IFB 7154 - McKinney Street Phase II - Spec Book, Pricing Sheet, Plans, etc.Adopted September 2018
City of Denton
Standard Construction Specification
Documents
00 00 00 - 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 2
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
SECTION 000000
TABLE OF CONTENTS
Division 00 - General Conditions
00 05 10 Construction Contract Ordinance
00 05 15 Addenda
00 11 13 Invitation to Bidders
00 21 13 Instructions to Bidders
00 35 13 Conflict of Interest Affidavit
00 41 00 Bid Form
00 42 43 Proposal Form Unit Price
00 43 13 Bid Bond
00 43 36 Proposed Subcontractors Form
00 43 37 Vendor Compliance to State Law Nonresident Bidder
00 45 13 Bidder’s Minimum Qualification Statement
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 43 Corporate Resolution of Authorizing Signatories
00 52 43 Agreement
00 61 13 Performance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certificate of Insurance
00 72 00 General Conditions
00 73 00 Supplementary Conditions
00 73 73 Form 1295 – Certificate of Interested Parties
Division 01 - General Requirements
01 11 00 Summary of Work
01 25 00 Substitution Procedures
01 31 19 Preconstruction Meeting
01 31 20 Project Meetings
01 32 16 Construction Progress Schedule
01 32 33 Preconstruction Video
01 33 00 Submittals
01 35 13 Special Project Procedures
01 45 23 Testing and Inspection Services
01 50 00 Temporary Facilities and Controls
01 57 13 Storm Water Pollution Prevention Plan
01 58 13 Temporary Project Signage
01 60 00 Product Requirements
01 66 00 Product Storage and Handling Requirements
01 70 00 Mobilization and Remobilization
01 71 23 Construction Staking and Survey
01 74 23 Cleaning
01 77 19 Closeout Requirements
01 78 23 Operation and Maintenance Data
01 78 39 Project Record Documents
00 00 00 - 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 2
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
TECHNICAL SPECIFICATIONS
Contractor shall refer to the following documents for Technical Specifications, unless otherwise
noted in the contract documents:
North Central Texas Council of Governments Standard Specifications for Public Works
Construction – Fourth Edition, Divisions 200-800 (incorporated by reference)
North Central Texas Council of Governments Standard Specifications for Public Works
Construction – Fourth Edition, Divisions 200-800 – Amendments
Texas Department of Transportation – Standard Specifications for Construction and
Maintenance of Highways, Streets and Bridges – November 1, 2014
Special Contract Requirements and Bid Item Definition
Appendix
Appendix A Terracon – Geotechnical Report
Appendix B Terracon - Soil Management Plan – July 29, 2019
Appendix C USACE-Nationwide Permit Requirements – September 5, 2019
END OF SECTION
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00 11 13 - 1
INVITATION TO BIDDERS
Page 1 of 2
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
SECTION 00 11 131
INVITATION TO BIDDERS2
RECEIPT OF BIDS3
Sealed bids for the construction of McKinney Street Phase Two will be received by the City of 4
Denton Purchasing Office:5
6
City of Denton7
Purchasing Division8
901-B Texas Street9
Denton, Texas 7620910
940-349-710011
12
until 11:00 A.M. D/CST, Thursday, October 31, 2019, and bids will be opened publicly and read 13
aloud at 11:05 AM D/CST in the Purchasing Conference Room, 2nd Floor, 901-B Texas Street.14
15
GENERAL DESCRIPTION OF WORK16
The major work will consist of the (approximate) following: Traffic Control, Paving, Drainage, 17
Sidewalks, Erosion Control, Street Lights, Traffic Signals, Pavement Markings, Signing, Water 18
and Sanitary Sewer Improvements.19
20
“CONTRACTOR IS TO MOBILIZE EQUIPMENT AND ESTABLISH PROJECT LIMIT 21
SIGNS BY 12/12/2019”22
23
DOCUMENT EXAMINATION AND PROCUREMENTS24
The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 25
of Denton’s Purchasing Division website at:26
27
https://dentontx.ionwave.net/CurrentSourcingEvents.aspx28
29
The Contract Documents may be downloaded, viewed, and printed by interested contractors 30
and/or suppliers.Any contractor wanting to bid on this project will have to be registered in 31
Ion Wave. The contractor is required to fill out the Certificate of Interested Parties Form 32
1295 and the form must be submitted to the Project Manager before the contract will be 33
presented to the City Council. The form can be obtained at 34
https://www.ethics.state.tx.us/tec/1295-Info.htm .35
36
PREBID CONFERENCE37
A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 38
BIDDERS at the following location, date, and time:39
DATE:Thursday, October 17, 201940
TIME:11:00 AM CST41
PLACE:901-B Texas Street42
Denton, Texas 7620943
LOCATION:City of Denton Purchasing Conference Room44
45
PREBID WALKTHROUGH46
After the prebid conference, interested parties may reconvene at the parking lot of the 7-11 Store 47
on the southeast corner of Loop 288 and McKinney Street, immediately thereafter at 48
approximately 12:00 PM CST for a walkthrough of the project site.49
00 11 13 - 2
INVITATION TO BIDDERS
Page 2 of 2
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
QUESTIONS RELATED TO BID1
All questions relating to the meaning or intent of the Bidding Documents must be received at or 2
before 2 PM, Tuesday October 22nd via City of Denton’s Ion Wave website: 3
4
https://dentontx.ionwave.net/CurrentSourcingEvents.aspx5
6
CITY'S RIGHT TO ACCEPT OR REJECT BIDS7
City reserves the right to waive irregularities and to accept or reject bids.8
9
INQUIRIES10
All inquiries relative to this procurement should be addressed to the following:11
Attn: Laura Hermosillo, City of Denton12
Email:Laura.Hermosillo@cityofdenton.com13
Phone: (940) 349-710014
15
ADVERTISEMENT DATES16
September 23, 201917
September 30, 201918
END OF SECTION19
00 21 13 - 1
INSTRUCTIONS TO BIDDERS
Page 1 of 10
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
SECTION 00 21 131
INSTRUCTIONS TO BIDDERS2
1. Defined Terms3
4
1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 5
00 72 00 - GENERAL CONDITIONS.6
7
1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 8
meanings indicated below which are applicable to both the singular and plural 9
thereof.10
11
1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 12
directly through a duly authorized representative, submitting a bid for performing 13
the work contemplated under the Contract Documents.14
15
1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 16
corporation acting directly through a duly authorized representative, submitting a 17
bid for performing the work contemplated under the Contract Documents whose 18
principal place of business is not in the State of Texas.19
20
1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21
(on the basis of City's evaluation as hereinafter provided) makes an award.22
23
1.2.4. Purchasing Agent: City designated representative to assist in solicitation of bids 24
from vendors for City contracts.25
26
2. Copies of Bidding Documents27
28
2.1. Neither City nor Engineer shall assume any responsibility for errors or 29
misinterpretations resulting from the Bidders use of incomplete sets of Bidding 30
Documents.31
32
2.2. City and Engineer in making Bidding Documents available do so only for the purpose 33
of obtaining Bids for the Work and do not authorize or confer a license or grant for 34
any other use.35
36
3. Minimum Qualifications37
38
3.1. The following minimum requirements must be demonstrated in order for the 39
submission to be considered responsive. The form can be found in Section 00 45 13 –40
Bidder’s Minimum Qualification Statement.41
42
3.1.1. Bidder shall provide documentation demonstrating three (3) years minimum 43
experience providing services similar to those indicated in Section 00 11 13 –44
Invitation to Bidders.45
46
3.1.2.Bidder shall provide documentation of three (3) references from governmental 47
entities for which Bidder has performed similar services to those indicated in 48
Section 00 11 13 – Invitation to Bidders.49
00 21 13 - 2
INSTRUCTIONS TO BIDDERS
Page 2 of 10
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
1
3.1.3.Bidder shall fill out provided safety record questionnaire.2
3
4.Prequalification of Bidders (Prime Contractors and Subcontractors)4
4.1. Special qualifications required for this project include the following:5
6
4.1.1.Firm experience of at least 10 years in the construction of roadway projects, 7
including detailed information on prior project experience with the City of Denton 8
as applicable. 9
10
4.1.2.Firm experience in the construction of at least 3 separate roadway projects 11
successfully completed which were similar in scope to at least a 4 lane divided 12
roadway or larger. 13
14
4.1.3.Firm experience in the construction of at least 3 roadway projects each with a 15
contract value of at least $4,000,000 within the last 5 years. 16
17
4.1.4.Contractor shall have completed 3 projects within the last 10 years within the 18
allotted contract time. 19
20
4.1.5.Financial capability to prosecute the work as supported by an audited financial 21
statement for the previous year if requested. 22
23
4.1.6.Contractor shall not have been involved with liquidated damage or litigations in the 24
amount of $100,000 or more within the last 5 years. 25
26
4.1.7.Prime contractor must provide a project manager to the project with at least 10 27
years of roadway construction experience.28
29
5. Examination of Bidding and Contract Documents, Other Related Data, and Site30
31
5.1. Before submitting a Bid, each Bidder shall:32
33
5.1.1. Examine and carefully study the Contract Documents and other related data 34
identified in the Bidding Documents (including "technical data" referred to in 35
Paragraph 4.2. below). No information given by City or any representative of the 36
City other than that contained in the Contract Documents and officially 37
promulgated addenda thereto, shall be binding upon the City.38
39
5.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 40
site conditions that may affect cost, progress, performance or furnishing of the 41
Work.42
43
5.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 44
progress, performance or furnishing of the Work.45
46
00 21 13 - 3
INSTRUCTIONS TO BIDDERS
Page 3 of 10
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
5.1.4.Study all: (i) reports of explorations and tests of subsurface conditions at or 1
contiguous to the Site and all drawings of physical conditions relating to existing 2
surface or subsurface structures at the Site (except Underground Facilities) that 3
have been identified in the Contract Documents as containing reliable "technical 4
data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 5
at the Site that have been identified in the Contract Documents as containing 6
reliable "technical data."7
8
5.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 9
the information which the City will furnish. All additional information and data 10
which the City will supply after promulgation of the formal Contract Documents11
shall be issued in the form of written addenda and shall become part of the Contract 12
Documents just as though such addenda were actually written into the original 13
Contract Documents. No information given by the City other than that contained in 14
the Contract Documents and officially promulgated addenda thereto, shall be 15
binding upon the City.16
17
5.1.6. Perform independent research, investigations, tests, borings, and such other means 18
as may be necessary to gain a complete knowledge of the conditions which will be 19
encountered during the construction of the project. On request, City may provide 20
each Bidder access to the site to conduct such examinations, investigations, 21
explorations, tests and studies as each Bidder deems necessary for submission of a 22
Bid. Bidder must fill all holes and clean up and restore the site to its former 23
conditions upon completion of such explorations, investigations, tests and studies.24
25
5.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 26
cost of doing the Work, time required for its completion, and obtain all information 27
required to make a proposal. Bidders shall rely exclusively and solely upon their 28
own estimates, investigation, research, tests, explorations, and other data which are 29
necessary for full and complete information upon which the proposal is to be based. 30
It is understood that the submission of a proposal is prima-facie evidence that the 31
Bidder has made the investigation, examinations and tests herein required. Claims 32
for additional compensation due to variations between conditions actually 33
encountered in construction and as indicated in the Contract Documents will not be 34
allowed.35
36
5.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 37
between the Contract Documents and such other related documents. The Contractor 38
shall not take advantage of any gross error or omission in the Contract Documents, 39
and the City shall be permitted to make such corrections or interpretations as may 40
be deemed necessary for fulfillment of the intent of the Contract Documents.41
42
5.2. Reference is made to Section 00 73 00 – Supplementary Conditions for identification 43
of:44
45
5.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 46
the site which have been utilized by City in preparation of the Contract Documents. 47
The logs of Soil Borings, if any, on the plans are for general information only. 48
Neither the City nor the Engineer guarantee that the data shown is representative of 49
conditions which actually exist.50
51
00 21 13 - 4
INSTRUCTIONS TO BIDDERS
Page 4 of 10
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
5.2.2. those drawings of physical conditions in or relating to existing surface and 1
subsurface structures (except Underground Facilities) which are at or contiguous to 2
the site that have been utilized by City in preparation of the Contract Documents.3
4
5.2.3. copies of such reports and drawings will be made available by City to any Bidder 5
on request. Those reports and drawings may not be part of the Contract 6
Documents, but the "technical data" contained therein upon which Bidder is entitled 7
to rely as provided in Paragraph 4.02. of the General Conditions has been identified 8
and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 9
responsible for any interpretation or conclusion drawn from any "technical data" or 10
any other data, interpretations, opinions or information.11
12
5.3. The submission of a Bid will constitute an incontrovertible representation by Bidder 13
(i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that 14
without exception the Bid is premised upon performing and furnishing the Work 15
required by the Contract Documents and applying the specific means, methods, 16
techniques, sequences or procedures of construction (if any) that may be shown or 17
indicated or expressly required by the Contract Documents, (iii) that Bidder has given 18
City written notice of all conflicts, errors, ambiguities and discrepancies in the 19
Contract Documents and the written resolutions thereof by City are acceptable to 20
Bidder, and when said conflicts, etc., have not been resolved through the 21
interpretations by City as described in Paragraph 6., and (iv) that the Contract 22
Documents are generally sufficient to indicate and convey understanding of all terms 23
and conditions for performing and furnishing the Work.24
25
5.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, 26
Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive 27
Material covered by Paragraph 4.06. of the General Conditions, unless specifically 28
identified in the Contract Documents.29
30
5.5. The Bidder acknowledges and agrees to comply with the requirements of City Ethics 31
Ordinance No. 18-157.32
33
6. Availability of Lands for Work, Etc.34
35
6.1. The lands upon which the Work is to be performed, rights-of-way and easements for 36
access thereto and other lands designated for use by Contractor in performing the37
Work are identified in the Contract Documents. All additional lands and access 38
thereto required for temporary construction facilities, construction equipment or 39
storage of materials and equipment to be incorporated in the Work are to be obtained 40
and paid for by Contractor. Easements for permanent structures or permanent 41
changes in existing facilities are to be obtained and paid for by City unless otherwise 42
provided in the Contract Documents.43
44
6.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are 45
listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the 46
necessary right-of-way, easements, and/or permits are not obtained, the City reserves 47
the right to cancel the award of contract at any time before the Bidder begins any 48
construction work on the project.49
50
00 21 13 - 5
INSTRUCTIONS TO BIDDERS
Page 5 of 10
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
6.3. The Bidder shall be prepared to commence construction without all executed right-1
of-way, easements, and/or permits, and shall submit a schedule to the City of how 2
construction will proceed in the other areas of the project that do not require permits 3
and/or easements.4
5
7. Interpretations and Addenda6
7
7.1. All questions about the meaning or intent of the Bidding Documents are to be sent via 8
City of Denton’s Ion Wave website: 9
10
https://dentontx.ionwave.net/CurrentSourcingEvents.aspx11
12
on or before 2 p.m., Tuesday October 22, 2019. Questions received after this day 13
WILL NOT be responded to. Interpretations or clarifications considered necessary 14
by City in response to such questions will be issued through Ion Wave. Only 15
questions answered through Ion Wave will be binding. Oral and other interpretations 16
or clarifications will be without legal effect.17
18
Address questions to:19
20
City of Denton21
901-B Texas Street22
Denton, TX 7620923
Attn: Laura Hermosillo, Purchasing Division24
25
Email:Laura.Hermosillo@cityofdenton.com26
Phone: (940) 349-710027
28
7.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable 29
by City.30
31
7.3. Addenda or clarifications may be posted via Ion Wave:32
33
https://dentontx.ionwave.net/CurrentSourcingEvents.aspx34
35
7.4. A prebid conference may be held at the time and place indicated in the Advertisement 36
or INVITATION TO BIDDERS. Representatives of City will be present to discuss 37
the Project. Bidders are encouraged to attend and participate in the conference. City 38
will transmit to all prospective Bidders of record such Addenda as City considers 39
necessary in response to questions arising at the conference. Oral statements may not 40
be relied upon and will not be binding or legally effective.41
42
8. Bid Security43
44
8.1. Each Bid for projects over $100,000, must be accompanied by Bid Bond made 45
payable to City in an amount of five (5) percent of Bidder's maximum Bid price on 46
form attached,issued by a surety meeting the requirements of Paragraphs 5.01 of the 47
General Conditions, and in accordance with Texas Local Government Code 262.032.48
49
00 21 13 - 6
INSTRUCTIONS TO BIDDERS
Page 6 of 10
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
8.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of 1
Award have been satisfied. If the Successful Bidder fails to execute and deliver the 2
complete Agreement within 10 days after the Notice of Award, City may consider 3
Bidder to be in default, rescind the Notice of Award, and the Bid Bond of that Bidder 4
will be forfeited. Such forfeiture shall be City's exclusive remedy if Bidder defaults. 5
The Bid Bond of all other Bidders whom City believes to have a reasonable chance of 6
receiving the award will be retained by City until final contract execution. 7
8
9. Contract Times9
The number of days within which, or the dates by which, Milestones are to be achieved in 10
accordance with the General Requirements and the Work is to be completed and ready for 11
Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 12
attached Bid Form.13
14
10. Liquidated Damages15
Provisions for liquidated damages are set forth in the Agreement.16
17
11. Substitute and "Or-Equal" Items18
The Contract, if awarded, will be on the basis of materials and equipment described in the 19
Bidding Documents without consideration of possible substitute or "or-equal" items. 20
Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or-21
equal" item of material or equipment may be furnished or used by Contractor if acceptable to 22
City, application for such acceptance will not be considered by City until after the Effective 23
Date of the Agreement. The procedure for submission of any such application by Contractor24
and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 25
Conditions and is supplemented in Section 01 25 00 of the General Requirements.26
27
12. Subcontractors, Suppliers and Others28
29
12.1. No Contractor shall be required to employ any Subcontractor, Supplier, other person 30
or organization against whom Contractor has reasonable objection.31
32
13. Bid Form33
34
13.1. The Bid Form is included with the Bidding Documents; additional copies may be 35
obtained from the City.36
37
13.2. All blanks on the Bid Form must be completed and the Bid Form signed. Erasures or 38
alterations shall be initialed by the person signing the Bid Form. A Bid price shall be 39
indicated for each Bid item, alternative, and unit price item listed therein. In the case 40
of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may 41
be entered. Bidder shall state the prices for which the Bidder proposes to do the work 42
contemplated or furnish materials required. If handwritten, all prices shall be written 43
legibly. In case of discrepancy between price in written/typed words and the price in 44
written/typed numerals, the price in written/typed words shall govern.45
46
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00 21 13 - 7
INSTRUCTIONS TO BIDDERS
Page 7 of 10
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
13.3. Bids by corporations shall be executed in the corporate name by the president or a 1
vice-president or other corporate officer accompanied by evidence of authority to 2
sign, as provided herein, Section 00 45 43 – Corporate Resolution of Authorizing3
Signatories. The corporate address and state of incorporation shall be shown below 4
the signature.5
6
13.4. Bids by partnerships shall be executed in the partnership name and signed by a 7
partner, whose title must appear under the signature accompanied by evidence of 8
authority to sign. The official address of the partnership shall be shown below the 9
signature.10
11
13.5. Bids by limited liability companies shall be executed in the name of the firm by a 12
member and accompanied by evidence of authority to sign. The state of formation of 13
the firm and the official address of the firm shall be shown.14
15
13.6. Bids by individuals shall show the Bidder's name and official address.16
17
13.7. Bids by joint ventures shall be executed by each joint venturer in the manner 18
indicated on the Bid Form. The official address of the joint venture shall be shown.19
20
13.8. All names shall be typed below the signature.21
22
13.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 23
which shall be filled in on the Bid Form.24
25
13.10. Postal and e-mail addresses and telephone number for communications regarding the 26
Bid shall be shown.27
28
13.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 29
Texas shall be provided in accordance with Section 00 43 37 – Vendor Compliance 30
to State Law Non Resident Bidder.31
32
14. Submission of Bids33
34
14.1. Bids may be submitted electronically through Ion Wave or by hard copy.Any35
contractor wanting to bid on this project must be registered in Ion Wave.36
37
https://dentontx.ionwave.net/CurrentSourcingEvents.aspx38
39
40
14.2. Hard copies of bid bonds shall be submitted for both electronic and hard copy 41
submissions. Bonds must be submitted in a sealed envelope before the due date and 42
time as indicated in Section 00 11 13 – Invitation to Bidders.43
44
00 21 13 - 8
INSTRUCTIONS TO BIDDERS
Page 8 of 10
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
14.3. Bids shall be submitted on the prescribed Bid Form, provided with the Bidding 1
Documents, at the time and place indicated in the Advertisement or INVITATION 2
TO BIDDERS, and shall be enclosed in an opaque sealed envelope, marked with the 3
Bid Number, Project title, the name and address of Bidder, and accompanied by the 4
Bid security and other required documents, as indicated in Section 00 41 00 – Bid 5
Form. If the Bid is sent through the mail or other delivery system, the sealed 6
envelope shall be enclosed in a separate envelope with the notation "BID 7
ENCLOSED" on the face of it. Hard copy submissions shall also include a flash 8
drive, containing a complete copy of the response, and be addressed as follows:9
10
City of Denton11
901-B Texas Street12
Denton, TX 7620913
Attn: Materials Management/Purchasing Division,14
BID NUMBER 7154,McKinney Street Phase Two15
15. Modification and Withdrawal of Bids16
17
15.1. Bids addressed to the Purchasing Agent and filed with the Purchasing Division as18
well as bids submitted via Ion Wave may be withdrawn prior to the time set for bid 19
opening. A request for withdrawal must be made in writing by an appropriate 20
document duly executed in the manner that a Bid must be executed and delivered to 21
the place where Bids are to be submitted at any time prior to the opening of Bids. 22
After all Bids not requested for withdrawal are opened and publicly read aloud, the 23
Bids for which a withdrawal request has been properly filed may, at the option of the 24
City, be returned unopened.25
26
15.2. Bidders may modify their Bid by electronic communication at any time prior to the 27
time set for the closing of Bid receipt via Ion Wave.28
29
16. Opening of Bids30
Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 31
abstract of the amounts of the base Bids and major alternates (if any) will be made available 32
to Bidders after the opening of Bids.33
34
17. Bids to Remain Subject to Acceptance35
All Bids will remain subject to acceptance for the time period specified for Notice of Award 36
and execution and delivery of a complete Agreement by Successful Bidder. City may, at 37
City's sole discretion, release any Bid and nullify the Bid security prior to that date.38
39
40
41
42
43
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00 21 13 - 9
INSTRUCTIONS TO BIDDERS
Page 9 of 10
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
18. Evaluation of Bids and Award of Contract1
2
18.1. City reserves the right to reject any or all Bids, including without limitation the rights 3
to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 4
and to reject the Bid of any Bidder if City believes that it would not be in the best 5
interest of the Project to make an award to that Bidder, whether because the Bid is 6
not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 7
meet any other pertinent standard or criteria established by City. City also reserves 8
the right to waive informalities not involving price, contract time or changes in the 9
Work with the Successful Bidder. Discrepancies between the multiplication of units 10
of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 11
between the indicated sum of any column of figures and the correct sum thereof will 12
be resolved in favor of the correct sum. Discrepancies between words and figures 13
will be resolved in favor of the words.14
15
18.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 16
among the Bidders, Bidder is an interested party to any litigation against City, 17
City or Bidder may have a claim against the other or be engaged in litigation, 18
Bidder is in arrears on any existing contract or has defaulted on a previous 19
contract, Bidder has performed a prior contract in an unsatisfactory manner, or 20
Bidder has uncompleted work which in the judgment of the City will prevent or 21
hinder the prompt completion of additional work if awarded.22
23
18.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 24
other persons and organizations proposed for those portions of the Work as to which 25
the identity of Subcontractors, Suppliers, and other persons and organizations must 26
be submitted as provided in the Contract Documents or upon the request of the City. 27
City also may consider the operating costs, maintenance requirements, performance 28
data and guarantees of major items of materials and equipment proposed for 29
incorporation in the Work when such data is required to be submitted prior to the 30
Notice of Award.31
32
18.3. City may conduct such investigations as City deems necessary to assist in the 33
evaluation of any Bid and to establish the responsibility, qualifications, and financial 34
ability of Bidders, proposed Subcontractors, Suppliers and other persons and 35
organizations to perform and furnish the Work in accordance with the Contract 36
Documents to City's satisfaction within the prescribed time.37
38
18.4. Contractor shall perform with his own organization, work of a value not less than 39
35% of the value embraced on the Contract, unless otherwise approved by the City.40
Contractor shall complete and submit Section 00 43 36 – Proposed Subcontractors 41
Form.42
43
18.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 44
responsive Bidder whose evaluation by City indicates that the award will be in the 45
best interests of the City. The lowest responsible bid is the sum of the Base Bid plus 46
the Alternate Bid.47
48
00 21 13 - 10
INSTRUCTIONS TO BIDDERS
Page 10 of 10
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
18.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 1
contract to a Nonresident Bidder unless the Nonresident Bidder’s bid is lower than 2
the lowest bid submitted by a responsible Texas Bidder by the same amount that a 3
Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 4
comparable contract in the state in which the nonresident’s principal place of 5
business is located.6
7
18.7. A contract is not awarded until formal City Council authorization. If the Contract is 8
to be awarded, City will award the Base Bid of the Contract within 120 days after the 9
day of the Bid opening unless extended in writing. The Alternate Bid of the Contract 10
may receive a Notice to Proceed within 240 days after the Bid opening unless 11
extended in writing. No other act of City or others will constitute acceptance of a 12
Bid. Upon the contractor award a Notice of Award will be issued by the City. 13
14
18.8. Failure or refusal to comply with the requirements may result in rejection of Bid.15
16
18.9. Contractor is required to fill out the Certificate of Interested Parties Form 1295 and 17
the form must be submitted to the City Project Manager before the contract will be 18
presented to the City Council. The form can be obtained at 19
https://www.ethics.state.tx.us/tec/1295-Info.htm.20
21
19. Signing of Agreement22
When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 23
required number of unsigned counterparts of the Agreement. Within 14 days thereafter24
Contractor shall sign and deliver the required number of counterparts of the Agreement to 25
City with the required Bonds, Certificates of Insurance, and all other required documentation. 26
City shall thereafter deliver one fully signed counterpart to Contractor.27
20.1. The City of Denton qualifies for sales tax exemption pursuant to the provisions of 28
Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act. Any 29
Contractor performing work under this contract for the City of Denton may purchase 30
materials and supplies and rent or lease equipment sales tax free. This is 31
accomplished by issuing exemption certificates to suppliers. Certificates must 32
comply with State Comptroller’s ruling #95-0.07 and #95-0.09.33
20.2. Said taxes shall not be included in the Contract Price. Refer to Supplementary 34
Conditions SC 6.10. for additional information.35
END OF SECTION36
!
