 B. Final Record Documents
24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide
25 the City 1 complete set of all Final Record Drawings in the Contract.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION [NOT USED]
31 3.3 PREPARATION [NOT USED]
32 3.4 MAINTENANCE DOCUMENTS
33 A. Maintenance of Job Set
34 1. Immediately upon receipt of the job set, identify each of the Documents with the
35 title, "RECORD DOCUMENTS - JOB SET".
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 2. Preservation
2 a. Considering the Contract completion time, the probable number of occasions
3 upon which the job set must be taken out for new entries and for examination,
4 and the conditions under which these activities will be performed, devise a
5 suitable method for protecting the job set.
6 b. Do not use the job set for any purpose except entry of new data and for review
7 by the City, until start of transfer of data to final Project Record Documents.
8 c. Maintain the job set at the site of work.
9 3. Coordination with Construction Survey
10 a. At a minimum clearly mark any deviations from Contract Documents
11 associated with installation of the infrastructure.
12 4. Making entries on Drawings
13 a. Record any deviations from Contract Documents.
14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
15 change by graphic line and note as required.
16 c. Date all entries.
17 d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
18 e. In the event of overlapping changes, use different colors for the overlapping
19 changes.
20 5. Conversion of schematic layouts
21 a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
22 ducts, and similar items, are shown schematically and are not intended to
23 portray precise physical layout.
24 1) Final physical arrangement is determined by the Contractor, subject to the
25 City's approval.
26 2) However, design of future modifications of the facility may require
27 accurate information as to the final physical layout of items which are
28 shown only schematically on the Drawings.
29 b. Show on the job set of Record Drawings, by dimension accurate to within 1
30 inch, the centerline of each run of items.
31 1) Final physical arrangement is determined by the Contractor, subject to the
32 City's approval.
33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
34 ceiling plenum", "exposed", and the like).
35 3) Make all identification sufficiently descriptive that it may be related
36 reliably to the Specifications.
37 c. The City may waive the requirements for conversion of schematic layouts
38 where, in the City's judgment, conversion serves no useful purpose. However,
39 do not rely upon waivers being issued except as specifically issued in writing
40 by the City.
41 B. Final Project Record Documents
42 1. Transfer of data to Drawings
43 a. Carefully transfer change data shown on the job set of Record Drawings to the
44 corresponding final documents, coordinating the changes as required.
45 b. Clearly indicate at each affected detail and other Drawing a full description of
46 changes made during construction, and the actual location of items.
47 c. Call attention to each entry by drawing a "cloud" around the area or areas
48 affected.
01 78 39 - 4
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Page 4 of 4
CITY OF FORT WORTH WESTSIDE HEIGHTS
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269
Revised April 7, 2014
1 d. Make changes neatly, consistently and with the proper media to assure
2 longevity and clear reproduction.
3 2. Transfer of data to other Documents
4 a. If the Documents, other than Drawings, have been kept clean during progress of
5 the Work, and if entries thereon have been orderly to the approval of the City,
6 the job set of those Documents, other than Drawings, will be accepted as final
7 Record Documents.
8 b. If any such Document is not so approved by the City, secure a new copy of that
9 Document from the City at the City's usual charge for reproduction and
10 handling, and carefully transfer the change data to the new copy to the approval
11 of the City.
12 3.5 REPAIR / RESTORATION [NOT USED]
13 3.6 RE-INSTALLATION [NOT USED]
14 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
15 3.8 SYSTEM STARTUP [NOT USED]
16 3.9 ADJUSTING [NOT USED]
17 3.10 CLEANING [NOT USED]
18 3.11 CLOSEOUT ACTIVITIES [NOT USED]
19 3.12 PROTECTION [NOT USED]
20 3.13 MAINTENANCE [NOT USED]
21 3.14 ATTACHMENTS [NOT USED]
22 END OF SECTION
23
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
24
T.S.I. LABORATORIES, INC.
TBPE FIRM REGISTRATION NO: F-9236
_____________________________________________________________________________________
TRINITY SOILS INVESTIGATION Telephone 361-578-6933
1810 SOUTH LAURENT Fax 361-578-2601
VICTORIA, TEXAS 77901 Email: tsilabvictoria@gmail.com
October 21, 2019
Ryan Voorhees
Gold Creek Homes & Development, LLC.
801 Briarwood Street
Weatherford, TX 76087
Subject: 5050 Azle Ave
Ft. Worth, TX
TSI File No.: W-191001
Dear Mr. Voorhees,
We are pleased to submit this report of our geotechnical engineering study for 5050
Azle Ave, Ft. Worth, Texas. The findings and a description of the exploration and testing
procedures are presented in the report along with our site preparation and
recommendations.
We appreciate the opportunity to assist in this phase of the project. Please feel free
to contact us, if you have any questions regarding this report or if we may be of further
service.
Respectfully submitted,
TSI Laboratories, Inc.
Michael Tater, President
Daniel Tesfai, P.E.
REVISED GEOTECHNICAL ENGINEERING STUDY
5050 AZLE AVE
FT. WORTH, TX
Prepared For:
MR. RYAN VOORHEES
GOLD CREEK HOMES & DEVELOPMENT, LLC.
Prepared By:
T.S.I. LABORATORIES, INC.
TBPE Firm Registration No.: F-9236
Victoria, Texas
October 21, 2019
TSI Project Number: V-191001
TABLE OF CONTENTS
INTRODUCTION ............................................................................................................................ 1
Authorization and Scope............................................................................................................... 1
Project Description ........................................................................................................................ 1
FIELD AND LABORATORY TESTING ...................................................................................... 1
Field Testing ................................................................................................................................... 1
Laboratory Testing ........................................................................................................................ 2
SUBSURFACE CONDITIONS ....................................................................................................... 2
Subsurface Conditions .................................................................................................................. 2
Groundwater .................................................................................................................................. 2
EVALUATION ................................................................................................................................. 2
General ........................................................................................................................................... 2
Potential Vertical Rise ................................................................................................................... 3
RECOMMENDATIONS ................................................................................................................. 4
Site Preparation ............................................................................................................................. 5
Selection and Placement of Fill .................................................................................................... 5
Foundation Systems ...................................................................................................................... 5
Post Tension Slabs ......................................................................................................................... 7
Moisture conditioned Subgrade ................................................................................................... 8
Settlement Considerations ............................................................................................................ 8
Foundation Construction .............................................................................................................. 8
Earthwork ...................................................................................................................................... 9
Swimming Pool ............................................................................................................................ 10
Pavement Design .......................................................................................................................... 12
Drainage ....................................................................................................................................... 14
GENERAL COMMENTS .............................................................................................................. 15
APPENDIX ...................................................................................................................................... 16
5050 Azle Ave
Ft. Worth, TX 1
REVISED GEOTECHNICAL ENGINEERING STUDY
5050 AZLE AVE
FT. WORTH, TX
INTRODUCTION
Authorization and Scope
Mr. Ryan Voorhees with Gold Creek Homes & Development, LLC. authorized our services
by and through issuance of Authorization Letter. The purposes of this study were to
determine and evaluate the stratification and engineering properties of the site subsurface
soils and to develop geotechnical engineering recommendations and guidelines for use in
site preparation, foundation design, building pads, and related site improvements planned for
5050 Azle Ave, Ft. Worth, Texas. The report was revised to include pavement design
parameters.
Project Description
Based on information provided, we understand the project involves design and construction
of the proposed total of 12 buildings, 1 club house and 1 maintenance buildings for 5050
Azle Ave, Ft. Worth, Texas. The wood frame, one to three-story buildings will be supported
by slab-on-grade, post tension or spread footing foundation.
FIELD AND LABORATORY TESTING
Field Testing
The site soils were supposed to be explored by thirty six (36) 15-feet deep borings. Boring
locations were determined in the field. Soil was sampled continuously at 2 foot intervals to
10 foot depth with an additional sample taken at 5 foot depth intervals. The sampling
method is determined based on the anticipated soils. ASTM defines soil as either fine-
grained or coarse-grained with the percentage of soil particles finer than the No. 200 sieve
used to differentiate between fine-grained and coarse-grained soil.
Granular soils were sampled as part of the Standard Penetration Test (SPT) by driving a 2
inch diameter split-barrel sampler. The sampler was driven 18 inches by a 140 pound
hammer falling 30 inches in general accordance with the ASTM D 1586. Our representative
recorded the number of blows required to drive the sampler through three consecutive 6 inch
intervals. As permitted by ASTM D 1586, sampling was terminated if 50 blows were
recorded within any one 6 inch interval. The sum of blows required to penetrate the final 12
inches is known as the SPT “N” value.
Cohesive soils were sampled by hydraulically pushing a 3 inch diameter, thin-walled steel
tube a distance of about 24 inches. Our field sampling procedures were in general
5050 Azle Ave
Ft. Worth, TX 2
accordance with ASTM D 1587. For each recovered sample, our representative extruded the
sample in the field, visually classified the soil, and measured the penetration resistance using
a pocket penetrometer. A portion of the recovered sample was wrapped in aluminum foil
and placed into a plastic bag and transported to our laboratory for testing.
