Agreement

City of Chandler — Regular Meeting (2025-06-12)

Extracted text (via pymupdf) 590344 characters

City of Chandler, Arizona
Public Works & Utilities Department
Capital Projects Division
CONSTRUCTION BID
RECLAIMED WATER PIPE EXTENSION –
GERMANN ROAD AND HAMILTON STREET
CITY PROJECT NO.: WW2206.404
MAYOR
Kevin Hartke
VICE MAYOR
Christine Ellis
COUNCIL
OD Harris Matt Orlando
Angel Encinas Jane Poston Jennifer Hawkins
__________________________________________________
Daniel Haskins, P.E.
CIP City Engineer
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

CITY OF CHANDLER, ARIZONA

CONSTRUCTION BID

TABLE OF CONTENTS

INVITATION TO BID

BID SUBMITTAL LIST

CONSTRUCTION AGREEMENT

PROJECT SPECIFIC SPECIAL PROVISIONS

GENERAL CONDITIONS

TECHNICAL SPECIFICATIONS

GIS/GPS DATA DELIVERY REQUIREMENTS
(if applicable)

FEDERAL PROVISIONS
(if applicable)
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

LEGAL AD DEPARTMENT

INVITATION TO BID

RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
CITY PROJECT NO.: WW2206.404

NOTICE IS HEREBY GIVEN that sealed bids will be received and date/time stamped by the City of Chandler
Capital Projects Office, 215 East Buffalo Street, Chandler, Arizona 85225 until the bid submission date
specified below.

All firms must be registered on the Arizona Procurement Portal (https://app.az.gov/) vendor registration
system prior to submitting a Bid. Non-registered firms will not receive addenda notifications. Download
the
Bid
Documents
and
any
Addenda
at
www.chandleraz.gov/business/vendor-services/capital-
projects/construction-bids. It is the contractor's sole responsibility to obtain all addenda from the City
website prior to submitting their bid proposal, and to acknowledge receipt and acceptance of the addenda
in their bid proposal submittal. No separate notification of addenda will be issued. The City recommends
Contractors regularly check the website for updated information.

PRE-BID CONFERENCE:

THERE WILL BE NO PRE-BID CONFERENCE

SOLICITATION QUESTIONS DUE DATE:
April 8, 2025
5:00 p.m.
Arizona time
All solicitation questions must be emailed to Bid.Questions@chandleraz.gov with
the subject line of:
“WW2206.404 Reclaimed Water Pipe Extension – Germann Road and Hamilton
Street BID QUESTION”.
Questions received after the due date and time will NOT be considered.

BID SUBMISSION:
April 22, 2025
3:00 p.m.
Arizona time
Sealed bids must be delivered to the City of Chandler Capital Projects Office located
at 215 East Buffalo Street, Chandler, Arizona, 85225.
Bids must be received on or before date and time specified.
At that time, bids will be publicly opened and read aloud in the
Saguaro Conference Room.
Bids received after the due date and time will be returned unopened without
consideration.

All bids must be submitted in a sealed envelope plainly marked as follows:

BID OF _____________________________, CONTRACTOR

FOR:
“Reclaimed Water Pipe Extension – Germann Road and Hamilton Street”

“WW2206.404”
.

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Work under this Agreement includes the installation of approximately 200 linear feet of 24-inch ductile iron
pipe (DIP) reclaimed waterline at the southeast corner of Hamilton Street and Germann Road, connecting
to the existing 12-inch reclaimed waterline along Germann Road. Work must be completed within 150
consecutive calendar days from the Notice to Proceed. The Engineer’s Estimate range is $1,000,000 -
$1,500,000.
Bids must be submitted on the Proposal Form provided and be accompanied by the Bid Bond for not less
than ten percent (10%) of the total bid, payable to the City of Chandler, Arizona, or a certified or cashier's
check. PERSONAL OR INDIVIDUAL SURETY BONDS ARE NOT ACCEPTABLE.
The successful bidder will be required to execute the standard form of agreement for construction prior to
Council award
The successful bidder must furnish a Payment Bond and Performance Bond in the amount equal to one
hundred percent (100%) of the Agreement Price.
The right is hereby reserved to accept or reject any or all bids or parts thereto, to waive any informalities in
any proposal and reject the bids of any persons who have been delinquent or unfaithful to any agreement
with the City of Chandler.
All Bids will remain open for 90 days after the Bid opening day, but the City may, in its sole discretion, release
any Bid and return the bid security prior to that date. No Bidder may withdraw his Bid during this period
without written permission from the City.
Find PRELIMINARY BID RESULTS at: https://www.chandleraz.gov/business/vendor-services/capital-projects
Protest Policy - A protest of a proposed award must be filed WITH THE PURCHASING OFFICE within 5 calendar
days of the first posting of the award recommendation. Award recommendations are posted on the Capital
Projects web site or the City Clerk web site. If the due date occurs on a weekend or holiday the protest must
be filed the next business day.
A Protest must include:
•
The name, address and telephone number of the protester;
•
The signature of the protester or its representative;
•
Identification of the project and the solicitation or agreement number;
•
A detailed statement of the legal and factual grounds of the protest including copies of relevant
documents; and
•
The form of relief requested.
City will review the protest and issue a written response.
PUBLISHED DATE:
3/20/2025
3/27/2025
Arizona Republic
AFFIDAVIT OF PUBLICATION
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Rev. 11/28/2022
1

DO NOT DOUBLE-SIDE ANY PART OF THE BID SUBMITTAL
PROJECT NAME: Reclaimed Water Pipe Extension – Germann Road and
Hamilton Street