! "# $ %&'% !( '% )
*# ' +%& & '! (' %'$ ") ,-.- / 0 12 !-0 !#%'
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+%!& . 45,!% )+)1'&2&%)&%!%3&*% 1&*'2%"'#$!'2&%"$&*'+%!& . .45
3),% !"#$"%!&&!'2$"%(!)*,!% % '+'*"*2!&!"%'%'% )+)1'&2&%&%!%3&%)%'% &% % ($"!&""*3%'% *%%
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% *%&, !+ 3$(+2,'% %% '!!&))3!)*#$"%!&&!',"!&+2-)%'!&++$'% 5
'( + %&'% !( ++ & '"# $ ( +(' & " ! &% -
2 !+'
!""+%!&/4!%2!&+)$*!&"$(-'%"//75/2$"%(+2-)%*'+ !+',!% , 2% 1&*' "&2-)32&%'% '($"!&""
')%!&" !-"*!&*(3+%!& . 45/ +)01'&2&%* %%+ **!%!&)-"%% !" '2
8"&+""'3
"% )+)1'&2&%!+'&2*!&% !""+%!&'+!1!&')!6)3%'+!1%9()!&+2/% '% &!&1"%2&%!&+2/'2% 1&*':
;"
"% 1&*''+!1!&')!6)3%'+!1%9()!&+2/% '% &!&1"%2&%!&+2/'2'%% *!'+%!&% )+)1'&2&%!+'
&2*!&% !""+%!&
% %9()!&+2!"&%'+!1*'2% )+)1'&2&%)&%!%3:
;"
"% !)'% !"#$"%!&&!'2-)3*(3+'-'%!&'% '($"!&""&%!%3,!% '"-+%%, !+ % )+)1'&2&%!+'"'1""&
!+''*!'+%'/' )*"&,&'" !-&-'+&%'2':
;"
"+'!(+ 2-)32&%'($"!&""&*2!)3')%!&" !-,!% % )+)1'&2&%!+'&2*!&% !""+%!&
2
' +% & + &% -
!&%$'1&*'*!&($"!&"",!% % 1'&2&%)&%!%3 %
00 41 00 - 1 BID FORM
Page 1 of 4
CITY OF DENTON IFB # 7154 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005 Revised September 20, 2018
SECTION 00 41 00 1
BID FORM 2
TO: Laura Hermosillo 3
c/o: Purchasing Division 4 901-B Texas Street 5 Denton, Texas 76209 6 7 FOR: McKinney Street Phase Two 8 9
1 Enter Into Agreement 10 11 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with 12
City in the form included in the Bidding Documents to perform and furnish all Work as specified or 13 indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this 14 Bid and in accordance with the other terms and conditions of the Contract Documents. 15
16 2 BIDDER Acknowledgements and Certification 17 18 2.1 In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO 19 BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing 20 with the disposition of Bid Bond. 21 2.2 Bidder is aware of all costs to provide the required insurance, will do so pending contract 22 award, and will provide a valid insurance certificate meeting all requirements within 14 days of 23 notification of award. 24 2.3 Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any 25 undisclosed individual or entity and is not submitted in conformity with any collusive 26
agreement or rules of any group, association, organization, or corporation. 27 2.4 Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or 28 sham Bid. 29
2.5 Bidder has not solicited or induced any individual or entity to refrain from bidding. 30 2.6 Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for 31 the Contract. For the purposes of this Paragraph: 32
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of 33 value likely to influence the action of a public official in the bidding process. 34 35 b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to 36 influence the bidding process to the detriment of City (b) to establish Bid prices at 37 artificial non-competitive levels, or (c) to deprive City of the benefits of free and 38 open competition. 39 40 c. "collusive practice" means a scheme or arrangement between two or more Bidders, 41 with or without the knowledge of City, a purpose of which is to establish Bid prices 42 at artificial, non-competitive levels. 43 44 d. "coercive practice" means harming or threatening to harm, directly or indirectly, 45 persons or their property to influence their participation in the bidding process or 46
affect the execution of the Contract. 47 48
00 41 00 - 2 BID FORM
Page 2 of 4
CITY OF DENTON IFB # 7154 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005 Revised September 20, 2018
2.7 The Bidder acknowledges and agrees to comply with the requirements of City Ethics 1 Ordinance No. 18-757. 2 3
3 Time of Completion 4 5 3.1 “CONTRACTOR IS TO MOBILIZE EQUIPMENT AND ESTABLISH PROJECT 6 LIMIT SIGNS BY 12/12/2019” 7 8 3.2 The Work will be complete for Final Acceptance within Seven Hundred Thirty (730) Calendar 9
days after the date when the Contract Time commences to run as provided in Paragraph 2.03 of 10 the General Conditions. 11 12
3.3 The Work for “Public Trail and associated work items” will have a separate and unique Notice 13 To Proceed that will be issued within Two Hundred Forty (240) days of the initial Notice To 14 Proceed and will be complete for Final Acceptance within Three Hundred Sixty (360) calendar 15
days after the date when the Contract Time commences to run as provided in Paragraph 2.03 of 16 the General Conditions. 17 18 3.4 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure 19 to complete the Work {and/or achievement of Milestones} within the times specified in the 20 Agreement. 21 22 4 Attached to this Bid 23 24 The following documents are attached to and made a part of this Bid: 25 a. This Bid Form 26
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of 27 Paragraph 5.01 of the General Conditions. 28 c. Proposal Form Section 29
d. Vendor Compliance to State Law Non-Resident Bidder, Section 00 43 37 30 e. Conflict of Interest Affidavit, Section 00 35 13 31 f. Proposed Subcontractors Form, Section 00 43 36 32
g. Bidders Minimum Qualification Statement, Section 00 45 13 33 h. Corporate Resolution of Authorized Signatories, Section 00 45 43 34 i. Any additional documents that may be required by Section 12 of the Instructions to 35 Bidders 36 37 38 39 40 41 42 43 44 45 46
47 48 49
50
00 41 00 - 3 BID FORM
Page 3 of 4
CITY OF DENTON IFB # 7154 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005 Revised September 20, 2018
5 Total Bid Amount 1 2 5.1 Bidder will complete the Work in accordance with the Contract Documents for the following 3
bid amount. In the space provided below, please enter the total bid amount for this project. 4 Only this figure will be read publicly by the City at the bid opening. 5 5.2 It is understood and agreed by the Bidder in signing this proposal that the total bid amount 6 entered below is subject to verification and/or modification by multiplying the unit bid prices 7 for each pay item by the respective estimated quantities shown in this proposal and then 8 totaling all of the extended amounts. 9
5.3 Evaluation of Alternate Bid Items<use this if applicable, otherwise delete> 10 11 Base Bid Amount: $____________________________ 12
13 Alternate Bid Amount: $____________________________ 14 15
Total Bid Amount: $___________________________ 16
00 41 00 - 4 BID FORM
Page 4 of 4
CITY OF DENTON IFB # 7154 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005 Revised September 20, 2018
Bid Submittal 1 2 This Bid is submitted on _____________________________, 20___ by the entity named below with 3
acknowledgement that no exceptions will be made to the contract requirements. 4 5 6 Respectfully submitted, 7 8 By: ______________________________ 9
(Signature) 10 11 _________________________________ 12
(Printed Name) 13 14 Title: _____________________________ 15
16 Company: _________________________ 17
Address: __________________________ 18
___________________________ 19
State of Incorporation: _______________ 20
Email: ____________________________ 21
Phone: ____________________________ 22
Receipt is acknowledged of the following Addenda: Initial
Addendum No. 1:
Addendum No. 2:
Addendum No. 3:
Addendum No. 4:
*Specification Section Number refers to NCTCOG specification unless noted TX which refers to TxDOT specification or noted
otherwise referring to these contract documents
City of Denton - Capital Projects From:
901-A Texas Street
Denton, TX 76209
Attn: Laura Hermosillo/Purchasing Dept.
McKinney Street Phase 2
7154
PMO# 880005
Item
No.
Spec.
Section No.Description of work UOM BID QTY Unit Price Extended Price
100 203.1 R.O.W PREPARATION (CLEARING AND GRUBBING)STA 70
101 203.2 UNCLASSIFIED EXCAVATION CY 20,519
102 01 70 00 MOBILIZATION LS 1
103 801.1 TRAFFIC CONTROL LS 1
104 01 58 13 CAPITAL IMPROVEMENT SIGNS EA 4
105 TX-512 FURNISH & INSTALL TRAFFIC BARRIER LF 3,787
106 TX-512 MOVE TRAFFIC BARRIER LF 3,787
107 TX-512 REMOVE TRAFFIC BARRIER LF 3,787
108 203.2 REMOVE ASPHALT PAVEMENT (8")SY 47,654
109 203.2 REMOVE CONCRETE PAVEMENT SY 1,751
110 203.2 REMOVE CONCRETE SIDEWALK SF 32,122
111 203.2 REMOVE CONCRETE MEDIAN SY 28
112 305.1 REMOVE CONCRETE CURB & GUTTER LF 852
113 203.2 REMOVE GRAVEL DRIVEWAY SY 160
114 TX-560 REMOVE & RESET MAILBOX EA 2
115 TX-687
REMOVE & RESET EX. PEDESTRIAN POLE INCLUDING
FOUNDATION REMOVAL, DRILL SHAFT, AND WIRING AT
STATION 89+38.16, 71.73' LT
EA 1
116 305.4 REINFORCED CONCRETE UNDERCUT STREET HEADER LF 320
117 303.5.4 LONGITUDINAL BUTT JOINT LF 379
118 305.3 4" THICK COLORED CONCRETE MEDIAN PAVEMENT SF 256
119 305.3 MONOLITHIC MEDIAN NOSE EA 3
120 305.2 4" REINFORCED CONCRETE SIDEWALK SF 3,050
121 305.2 BARRIER FREE RAMP EA 17
122 303.3 8" 4000 PSI REINFORCED CONCRETE PAVEMENT SY 850
123 305.2 8" 4000 PSI REINFORCED CONCRETE DRIVEWAY SY 1,600
124 TX-360 HIGH EARLY STRENGTH CONCRETE SY 1,260
125 302.9 3" ASPHALT SURFACE COURSE TYPE C TON 5,139
126 302.8 9" ASPHALT BASE COURSE TYPE B TON 16,345
127 305.1 6" INTEGRAL CONCRETE CURB LF 590
128 305.1 SEPARATE CONCRETE CURB & GUTTER LF 8,605
129 402.4 TEMPORARY ASPHALT PAVING SY 6,447
130 TX-361 REPAIR CONCRETE PAVEMENT - FULL DEPTH SY 373
131 301.2 8" LIME STABILIZED SUBGRADE (48 LB/SY)SY 914
132 301.2 12" LIME STAB. SUBGRADE (2 LIFTS, 36 LB/SY EACH)*SY 70,208
133 301.2 HYDRATED LIME*TON 1,293
134 301.3 12" CEMENT STAB. SUBGRADE (2 LIFTS, 24 LB/SY EACH)*SY 18,917
135 301.3 CEMENT FOR SUBGRADE STABILIZATION*TON 229
136 301.5 FLEX BASE TY-D GR 1-2*SY 22,472
137 TX-618 6" PVC SCHEDULE 40 IRRIGATION SLEEVE LF 2,408
138 204.5 FURNISH & INSTALL BERMUDA BLOCK SOD SY 10,858
139 204.6 HYDROMULCH SEEDING SY 11,998
140 APPENDIX B REMOVE & DISPOSE CONTAMINATED SOIL (CONTINGENCY)CY 50
BIDDERS APPLICATION - UNIT PRICE BID
SCHEDULE A: PAVING IMPROVEMENTS
*SUBGRADE STABILIZATION PAY ITEMS TO BE DETERMINED BASED ON FIELD
CONDITIONS
TOTAL FOR SCHEDULE A: PAVING
IMPROVEMENTS
END SCHEDULE A: PAVING IMPROVEMENTS BID ITEMS
ENG/PMO:
PROPOSAL FORM:
IFB:Contact Email:
Contractor:
Address:
City, ST:
Contact Name:
Contact Phone:
*Specification Section Number refers to NCTCOG specification unless noted TX which refers to TxDOT specification or noted
otherwise referring to these contract documents
Item
No.
Spec.
Section No.Description of work UOM BID QTY Unit Price Extended Price
200 804.2 4" WHITE THERMOPLASTIC STRIPE LF 3,225
201 804.2 6" WHITE THERMOPLASTIC STRIPE LF 1,475
202 804.2 4" YELLOW THERMOPLASTIC STRIPE LF 12,809
203 804.2 4" DOUBLE YELLOW THERMOPLASTIC STRIPE LF 51
204 804.2 12" WHITE THERMOPLASTIC STRIPE LF 113
205 804.2 24" WHITE THERMOPLASTIC STRIPE LF 1,152
206 804.2 WHITE THERMOPLASTIC WORD EA 13
207 804.2 WHITE THERMOPLASTIC ARROW EA 35
208 TX-672 REFLECTIVE TRAFFIC BUTTON (TYPE II W-C/R)EA 247
209 TX-672 REFLECTIVE TRAFFIC BUTTON (TYPE II A-A)EA 238
210 TX-644 SMALL ROADWAY SIGN EA 64
SCHEDULE B: PAVEMENT MARKINGS
END SCHEDULE B: PAVEMENT MARKINGS BID ITEMS
TOTAL FOR SCHEDULE B:
PAVEMENT MARKINGS
*Specification Section Number refers to NCTCOG specification unless noted TX which refers to TxDOT specification or noted
otherwise referring to these contract documents
Item
No.
Spec.
Section No.Description of work UOM BID QTY Unit Price Extended Price
300 501.6 FURNISH AND INSTALL 18" CLASS III REINF. CONC. PIPE LF 2,014
301 501.6 FURNISH AND INSTALL 24" CLASS III REINF. CONC. PIPE LF 1,880
302 501.6 FURNISH AND INSTALL 30" CLASS III REINF. CONC. PIPE LF 189
303 501.6 FURNISH AND INSTALL 36" CLASS III REINF. CONC. PIPE LF 748
304 501.6 FURNISH AND INSTALL 3'x2' REINFORCED CONC. BOX LF 237
305 501.6 FURNISH AND INSTALL 4'x2' REINFORCED CONC. BOX LF 479
306 501.6 FURNISH AND INSTALL 4'X3' REINFORCED CONC. BOX LF 286
307 501.6 FURNISH AND INSTALL 5'x2' REINFORCED CONC. BOX LF 335
308 501.6 FURNISH AND INSTALL 5'x3' REINFORCED CONC. BOX LF 110
309 501.6 FURNISH AND INSTALL 6'x3' REINFORCED CONC. BOX LF 204
310 501.6 FURNISH AND INSTALL 7'x3' REINFORCED CONC. BOX LF 209
311 803.3 FURNISH AND INSTALL GROUTED RIP-RAP SY 250
312 TX-466 CONSTRUCT TxDO SW-0 EA 1
313 TX-466 CONSTRUCT TxDO CH-PW-0 EA 3
314 107.2 FURNISH & INSTALL TRENCH SAFETY LF 6,686
315 TX-465 CONSTRUCT 10' STANDARD CURB INLET EA 2
316 TX-465 CONSTRUCT 10' RECESSED CURB INLET EA 31
317 TX-465 CONSTRUCT 15' STANDARD CURB INLET EA 1
318 TX-465 CONSTRUCT 15' STANDARD CURB INLET, NCTCOG 5'
WIDTH EA 1
319 TX-465 CONSTRUCT 15' RECESSED CURB INLET EA 1
320 TX-465 CONSTRUCT 20' RECESSED CURB INLET EA 2
321 TX-465 CONSTRUCT 2'X2' SQUARE DROP INLET EA 1
322 TX-465 CONSTRUCT 4'x4' SQUARE DROP INLET EA 4
323 TX-465 CONSTRUCT 5'X5' SQUARE DROP INLET EA 1
324 TX-465 CONSTRUCT 6'x6' SQUARE DROP INLET EA 1
325 502.1 CONSTRUCT 4'X4' SQUARE SDMH EA 7
326 502.1 CONSTRUCT 6'x6' SQUARE SDMH EA 3
327 502.1 CONSTRUCT MANHOLE ON TOP OF 5'X3' REINFORCED
CONC. BOX EA 1
328 508.1 CONNECT TO EXISTING PIPE/BOX EA 5
329 501.7 8" WATER LINE LOWERING EA 4
330 203.1 REMOVE INLET EA 7
331 203.1 REMOVE & DISPOSE REINFORCED CONCRETE PIPE LF 1,333
332 203.1 REMOVE & DISPOSE CORRUGATED METAL PIPE LF 101
333 203.1 REMOVE & DISPOSE BOX CULVERT LF 317
334 203.1 REMOVE & DISPOSE HEADWALL EA 11
335 505.7 TV INSPECTION LF 13,372
336 202.14 FURNISH & INSTALL INLET PROTECTION EA 46
337 TX-506 FURNISH & INSTALL 12" DIA. EROSION CONTROL LOGS LF 6,592
338 201.9 FURNISH & INSTALL ROCK CHECK DAM LF 203
339 01 57 13 STORM WATER POLLUTION PREVENTION PLAN LS 1
SCHEDULE C: DRAINAGE IMPROVEMENTS
END SCHEDULE C: DRAINAGE IMPROVEMENTS BID ITEMS
TOTAL FOR SCHEDULE C: DRAINAGE
IMPROVEMENTS
*Specification Section Number refers to NCTCOG specification unless noted TX which refers to TxDOT specification or noted
otherwise referring to these contract documents
Item
No.
Spec.
Section No.Description of work UOM BID QTY Unit Price Extended Price
400 501.14 6" PVC WATER PIPE LF 607
401 501.14 8" PVC WATER PIPE LF 47
402 501.7 10" DUCTILE IRON WATER PIPE LF 43
403 501.14 12" PVC WATER PIPE LF 1,553
404 501.7 16" DUCTILE IRON WATER PIPE LF 5,505
405 501.7 20" DUCTILE IRON WATER PIPE LF 1,454
406 501.15 12" PVC PRESSURE RATED WASTEWATER PIPE LF 134
407 501.9 18", 1/2" STEEL ENCASEMENT PIPE LF 258
408 506.8 CUT & PLUG EXISTING WATER MAIN EA 8
409 506.8 CUT & PLUG EXISTING WATER MAIN FOR TEST EA 10
410 502.6 TYPE 1 AIR RELEASE VALVE EA 2
411 502.1 WATER SERVICE EA 9
412 502.3 INSTALL FIRE HYDRANT EA 31
413 203.1 REMOVE FIRE HYDRANT EA 6
414 203.1 DELIVER FIRE HYDRANT EA 6
415 502.6 6" GATE VALVE EA 33
416 502.6 8" GATE VALVE EA 4
417 502.6 10" GATE VALVE EA 2
418 502.6 12" GATE VALVE EA 14
419 502.6 16" GATE VALVE EA 28
420 502.6 20" GATE VALVE EA 4
421 502.1 48" DIAMETER WASTEWATER MANHOLE EA 2
422 502.1 VACUUM TEST MANHOLE EA 2
423 502.1 ABANDON EXISTING MANHOLE EA 2
424 502.1 ADJUST EX. WASTEWATER MANHOLE EA 2
425 505.7 TV INSPECTION LF 267
426 107.2 FURNISH & INSTALL TRENCH SAFETY LF 9,343
427 504.3 ROCK FOUNDATION CY 49
428 504.2 FLOWABLE FILL CY 703
429 504.6 SAND BACKFILL CY 95
430 801.5 60" TALL WELDED WIRE MESH FENCE W/ 4"x4" OPENINGS
ON STEEL T POSTS ON 6' CENTERS LF 1,648
SCHEDULE D: WATER & WASTEWATER IMPROVEMENTS
END SCHEDULE D: WATER & WASTEWATER IMPROVEMENTS BID ITEMS
TOTAL FOR SCHEDULE D: WATER &
WASTEWATER IMPROVEMENTS
*Specification Section Number refers to NCTCOG specification unless noted TX which refers to TxDOT specification or noted
otherwise referring to these contract documents
Item
No.
Spec.
Section No.Description of work UOM BID QTY Unit Price Extended Price
500 TX-416 DRILL SHAFT (24 IN)LF 18
501 TX-416 DRILL SHAFT (36 IN)LF 42
502 TX-618 CONDUIT (PVC) (SCHD 40) (2 IN) (TRENCH)LF 176
503 TX-618 CONDUIT (PVC) (SCHD 40) (3 IN) (TRENCH)LF 498
504 TX-618 CONDUIT (PVC) (SCHD 40) (4 IN) (TRENCH)LF 459
505 TX-620 ELECTRICAL CONDUCTOR (NO. 4) INSULATED LF 207
506 TX-620 ELECTRICAL CONDUCTOR (NO. 6) BARE LF 816
507 TX-620 ELECTRICAL CONDUCTOR (NO. 6) INSULATED LF 92
508 TX-624 GROUND BOX TY D W/ APPRON EA 7
509 TX-628 REMOVE ELECTRICAL SERVICES EA 1
510 TX-628 ELC SRV TY D 120/240 100 (NS)AL (E) PS (U)EA 1
511 TX-680 INSTALL HWY TRF SIG (ISOLATED)EA 1
512 TX-690 REMOVE TRAFFIC SIGNALS EA 1
513 TX-681 TEMP TRAF SIGNALS EA 1
514 TX-682 VEH SIG SEC (12 IN) LED (GRN)EA 4
515 TX-682 VEH SIG SEC (12 IN) LED (GRN ARW)EA 6
516 TX-682 VEH SIG SEC (12 IN) LED (YEL)EA 4
517 TX-682 VEH SIG SEC (12 IN) LED (YEL ARW)EA 8
518 TX-682 VEH SIG SEC (12 IN) LED (RED)EA 4
519 TX-682 VEH SIG SEC (12 IN) LED (RED ARW)EA 6
520 TX-682 BACK PLATE (12") (3 SEC) (VENTED) ALUM EA 8
521 TX-682 BACK PLATE (12") (4 SEC) (VENTED) ALUM EA 2
522 TX-684 TRF SIG CBL (TY A) (14 AWG) (3 CONDR)LF 1,169
523 TX-684 TRF SIG CBL (TY A) (14 AWG) (5 CONDR)LF 40
524 TX-684 TRF SIG CBL (TY A) (14 AWG) (7 CONDR)LF 390
525 TX-684 TRF SIG CBL (TY C) (12 AWG) (2 CONDR)LF 742
526 TX-684 TRF SIG CBL (TY A) (14 AWG) (12 CONDR)LF 786
527 TX-684 TRF SIG CBL (TY A) (14 AWG) (21 CONDR)LF 750
528 TX-687 PED POLE ASSEMBLY EA 3
529 TX-682 PED SIG SEC (LED)(COUNTDOWN) EA 4
530 TX-688 PED DETECT PUSH BUTTON (APS) EA 4
531 TX-688 PED DETECTOR CONTROLLER UNIT EA 1
532 TX-686 INS TRF SIG PL AM (S) 1 ARM (36') LUM&ILSM EA 3
533 TX-6090 *INSTALL ONLY-ILSN SIGNS WITH MOUNTING HARDWARE
& CABLE EA 3
534 TX-8151 *INSTALL ONLY-PTZ CAMERA SYSTEM WITH CABLE EA 1
535 TX-6025 *INSTALL ONLY-ADVANCED RADAR DETECTION SYSTEM
WITH CABLE EA 3
536 * INSTALL ONLY-VIDEO DETECTION SYSTEM WITH CABLE EA 1
537 TX-8590 *INSTALL ONLY-OPTICOM DETECTOR WITH CABLE &
MOUNTING HARDWARE EA 3
538 TX-686 *INSTALL ONLY-LED LUMINAIRE FOR TRAFFIC SIGNAL
POLES EA 3
SCHEDULE E: TRAFFIC SIGNAL IMPROVEMENTS
END SCHEDULE E: TRAFFIC SIGNAL IMPROVEMENTS BID ITEMS
*SUPPLIED BY THE CITY OF DENTON TOTAL FOR SCHEDULE E: TRAFFIC
SIGNAL IMPROVEMENTS
*Specification Section Number refers to NCTCOG specification unless noted TX which refers to TxDOT specification or noted
otherwise referring to these contract documents
Item
No.
Spec.
Section No.Description of work UOM BID QTY Unit Price Extended Price
600 TX-618 2 IN PVC STREET LIGHT CONDUIT LF 15,115
601 TX-656 STREET LIGHT FOUNDATION EA 99
602 TX-656 PEDESTRIAN LIGHT FOUNDATION EA 39
603 TX-610 INSTALLATION OF STREET LIGHT POLE AND FIXTURE
PROVIDED BY DME EA 99
604 TX-610 INSTALLATION OF PEDESTRIAN LIGHT POLE AND FIXTURE
PROVIDED BY DME EA 39
THERE IS NO CONTINGENCY IN THIS PROJECT 0% CONTENGENCY:$0.00
Item
NO.
Spec.
Section No.Description of work UOM BID QTY Unit Price Extended Price
700 203.2 UNCLASSIFIED EXCAVATION CY 2,508
701 305.2 4" REINFORCED CONCRETE SIDEWALK SF 37,567
702 305.2 6" REINFORCED CONCRETE SIDEWALK SF 73,952
703 204.5 FURNISH & INSTALL BERMUDA BLOCK SOD SY 19,928
704 804.2 4" YELLOW THERMOPLASTIC STRIPE LF 1,590
705 TX-644 SMALL ROADWAY SIGN EA 19
THERE IS NO CONTINGENCY IN THIS PROJECT 0% CONTENGENCY:$0.00
Contractor Name:
TOTAL BASE BID:
TOTAL BASE BID+ALTERNATE BID AMOUNT:
END BASE BID ITEMS
McKinney Street Phase 2
END SCHEDULE G: ALTERNATE BID ITEMS
TOTAL ALTERNATE BID:
SCHEDULE F: LIGHTING IMPROVEMENTS
END SCHEDULE F: LIGHTING IMPROVEMENTS BID ITEMS
TOTAL FOR SCHEDULE F: LIGHTING
IMPROVEMENTS
SCHEDULE G: ALTERNATE BID IMPROVEMENTS
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00 52 43 - 1
Agreement
Page 1 of 6
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
SECTION 00 52 431
AGREEMENT2
THIS AGREEMENT, authorized on ______________is made by and betweenthe City of Denton,3
a Texas home rule municipality,acting by and through its duly authorized City Manager,(“City”), 4
and ________________________, authorized to do business in Texas, acting by and through its 5
duly authorized representative, (“Contractor”).6
City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows:7
Article 1. WORK8
Contractor shall complete all Work as specified or indicated in the Contract Documents for the 9
Project identified herein.10
Article 2. PROJECT11
The project for which the Work under the Contract Documents may be the whole or only a part is 12
generally described as follows:13
McKinney Street Phase Two14
IFB # 715415
Engineer Project Number: 88000516
Article 3. CONTRACT PRICE 17
City agrees to pay Contractor for performance of the Work in accordance with the Contract 18
Documents an amount, in current funds, of __________________Dollars ($ .00).19
Article 4. CONTRACT TIME20
4.1 “CONTRACTOR IS TO MOBILIZE EQUIPMENT AND ESTABLISH PROJECT LIMIT SIGNS BY 21
12/12/2019”22
4.2 Final Acceptance.23
The Work will be complete for Final Acceptance within 730 calendar days after the date 24
when the Contract Time commences to run, as provided in Paragraph 2.03 of the General 25
Conditions, plus any extension thereof allowed in accordance with Article 12 of the General 26
Conditions.27
The Alternate Bid of the Contract may receive a Notice to Proceed within 240 calendar days28
after the Bid opening unless extended in writing. The Work will be complete for Final 29
Acceptance within 360 calendar days after the date when the Contract Time commences to 30
run, as provided in Paragraph 2.03 of the General Conditions, plus any extension thereof 31
allowed in accordance with Article 12 of the General Conditions.32
00 52 43 - 2
Agreement
Page 2 of 6
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
4.3 Liquidated Damages1
Contractor recognizes that time is of the essence for completion of Milestones, if any, and 2
to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 3
not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 4
recognizes the delays, expense and difficulties involved in proving in a legal proceeding,5
the actual loss suffered by the City if the Work is not completed on time. Accordingly, 6
instead of requiring any such proof, Contractor agrees that as liquidated damages for delay 7
(but not as a penalty), Contractor shall pay City Two Thousand dollars($2,000.00)for each 8
day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the 9
City issues the Final Letter of Acceptance.10
Article 5. CONTRACT DOCUMENTS11
5.1 CONTENTS:12
A.The Contract Documents which comprise the entire agreement between City and 13
Contractor concerning the Work consist of the following:14
1. This Agreement.15
2. Attachments to this Agreement:16
a. Bid Form17
1) Proposal Form18
2) Vendor Compliance to State Law Non-Resident Bidder19
b. Current Prevailing Wage Rate Table20
c. Insurance ACORD Form(s)21
d. Payment Bond22
e. Performance Bond23
f. Maintenance Bond24
g. Power of Attorney for the Bonds25
h. Worker’s Compensation Affidavit26
i. Form 1295 – Certificate of Interested Parties27
3. General Conditions.28
4. Supplementary Conditions.29
5. Specifications specifically made a part of the Contract Documents by attachment or, 30
if not attached, as incorporated by reference and described in the Table of Contents 31
of the Project’s Contract Documents.32
6. North Central Texas Council of Governments Standard Specifications for Public 33
Works Construction – Fourth Edition, Divisions 200-800, and as amended by City, 34
and described in the Table of Contents of the Project’s Contract Documents.35
a. Drawings. 36
b. Addenda.37
c. Documentation submitted by Contractor prior to Notice of Award.38
00 52 43 - 3
Agreement
Page 3 of 6
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
7. The following which shall be issued after the Effective Date and delivered to the City 1
within ten (10) days of the Effective Date and before beginning Work:2
a. Notice to Proceed – Base Bid3
b. Notice to Proceed – Bid Alternate4
c. Field Orders5
d. Change Orders6
e. Letter of Final Acceptance7
Article 6. INDEMNIFICATION8
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 9
expense, the city, its officers, servants and employees, from and against any and all 10
claims arising out of, or alleged to arise out of, the work and services to be performed 11
by the contractor, its officers, agents, employees, subcontractors, licensees or invitees 12
under this contract. This indemnification provision is specifically intended to operate 13
and be effective even if it is alleged or proven that all or some of the damages being 14
sought were caused, in whole or in part, by any act, omission or negligence of the city.15
This indemnity provision is intended to include, without limitation, indemnity for any 16
and all costs, expenses and legal fees incurred by the city in defending against such 17
claims and causes of actions.18
19
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 20
the city, its officers, servants and employees, from and against any and all loss of, 21
damage to, or destruction of, property of the city, arising out of, or alleged to arise out 22
of, the work and services to be performed by the contractor, its officers, agents, 23
employees, subcontractors, licensees or invitees under this contract. This 24
indemnification provision is specifically intended to operate and be effective even if it is 25
alleged or proven that all or some of the damages being sought were caused, in whole or 26
in part, by any act, omission or negligence of the city.27
28
Article 7. MISCELLANEOUS29
7.1 Terms.30
Terms used in this Agreement which are defined in Article 1 of the General Conditions will 31
have the meanings indicated in the General Conditions.32
7.2 Assignment of Contract.33
This Agreement, including all of the Contract Documents may not be assigned by the 34
Contractor without the advanced express written consent of the City.35
00 52 43 - 4
Agreement
Page 4 of 6
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
7.3 Successors and Assigns.1
City and Contractor each binds itself, its partners, successors, assigns and legal 2
representatives to the other party hereto, in respect to all covenants, agreements and 3
obligations contained in the Contract Documents.4
7.4 Severability.5
Any provision or part of the Contract Documents held to be unconstitutional, void or 6
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 7
remaining provisions shall continue to be valid and binding upon City and Contractor.8
7.5 Governing Law and Venue.9
This Agreement, including all of the Contract Documents is performable in the State of 10
Texas. Venue shall be Denton County, Texas, or the United States District Court for the 11
Eastern District of Texas, Sherman Division.12
7.6 Authority to Sign.13
Contractor shall attach evidence of authority to sign Agreement if signed by someone other 14
than the duly authorized signatory of the Contractor.15
7.7 Prohibition On Contracts With Companies Boycotting Israel.16
Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 17
Code, the City is prohibited from entering into a contract with a company for goods or 18
services unless the contract contains a written verification from the company that it: (1) does 19
not boycott Israel; and (2) will not boycott Israel during the term of the contract.20
The terms “boycott Israel” and “company” shall have the meanings ascribed to those terms 21
in Section 808.001 of the Texas Government Code.By signing this contract, Contractor 22
certifies that Contractor’s signature provides written verification to the City that 23
Contractor: (1) does not boycott Israel; and (2) will not boycott Israel during the term of 24
the contract.25
7.8 Immigration Nationality Act.26
Contractor shall verify the identity and employment eligibility of its employees who perform 27
work under this Agreement, including completing the Employment Eligibility Verification 28
Form (I-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms 29
and supporting eligibility documentation for each employee who performs work under this 30
Agreement. Contractor shall adhere to all Federal and State laws as well as establish 31
appropriate procedures and controls so that no services will be performed by any Contractor 32
employee who is not legally eligible to perform such services. CONTRACTOR SHALL 33
INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, 34
LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY 35
CONTRACTOR, CONTRACTOR’S EMPLOYEES, SUBCONTRACTORS, 36
00 52 43 - 5
Agreement
Page 5 of 6
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
AGENTS, OR LICENSEES.City, upon written notice to Contractor, shall have the right 1
to immediately terminate this Agreement for violations of this provision by Contractor.2
7.9 No Third-Party Beneficiaries.3
This Agreement gives no rights or benefits to anyone other than the City and the Contractor4
and there are no third-party beneficiaries.5
7.10 No Cause of Action Against Engineer.6
Contractor, its subcontractors and equipment and materials suppliers on the Project or their 7
sureties, shall maintain no direct action against the Engineer, its officers, employees, and 8
subcontractors, for any claim arising out of, in connection with, or resulting from the engineering 9
services performed. Only the City will be the beneficiary of any undertaking by the Engineer.10
The presence or duties of the Engineer's personnel at a construction site, whether as on-site 11
representatives or otherwise, do not make the Engineer or its personnel in any way 12
responsible for those duties that belong to the City and/or the City's Contractors or other 13
entities, and do not relieve the Contractors or any other entity of their obligations, duties, and 14
responsibilities, including, but not limited to, all construction methods, means, techniques, 15
sequences, and procedures necessary for coordinating and completing all portions of the 16
construction work in accordance with the Contract Documents and any health or safety 17
precautions required by such construction work. The Engineer and its personnel have no18
authority to exercise any control over any construction contractor or other entity or their 19
employees in connection with their work or any health or safety precautions.20
21
SIGNATURE PAGE TO FOLLOW22
23
00 52 43 - 6
Agreement
Page 6 of 6
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective 1
as of the date subscribed by the City’s designated City Manager (“Effective Date”).2
3
ATTEST:4
ROSA RIOS, CITY SECRETARY5
6
_______________________________________7
8
APPROVED AS TO LEGAL FORM:9
AARON LEAL, CITY ATTORNEY10
11
_______________________________________12
CITY OF DENTON
BY:
___________________________________
CITY MANAGER
CONTRACTOR
CONTRACTOR NAME
BY:
___________________________________
AUTHORIZED AGENT
_______________________________________
NAME
_______________________________________
TITLE
_______________________________________
PHONE NUMBER
_______________________________________
EMAIL ADDRESS
THIS AGREEMENT HAS BEEN
BOTH REVIEWED AND APPROVED
as to financial and operational obligations and
business terms.