Laboratory Testing
The soil samples were examined and visually classified by the samples representative of the
various soil strata encountered were selected for laboratory testing. Atterberg limits,
moisture contents and percent fines tests were performed to assist in classifying the soils
according to Unified Soil Classification System (ASTM D 2487). The classification test
results are presented on the boring logs. The test procedures are described in the Appendix.
SUBSURFACE CONDITIONS
The test borings encountered clayey sand (SC) and fat and lean clay (CH/CL) soils to boring
termination depths. Layers of gravel (GC) soils were encountered in borings B-1, B-17, B-
19, B-20, B-26 and B-29. The site soil has been evaluated by performing various field and
laboratory tests on the subsurface samples recovered during the drilling operations. The
types of tests conducted on the subsurface samples and the results of the tests are tabulated
on the Logs of Borings, which are provided in the Appendix. Field tests and laboratory
testing program were directed towards evaluating the plasticity index and moisture content
of the subsurface strata for this project. The properties of each stratum are discussed below.
The corresponding log of boring, depicting the stratum soil descriptions, type of sampling
used during sample retrieval, laboratory test data, and other field data, is presented in the
Appendix at the end of this report. The KEY TO BORING LOG SYMBOLS AND SOIL
CLASSIFICATIONS Sheet, which defines the terms and descriptive symbols used on each
boring log, is also presented in the Appendix.
Groundwater
Groundwater was encountered in some of the borings during our drilling operations. It is
noted that groundwater levels fluctuate with seasonal climatic variations. Here below is the
depth of water encountered in the borings:
B-1 B-3 B-5 B-6 B-9 B-10 B-17 B-18 B-20 B-24
6’ 13’ 8’ 8’ 6’ 5’ 8’ 6’ 4.5’ 13’
B-26 B-30 B-31 B-32
6’ 8’ 14.5’ 8’
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Ft. Worth, TX 3
EVALUATION
Based on the laboratory tests performed, the soils encountered at this site generally exhibit
medium to high potential for expansion that are ever changing as the moisture changes,
these clays will undergo volumetric changes as the moisture content increases or decreases,
if free to expand, or generate upward pressures, if not restrained by vertical loads.
Based on the results of our field and laboratory testing, the clay strata underlying this site are
hard materials that are competent to support the loadings from the structure with necessary
site preparation and compaction.
Tabulated in the following table are the amount of soil required to remove from the subgrade
to lower the PVR value to less than 1 inch. The surcharge is the overburden added to raise
the grade by select fill soils.
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RECOMMENDATIONS
Our recommendations are based on knowledge of the area; however, the project design team
should specify actual construction requirements. The final selection of foundation for the
BORING PVR (inches) Removal
(inches)
with 1-foot
surcharge
with 2 feet
surcharge
With 3 feet
surcharge
with 4’
surcharge
B1 2.5 42 36 30 18 12
B2 less than 1" 0
B3 less than 1" 0
B4 1" 0
B5 1" 0
B6 1.25 18 12 6
B7 1.5 24 18 12 6
B8 2.5 42 36 30 18 12
B9 1.25 18 12 6
B10 1.25 18 12 6
B11 1.25 18 12 6
B12 1.5 24 18 12 6
B13 2.5 42 36 30 18 12
B14 2.5 42 36 30 18 12
B15 2.5 42 36 30 18 12
B16 1.5 24 18 12 6
B17 less than 1" 0
B18 1.25 18 12 6
B19 less than 1" 0
B20 1" 0
B21 1.25 18 12 6
B22 1.25 18 12 6
B23 1.25 18
B24 1.25 18 12 6
B25 1.25 18 12 6
B26 1" 0
B27 1.5" 24 18 12 6
B28 1.25 18 12 6
B29 1.5" 24 18 12
B30 1.5" 24 18 12
B31 1.5" 24 18 12
B32 1.5" 24 18 12 6
B33 1.25 18 12 6
B34 1.5" 24 18 12 6
B35 N/A
B36 1.25 18 12 6
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Ft. Worth, TX 5
buildings should be based on considerations of several factors, such as: 1) function of the
structure, 2) soil strength properties, expansive soil properties, and settlement characteristics
of subsurface materials; 3) the magnitude of applied structural loads; and 4) construction
costs.
Site Preparation
Site preparation should consist initially, (a) clearing and the stripping of any vegetation and
roots, and (b) any materials containing significant organic material from the foundation
footprints. Soils having more than ten percent (10%) by volume are considered having
organic material. The exposed subgrade surfaces (c) should then be proof rolled with a
loaded heavy earthwork piece of machinery such as a motorized articulated scraper,
maintainer or dump truck to detect soft or loose zones, followed by proper soil replacement
if necessary and then (d) scarified to at least nine (9) inches; moisture conditioned within 2%
wet of optimum moisture and compacted to a minimum of 95% of maximum dry density
determined by ASTM D-698 (Standard Proctor).
If site soils are to be used for site earthwork mass grading, it is recommended that a TSI
representative be on site to assist in the earthwork operations to best determine and identify
all CH fat clays that should be separated and stockpiled for future use or disposal. When
properly tested and mixed with the low PI site soils, the fat Clay soils (CH) can be used as a
final fill material in areas that are to be landscaped. Other uses for the CH soils can be the
final fill top seal layer around the perimeter of the foundations to help keep surface water
and runoff from entering the foundation supporting soils.
Selection and Placement of Fill
Structural fill should be low plasticity sandy clays or imported caliche sand and gravel.
Recommended fill specifications are included in the appendix and these may be used as a
guide for the placement of fill and for pavement construction. Particular attention should be
given to maintaining the proper moisture content during compaction and to preventing the
fill from drying before subsequent lifts are placed.
Construction areas should be stripped of vegetation and root structure, and the exposed
subgrade should be proof rolled with appropriate construction equipment weighing at least
20 tons. The purpose of this recommendation is to check the subgrade for weak or soft areas
prior to fill placement and compaction. This operation should be observed and evaluated by
qualified geotechnical personnel experienced in earthwork operations.
If weak or soft areas are observed during proof rolling operations, the soil in the subject area
should be removed to expose competent subgrade soils in both horizontal and vertical limits.
The excavated soils, provided they are not contaminated with deleterious materials, or clean
imported fill soils can be used to restore grade at these isolated areas; any imported fill
should meet the requirements for select fill. Placement and compaction of the soils are
discussed below.
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Ft. Worth, TX 6
Select fill within paving areas should consist of lean clay or sandy lean clay, fre e of roots,
organics, and deleterious materials. The select fill should have at least 50% passing the No.
200 sieve and have a PI between 8 and 18. Representative samples of the fill materials
should be tested to confirm their material characteristics prior to the filling operations.
Subgrade areas should be scarified to a depth of about nine (9) inches and moisture adjusted
within 2% of the optimum moisture content. The moisture-conditioned subgrade should then
be compacted to at least 95% of maximum dry density determined in accordance with
ASTM D 698. The subgrade should be moisture conditioned just prior to fill placement in
order that the subgrade maintains its compaction moisture levels and does not dry out.
Structural fill (fill that provides load-bearing support) should consist of select fill placed on
prepared surfaces in lifts not to exceed eight (8) inches loose measure, with compacted
thickness not to exceed six (6) inches. All structural fill should be moisture conditioned to
within 2% of optimum moisture content, and then compacted to at least 95% of maximum
dry density as evaluated by ASTM D 698. A testing frequency of one in-place density and
moisture test for each 2,500 sf or less should be considered, with a minimum of three tests.
When establishing final grade around the structure, we recommend the following:
Elevation of ground surface adjacent to the foundation should be a minimum of at
least nine (9) inches below finished floor.
The slope of the ground surface away from the structure should be a minimum of
five (5) percent for a distance of at least ten (10) feet.
A three-foot wide mow band around the foundation perimeter can also be installed to
mitigate moisture changes affecting the foundation performance.
On-site soils may be considered for use as fill, provided they meet the select fill criteria and
are free of organics and debris. We recommend that additional samples of the blended soils
be obtained prior to and during earthwork operations to determine if the blended soils can be
used in lieu of select fill.
Foundation System
The floor slab may be supported by a slab-on-grade foundation system with exterior grade
beams founded at a minimum of 36 inches below final grade and provided the building pad
subgrade is properly prepared, compacted, and moisture conditioned. To reduce the
estimated PVR to about one inch or less and to provide a uniform support under the slab, we
recommend the slab-on-grade for the structure be supported on a pad by removing the fat
clay soils as provided in the PVR Table and backfilling with properly placed and
compacted select fill soils. Select fill pad should also extend horizontally a minimum
distance of 2 feet beyond the edge of the slab area.
Slab-on-grade floor slabs may be designed for an allowable bearing pressure of 1,200 psf for
dead loads. The floor slab system may be designed for a net allowable bearing pressure of
1,800 psf based on total loads. A subgrade modulus of 100 pci may be used in design.