CITY PROJECT NO.:
WW2206.404

PLEASE INCLUDE THE FOLLOWING ITEMS IN YOUR SUBMITTAL ACCORDING TO THE DATE
AND TIME LISTED IN THE INVITATION TO BID ADVERTISEMENT:
A. Bid Bond (Original – with Seal)
B. Signed Proposal Acknowledgement, and licenses
C. Bid Schedule
D. Subcontractor’s List Form
E. Non-Collusion Bidding Certification
F. Certificate of Insurability and Bonding
G. Arizona Department of Revenue Privilege Tax License
BID SUBMITTAL LIST
This list may not include all required bid submission items. It is the Contractor’s
responsibility to read the entire bid and determine all items required by the submission date
and time.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
Page i
City Project No.: WW2206.404
Rev.10/23/23

CITY OF CHANDLER, ARIZONA
PUBLIC WORKS & UTILITIES DEPARTMENT
CAPITAL PROJECTS DIVISION

CONSTRUCTION AGREEMENT

RECLAIMED WATER PIPE EXTENSION –
GERMANN ROAD AND HAMILTON STREET

CITY PROJECT NO.: WW2206.404

MAYOR
Kevin Hartke

VICE MAYOR
Christine Ellis

COUNCIL
OD Harris Matt Orlando
Angel Encinas Jane Poston Jennifer Hawkins

__________________________________________________
Daniel Haskins, P.E.
CIP City Engineer
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
Page 1
City Project No.: WW2206.404
Rev 10/23/23
CITY OF CHANDLER, ARIZONA

RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET

CITY PROJECT NO.: WW2206.404

TABLE OF CONTENTS

PARTICIPANTS AND PROJECT .......................................................................... C-2
AGREEMENT DOCUMENTS .............................................................................. C-4
CONSTRUCTION SERVICES ............................................................................... C-4
CITY RESPONSIBILITIES .................................................................................... C-4
AGREEMENT TIME ............................................................................................ C-6
AGREEMENT PRICE ........................................................................................... C-7
PAYMENT .......................................................................................................... C-7
CHANGES TO THE AGREEMENT ....................................................................... C-7
SUSPENSION AND TERMINATION .................................................................. C-7
INSURANCE AND BONDS ............................................................................... C-7
INDEMNIFICATION ......................................................................................... C-8
DISPUTE RESOLUTION ................................................................................... C-8
FORCED LABOR OF ETHNIC UYGHURS PROHIBITED .................................. C-8

EXHIBIT A – PROJECT SPECIFIC SPECIAL PROVISIONS ..................................................... SP-1
EXHIBIT B – GENERAL CONDITIONS ................................................................................ GC-1
EXHIBIT C – TECHNICAL SPECIFICATIONS ........................................................................ TS-1
EXHIBIT D – GIS / GPS DATA DELIVERY REQUIREMENTS (IF APPLICABLE) ................... GIS-1
EXHIBIT E – FEDERAL PROVISIONS (IF APPLICABLE) ....................................................... FP-1
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
Page 2
City Project No.: WW2206.404
Rev 10/23/23
CONSTRUCTION SERVICES AGREEMENT
PROJECT NO.: WW2206.404

This Agreement (“Agreement”) is made and entered into on the ____ day of ___________, 2025,
by and between City of Chandler, an Arizona municipal corporation, hereinafter called “City”
and Arrowmark, LLC the “Contractor” designated below (City and Contractor may individually
be referred to as “Party” and collectively referred to as “Parties”).

City and Contractor agree as follows:

PARTICIPANTS AND PROJECT

CITY:

CIP City Engineer: Daniel Haskins, P.E.

Public Works & Utilities Department

P.O. Box 4008, Mail Stop 407 Chandler, AZ 85244-4008

Phone: 480-782-3335 Email: Daniel.Haskins@chandleraz.gov
CITY:

Construction Project Manager: Adam Kleiser

Public Works & Utilities Department

P.O. Box 4008, Mail Stop 407 Chandler, AZ 85244-4008

Phone: 480-782-3325 Email: Adam.Kleiser@chandleraz.gov
Contractor:
Legal Company Name:
Arrowmark, LLC

Mailing Address:
1620 South Stapley Drive, Suite 118
Mesa, AZ 85204

Physical Address:
1620 South Stapley Drive, Suite 118
Mesa, AZ 85204

Arizona Roc No.:
ROC 347447 A

Federal Tax Id No.:

33-1885924

State Where Organized:
Arizona

Business Organization:
LLC

Statutory Agent Name:
Incorp Services, Inc

Statutory Agent Mailing Address:
8825 North 23rd Avenue, Suite 100,
Phoenix, AZ 85021

Statutory Agent Physical Address:
8825 North 23rd Avenue, Suite 100,
Phoenix, AZ 85021
Contractor’s Authorized Project Representative:

Name:
Stephen Bacon

Title:
VP of Business Development

Phone:
(623)521-0692

Email:
Stephen.Bacon@teamarrowmark.com

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
Page 3
City Project No.: WW2206.404
Rev 10/23/23
PROJECT DESCRIPTION:

PROJECT LOCATION:

German Road and Pioneer Parkway (Tumbleweed Park)
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
Page 4
City Project No.: WW2206.404
Rev 10/23/23
AGREEMENT DOCUMENTS

2.1
AGREEMENT DOCUMENTS

The Agreement between City and Contractor will consist of the following Agreement
Documents:

1. This Construction Services Agreement and all of its Exhibits, including Project
Plans and Technical Specifications.
2. General Conditions and General Conditions Appendices, incorporated by
reference.
3. Project Specific Special Provisions as set forth in Exhibit A, incorporated by
reference.
4. Project Bid Proposal.

2.2
In the event of any inconsistency, conflict, or ambiguity between or among the
Agreement Documents, the Agreement Documents will take precedence as described
in Section 14.1.4 of the General Conditions.

2.3
DEFINITIONS

The definitions in Section 2 of the General Conditions apply to all the Agreement
Documents, including this Agreement.