_______________ ________________
SIGNATURE PRINTED NAME
__________________________________
TITLE
__________________________________
DEPARTMENT
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CITY OF DENTON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSRevised September 20, 2018
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CITY OF DENTON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised September 20, 2018
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLEOF CONTENTS
Page
Article 1 – Definitions and Terminology..........................................................................................................1
1.01 Defined Terms...............................................................................................................................1
1.02 Terminology..................................................................................................................................6
Article 2 – Preliminary Matters.........................................................................................................................7
2.01 Copies of Documents....................................................................................................................7
2.02 Commencement of Contract Time; Notice to Proceed................................................................7
2.03 Starting the Work..........................................................................................................................7
2.04 Before Starting Construction........................................................................................................7
2.05 Preconstruction Conference..........................................................................................................8
2.06 Public Meeting..............................................................................................................................8
2.07 Initial Acceptance of Schedules....................................................................................................8
2.08 Electronic Submittals....................................................................................................................8
Article 3 – Contract Documents: Intent, Amending, Reuse............................................................................8
3.01 Intent..............................................................................................................................................8
3.02 Reference Standards......................................................................................................................9
3.03 Reporting and Resolving Discrepancies.......................................................................................9
3.04 Amending and Supplementing Contract Documents.................................................................10
3.05 Reuse of Documents...................................................................................................................10
3.06 Electronic Data............................................................................................................................11
Article 4 – Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points...........................................................................................................11
4.01 Availability of Lands ..................................................................................................................11
4.02 Subsurface and Physical Conditions ..........................................................................................12
4.03 Differing Subsurface or Physical Conditions.............................................................................12
4.04 Underground Facilities ...............................................................................................................13
4.05 Hazardous Environmental Condition at Site..............................................................................14
Article 5 – Bonds and Insurance .....................................................................................................................15
5.01 Licensed Sureties and Insurers...................................................................................................15
5.02 Performance, Payment, and Maintenance Bonds.......................................................................15
5.03 Certificates of Insurance.............................................................................................................16
5.04 Contractor’s Insurance................................................................................................................18
5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19
Article 6 – Contractor’s Responsibilities........................................................................................................19
6.01 Supervision and Superintendence...............................................................................................19
CITY OF DENTON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised September 20, 2018
6.02 Labor; Working Hours................................................................................................................19
6.03 Services, Materials, and Equipment...........................................................................................20
6.04 Project Schedule..........................................................................................................................20
6.05 Substitutes and “Or-Equals”.......................................................................................................21
6.06 Concerning Subcontractors, Suppliers, and Others....................................................................23
6.07 Wage Rates..................................................................................................................................24
6.08 Patent Fees and Royalties...........................................................................................................25
6.09 Permits and Utilities....................................................................................................................26
6.10 Laws and Regulations.................................................................................................................26
6.11 Taxes ...........................................................................................................................................27
6.12 Use of Site and Other Areas .......................................................................................................27
6.13 Record Documents......................................................................................................................28
6.14 Safety and Protection..................................................................................................................29
6.15 Safety Representative..................................................................................................................29
6.16 Hazard Communication Programs .............................................................................................30
6.17 Emergencies and/or Rectification...............................................................................................30
6.18 Submittals....................................................................................................................................30
6.19 Continuing the Work...................................................................................................................31
6.20 Contractor’s General Warranty and Guarantee..........................................................................32
6.21 Indemnification .........................................................................................................................32
6.22 Delegation of Professional Design Services ..............................................................................33
6.23 Right to Audit..............................................................................................................................34
6.24 Nondiscrimination.......................................................................................................................34
Article 7 – Other Work at the Site...................................................................................................................34
7.01 Related Work at Site...................................................................................................................34
7.02 Coordination................................................................................................................................35
Article 8 – City’s Responsibilities...................................................................................................................35
8.01 Communications to Contractor...................................................................................................35
8.02 Furnish Data................................................................................................................................35
8.03 Pay When Due ............................................................................................................................35
8.04 Lands and Easements; Reports and Tests...................................................................................36
8.05 Change Orders.............................................................................................................................36
8.06 Inspections, Tests, and Approvals..............................................................................................36
8.07 Limitations on City’s Responsibilities .......................................................................................36
8.08 Undisclosed Hazardous Environmental Condition....................................................................36
8.09 Compliance with Safety Program...............................................................................................36
Article 9 – City’s Observation Status During Construction...........................................................................36
9.01 City’s Project Manager ……......................................................................................................36
9.02 Visits to Site................................................................................................................................37
9.03 Authorized Variations in Work ..................................................................................................37
9.04 Rejecting Defective Work ..........................................................................................................37
9.05 Determinations for Work Performed..........................................................................................37
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38
CITY OF DENTON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised September 20, 2018
Article 10 – Changes in the Work; Claims; Extra Work................................................................................38
10.01 Authorized Changes in the Work...............................................................................................38
10.02 Unauthorized Changes in the Work ...........................................................................................38
10.03 Execution of Change Orders.......................................................................................................38
10.04 Extra Work..................................................................................................................................38
10.05 Notification to Surety..................................................................................................................39
10.06 Contract Claims Process.............................................................................................................39
Article 11 – Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement......................40
11.01 Cost of the Work.........................................................................................................................40
11.02 Allowances..................................................................................................................................43
11.03 Unit Price Work..........................................................................................................................43
11.04 Plans Quantity Measurement......................................................................................................45
Article 12 – Change of Contract Price; Change of Contract Time.................................................................45
12.01 Change of Contract Price............................................................................................................45
12.02 Change of Contract Time............................................................................................................46
12.03 Delays..........................................................................................................................................47
Article 13 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................47
13.01 Notice of Defects ........................................................................................................................47
13.02 Access to Work...........................................................................................................................47
13.03 Tests and Inspections..................................................................................................................47
13.04 Uncovering Work........................................................................................................................49
13.05 City May Stop the Work.............................................................................................................49
13.06 Correction or Removal of Defective Work................................................................................49
13.07 Correction Period........................................................................................................................50
13.08 Acceptance of Defective Work...................................................................................................51
13.09 City May Correct Defective Work.............................................................................................51
Article 14 – Payments to Contractor and Completion....................................................................................52
14.01 Schedule of Values......................................................................................................................52
14.02 Progress Payments......................................................................................................................52
14.03 Contractor’s Warranty of Title...................................................................................................54
14.04 Partial Utilization........................................................................................................................54
14.05 Final Inspection...........................................................................................................................55
14.06 Final Acceptance.........................................................................................................................55
14.07 Final Payment..............................................................................................................................55
14.08 Final Completion Delayed and Partial Retainage Release ........................................................56
14.09 Waiver of Claims........................................................................................................................56
Article 15 – Suspension of Work and Termination........................................................................................57
15.01 City May Suspend Work.............................................................................................................57
15.02 City May Terminate for Cause...................................................................................................57
15.03 City May Terminate For Convenience.......................................................................................59
CITY OF DENTON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised September 20, 2018
Article 16 – Dispute Resolution......................................................................................................................61
16.01 Methods and Procedures.............................................................................................................61
Article 17 – Miscellaneous..............................................................................................................................62
17.01 Giving Notice..............................................................................................................................62
17.02 Computation of Times................................................................................................................62
17.03 Cumulative Remedies.................................................................................................................62
17.04 Survival of Obligations...............................................................................................................63
17.05 Headings......................................................................................................................................63
00 72 00 -1
GENERAL CONDITIONS
Page 1 of 62
CITY OF DENTON
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised September 20, 2018
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.Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2.Agreement—The written instrument which is evidence of the agreement between City and
Contractor covering the Work.
3.Application for Payment—The form acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or final payments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents.
4.Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into theairabove current action levels establishedbytheUnited States
Occupational Safety and Health Administration.
5.Award – Authorization by the City Council for the City to enter into an Agreement.
6.Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7.Bidder—The individual or entity who submits a Bid directly to City.
8.Bidding Documents—The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9.Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10.Business Day –A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
11.Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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12.Change Order—A document, which is prepared and approved by the City, which is signed
by Contractor and City and authorizes an addition, deletion, or revision in the Work or an
adjustment in the Contract Price or the Contract Time, issued on or after theEffectiveDate
of the Agreement.
13.City—The City of Denton is a Texas home-rule municipal corporation acting by its City
Council through its City Manager or his designee.
14.City Attorney – The officially appointed City Attorney of the City of Denton, Texas, or his
duly authorized representative.
15.City Council - The duly elected and qualified governing body of the City of Denton,
Texas.
16.City Manager – The officially appointed and authorized City Manager of the City of
Denton, Texas, or his duly authorized representative.
17.Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
18.Contract—The entire and integrated written document between the City and Contractor
concerning the Work. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
19.Contract Documents—Those items so designated in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents.
20.Contract Price—The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the provisions
of Paragraph 11.03 in the case of Unit Price Work).
21.Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
22.Contractor—The individual or entity with whom City has entered into the Agreement.
23.Cost of the Work—See Paragraph 11.01 of these General Conditions for definition.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised September 20, 2018
24.Damage Claims –A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim.
25.Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
26.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.
27.Effective Date of the Agreement—The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
28.Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
29.Extra Work –Additional work made necessary by changes or alterations of the Contract
Documents or quantities; or for other reasons for which no prices are provided in the Contract
Documents. Extra work shall be part of the Work.
30.Field Order —A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
31.Final Acceptance –The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfactionoftheCity.
32.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.
33.General Requirements—Sections of Division 1 of the Contract Documents.
34.Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
35.Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
36.Incidental –Work items that the Contractor is not paid for directly, but costs for which are
included under the various bid items of the Project.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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37.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.
38.Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
39.Major Item –An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
40.Milestone—A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
41.Notice of Award—The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
42.Notice to Proceed—A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the Work
specified in Contract Documents.
43.PCBs—Polychlorinated biphenyls.
44.Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
45.Plans –See definition of Drawings.
46.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.
47.Project—The Work to be performed under the Contract Documents.
48.Project Manager —The authorized representative of the City who will be assigned to the
Project.
49.Project Manual – The documentary information prepared for bidding and furnishing the Work.
A listing of the contents of the Project Manual is contained in its Table of Contents.
50.Public Meeting –An announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an informed view of the Project.
51.Radioactive Material—Source, special nuclear, or byproduct material as defined by the
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Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
52.Regular Working Hours –Excluding legal holidays, regular working hours shall be Monday
thru Friday between 6:00 a.m. and 8:30 p.m. from June 1 to September 30 and between 7:00
a.m. and 8:30 p.m. from October 1 to May 31.
53.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.
54.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.
55.Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor’s Applications for Payment.
56.Site—Lands or areas indicated in the Contract Documents as being furnished by City upon
which the Work is to be performed, including rights-of-way, permits, and easements for access
thereto, and such other lands furnished by City which are designated for the use of Contractor.
57.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.
58.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.
59.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.
60.Subsidiary –See definition of Incidental.
61.Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
62.Superintendent –The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
63.Supplementary Conditions—That part of the Contract Documents which amends or
supplements these General Conditions.
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64.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.
65.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.
66.Unit Price Work—See Paragraph 11.03 of these General Conditions for definition.
67.Weekend Working Hours –Hours between 8:00 a.m. and 8:30 p.m., Saturday, and between
1:00 p.m. and 8:30 p.m. Sunday or legal holiday, as approved in advance by the City.
68.Work—The entire construction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, services, and documentation necessary to produce such construction
including any Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
69.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 8 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B.Intent of Certain Terms or Adjectives:
1. The Contract Documents include the terms “as allowed,” “as approved,” “as ordered,” “as
directed” or terms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives “reasonable,” “suitable,” “acceptable,” “proper,” “satisfactory,” or
adjectives of like effect or import are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Work for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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C.Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work thatis
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
D.Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Copies of Documents
City shall furnish to Contractor one (1) original executed copy and one (1)electronic copy of the
Contract Documents, and three (3) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Commencement of Contract Time; Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 30 days after the Effective Date of the Agreement.
2.03 Starting the Work
Contractor shall start to perform the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Starting Construction
Baseline Schedules:Submit in accordance with the Contract Documents, and prior to starting the
Work.
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2.05 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
2.08 Electronic Submittals
A. Except as otherwise stated elsewhere in the Contract, the City and Contractor may transmit, and
shall accept, Project-related correspondence, text, data, documents, drawings, information, and
graphics, including but not limited to Shop Drawings and other submittals, in electronic media or
digital format.
B. When transmitting items in electronic media or digital format, the transmitting party makes no
representations as to long term compatibility, usability, or readability of the items resulting from
the recipient’s use of software application packages, operating systems, or computer hardware
differing from those used in the drafting or transmittal of the items, or from those established in
applicable transmittal protocols.
ARTICLE 3 – CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation,
services, materials, or equipment that reasonably may be inferred from the Contract Documents
or from prevailing custom or trade usage as being required to produce the indicated result will be
provided whether or not specifically called for, at no additional cost to City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications mayvaryin form, format and style. Some Specification sections maybe written
in varying degrees of streamlined or declarative style and some sections may be relatively
narrative by comparison. Omission of such words and phrases as “the Contractor shall,” “in
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conformity with,” “as shown,” or “as specified” are intentional in streamlined sections.
Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear
in various parts of a section or articles within a part depending on the format of the
section. The Contractor shall not take advantage of any variation of form,format or style in
making Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading “Related
Sections include but are not necessarily limited to:” and elsewhere withineachSpecification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross-referencing is
provided in each section or whether or not the cross referencing is complete.
3.02 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents. No such provision or instruction shall be effective to assign to City, or any of its
officers, directors, members, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or direct the performance of the Work or any duty or authority
to undertake responsibility inconsistent with the provisions of the Contract Documents.
3.03 Reporting and Resolving Discrepancies
A.Reporting Discrepancies:
1.Contractor’s Review of Contract Documents Before Starting Work: Before undertaking each
part of the Work, Contractor shall carefully study and compare the Contract Documents and
check and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
2.Contractor’s Review of Contract Documents During Performance of Work:If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
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Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Paragraph
6.17.A) until an amendment or supplement to the Contract Documents has been issued by one
of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B.Resolving Discrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Drawings
shall govern over Specifications, and Supplementary Conditions shall govern over General
Conditions and Specifications.
3.04 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City’s review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City’s written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereof) prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or anyother project without written consent of Cityand specific written verification
or adaptation by Engineer.
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B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also known as hard copies). Files in electronic
media format of text, data, graphics, or other types are furnished only for the convenience of the
receiving party. Any conclusion or information obtained or derived from such electronic files will
be at the user’s sole risk. If there is a discrepancy between the electronic files and the hard copies,
the hard copies govern.
B. When transferring documents in electronic media format, the transferring party makes no
representations as to long term compatibility, usability, or readability of documents resulting from
the use of software application packages, operating systems, or computer hardware differing from
those used by the data’s creator.
ARTICLE 4 – AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability of Lands
A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for permanent
structures or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule
submitted by the Contractor in accordance with the Contract Documents must consider any
outstanding right-of-way, and/or easements.
2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed.
C. Contractor shall provide for all additional lands and access thereto that may be required for
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construction facilities or storage of materials and equipment.
4.02 Subsurface and Physical Conditions
A.Reports and Drawings:The Supplementary Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B.Limited Reliance by Contractor on Technical Data Authorized:Contractor may rely upon the
accuracy of the “technical data” contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such “technical data” is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor’s purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any “technical data” or any such
other data, interpretations, opinions, or information.
4.03 Differing Subsurface or Physical Conditions
A.Notice:If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any “technical data” on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except in an
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emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B.Possible Price and Time Adjustments
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if:
1. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A.Shown or Indicated:The information and data shown or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on information
and data furnished to City or Engineer by the owners of such Underground Facilities,
including City, or by others. Unless it is otherwise expressly provided in the Supplementary
Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B.Not Shown or Indicated:
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
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City will review the discovered Underground Facility and determine the extent,ifany,to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Hazardous Environmental Condition at Site
A.Reports and Drawings:The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B.Limited Reliance by Contractor on Technical Data Authorized:Contractor may rely upon the
accuracy of the “technical data” contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such “technical data” is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor’s purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any “technical data” or any such
other data, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for
a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by Paragraph
6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may
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consider the necessity to retain a qualified expert to evaluate such condition or take corrective
action, if any.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affected areauntil afterCityhasobtained anyrequiredpermitsrelatedthereto anddelivered written
notice to Contractor: (i) specifying that such condition and any affected area is or has been
rendered suitable for the resumption of Work; or (ii) specifying anyspecial conditions underwhich
such Work may be resumed.
F. If after receipt of such written notice Contractor does not agree to resumesuchWorkbasedona
reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions,
then City may order the portion of the Work that is in the area affected by such condition to be
deleted from the Work. City may have such deleted portion of the Work performed by City’s own
forces or others.
G.To the fullest extent permitted by Laws and Regulations, Contractor shall 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 a Hazardous
Environmental Condition created by Contractor or by anyone for whom Contractor is
responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any
individual or entity from and against the consequences of that individual’s or entity’s own
negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
ARTICLE 5 – BONDS AND INSURANCE
5.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor’s obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the Work described in the Contract
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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. The bonds
must be dated on, or after, the date of the Contract.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its
right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 5.02.C, Contractor shall promptly notify City and shall, within30daysaftertheevent
giving rise to such notification, provide another bond and surety, both of which shall comply with
the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certificates of Insurance
A. Contractor shall deliver to City, with copies to each additional insured and loss payee identified
in the Supplementary Conditions, certificates of insurance (and other evidence of insurance
requested by City or any other additional insured) which Contractor is required to purchase and
maintain.
1. The certificate of insurance shall document the City, and all identified entities named in the
Supplementary Conditions as “Additional Insured” on all liability policies.
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 byan 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 ofRecovery)infavor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
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6. Failure of the City to demand such certificates or other evidence of full compliance with the
insurance requirements or failure of the City to identify a deficiency from evidence that is
provided shall not be construed as a waiver of Contractor’s obligation to maintain such lines
of insurance coverage.
7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shallfollowformofthe
primary coverage.
8. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the Citydesires additional insurance coverage,
and the City desires the contractor/engineer to obtain such coverage, the contract price shall
be adjusted by the cost of the premium for such additional coverage plus 10%.
10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, or self-funding, must also be approved by City.
11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed necessary
and prudent by the City based upon the scope of the Work, changes in statutory law, court
decision or the claims history of the industry as well as of the contracting party to the City.
The City shall be required to provide prior notice of 90 days, and the insurance adjustments
shall be incorporated into the Work by Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions, revisions,
or modifications shall not be required where policy provisions are established by law or
regulations binding upon either party or the underwriter on any such policies.
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14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
5.04 Contractor’s Insurance
A.Workers Compensation and Employers’ Liability.Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers’
Liabilityas is appropriate for the Work beingperformed 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.
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, liability under an insured contract, and
explosion/collapse/underground (where those exposures exist). 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.
For construction projects that present a substantial completed operation exposure, the City may
require the contractor to maintain completed operations coverage for a minimum of no less than
three (3) years following the completion of the project (if identified in the Supplementary
Conditions).
C.Automobile Liability.A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
D.Railroad Protective Liability.If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the requirementsidentifiedinthe
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Supplementary Conditions.
E.Notification of Policy Cancellation:Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
5.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall
provide to the City such additional information in respect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required
by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the
start of the Work, or of such failure to maintain prior to any change in the required coverage.
ARTICLE 6 – CONTRACTOR’S RESPONSIBILITIES
6.01 Supervision and Superintendence
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent Superintendent,
who is proficient in English, and who shall not be replaced without written notice to City. If at
any time the Superintendent is not satisfactory to the City, Contractor shall, if requested by City,
replace the Superintendent with another satisfactory to City.
C. Contractor shall notifythe City24 hours priorto moving areas duringthesequenceof construction.
6.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be 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:
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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 Wednesday
3. for legal holidays, request must be made by noon seven Days prior to the legal
holiday.
6.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Work, whether or not such items are
specifically called for in the Contract Documents.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of sufficient quality to complete the Work 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.
C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
D. All items of standard equipment to be incorporated into the Work shall be the latest model at the
time of bid, unless otherwise specified.
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated inParagraph2.07and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthlyprogresspayment
for the duration of the Contract in accordance with the schedule specification 01 32 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
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mayonlybemadebyaChangeOrder.
6.05 Substitutes and “Or-Equals”
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless the
specification or description contains or is followed by words reading that no like, equivalent, or
“or-equal” item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
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 6.05.A.1, a proposed item of material or equipment
will be considered functionally equal to an item so named if:
a. the City determines that:
1) it is at least equal in materials of construction, quality, durability,appearance,
strength, and design characteristics;
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
4) it is not objectionable to the City.
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time;and
2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2.Substitute Items:
a. If in City’s sole discretion an item of material or equipment proposed by Contractor does
not qualify as an “or-equal” item under Paragraph 6.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
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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 otherthan
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
complywithSection012500and:
1) shall certify that the proposed substitute item will:
a) perform adequately the functions and achieve the results called for by the general
design;
b) be similar in substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
b) whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
c) whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair, and replacement services; and
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B.Substitute Construction Methods or Procedures:If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique,sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for bythe Contract Documents. Contractor shall make written application to Cityfor review
in the same manner as those provided in Paragraph 6.05.A.2.
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C.City’s Evaluation:City will be allowed a reasonable time within which to evaluate each
proposal orsubmittal madepursuant to Paragraphs 6.05.A and 6.05.B. City mayrequire Contractor
to furnish additional data about the proposed substitute. Citywill 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 6.05.A.2 and 6.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor mayalsoberequiredto
reimburse Cityfor the charges for making changes in the Contract Documents (or in the provisions
of any other direct contract with City) resulting from the acceptance of each proposed substitute.
F.Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G.CitySubstituteReimbursement: Costs(savings or charges) attributableto acceptanceof a substitute
shall be incorporated to the Contract by Change Order.
H.Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A. Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors,Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing anyoftheWorkjustas
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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.
E. 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.
F. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contractor.
G. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of City.
6.07 Wage Rates
A.Duty to pay Prevailing Wage Rates.The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Denton 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
differencebetween wages paid and wagesdueunder theprevailingwage rates, such amounts being
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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 bindingon all parties
and may be enforced in any court of competent jurisdiction.
E.Records to be Maintained.The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker.The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F.Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the requirements
of Chapter 2258, Texas Government Code.
G.Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H.Subcontractor Compliance. TheContractor shall include in its subcontracts and/orshall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a particular
invention, design, process, product, or device is specified in the Contract Documents for use in the
performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights
or copyrights calling for the payment of any license fee or royalty to others, the existence of such
rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such
information does not relieve the Contractor from its obligations to pay for the use of said fees or
royalties to others.
B.To the fullest extent permitted by Laws and 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
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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.
6.09 Permits and Utilities
A.Contractor obtained permits and licenses.Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of
the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B.Cityobtainedpermitsand licenses.Citywill obtain and payforall permits and licenses as provided
for in the Supplementary Conditions or Contract Documents. It will be the Contractor’s
responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining clearances
and coordinating with the appropriate regulatory agency. The City will notreimburse the
Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
5. Texas Department of Licensing and Regulation (TDLR) Permits
C.Outstanding permits and licenses.The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding permits
and licenses.
6.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
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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 3.02.
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on
the cost or time of performance of the Work may be the subject of an adjustment in Contract Price
or Contract Time.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H (as amended), the Contractor may purchase, rent or lease all
materials, supplies and equipment used or consumed in the performance of this contract by issuing
to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with
State Comptroller’s Rulings applicable to Texas Tax Code, Subchapter H. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with all
applicable rulings pertaining to the Texas Tax Code, Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2.http://www.window.state.tx.us/taxinfo/taxforms/93-forms.html
6.12 Use of Site and Other Areas
A.Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or other
materials or equipment. Contractor shall assume full responsibilityfor anydamage 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, 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
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area of the Site.
3. Construction equipment, spoil materials, supplies, forms, buildings, labs, or equipment and
supply storage buildings, or any other item that may be transported by flood flows, shall not
be stored within existing federal floodways during the course of the Work.
4. 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.
5.Pursuant to Paragraph 6.21, 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, 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
(byletter or electronic communication), and the costs of such direct action, plus 25% of such costs,
shall be deducted from the monies due or to become due to the Contractor.
D.Final Site Cleaning:Prior to Final Acceptance of the Work, Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E.Loading Structures:Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
6.13 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and
approved by the City, one (1) record copy of all Drawings, Specifications,Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated to
show changes made during construction. These record documents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon
completion of the Work, these record documents, any operation and maintenance manuals, and
Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate
locations for buried and embedded items.
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6.14 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
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 relatingtothesafetyof
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 6.14.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other
individual or entity directly or indirectly employed by any of them to perform any of the Work, or
anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor’s designated safety representative at the Site.
6.16 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or among
employers in accordance with Laws or Regulations.
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6.17 Emergencies and/or Rectification
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof. If City determines that a change in the Contract Documents is required
because of the action taken by Contractor in response to such an emergency, a Change Order may
be issued.
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City resources or by contract. The
City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07).Each submittal will be
identified as City may require.
1. Submit in accordance with 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 demonstrate to City
the services, materials, and equipment Contractor proposes to provide,and to enable City to
review the information for the limited purposes required by Paragraph 6.18.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
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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 toreviewthe
submittal for the limited purposes required by Paragraph 6.18.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 incorporationintheWork,conform
to the information given in the Contract Documents and be compatible with the design concept
of the completed Project as a functioning whole as indicated by the Contract Documents.
2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. City’s review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
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6.20 Contractor’s General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warranty and guarantee.
B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor’s obligation to perform
the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other
work or property resulting therefrom which shall appear within a period of two (2) years from the
date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good
and sufficient maintenancebond, complying with the requirements of Article 5.02.B. The City will
give notice of observed defects with reasonable promptness.
6.21 Indemnification
A.Contractor covenants and agrees to indemnify, hold harmless and defend, atitsown
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
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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.
6.22 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 carryout Contractor’s responsibilities for construction means, methods, techniques,
sequences and procedures.
B. If professional design services or certifications by a design professionalrelatedtosystems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified by
such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City’s review
and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
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6.23 Right to Audit
A. The City shall have the right to audit and make copies of the books, records and computations
pertaining to the Contract. The Contractor shall retain such books, records, documents and other
evidence pertaining to the Contract period and five years thereafter, except if an audit is in progress
or audit findings are yet unresolved, in which case records shall be kept until all audit tasks are
completed and resolved. These books, records, documents and other evidence shall be available,
within ten (10) business days of written request. Further, the Contractor shall also require all
Subcontractors, material suppliers, and other payees to retain all books, records, documents and
other evidence pertaining to the Contract, and to allow the City similar access to those
documents. All books and records will be made available within a 50-mile radius of the City. The
cost of the audit will be borne by the City unless the audit reveals an overpayment of 1% or
greater. If an overpayment of 1% or greater occurs, the reasonable cost of the audit, including any
travel costs, must be borne by the Contractor which must be payable within five (5) business days
of receipt of an invoice.
B. Failure to comply with the provisions of this section shall be a material breach of the Contract and
shall constitute, in the City’s sole discretion, grounds for termination thereof. Each of the terms
“books”, “records”, “documents” and “other evidence”, as used above, shall be construed to
include drafts and electronic files, even if such drafts or electronic files are subsequently used to
generate or prepare a final printed document.
6.24 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminatingagainstanypersonintheUnitedStatesonthebasisofrace, color, or national origin.
B.Title VI, Civil Rights Act of 1964 as amended:Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
ARTICLE 7 – OTHER WORK AT THE SITE
7.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by utility
owners. If such other work is not noted in the Contract Documents, then written notice thereof
will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City contractors,
proper and safe access to theSite, provide a reasonableopportunityfor the introduction and storage
of materials and equipment and the execution of such other work, and properly coordinate the
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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 andpromptlyreportto
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.