5050 Azle Ave
Ft. Worth, TX 7
These bearing pressures are based on factors of safety against bearing capacity failure of
approximately 2 and 3 for dead loads and total loads, respectively. These recommendations
are for proper development of bearing capacity for the continuous beam sections of the
foundation system, to assure that proper concrete cover is achieved between reinforcing steel
and soil, and to reduce the potential for water to migrate beneath the slab foundation.
These recommendations are not based on structural considerations. Grade beam widths and
depths for both the exterior and interior grade beams may need to be greater than
recommended herein based on actual structural design considerations and should be properly
evaluated and designed by the structural engineer. Alternatively, Post tension slab-on-grade
or cast-in-place concrete drilled straight shaft piers with grade beams and a slab-on-grade on
select fill pad can be constructed to support column loads.
PTI Slab-On-Grade Design Parameters
The Post-Tensioning Institute (PTI) provides design standards for post-tensioned slabs-on
grade. PTI parameters are selected based on the predominant soil type, the type of clay
mineral, and percentage of clay. The estimated slab design parameters from published PTI
data are provided in the following Tables and are based on center lift and edge lift
conditions. According to PTI 2nd Edition, edge moisture variation distance estimates (em)
were calculated based on a climatic factor known as Thornthwaite Moisture Index (Im).
According to PTI 3rd Edition, the em estimates were calculated based on soil and climatic
properties including an unsaturated diffusion coefficient as a primary factor. The
differential movement estimates (ym) were obtained from the tables provided in PTI 2nd
Edition design manual based on em and other soil characteristics. The ym values for PTI 3rd
Edition were calculated using the computer program VOLFLOW 1.5 and soil
characteristics. The actual soil movements are affected by soil moisture conditions that are
also influenced by non-climatic factors such as vegetation, slope, drainage, irrigation,
downspouts, and leaking water lines. Precautions should be taken to insure that proper
surface drainage is maintained during and after construction to keep uniform moisture in the
foundation soils.
Design Parameter Recommended Values
PTI 3rd Edition
Predominant Soil Type Clay
Thornthwaite Moisture Index (Im) -30
Depth to Constant Soil Suction (assumed) 9 ft
Wet Suction Profile (pF) 2.9
Dry Suction Profile (pF) 4.5
Constant Soil Suction (pF) 3.5
Moisture Velocity (assumed) 0.7 in/month
Edge Moisture Variation Distance (em)
Center Lift (Shrink) 7.0 ft
Edge Lift (Swell) 3.5 ft
Differential Soil Movement (ym)
Center Lift (Shrink) 1.9 in.
5050 Azle Ave
Ft. Worth, TX 8
Design Parameter Recommended Values
Edge Lift (Swell) 1 in.
Effective PI 24**
Allowable bearing pressure*, psf 1,400
Minimum Grade Beam Width 14 in.
* The depth of the footing should be 18-in. below final grade or 12-in. below existing grade, whichever is deeper.
**For Borings B-1, B-8, B-13, B-14, and B-15 effective PI is 32 and center lift and edge lift are 2.6 and 1.4 inches
respectively.
Moisture conditioned subgrade
For Borings B-1, B-8, B-13, B-14, and B-15 instead of removing the fat clay soils and
replacing them with select fill the subgrade can be moisture conditioned. The pad should be
stripped of vegetation and root structure, and the exposed subgrade should be proof rolled
with appropriate construction equipment weighing at least 20 tons. Then 5 feet of the soil
should then be moisture condition to minimum of 4% above optimum and at least 93% of
maximum dry density with maximum loose lift thickness of 8 inches. Minimum 10-mil
vapor retarder material per ASTM E1745 class C or better with maximum water vapor
permeance of 0.044 perms (ASTM E96) should be placed and minimum of 1-foot thickness
select fill is added within less than 48 hours. This reduces the Differential Soil Movement
for PTI to 1.1 inch and 0.5 inch for Center Lift (Shrink) and Edge Lift (Swell) respectively.
Spread Footings
For the concentrated column loads, the design structural loads can be transferred to spread
footings. The spread footings should be founded below the select structural layer and be
founded at the 4 foot depth. The footings, if founded at or below 4 foot depth, may be
designed for an allowable bearing pressure of 5.7 ksf based on total loads with included
factor of safety of 2.
These recommendations are for proper development of bearing capacity for the continuous
beam sections of the foundation system, to assure that proper concrete cover is achieved
between reinforcing steel and soil, and to reduce the potential for water to migrate beneath
the slab foundation.
Foundation Construction
We anticipate that the finished floor elevation for proposed structure will be about one or
two feet above the existing grade. TSI should be notified to review and/or modify our
recommendations given in this subsection, if additional fill required to meet the final grade
exceeds two feet.
After initial site stripping, we recommend the exposed soils to be thoroughly proof rolled
with a 20 ton pneumatic roller or loaded dump truck. Soft/weak areas detected during the
proof rolling activities should be removed and replaced with properly compacted select fill
soils. The select fill beneath the floor slab should be prepared as outlined in the previous
section of this report. This over-excavation, proof rolling, and additional fill placement
5050 Azle Ave
Ft. Worth, TX 9
should be observed by TSI to evaluate the integrity of the fill soils for proper support of the
at-grade floor slab of the building.
The excavations for the shallow footing foundation system should be performed with
equipment capable of providing a relatively clean bearing area. The bottom 6 inches on the
planned foundation excavations should be completed with a smooth-mouthed bucket or by
hand labor. The excavations should be neatly excavated and properly formed. The soil
subgrade at the base of each footing should be evaluated following completion of the
excavation and immediately prior to placing the concrete. Debris in the bottom of the
excavation should be removed prior to steel placement. Water should not be allowed to
accumulate at the bottom of the foundation excavation. To reduce the potential for water
infiltration into the excavations and to minimize disturbance to the bearing area, we
recommend that steel and concrete be placed as soon as possible after the excavations are
completed and properly cleaned. A seal slab (2 to 4 inches) should be placed within the
footing bearing area for footings that will not be backfilled with concrete within 48 hours of
the footing excavation.
Foundation Construction Monitoring
The performance of the recommended foundation systems for the proposed structure will be
highly dependent upon the quality of construction. Thus, we recommend that building pad
compaction and foundation installation be monitored full time by an experienced TSI soil
technician under the direction of our geotechnical engineer. During foundation installation,
the base should be monitored to evaluate the condition of the subgrade.
Earthwork
Construction areas should be stripped of all vegetation including roots, loose/soft topsoil,
and other unsuitable surface materials. Following stripping and prior to placement of
additional fill, the exposed soil subgrade areas should be proof rolled with a 20 ton
pneumatic roller or a loaded dump truck to detect weak areas. Weak areas detected during
proof rolling should be removed and replaced with select fill. Proper site drainage should be
maintained during construction, so that ponding of surface runoff does not occur and cause
construction delays and/or inhibit site access.
Subsequent to proof rolling, and just prior to placement of fill, the exposed subgrade should
be evaluated for moisture and density. The subgrade should be within 2 percent of t he
optimum moisture content, and have an in-place dry density of at least 95 percent of the
Standard Effort (ASTM D 698) maximum dry density of the in-situ soils. If the moisture or
density does not meet the above criteria, the subgrade should be scarified to a minimum
depth of 8 inches, moisture adjusted to within 2 percent of the optimum moisture content,
and compacted to at least 95 percent of the Standard Effort (ASTM D 698) maximum dry
density.
Grade adjustments within the building pad area should be accomplished with select fill
composed of clean lean clay, sandy lean clay, or clayey sand soils with a plasticity index
5050 Azle Ave
Ft. Worth, TX 10
ranging between 8 and 18 percent. Select fill should be placed on prepared surfaces in lifts
not to exceed 8 inches loose measure, with compacted thickness not to exceed 6 inches. The
select fill should be compacted to at least 95 percent of the Standard Effort (ASTM D 698)
maximum dry density within 2 percent of the optimum moisture content.
If imported blended or mixed soils are intended for use to construct the building pad, TSI
should be contacted to provide additional recommendations accordingly. Blended or mixed
soils do not occur naturally. These soils are a blend of sand and clay and will require
mechanical mixing at the site. If these soils are not mixed thoroughly to break down the clay
clods and blend-in the sand to produce a uniform soil matrix, the fill material may be
detrimental to the slab performance. If blended soils are used, we recommend that additional
samples of the blended soils, as well as the clay clods, be obtained prior to and during
earthwork operations to determine if the blended soils can be used in lieu of select fill.
Prior to any filling operations, samples of the proposed borrow materials should be obtained
for laboratory moisture-density testing. The tests will provide a basis for evaluation of fill
compaction by in-place density testing. A qualified soil technician should perform sufficient
in-place density tests during the filling operations to evaluate that proper levels of
compaction, including dry unit weight and moisture content, are being attained.
Wet Weather/Soft Subgrade Considerations
Construction during and soon after wet weather periods may encounter difficulties due to
wet surficial soils becoming a general hindrance to equipment due to rutting and/or pumping
of the soil surface. If the subgrade cannot be adequately compacted to the minimum
densities, one of the following methods should be used to improve the soils: 1) removal and
replacement with select fill, 2) chemical treatment of the soil to dry the subgrade, or 3)
drying by natural means if the schedule allows. In our experience with similar soils in this
area, chemical treatment is the most efficient and effective method to increase the
supporting value of wet and soft subgrade such as that observed at this site. TSI should be
contacted for additional recommendations if chemical treatment of the soil is needed due to
the presence of wet and soft subgrade.