CONSTRUCTION SERVICES

3.1
GENERAL

3.1.1
Scope of Work. All terms and conditions are set forth in the Agreement. Any terms
and conditions and exceptions noted in the Contractor’s proposal or other
documents do not apply unless agreed to in this Agreement or an approved
addendum.

3.1.2
Contractor agrees this is a Unit Price Agreement. Contractor agrees at its own cost and
expense, to do all Work necessary required to fully, timely and properly complete
the construction of the Project in strict accordance with the Agreement Documents
in a good and workmanlike manner, free and clear of all claims, liens, and charges
whatsoever, in the manner and under the conditions specified, within the Agreement
time.

3.1.3
Contractor must provide all of the labor and materials, and perform the Work in
accordance with Section 4 of the General Conditions. Some, but not all, of the major
components of the Construction Services and the corresponding subsections of
Section 4 of the General Conditions are set forth below.

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
Page 5
City Project No.: WW2206.404
Rev 10/23/23
3.1.4
At all times relevant to this Agreement and performance of the Work, the Contactor
must fully comply with all Laws, Regulations, or Legal Requirements applicable to City,
the Project and the Agreement,
including, without limitation, those set forth on
attached Exhibit A.

3.1.5
Contractor must perform the Work under this Agreement using only those firms,
team members and individuals designated by Contractor consistent with
Contractor’s accepted Bid, or otherwise, approved by City pursuant to the General
Conditions. No other entities or individuals may be used without the prior written
approval of the Project Manager.

3.1.6
Contractor must comply with all terms and conditions of the General Conditions.

3.1.7
In the event of a conflict between this Agreement and the General Conditions or an
exhibit hereto or appendix thereto, the terms of this Agreement will control.

3.1.8
Ownership of Work Product. Notwithstanding anything to the contrary in this
Agreement, all Work Product prepared or otherwise created in connection with the
performance of this Agreement, including the Work, are to be and remain the
property of City. For purposes of this provision, “Work Product” will include all designs,
drawings, plans, specifications, ideas, renderings and other information or matter, in
whatever form created (e.g., electronic or printed) and in all media now known or
hereinafter created. All Work Product will be considered Work Made for Hire as
defined in the United States Copyright Act 17 U.S.C. § 101 (Copyright Act). If for any
reason, any such Work is found not to be a Work Made for Hire, Contractor hereby
transfers and assigns ownership of the copyright in such Work to City. The rights in
this Section are exclusive to City in perpetuity.

3.2
CONTRACTOR’S PRE-AGREEMENT AND PRE-WORK DELIVERABLES

3.2.1
The Contractor must provide the Deliverables in accordance with Section 4.2 of
the General Conditions.

3.3
PRE-CONSTRUCTION CONFERENCE

Contractor must attend the Pre-Construction Conference in accordance with Section
4.3 of the General Conditions.

3.4
PERFORMANCE OF THE WORK (INCLUDING FIELD MEASUREMENTS,
SUBCONTRACTORS, AND SUPPLIERS)

Contractor must perform the Work in accordance with Section 4.4 of the General
Conditions.

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
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City Project No.: WW2206.404
Rev 10/23/23
3.5
CONTROL OF THE PROJECT SITE

Contractor must control and maintain the Project Site in accordance with Section 4.5
of the General Conditions.

3.6
PROJECT SAFETY

Contractor must implement and enforce Project safety in accordance with Section 4.6
of the General Conditions.

3.7
MATERIALS QUALITY, SUBSTITUTIONS AND SHOP DRAWINGS

Contractor must provide materials testing and submit substitute materials and Shop
Drawings in accordance with Section 4.7 of the General Conditions.

3.8
PROJECT RECORD DOCUMENTS

Contractor must maintain and make available the Project Record Documents in
accordance with Section 4.8 of the General Conditions.

3.9
WARRANTY AND CORRECTION OF DEFECTIVE WORK

Contractor must provide warranties and correct defective Work in accordance with
Section 4.9 of the General Conditions.

CITY RESPONSIBILITIES

4.1
City will have the responsibilities, and provide the information specified in, and
subject to the conditions set forth in, Section 5 of the General Conditions.

AGREEMENT TIME

5.1
GENERAL

5.1.1
The total Agreement Duration is 150 Calendar Days (including Substantial Completion
by 120 Calendars Days and Final Acceptance by 150 Calendar Days).

5.1.2
The Agreement Time will start with the Notice to Proceed (NTP) and end with
Final Acceptance, as set forth in Article 5.4 below.

5.1.3
The Agreement Time will be as set forth in the Project Schedule. Contractor agrees
that it will commence performance of the Work and complete the Project through
Final Acceptance within the Agreement Time.

5.1.4
Time is of the essence of this Agreement for the Project, and for each phase and
designated Milestone thereof.

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
Page 7
City Project No.: WW2206.404
Rev 10/23/23
5.1.5
Failure on the part of Contractor to adhere to the approved Project Schedule will
be deemed a
material breach and sufficient grounds for termination of this
Agreement by City.

5.2
PROJECT SCHEDULE

5.2.1
The Project Schedule will be updated and maintained throughout Contractor’s
performance under this Agreement in accordance with Section 6.2 of the General
Conditions.

5.2.2
Work must be completed to meet the following milestones after the Notice to
Proceed:

Milestone

Time
Liquidated damages for delay
1.

within days
$
per calendar day

5.3
SUBSTANTIAL COMPLETION

Substantial Completion must be achieved no later than the Substantial Completion
Date set forth in the Project Schedule. Substantial Completion will be determined in
accordance with Section 6.3 of the General Conditions.