7.02 Coordination
A. If City intends to contract with others for the performance of other work on the Project at the
Site, the following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2. the specific matters to be covered by such authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 – CITY’S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Data
City shall timely furnish the data required under the Contract Documents.
8.03 Pay When Due
City shall make payments to Contractor in accordance with Article 14.
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8.04 Lands and Easements; Reports and Tests
City’s duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City’s
identifying and making availableto Contractor copies of reports of explorationsand tests of subsurface
conditions and drawings of physical conditions relating to existing surface or subsurface structures at
or contiguous to the Site that have been utilized by City in preparing the Contract Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
8.07 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over,nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 Undisclosed Hazardous Environmental Condition
City’s responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 6.14.
ARTICLE 9 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
9.01 City’s Project Manager or Duly Authorized Representative
City will provide a Project Manager or duly authorized representative during the construction period.
The duties and responsibilities and the limitations of authority of City’s Project Manager or duly
appointed representative during construction are set forth in the Contract Documents. City’s Project
Manager for this Contract is as set forth in the Supplementary Conditions. City will establish a duly
authorized representative at the Preconstruction Meeting in accordance with Section 01 31 19.
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9.02 Visits to Site
A. City 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 will determine, in general, if the Work is proceeding in accordance
with the Contract Documents. City will not be required to make exhaustive or continuous
inspections on the Site to check the quality or quantity of the Work. City’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 visits and observations are subject to all the limitations on authority and responsibility set
forth in Paragraph 8.07. Particularly, but without limitation, during or as a result of City’s visits
or observations of Contractor’s Work, City will not supervise, direct, control, or have authority
over or 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.
9.03 Authorized Variations in Work
City’s Project Manager or duly authorized representative may authorize minor variations in the Work
from the requirements of the Contract Documents which do not involve an adjustment in the Contract
Price or the Contract Time and are compatible with the design concept of the completed Project as a
functioning whole as indicated by the Contract Documents. These may be accomplished by a Field
Order and will be binding on City and also on Contractor, who shall perform the Work involved
promptly.
9.04 Rejecting Defective Work
Citywill have authorityto reject Work which City’s Project Manageror duly authorized representative
believes to be defective, or will not produce a completed Project that conforms to the Contract
Documents or that will prejudice the integrity of the design concept of the completed Project as a
functioning whole as indicated by the Contract Documents. City will have authority to conduct special
inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated,
installed, or completed.
9.05 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Manager or duly authorized 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).
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9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
C. City’s written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 – CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or from
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall proceed with
the Work involved only upon receiving written notice from City. Extra Work will be performed
under the applicable conditions of the Contract Documents (except as otherwise specifically
provided). Extra Work shall be memorialized by a Change Order which may or may not precede
an order of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
10.02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any work performed that is not required by the Contract Documents as amended,
modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as
provided in Paragraph 6.17.
10.03 Execution of Change Orders
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii)
required because of acceptance of defective Work under Paragraph 13.08 or City’s correction
of defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed.
10.04 Dispute of Extra Work
A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work after
making written request for written orders and shall keep accurate account of the actual reasonable
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cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06.
B. The Contractor shall furnish the City such installation records of all deviations from the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the general
scope of the Work or the provisions of the Contract Documents (including, but not limited to,
Contract Price or Contract Time), the giving of any such notice will be Contractor’s responsibility.
The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any
such change.
10.06 Contract Claims Process
A. City’s Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09,
shall be referred to the City for decision. A decision by City shall be required as a condition
precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the
Contract Documents or by Laws and Regulations in respect of such Contract Claims.
B.Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto. The
responsibility to substantiate a Contract Claim shall rest with the party making the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor’s written statement that the
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adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimant’s last submittal (unless Contract allows additional time).
C.City’s Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City’s
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
D. City’s written action under Paragraph 10.06.C will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16within30daysofsuch
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
F. If the City fails to take any action pursuant to Paragraph 10.06 (C) the contract Claim is
considered to have been denied by the City.
ARTICLE 11 – COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A.Costs Included:The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in the
Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall
include but not be limited to the following items:
1. Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include;
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a. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, workers’ compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
The expenses of performing Work outside of Regular Working Hours, Weekend
Working Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers’ field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved byCity,andthe
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements.The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Work.
4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor’s Cost of the Work and fee shall
be determined in the same manner as Contractor’s Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor’s employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost, less
market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and forwhich
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
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anyone directly or indirectly employed by any of them or for whose acts any ofthemmay
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable. Such losses shall
include settlements made with the written consent and approval of City. No such losses,
damages, and expenses shall be included in the Cost of the Work for the purpose of
determining Contractor’s fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B.Costs Excluded:The term Cost of the Work shall not include any of the following items:
1. Payroll costs and other compensation of Contractor’s officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor’s principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be
considered administrative costs covered by the Contractor’s fee.
2. Expenses of Contractor’s principal and branch offices other than Contractor’s office at the
Site.
3. Any part of Contractor’s capital expenses, including interest on Contractor’s capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
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C.Contractor’s Fee:When all the Work is performed on the basis of cost-plus, Contractor’s fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work, Contractor’s fee shall be determined as set forth in Paragraph 12.01.C.
D.Documentation:Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown together with supporting data.
11.02 Allowances
A.Specified Allowance:It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so coveredtobe
performed for such sums and by such persons or entities as may be acceptable to City.
B.Cash Allowances:
1. Contractor agrees that:
a. the cash allowances include the cost to Contractor (less any applicable trade discounts) of
materials and equipment required by the allowances to be delivered at the Site, and all
applicable taxes; and
b. Contractor’s costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the cash allowances have been included in the
allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C.Contingency Allowance:Contractor agrees that a contingency allowance, if any, is for the sole use
of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the estimated
quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
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City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor’s overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price work
listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E.Increased or Decreased Quantities:The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25% from the original Contract quantity.
5. When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
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11.04 Plans Quantity Measurement for Unclassified Excavation or Embankment
A. Plans quantities mayor maynot represent the exact quantityof work performedormaterial moved,
handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under “Price and Payment Procedures” varies by more than
25% (or as stipulated under “Price and Payment Procedures” for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The party
to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on theplans, theplans quantitywill beincreased or decreased
by the amount involved in the change, and the 25% variance will apply to the new plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the Cityand Contractor agree in writingto fix the final quantityas a plans quantity.
E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the provisions
of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor’s
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fee for overhead and profit (determined as provided in Paragraph 12.01.C).
C.Contractor’s Fee:The Contractor’s additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the
Contractor’s additional fee shall be 15 percent except for:
1) rental fees for Contractor’s own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor’s fee shall be
five percent (5%);
1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee
and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and
12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever
tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of five percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and
11.01.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction
in Contractor’s fee by an amount equal to five percent (5%) of such net decrease.
12.02 Change of Contract Time
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the
Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show byCritical Path Method analysis how the Extra Work or claimed
delay adversely affects the critical path.
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12.03 Delays
A. Where Contractor is reasonably delayed in the performance or completionofanypartofthe
Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made
therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or
neglect by City, acts or neglect of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor’s sole and exclusive remedy for the delays described in
this Paragraph.
B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
ARTICLE 13 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be giventoContractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and testing.
Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
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of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibilityfor 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 incorporationintheWork.
Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid.
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor’s expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
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13.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
B. If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City’s request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or other dispute resolution costs) arising out of
or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work ofothers); orCityshall beentitled to accept defectiveWorkin accordance
with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated
with exposing, observing, and testing the defective Work.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an extension
of the Contract Time directly attributable to such uncovering, exposure, observation,
inspection, testing, replacement, and reconstruction.
13.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the
cause for such order has been eliminated; however, this right of City to stop the Work shall not give
rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been
rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relatingtosuchcorrection
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of anydefective Work shall not constitute acceptance of such Work.
B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07,
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Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be
prescribed by the terms of any applicable special guarantee required by the Contract Documents),
any Work is found to be defective, or if the repair of any damages to the land or areas made
available for Contractor’s use by City or permitted by Laws and Regulations as contemplated in
Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in
accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to otherWork,tothework
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. In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Work, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days written notice to Contractor should such
additional warranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E. Contractor’s obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
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13.08 Acceptance of Defective Work
If, instead of requiring correction or removal and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or other dispute resolution costs) attributable to City’s evaluation of and determination to accept
such defective Work and for the diminished value of the Work to the extent not otherwise paid by
Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued
incorporating the necessary revisions in the Contract Documents with respect to the Work, and City
shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of
Work so accepted.
13.09 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor, correct, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude Contractor
from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s
services related thereto, and incorporate in the Work all materials and equipment incorporated in
the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere.
Contractor shall allow City, City’s representatives, agents, consultants, employees, and City’s
other contractors, access to the Site to enable City to exercise the rights and remedies under this
Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled
to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 13.09.
ARTICLE 14 – PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
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acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 Progress Payments
A.Applications for Payments:
1. All contractor Applications for Payment to be completed using the template provided by the
City.
2. Contractor is responsible for providing all information as required to become a vendor of the
City.
3. At least 20 days before the date established in the General Requirements for each progress
payment and using the template provided by the City, Contractor shall submit to City for
review an Application for Payment filled out and signed by Contractor covering the Work
completed as of the date of the Application and accompanied by such supporting
documentation as is required by the Contract Documents.
4. If payment is requested on the basis of materials and equipment not incorporatedintheWork
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear of
all Liens and evidence that the materials and equipment are covered by appropriate insurance
or other arrangements to protect City’s interest therein, all of which must be satisfactory to
City.
5. Beginning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that previous progress payments received on account of the
Work have been applied on account to discharge Contractor’s legitimate obligations associated
with prior Applications for Payment.
6. The amount of retainage with respect to progress payments will be as stipulated in the
Contract Documents.
B.Review of Applications:
1. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City’s processing of any payment requested in an Application for Payment will be based on
City’s observations of the executed Work, and on City’s review ofthe ApplicationforPayment
and the accompanying data and schedules, that to the best of City’s knowledge:
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a. the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the
results of any subsequent tests called for in the Contract Documents, a final determination
of quantities and classifications for Work performed under Paragraph 9.05, and any other
qualifications stated in the recommendation).
3. Processing any such payment will not thereby be deemed to have represented that:
a. inspections made to check the quality or the quantity of the Work as it has been
performed have been exhaustive, extended to every aspect of the Work in progress, or
involved detailed inspections of the Work beyond the responsibilities specifically assigned
to City in the Contract Documents; or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor, or
c. Contractor has complied with Laws and Regulations applicable to Contractor’s
performance of the Work.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a. the Work is defective, or the completed Work has been damaged by the Contractororhis
subcontractors, requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Work or complete Work in accordance with
Paragraph 13.09; or
e. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C.Retainage:
1. For all contracts, retainage shall be five percent (5%).
D.Liquidated Damages: For each calendar day that any work shall remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered
by the City.
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E.Payment:Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F.ReductioninPayment:
1. City may refuse to make payment of the amount requested because:
a. Claims have been made against City on account of Contractor’s performance or
furnishing of the Work;
b. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
c. there are other items entitling City to a set-off against the amount recommended; or
d. City has actual knowledge of the occurrence of any of the events enumerated
in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or
any adjustment thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action.
14.03 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than the
time of payment free and clear of all Liens.
14.04 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which City,
determines constitutes a separately functioning and usable part of the Work that can be used
by City for its intended purpose without significant interference with Contractor’s performance of
the remainder of the Work. City at any time may notify Contractor in writing to permit City to use
or occupy anysuch part of the Work which Citydetermines 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
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will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
14.05 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
1. City will promptly schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
B. City reserves the right to deny request for Final Inspection if City determines that the entire Work
is not sufficiently complete to warrant a Final Inspection.
14.06 Final Acceptance
Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
14.07 Final Payment
A.Application for Payment:
1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordancewiththe
Contract Documents.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. affidavits of payments and complete and legally effective releases or waivers
(satisfactory to City) of all Lien rights arising out of or Liens filed in connection with
the Work.
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B. Payment Becomes Due:
1. After City’s acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor’s final Application for Payment, and without terminating the Contract, make
payment of the balance due for that portion of the Work fully completed and accepted. If the
remaining balance to be held by City for Work not fully completed or corrected is less than the
retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
portion of the Work fully completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims.
B.Partial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods following the completion of all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Claims
The acceptance of final payment will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating to the work under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15 – SUSPENSION OF WORK AND TERMINATION
15.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall
resume the Work on the date so fixed. During temporary suspension of the Work covered by these
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Contract Documents, for any reason, the City will make no extra payment for stand-by time of
construction equipment and/or construction crews.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed;he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractorofmovingthe
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
15.02 City May Terminate for Cause
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
1. Contractor’s persistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failureto supplysufficient skilled workersor suitable
materials or equipment, failure to adhere to the Project Schedule established under Paragraph
2.07 as adjusted from time to time pursuant to Paragraph 6.04.
2. Contractor’s disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor’s repeated disregard of the authority of City; or
4. Contractor’s violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor’s failure to promptly make good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
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financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written
notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar days
after date of an additional written notice demanding Surety's performance of its
obligations, then City, without process or action at law, may take over any portion of the
Work and complete it as described below.
a. If City completes the Work, City may exclude Contractor and Surety from the site and
take possession of the Work, and all materials and equipment incorporated into the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Work as City may deem expedient.
3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds
all claims, costs, losses and damages sustained by City arising out of or resulting from
completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and
damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims,
costs, losses and damages incurred by City will be incorporated in a Change Order, provided
that when exercising any rights or remedies under this Paragraph, City shall not be required to
obtain the lowest price for the Work performed.
4. Neither City, nor any of its respective consultants, agents, officers,directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Work, or anyportion thereof, maybe accomplished or for the price paid
therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
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6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractor’s services will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terminate to correct its failure to perform
and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice.
D. Where Contractor’s services have been so terminated by City, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention or payment of moneys due Contractor by City will not release Contractor from liability.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
15.03 City May Terminate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Anytermination shall be effected bymailing a notice of the termination to the Contractor
specifying the extent to which performance of Work under the contract is terminated, and the date
upon which such termination becomes effective. Receipt of the notice shall be deemed
conclusively presumed and established when the letter is placed in the United States Postal Service
Mail by the City. Further, it shall be deemed conclusively presumed and established that such
termination is made with just cause as therein stated; and no proof in any claim,demandorsuit
shall be required of the City regarding such discretionary action.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of
termination;
2. place no further orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not terminated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
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a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and
other material produced as a part of, or acquired in connection with the performance of,
the Work terminated by the notice of the termination; and
b. the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been completed, would have been required to be furnished to
the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice of termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items
of termination inventory not previously disposed of, exclusive of items the disposition of which
has been directed or authorized by City.
D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the items are
stored, within 45 days from the date of submission of the list, and any necessary adjustments to
correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an extension
is made in writing within such 60-day period by the Contractor, and granted by the City, any and
all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for (without duplication of any items):
1. completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit
on such Work;
2. expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such
expenses; and
3. reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
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to the Contractor by reason of the termination of the Work, the City shall determine, on the basis
of information available to it, the amount, if any, due to the Contractor by reason of the termination
and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account
of loss of anticipated profits or revenue or other economic loss arising out of or resulting from
such termination.
ARTICLE 16 – DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for mediation
shall be submitted to the other party to the Contract. Timely submission of the request shall stay
the effect of Paragraph 10.06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shall be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City’s action under Paragraph 10.06.C or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
1. elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process; or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 – MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
3. delivered by electronic means to or from the Project Manager.
B. Business address changes must be promptly made in writing to the other party.
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C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day
of the period.
17.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies available
hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation
of, any rights and remedies available to any or all of them which are otherwise imposed or available
by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract
Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the
Contract Documents in connection with each particular duty, obligation,right, and remedy to which
they apply.
17.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
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SUPPLEMENTARY CONDITIONS
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CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
SECTION 00 73 001
SUPPLEMENTARY CONDITIONS2
TO3
GENERAL CONDITIONS4
Supplementary Conditions5
6
These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 7
provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 8
modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 9
of the General Conditions which are not so modified or supplemented remain in full force and effect.10
11
Defined Terms12
13
The terms used in these Supplementary Conditions which are defined in the General Conditions have the 14
meaning assigned to them in the General Conditions, unless specifically noted herein.15
16
Modifications and Supplements17
18
The following are instructions that modify or supplement specific paragraphs in the General Conditions and 19
other Contract Documents.20
21
SC-4.01A22
23
ROW and Easement limits shown on the Drawing are approximate and were provided to establish a basis 24
for bidding. Upon receiving the final ROW and/or easements descriptions, Contractor shall compare them 25
to the lines shown on the Contract Drawings.26
27
SC-4.01A.1., “Availability of Lands”28
The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 29
September 4, 201930
31
Outstanding Right-Of-Way, and/or Easements to Be Acquired32
PARCEL
NUMBER OWNER TARGET DATE
OF POSSESSION
1–ROW 7-Eleven, Inc.
2–TCE Sej Asset Management and Investment
Company
3-TCE DNB Investments, Ltd.
4-ROW 100 North Loop 288, LLC
5–TCE Stephen Kin-Wan Leung and Jason Kai-
Ming Leung
6–TCE McKinney Mayhill Partners, LLC
7–ROW JBJ/Cadler Fund VII Joint Venture
8–ROW McKinney Mayhill Partners, LLC
10 – ROW McKinney Mayhill Partners, LLC
11 – TCE Ditari Investments, LLC
12 – TCE Duncan Street Commercial, LLC
13 – ROW + TCE Angel Enriquez and Griselda Enriquez
14 – ROW + TCE Dieleman McKinney, LLC
15 – ROW + TCE Leslie A. and Michael L. Oringderff
16 – ROW + TCE NSA Property Holdings, LLC
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SUPPLEMENTARY CONDITIONS
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CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
PARCEL
NUMBER OWNER TARGET DATE
OF POSSESSION
17 – ROW + TCE Denton 3919 Mckinney, LLC
18 – ROW + TCE Goel Ventures One, LLC
19 – ROW + Drain. Esmt City of Denton, Texas
22 – ROW + Drain. Esmt BCI Real Estate Ventures, L.P.
23 – ROW + TCE Kenneth L. and Gladys F. Stout
25 – ROW Baylor University
26 – ROW + TCE Memorial Baptist Church of Denton
27 – ROW Memorial Baptist Church of Denton
28 – ROW Sayr Resources, Inc.
29 – ROW Ministerio Evangelistico Hosanna
30 – ROW Grace Like Rain, Inc.
31 – ROW + TCE Estate of Barbara Ann McDonald
32 – ROW + TCE + DE Denton ISD
33 – ROW + TCE + DE Ediberto Alfredo Rodriguez
34 – ROW Kim Y. Pham
35 – ROW Kim Y. Pham
36 – ROW + DE Atmos Energy Corporation
37 – Drain. Esmt Yes Companies Key LLC
39 – TCE
Pia Kornu, Roger Kornu, M.D. and Kimbell
Kornu, M.D.
40 – TCE The Woodlands on McKinney Street, LLC
41 – ROW Atmos Energy Corporation
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and 1
do not bind the City.2
3
If Contractor considers the final easements provided to differ materially from the representations on the 4
Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 5
notify City in writing associated with the differing easement line locations.6
7
SC-4.01A.2, “Availability of Lands”8
9
Utilities or obstructions to be removed, adjusted, and/or relocated10
11
The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 12
as of September 4, 2019.13
14
EXPECTED
OWNER
UTILITY AND LOCATION TARGET DATE OF
ADJUSTMENT
Atmos
Frontier
Oncor
Charter
Gas, Length of McKinney Street
Fiber/Telephone, Length of McKinney Street
Electric, Length of McKinney Street
Fiber, Length of McKinney Street
12/12/19
12/12/19
12/12/19
12/12/19
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 15
and do not bind the City.16
17
18
00 73 00 - 3
SUPPLEMENTARY CONDITIONS
Page 3 of 6
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
SC-4.02A., “Subsurface and Physical Conditions”1
2
The following are reports of explorations and tests of subsurface conditions at the site of the Work:3
4
Two Reports 1) Geotechnical Report and 2) Soil Management Plan, dated July 29, 2019, prepared by5
Terracon Consultants, Inc., a sub-consultant of Huitt-Zollars, Inc., a consultant of the City, providing 6
additional information on the existing soil conditions along McKinney Street within the project limits.7
8
The following are drawings of physical conditions in or relating to existing surface and subsurface 9
structures (except Underground Facilities) which are at or contiguous to the site of the Work:10
“None”11
12
SC-4.06A., “Hazardous Environmental Conditions at Site”13
14
The following are reports and drawings of existing hazardous environmental conditions known to the City:15
“None”16
SC-5.03A., “Certificates of Insurance”17
18
The entities listed below are "additional insureds as their interest may appear" including their respective 19
officers, directors, agents and employees.20
21
(1) City22
(2) Consultant: Huitt-Zollars, Inc.23
(3) Other: “None”24
25
SC-5.04A., “Contractor’s Insurance”26
27
The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 28
coverages for not less than the following amounts or greater where required by laws and regulations:29
30
5.04A.Workers' Compensation, under Paragraph GC-5.04A.31
32
Statutory limits33
Employer's liability34
$100,000 each accident/occurrence35
$100,000 Disease - each employee36
$500,000 Disease - policy limit37
38
SC-5.04B., “Contractor’s Insurance”39
40
5.04B.Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 41
under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 42
minimum limits of:43
44
$1,000,000 each occurrence45
$2,000,000 aggregate limit46
47
The policy must have an endorsement (Amendment – Aggregate Limits of Insurance) making the 48
General Aggregate Limits apply separately to each job site.49
50
The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U” coverage’s. 51
Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.52
53
54
55
56
00 73 00 - 4
SUPPLEMENTARY CONDITIONS
Page 4 of 6
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
SC 5.04C., “Contractor’s Insurance”1
2
5.04C.Automobile Liability, under Paragraph GC-5.04C. Contractor’s Liability Insurance under 3
Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:4
5
(1)Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 6
defined as autos owned, hired and non-owned.7
8
$1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 9
least:10
11
$250,000 Bodily Injury per person /12
$500,000 Bodily Injury per accident / 13
$100,000 Property Damage14
15
SC-5.04D., “Contractor’s Insurance”16
17
The Contractor’s construction activities will require its employees, agents, subcontractors, equipment, and 18
material deliveries to cross railroad properties and tracks, or perform work within 25 feet of the center line 19
of railroad tracks: “None”.20
21
The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 22
hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 23
or other property. Such operations on railroad properties may require that Contractor to execute a “Right of 24
Entry Agreement” with the particular railroad company or companies involved, and to this end the 25
Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 26
the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate 27
to the Contractor’s use of private and/or construction access roads crossing said railroad company’s 28
properties.29
30
The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 31
coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 32
Railroad Company for a term that continues for so long as the Contractor’s operations and work cross, 33
occupy, or touch railroad property:34
35
(1) General Aggregate: $36
37
(2) Each Occurrence: $38
39
Required for this Contract X Not required for this Contract40
41
With respect to the above outlined insurance requirements, the following shall govern:42
43
1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 44
the name of the railroad company. However, if more than one grade separation or at-grade crossing 45
is affected by the Project at entirely separate locations on the line or lines of the same railroad 46
company, separate coverage may be required, each in the amount stated above.47
48
2. Where more than one railroad company is operating on the same right-of-way or where several 49
railroad companies are involved and operated on their own separate rights-of-way, the Contractor 50
may be required to provide separate insurance policies in the name of each railroad company.51
52
3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a 53
railroad company’s right-of-way at a location entirely separate from the grade separation or at-grade 54
crossing, insurance coverage for this work must be included in the policy covering the grade 55
separation. 56
00 73 00 - 5
SUPPLEMENTARY CONDITIONS
Page 5 of 6
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
1
4. If no grade separation is involved but other work is proposed on a railroad company’s right-of-way, 2
all such other work may be covered in a single policy for that railroad, even though the work may 3
be at two or more separate locations. 4
5
No work or activities on a railroad company’s property to be performed by the Contractor shall be 6
commenced until the Contractor has furnished the City with an original policy or policies of the insurance 7
for each railroad company named, as required above. All such insurance must be approved by the City and 8
each affected Railroad Company prior to the Contractor’s beginning work.9
10
The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 11
has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 12
insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way.13
Such insurance must name the railroad company as the insured, together with any tenant or lessee of the 14
railroad company operating over tracks involved in the Project. 15
16
SC-6.09., “Permits and Utilities”17
18
SC-6.09A., “Contractor obtained permits and licenses”19
The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:20
1. TCEQ Storm Water Permit for Construction.21
2. Utility Installation License for Water, Storm Drainage and Wastewater Construction22
3. If Contractor is bringing in a temporary Concrete Batch Plant – Contractor shall obtain the 23
required permits from the City of Denton and TCEQ24
25
SC-6.09B. “City obtained permits and licenses”26
The following are known permits and/or licenses required by the Contract to be acquired by the City:27
“None”28
29
SC-6.09C. “Outstanding permits and licenses”30
31
The following is a list of known outstanding permits and/or licenses to be acquired, if any as of July 31, 32
2019:33
34
Outstanding Permits and/or Licenses to Be Acquired35
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
“None”
36
SC-7.02., “Coordination”37
38
The individuals or entities listed below have contracts with the City for the performance of other work at 39
the Site: 40
Vendor Scope of Work Coordination Authority
None
41
SC-8.01, “Communications to Contractor”42
43
SC-9.01., “City’s Project Manager”44
45
The City’s Project Manager for this Contract is Robin Davis, or his/her successor pursuant to written 46
notification from the City Engineer.47
48
49
00 73 00 - 6
SUPPLEMENTARY CONDITIONS
Page 6 of 6
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
SC-13.03C., “Tests and Inspections”1
2
“None”3
4
SC-16.01C.1, “Methods and Procedures”5
6
“None”7
8
END OF SECTION
!"#$%& ''
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01 11 00 1
SUMMARY OF WORK
Page 1 of 1
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
SECTION 01 11 00
SUMMARY OF WORK
Bid Alternate:
This project includes an alternate bid for the construction of a 12’ bike and pedestrian path on the
north side of the street and a 6’ sidewalk on the south side of the street along with associated other
components such as additional unclassified excavation, sod, barrier free ramps, striping, and signs.
This alternate bid is depicted at the end of the plan set on the sidewalk plan sheets. Both the base
bid and the alternate bid will be evaluated during the award process.
GENERAL SEQUENCE OF CONSTRUCTION
The following provides a general sequence of construction so that the Contractor is familiar with
the flow of work as required by the City of Denton for the project. Alternate traffic control plan
may be submitted by awarded Contractor for City review and consideration.
1) Contractor shall perform removal work and install all storm drain, water lines, lime
treatment, curb & gutter, driveway approaches, lighting foundations, street light conduit,
and asphalt base course for the south half of McKinney Street. One wastewater crossing
to be installed in the same trench as the existing 8” wastewater line east of Mayhill Road.
Traffic will be maintained on the north half of the existing street with the addition of
temporary asphalt.
2) Subsequently the Contractor shall perform removal work, install all storm drain, water
lines, lime treatment, curb & gutter, driveway approaches, lighting foundations, street light
conduit, and asphalt base course for the north half of McKinney Street.
3) The surface course of asphalt shall then be completed for the full length of McKinney
Street.
4) If the alternate bid is selected by the city, the removal of the existing sidewalk and the
construction of the sidewalk and bike and pedestrian path will be the final part of
construction.
5) See traffic control narrative in plan set for additional information.
END OF SECTION
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01 31 20 - 1
PROJECT MEETINGS
Page 1 of 3
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
SECTION 01 31 201
PROJECT MEETINGS2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Provisions for project meetings throughout the construction period to enable orderly 6
review of the progress of the Work and to provide for systematic discussion of 7
potential problems8
B. Deviations this City of Denton Standard Specification9
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 Contract12
2. Division 1 – General Requirements13
1.2 PRICE AND PAYMENT PROCEDURES14
A. Measurement and Payment15
1. Work associated with this Item is considered incidental to the various items bid. 16
No separate payment will be allowed for this Item.17
1.3 REFERENCES [NOT USED]18
1.4 ADMINISTRATIVE REQUIREMENTS19
A. Coordination20
1. Schedule, attend and administer as specified, periodic progress meetings, and 21
specially called meetings throughout progress of the Work.22
2. Representatives of Contractor, subcontractors and suppliers attending meetings 23
shall be qualified and authorized to act on behalf of the entity each represents.24
3. Meetings administered by City may be recorded. 25
4. Meetings, in addition to those specified in this Section, may be held when requested 26
by the City, Engineer or Contractor.27
B. Pre-Construction Neighborhood Meeting28
1. After the execution of the Agreement, but before construction is allowed to begin, 29
attend any necessary Public Meetings with affected residents to:30
a. Present projected schedule, including construction start and finish date31
b. Answer any construction related questions including traffic control and detour 32
plans33
2. Meeting Location34
a. Location of meetings to be determined by the City.35
3. Attendees36
a. Contractor37
b. Project Manager38
c. Other City representatives39
01 31 20 - 2
PROJECT MEETINGS
Page 2 of 3
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
4. Meeting Schedule1
a. In general, the neighborhood meeting will occur within 2 weeks following the 2
pre-construction conference and approximately every 6 months thereafter.3
b. In no case will construction be allowed to begin until this meeting is held.4
C. Progress Meetings5
1. Formal project coordination meetings will be held bi-weekly or as often as deemed 6
necessary. Meetings will be scheduled and administered by Project Manager.7
a. Additional meetings may be held at the request of the:8
1) City9
2) Engineer10
3) Contractor11
2. Additional progress meetings to discuss specific topics will be conducted on an as-12
needed basis. Such additional meetings shall include, but not be limited to:13
a. Coordinating shutdowns14
b. Installation of piping and equipment15
c. Coordination between other construction projects16
d. Resolution of construction issues17
e. Equipment approval18
3. The Project Manager will preside at progress meetings, prepare the notes of the 19
meeting and distribute copies of the same to all participants who so request by fully 20
completing the attendance form to be circulated at the beginning of each meeting.21
4. Attendance shall include:22
a. Contractor's project manager23
b. Contractor's superintendent24
c. Any subcontractor or supplier representatives whom the Contractor may desire 25
to invite or the City may request26
d. Engineer's representatives27
e. City’s representatives28
f. Others, as requested by the Project Manager29
5. Preliminary Agenda may include:30
a. Review of Work progress since previous meeting31
b. Field observations, problems, conflicts32
c. Items which impede construction schedule33
d. Review of off-site fabrication, delivery schedules34
e. Review of construction interfacing and sequencing requirements with other 35
construction contracts36
f. Corrective measures and procedures to regain projected schedule37
g. Revisions to construction schedule38
h. Progress, schedule, during succeeding Work period39
i. Coordination of schedules40
j. Review submittal schedules41
k. Maintenance of quality standards42
l. Pending changes and substitutions43
m. Review proposed changes for:44
1) Effect on construction schedule and on completion date45
2) Effect on other contracts of the Project46
n. Review Record Documents47
o. Review monthly pay request48
p. Review status of Requests for Information49
01 31 20 - 3
PROJECT MEETINGS
Page 3 of 3
CITY OF DENTON IFB # 7154
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Eng. Project # 880005
Revised September 20, 2018
6. Meeting Location1
a. The City will establish a meeting location.2
1) To the extent practicable, meetings will be held at the Site.3
1.5 SUBMITTALS [NOT USED]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 SECTION14
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Project Material Submittal Checklist for WATER
Note: In compliance with the reduction of lead in Drinking Water Act, any product designed for dispensing potable
water shall meet both the NSF 61 and NSF 372 test standards via third-party testing and certification.