Swimming Pool
Typically, swimming pools are about 5 to 8 feet deep. No groundwater was observed at or
above the proposed depth of the swimming pool during our field program. Seepage could
occur at these depths, but is expected to be minor and will likely be able to be managed by
sumps and pumps for pumped removal.
We anticipate that the pool decking will be constructed on subgrade prepared in accordance
with the recommendations provided in this report. The decking of the pool is normally
designed as a conventionally reinforced slab-on-grade. The fill soils exist at the surface
across the site and the native soils are generally of moderate to high plasticity and could
induce significant movement upon grade supported floor slabs due to their significant
potential to undergo volumetric change during variations in in-situ moisture conditions
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Ft. Worth, TX 11
(refer to the “Slab” section). The effects of the fill soils and expansive native soils can be
reduced, however, there is no reliable means of eliminating movements of a soil supported
slab. The most frequently used means of reducing movement in soil supported slabs on
similar soils would be to use a substantial thickness of select fill. To provide uniform soil
conditions under the pool slab, and to reduce the Potential Vertical Rise (PVR) of the
subgrade to about one inch or less as described in the “Slab” section the pool deck slab
should be supported on a pad of properly placed and compacted select fill soils.
If the upper soils in the pool deck area are not replaced with select fill, we recommend that
extreme care should be exercised to evaluate the exposed soils before construction of the
pool deck. Additionally, the construction should include means of reducing the opportunity
for changes in moisture content of the surficial soil as much as pr actically possible. One way
to accomplish this is to place a sheet of polyethylene vapor barrier of sufficient thickness (10
mil or greater) under the slab. The vapor barrier should help to reduce the infiltration of
surface moisture should the concrete crack enough to allow water ingress. A sand leveling
course should not be used beneath the pool slab. The use of a turndown at the edge of the
slab would help to reduce moisture gain or loss near the edges of the slab. The depth of this
turn down should be at least 24 inches; this may help but a vertical moisture barrier to a
greater depth would be more beneficial. A moisture barrier to a depth of 6 feet would be
preferable. This moisture barrier typically consists of heavy plastic or visqueen (20 mil or
thicker) placed in a narrow trench dug close to the exterior of the deck slab. The plastic is
extended to the concrete turndown and typically attached to the concrete by a mastic
compound.
Care should be taken with water supply lines and drains, including connections which
sometimes are a weak point, associated with the swimming pool to avoid leaks, which will
affect the subgrade. Water from these sources could cause further increases in the soil
moisture resulting in an increased heave potential.
Lateral Earth Pressures
The backfill soils adjacent to below grade walls and retaining walls (such as swimming pool
walls) will impose active to at-rest earth pressures against the wall. The backfill should be
compacted to 95 percent of the Standard Effort (ASTM D 698) maximum dry density.
Design lateral earth pressures may be computed using an equivalent fluid weighing 50 pcf
for clean granular backfill and 100 pcf for on-site clay soil backfill. These pressures do not
include hydrostatic pressures nor do they include surcharge forces imposed by construction
or vehicular loading. The lateral pressure produced by surcharge may be computed as 50
percent of the vertical surcharge pressure applied as a constant pressure over the full depth
of the wall. A 2 foot compacted select fill soil should be placed at the top of granular
backfill to reduce the amount of infiltration of surface water. Filter fabric should be placed
between the granular material and other native or backfill soils.
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Ft. Worth, TX 12
Pavement Design
We anticipate that the pavement subgrade will consist of low to medium plasticity, surficial
on-site fill soils. We recommend that the top 6 inches of the finished subgrade soils directly
beneath the pavement be chemically treated. Chemical treatment will increase the
supporting value of the subgrade and decrease the effect of moisture on subgrade soils. This
6 inches of treatment is a required part of the pavement design and is not a part of site and
subgrade preparation for wet/soft subgrade conditions.
Once the subgrade is properly prepared both flexible pavement systems (consisting of
asphalt and base material) and reinforced concrete pavement systems may be considered for
this project. Detailed traffic loads and frequencies were not available. However, we
anticipate that traffic will consist primarily of passenger vehicles in the parking areas and
large multi-axle delivery trucks in the driveways.
We recommend the thickness of the reinforced concrete pavement be 6 inches with 6
inches thick treated subgrade. This system was derived based on general characterization
of the subgrade. Specific testing (such as CBR tests, resilient modulus tests, etc.) was not
performed for this project to evaluate the support characteristics of the subgrade. We also
recommend that waste dumpster areas be constructed of at least 7 inches of reinforced
concrete pavement. The concrete pad areas should be designed so that the vehicle wheels of
the trucks are supported on the concrete.
The pavement design engineer should consider these and other similar situations when
planning and designing pavement areas. Waste bin and other areas that are not designed to
accommodate these situations often result in localized pavement failures.
Presented below are our recommended material requirements for the pavement sections:
Reinforced Concrete Pavement – The materials and properties of reinforced concrete
pavement shall meet applicable requirements in the ACI Manual of Concrete Practice. The
Portland cement concrete mix should have a minimum 28-day compressive strength of 3,500
psi.
Reinforcing Steel – Reinforcing steel should consist of the following:
6.0 inch: #3 bars at 12 inches or #4 bars at 18 inches on centers in both directions.
7.0 inch: #4 bars at 18 inches on centers in both directions.
Control Joint Spacing – ACI recommendations indicate that control joints should be spaced
at about 30 times the thickness of the concrete pavement. Furthermore, ACI recommends a
maximum control joint spacing of 5 feet for 6-inch or thicker pavements. Sawcut control
joints should be cut within 6 to 12 hours of concrete placement.
Expansion Joint Spacing – ACI recommendations indicate that regularly spaced expansion
joints may be deleted from concrete pavements. Therefore, the installation of expansion
joints is optional and should be evaluated by the design team.
5050 Azle Ave
Ft. Worth, TX 13
Dowels at Expansion Joints – The dowels at expansion joints, if the joints are provided,
should be spaced at 12-inch centers and consist of the following:
6.0 inch: 3/4-inch diameter, 14 inches long with 6-inch embedment
7.0 inch: 7/8-inch diameter, 14 inches long with 6-inch embedment
Treated Subgrade – The subgrade soils should be treated with lime-cement in accordance
with TxDOT 2014 Standard Specifications Item 265. The amount of lime-cement should be
determined for the subgrade soils by conducting laboratory tests on the subgrade once final
subgrade elevation has been established at the time of construction. Based on the
classification test results, we recommend that about 4 percent lime and 6 percent cement by
dry weight be used for estimating and planning. The quantity of lime and cement required is
computed as a percent of dry weight. The subgrade should be compacted to a minimum of
95 percent of the Standard Effort (ASTM D 698) maximum dry density at a moisture
content within 2 percent of optimum. Preferably, traffic should be kept off the treated
subgrade for about 7 days to facilitate curing of soil - chemical mixture. In addition, the
subgrade is not suitable for heavy construction traffic prior to paving.
The pavement design methods described above are intended to provide structural sections
with adequate thickness over a particular subgrade such that wheel loads are reduced to a
level the subgrade can support. The support characteristics of the subgrade for pavement
design do not account for shrink/swell movements of an expansive clay subgrade. Thus the
pavement may be adequate from a structural standpoint, yet still experience cracking and
deformation due to shrink/swell related movement of the subgrade. Post-construction
subgrade movements and some cracking of pavements are not uncommon for clayey
subgrade conditions such as those observed at this site. Minimizing moisture changes in the
subgrade is important to reduce shrink/swell movements. Although lime treatment will help
to reduce such movement/cracking this movement/cracking cannot be economically
eliminated.
Related civil design factors such as subgrade drainage, shoulder support, cross-sectional
configurations, surface elevations and environmental factors which will significantly affect
the service life must be included in the preparation of the construction drawings and
specifications. Normal periodic maintenance will be required.
Long-term pavement performance will be dependent upon several factors, including
maintaining subgrade moisture levels and providing for preventive maintenance. The
following recommendations should be implemented to help promote long-term pavement
performance.
Site grading should be designed to drain away from the pavements, preferably at a
minimum grade of 2%;
The subgrade and the pavement surface should be designed to promote proper
surface drainage, preferably at a minimum grade of 2%;
Joint sealant should be installed, and cracks should be sealed immediately;
Curbs should be extended into the treated subgrade for a depth of at least 4 inches to
5050 Azle Ave
Ft. Worth, TX 14
help prevent moisture migration into the subgrade soils beneath the pavement
section; and
Compacted, low permeability clayey backfill should be placed against the exterior
side of the curb and gutter.
Preventive maintenance should be planned and provided for the pavements at this site.