5.4
FINAL ACCEPTANCE

5.4.1
Final Acceptance will be obtained within the time period set forth in the Project
Schedule.

5.4.2
Final Acceptance will be issued pursuant to Section 6.5 of the General Conditions.

5.5
LIQUIDATED DAMAGES

5.5.1
Substantial Completion Liquidated Damages. Contractor acknowledges and agrees
that if Contractor fails to obtain Substantial Completion of the Work within the
Agreement Time, City will sustain extensive damages and serious loss as a result of
such failure. The exact amount of such damages will be extremely difficult to
ascertain. Therefore, City and Contractor agree that if Contractor fails to achieve
Substantial Completion of the Work within the Agreement Time, City will be entitled
to retain or recover from Contractor, as liquidated damages and not as a penalty,
the sum per calendar day as indicated in MAG § 108.9.

5.5.2
Final Acceptance Liquidated Damages. For the same reasons set forth in Article 5.5.1
above, City and Contractor further agree that if Contractor fails to achieve Final
Acceptance of the Work within the Agreement Time, City will be entitled to retain or
recover from Contractor, as liquidated damages and not as a penalty, the sum per
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
Page 8
City Project No.: WW2206.404
Rev 10/23/23
calendar day as indicated in MAG § 108.9 commencing from the actual date of
Substantial Completion or Final Acceptance as required under the Agreement.

5.5.3
MAG Liquidated Damages. Liquidated damages provisions in MAG § 108.9 will apply.

5.5.4
City may deduct liquidated damages described in this Article 5.5 from any unpaid
amounts then or thereafter due Contractor under this Agreement. Any liquidated
damages not so deducted from any unpaid amounts due Contractor will be payable
to City at the demand of City, together with interest from the date of the demand at
the highest lawful rate of interest payable by Contractor.

5.6
MUTUAL WAIVER OF CONSEQUENTIAL DAMAGES ONLY

5.6.1
Contractor and City waive claims against each other for consequential damages
arising out of or relating to this Agreement. This mutual waiver includes.

1. Damages incurred by City for rental expenses, for losses of use, income, profit,
financing, business and reputation, and for loss of management or employee
productivity or of the services of such persons; and

2. Damages incurred by Contractor for principal office expenses including the
compensation of personnel stationed there, for losses of financing, business and
reputation, and for loss of profit except anticipated profit arising directly from the
Work.

5.6.2
This mutual waiver is applicable, without limitation, to all consequential damages
due to either party’s termination of this Agreement. Nothing contained in this
Article 5 .6 will be deemed to preclude an award of liquidated damages, when
applicable, in accordance with Article 5.5 above.

5.6.3
Nothing herein will be deemed to constitute a waiver of any other remedy available
to City in the event of Contractor’s default under this Agreement prior to full
performance of the Work including, as
applicable, specific performance or
completion of the Work on behalf of Contractor, the cost and expense of which will
be offset against any monies then or thereafter due to Contractor (if any) and
otherwise immediately reimbursed to City by Contractor.

AGREEMENT PRICE

6.1
AGREEMENT PRICE

6.1.1
In exchange for Contractor’s full, timely, and acceptable performances and
construction of the Work under this Agreement, and subject to all of the terms of
this Agreement, City will pay Contractor the “Agreement Price,” which is $835,000.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
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City Project No.: WW2206.404
Rev 10/23/23

6.1.2
The Agreement Price is all-inclusive and specifically includes all fees, cost, insurance
and bond premiums, and taxes of any type necessary to fully, properly and timely
perform and construct Work.

6.2
CHANGES TO AGREEMENT PRICE
Shall be determined under Section 9 of the General Conditions.

PAYMENT
Payments will be made to Contractor in accordance with Section 8 of the General Conditions.

CHANGES TO THE AGREEMENT
Changes to the Agreement may be made in strict accordance with Section 9 of the
General Conditions.

SUSPENSION AND TERMINATION
This Agreement may be suspended or terminated in accordance with Section 10 of the
General Conditions.

INSURANCE AND BONDS

10.1
Contractor must provide insurance in accordance with Sections 11.1 through 11.3
of the General Conditions. Contractor must provide proof of such insurance and all
required endorsements in forms acceptable to City prior to commencing any Work
under this Agreement.

10.2
Contractor must provide performance and payment bonds to City in Accordance with
Section 11.4 of the General Conditions and A.R.S. § 34-222.

10.3
Failure to provide proof of insurance and the required endorsements, or the
required bonds, in forms acceptable to City, will be a material breach and grounds
for termination for cause of this Agreement.

INDEMNIFICATION
Contractor must have and assume the indemnity obligations set forth in Section 12 of the
General Conditions.

DISPUTE RESOLUTION
Any claims or disputes relating to this Agreement will be resolved according to the dispute
resolution process set forth in Section 13 of, and Appendix 6 to, the General Conditions.

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
Page 10
City Project No.: WW2206.404
Rev 10/23/23
FORCED LABOR OF ETHNIC UYGHURS PROHIBITED

By entering into this Agreement, Contractor certifies and agrees Contractor does not
currently use and will not use for the term of this Agreement: (i) the forced labor of ethnic
Uyghurs in the People's Republic of China; or (ii) any goods or services produced by the
forced labor of ethnic Uyghurs in the People's Republic of China; or (iii) any contractors,
subcontractors or suppliers that use the forced labor or any goods or services produced by
the forced labor of ethnic Uyghurs in the People's Republic of China.