Item Acceptable Manufacturers/Product Minimum Specifications for Alternative Manufacturers
PVC Pipe Diamond Plastics/ C900 AWWA C-900, DR-14, DR-18, Sizes 4"-12"
JM Eagle/Blue Brute
Northern Pipe Products/C900
Vinyltech/C900
North American Pipe/C900
Ductile American Cast Iron/Fast-Tite, Flex-Ring Joint AWWA C-151, Class 52, Sizes 16"-24"
Iron Pipe McWane Ductile/ Tyton
US Pipe/Tyton Joint
Griffin Pipe/Tyton Joint
Ductile Iron Tyler Union Compact: AWWA C153 (12" and smaller)
Fittings Star Pipe Products Full: AWWA C110 Flange Joint (16" and larger)
SIP Industries Mechanical: AWWA C110
Mechanical Star Pipe Products/StarGrip 3000,3100 Compact: AWWA C153
Joint Star Pipe/StarGrip 4000,4100 Full: AWWA C115 Flange Joint
Restraints EBAA Iron/Megalug 1100 Mechanical: AWWA C110
EBAA Iron/Megalug 2000PV ASTM A536 Grade 65-45-12 Ductile Iron
Ford Meter Box/Uni-Flange 1400 ASTM F1674 Std. Test Mtd. For Joint Rest. Products (PVC)
Ford Meter Box/Uni-Flange 1500
Mechanical ROMAC Industries Series 600 (4"-12")
Joint Retraints Sigma PV-Lok (4"-12")
within casing
Gate Valve Tyler Union/6850 ASTM A48 Class 30B Minimum
Box Bass & Hays/2436S 3 piece (top, extension, base)
East Jordan Iron Works/8550 screw-type (for adjustment)
Casing Pipe Raci / HDPE Stainless Steel: For bores longer than 150 L.F.
Spacers APS/SS18, SS12 12" wide band, 2" wide runner
CCI Pipeline/CSS8, CSS12 T-304 Tow-Piece Band (14 gauge min. thickness)
PSI/S8, S12 T-304 Riser (10 gauge min. thickness)
PVC Liner
T-304 Fastener Hardware
For bores equal ot less than 150 L.F.: HDPE ISO 9002 Certified
Water Mueller/BR2B Brass, Double Strap with CC Threads
Service Ford Meter Box/202B (Not "compression", "grip joint" or "quick joint" fittings)
Tapping
Saddle
Gate Valves Mueller/A-2360 MJxMJ, MJxFL AWWA C509 Resilient-Seated Gate Valves
2" - 12" US Pipe/A-USPO MJxMJ, MJxFL Non-Rising Stem
M&H Valve/4067 MJxMJ, MJxFL Dual O-Ring Stem Seal
Clow/2639, 2640 MJxMJ, MJxFL Interior/Exterior Poxy Coating comforms to AWWA C550
Operating Nut Opens Left
2" Square Operating Nut
Air and AWWA C512 Air-Release, /Air/Vacuum, & Combination
Vacuum 3" & Smaller: Standard Iron Thread Inlet Connection
Release Valves 4" & Larger: Flanged Inlet Connection, Class 250
Internal Metal Parts: Stainless Steel, Bronze of Brass
316 Stainless Steel Flange Connection Hardware
Pipe PVC Pipe - ASTM F477 Elastomeric Seals
Joints PVC Pipe - ASTM D3139 Joints for Plastic Pressure Pipe
Ductile Iron Pipe - AWWA C111 Rubber Gasketed Joints
Steel ASTM A53 Grade B Carbon Steel
Encasement 16" encasement and larger: 1/2" thickness
Smaller than 16" encasement: 3/8" thickness
Project Material Submittal Checklist for WATER
Note: In compliance with the reduction of lead in Drinking Water Act, any product designed for dispensing potable
water shall meet both the NSF 61 and NSF 372 test standards via third-party testing and certification.
Item Acceptable Manufacturers/Product Minimum Specifications for Alternative Manufacturers
Gate Valves Mueller/A-2361 MJxMJ AWWA C515 Resilient-Seated Gate Valves
14"-24" US Pipe/A-USP1 MJxMJ Non-Rising Stem
M&H Valve/Large RW MJxMJ Dual O-Ring Stem Seal
Clow/2638 MJxMJ Interior/Exterior Poxy Coating comforms to AWWA C550
American Flow Control/2500 MJxMJ Operating Nut Opens Left
2" Square Operating Nut
Stainless Steel Joint Fasteners (Type 304 or 316)
Gear Operator for Gate Valves 20" or larger
Fire Hydrant Mueller/Super Centurion A-423 AWWA C502 Dry-Barrel Fire Hydrants
US Pipe Metropolitan M-94 1 1/4" Operating Nut
US Pipe Sentinel 250 4 1/2" Pumper Nozzle
Two 2 1/2" Hose Nozzles
Breakaway Saftely Flange
5 1/4" Main Valve Opening
Main Valve - Compression Seal
Paint Color: Public - Silver (Blue if off transmissision line)
Private - Red
Corporation Mueller/P15008N, P25008N (for 1" Line) 1": Brass, CC Inlet Threads & Pack Joint Filling
Valves Ford Meter Box/F1000NL, FB1000NL(for 1" Line) Key or Ball Type, NSF 372 compliant
Mueller/E25009N (for 2" Line) 2": Brass, CC Inlet Threads & Pack Joint Fitting
Ford Meter Box/FBNL1000NL (for 2" Line) Ball type, NSF 372 compliant
(Not "compression", "grip joint" or "quick joint" fittings)
Angle Meter Mueller/P24258N (for 1" Line) Brass, Angle Meter with Pack Jointing & Lock Wing
Valves - 1" & 2" Ford Meter Box/BA43NL (for 1" Line) Ball type, NSF 372 compliant
Service Lines Mueller/P24276N (for 2" Line) (Not "compression", "grip joint" or "quick joint" fittings)
Ford Meter Box/BFA43NL (for 2" Line)
Water Meter 3/4": Bass & Hays/548A
Boxes 1": Bass & Hays/548A
1 1/2" & 2": Bass & Hays/55A
Service Line 1": Type K Copper Tubing, NSF 372 Compliant
Tubing 2": AWWA C901 HDPE Tubing
Exterior Pipe Ductile Iron Pipe: AWWA C105 Polyethylene Encasement
Coating Linear: 8mil; Cross-Linked: 4mil
16" or larger/ At Fittings: 8-mil linear
at Fittings (Stipulates virgin PE material for both)
Interior Pipe Ductile Iron Pipe: AWWA C104 Mortar Lining
Lining
16" or larger
Flanged Pipe Ductile Iron Pipe - AWWA C115 Flanged Ductile Iron Pipe
3" or larger Heavy Hex Bolts & Nuts - Zinc, Cadmium or Flouropolymer
Water Meter Coated
or Fire-Rated
Master Meter
Project Material Submittal Checklist for SANITARY SEWER
The following items are acceptable materials to the City for the purpose of public wastewater infrastructure construction.
It is not intended to be an exhaustive list but to show the specific manufactured items produced by the most common
manufacturers the City sees. Items not on this list may be submitted and accepted, provided they meet the same
minimum specifications as the items listed below.
Item Acceptable Manufacturers/Product Minimum Specifications
Gravity Pipe Diamond Plastics/SDR-26, SDR-35 PVC ASTM D3034 SDR-35
(4"-15") JM Eagle/Ring-Tite SDR-26, SDR-35 PVC ASTM D3034 SDR-26
Northern Pipe Products/SDR-26, SDR-35
North American Eagle/SDR-26, SDR-35
Gravity Pipe Diamond Plastics/F679 PVC ASTM F679 PS46
(>15") JM Eagle/Ring-Tite F679 PVC ASTM F679 PS115
North American Eagle/F679
PVC Pressure Diamond Plastics/IPS SDR-26 ASTM D2241 or C900
Pipe JM Eagle/IPS Ring-Tite SDR-26
(4"-12") Vinyltech Green Pipe/C900
North American Eagle/IPS SDR-26
PVC Pressure Diamond Plastics/C905 AWWA C905, DR-25
Pipe JM Eagle/Big Blue
(>12") North American Eagle/C905
Ductile Iron American Cast Iron/Fast-Tite AWWA C151
Pipe McWane Ductile/Tyton, Fastite
US Pipe/Tyton Joint
Griffin Pipe/ H2SewerSafe
Ductile Iron Tyler Union/AWWA C153 AWWA C153 Compact Fittings
Fittings Star Pipe Products/AWWA C153 Mechanical Joint
(Compact) SIP Industries/AWWA C153
Ductile Iron Tyler Union/AWWA C110 AWWA C110
Fittings Star Pipe Products/AWWA C110 Mechanical Joint
(Full) SIP Industries/AWWA C110 Flange Joint Fittings
PVC Fittings Plastic Trends/SDR-35, SDR-26 ASTM D3034 (4"-15")
(Gravity) Multi Fittings/SDR-35, SDR-26
GPK/SDR-35, SDR-26 ASTM F679 (>15")
Pressure Pipe PVC Pipe: ASTM F477 Elastomeric Seals
Joints PVC Pipe: ASTM D3139 Joints for Plastic Pressure Pipe
Ductile Iron Pipe: AWWA C111 Rubber-Gasketed Joints
Gravity Pipe Plastic Trends/SDR-35, SDR-26 PVC: ASTM F477 Elastomeric Seals
Joints Multi Fittings/SDR-35, SDR-26 PVC: ASTM D3212 Joints for Plastic Sewer Pipe
GPK/SDR-35, SDR-26
Casing Pipe RACI/HDPE
Spacers APS/Stainless Steel, SSI18, SSI12
CCI Pipeline/Stainelss Steel, CSS8, CSS12
PSI/Stainless Steel, S8, S12
Manhole Frame East Jordan Iron Works/V1420, 1480A Pick Slots, outside floodplain, 30" clear opening
& Cover East Jordan Iron Works/V1420, 1480 Lid 2 Pick Slots, inside floodplain, 30" clear opening
(The 1480 Lid 2 manhole cover is the only one
allowed for watertight conditions)
Cast Iron Cover ASTM A48 Class 35B minimum
360 lb minimum weight requirement - cover & frame
30" nominal cover diameter
Cover marked "Sanitary Sewer"
Pick Slots (not holes)
Project Material Submittal Checklist for SANITARY SEWER
The following items are acceptable materials to the City for the purpose of public wastewater infrastructure construction.
It is not intended to be an exhaustive list but to show the specific manufactured items produced by the most common
manufacturers the City sees. Items not on this list may be submitted and accepted, provided they meet the same
minimum specifications as the items listed below.
Item Acceptable Manufacturers/Product Minimum Specifications
Flexible Pipe Fernco/ASTM C1173 ASTM C1173 Flexible Transition Couplings
Adaptor (pipe Mission/ASTM C1173 ASTM D5926 PVC Gaskets for Sanitary Sewer Systems
to pipe) Indiana Seal Shear Guard/ASTM C1173 Coupling Support
Assemblies
Manhole 4,000 PSI @ 28 days
Concrete Mix 25% maximum fly ash in lieu of cement allowed
Design ASTM C94
Flexible Tap Fernco/TSW-4, TSW-6 PVC
Saddles NDS/ 4Y/C, 6Y/C Series 300 stainless steel clamps
Exterior Pipe Ductile Iron Pipe: AWWA C105 Polyethylene
& Fitting Encasement
Coating
Interior Pipe Protecto 401 Ceramic Epoxy Ductile Iron Pipe: Protecto 401 Cermic Epoxy
& Fitting or approved equivalent
Lining
Resilient ASTM C923
Connectors
(manhole to pipe)
Mainline Bass & Hays/BH339 Cast Iron ASTM A48Class 35B minimum
Cleanout
Castings
Air & Vacuum AWWA C512 Air Release, Air/Vacuum, and Combination
Release Valves Air Valves
(force mains) 3" & Smaller: Standard Iron Thread Inlet Connection
4" & Larger: Flanged Inlet Connection, Class 250
Internal Metal Parts-Stainless Steel, Bronze or Brass
316 Stainless Steel Flange Connection Hardware
Designed for Sewer Application
Backwash Assembly
Steel
Encasement
Prefab DFW Infrastructure, Inc.
Sewer Manholes Warren Environmental, Inc. S-301 Epoxy Spray System
Lining Fuquay, Inc.
SpectraShield Liner Systems
Project Material Submittal Checklist for PAVING
The following items are acceptable materials to the City for the purpose of public paving infrastructure construction.
It is not intended to be an exhaustive list but to show the specific manufactured items produced by the most common
manufacturers the City sees. Items not on this list may be submitted and accepted, provided they meet the same
minimum specifications as the items listed below.
Item Acceptable Manufacturers/Product Minimum Specifications
Paving Concrete Mix 3,500 p.s.i. machine poured @ 28 days
Design 4,500 p.s.i. hand poured @ 28 days
25% maximum fly ash in lieu of cement allowed
ACI-318, ACI-301, ASTM C94
Sidewalk Concrete: 3,000 p.s.i @ 28 days
Sidewalk Reinforcement Fibermesh 150 1.5" lengths
PSI Fiberstrand F 1.5 lb/CY application rate
ASTM C1116/C1116M
Water Reducing Admixture ASTM C 494C C494M
Air Entraining Admixture ASTM C260, AASHTO M154, CRD-C 13
Aggregate Analysis ASTM #467 ASTM #57 TXDot 2
ASTM C-33- TXDOT 421
ASTM C-94 & ACI 211
Curing Compound ASTM C309
white pigmented curing compound
Barrier Free Ramp Pavers Pavestone Truncated dome
terra cotta color
ASTM C936, C-33
Project Material Submittal Checklist for DRAINAGE
The following items are acceptable materials to the City for the purpose of public drainage infrastructure construction.
It is not intended to be an exhaustive list but to show the specific manufactured items produced by the most common
manufacturers the City sees. Items not on this list may be submitted and accepted, provided they meet the same
minimum specifications as the items listed below.
Item Acceptable Manufacturers/Product Minimum Specifications
Reinforced Johnson Pipe Reinforced Concrete ASTM C76
Concrete Pipe Class III if at least 2 ft cover
Class IV if less than 2 ft cover
Aluminized Steel Contech Aluminized Steel Type II Sprial Rib, Corrugated Metal
Pipe ASTM A760 AASHTO M36.
(18" - 48") Embedment shall include crushed stone at least 12"
above crown
Couplings Aluminized Steel: Aluminized Steel Locking Coupling Bands
Pipe Joints RCP: ASTM C443 Rubber Gasketed Joints or ASTM C990
Preformed Flexible Joint Sealants
Aluminized Steel: Rubber Gasketed Bell & Spigot
Cast in Place 3,000 psi
Concrete Manholes Class A Concrete - NCTCOG Item 702.2.4.2
Junction Boxes, & Inlets Reinforcing Steel - Refer to City of Denton Details
Manhole/Junction Box Cast Iron Cover ASTM A48 Class 30 B minimum
Frame & Cover 400 lb weight requirement - cover & frame
24" nominal cover diameter
Cover marked "Storm Sewer"
Pick Slots (not holes)
Inlet Frame & Cover Bass & Hays/ #226L Cast Iron Cover ASTM A48 Class 30 B minimum
Cover Marked "Storm Sewer"
Lockable
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Geotechnical Engineering Report
McKinney Street Improvements
Denton, Texas
October 10, 2018
Terracon Project No. 94175295
Prepared for:
Huitt-Zollars, Inc.
Dallas, Texas
Prepared by:
Terracon Consultants, Inc.
Dallas, Texas
Terracon Consultants, Inc. 8901 Carpenter Freeway, Suite 100 Dallas, Texas 75247 Registration No. F-3272
P [214] 630 1010 F [214] 630 7070 terracon.com
October 10, 2018
Huitt-Zollars, Inc.
1717 McKinney Avenue, Suite 1400
Dallas, TX 75202
Attn: Mr. John Ho, P.E.
P: (214) 934-5635, Ext. 10174
E: jho@Huitt-Zollars.com
Re: Geotechnical Engineering Report
McKinney Street Improvements
Woodrow Lane to Grissom Road
Denton, Texas
Terracon Project No. 94175295
Dear Mr. Ho:
This report presents the results of our borings and laboratory testing programs and provides
pavement recommendations for the McKinney Street improvements in Denton, Texas. This study
was performed in general accordance with our subconsultant agreement between Huitt-Zollars,
Inc. and Terracon for this project.
We appreciate the opportunity to be of service to you on this project. If you have any questions
concerning this report, or if we may be of further service, please contact us.
Sincerely,
Terracon Consultants, Inc.
Texas Registration #3272
Nafiz Ahmed, P.E. Tim Abrams, P.E.
Senior Engineer Senior Principal
TABLE OF CONTENTS
Page
INTRODUCTION ............................................................................................................ 1
PROJECT INFORMATION ............................................................................................ 1
Project Description .............................................................................................. 1
Site Location and Description ............................................................................. 2
SUBSURFACE CONDITIONS ....................................................................................... 2
Geology .............................................................................................................. 2
Site Exploration ................................................................................................... 2
Subsurface Conditions ........................................................................................ 3
Groundwater ....................................................................................................... 3
RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION ..................................... 4
Geotechnical Considerations .............................................................................. 4
Earthwork ........................................................................................................... 5
Site Preparation ....................................................................................... 5
Suitable Fills ............................................................................................ 5
Compaction Requirements ...................................................................... 5
Pavement Subgrade ................................................................................ 6
Pavement Design Traffic ..................................................................................... 7
Pavement Design Values .................................................................................... 8
Pavement Sections ............................................................................................. 9
GENERAL COMMENTS ...............................................................................................10
EXHIBITS
Exhibit 1 Site Location
Exhibits 2 through 6 Exploration Plans
APPENDIX A – FIELD EXPLORATION
Exhibit A-1 Field Exploration Description
Exhibits A-2 through A-14 Boring Logs
Exhibits A-15, A-16, A-17 Subsurface Profiles (A-A’, B-B’, C-C’)
Exhibit A-18 ESALs Calculations
Exhibit A-19 Pavement Design (AASHTO 1993 Method))
APPENDIX B – SOIL LABORATORY TESTING
Exhibits B-1 – B-2 Laboratory Testing
APPENDIX C – SUPPORTING DOCUMENTS
Exhibit C-1 General Notes
Exhibit C-2 Unified Soil Classification System
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
October 10, 2018 ■ Terracon Project No. 94175295
i
EXECUTIVE SUMMARY
McKinney Street widening improvements are planned between Woodrow Lane to Grissom Road in
Denton, Texas. Thirteen borings were drilled to depths of 10 and 20 feet. The purpose of this study
is to provide pavement subgrade preparation and pavement section recommendations.
The following geotechnical considerations were identified:
The on-site soils encountered in the borings majorly consisted of sandy lean clays, fat clays,
fat shaley clays, and sand to depths of 10 and 20 feet. Groundwater seepage was observed
in the majority of the borings during and/or upon completion of the borings at depths between
13 to 19 feet below grade.
Soluble sulfate test results indicated that 46 to 2,186 parts per million (ppm) of soluble
sulfate were present within 6 feet of the soils encountered in the borings, except in Boring
B-7. Sulfate concentration of 13,536 ppm was present in Boring B-7 at a depth of 4 to 6
feet below grade. The subgrade should be prepared as recommended in this report to
avoid sulfate-induced heave where sulfate concentration is higher than 3,000 ppm.
Lime stabilization of the pavement subgrade is required by the City of Denton. There are
areas where sulfate concentration is high and could react with lime to result in subgrade
heave. Double-lime application can be used where sulfate concentration ranges from
3,000 ppm to 10,000 ppm. Flexible base can be used in lieu of lime stabilization where
sulfate concentrations are more than 10,000 ppm. Cement stabilization is recommended
for the subgrade consisting of clayey sand or sand materials.
Portland cement concrete or asphalt pavement sections are being considered for the
street widening improvements. Pavements construction recommendations are provided in
this report.
This summary should be used in conjunction with the entire report for design purposes. It should
be recognized that details were not included or fully developed in this section, and the report must
be read in its entirety for a comprehensive understanding of the items contained herein. The section
titled GENERAL COMMENTS should be read for an understanding of the limitations of the report.
Responsive ■ Resourceful ■ Reliable 1
GEOTECHNICAL ENGINEERING REPORT
MCKINNEY STREET IMPROVEMENTS
DENTON, TEXAS
Terracon Project No. 94175295
October 10, 2018
INTRODUCTION
The project will consist of widening McKinney Street between Woodrow Lane to Grissom Road in
Denton, Texas. Terracon’s scope of services included drilling and sampling 13 borings to depths of
10 and 20 feet, laboratory testing, and engineering analyses. The purpose of these services is to
provide information and geotechnical engineering recommendations relative to:
subsurface soil conditions
groundwater conditions
earthwork
pavement subgrade preparation
pavement design considerations
and pavement sections
PROJECT INFORMATION
Project Description
Item Description
Site layout
See Appendix A,
Exhibit 1, Site Location, and
Exhibit 2 through 6, Exploration Plan
Planned improvements Joint reinforced concrete and/or asphalt concrete pavements
Finished grade elevation The finished grade elevations of the proposed pavements are expected to
be within approximately ± 1 to 3 feet of existing grade.
Traffic (anticipated) Traffic may include automobiles, light trucks, school buses, garbage
trucks, tractor-trailer trucks and occasional fire trucks and ambulances.
Street Classification
(assumed) Arterial or Commercial Collector
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
October 10, 2018 ■ Terracon Project No. 94175295
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Site Location and Description
Item Description
Project limits Woodrow Lane to Grissom Road
Existing Street Asphalt pavement
Current ground cover Asphalt paving, dirt, gravel, grass and shrubs
SUBSURFACE CONDITIONS
Geology
The site is situated on an outcrop of the Woodbine Formation. The Woodbine is a series of
ferruginous, argillaceous sands, laminated clays (some of which are bituminous), ironstone, and
some gravel.
Historically the Woodbine is a member of the “upper” or Gulf Series of Cretaceous age. The
depositional pattern of soils is characteristic of a high-destructive deltaic system. As a result of
this geological activity, the Woodbine Formation is a heterogeneous admixture of materials
ranging from highly active clays, through sandy clays and silts, to sand and gravel. Large masses
of very hard sandstone occur locally and are commonly referred to as boulders. Relatively firm
shales are often encountered at varying depths below the surface. Additionally, the type material
encountered may vary widely over very short distances both laterally and vertically. Sand layers
and lenses which are found throughout the formation tend to serve as aquifers for subsurface
runoff. Therefore, groundwater may be encountered on a seasonal basis.
Site Exploration
Subsurface conditions were explored by drilling thirteen borings at the approximate locations
shown on Exhibits 2 through 6. A description of the field work is presented on Exhibit A-1 in
Appendix A. Boring logs are presented on Exhibits A-2 through A-14.
Conditions encountered at individual boring location are indicated on the boring logs. Stratification
boundaries on the boring logs represent the approximate location of changes in soil types; in-situ,
the transition between materials may be gradual. More details can be found on the boring logs.
Laboratory and field tests were performed to classify the soil, engineering properties of the soil,
and measured soil strengths. Brief descriptions and results of these tests are presented in
Appendix B and on the boring logs.
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
October 10, 2018 ■ Terracon Project No. 94175295
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Subsurface Conditions
Subsurface profile diagrams presented in Exhibits A-15, A-16, and A-17 indicate the variability of
the subsurface conditions. Sulfate test results indicated that the concentration of soluble sulfate
of the grayish tan fat clay encountered at a depth of 4 to 6 feet in Boring B-7 is very high. There
is a possibility of high sulfate zone within the project limits between the borings.
Based on the results of the field tests and laboratory tests, subsurface conditions on the project site
can be generalized as below.
Stratum Approximate Depth to
Bottom of Stratum Material Encountered Consistency
/Density
Liquid Limit (LL)
Plasticity Index (PI)
1 8 inches in Boring B-8 Asphalt pavement --- ---
2 2 feet in Borings B-1 and B-
6
Fill materials, fat clay
(CH) and sandy lean
clay (CL), light brown
and brown, with sand
and gravel
Very stiff to hard LL: 26 to 50
PI: 10 to 31
31
8 to16 feet in Borings B-1,
B-2, B-6, B-7, B-10 and B-
12, and the termination
depth of 20 feet in Borings
B-3 and B-11
Fat clay (CH), dark
brown, brown, grayish
tan, tan and gray
Stiff to hard LL: 51 to 64
PI: 37 to 43
4
4 to 17 feet in borings B-1,
B-3 through B-7, B-9, B-10,
and B-11, and termination
depth of 20 feet in Borings
B-8 and B-13
Sandy lean clay (CL),
dark brown, brown,
grayish tan, tan and
gray
Stiff to hard LL: 20 to 49
PI: 11 to 38
5
14 to termination depth of
20 feet in Borings B-2, B-3,
B-10, B-11, and B-12
Fat clay (CH), shaley,
grayish tan, tan and
gray
Very stiff to hard LL: 51 to 68
PI: 30 to 45
6
2 to termination depth of 20
feet in Borings B-1, B-4, B-
8, and B-13
Clayey sand (SC),
reddish tan, grayish
tan, brown, tan and
gray
Medium dense to
dense
LL: 30 to 55
PI: 17 to 41
7
Termination depth of 20
feet in Borings B-4, B-5, B-
7, B-9, B-10, and B-12
Sand (SP), tan, gray
and light gray, with
cementation
Medium dense to
very dense ---
Note: 1. Presence of hydrocarbon odor within dark gray fat clay below 7 feet in Boring B-6
Groundwater
The borings were advanced using dry auger drilling techniques which allows short-term
groundwater observations to be made while and upon completion of drilling. Groundwater
seepage was observed in the majority of the borings during and upon completion of borings. The
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
October 10, 2018 ■ Terracon Project No. 94175295
Responsive ■ Resourceful ■ Reliable 4
approximate depth to groundwater in the borings where groundwater was observed are presented
in the table below.
Boring
Number
Depth to groundwater during
drilling1, feet
Depth to groundwater upon
completion of boring1, feet
B-3 12 11
B-4 19 Dry
B-5 Dry 11
B-7 Dry 17
B-8 15 17
B-9 14 Dry
B-10 15 13
Note: 1. Depths are approximate
These groundwater observations provide an indication of the groundwater conditions present at
the time of drilling. Groundwater level fluctuations occur due to seasonal variations in the amount
of rainfall, runoff, water levels in the creek, landscape irrigation and other factors not evident at
the time the borings were performed. Therefore, groundwater levels during construction or at
other times upon completion of the construction may be different than the levels indicated on the
boring logs. The possibility of groundwater level fluctuation should be considered when
developing the construction plans for the project.
RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION
Geotechnical Considerations
Subgrade materials at this site will consist of fat clays, sandy lean clays and clayey sands.
Portland cement concrete or asphaltic concrete pavement can be used for the street widening of
this project. We recommend that the subgrade be stabilized with lime as recommended in this
report. Lime stabilization is not suitable where sulfate concentration is high. During construction
phase, field testing using TxDOT Methods TEX-146-E (conductivity test for field detection of
sulfate in soils) should be used to determine where high soluble sulfate concentrations could be
present. TxDOT Method TEX-145-E should then be used to help determine if sulfate
concentrations are less than 3,000 ppm and suitable for lime stabilization. In lieu of lime
stabilization, flexible base materials can be used for subgrade preparation.
Geotechnical recommendations are presented in the following report sections for earthwork,
pavement subgrade preparation, and pavement design considerations and pavement sections.
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
October 10, 2018 ■ Terracon Project No. 94175295
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Earthwork
Site Preparation
The new pavement areas should be stripped of vegetation and existing fill materials. The exposed
subgrade should be proof rolled prior to placing any fill to raise pavement grades.
The proof rolling should be performed with a fully loaded, tandem-axle dump truck or other
equipment providing an equivalent subgrade loading. A minimum gross weight of 20 tons is
recommended for the proof-rolling equipment. The proof rolling should consist of several
overlapping passes in mutually perpendicular directions over a given area. Any soft or pumping
areas should be removed to firm ground. Fill should be uniformly compacted to the criteria
described in Section 4.2.3 Compaction Requirements. It should then be protected and
maintained in a moist condition until the pavement subgrade is stabilized with either lime or
cement.
If the pavement subgrade is disturbed or allowed to desiccate prior to the placement of the
pavement, it should be reworked and properly compacted to the recommendations in this report
immediately prior to paving. The pavement subgrade should be graded to prevent ponding and
infiltration of excessive moisture on or adjacent to the subgrade surface.
Suitable Fills
Fill materials should meet the criteria given below.