Preventive maintenance activities are intended to slow the rate of pavement deterioration
and consist of both localized maintenance (e.g. crack and joint sealing and patching) and
global maintenance (e.g. surface sealing). Prior to implementing any maintenance,
additional engineering observations are recommended to evaluate the type and extent of
preventive maintenance needed.
Drainage
All grades must provide effective drainage away from the buildings during and after
construction. Water permitted to pond next to the buildings can result in greater soil
movements than discussed in the report, and can result in unacceptable differential floor slab
movement, cracked slab and walls, and roof leaks. Estimated movements and settlements
described in this report are based on effective drainage for the life of the buildings and
cannot be relied upon if effective drainage is not maintained.
Exposed ground should be sloped away from the buildings for at least 10 feet beyond the
perimeter of the buildings. After construction and landscaping, we recommend verifying
final grades to document that effective drainage has been achieved. Grades around the
buildings should also be periodically inspected and adjusted as necessary.
Flatwork will be subject to post construction movement. Maximum grades practical should
be used for flatwork to prevent water from ponding. Allowance in final grades should also
consider post-construction movement of flatwork, particularly if such movement would be
critical. Where flatwork abuts the buildings, effectively seal and maintain joints to prevent
surface water infiltration.
The sprinkler system should be a minimum of 5 feet away from the buildings. Low-volume,
drip style landscaped irrigation should not be used near the buildings. Collect roof runoff in
gutters and discharge downspouts onto hard-scapes which slope away from the buildings or
connect them to the storm sewer utility.
Utility trenches are a common source of water infiltration and migration. All utility trenches
that penetrate beneath the buildings should be effectively sealed to restrict water intrusion
and flow through the trenches that could migrate below the buildings. We recommend
constructing an effective clay “trench plug” that extends at least 5 feet out from the face of
the buildings exterior. The plug material should consist of clay (PI > 20) compacted at a
water content at or above the soils optimum water content. The clay fill should be placed to
completely surround the utility line and be compacted in accordance with recommendations
in this report.
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Ft. Worth, TX 15
GENERAL COMMENTS
TSI should be retained to review the final design plans and specifications, so comments can
be made regarding interpretation and implementation of our geotechnical recommendations
in the design and specifications. TSI also should be retained to provide testing and
observation during excavation, grading, foundation and construction phases of the project.
The analysis and recommendations presented in this report are based upon the data obtained
from the borings performed and from other information discussed in this report. This report
does not reflect variations that may occur between borings, across the site, or due to the
modifying effects of weather. The nature and extent of such variations may not become
evident until during or after construction. If variations appear, we should be immediately
notified so that further evaluation and supplemental recommendations can be provided.
The scope of services for this project does not include either specifically or by implication
any environmental or biological (e.g., mold, fungi, and bacteria) assessment of the site or
identification or prevention of pollutants, hazardous materials or conditions. If the owner is
concerned about the potential for such contamination or pollution, other studies should be
undertaken.
For any excavation construction activities at this site, all Occupational Safety and Health
Administration (OSHA) guidelines and directives should be followed by the Contractor
during construction to insure a safe working environment. In regards to worker safety,
OSHA Safety and Health Standards require the protection of workers from excavation
instability in trench situations.
This report has been prepared for the exclusive use of our client for specific a pplication to
the project discussed and has been prepared in accordance with generally accepted
geotechnical engineering practices. No warranties, either expressed or implied, are intended
or made. Site safety, excavation support, and dewatering requirements are the responsibility
of others. In the event that changes in the nature, design, or location of the project as
outlined in this report are planned, the conclusions and recommendations contained in this
report shall not be considered valid unless TSI reviews the changes and either verifies or
modifies the conclusions of this report in writing.
5050 Azle Ave
Ft. Worth, TX 16
APPENDIX
Logs of Boring
Symbols and Terms Used on Boring Logs
Field and Laboratory Testing Procedures
Recommended Specifications for
Placement of Select Fill
Important Information About Your
Geotechnical Engineering Report
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHEOHEOHEOH
E
OH
E
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHELotA,Block6Cab.A,Slide10349PRTCT(MarylinMillerElementarySchool)60'R.O.W.-Cab.A,Slide10349Vol.388-Y,Pg.94DRTCTCab.A,Slide9020PRTCT100'publicR.O.W.(alsoknownasAzleAve.)GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GASGASGASGASGASGASGA
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GASGA
S
GASGASGASGASGASGASGASGASGASGASGA
S
GASGA
S
GASGASGASGASGASGASGASGASGASGASGA
S
GASGA
S
GASGASGASGASGASGASGASGASGASGASGASGASGA
S
GASGASGASGASLotB,Block6Cab.A,Slide10349PRTCT(LucyleCollinsMiddleSchool)60'R.O.W.-
C
a
b
.
A
,
S
l
i
d
e
1
0
3
4
9
1138'1010'1516'2020'1216'
300'
61'80'350'80'60'706'
903'
300'5050 AZLE AVENUEPRELIMINARY SITE PLANFORT WORTH, TXDECEMBER 7, 2017REVISION 2E NEIGHBORHOODCOMMERCIAL10.9 ACRESFUTUREROAD
MARINE CREEK RD EXTENSIONTHOROUGHFAREGAS PIPELINE EASEMENT5050 AZLE AVENUELAND PLANJUNE 20, 2018VICINITY MAP820MARINECREEKRESERVOIRAZLE AVE5050AZLEAVEGAS GAS
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASCR LOW DENSITYMULTIFAMILY12 DU/ACRE17.0 ACRESD HIGH DENSITYMULTIFAMILY24 DU/ACRE10.5 ACRESD HIGH DENSITYMULTIFAMILY24 DU/ACRE11.2 ACRESCR LOW DENSITYMULTIFAMILY12 DU/ACRE9.8 ACRESE NEIGHBORHOODCOMMERCIAL2.4 ACRESB1B4B5B6B7B2B3B8B9B15B18B19B10B11B14B12B13B16B24B23B17B20B22B25B26B21B27B28B29B31B33B32B30B34B36B35
0
3
6
9
12
15
18
21
P=3.25
N=41
N=57
N=50/1"
N=50/1"
26
17
92 65
43
21
18
44
25 18
1.0 0.5
Clay - Fat, brown (CH)
w/limestone gravel
Gravel - Clayey, brown (GC)
w/limestone (shaley)
Clay - Lean, Gravelly, with Sand, brown (CL)
w/limestone (shaley)
Clayey Sand - gray (SC)
w/limestone gravel
Boring Terminated at 15ft
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B1
PROJECT NO.:W-191001
DATE:1/26/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 6ft
0
3
6
9
12
15
18
21
P=4.5+
P=4.5+
P=4.5+
N=4.5+
N=50/5"
N=50/2"
N=50/6"
11
13 118
31
38
16
16
15
22
41
63 4.2 1.8
Clay - Lean, Sandy, dark brown (CL)
w/roots
Clayey Sand - brown (SC)
w/heavy gravel, limestone
Clay - Lean, Gravelly, with Sand, brown (CL)
(shaley)
Clayey Sand - gray (SC)
w/gravel, limestone
Boring Terminated at 15ft
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B2
PROJECT NO.:W-191001
DATE:1/26/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=1.75
P=1.5
P=4.5+
P=4.5+
N=41
N=50/6"
13
20
19
122 29
32
53
15
16
21
14
16
32
50
66
4.2 1.1
Clay - Lean with Sand, dark brown (CL)
w/roots
- brown
- Lean, Sandy, brown & gray (CL)
w/gravel, limestone
Clay - Fat, Sandy, gray (CH)
w/limestone (shaley)
Boring Terminated at 15ft
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B3
PROJECT NO.:W-191001
DATE:1/26/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 13ft
0
3
6
9
12
15
18
21
P=4.5+
N=50/3"
N=50/4"
N=50/6"
N=50/6"
14
14
39
37
14
15
25
22 72
Clay - Lean with Sand, dark brown (CL)
w/roots and limestone
- brown
w/some limestone gravel (shaley)
Clay - Fat, gray (CH)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B4
PROJECT NO.:W-191001
DATE:1/26/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=4.5+
N=40
N=50/5"
N=50/2"
N=50/6"
18
24 45 15 30
48
72
Clayey Sand - dark brown (SC)
w/gravel, limestone
Clay - Lean with Sand, brown (CL)
w/gravel, limestone
w/some limestone gravel
Clay - Fat, gray (CH)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B5
PROJECT NO.:W-191001
DATE:1/26/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 8ft. After 5 hours water at 6ft. caving at 11.5ft.
0
3
6
9
12
15
18
21
P=3.0
P=4.5+
P=2.0
P=3.0
N=54
N=47
31
16
91
116
65
44
20
17
45
27
76
57
2.3
2.1
1.1
0.9
Clay - Fat with Sand, dark brown (CH)
w/roots
Clay - Lean, Sandy, brown (CL)
w/limestone gravel
- brown & lt. gray (CL)
w/calcareous & limestone gravel
(wet)
- brown (CL)
w/limestone gravel (shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B6
PROJECT NO.:W-191001
DATE:1/26/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 8ft.