SIGNATURE PAGE TO FOLLOW
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
Page 11
City Project No.: WW2206.404
Rev 10/23/23
IN WITNESS WHEREOF, the Parties hereto have executed this Agreement through their duly
authorized representatives and bind their respective entitles as of the effective date.
“CITY”
CITY OF CHANDLER
MAYOR
RECOMMENDED BY:
Daniel Haskins, P.E.
CIP City Engineer
APPROVED AS TO FORM:
City Attorney
ATTEST:
City Clerk
Seal
“CONTRACTOR”
ARROWMARK, LLC.
Signature
Date
Print Name
Title
Signer Email Address
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC
stephen.bacon@teamarrowmark.com
Stephen Bacon
May 12, 2025
VP of Business Development
May 12, 2025

EXHIBIT A

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
A-1
City Project No.: WW2206.404
Rev. 10/23/23
PROJECT SPECIFIC
SPECIAL PROVISIONS

4.2.7 Aerial Construction Photography
General Conditions Section 4 Subsections 4.2.7.1 & 4.2.7.2 are not applicable to this project.

4.2.8 Government Approvals and Permits
General Conditions Section 4 Subsection 4.2.8.1, City permit fees will be paid internally by the
City and all other fees will be the responsibility of the Contractor.

Subletting of Agreement
Contractor must perform, with his own organization, work amounting to not less than 50 percent
of the total Agreement cost.

Failure to submit Subcontractor’s List Form, demonstrating self-performance not less than 50
percent of the total Agreement cost, will cause the bid to be deemed non-responsive.

Bidders should contact the Arizona Registrar of Contractors for information on license
requirements.

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

EXHIBIT B

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
B-1
City Project No.: WW2206.404
Rev. 10/23/23

GENERAL CONDITIONS

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

GENERAL CONDITIONS

Approved date: July 20, 2022

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Revised: 7/20/2022

GC-2 of 75

TABLE OF CONTENTS

SECTION 1 - SCOPE OF THESE GENERAL CONDITIONS ............................................................................... 3
SECTION 2 - GENERAL DEFINITIONS ............................................................................................................ 3
SECTION 3 - STANDARD SPECIFICATIONS AND DETAILS ........................................................................... 7
SECTION 4 - CONT R ACT OR’S R ES PONS IBILIT IES FOR CONST RUCT ION SE RVIC ES .................................. 8
SECTION 5 - CITY RESPONSIBILITIES .......................................................................................................... 27
SECTION 6 - AGREEMENT TIME ................................................................................................................... 29
SECTION 7 - AGREEMENT PRICE .................................................................................................................. 35
SECTION 8 - PAYMENT ................................................................................................................................. 35
SECTION 9 - CHANGES TO THE AGREEMENT ............................................................................................. 40
SECTION 10 - SUSPENSION AND TERMINATION ...................................................................................... 43
SECTION 11 - INSURANCE AND BONDS ..................................................................................................... 44
SECTION 12 - INDEMNIFICATION ............................................................................................................... 49
SECTION 13 - DISPUTE RESOLUTION .......................................................................................................... 49
SECTION 14 - MISCELLANEOUS PROVISIONS ............................................................................................ 50
SECTION 15 - PROVISIONS APPLICABLE SOLELY TO GMP AND COST-BASED AGREEMENTS, CHANGE
ORDERS, AND JOB ORDERS ......................................................................................................................... 57
SECTION 16 - PROVISIONS APPLICABLE SOLELY TO JOB ORDER AGREEMENTS (JOC) ........................ 61
SECTION 17 - PROVISIONS APPLICABLE SOLELY TO PRE-CONSTRUCTION SERVICES FOR
CONSTRUCTION MANAGER AT RISK .......................................................................................................... 66
SECTION 18 - APPENDICES ...................................................................................................... APP-1 of 30

Appendix 1 – Policy Statement for Calculating Delays and Damages
Appendix 2 – Cost Reduction Incentive Proposals for Design Bid Build Agreements
Appendix 3 – Contractor’s Affidavit Regarding Settlement of Claims
Appendix 4 – Forms of Performance Bond
Appendix 5 – Forms of Payment Bond
Appendix 6 – Dispute Resolution
Appendix 7 – Certificate of Completion
Appendix 8 – Construction Sign Detail
Appendix 9 – Cost of the Work (Applicable solely to Construction Manager at Risk and
Job Order Contracting)
Appendix 10 Landscape Establishment Period

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SECTION 1 - SCOPE OF THESE GENERAL CONDITIONS
These General Conditions encompass provisions that apply, and are incorporated into all
construction Agreements entered into by the City of Chandler, unless otherwise specifically excluded in
the executed Agreement.

SECTION 2 - GENERAL DEFINITIONS

Allowance : A specific amount for a specific item of Work, if any, that City agrees has not been sufficiently
designed, detailed, or selected (including design changes from 90% to 100% as authorized by and at
the discretion of the City) at the time the Agreement Price is agreed to for Contractor to provide a definitive
price.

Alternate Systems Evaluations or Alternative Analysis: Alternatives for design, means and methods or
other scope considerations that are evaluated using value analysis principles and have the potential to
reduce construction costs while still delivering a quality and functional Project that meets City
requirements.

Change Order: A written instrument issued after execution of the Agreement Documents signed by
City and Contractor, stating their agreement upon all of the following: the addition, deletion or revision
in the scope of services or deliverables; the amount of the adjustment to the Agreement Price, the
extent of the adjustment to the Agreement Time, or modifications of other agreement terms. The
Agreement Price and the Agreement Time may be changed only by Change Order.

Consultant: Person or firm that provides professional services.

City (Owner or OWNER): City of Chandler, a municipal corporation, with whom Contractor has entered
into the Agreement and for whom the Work or Services are to be provided pursuant to the Agreement(s).

Contingent Bid Items: This is a minor bid item which is likely, but not certain, to occur during the course
of work. If the Engineer determines that this work is required, the Contractor will accomplish the work
and payment will be made based on the contingent unit bid price included in the proposal. Since the
quantity listed in the proposal is primarily for bid comparison, the amount of work required by the
Engineer may vary materially from this.

Agreement: The written agreement executed between City and Contractor, including all of the Agreement
Documents.