Nomenclature Technical Description Appropriate Use
On-site soils
Free of vegetation, organic material, debris,
and rocks dimensions suitable for lime or
cement stabilization.
General site grading
Pavement subgrade
Utility trench backfill Imported fill
Clean clay soil (free of deleterious material and
debris) with a liquid limit (LL) less than 50
percent and no rock greater than 4 inches in
maximum dimension. The imported soils should
have soluble sulfate concentrations of less than
3,000 ppm.
Flexible Base
TxDOT Item 247, Type D, Grade 1 or 2.
Recycled concrete meeting this gradation is
acceptable.
Pavement subgrade
Compaction Requirements
Recommendations for compaction are presented in the following table. We recommend that
engineered fill be tested for moisture content and compaction during placement. Should the
results of the in-place density tests indicate the specified moisture or compaction limits have not
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
October 10, 2018 ■ Terracon Project No. 94175295
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been met, the area represented by the test should be reworked and retested as required until the
specified moisture and compaction requirements are achieved.
Item Description1
Subgrade preparation for fills Surface scarified to a minimum depth of 6 inches and
compacted to criteria below.
All fills; loose lift thickness 9 inches or less
General site fills and utility trench
backfill above pipe bedding
A minimum of 95% maximum standard Proctor dry density
(ASTM D 698) at a minimum of +2 percentage points above
optimum moisture content.
Pavement Subgrade
(lime treated)
A minimum of 95% maximum standard Proctor dry density
(ASTM D 698) in the range of 0 to +3 percentage points of
optimum moisture content.
Pavement Subgrade
(cement treated)
A minimum of 95% maximum standard Proctor dry density
(ASTM D 698) in the range of -2 to +2 percentage points of
optimum moisture content.
Flexible Base
A minimum of 98% maximum standard Proctor dry density
(ASTM D 698) in the range of -2 to +2 percentage points of
optimum moisture content.
1. The compaction criteria should meet or exceeds the requirements of City of Denton
Pavement Subgrade
Subgrade materials at this site are expected to consist of fat clays, sandy lean clays and clayey
sands. These soils are subject to loss of support with the moisture increases that can occur
beneath paving. Lime stabilization is recommended beneath the pavement sections. There are
some locations, such in Borings B-4, B-8 and B-13, clayey sand (SC) was encountered within
upper 4 feet. Cement stabilization is recommended where clayey sand or sand is present.
Lime application rate should be determined after rough grading. For estimating purposes, based
on the subsurface conditions encountered in the borings, we recommend 8 percent lime (TxDOT,
Item 260) by dry weight be used. The lime should be thoroughly mixed and blended with the top
12 inches to meet city standards of the subgrade. Stabilization should extend a minimum of one
foot beyond the edge of the pavement. During construction phase of the project, Lime-PI series
tests should be performed prior to lime applications.
Soluble sulfate tests (TxDOT Method, TEX-145-E) were performed on the soils obtained from
depths range of existing surface to 6 feet in the borings to determine the concentration of soluble
sulfate. The results were presented in Appendix B. Except one location, the results indicated that
the sulfate concentrations in the range of 46 to 2,186 parts per million (ppm) were present in the
soil samples. The sulfate concentration of 13,536 ppm was present in Boring B-7 at a depth of 4
to 6 feet below grade.
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
October 10, 2018 ■ Terracon Project No. 94175295
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Generally, sulfate concentration less than 3,000 ppm have a low potential of sulfate-induced
heave if lime stabilization is used. Soluble sulfate test results indicated that lime stabilization is
suitable for the majority of the project alignment with clayey soils. Additional sulfate tests should
be performed during subgrade preparation prior to mixing of lime.
The areas where the concentration of sulfate in the soils is more than 10,000 ppm have a very
high potential of sulfate induced heave. Lime stabilization is not suitable in this area because of
the high risk of sulfate-induced heave and disruption, which can result in failure of the pavement.
Subgrade stabilization of high sulfate soils of concentrations between 3,000 to 10,000 ppm may
require lime slurry, mixing, mellowing, curing water content of minimum 3 percentage above
optimum for compaction and may require an extended mellowing period of longer than 72 hours.
Additional sulfate tests should be performed during subgrade preparation prior to mixing of lime
in this area. Field conductivity test for the detection of sulfates in soils (TxDOT method TEX-146-
E) may be used during construction phase to determine the extent of high sulfate zone. Flexible
base materials can be used for the pavement subgrade in lieu of lime stabilization where lime
stabilization is not suitable.
Flexible base can be used in lieu of lime stabilization where sulfate concentrations are more than
10,000 ppm.
Cement stabilization for the pavement subgrade is recommended where clayey sand or sand is
present along the project alignment. For estimating purposes, we recommend minimum 5 percent
cement (TxDOT, Item 275) by dry weight be used. The cement should be thoroughly mixed and
blended with the top 12 inches to meet city standards. Stabilization should extend a minimum of
one foot beyond the edge of the pavement.
Site grading is generally accomplished early in the construction phase. However, as construction
proceeds, the subgrade may be disturbed due to utility excavations, construction traffic,
desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement
construction and corrective action will be required. The subgrade should be carefully evaluated
at the time of pavement construction for signs of disturbance or excessive rutting. If disturbance
has occurred, pavement subgrade areas should be reworked, moisture conditioned, and properly
compacted to the recommendations in this report immediately prior to paving.
Pavement Design Traffic
Asphaltic pavement and portland cement jointed reinforced concrete pavement are being
considered for this project. The proposed street construction may be categorized as “Arterial” or
“Commercial Collector” as indicated in the City of Denton “Standard Details”.
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
October 10, 2018 ■ Terracon Project No. 94175295
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The following predicted Annual Average Daily Traffic (AADT) for our pavement analysis for the
segment of the McKinney Street extending from Loop 288 to the east end of the planned street
construction. This traffic information is based on TxDOT Statewide Planning Map in the year of
2036 with a maximum 20-year growth rate of 1.7 percent.
1. Growth Rate: 1.7%
2. 2036 AADT: 19,890 (two way Traffic)
3. 24-hour Truck Percentage : 8.4
No traffic information was provided for the segment of the McKinney Street extending from Loop
288 to the west side of the planned street construction.
To perform the pavement analysis for design life of 20 years, we calculated total AADT for the
year 2016 using the following equation:
(ࡰࢀ ࢌ࢘ ) = (ࡰࢀ ࢌ࢘ ) ∗ ( + /)
(2036 – 2016)
Where,
A = Percent of the annual growth rate= 1.7
AADT for 2036 = 19,890 (both way traffic)
Calculated AADT for 2016 = 14,198 (both way traffic)
Calculated AADT for 2016 = 7100 (one-way traffic)
The assumed vehicle type distribution used to compute the design 18 Kip Equivalent Single Axle
Loads (ESALs) are presented on Exhibit A-18. The computed values were rounded up to
14,000,000 ESALs for the rigid concrete pavement and 13,000,000 ESALs flexible pavement.
The traffic distribution was assumed. A traffic count with number of vehicle axles would be
required to adjust the estimated ESALs assumed for pavement design.
Pavement Design Values
The pavement thickness calculations were performed using the following design parameters. The
analyses were performed in accordance with the American Association of State Highway and
Transportation Officials (AASHTO), 1993.
Design Inputs Value
CBR 3
Subgrade Support Used (pci) 110
Reliability (%) 85
Standard Deviation for Rigid Pavement 0.35
Standard Deviation for Flexible Pavement 0.45
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
October 10, 2018 ■ Terracon Project No. 94175295
Responsive ■ Resourceful ■ Reliable 9
Design Inputs Value
Initial Serviceability for Rigid Pavement 4.5
Initial Serviceability for Flexible Pavement 4.2
Terminal Serviceability for Rigid Pavement 2.5
Terminal Serviceability for Flexible Pavement 2.0
Concrete Compressive Strength (psi) 4,000
Modulus of Elasticity of Concrete (psi) 3,605
Modulus of Rupture of Concrete (psi) 580
Load Transfer (“J” Factor) 3.2
Drainage Coefficient 1.0
Asphalt Layer Coefficient for Type C 0.44
Asphalt Layer Coefficient for Type B 0.40
Lime Treated Subgrade 0.08
Pavement Sections
Pavement sections were computed in accordance with American Association of State Highway
and Transportation Officials (AASHTO), 1993 based on 2036 AADT provided. Our computed
values and the City of Denton’s standard design for Arterial Collector pavements are presented
in the tables below. The standard City of Denton pavement sections are adequate for the
assumed ESALs based on 20-year AADT provided. The City of Denton’s pavement standards
indicate the standard pavement sections are based on design life for asphalt pavement of 20
years and for reinforced concrete pavement of 40 years.
ASPHALT PAVEMENT SECTION1, 2
Pavement Sections Arterial Collector
Pavement Design Computed Asphalt
Pavement Section
City of Denton
Pavement Section
Calculated ESAL’s (20 years) 13,000,000 13,000,000
Asphaltic Surface
(TxDOT Item 340, Type C) 3.0 inches 3.0 inches
Asphalt Base Course
(TxDOT Item 340, Type B) 8.0 inches 9.0 inches
Lime or Cement Stabilized Subgrade
(TxDOT Item 260 or 275) 12.0 inches 12.0 inches
Note: 1. Pavement should be constructed to conform or exceeds the requirements of City of Denton
2. Refer Exhibit A-19, Pavement Design (AASHTO 1993 Method)
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
October 10, 2018 ■ Terracon Project No. 94175295
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PORTLAND CEMENT CONCRETE PAVEMENT SECTION1, 2
Pavement Sections Arterial Collector
Pavement Design Computed Reinforced
Concrete Pavement
City of Denton Reinforced
Concrete Pavement
Calculated ESAL’s (20 years) 14,000,000 14,000,000
Joint Reinforced Pavement 11.0 11.0
Lime or Cement Stabilized Subgrade
(TxDOT Item 260 or 275) 12.0 12.0
Note: 1. Pavement should be constructed to conform or exceeds the requirements of City of Denton
2. Refer Exhibit A-19, Pavement Design (AASHTO 1993 Method)
We can review and revise the pavement sections once a detail traffic counts, such as passenger
cars, pick-up trucks or vans, school buses, garbage/dumpster trucks, fire trucks, ambulances and
any other types of traffic applicable for this project are available to us.
GENERAL COMMENTS
Terracon 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. Terracon also should be retained to provide observation and testing
services during grading, excavation, foundation construction and other earth-related construction
phases of the project.
The analysis and recommendations presented in this report are based upon the data obtained
from the borings performed at the indicated locations 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, 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.
This report has been prepared for the exclusive use of our client for specific application to the
project discussed and has been prepared in accordance with generally accepted geotechnical
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
October 10, 2018 ■ Terracon Project No. 94175295
Responsive ■ Resourceful ■ Reliable 11
engineering practices. No warranties, express 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
Terracon reviews the changes and either verifies or modifies the conclusions of this report in
writing.
Responsive ■ Resourceful ■ Reliable
EXHIBITS
Begin of the projectSITE LOCATIONEnd of the project8901 Carpenter Fwy Ste 100 Dallas, TX 75247-4547 94175295AERIAL PHOTOGRAPHY PROVIDED BY MICROSOFT BING MAPSMcKinney Street ImprovementsWoodrow Lane to Grissom RoadDenton, TexasDIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSESProject Manager:Drawn by:Checked by:Approved by:NATGATGANAClick1/10/18Scale:Project No.File Name:Date:AS SHOWN1Exhibit
EXPLORATION PLAN8901 Carpenter Fwy Ste 100 Dallas, TX 75247-4547 94175295AERIAL PHOTOGRAPHY PROVIDED BY MICROSOFT BING MAPSMcKinney Street ImprovementsWoodrow Lane to Grissom RoadDenton, TexasDIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSESProject Manager:Drawn by:Checked by:Approved by:NATGATGANAClick1/10/18Scale:Project No.File Name:Date:AS SHOWN2Exhibit
EXPLORATION PLAN8901 Carpenter Fwy Ste 100 Dallas, TX 75247-4547 94175295AERIAL PHOTOGRAPHY PROVIDED BY MICROSOFT BING MAPSMcKinney Street ImprovementsWoodrow Lane to Grissom RoadDenton, TXDIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSESProject Manager:Drawn by:Checked by:Approved by:NaTGATGANAClick1/10/18Scale:Project No.File Name:Date:AS SHOWN3Exhibit
EXPLORATION PLAN8901 Carpenter Fwy Ste 100 Dallas, TX 75247-4547 94175295AERIAL PHOTOGRAPHY PROVIDED BY MICROSOFT BING MAPSMcKinney Street ImprovementsWoodrow Lane to Grissom RoadDenton, TXDIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSESProject Manager:Drawn by:Checked by:Approved by:NATGATGANA??Scale:Project No.File Name:Date:AS SHOWN4Exhibit
EXPLORATION PLAN8901 Carpenter Fwy Ste 100 Dallas, TX 75247-4547 94175295AERIAL PHOTOGRAPHY PROVIDED BY MICROSOFT BING MAPSMcKinney Street ImprovementsWoodrow Lane to Grissom RoadDenton, TXDIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSESProject Manager:Drawn by:Checked by:Approved by:NATGATGANAClick1/10/18Scale:Project No.File Name:Date:AS SHOWN5Exhibit
EXPLORATION PLAN8901 Carpenter Fwy Ste 100 Dallas, TX 75247-4547 94175295AERIAL PHOTOGRAPHY PROVIDED BY MICROSOFT BING MAPSMcKinney Street ImprovementsWoodrow Lane to Grissom RoadDenton, TXDIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSESProject Manager:Drawn by:Checked by:Approved by:NATGATGANAClick1/10/18Scale:Project No.File Name:Date:AS SHOWN6Exhibit
APPENDIX A
FIELD EXPLORATION
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
October 10, 2018 ■ Terracon Project No. 94175295
Responsive ■ Resourceful ■ Reliable Exhibit A-1
Field Exploration Description
Subsurface conditions were explored by drilling thirteen (13) borings to depths of 10 and 20 feet
at approximate locations indicated on Exhibits 2 through 6 in Exhibit section of the report. The
field exploration was performed on December 4, 5, 7, and 14, 2017. The boring locations were
established in the field by aid of a hand-held GPS and line of site markers. The boring locations
and elevations should be considered accurate only to the degree implied by the methods
employed to determine them.
The borings were performed using a truck-mounted drill rig. Traffic control (signs and cones) were
used during drilling operation wherever needed. Samples of the cohesive soils encountered in
the borings were obtained using push tube sampling procedures. Samples of the sandy soils and
sandstone bedrock encountered in the borings were obtained using split-spoon sampling
procedures. The samples were tagged for identification, sealed to reduce moisture loss, and taken
to the laboratory for further examination, testing, and classification. Upon the completion of
drilling, the boreholes were backfilled with soil cuttings.
Field boring logs were prepared by the drill crew. These logs included visual classifications of the
materials encountered as well as interpretation of the subsurface conditions between samples.
The boring logs included with this report represent the engineer’s interpretation of the field logs
and include modifications based on visual evaluation of the samples and laboratory test results.
The boring logs are presented in Exhibits A-2 through A-14 in Appendix A. General Notes to log
terms and symbols are presented in Exhibit C-1 in Appendix C.
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5645665685705725745765785805825845865885905920.013564566568570572574576578580582584586588590592 BT-104.5+(HP)4.5+(HP)2.0(HP)3.5(HP)3.25(HP)8.952.68161517264957LLPLB- 6 BT-203.5(HP)3.5(HP)3.75(HP)3.75(HP)43-38-50N=8816-18-38/3"N=38/3"2.302.401.8615141918204651UC(tsf)LLPLB- 7%w BT-201.5(HP)1.0(HP)3-5-7N=124.5+(HP)2.75(HP)4..5+4.5+(HP)1.483.251311121410303134UC(tsf)LLPLB- 8%w BT-204.5+(HP)4.5+(HP)4.5+(HP)4.5+(HP)3.5(HP)4.0(HP)N=50/5.5"4.462.681.6612141111383832UC(tsf)LLPLB- 9%wElevationSandy LeanClayFat ClayPoorly-gradedSandAsphalt Clayey SandProject Mngr:Approved By:Checked By:Drawn By:Project No.Scale:Date:Consulting Engineers and Scientists8901 CARPENTER FREEWAY DALLAS, TEXAS 75247FAX. (214) 630-7070PH. (214) 630-1010FROM ORIGINAL REPORT.NOT BE USED SEPARATELYTHIS DRAWING SHOULDNOTE: ALL BORING LOCATIONSARE APPROXIMATE.(Registration No.: F-3272)01/12/18NACDDNATGA94175295AS SHOWNSUBSURFACE PROFILE B-B'McKINNEY STREET IMPROVEMENTSA-16WOODROW LANE TO GRISSOM ROADDENTON, TEXASEXHIBITWater Level Readingat time of drilling.Sampling%w LL PLBoreholeTermination TypeBoreholeLithologyBoreholeNumberLiquid and Plastic LimitsWater Level Readingafter drilling.MoistureContentExplanationARBTB- 1
560565570575580585590595600560565570575580585590595600 BT-202.5(HP)2.25(HP)4.5+(HP)4.5+(HP)3.75(HP)3.0(HP)13-6-9N=152.601.51141718111818462759UC(tsf)LLPLB-10%w BT-201.75(HP)1.5(HP)3.0(HP)3.0(HP)3.25(HP)4.5+(HP)4.5+(HP)1.821.8191316182216203355UC(tsf)LLPLB-11%w BT-204.5+(HP)3.75(HP)4.5+(HP)4.5+(HP)4.5+(HP)4.5(HP)50/4"3.414.5021171819515554UC(tsf)LLPLB-12%w BT-203.25(HP)2.75(HP)4.5+(HP)4.25(HP)4.5+(HP)15-19-47N=6618-19-21N=402.641.542.3214111214554948UC(tsf)LLPLB-13%wElevationSandy LeanClayFat ClayPoorly-gradedSandClayey SandProject Mngr:Approved By:Checked By:Drawn By:Project No.Scale:Date:Consulting Engineers and Scientists8901 CARPENTER FREEWAY DALLAS, TEXAS 75247FAX. (214) 630-7070PH. (214) 630-1010FROM ORIGINAL REPORT.NOT BE USED SEPARATELYTHIS DRAWING SHOULDNOTE: ALL BORING LOCATIONSARE APPROXIMATE.(Registration No.: F-3272)01/12/18NACDDNATGA94175295AS SHOWNSUBSURFACE PROFILE C-C'McKINNEY STREET IMPROVEMENTSA-17WOODROW LANE TO GRISSOM ROADDENTON, TEXASEXHIBITWater Level Readingat time of drilling.Sampling%w LL PLBoreholeTermination TypeBoreholeLithologyBoreholeNumberLiquid and Plastic LimitsWater Level Readingafter drilling.MoistureContentExplanationARBTB- 1
Project Mgr: Project No. Prepared by: Checked by: Approved by: 8901 CARPENTER FRWY. DALLAS, TX 75247 PH: (214) 630-1010 Fax. (214) 630-7070 DENTON, TEXASNAAASHTO 1993 ESAL CALCULATOR FOR CONCRETE PAVEMENTS94175295EXHIBITNAA-18TGANAConsulting Engineers and ScientistsMcKINNEY STREET IMPROVEMENTS Scale: Date:Texas Registration 3272TGA8/15/2018Traffic Volume Analysis Axle Load and Type Gross EquivalencyVehicle DescriptionDays Weeks Period Axle 1 Axle 2 Axle 3 Weight Factorsper Weekper Year (years) (kips) (kips) (kips) (pounds)Axle 1 Axle 2 Axle 3Passenger car752202 S 2 S 4,000 0.0003 0.0003 022,665Pick-up truck or van752202 S 4 S 6,000 0.0003 0.004 0 77,523TARC bus752208 S 14 S 48,000 0.051 0.399 0 96,579Garbage/dumpster truck7522020 S 35 T 55,000 1.49 1.245 0 23,490Semi-tractor trailer7522012 S 34 T 34 T 80,000 0.229 1.11 1.11 1,261,447Semi-tractor trailer light7522012 S 18 s 18 T 48,000 0.229 1 0.109 976,356Vehicle type H10752204 S 16 S 20,000 0.004 0.646 0 1,506,632Vehicle type H15752206 S 24 S 30,000 0.017 3.09 0 2,667,302Vehicle type H20752208 S 32 S 40,000 0.051 10.5 0 4,528,907Vehicle type HS20752208 S 32 S 32 S 72,000 0.051 10.5 10.5 1,807,195Terminal Serviceability, rt2.5Total AASHTO ESAL's12,968,095Assumed Structural Number, SN3ESAL Class 3Traffic Growth Rate, %/yr1.7Traffic CategoryAsphaltic Concrete PavementESAL'sAASHTO 1993 ESAL Calculator for Flexible PavementsSummary:2560Heavy Duty Pavement 8527010Quantity in theDesign Lane4,4002,100110050Traffic Volume Analysis Axle Load and Type Gross EquivalencyVehicle DescriptionDays Weeks Period Axle 1 Axle 2 Axle 3 Weight FactorsESAL'sper Week per Year (years) (kips) (kips) (kips) (pounds)Axle 1 Axle 2 Axle 3Passenger car752202 S 2 S 4,000 2E-04 0.0002 015,118Pick-up truck or van752202 S 4 S 6,000 2E-04 0.002 0 39,669TARC bus752208 S 14 S 22,000 0.032 0.337 0 79,197Semi-tractor trailer7522012 S 34 T 34 T 80,000 0.174 1.96 1.96 2,108,771Semi-Tractor Trailer light7522012 S 18 T 18 T 48,000 0.174 0.131 0.131 318,156Vehicle type H10752208 S 24 T T 20,000 0.032 0.44 0 1,094,043Vehicle type H15752206 S 24 S 30,000 0.01 3.5 0 3,013,265Vehicle type H20752208 S 32 S 40,000 0.032 12 0 5,164,606Vehicle type HS20752208 S 32 S 32 S 72,000 0.032 12 12 2,063,088Terminal Serviceability, rt2.5Total AASHTO Rigid ESAL's13,895,914Assumed Pavement Thickness, in.11Traffic Growth Rate, %/yr1.7Traffic CategoryQuantity in theDesign Lane4,4002,1002510010605085270Portland Cement ConcreteSummary:Rigid - Heavy Duty Pavement AASHTO 1993 ESAL Calculator for Concrete Pavements
Design Inputs Asphalt Concrete
Sugrade Support CBR = 3
Mr = 5161 psi k = 110 pci
Reliability 85 % 85 %
Standard Deviation So = 0.45 0.35
Initial Serviceability Po = 4.2 4.5
Terminal Serviceability Pt = 2.0 2.5
Design Serviceability Loss,'PSI =2.2 2.0
Layer Coefficients:
AC Surface and Binder a1 =0.44
AC Base a2 = 0.40
Aggregate Base a3 = 0.08
Concrete Compressive Strength = 4000 psi
Modulus of Elasticity of Concrete = 3,600 ksi
Modulus of Rupture of Concrete: = 580
Load Transfer ("J" Factor) = 3.2
Drainage Coefficient = 1.0
City Roadway
Asphalt Section Traffic (18 kip ESAL) =13,000,000
Asphalt Pavement Section Drainage, m
AC Surface + Binder 3.0 in.
Asphalt Base 8.0 in.
Aggregate Base 1.0 12.0 in.
Structural Number: 5.48
Structural Number - Required 5.20
City Roadway
Concrete Section Traffic (18 kip ESAL) =14,000,000
Concrete Pavement Section 11.0 in.
Project: McKinney Street Improvements Location: Denton, Texas
Project No.94175295 Date: 10/10/18
Pavement Design
(AASHTO 1993 Method)
Exhibit A-19
APPENDIX B
LABORATORY TESTING
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
October 10, 2018 ■ Terracon Project No. 94175295
Responsive ■ Resourceful ■ Reliable Exhibit B-1
Laboratory Testing
The boring logs and samples were reviewed by a geotechnical engineer who selected soil
samples for testing. Tests were performed by technicians working under the direction of the
engineer. A brief description of the tests performed follows.
Liquid and plastic limit tests, percent passing No. 200 sieve and moisture content measurements
were performed to aid in classifying the soils in accordance with the Unified Soil Classification
System (USCS). The USCS is summarized on Exhibit C-2 in Appendix C. Absorption swell tests
were performed on selected samples of the cohesive material. These tests were used to
quantitatively evaluate volume change potential at in-situ moisture levels. Strengths of cohesive
soils were measured by unconfined compression and hand penetrometer tests.
The results of the swell tests are presented in the following table. The results of the other
laboratory tests are presented on the boring logs in Appendix A.
Boring
No.
Depth
(feet)
Liquid
Limit
Plasticity
Index
Initial
Moisture
(%)
Final
Moisture
(%)
Surcharge
(psf)
Swell
(%)
B-1 2-4 64 43 25.4 28.6 375 0.75
B-3 0-2 46 29 14.5 19.7 250 1.1
B-9 2-4 38 26 11.4 16.3 375 4.5
B-12 0-2 51 30 18.2 22.4 250 5.0
Geotechnical Engineering Report
McKinney Street Improvements ■ Denton, Texas
July 5, 2018 ■ Terracon Project No. 94175295
Responsive ■ Resourceful ■ Reliable Exhibit B-2
Soluble sulfate tests (TEX-145-E Method) were performed to measure the concentration of sulfates.
The results are presented in the following table:
Boring
No.
Depth,
feet Material Description Concentration of
Sulfate, ppm
B-1 0-2 Fill materials, light brown fat clay (CH) 100
2-4 Fat clay (CH), dark brown 92
B-2 2-4 Fat clay (CH), brown 92
4-6 Fat clay (CH), grayish tan 752
B-3 0-2 Sandy lean clay (CL), reddish tan and gray 92
4-6 Clayey sand (SC), reddish tan 846
B-4 0-2 Clayey sand (SC), brown and grayish tan 840
2-4 Sandy lean clay (CL), grayish tan 346
B-5 0-2 Sandy lean clay (CL), tan and gray 120
4-6 Sandy lean clay (CL), tan and gray 100
B-6 0-2 Fill materials, sandy lean clay (CL), brown 100
2-4 Sandy lean clay (CL), dark gray 2,160
B-7 2-4 Sandy lean clay (CL), brown 140
4-6 Fat clay (CH), grayish tan 13,536
B-8 2-4 Sandy lean clay (CL), brown 106
6-8 Sandy lean clay (CL), brown 46
B-9 0-2 Sandy lean clay (CL), tan and gray 72
B-10 4-6 Sandy lean clay (CL), dark brown 133
6-8 Sandy lean clay (CL), reddish tan 606
B-11 0-2 Sandy lean clay (CL), tan and gray 1,422
2-4 Sandy lean clay (CL), tan and gray 132
B-12 0-2 Fat clay (CH), brown 140
2-4 Fat clay (CH), brown 2,186
B-13 0-2 Clayey sand (SC), tan 840
2-4 Clayey sand (SC), tan 1,400
The results of the other laboratory tests are presented on the boring logs in Appendix A.
APPENDIX C
SUPPORTING DOCUMENTS
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Exhibit C-2
UNIFIED SOIL CLASSIFICATION SYSTEM
Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A Soil Classification
Group
Symbol Group Name B
Coarse Grained Soils:
More than 50% retained
on No. 200 sieve
Gravels:
More than 50% of
coarse
fraction retained on
No. 4 sieve
Clean Gravels:
Less than 5% fines C
Cu t 4 and 1 d Cc d 3 E GW Well-graded gravel F
Cu 4 and/or 1 ! Cc ! 3E GP Poorly graded gravelF
Gravels with Fines:
More than 12% fines C
Fines classify as ML or MH GM Silty gravelF,G, H
Fines classify as CL or CH GC Clayey gravelF,G,H
Sands:
50% or more of coarse
fraction passes
No. 4 sieve
Clean Sands:
Less than 5% fines D
Cu t 6 and 1 d Cc d 3 E SW Well-graded sand I
Cu 6 and/or 1 ! Cc ! 3E SP Poorly graded sand I
Sands with Fines:
More than 12% fines D
Fines classify as ML or MH SM Silty sand G,H,I
Fines Classify as CL or CH SC Clayey sandG,H,I
Fine-Grained Soils:
50% or more passes the
No. 200 sieve
Silts and Clays:
Liquid limit less than 50
Inorganic:PI ! 7 and plots on or above “A” lineJ CL Lean clayK,L,M
PI 4 or plots below “A” line J ML Silt K,L,M
Organic: Liquid limit - oven dried 0.75 OL Organic clay K,L,M,N
Liquid limit - not dried Organic silt K,L,M,O
Silts and Clays:
Liquid limit 50 or more
Inorganic:PI plots on or above “A” line CH Fat clayK,L,M
PI plots below “A” line MH Elastic SiltK,L,M
Organic: Liquid limit - oven dried 0.75 OH Organic clay K,L,M,P
Liquid limit - not dried Organic siltK,L,M,Q
Highly organic soils: Primarily organic matter, dark in color, and organic odor PT Peat
A Based on the material passing the 3-in. (75-mm) sieve
B If field sample contained cobbles or boulders, or both, add “with cobbles
or boulders, or both” to group name.
C Gravels with 5 to 12% fines require dual symbols: GW-GM well-graded
gravel with silt, GW-GC well-graded gravel with clay, GP-GM poorly
graded gravel with silt, GP-GC poorly graded gravel with clay. D Sands with 5 to 12% fines require dual symbols: SW-SM well-graded
sand with silt, SW-SC well-graded sand with clay, SP-SM poorly graded
sand with silt, SP-SC poorly graded sand with clay
E Cu = D60/D10 Cc =
6010
2
30
DxD
)(D
F If soil contains t 15% sand, add “with sand” to group name. G If fines classify as CL-ML, use dual symbol GC-GM, or SC-SM.
H If fines are organic, add “with organic fines” to group name.
I If soil contains t 15% gravel, add “with gravel” to group name.
J If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay.
K If soil contains 15 to 29% plus No. 200, add “with sand” or “with
gravel,” whichever is predominant.
L If soil contains t 30% plus No. 200 predominantly sand, add “sandy”
to group name.