0
3
6
9
12
15
18
21
P=2.5
P=4.0
P=3.0
P=4.0
N=30
N=50/2"
28
17
89 62
44
18
18
44
26
73
76
2.1 1.3
Clay - Fat with Sand, dark brown (CH)
w/roots
Clay - Lean, Sandy, brown (CL)
w/limestone gravel
- with Sand, brown & lt. gray (CL)
w/calcareous nodules
- lt. brown (CL)
w/limestone gravel (shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B7
PROJECT NO.:W-191001
DATE:1/26/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=4.0
P=2.0
P=1.5
P=3.5
P=4.5+
N=50/5"
24
12
99
124
65
29
21
15
44
14
1.7
5.0
0.9
1.3
Clay - Fat, dark brown (CH)
w/roots
- brown (CH)
w/calcareous
Clay - Lean with Sand, brown (CL)
w/calcareous & limestone gravel
- (shaley)
- lt. brown (CL)
w/limestone gravel (shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B8
PROJECT NO.:W-191001
DATE:1/26/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=1.5
P=3.0
P=4.5+
N=32
N=38
N=54
N=50/5"
42
22
88 40
44
14
16
26
28
65
62
2.8 0.5
Clay - Lean, Sandy, dark brown (CL)
w/roots
- brown & gray (CL)
w/limestone gravel
- Lean, Gravelly with Sand, brown (CL)
w/limestone & calcareous
Clay - Fat, lt. brown (CH)
(shaley)
- lt. brown & gray (CH)
(shaley)
Boring terminated at 20ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B9
PROJECT NO.:W-191001
DATE:1/26/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered @ 6', 24 hrs @ 2ft & caved @ 7.5'.
0
3
6
9
12
15
18
21
P=4.5+
N=50/5"
N=50/5"
N=50/5"
N=50/2"
N=50/3"
19
14
42 14 28
80
Clay - Lean, Sandy, dark brown (CL)
w/heavy limestone
- brown (CL)
w/heavy limestone
- with Sand,
w/some limestone (shaley)
Clay - Fat, gray (CH)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B10
PROJECT NO.:W-191001
DATE:1/28/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 5ft.
0
3
6
9
12
15
18
21
P=4.5+
P=4.0
P=4.5+
N=50/4"
N=50/5"
N=50/5"
17
14
113 32
54
17
19
15
35
53
89
1.1 0.8
Clay - Lean, Sandy, dark brown (CL)
w/heavy limestone
- brown
w/limestone layers
(shaley)
Clay - Fat, gray (CH)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B11
PROJECT NO.:W-191001
DATE:1/28/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 6ft.
0
3
6
9
12
15
18
21
P=4.5+
N=50/4"
N=50/2"
N=50/2"
N=50/5"
N=50/3"
N=50/1"
13
16
38 18 20
77
Clay - Fat, Sandy, dark brown (CH)
w/heavy limestone gravel
Clay - Lean, Sandy, brown (CL)
w/heavy limestone gravel
- with Sand, brown (CL)
w/some limestone gravel
(shaley)
Clayey Sand - gray (SC)
w/limestone gravel
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B12
PROJECT NO.:W-191001
DATE:1/28/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=4.5+
P=3.0
P=2.0
P=4.5+
P=4.5+
N=50/5"
20 98 51 18 33 76 1.9 1.7
Clay - Fat, Sandy, dark brown (CH)
w/limestone gravel
- with Sand, brown (CH)
w/limestone gravel
Clay - Lean with Sand, brown (CL)
(shaley)
Clay - Fat, gray (CH)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B13
PROJECT NO.:W-191001
DATE:1/28/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=2.0
P=3.0
P=3.5
P=4.5+
P=4.5+
N=50/4"
35
25
86
99 53 17 36
61
72
1.4
2.5
0.9
1.1
Clay - Fat, Sandy, dark brown (CH)
w/some limestone gravel
- with Sand, brown (CH)
w/some limestone & calcareous
w/limestone layers
- Fat, gray (CH)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B14
PROJECT NO.:W-191001
DATE:1/28/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=1.75
P=1.5
P=2.75
P=4.5
P=4.5+
N=50/5"
19
22
114
106
51 19 32 82
91
3.4
2.5
0.6
0.6
Clay - Fat, dark brown (CH)
w/roots
- with Sand, brown (CH)
w/calcareous
- Fat, brown (CH)
w/some limestone gravel
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B15
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=4.5+
P=4.5+
N=23
N=50/5"
N=34
24
11
13
51
29
19
18
32
11
53
69
Clay - Fat, Sandy, lt. brown (CH)
w/limestone gravel
Clay - Lean, Sandy, brown (CL)
w/some limestone layers
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B16
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=4.0
P=4.0
N=50/5"
N=50/2"
N=50/3"
N=50/5"
15
5
114 33
21
14
15
19
6
42 1.6 1.3
Clay - Lean with Sand, dark brown (CL)
w/roots
Gravel - Clayey with Sand, brown (GC)
Gravel - Silty, Clayey with Sand, lt. brown (GM-GC)
w/limestone layers
Clay - Fat, gray (CH)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B17
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 8ft.
0
3
6
9
12
15
18
21
P=3.0
P=4.5+
N=50/1"
N=50/1"
N=50/3"
N=50/5"
N=50/4"
17 114 36 15 21 78 2.4 0.9
Clay - Lean, Sandy, dark brown (CL)
w/limestone gravel
- with Sand, brown (CL)
w/some limestone layers
Clay - Fat, gray (CH)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B18
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 6ft.
0
3
6
9
12
15
18
21
P=2.5
P=4.5+
N=50/2"
N=50/5"
N=50/1"
N=50/1"
15
8
27
28
13
15
14
13
53
42
Clay - Lean with Sand, dark brown (CL)
w/roots
- Sandy, brown (CL)
w/roots & limestone gravel
(shaley)
Gravel - Clayey with Sand, brown (GC)
Clayey Sand - gray (SC)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B19
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=1.5
P=3.0
N=18
N=62
N=50/3"
N=50/1"
19
14
115 38 16 22 74
33
5.4 0.8
Clay - Lean with Sand, brown (CL)
Gravel - Clayey with Sand, brown (GC)
Clayey Sand - gray (SC)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B20
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 4.5ft.
0
3
6
9
12
15
18
21
P=4.5+
N=50/4"
N=50/2"
N=50/3"
N=35
N=50/3"
24
8
12
105 54
28
39
19
14
15
35
14
24
72
81
2.7 1.0
Clay - Fat with Sand, dark brown (CH)
w/roots
Clay - Lean with Sand, brown (CL)
w/limestone gravel
- Sandy, brown (CL)
(shaley)
- with Sand, gray (CL)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B21
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=4.5+
P=4.0
P=4.5+
N=50/3"
N=50/1"
N=50/5"
21 107 41 17 24 73 1.4 0.7
Clay - Lean with Sand, brown (CL)
w/calcareous
(shaley)
- Lean, gray (CL)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B22
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=4.5+
P=4.5+
P=4.5+
N=22
N=50/1"
N=50/5"
21
12
109 35
42
21
19
14
23
77
87
1.7 0.9
Clay - Fat, Sandy, dark brown (CH)
w/roots
Clay - Lean with Sand, brown (CL)
w/calcareous
w/limestone gravel
(shaley)
- Lean, gray (CL)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B23
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=2.0
P=2.25
P=2.25
P=2.75
N=50/5"
N=50/1"
26
11
6
97
121
61
32
22
22
18
14
39
14
8
67
75
40
1.3
2.7
1.0
1.3
Clay - Fat, Sandy, dark brown (CH)
Clay - Lean with Sand, brown (CL)
w/calcareous
- Lean, Sandy, brown (CL)
w/limestone layers
Clayey Sand - gray (SC)
w/limestone gravel
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B24
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 13ft.
0
3
6
9
12
15
18
21
P=4.5+
N=12
P=1.5
N=45
N=50/5"
N=50/1"
19 112 35 15 20 87 1.6 2.3
Clay - Fat, dark brown (CH)
w/heavy limestone gravel
Clay - Lean, brown (CL)
w/limestone layers
- with Sand, brown (CL)
(shaley)
Clayey Sand - gray (SC)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B25
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=1.5
P=1.5
N=50/4"
N=37
N=50/5"
N=50/2"
N=50/3"
11
11
44
31
16
19
28
12
28
49
Clay - Lean with Sand, Brown (CL)
w/roots
Gravel - Clayey with Sand, brown (GC)
Clayey Sand - brown (SC)
w/heavy limestone gravel
Clay - Lean, Sandy, gray (CL)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B26
PROJECT NO.:W-191001
DATE:2/4/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 6ft.