Agreement Documents: The documents which together form the Agreement between City and
Contractor, as identified in Article 2 of the Agreement, or are otherwise incorporated into the
Agreement, including the Agreement, the exhibits thereto, these General Conditions, any Notice to
Proceed, and any Job Order (if applicable), the Plans and Specifications, Project Schedule, written
and properly executed Change Orders, MAG Specifications and City’s amendments thereto, and any
other documents so designated in the Agreement.

Agreement Price: The agreed-upon price to be paid to Contractor for full, timely, and acceptable
completion of the Work or Services under the terms of the Agreement.

Agreement Time(s): The number of calendar days or the dates related to the applicable phase,
Substantial Completion, or Final Acceptance as stated in Agreement Documents. Agreement Time starts
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with the Notice to Proceed (NTP) and ends with Final Acceptance. The Agreement Time is set forth in
the Agreement and is based upon the Project Schedule agreed to by City in writing.

Contractor: The person or business association with whom City has entered into an agreement for
construction related Work or Services in relation to the Project at issue.

Contractor Payment Request: The form that is accepted by City and used by Contractor in requesting
progress payments or final payment and which must include such supporting documentation as is
required by the Agreement Documents or City.

Construction Budget: The City’s budget for construction of the Project.

Construction Documents: The Plans, Specifications, and Drawings prepared and issued by the Design
Professional and approved by City for construction, meaning the documents are sealed by the
Design Professional (as required), acceptable for permitting and incorporated into the Agreement by
this reference. All amendments and modifications to the Construction Documents must be approved in
writing by City prior to incorporation into the Agreement.

Cost of the Work: The term Cost of the Work will mean costs necessarily incurred by Contractor in the
proper performance of the Work. Such costs will be at rates not higher than the standard paid at the
place of the Project except with prior consent of City.

Critical Path Method (CPM): A scheduling technique which identifies the logical sequence of the activities
occurring in a Construction Project, the anticipated time required to complete each activity in the
Project, and the activities that must be completed on schedule to finish the Project within the anticipated
time. Typically, activities are arranged in a network that shows both activities and their dependencies.
CPM is also used as a management technique which enables contracting parties to predict when
activities may occur so that resources can be effectively used and limitations can be identified.

Critical Path: Critical Path is the sequence of project network activities which add up to the longest overall
duration. Once established in the Project Schedule, the Critical Path for the Project must not be
changed without prior written approval of City.

Day: Calendar day(s) unless otherwise specifically stated in the Agreement Documents.

Design Professional: The qualified, licensed person, firm or corporation who furnishes design and
construction administration services required under the Agreement Documents. These services may
include, but are not limited to: development of Construction Drawings and Documents, review of
Contractor Submittal(s), review of and response
to
Requests for Information, approval and
certification of progress payment
applications,
construction administration, and construction
agreement close out.

Differing Site Conditions: Concealed or latent physical conditions or subsurface conditions at the Site
that, (i) materially differ from the conditions indicated in the Agreement Documents, or (ii) are of an
unusual nature, differing materially from the conditions ordinarily encountered and generally recognized
as inherent in the Work at the general area of the Site. Caliche, rock, hard-digging or sandy/silty soil
encountered on a project is not considered a “Differing Site Condition.”

Drawings (Plans): Documents, which visually represent the scope, extent and character of the Work to
be furnished and performed by Contractor during the construction phase and which have been prepared
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or approved by the Design Professional and City. These documents include Drawings that have reached
a sufficient state of completion and released by Design Professional solely for the purposes of review
and use in performing constructability or bid-ability reviews by Contractor and in preparing cost
estimates (e.g. Master Planning and Programming, Schematic Design, Design Development, and
Construction Drawings), but “not for construction.” Shop Drawings are not Drawings as so defined.

Final Acceptance: The City’s acceptance of the facility or project from the Contractor after all Work is
completed, tested, and inspected in accordance with the Agreement requirements. Final Acceptance
results in a Letter of Acceptance (LOA).

Fixed Price: A fixed price or amount for an Agreement Price, Scope of Work, materials, or other item
under an Agreement, Change Order, or other agreement, which City agrees, in writing, to pay instead
of the actual cost.

Float: The number of Days by which an activity can be delayed without lengthening the Critical Path and
extending the Agreement Time. Unless otherwise expressly agreed in writing, all Float belongs to City.

Laws, Regulations, or Legal Requirements: Any and all applicable laws, rules, regulations, ordinances,
codes and orders applicable to the Project of any and all governmental bodies, agencies, authorities
and courts having jurisdiction and any applicable provisions of the Development Agreement for the
Project (if any), including, without limitation, those provisions relating to the design and construction
of the Project.

Line Item: The individual elements of Work identified on a bid or other schedule and associated with a
price or a unit price and quantity particular to that individual element of the Work. Also refers to
individual items of work within the Schedule of Values.

Liquidated Damages: Designated damages for the City to collect as compensation upon a specific breach
(example: late delivery).

Long-Lead Item: Long-lead item refers to the equipment, product, or system that is identified at the
earliest stage of a project to have a delivery time long enough to affect directly the Critical Path/the overall
lead time of the project.

MAG: The Maricopa Association of Governments.

MAG Specifications: The most current version of the Uniform Standard Specifications for Public Works
Construction published by MAG.

MAG Standard Details: The most current version of the Uniform Standard Details as published by MAG.

Minor change: A change in the Work having no impact on cost or time or the City-approved design intent,
as determined by City.

Notice to Proceed (NTP): A written notice given by City to Contractor fixing the date on which
Contractor will start to perform Contractor’s obligations under the Agreement.

Project: The Project specified in the Agreement (including a Job Order).

Project Manager: The Project Manager designated in Article 1 of the Agreement, or any successor thereto
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designated by City. The Project Manager has the authority to act on behalf of City, as delineated and
limited by the Agreement Documents and applicable law. And City will communicate with Contractor
through the Project Manager. However, the Project Manager has no authority to bind City or City
Council in contravention of any City code, State or Federal statute or regulation, or these General
Conditions.