M If soil contains t 30% plus No. 200, predominantly gravel, add
“gravelly” to group name.
N PI t 4 and plots on or above “A” line.
O PI 4 or plots below “A” line. P PI plots on or above “A” line. Q PI plots below “A” line.
Soil Management Plan
McKinney Street Widening Project
McKinney Street from approximately Campbell Lane to
South Trinity Road
Denton, Denton County, Texas
July 29, 2019
Terracon Project No. 94197521
Prepared for:
Huitt-Zollars, Inc.
Dallas, Texas
Prepared by:
Terracon Consultants, Inc.
Dallas, Texas
TBPG Firm No. 50058
Terracon Consultants, Inc. 8901 John W. Carpenter Freeway, Suite 100 Dallas, Texas 75247
P [214] 630 1010 F [214] 630 7070 terracon.com
July 29, 2019
Huitt-Zollars, Inc.
1717 McKinney Avenue, Suite 1400
Dallas, Texas 75202
Attn: Mr. John Ho
Re: Soil Management Plan
McKinney Street Widening Project
McKinney Street from approximately Campbell Lane to South Trinity Road
Denton, Texas
Terracon Project No. 94197521
Dear Mr. Ho,
Terracon Consultants, Inc. (Terracon) is pleased to submit the following Soil Management Plan
(SMP) for the above-referenced site. This plan was developed in general accordance with
Terracon’s Proposal (Proposal No. P94197521), dated February 6, 2019.
Terracon appreciates this opportunity to provide environmental consulting services to Huitt-
Zollars, Inc. Should you have any questions or require additional information, please do not
hesitate to contact our office.
Sincerely,
Terracon Consultants, Inc.
Lance Crabtree, P.G. Michael Nibert, C.E.M., CHMM
Senior Project Manager Group Manager
Responsive Ŷ Resourceful Ŷ Reliable i
TABLE OF CONTENTS
Page No.
1.0 SITE DESCRIPTION ....................................................................................................... 1
2.0 INTRODUCTION ............................................................................................................. 1
2.1 Background and Site History .......................................................................................1
2.2 Standard of Care .........................................................................................................4
2.3 Additional Scope Limitations ........................................................................................4
2.4 Reliance ......................................................................................................................4
3.0 SOIL MANAGEMENT PLAN .......................................................................................... 5
3.1 Project Overview .........................................................................................................5
3.2 Contacts and Notification .............................................................................................5
3.3 Worker Health & Safety Considerations .......................................................................6
3.4 Procedure for Addressing Unanticipated Conditions ....................................................7
3.5 Soil Management Plan Scope ......................................................................................8
3.5.1 Soil Management .....................................................................................................8
3.5.2 Water Management .................................................................................................9
3.5.3 Waste Characterization, Profiling, and Manifesting ..................................................9
3.5.4 Waste Characterization Laboratory Analytical Program .........................................10
3.5.5 Procedure for Characterizing Unanticipated Affected Areas...................................11
3.5.6 Procedure for Addressing Hazardous Waste .........................................................11
LIST OF APPENDICES
Appendix A: Exhibit 1 – Site Detail – McKinney Street and Audra Lane
Exhibit 2 – Site Detail – McKinney Street and North Loop 288
Exhibit 3 – Site Detail – McKinney Street and North Mayhill Road
Exhibit 4 – Site Detail – Grissom Street and South Trinity Road
Appendix B: Table 1 – Soil Analytical Results Summary
Soil Management Plan
McKinney Street Widening ProjectŶ Denton, Texas
July 29, 2019Ŷ Terracon Project No. 94197521
Responsive Ŷ Resourceful Ŷ Reliable 1
1.0 SITE DESCRIPTION
Site Name McKinney Street Widening Project
Site Address McKinney Street from Campbell Lane to South Trinity Road, Denton, Texas
Site Description
The property consists of approximately 54 acres of land that is made up of
the existing 100-foot East McKinney Street right-of-way (ROW) with an
additional variable width (10 to 20 feet) buffer on either side of the ROW from
Campbell Lane at the western extent to south of the Grissom Road
intersection at the eastern extent, located in Denton, Denton County, Texas
(hereinafter, the site). The site also includes an approximate 0.50-mile
segment along South Loop 288, and an approximate 0.25-mile segment of
Grissom Road. Portions of numerous discrete properties are included within
the site boundaries along both the north and south sides of East McKinney
Street, and these properties are comprised of commercial/retail businesses,
along with multi-family and single-family residential developments.
Site Detail maps for depicted the various intersections are included in Exhibits 1 to 4 in Appendix
A.
2.0 INTRODUCTION
This Soil Management Plan (SMP) was prepared to serve as a guideline for the handling and
management of on-site soils and/or accumulated surface water during construction activities due
to the environmental conditions at the site, which are discussed below. Based on the estimated
depth to groundwater and the anticipated excavation depths, groundwater is not likely to be
encountered and it not addressed in this plan.
2.1 Background and Site History
Terracon Consultants, Inc. (Terracon) completed a Draft Phase I Environmental Site Assessment
(ESA – Report No. 94187942A) dated January 21, 2019, which identified the following recognized
environmental conditions (RECs) and/or site concerns.
Soil Management Plan
McKinney Street Widening ProjectŶ Denton, Texas
July 29, 2019Ŷ Terracon Project No. 94197521
Responsive Ŷ Resourceful Ŷ Reliable 2
REC/Site Concern Description
On-site 7-Eleven Store
37118
The 7-Eleven Store 37118/In & Out facility is located on the site,
at the southwest corner of East McKinney Street and South
Woodrow Lane. This facility operates as a gasoline station with
a convenience store. One 12,000-gallon gasoline underground
storage tank (UST) and one 8,000-gallon gasoline UST were
installed in 1999. The fueling canopy is located approximately 20
feet west of the South Woodrow Lane side of the site, and the
tank hold is located approximately 70 feet south of the East
McKinney Street side of the site, in topographic cross- and down-
gradient positions relative to the site. Based on its proximity and
continued operations, the 7-Eleven Store 37118 constitutes a
REC for the site.
On-site Jeswood Oil
Company / On-site PJ’s 1
Convenience Store
Jeswood Oil Company/PJ’s Convenience Store/ PJ 1 is located
on the site, at the northeast corner of East McKinney Street and
Audra Lane. This facility operates as a gasoline station with a
convenience store. This facility operates two 8,000-gallon
gasoline USTs and two 6,000-gallon gasoline USTs which were
installed in 1985. Documented releases to soil and groundwater
have occurred at this site. Based on the case file information, the
affected groundwater constitutes a REC for the site.
Former on-site PJ’s 2
Convenience Store
PJ’s 2/Jeswood Oil Co./PJ 2 Convenience Store Inc. was
formerly located on the site, at the northwest corner of East
McKinney Street and North Loop 288. At the time of the site
reconnaissance, this property was a vacant lot. This facility
operated two 6,000-gallon gasoline USTs, one 4,000-gallon
gasoline UST, and one 500-gallon used oil UST which were
installed in 1966 and removed from the ground in 1987. Three
10,000-gallon gasoline USTs and one 4,000-gallon diesel UST
were installed in 1986 and removed from the ground in 2008.
Documented releases to soil and groundwater have occurred at
this site. Based on the case file information, the affected
groundwater constitutes a REC for the site.
On-site SWC Loop 288
and McKinney Street
property
SWC Loop 288 and McKinney Street is located on the site, at the
southwest corner of East McKinney Street and South Loop 288.
This facility was listed on the TCEQ Innocent Owner/Operator
Program (IOP) database. According to database information, the
soils and groundwater at this 1.58-acre vacant property are
affected by petroleum-related compounds. The apparent source
of the affected media was the former PJ’s 2 facility. Based on
the regulatory database listing, the affected soils and
groundwater constitutes a REC for the site
Soil Management Plan
McKinney Street Widening ProjectŶ Denton, Texas
July 29, 2019Ŷ Terracon Project No. 94197521
Responsive Ŷ Resourceful Ŷ Reliable 3
REC/Site Concern Description
On-site 7-Eleven Store
32812
The 7-Eleven Store 32812 facility is located on the site, at the
southeast corner of East McKinney Street and South Loop 288.
This facility operates one 15,000-gallon gasoline UST and one
10,000-gallon gasoline UST which were installed in 2000. A was
release reported at this facility in 2009. The fueling canopy and
tank hold at this facility were observed to be located
approximately 45 feet and 20 feet, respectively, south of the site,
in topographic down-gradient positions relative to the site. Based
on its proximity to the site, documented affected groundwater,
and continued operations, the 7-Eleven Store 32812 constitutes
a REC for the site.
On-site Same Day
Cleaners
Same Day Cleaners is located on the site, within a multi-tenant
retail center located at the southwest corner of East McKinney
Street and Duchess Drive. The building is located approximately
40 feet south of the site, in a topographic down-gradient position
relative to the site. This facility operates a dry-cleaning plant and
has been utilizing perchloroethylene (perc) since at least 2004.
Based on its proximity and duration of operations using perc,
Same Day Dry Cleaners constitutes a REC for the site.
On-site Mayhill Food Mart
Mayhill Food Mart is located on the site, at the southwest corner
of East McKinney Street and Mayhill Road. This facility operates
two 8,000-gallon gasoline USTs which were installed in 1990.
The fueling canopy and tankhold at this facility were observed to
be located approximately 10 feet and 70 feet, respectively, south
of the site, in topographic down-gradient positions relative to the
site. Based on its proximity to the site and continued operations,
Mayhill Mart constitutes a REC for the site.
Former on-site Tommy’s
Paint and Body Shop
Tommy’s Paint and Body Shop was formerly located at the
eastern end of the site, on the east side of South Trinity Road at
Grissom Road. Based on city directory listings, this facility
operated from at least the mid-1980s through 2016, likely as an
automotive repair and body repair shop. Based on a review of
aerial photographs, the building was located approximately 100
feet southeast of the site, in a topographic down-gradient position
relative to the site. Based on its proximity and duration of
operations, the former Tommy’s Paint and Body Shop constitutes
a REC for the site.
Soil Management Plan
McKinney Street Widening ProjectŶ Denton, Texas
July 29, 2019Ŷ Terracon Project No. 94197521
Responsive Ŷ Resourceful Ŷ Reliable 4
REC/Site Concern Description
Former on-site 100 & 306 N
Loop 288, LLC
100 & 306 North Loop 388 is located on the site, at the northeast
corner of East McKinney Street and North Loop 288. This facility
was listed on the TCEQ Municipal Setting Designation (MSD)
and Voluntary Cleanup Program (VCP) databases. Soil samples
exhibited arsenic concentrations in excess of TCEQ Texas Risk
Reduction Program (TRRP) residential assessment levels
(RALs). Groundwater samples exhibited concentrations of
arsenic, total chromium, and lead in excess of RALs; however,
the concentrations did not exceed the MSD-adjusted RALs.
Based on the restriction of groundwater use for human
consumption, the MSD constitutes a controlled recognized
environmental condition (CREC) for the site.
2.2 Standard of Care
Terracon’s services were performed in a manner consistent with generally accepted practices of
the profession undertaken in similar studies in the same geographical area during the same time
period. Terracon makes no warranties, either express or implied, regarding the findings,
conclusions or recommendations. Please note that Terracon does not warrant the work of
laboratories, regulatory agencies, or other third parties supplying information used in the
preparation of this plan. These services were performed in accordance with the scope of work
agreed with you, our client, as set forth in our proposal.
2.3 Additional Scope Limitations
Findings, conclusions and recommendations resulting from these services are based upon
available information derived from reviewed past environmental reports, on-site activities, and
other services performed in connection with the site; such information is subject to change over
time. Certain indicators of the presence of hazardous substances, petroleum products, or other
constituents may have been latent, inaccessible, unobservable, nondetectable or not present
during these services, and we cannot represent that the site contains no hazardous substances,
toxic materials, petroleum products, or other latent conditions beyond those identified.
Subsurface conditions may vary from those encountered at specific borings or wells or during
other surveys, tests, assessments, investigations or exploratory services; the data,
interpretations, findings, and our recommendations are based solely upon data obtained at the
time.
2.4 Reliance
This SMP has been prepared for the exclusive use of the Huitt-Zollars, Inc. (the Client), and any
authorization for use or reliance by any other party (except a governmental entity having
Soil Management Plan
McKinney Street Widening ProjectŶ Denton, Texas
July 29, 2019Ŷ Terracon Project No. 94197521
Responsive Ŷ Resourceful Ŷ Reliable 5
jurisdiction over the site) is prohibited without the express written authorization of the Client and
Terracon. Any unauthorized distribution or reuse is at the sole risk of the party using the report
with authorization.
3.0 SOIL MANAGEMENT PLAN
3.1 Project Overview
Huitt-Zollars, Inc. intends to widen the existing McKinney Street from approximately Campbell
Road to South Trinity Lane. Based on discussions with Huitt-Zollars, Inc., Terracon understands
the following with respect to the proposed development at the site:
The existing concrete/asphalt paving across the site will be demolished;
Surficial soils across the site will be disturbed as part of planned construction
activities;
Disturbance of soils is anticipated to include soil moisture conditioning, site
grading, pier advancement, and utility trenching; and,
Soil will not be exported without additional characterization by Terracon and
corresponding decisions regarding soil re-use or disposal.
If our understanding of the above items is not accurate, please inform us so that appropriate
revisions to this SMP can be completed if warranted.
Based on the site’s history and results of our soil investigation, the on-site soils and accumulated
surface water should remain at each respective property until characterized for off-site re-use
and/or landfill disposal, as appropriate.
3.2 Contacts and Notification
This SMP should be provided by the client to the general contractor regarding the work activities
described above. The following contacts should be notified immediately in the event of significant
changes in known site conditions.
1. NAME(S): _________________
ROLE: _________________
COMPANY: _________________
TELEPHONE: _________________
EMAIL: _________________
NOTIFICATION:General contractor should be contacted upon discovery of unanticipated
conditions at the site during construction that will alter the scope of this SMP and/or will result
in modifications to construction plans, procedures, and/or schedule.
Soil Management Plan
McKinney Street Widening ProjectŶ Denton, Texas
July 29, 2019Ŷ Terracon Project No. 94197521
Responsive Ŷ Resourceful Ŷ Reliable 6
2. NAME(S): Mr. John Ho, P.E.
ROLE: Vice-President
COMPANY: Huitt-Zollars
TELEPHONE: (214) 934-5635
EMAIL: jho@Huitt-Zollars.com
NOTIFICATION: Huitt-Zollars should be contacted upon discovery of unanticipated conditions
at the site during construction that will alter the scope of this SMP and/or will result in
modifications to project plans, schedule, and/or budget.
3. NAME(S): Lance Crabtree
ROLE: Senior Project Manager
COMPANY: Terracon Consultants, Inc.
TELEPHONE: (214) 630-1010
EMAIL: lance.crabtree@terracon.com
NOTIFICATION:Terracon Consultants should be contacted upon discovery of unanticipated
conditions at the site during construction that will alter the scope of this SMP. Terracon should
also be contacted with questions regarding on-site soil management and environmental
activities, or with questions regarding this plan and/or the implementation of this plan.
3.3 Worker Health & Safety Considerations
Based on the analytical data reviewed or collected by Terracon to date, the reported chemical of
concern (COC) concentrations do not exceed Texas Risk Reduction Program (TRRP) Residential
soil-to-groundwater ingestion (GWSoilIng) Protective Concentration Levels (PCLs) (a.k.a Action
Levels), Residential total soil combined (TotSoilComb) PCLs, United States Geological Survey
(USGS) background, and/or Petroleum Storage Tank (PST) Division Action Levels, where
applicable, with the exception of total petroleum hydrocarbons (TPH), benzene, and 1,2,4-
trimethylbenzene (1,2,4-TMB) in soil borings SB-7, SB-8, and SB-9, methyl tert-butyl ether
(MTBE) in soil borings SB-8 and SB-9, and benzene in soil boring SB-10. Soil boring SB-7, SB-
8, and SB-9 are located at the northwest corner of McKinney Street and North Loop 288 and soil
boring SB-10 is located at the southwest corner of McKinney Street and North Loop 288.
Each employer has the responsibility for their workers under Occupational Safety and Health
Administration (OSHA). Reports for the site documenting site conditions, including the types and
concentrations of COCs present, should be communicated to the various subcontractors involved
in work that will have the potential to disturb soils so that these employers can implement proper
health and safety procedures. Soils on the property are assumed to contain metals and petroleum
hydrocarbons but are anticipated to meet the TCEQ criteria for Residential land use, with the
exception of SB-7, SB-8, SB-9, and SB-10. Although these COCs were detected at concentrations
above their applicable Action Levels, they are below their TotSoilComb (i.e., inhalation, ingestion,
dermal contact, and vegetable consumption) exposure pathways and PST Construction Worker
Plan A Target Concentrations.
Soil Management Plan
McKinney Street Widening ProjectŶ Denton, Texas
July 29, 2019Ŷ Terracon Project No. 94197521
Responsive Ŷ Resourceful Ŷ Reliable 7
It is recommended as a best management practice that workers handling soils take appropriate
health and safety precautions and wear appropriate personal protective equipment (PPE).
Additional recommendations include that work attire be managed accordingly to prevent affected
attire from being transferred to the worker’s homes and that additional dust control efforts be
utilized to reduce dust in the work area.
Per OSHA regulations and guidelines, worker health and safety is the responsibility of the
employer. The Contractor should review this SMP and develop specific health and safety
criteria for their employees. The recommendations and/or best management practices
listed above are not intended to replace or satisfy the responsibilities of employers as they
relate to the health and safety of their workers on the site.
3.4 Procedure for Addressing Unanticipated Conditions
Discovery of new or unanticipated conditions by the contractor or subcontractors will result in work
stoppage in the area and notification of the appropriate contacts listed above. New or
unanticipated conditions may include, but are not limited to, the following:
Discovery of sub-grade tanks, piping, grit traps, sand traps, oil-water separators,
drums or other underground structures or waste containers;
Visual evidence of free product in on-site soils, or visual evidence of stained soils
in unanticipated areas of the site; and
Olfactory evidence of petroleum, solvent, or other chemical odors sensed in
unanticipated areas during excavation or grading activities.
The process for decisions regarding the management of soil under the unanticipated conditions
as outlined in this plan includes the following:
Immediate notification of the above-referenced individuals of new or unknown
conditions immediately upon discovery; and,
Once the appropriate parties have been notified, the contractor will be instructed
to discontinue or continue work in the area of the new condition, depending upon
the nature of the discovery. Instructions for proceeding will be communicated to
the contractor at that time.
Please be aware that an attempt will be made to avoid construction delays due to potential
environmental issues; however, limited delays may occur based on the conditions experienced at
the site during construction activities.
Soil Management Plan
McKinney Street Widening ProjectŶ Denton, Texas
July 29, 2019Ŷ Terracon Project No. 94197521
Responsive Ŷ Resourceful Ŷ Reliable 8
3.5 Soil Management Plan Scope
3.5.1 Soil Management
If on-site soils will not be re-used on the site and will be exported from the site, said soils
shall undergo proper characterization prior to export. If soils will be disposed at an
approved landfill, proper waste characterization, profiling, and manifesting shall be
conducted as outlined in this plan.
Based on the conditions at the site, it is anticipated that the soils present on the site will meet
TRRP Residential land use criteria, with the exception of the soil in at the northwest and southwest
corners of McKinney Street and North Loop 288. Terracon recommends re-using soils at the
northwest and southwest corners of McKinney Street and North Loop 288 to the extent possible
(trench backfilling) and limit generating an excess quantity of spoils. If excess soil is generated
from these areas, waste characterization and off-site landfill disposal of soils is required. To limit
risk, Terracon recommends that on-site soils from the remaining areas not be re-used on
properties that are currently residential or planned for residential use. 30 TAC §350.4(a)(74)
defines residential properties as property used for dwellings such as single family houses and
multi-family apartments, children’s homes, nursing homes, and residential portions of
government-owned lands (local, state, or federal).
The following soil management options are applicable for on-site soils:
Soils form the northwest and southwest corners of McKinney Street and North Loop 288:
Soils at any depth may be re-used on the project site. On-site soil re-use is
recommended to reduce risk and costs.
If soils require export from these areas:
o The soils may be disposed at an approved landfill following proper waste
characterization, profiling, and manifesting as outlined in Section 3.5.3 of
this plan.
o Soils should not be transported to another property or to a third-party soil
yard or pit where the Generator does not have control over their re-use
and/or distribution.
On-site soils from the remaining areas:
Soils at any depth may be re-used on the project site. On-site soil re-use is
recommended to reduce risk and costs.
If soils require export from the site:
o The soils may be transported to other City of Denton-owned
commercial/industrial properties, if additional soil characterization
analytical data indicates COCs are below the applicable TCEQ soil re-use
Soil Management Plan
McKinney Street Widening ProjectŶ Denton, Texas
July 29, 2019Ŷ Terracon Project No. 94197521
Responsive Ŷ Resourceful Ŷ Reliable 9
criteria. The property address and proposed location of soil re-use should
be provided to City of Denton for approval prior to exporting the soils to the
proposed location. The volume of soils taken to the subject property should
be recorded and provided to City of Denton for their records.
o The soils may be transported to another Commercial/Industrial use
property, if additional soil characterization analytical data indicates COCs
are below the applicable TCEQ soil re-use criteria. The receiving property
owner should be provided with information on the origin/contents of the soil
along with a copy of the analytical documentation (i.e. the COCs and their
respective concentrations). In addition, the City of Denton should obtain the
receiving property owner’s written consent prior to transporting soils.
o The soils may be disposed at an approved landfill following proper waste
characterization, profiling, and manifesting as outlined in Section 3.5.3 of
this plan.
o Soils should not be transported to a site that is currently residential or
planned for residential use or to a third-party soil yard or pit where the
Generator does not have control over their re-use and/or distribution.
3.5.2 Water Management
Accumulated surface water/precipitation that comes into contact with on-site affected soils shall
be managed similar to groundwater in accordance with this SMP unless otherwise directed by
Terracon. The actual amount of accumulated surface water accumulated during construction
activities will depend on the conditions encountered at the site and the construction methods
utilized. During periods of work stoppage, berming of open excavations to prevent run off into the
open excavations is recommended.
If surface water/precipitation accumulates, the selected contractor shall consult with Terracon for
direction on proper management of the water. Options may include on-site dispersal,
containerization for characterization and off-site disposal, characterization and off-site disposal
via vacuum truck, or characterization and discharge under permit into the City of Denton Water
Utilities sanitary sewer system. These options will be considered on a case-by-case basis.
Accumulated surface water that comes in contact with impacted soils should not be discharged
into the storm water system. Storm water run-off should be managed in accordance with the
site’s Storm Water Pollution Prevention Plan (SWPPP).
Discharging water to the sanitary sewer system will require a permit from the City of
Denton in advance of any purging activities, as described below in Section 3.5.3.
3.5.3 Waste Characterization, Profiling, and Manifesting
Off-site disposal of soil or accumulated surface water/precipitation at an approved landfill or
disposal facility will require characterization, profiling, and manifesting. Waste characterization
Soil Management Plan
McKinney Street Widening ProjectŶ Denton, Texas
July 29, 2019Ŷ Terracon Project No. 94197521
Responsive Ŷ Resourceful Ŷ Reliable 10
will be conducted by Terracon staff prior to off-site disposal. Based on the environmental
conditions at the site, it is anticipated that representative soil and/or water samples will be
analyzed for total petroleum hydrocarbons (TPH), volatile organic compounds (VOCs), polycyclic
aromatic hydrocarbons (PAHs), and Resource Conservation and Recovery Act (RCRA) 8 metals
utilizing the toxicity characteristic leaching procedure (TCLP) where applicable. It should be noted
that the actual analyses and associated frequencies warranted for profiling and approval may vary
based on the landfill or disposal facility. The number of laboratory analyses is determined by the
amount of waste material warranting off-site disposal and specific analytical requirements of the
landfill or disposal facility. Terracon will attempt to use already-collected data to the extent that
is represents the materials proposed for export.
In order to allow for the collection of representative soil composite samples, soils must be
stockpiled no greater than 6 feet above grade surface to allow for sample collection via hand
auger. Stockpiled soils must be placed on plastic sheeting and covered in plastic to prevent rainfall
contact and run-off.
Soils or water transported for off-site disposal at a landfill or disposal facility should be covered
under an approved landfill profile or waste acceptance application and should be accompanied
by unique, numbered waste manifests or load authorization tickets. Copies of the manifests or
load authorization tickets should be returned to the Generator for waste soils and, if applicable,
water originating from the site.
If accumulated surface water in contact with affected soils are expected to be discharged,
Terracon recommends that a discharge permit be obtained from the City of Denton Water Utilities.
This will involve collecting a representative composite sample of the water to be discharged in
accordance with the terms of the City of Denton. Terracon should be contacted to assist with the
process.
3.5.4 Waste Characterization Laboratory Analytical Program
Soil and, if warranted, water composite samples collected for waste characterization purposes
may require laboratory analysis using the following methods:
Analysis Sample
Type Laboratory Method
TPH Soil/Water EPA SW-846 Method TX 1005
VOCs Soil/Water EPA SW-846 Method 8260
PAHs Soil/Water EPA SW-846 Method 8270
RCRA 8 metals Soil/Water
EPA SW-846 Methods
6020/7470/7471
TCLP Where
Applicable EPA SW-846 Method 1311
Soil Management Plan
McKinney Street Widening ProjectŶ Denton, Texas
July 29, 2019Ŷ Terracon Project No. 94197521
Responsive Ŷ Resourceful Ŷ Reliable 11
The analytical results should be used to characterize and profile waste soil or water requiring off-
site disposal or discharge.
3.5.5 Procedure for Characterizing Unanticipated Affected Areas
If unanticipated affected areas are encountered during excavation activities, follow the notification
protocol outlined in Section 3.2. If warranted, unanticipated affected soils should be segregated
and stockpiled on, and covered with, plastic sheeting. If said soils will be exported from the site,
representative composite samples should be collected from the stockpile(s) in accordance with
Section 3.5.4. Based on the encountered conditions in the field, observations may warrant
additional analytical testing outside the analytical scope noted above.
3.5.6 Procedure for Addressing Hazardous Waste
Based on review of the soil analytical data collected to date, it is anticipated that on-site soils will
meet the criteria for disposal as non-hazardous waste (Class 1 or Class 2 equivalent). If
unanticipated affected soils are encountered and are determined to be characteristically
hazardous, Huitt-Zollars, the City of Denton, and the Generator Contractor should coordinate with
Terracon immediately. These materials shall be segregated by qualified staff and placed in
suitable containment in a secured area on the site pending subsequent treatment and/or
disposition at an authorized hazardous waste treatment/disposal facility to be determined by the
Generator. Situation-specific waste characterization, profiling, transport, and manifesting
procedures that are outside the scope of this SMP will need to be followed.