0
3
6
9
12
15
18
21
P=4.5+
P=4.5+
P=4.5+
P=4.5+
P=3.25
N=50/4"
11
12
116 35
36
15
17
20
19
55
55
2.3 1.1
Clay - Lean, Sandy, brown (CL)
w/limestone gravel
(possible fill)
- w/heavy limestone gravel
- yellowish brown (CL)
w/limestone gravel
- brown (CL)
w/limestone layers
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B27
PROJECT NO.:W-191001
DATE:2/4/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
N=45
N=20
N=44
N=50/4"
14
12 120
61
42
19
17
42
25
52
74 4.8 1.6
Clay - Fat, Gravelly with Sand, dark brown (CH)
Clay - Lean with Sand, brown (CL)
w/limestone gravel
- Lean, Sandy, gray (CL)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B28
PROJECT NO.:W-191001
DATE:2/4/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=2.75
N=50/3"
N=50/1"
N=50/4"
N=50/1"
N=50/1"
12
16
110 37
53
17
18
20
35
28
82
1.3 1.2
Gravel - Clayey with Sand, dark brown (GC)
w/roots
Clay - Lean, Sandy, brown (CL)
w/heavy limestone gravel
(shaley)
Clay - Fat with Sand, brown (CH)
(shaley)
Clayey Sand - gray (SC)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B29
PROJECT NO.:W-191001
DATE:2/4/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=1.0
P=1.0
P=3.5
P=2.25
P=3.75
N=50/3"
N=50/0"
22
20
6
97
111
44
59
33
17
19
14
27
40
19
76
87
35
1.2
3.1
0.8
0.8
Clay - Lean with Sand, dark brown (CL)
w/some limestone gravel
- brown (CL)
w/limestone gravel
Clay - Fat, Brown (CH)
- with Sand, brown (CH)
(shaley)
Clayey Sand - gray (SC)
w/limestone gravel
Boring Terminated at 20ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B30
PROJECT NO.:W-191001
DATE:2/4/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 8ft.
0
3
6
9
12
15
18
21
P=1.5
P=2.0
P=4.0
N=13
N=36
N=50/5"
20
19
116 40
65
16
24
24
41
58
75
1.1 1.4
Clay - Lean with Sand, dark brown (CL)
w/roots
- Sandy, brown (CL)
w/limestone gravel
Clay - Fat with Sand, brown (CH)
w/some limestone gravel
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B31
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 14.5ft.
0
3
6
9
12
15
18
21
P=3.0
P=2.5
P=4.0
N=58
P=4.5+
P=4.5+
22
25
109
108
53
59
18
20
35
39
92
88
2.0
5.0
0.6
0.9
Clay - Fat, dark brown (CH)
w/roots
- brown (CH)
w/calcareous
Clay - Lean with Sand, brown (CL)
Clay - Fat, brown (CH)
w/some limestone gravel
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B32
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
Encountered at 8ft. After 48 hrs at 4ft. Caved at 8.5ft.
0
3
6
9
12
15
18
21
P=4.5+
P=4.5+
P=4.5+
N=42
N=38
P=4.5+
13
22
117
101 47 19 28
55
84
2.8
4.8
1.5
0.8
clay - Lean with Sand, dark brown (CL)
w/roots
- Lean, Sandy, brown (CL)
w/heavy limestone gravel
- Lean with Sand, brown (CL)
w/some limestone gravel
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B33
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
0
3
6
9
12
15
18
21
P=3.25
P=4.5
P=2.75
N=50/2"
N=50/5"
N=50/4"
25
9
102 58
36
20
16
38
20
88
40
3.8 0.6
Clay - Fat, dark brown (CH)
w/roots
Clay - Lean with Sand, brown (CL)
w/limestone gravel
Clayey Sand - brown (SC)
w/heavy limestone gravel
(shaley)
Clay - Fat, gray (CH)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B34
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B35
PROJECT NO.:W-191001
DATE:
CLIENT:Gold Creek Homes SURFACE ELEV.:
LAB. NO.:
Steel Tube Sample REMARKS:
Did not drill, area too wet, rig sinking.
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :
GROUNDWATER INFORMATION:
0
3
6
9
12
15
18
21
P=1.25
N=50/5"
N=7
P=2.0
P=3.0
N=50/4"
N=50/3"
30
17
96
114
55
42
18
16
37
26
83
55
1.5
1.7
1.3
0.9
Clay - Fat with Sand, dark brown (CH)
w/roots
Clay - Lean, Sandy, yellowish brown (CL)
w/heavy limestone gravel
- w/calcareous
- with Sand, brown (CL)
(shaley)
- Lean, gray (CL)
(shaley)
Boring Terminated at 15ft.
Log of Boring
PROJECT:5050 Azle Ave
Ft. Worth, TX
BORING NO.:B36
PROJECT NO.:W-191001
DATE:2/2/19
CLIENT:Gold Creek Homes SURFACE ELEV.:N/A
LAB. NO.:
Steel Tube Sample REMARKS:
Split Spoon Sample
Disturbed SampleDEPTH (FEET)FIELD DATA
SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA
DRY DENSITYpounds/ft.3Liquid LimitAtterberg
Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM
DRILLING METHOD(S) :Dry Auger
GROUNDWATER INFORMATION:
None
1. Exploratory borings were drilled on 1/3/17 using a
4-inch diameter continuous flight power auger.
2. No free water was encountered at the time of drilling or
when re-checked the following day.
3. Boring locations were taped from existing features and
elevations extrapolated from the final design schematic plan.
4. These logs are subject to the limitations, conclusions, and
recommendations in this report.
5. Results of tests conducted on samples recovered are reported
on the logs.
Notes:
Symbol Description
Strata symbols
Low plasticity
clay
High plasticity
clay
Poorly graded clayey
silty sand
Clayey sand
Soil Samplers
Steel Tube Sample
Split Spoon Sample
Disturbed Sample
KEY TO SYMBOLS
*N=Number of Blows from 140 lb. hammer falling 30”to drive a 1-3/8” ld. split barrel sample (ASTM D-1586)
Soil Grain Analysis
US Standard Sieves
6” 3” ¾” #4 #10 #40 #200
Gravel Sand Boulders Cobbles
Coarse Fine Coarse Medium Fine
Silt Clay
152 76.2 19.1 4.76 2.0 0.420 0.074 0.002
Soil Grain Size in Millimeters
ASTM D-2488
Consistency of Sands & Gravels
Consistency
Penetration
Resistance (N)*
Blows Per Foot
Very Loose 0 – 4
Loose 4 – 10
Medium Dense 10 – 30
Dense 30 – 50
Very Dense Over 50
Consistency/Strength of Clays & Silty Clays
Consistency Undrained Shear
Strength, tsf
Pocket Penetrometer
(p)
Very Soft Less than 0.125 0 – 0.5
Soft 0.125 – 0.25 0.5 – 1.0
Firm 0.25 – 0.50 1.0 – 1.75
Stiff 0.50 – 1.0 1.75 – 3.5
Very Stiff 1.0 – 2.0 3.5 – 4.5
Hard Over 2.0 Over 4.5
FIELD AND LABORATORY TESTING PROCEDURES
(TEST PROCEDURES ARE PRESENTED FOR INFORMATIONAL PURPOSES)
FIELD TESTING
A. Boring Procedure Between Samples
The borehole is extended downward, between samples, by
continuous flight, hollow or solid stem augers or by rotary drilling
techniques using bentonite drilling fluid or water.
B. Penetration Test and Split-Barrel Sampling of Soils
ASTM D-1586
This sampling method consists of driving a 2-inch outside diameter
split barrel sampler using a 140 pound hammer freely falling through a
distance of 30 inches. The sampler is first seated 6 inches into the
material to be sampled and then driven an additional 12 inches. The
number of blows required to drive the sampler the final 12 inches is
known as the Standard Penetration Resistance. Recovered samples are
first classified as to color and texture by the driller. Later, in the
laboratory, the driller’s field classification is reviewed by the soils
engineer who examines each sample.
C. Thin-Walled Tube Geotechnical Sampling
ASTM D-1587
This method consists of pushing thin walled steel tubes, usually 3
inches in diameter, into the soils to be sampled using hydraulic or other
means. Cohesive soils are usually to be sampled in this manner and
relatively undisturbed samples are recovered.
D. Soil Investigation and Sampling by Auger Borings
ASTM D-1452
This method consists of augering a hole and removing representative
soil samples from the auger flight or bit at 5 foot depth intervals or with
each change in substrata. Disturbed sampled are obtained and this
method is, therefore, limited to situations where it is satisfactory to
determine the approximate subsurface profile.
E. Diamond Core Drilling for Site Investigation
ASTM D-2113
This method consists of advancing a hole into hard strata by rotating
a single or double tube core barrel equipped with a cutting bit.
Diamond, tungsten carbide, or other cutting agents may be used for the
bit. Wash water is used to remove the cuttings and cool the bit.
Normally, a 2 inch outside diameter by 1-3/8 inch inside diameter (NX)
coring bit is used unless otherwise noted. The rock or hard material
recovered within the core barrel is examined in the field and in the
laboratory and the cores are stored in partitioned boxes. The core
recovery is the length of the material recovered and is expressed as a
percentage of the total distance penetrated.
F. Visual – Manual Soil Classification Procedure
ASTM D-2488
This procedure is a visual – manual soil classification methodology
for the description of soil for engineering purposed when precise soils
classification is not required.