Project Schedule: The schedule for the completion of the Project agreed to and required by City.

Project Specific Conditions: Additional conditions which apply to the specific Project and Scope of Work
which are set forth in Exhibit D of the Agreement.

Project Team: The Project Team consisting of the Design Professional, Contractor, Project Manager, and
such others as City may designate.

Punch List: The list initially prepared by Contractor pursuant to the Agreement Documents, reviewed
and supplemented by the Project Manager (and at the sole option of the Project Manager, the Design
Professional) and approved by City containing items of incomplete work not impacting Substantial
Completion, if allowed for under the Agreement, and to be completed or corrected by Contractor after
Substantial Completion and before Final Acceptance in accordance with the Agreement Documents.

Quality Assurance (QA) Testing: Testing performed to verify the accuracy and applicability of the QC
testing results and to ascertain that the materials installed meet the specified levels of quality in
accordance with the Agreement Documents.

Quality Control (QC) Testing: Testing performed to assure that the materials installed comply with the
requirements in the Agreement Documents.

Requests for Information (RFIs): Formal written request from Contractor to City or Design Professional
for the Project seeking clarification or additional information needed for Contractor to properly
complete the Work or Services under the Agreement. City may require RFI’s to be submitted on a specific
form or in a specified format.

Schedule of Values (SOV): The specified document prepared by Contractor, and approved and accepted
by City, which divides the Agreement Price into pay items, such that the sum of all pay items equals
the Agreement Price for the construction phase Work, or for any portion of the Work having a separate
specified Agreement Price.

Scope of Work: The scope of work agreed to or required by City and incorporated into the Agreement as
Exhibit A.

Shop Drawings: All drawings, diagrams, schedules and other data specifically prepared for the Work
by Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier or distributor to
illustrate some portion of the Work.

Site: The land or premises on which the Project is located.

Specifications: The part(s) of the Agreement Documents for the construction phase consisting of written
technical descriptions of materials, equipment, construction systems, standards and workmanship as
applied to the Work and certain administrative details applicable thereto. Where specified, the Project
must be constructed using the current Uniform Standard Specifications and Details for Public Works
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Construction as furnished by the Maricopa Association of Governments, as amended by City.

Subconsultant: A person, firm or corporation having an Agreement with Consultant/Contractor to
furnish services required as its independent professional associate or consultant with respect to the
Project.

Subcontractor: An individual or firm having a direct Agreement with Contractor or any other individual or
firm having an Agreement with the aforesaid contractors at any tier, who undertakes to perform a part
of pre-construction services or construction phase Work at the Site for which Contractor is responsible.
Subcontractors must be selected
through the Subcontractor selection process described in the
Agreement Documents, if any.

Substantial Completion: The date when the City determines that the Work (or separable units of Phases
as provided in the Agreement Documents) is essentially and satisfactorily complete in accordance with
the Agreement Documents such that the Project is ready for use by the City for its intended purpose,
opening to the general public, full occupancy or use by City (including, without limitation, all separate
units, or rooms, facilities, access, income-generating areas, and all areas serving the general public, as
applicable, must be ready for full operation without material inconvenience or discomfort), including, to
the extent applicable to the Work, the following: all materials, equipment, systems, controls, features,
facilities, accessories, and similar elements are installed in the proper manner and in operating
condition, inspected, and approved; surfaces have been painted; masonry and concrete cleaned with
any sealer or other finish applied; utilities and systems connected and functioning; site work
complete; permanent heating, ventilation, air conditioning, vertical transportation, and other systems
properly operating with proper controls; lighting and electrical systems installed, operable and
controlled; paving completed, signage installed, and other work as applicable, has been performed to
a similar state of essential and satisfactory completion.

Supplier: A manufacturer, fabricator, distributor, or vendor having a direct Agreement with Contractor
or with any Subcontractor to furnish materials or equipment to be incorporated in the construction
phase Work by Contractor or any Subcontractor.

Total Float: Number of Days by which pre-construction services or construction phase Work or any part
of the same may be delayed without necessarily extending a pertinent Agreement Time or schedule
milestone in the Project Schedule.

Work: The entire completion of construction or the various separately identifiable parts thereof,
required to be furnished during the construction phase. Work includes and is the result of performing
or furnishing labor and furnishing and incorporating materials, resources and equipment into the
construction, and performing or furnishing services and documents as required by the Agreement
Documents for the construction phase.

Writing: Typing, printing, photography and other modes of representing or reproducing words in a
visible form, including email, and expressions.

SECTION 3 - STANDARD SPECIFICATIONS AND DETAILS
3.1
City operates under the latest revision of the MAG Specifications and MAG Standard
Details as amended by City. City’s current amendment to the MAG Specifications, part of
the City’s Unified Development Manual, may be found and downloaded from City’s website
at http://www.chandleraz.gov.
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3.2
Copies of the MAG Specifications and MAG Standard Details are available at the
Maricopa Association of Governments office, 302 N. 1st Avenue, Suite 300, Phoenix,
Arizona.

They
may
also
be
downloaded
from
their
website
at:
http://www.azmag.gov/Newsroom/Publications
3.3
The MAG Specifications and Standard Details and City’s amendments thereto are
incorporated into the Agreement by this reference.