Responsive Ŷ Resourceful Ŷ Reliable
APPENDIX A
Exhibit 1 – Site Detail – McKinney Street and Audra Lane
Exhibit 2 – Site Detail – McKinney Street and North Loop 288
Exhibit 3 – Site Detail – McKinney Street and North Mayhill Road
Exhibit 4 – Site Detail – Grissom Street and South Trinity Road
Project Mngr:Approved By:Checked By:Drawn By:Proposal No.Scale:Date:Consulting Engineers and Scientists8901 CARPENTER FREEWAY DALLAS, TEXAS 75247FAX. (214) 630-7070PH. (214) 630-1010FROM ORIGINAL REPORT.NOT BE USED SEPARATELYTHIS DRAWING SHOULD(Registration No.: F-3272)01/18/19LWCCDDLWCMKNP94197521AS SHOWNMcKINNEY STREET WIDENING PROJECT1DENTON, DENTON COUNTY ,TEXASSITE DETAILMcKINNEY STREET AT AUDRA LANEEXHIBITMcKINNEY STREETSOUTH WOODROW LANE AUDRA LANECOUNTRY PARK APARTMENTS(1508)(1512)(1516)(1602)(1606)(1505)(1601)(1607)(1609)SHAWN CAGLEBAIL BONDSFUELING CANOPY7-ELEVEN(PST)CONCRETE-PAVEDPARKINGMULTI-TENANTRETAILCENTERTANKHOLDRESIDENCEMARY AND JIM HORNGOVERNMENT CENTER(316)MARK PARK APARTMENTSDOLLARGENERALMULTI-TENANTRETAIL CENTERCONCRETE-PAVEDPARKINGPJ'sFUELINGCANOPYTANKHOLDCONCRETE-PAVEDPARKINGRESIDENCEMW-7MW-1MW-3MW-2MW-4MW-8MW-10(PST, LPST)LEGEND:HISTORICAL FEATURESGRAYPROPOSED SOIL BORING LOCATIONSB-1SB-2SB-3SB-4SB-5SB-6
Project Mngr:Approved By:Checked By:Drawn By:Proposal No.Scale:Date:Consulting Engineers and Scientists8901 CARPENTER FREEWAY DALLAS, TEXAS 75247FAX. (214) 630-7070PH. (214) 630-1010FROM ORIGINAL REPORT.NOT BE USED SEPARATELYTHIS DRAWING SHOULD(Registration No.: F-3272)01/21/19LWCCDDLWCMKNP94197521AS SHOWNMcKINNEY STREET WIDENING PROJECT2DENTON, DENTON COUNTY ,TEXASSITE DETAILMcKINNEY STREET AT NORTH LOOP 288EXHIBITEAST McKINNEY STREETSOUTH LOOP 288O'REILLYAUTOPARTSFAMILYDOLLARSONICDRIVE IN(109)(107)(101)ELTACORICO(3601)(3600)(3612)(101)(104)NORTH LOOP 288JACK INTHE BOXVACANT LOT(100 NORTH LOOP 288, LLC)(VCP, MSD)VACANTLANDFUELINGCANOPYTANKHOLD(100)SMILEMAGICTEXASDEPARTMENTOF HUMANRESOURCESTEXASDEPARTMENTOFREHABILITATIVESERVICESMULTI-TENANTRETAIL CENTER7-ELEVENSAME DAYCLEANERS (DCR)(FRS)(FRS,RCRA)MW-10MW-11MW-1MW-6MW-2MW-14MW-13MW-15AMW-7MW-16MW-5MW-8AMW-1MW-8MW-7MW-6MSD BOUNDARYVACANT LOTFORMER AUTOMOTIVESERVICE STATIONFORMER PJ'S 2GAS STATIONFORMERTANK HOLDLEGEND:GRAYHISTORICAL FEATURES(FRS, PST, LPST)DISCOUNT TIRE UNDERCONSTRUCTION(FORMER SWC LOOP 288AND McKINNEY STREETPROPERTY - IOP)(100)FORMER MONITORING WELLS FROM PJ's INVESTIGATIONFORMER MONITORING WELLS FROM VCP INVESTIGATIONMW-9MW-17MW-4MW-6TMW-2ATMW-2BTMW-1BTMW-1ATMW-3BMW-4A(FORMER PJ'S 2-PST, LPST)PROPOSED SOIL BORING LOCATIONSB-7SB-8SB-9SB-10SB-11SB-12SB-13SB-14SB-15SB-16SB-17SB-18SB-19SB-20
Project Mngr:Approved By:Checked By:Drawn By:Proposal No.Scale:Date:Consulting Engineers and Scientists8901 CARPENTER FREEWAY DALLAS, TEXAS 75247FAX. (214) 630-7070PH. (214) 630-1010FROM ORIGINAL REPORT.NOT BE USED SEPARATELYTHIS DRAWING SHOULD(Registration No.: F-3272)01/21/19LWCCDDLWCMKNP94197521AS SHOWNMcKINNEY STREET WIDENING PROJECT3DENTON, DENTON COUNTY ,TEXASSITE DETAILMcKINNEY STREET AT NORTH MAYHILL ROADEXHIBITMcKINNEY STREETNORTH MAYHILL ROADVACANTLANDCONCRETE BATCH PLANT(3801)(3919)(4001)(4301)(3910)(3912)(3916)(3920)(3922)McKINNEY PARKAPARTMENTS(191 DUCHESS DRIVE)WESTERNTACTICALGUNSMITHINGRIGHT SPACE STORAGESOUTH MAYHILL ROADANYTHINGAUTOMOTIVEFUELINGCANOPYTANKHOLDANGEL'S MOBILEHOME PARTSVACANTLANDADAMSSUPPLYCOMPANYNORTHROCKCONSTRUCTIONVALERO/MAYHILLMARTASTsPROPOSED SOIL BORING LOCATIONLEGEND:SB-21SB-22
Project Mngr:Approved By:Checked By:Drawn By:Proposal No.Scale:Date:Consulting Engineers and Scientists8901 CARPENTER FREEWAY DALLAS, TEXAS 75247FAX. (214) 630-7070PH. (214) 630-1010FROM ORIGINAL REPORT.NOT BE USED SEPARATELYTHIS DRAWING SHOULD(Registration No.: F-3272)01/21/19LWCCDDLWCMKNP94197521AS SHOWNMcKINNEY STREET WIDENING PROJECT4DENTON, DENTON COUNTY ,TEXASSITE DETAILGRISSOM STREET AND SOUTH TRINITY ROADEXHIBITEast M
c
KI
N
N
E
Y
S
T
R
E
E
TGRISSOM ROADDENTON FALLS MOBILEHOME PARKSOUTH TRINITY ROADRESIDENCEVACANTLANDMAIN STREETPOST OAK TRAIL(6601)(6562)HAYESBUILDINGSERVICES(1450)(1425)(1175)CLASSIC STEELFORMER TOMMY'S PAINT &BODY SHOP (FRS)RESIDENCERESIDENCERESIDENCERESIDENCERESIDENCELEGEND:PROPOSED SOIL BORING LOCATIONSB-23
Responsive Ŷ Resourceful Ŷ Reliable
APPENDIX B
Table 1 – Soil Analytical Results Summary
Table 1Soil Analytical Results SummaryMcKinney Street Widening ProjectDenton, TexasProject No. 94197521WorkerProtectionSB-2 SB-3 SB-5 SB-7 SB-8 SB-9 SB-10 SB-11 SB-14 SB-15 SB-16 SB-18 SB-19 SB-20 SB-22 SB-2310-12' 10-15' 9-10' 5-10' 5-10' 5-10' 10-15' 5-10' 5-10' 5-10' 5-10' 5-10'5-10' 5-10' 4' 4'5/2/2019 5/2/2019 5/2/2019 5/7/2019 5/7/2019 5/7/2019 5/9/2019 5/7/2019 5/7/2019 5/7/2019 5/9/2019 5/9/2019 5/9/2019 5/9/2019 5/9/2019 5/9/2019ArsenicEPA 6020 24 5.9 9.2 - 12.0 N/A 36 1006.5 10.1 5.15 4.35 4.17 0.771 5.54 6.38 3.97 8.06 4.26 8.78 1.82 8.91 5.31 3.97Barium EPA 6020 8,100 440 376 - 506 N/A 2,000 2,000267 46.7 66.4 137 63.5 52.1 79.8 45.4 61.4 7.44 129 93.7 17.7 43.9 86.8 115Cadmium EPA 6020 52 1.5 0.1 - 0.2 N/A 10 20 <0.101 <0.0957 <0.0913 <0.0966<0.0939 <0.09330.356 J 3.29<0.0963 <0.0948 <0.0987 <0.0957 <0.0965 <0.0941 <0.0973 <0.0948Chromium EPA 6020 33,000 2,400 41 - 49 N/A 100 10012.619.612.9 10.7 6.875.437.9725.57.628.5817.29.558.3710.318.113.8Lead EPA 6020 500 15 18.3 - 20.4 N/A 30 10015.2 15.4 6.17 8.21 10.0 5.43 12.7 10.9 9.6 6.97 7.25 8.03 6.15 6.51 14.1 9.64Selenium EPA 6020 310 2.3 0.3 - 0.4 N/A 20 200.753 0.727 0.579 0.514 J 0.485 J 0.305 J 0.602 3.66 0.493 J 0.502 J 0.465 J 0.481 J 0.418 J 0.392 J 1.54 0.597Silver EPA 6020 97 0.48 <1 N/A 100 100 <0.195 <0.185 <0.177 <0.187 <0.182 <0.181 <0.183 0.633 <0.187 <0.184 <0.191 <0.185 <0.187 <0.182 <0.188 <0.184Mercury (pH=6.8) EPA 7471B 8.3 2.1 0.01 - 0.02 N/A 4 40.00409 J 0.007 J 0.0133 J 0.0157 J 0.016 J 0.00431 J 0.00854 BJ 0.0127 J 0.0109 J 0.012 J 0.0117 BJ 0.00761 J 0.0102 BJ 0.0119 BJ 0.018 BJ 0.0246 BC6-C12 TX 1005 1,600 65 N/A N/A N/A N/A <18.9 <17.9 <17.1208 187 131 200<17.4 <18.1 <17.8 <18.5 <17.9 <18.1 <17.6 <18.2 <17.8>C12-C28 TX 1005 2,300 200 N/A N/A N/A N/A <18.9 <17.9 <17.1 <18.1 <17.6 <17.5 <17.7 <17.4 <18.1 <17.8 <18.5 <17.9 <18.1 <17.6 <18.2 <17.8>C28-C35 TX 1005 2,300 200 N/A N/A N/A N/A <18.9 <17.9 <17.1 <18.1 <17.6 <17.5 <17.7 <17.4 <18.1 <17.8 <18.5 <17.9 <18.1 <17.6 <18.2 <17.8C6-C35 TX 1005 N/A N/A N/A N/A 1,500 N/A <18.9 <17.9 <17.1208 187 131 200<17.4 <18.1 <17.8 <18.5 <17.9 <18.1 <17.6 <18.2 <17.81,1,1,2-Tetrachloroethane EPA 8260B 65 1.4 N/A N/A 200 N/A <0.000629 <0.000598 <0.000570 <0.00241 <0.00235 <0.00233 <0.00472 <0.000579 <0.000602 <0.000592 <0.000617 <0.000598 <0.000603 <0.000588 <0.000608 <0.0005931,1,1-Trichloroethane EPA 8260B 53,000 1.6 N/A N/A 6,000 N/A <0.000346 <0.000329 <0.000314 <0.00133 <0.00129 <0.00128 <0.00260 <0.000318 <0.000331 <0.000326 <0.000339 <0.000329 <0.000332 <0.000323 <0.000334 <0.0003261,1,2,2-Tetrachloroethane EPA 8260B 30 0.023 N/A N/A 40 N/A <0.000491 <0.000466 <0.000445 <0.00188 <0.00183 <0.00182 <0.00368 <0.000451 <0.000469 <0.000462 <0.000481 <0.000466 <0.000471 <0.000459 <0.000474 <0.0004621,1,2-Trichloro-1,2,2-trifluoroethane EPA 8260B 74,000 74000 N/A N/A120 N/A <0.000849 <0.000807 <0.000770 <0.00326 <0.00317 <0.00315 <0.00638 <0.000781 <0.000812 <0.000799 <0.000833 <0.000807 <0.000815 <0.000794 <0.000821 <0.0008001,1,2-Trichloroethane EPA 8260B 18 0.02 N/A N/A N/A N/A <0.00111 <0.00106 <0.00101 <0.00426 <0.00415 <0.00412 <0.00834 <0.00102 <0.00106 <0.00105 <0.00109 <0.00106 <0.00107 <0.00104 <0.00107 <0.001051,1-Dichloroethane EPA 8260B 11,000 18 N/A N/A N/A N/A <0.000723 <0.000688 <0.000656 <0.00278 <0.00270 <0.00268 <0.00543 <0.000666 <0.000692 <0.000681 <0.000710 <0.000688 <0.000694 <0.000676 <0.000699 <0.0006821,1-Dichloroethene EPA 8260B 2,300 0.05 N/A N/A 12 14 <0.000629 <0.000598 <0.000570 <0.00241 <0.00235 <0.00233 <0.00472 <0.000579 <0.000602 <0.000592 <0.000617 <0.000598 <0.000603 <0.000588 <0.000608 <0.0005931,1-DichloropropeneEPA 8260B 36 0.13 N/A N/A N/A N/A <0.000881 <0.000837 <0.000799 <0.00338 <0.00329 <0.00327 <0.00661 <0.000810 <0.000843 <0.000829 <0.000864 <0.000837 <0.000845 <0.000823 <0.000851 <0.0008301,2,3-Trichlorobenzene EPA 8260B 120 26 N/A N/A N/A N/A <0.000786 <0.000748 <0.000713 <0.00302 <0.00293 <0.00292 <0.00590 <0.000723 <0.000752 <0.000740 <0.000771 <0.000747 <0.000754 <0.000735 <0.000760 <0.0007411,2,3-TrichloropropaneEPA 8260B 0 0.00053 N/A N/A 400 N/A <0.00642 <0.00610 <0.00582 <0.0246 <0.0239 <0.0238 <0.0482 <0.00590 <0.00614 <0.00604 <0.00629 <0.00610 <0.00615 <0.00600 <0.00620 <0.006041,2,3-Trimethylbenzene EPA 8260B 1,600 21 N/A N/A N/A N/A <0.00145 <0.001380.111 19.8 8.93 17.4 0.0636 0.0015 J<0.00138 <0.00136 <0.00142 <0.00138 <0.00139 <0.00135 <0.00140 <0.001361,2,4-Trichlorobenzene EPA 8260B 120 4.8 N/A N/A 1,400 N/A <0.00606 <0.00577 <0.00550 <0.0233 <0.0226 <0.0225 <0.0455 <0.00558 <0.00580 <0.00571 <0.00595 <0.00576 <0.00582 <0.00567 <0.00586 <0.005711,2,4-Trimethylbenzene EPA 8260B 1,600 33 N/A N/A N/A N/A <0.00146 <0.001390.00626 75.4 88.3 64.2<0.01100.00505 J<0.00140 <0.00137 <0.001430.00188 J<0.00140 <0.00136 <0.00141 <0.001371,2-Dibromo-3-ChloropropaneEPA 8260B 0 0.0017 N/A N/A N/A N/A <0.00642 <0.00610 <0.00582 <0.0246 <0.0239 <0.0238 <0.0482 <0.00590 <0.00614 <0.00604 <0.00629 <0.00610 <0.00615 <0.00600 <0.00620 <0.006041,2-Dibromoethane EPA 8260B 3 0.00021 N/A N/A 0.08 N/A <0.000660 <0.000628 <0.000599 <0.00254 <0.00247 <0.00245 <0.00496 <0.000608 <0.000632 <0.000622 <0.000648 <0.000628 <0.000634 <0.000617 <0.000638 <0.0006221,2-Dichlorobenzene EPA 8260B 720 18 N/A N/A N/A N/A <0.00182 <0.00173 <0.00165 <0.00700 <0.00681 <0.00676 <0.0137 <0.00168 <0.00175 <0.00172 <0.00179 <0.00173 <0.00175 <0.00171 <0.00176 <0.001721,2-Dichloroethane EPA 8260B 41 0.014 N/A N/A 10 10 <0.000597 <0.000568 <0.000542 <0.00229 <0.00223 <0.00222 <0.00449 <0.000550 <0.000572 <0.000563 <0.000586 <0.000568 <0.000573 <0.000559 <0.000578 <0.0005631,2-DichloropropaneEPA 8260B 61 0.023 N/A N/A N/A N/A <0.00160 <0.00152 <0.00145 <0.00613 <0.00596 <0.00592 <0.0120 <0.00147 <0.00153 <0.00150 <0.00157 <0.00152 <0.00153 <0.00149 <0.00154 <0.001511,3,5-Trimethylbenzene EPA 8260B 1,500 36 N/A N/A N/A N/A <0.00136 <0.00129 <0.0012318.7 22.7 15.1<0.01020.00223 J<0.00130 <0.00128 <0.00133 <0.00129 <0.00130 <0.00127 <0.00131 <0.001281,3-Dichlorobenzene EPA 8260B 120 6.7 N/A N/A N/A N/A <0.00214 <0.00203 <0.00194 <0.00821 <0.00798 <0.00793 <0.0161 <0.00197 <0.00205 <0.00201 <0.00210 <0.00203 <0.00205 <0.00200 <0.00207 <0.002011,3-DichloropropaneEPA 8260B 36 0.064 N/A N/A N/A N/A <0.00220 <0.00209 <0.00200 <0.00845 <0.00822 <0.00816 <0.0165 <0.00203 <0.00211 <0.00207 <0.00216 <0.00209 <0.00211 <0.00206 <0.00213 <0.002071,4-Dichlorobenzene EPA 8260B 250 2.1 N/A N/A 150 150 <0.00248 <0.00236 <0.00225 <0.00951 <0.00925 <0.00919 <0.0186 <0.00228 <0.00237 <0.00233 <0.00243 <0.00236 <0.00238 <0.00232 <0.00240 <0.002332,2-DichloropropaneEPA 8260B 61 0.12 N/A N/A N/A N/A <0.000998 <0.000949 <0.000905 <0.00383 <0.00372 <0.00370 <0.00749 <0.000918 <0.000954 <0.000939 <0.000979 <0.000948 <0.000957 <0.000933 <0.000964 <0.0009402-Butanone (MEK) EPA 8260B 40,000 29 N/A N/A 4000 4000 0.0175 J <0.0150 <0.0143 <0.0604 <0.0587 <0.0583 <0.118 <0.0145 <0.0150 <0.01480.0167 BJ<0.01490.0168 BJ 0.0168 BJ<0.0152 <0.01482-Chlorotoluene EPA 8260B 1,200 9.1 N/A N/A N/A N/A <0.00116 <0.00110 <0.00105 <0.00444 <0.00432 <0.00429 <0.00869 <0.00106 <0.00111 <0.00109 <0.00114 <0.00110 <0.00111 <0.00108 <0.00112 <0.001094-Chlorotoluene EPA 8260B 1,600 11 N/A N/A N/A N/A <0.00142 <0.00135 <0.00129 <0.00546 <0.00531 <0.00527 <0.0107 <0.00131 <0.00136 <0.00134 <0.00139 <0.00135 <0.00136 <0.00133 <0.00137 <0.001344-Methyl-2-pentanone (MIBK) EPA 8260B 5,900 4.9 N/A N/A 4000 N/A <0.0126 <0.0120 <0.0114 <0.0483 <0.0470 <0.0466 <0.0945 <0.0116 <0.0120 <0.0118 <0.0123 <0.0120 <0.0121 <0.0118 <0.0122 <0.0119Acetone EPA 8260B 66,000 43 N/A N/A 8000 N/A <0.0172 <0.0164 <0.0156 <0.0662 <0.0643 <0.0639 <0.129 <0.0159 <0.0165 <0.0162 <0.0169 <0.0164 <0.0165 <0.0161 <0.0167 <0.0162AcrylonitrileEPA 8260B 4 0.0033 N/A N/A 12 N/A <0.00239 <0.00227 <0.00217 <0.00917 <0.00892 <0.00886 <0.0179 <0.00220 <0.00229 <0.00225 <0.00234 <0.00227 <0.00229 <0.00223 <0.00231 <0.00225Benzene EPA 8260B 120 0.026 N/A 0.12 10 10 <0.000503 <0.000478 <0.0004565.83 5.47 5.14 0.121<0.000463 <0.000481 <0.000474 <0.000494 <0.000478 <0.000483 <0.000470<0.000486 <0.000474BromobenzeneEPA 8260B 390 2.3 N/A N/A N/A N/A <0.00132 <0.00126 <0.00120 <0.00507 <0.00493 <0.00490 <0.00992 <0.00122 <0.00126 <0.00124 <0.00130 <0.00126 <0.00127 <0.00123 <0.00128 <0.00124BromodichloromethaneEPA 8260B 98 0.065 N/A N/A 6 N/A <0.000991 <0.000943 <0.000899 <0.00381 <0.00370 <0.00368 <0.00744 <0.000912 <0.000948 <0.000933 <0.000972 <0.000942 <0.000951 <0.000927 <0.000958 <0.000934Bromoform EPA 8260B 400 0.63 N/A N/A 1400 N/A <0.00752 <0.00715 <0.00682 <0.0289 <0.0281 <0.0279 <0.0565 <0.00692 <0.00720 <0.00708 <0.00738 <0.00715 <0.00722 <0.00703 <0.00727 <0.00709Bromomethane EPA 8260B 46 0.13 N/A N/A 100 N/A <0.00465 <0.00443 <0.00422<0.0179 <0.0174 <0.0173 <0.0349 <0.00428 <0.00445 <0.00438 <0.00457 <0.00443 <0.00446 <0.00435 <0.00450 <0.00439Carbon tetrachlorideEPA 8260B 35 0.062 N/A N/A 10 10 <0.00136 <0.00129 <0.00123 <0.00522 <0.00507 <0.00504 <0.0102 <0.00125 <0.00130 <0.00128 <0.00133 <0.00129 <0.00130 <0.00127 <0.00131 <0.00128ChlorobenzeneEPA 8260B 520 1.1 N/A N/A 1400 2000 <0.000721 <0.000685 <0.000654 <0.00277 <0.00269 <0.00267 <0.00541 <0.000663 <0.000690 <0.000679 <0.000707 <0.000685 <0.000691 <0.000674 <0.000697 <0.000679ChlorodibromomethaneEPA 8260B 72 0.049 N/A N/A N/A N/A <0.000566 <0.000538 <0.000513 <0.00217<0.00211 <0.00210 <0.00425 <0.000521 <0.000542 <0.000533 <0.000555 <0.000538 <0.000543 <0.000529 <0.000547 <0.000533Chloroethane EPA 8260B 27,000 31 N/A N/A N/A N/A <0.00136 <0.00129 <0.00123 <0.00522 <0.00507 <0.00504 <0.0102 <0.00125 <0.00130 <0.00128 <0.00133 <0.00129 <0.00130 <0.00127 <0.00131 <0.00128Chloroform EPA 8260B 16 1 N/A N/A 120 120 <0.000522 <0.000496 <0.000473 <0.00200 <0.00195 <0.00194 <0.00392 <0.000480 <0.000500 <0.000492 <0.000512 <0.000496 <0.000501 <0.000488 <0.000505 <0.000492Chloromethane EPA 8260B 140 0.41 N/A N/A N/A N/A <0.00175 <0.00166 <0.00159 <0.00671 <0.00653 <0.00648 <0.0131 <0.00161 <0.00167 <0.00165 <0.00172 <0.00166 <0.00168 <0.00163 <0.00169 <0.00165cis-1,2-Dichloroethene EPA 8260B 140 0.25 N/A N/A N/A N/A <0.000868 <0.000825 <0.000787 <0.00333 <0.00324 <0.00322 <0.00652 <0.000799 <0.000831 <0.000817 <0.000852 <0.000825 <0.000833 <0.000812 <0.000839 <0.000818cis-1,3-DichloropropeneEPA 8260B 8 0.0066 N/A N/A N/A N/A <0.000853 <0.000811 <0.000773 <0.00327<0.00318 <0.00316 <0.00640 <0.000785 <0.000816 <0.000803 <0.000837 <0.000811 <0.000818 <0.000797 <0.000824 <0.000804Dibromomethane EPA 8260B 81 1.1 N/A N/A N/A N/A <0.00126 <0.00120 <0.00114 <0.00483 <0.00470 <0.00466 <0.00945 <0.00116 <0.00120 <0.00118 <0.00123 <0.00120 <0.00121 <0.00118 <0.00122 <0.00119DichlorodifluoromethaneEPA 8260B 1,400 240 N/A N/A 14,000 N/A <0.00103 <0.000978 <0.000933 <0.00395 <0.00384 <0.00382 <0.00773 <0.000947 <0.000985 <0.000969 <0.00101 <0.000978 <0.000987 <0.000962 <0.000995 <0.000970Di-isopropyl ether EPA 8260B 4,600 12 N/A N/A N/A N/A <0.000440 <0.000419 <0.000399 <0.00169 <0.001640.0687 0.00964<0.000405 <0.000421 <0.000415 <0.000432 <0.000419 <0.000422 <0.000412<0.000426 <0.000415Ethylbenzene EPA 8260B 6,400 7.6 N/A 36.8 8000 N/A <0.000667 <0.0006340.0294 20.9 22.5 16.8 0.155<0.000613 <0.000638 <0.000628 <0.000654 <0.000634 <0.000640 <0.000623<0.000645 <0.000628Hexachloro-1,3-butadiene EPA 8260B 20 3.3 N/A N/A 8 10 <0.0160 <0.0152 <0.0145 <0.0613 <0.0596 <0.0592 <0.120 <0.0147 <0.0153 <0.0150 <0.0157 <0.0152 <0.0153 <0.0149 <0.0154 <0.0151IsopropylbenzeneEPA 8260B 4,300 350 N/A N/A N/A N/A <0.00109 <0.001030.0603 6.33 7.56 7.8 0.879<0.000999 <0.00104 <0.00102 <0.00107 <0.00103 <0.00104 <0.00102 <0.00105 <0.00102Methyl tert-butyl ether EPA 8260B 800 0.62 N/A 2.56 N/A N/A <0.0003710.00477<0.0003370.0128 0.665 2.52 0.0511<0.000341 <0.000355 <0.000349 <0.000364 <0.000353 <0.000356 <0.000347<0.000359 <0.000350Methylene Chloride EPA 8260B 1,600 0.013 N/A N/A 1000 N/A <0.00835 <0.00794 <0.00757 <0.0321 <0.0312 <0.0310 <0.0627 <0.00769 <0.00799 <0.00786<0.00819 <0.00794 <0.00801 <0.00781 <0.00807 <0.00787NaphthaleneEPA 8260B 220 31 N/A 99.7 N/A N/A <0.00392 <0.003730.0744 10.9 10.6 8.69 0.865<0.00361 <0.00376 <0.00370 <0.00385 <0.00373 <0.00377 <0.00367 <0.00379 <0.00370n-Butylbenzene EPA 8260B 3,300 150 N/A N/A N/A N/A <0.00483 <0.004590.186 6.19<0.01804.23 1.39<0.00444 <0.00462 <0.00455 <0.00474 <0.00459 <0.00463 <0.00452 <0.00467 <0.00455n-PropylbenzeneEPA 8260B 2,200 45 N/A N/A N/A N/A <0.00148 <0.001410.253 14.5 15.2 9.96 4.19<0.00137 <0.00142 <0.00140 <0.00146 <0.00141 <0.00142 <0.00139 <0.00143 <0.00140p-Isopropyltoluene EPA 8260B 8,200 230 N/A N/A N/A N/A <0.00293 <0.002790.0195 1.77 1.09 1.37<0.0220 <0.00270 <0.00280 <0.00276 <0.00288 <0.00279 <0.00281 <0.00274<0.00283 <0.00276sec-ButylbenzeneEPA 8260B 3,300 85 N/A N/A N/A N/A <0.00318 <0.003030.0575 3.19 2.48 2.76 0.978<0.00293 <0.00305 <0.00300 <0.00312 <0.00303 <0.00305 <0.00298 <0.00308 <0.00300Styrene EPA 8260B 6,700 3.3 N/A N/A 14000 N/A <0.00343 <0.00327 <0.00311 <0.0132 <0.0128 <0.0127 <0.0258 <0.00316 <0.00329 <0.00323 <0.00337 <0.00326 <0.00329 <0.00321 <0.00332 <0.00324tert-ButylbenzeneEPA 8260B 3,300 100 N/A N/A N/A N/A <0.00195 <0.001850.00403 J 0.0687<0.007280.112<0.0146 <0.00179 <0.00187 <0.00184 <0.00191 <0.00185 <0.00187 <0.00182<0.00188 <0.00184Tetrachloroethene EPA 8260B 710 0.05 N/A N/A 14 14 <0.000881 <0.000837 <0.000799 <0.00338 <0.00329 <0.00327 <0.00661 <0.000810 <0.000843 <0.000829 <0.000864 <0.000837 <0.000845 <0.000823 <0.000851 <0.000830Toluene EPA 8260B 5,900 8.2 N/A 39.1 20,000 N/A <0.00157 <0.00150 <0.001435.92 5.38 5.02<0.0118 <0.00145 <0.00150 <0.00148 <0.00154 <0.00149 <0.00151 <0.00147<0.00152 <0.00148Total Xylenes EPA 8260B 6,000 120 N/A 117 N/A N/A <0.00601 <0.00572 <0.0054565.7 29.8 61<0.0452 <0.00553 <0.00575 <0.00566 <0.00590 <0.00572 <0.00577 <0.00562<0.00581 <0.00567trans-1,2-Dichloroethene EPA 8260B 590 0.49 N/A N/A 20 N/A <0.00180 <0.00171 <0.00163 <0.00691 <0.00671 <0.00667 <0.0135 <0.00166 <0.00172 <0.00169 <0.00176 <0.00171 <0.00173 <0.00168 <0.00174 <0.00169trans-1,3-DichloropropeneEPA 8260B 36 0.036 N/A N/A 10 10 <0.00192 <0.00183 <0.00175 <0.00739 <0.00718 <0.00714 <0.0145 <0.00177 <0.00184 <0.00181 <0.00189 <0.00183 <0.00185 <0.00180 <0.00186 <0.00181Trichloroethene EPA 8260B 18 0.034 N/A N/A 20000 N/A <0.000503 <0.000478<0.000456 <0.00193 <0.00188 <0.00187 <0.00378 <0.000463 <0.000481 <0.000474 <0.000494 <0.000478 <0.000483 <0.000470 <0.000486 <0.000474Trichlorofluoromethane EPA 8260B 25,000 130 N/A N/A 4 4 <0.000629 <0.000598 <0.000570 <0.00241 <0.00235 <0.00233 <0.00472 <0.000579 <0.000602 <0.000592 <0.000617 <0.000598 <0.000603 <0.000588 <0.000608 <0.000593Vinyl chloride EPA 8260B 4 0.022 N/A N/A 140,000 N/A <0.000859 <0.000817<0.000779 <0.00330 <0.00321 <0.00319 <0.00645 <0.000791 <0.000822 <0.000809 <0.000843 <0.000817 <0.000824 <0.000803 <0.000831 <0.000810Notes1. Texas Risk Reduction Program (TRRP) Total-Soil-Combined (TotSoilComb) defined as the Protective Concentration Level (PCL) for the combined soil ingestion, dermal contact, inhalation of volatiles and particulates, and ingestion of aboveground and below-ground vegetables2. TRRP Action Levels as defined in the TCEQ guidanceDetermining Which Releases are Subject to TRRP, revised November 19, 20103. Petroleum Storage Tank (PST) Program Action Levels, revised August 21, 20184. United States Geologicial Survey (USGS) background soil range for C-Horizon based on publication entitledChemical Analyses of Soils and other Surficial Materials of the Conterminous United States, dated 20145. Class 1 Non-Haz and EPA Hazarous Regulatory Limits calculated by multiplying Regulatory Limits defined in the TCEQGuidelines for the Classification and Coding of Industrial and Hazardous Wastes, revised November 2014 by 20 to account for the 20 times TCLP method dilution factorOnly constituents detected above the laboratory sample detection limit (SDL) are reported for VOCs and SVOCsJ = Estimated value, constituent detected above laboratory SDL but below the method quantitation limit (MQL)B = Constituent also detected in the associated blank sampleN/A = Not applicableBold denotes concentrations detected above laboratory SDLBold and light green highlight denotes concentrations excceding unrestricted re-use criteriaBold and gray highlight denotes concentrations exceeding either Class 1 non-hazarous waste or hazardous waste criteria (none exceeded)Volatile Organic Compounds (VOCs) (mg/kg)TRRP Total-Soil-Combined1(TotSoilComb)TRRP ActionLevel2(mg/kg) PST ActionLevel4(mg/kg)Regulatory Limit5Class 1 Non-Haz(mg/kg)Regulatory Limit5EPA Hazardous(mg/kg)RCRA metals (mg/kg)USGSBackgroundRange3(mg/kg)Suitable for Re-use DisposalMethodParameterTotal Petroleum Hydrocarbons (TPH) (mg/kg)Sample Identifier
Appendix C
USACE – Nationwide Permit
Requirements – September 5,
2019