LABORATORY TESTING
A. Atterberg Limits: Liquid Limit, Plastic Limit and Plasticity Index of Soils
ASTM D-4318, TEX 104-E, 105-E and 106-E
Atterberg Limits determine the soil’s plasticity characteristics. The soil’s
Plasticity Index (PI) is representative of this characteristic and is the difference
between the Liquid Limit (LL) and the Plastic Limit (PL). The LL is the
moisture content at which the soil will flow as a heavy viscous fluid. The PL is
the moisture content at which the soil begins to lose its plasticity. The test
results are presented on the boring logs adjacent to the appropriate sampling
information.
B. Particle Size Analysis of Soils
ASTM D-422 and TEX 110-E
Grain size analysis tests are performed to determine the particle size and
distribution of the samples tested. The grain size distribution of the soils coarser
than the Standard Number 200 sieve is determined by passing the sampled
through a standard set of nested sieves.
C. Laboratory Determination of Water (Moisture) Content of Soil and Rock
ASTM D-2216 and TEX 103-E
The moisture content of soil is defined as the ratio, expressed as a percentage,
of the weight of water in a given soil mass to the weight of solid particles. It is
determined by measuring the wet and oven dry weights of a soil sample. The
test results are presented on the boring logs.
D. Unconfined Compressive Strength of Cohesive Soil
ASTM D-2166
The unconfined compressive strength of soil is determined by placing a
section of an undisturbed sample into a loading frame and applying an axial load
until the sample fails in shear. The test results are presented on the boring logs
adjacent to the appropriate sampling information.
E. California Bearing Ratio (CBR) of Lab Compacted Soils
ASTM D-1883
The CBR test is performed by compacting soil in a 6 inch diameter mold at
the desired density, soaking the sample for four days under a surcharge load
approximating the pavement weight and then testing the soils in punching shear.
A 2 inch diameter piston is forced into the soil to determine the resistance to
penetration. The CBR is the ratio of the actual load required to produce 0.1
inches of penetration to that producing the same penetration in a standard
crushed stone.
F. Swell Test
ASTM D-4546
The swell test is performed by confining a 1 inch thick specimen in a 2-1/2
inch diameter stainless steel ring and loading the specimen to the approximate
overburden pressure. The test specimen is then inundated with distilled water
and allowed to swell for 48 hours. The volumetric swell is measured as a
percentage of the total volume and is converted mathematically to linear swell.
G. Compaction Tests
ASTM D-698, D-1557, TEX 113-E or 114-E
The compaction test is performed by compacting soil in a steel mold at
varying moisture contents. Layers are compacted using a hammer weight and
number of blows per layer which vary with the different test procedures. ASTM
D-698, D-1557, TEC 113-E and 114-E. The data is plotted and the maximum
weight and optimum moisture content is determined.
H. Classification of Soils for Engineering Purposes
Unified Soil Classification System, D-2487
This standard describes a system for classifying mineral and organo-mineral
soils for engineering purposes based on laboratory determination of particle-size
characteristics, liquid limit, and plasticity index and shall be used when precise
classification is required.
RECOMMENDED SPECIFICATIONS FOR PLACEMENT OF SELECT FILL
1. General
The soils engineer shall be the owners representative to control the placement of compacted fill. The soils engineer shall
approve the subgrade preparation, the fill materials, the method of placement and compaction, and shall give written
approval of the completed fill.
2. Preparation of Existing Ground
All topsoil, plants and other organic material shall be removed. The exposed surface shall be scarified, moistened if
necessary, and compacted in the manner specified for subsequent layers of fill.
3. Select Fill Material
Fill shall have a liquid limit of less than 35 and a Plasticity Index between 8 and 15. The fill shall contain no organic
material or other perishable material, and no stones larger than 6 inches. Fill material shall be approved by the soils
engineer.
4. Placing Select Fill
Fill materials shall be placed in horizontal layers not exceeding 8 inches thickness after compaction. Successive loads of
material shall be dumped so as to secure even distribution, avoiding the formation of layers of lenses of dissimilar
materials. The contractor shall route hill hauling equipment to distribute travel evenly over the fill area.
5. Compaction of Select Fill
a. Moisture Control: The moisture content of the fill material shall be distributed uniformly throughout each layer
of the material. The allowable range of moisture content during compaction shall be within plus two (+2) and
minus two (-2) percentage points of the optimum moisture content. The contractor may be directed to add
necessary moisture to the material either in the borrow area or upon the fill surface or to dry the material, as
directed by the soils engineer. The drying of cohesive soils between lifts to moisture contents less than 70% of
optimum before the placement of subsequent lifts shall be avoided or the fill reworked at the proper moisture
content.
b. Compaction: The material in each layer shall be compacted to obtain proper densities. Compaction by the
hauling equipment alone will not be considered sufficient. Structural fills, including pavement subgrade,
subbase, and base, shall be compacted to densities equivalent to the percentages of the Standard Proctor (ASTM
D-698) or Modified Proctor (ASTM D-1557) maximum dry density listed in the table below. The Texas
Department of Highways and Public Transportation Method TEX 113-E or TEX 114-E compaction test, which
varies the compactive effort with soil type, may be substituted for the Standard or Modified Proctor methods
and percentages listed in the table below.
PERCENT COMPACTION
Area
Fine Grained Soils
ASTM D-698 (Standard)
or TEX 114-E
Coarse Grained Soils
ASTM D-1557
(Modified) or TEX 113-E
Within five (5) feet of building lines, under footings, floor
slabs, slab-on-grade foundation and structures attached to
the building (i.e. walls, patios, steps)
95 95+
More than five (5) feet beyond building lines, under walks,
and fill area to be landscaped 90 90
Pavement subgrade and subbase, including lime treated
soils 95 95+
Soils classified as coarse grained soils are those with more than 50%, by weight, retained on the No. 200 Standard Sieve.
6. Comparison Testing
Field density tests for the determination of the compaction of the fill shall be performed by TSI Laboratories, Inc. in
accordance with recognized procedures for making such tests. A representative number of tests shall be made in each
compacted lift at locations selected by the soils engineer or his/her representative. For general structural and paving fills,
we suggest one test per 3,000 square feet per lift with a minimum of three tests per lift.
IMPORTANT INFORMATION
ABOUT YOUR
GEOTECHNICAL ENGINEERING REPORT
The following observations and suggestions are provided to help you
better utilize your geotechnical engineering report and to reduce
construction problems and delays related to the soil and groundwater
conditions.
REPORT IS BASED UPON SPECIFIC SITE AND PROJECT
A geotechnical report is based on a subsurface exploration conducted on
a specific site and planned using specific project information. The
project information typically includes structure size and configuration,
type of construction, and general location on the site. Limitations, such
as existing buildings or utilities, specific foundation requirements for
structures, budget limitations, and the level of risk assumed by the client
may affect the scope of the exploration.
Since the report applies to a specific structure and site, the geotechnical
report should not be used in the following circumstances unless the
geotechnical engineer has reviewed the changes and concurs in the use
of the report.
• When the nature of the proposed structure is changed, such
as an office building instead of a warehouse or parking
garage, or a refrigerated warehouse instead of one which is
not refrigerated
• When the size, configuration, or floor elevations is changed
• When the location of the structure on the site is changed
• When there is a change of ownership
FINDINGS ARE PROFESSIONAL ESTIMATES
The actual subsurface conditions are determined only at the boring
locations and only at the time the samples are taken. The information is
extrapolated by the geotechnical engineer who then renders professional
opinions regarding the characteristics of the subsurface materials, the
behavior of the soils during construction, and appropriate foundation
designs. No exploration, however complete, can be assured of sampling
the entire range of soil conditions. The soils may vary between or
beyond the borings and stratum transitions may be more gradual or
more abrupt, and all types of oils and rock existing on the site may not
be found in the borings. The geotechnical engineer is often retained
during construction to evaluate variances and recommend solutions to
problems encountered on the site.
SUBSURFACE CONDITIONS CAN CHANGE
Grading operations on or close to the site, floods, groundwater fluctuations,
utility construction, and utility leaks are among the events that can change the
subsurface conditions. The geotechnical engineer should e kept apprised of such
events.
GEOTECHNICAL SERVICES ARE PERFORMED
FOR SPECIFIC PURPOSES AND PERSONS
A geotechnical report may have been made to evaluate foundation alternatives
only, for preliminary site evaluation, or for other limited purposes. The
exploration may also have been limited by the direction of the client, budget
limitations, or the level of risk assumed by the client. Therefore, no one other
than the original client should use the report for its intended purpose or other
purposes without conferring with the geotechnical engineer.
GEOTECHNICAL REPORTS ARE SUBJECT TO
MISINTERPRETATION
Geotechnical reports are based on the project information available at the time
the report was made and the judgment and opinions of the geotechnical
engineer. This specialized information is subject to misinterpretation by other
design professionals, contractors and owners. The geotechnical engineer should
be retained during the design process to interpret the recommendations and
review the adequacy of the plans and specifications relative to geotechnical
issues. The boring logs should no be separated from the geotechnical report,
but, rather the entire report should be made available to the contractors and
others needing this information.