SECTION 4 - CONT R ACT OR’S R ES PONS IBILIT IES FOR CONST RUCT ION SE RVIC ES
4.1
GENERAL
4.1.1
Contractor must construct the Work in accordance with the Agreement Documents and as
outlined in Exhibit A of the Agreement to the satisfaction of City, exercising the degree of
professional care, skill, diligence, quality and judgment that a professional construction
manager engaged, experienced and specializing in the construction management of
construction and facilities of similar scope, function, size, quality, complexity and detail in
urban areas throughout the United States comparable to Chandler, Arizona would exercise
at such time, under similar conditions. Contractor must, at all times, perform the Work in
conformance with sound and generally accepted engineering principles and construction
management and construction contracting practices.
4.1.2
If Contractor observes errors, discrepancies or omissions in the Agreement Documents,
Contractor must promptly notify the Design Professional and City and request clarification.
If Contractor, with the exercise of reasonable care, should have recognized such error,
inconsistency, omission, or difference and fails to report it to City, and if Contractor
proceeds with the Work affected by such observed errors, discrepancies or omissions,
without receiving such clarifications, Contractor does so at its own risk and will be liable to
City for damages resulting from proceeding without clarification.
4.1.3
Project Team and agents of each of them, testing agencies and governmental agencies with
jurisdictional interests will be provided access to the Work at reasonable times for their
observation, inspection, and testing. Contractor must provide proper and safe conditions
for such access.
4.1.4
Contractor must comply with, and require all Subcontractors to comply with, the Arizona
Contractors’ license laws, including all requirements with respect to being duly registered
and licensed.
4.1.5
Contractor must ensure that all employees performing any Work for which Contractor is
responsible have a legal right to live and work in the United States. In addition, all
compensation of any such employee must meet all applicable requirements of the Fair Labor
Standards Act (FLSA) and Federal Minimum Wage laws.
4.1.6
Contractor must comply with the Immigration Reform and Control Act of 1986 (IRCA).
Contractor understands and acknowledges the applicability of the IRCA activities.
Contractor agrees to comply with the IRCA while performing their work and to permit City
inspection of Contractor personnel records to verify such compliance.
4.1.7
Pursuant to MAG Specifications §§ 107.4, Contractor must report immediately any discovery
of archeological ruins or artifacts. Excavation must stop immediately so that City can decide
on the pertinent steps to follow such discovery.
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4.1.8
All property owners that may be affected by the proposed construction activities must be
notified of the scope, duration of the construction activities and possible interference with
their day-to-day activities by Contractor prior to start of construction. In addition, individual
residential or commercial interferences, such as driveway restrictions, water outages, and
all other Work adjacent to residence/business, require 48-hour notification in advance of
specific adjoining Work. Notification may be through door hangers or other procedures
approved by the City.
4.1.9
Access must be maintained to adjacent properties at all times during construction. Where
property has more than one point of access, no more than one access will be restricted or
closed at any one time. Access to adjacent private driveways will be maintained during all
non-working hours.
4.1.10
Contractor must furnish and erect construction signs in accordance with Project
Specifications. The signs must be professionally prepared and subject to approval by City,
must be maintained by Contractor for the duration of the project, and must be removed by
Contractor during the final project clean up.
4.1.11
The number of signs required, the size, shape, installation requirements and information to
be included for construction signs is established on the detail sheet, provided, however,
signs must be a minimum of 4 foot by 8 foot and must be installed so that the bottom of
the sign is at least 4 foot above grade. No direct payment will be made for furnishing and
erecting construction signs. The cost thereof must be included in other items for which
direct payment is made. Sign locations will be determined by City.
4.1.12
All required construction signs must be installed by Contractor within 7 Days of Notice to
Proceed.
4.1.13
The Work to be accomplished under these Agreement Documents has been designed for
City by a Design Professional retained by City for this purpose. It is understood that normal
construction Administration for the purpose of interpretation of the Agreement Documents
is provided by City. Should any services of the Design Professional be required to assist in
the corrections of errors or omissions by Contractor, or services of the Design Professional
be required because of changes in structure or equipment where Contractor has requested
approval of substitute methods or material, or any other items detailed herein below, those
services will be provided by the Design Professional at the standard hourly rates previously
negotiated with City and must be paid for by the Contractor.
4.1.14
Contractor must reimburse City for costs incurred by the Design Professional for additional
services to the Project through no fault of City or the Design Professional including, but not
limited to, the following conditions:
a. Additional Site visits, investigations, inspections, design work or reports by
the Design Professional which are required due to damages to existing
facilities or completed Work caused by the Contractor in his performance,
Contractor’s negligence, or Contractor’s Work which is rejected as defective
or as failing to conform to the Agreement Documents;
b. Design Professional construction phase services rendered on the project
during the time the project remains incomplete after the Agreement date of
final completion will be charged to Contractor at a rate previously negotiated
City; and
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c. All retesting required due to the failure of Contractor’s Work to meet the
requirements of the Agreement Documents will be at Contractor’s expense.
All standby and travel time by the City’s testing lab, the Design Professional
or City due to Contractor’s inability to be prepared for testing at the agreed
upon time will be at the Contractor’s expense.
4.1.15
City may withhold from any payment otherwise due to Contractor any amounts necessary
to pay the Design Professional for such additional services as provided herein above.
4.1.16
Contractor will not be required to bear additional costs incurred by City due to errors by the
Design Professional.
4.2
CONTRACTOR’S PRE-AGREEMENT AND PRE-WORK DELIVERABLES
4.2.1
Prior to award of the Agreement, Contractor must execute Agreement and deliver to City.
Failure to do so may delay Agreement award. Contractor must also provide to City its
Contractor’s License classification and number and its Federal Tax I.D. number.
4.2.2
Before beginning any Work under the Agreement, Agreement must be fully executed by
City.
4.2.3
After Agreement award, City will issue to Contractor an award letter. At that time Contractor
must deliver to City such bonds and certificates of insurance with endorsements in such
amounts (and other evidence of insurance requested by City) required under Section 11 of
these General Conditions, and as the Agreement requires.
4.2.4
As evidence of Workmen’s Compensation Insurance, Contractor must, upon request,
provide a letter of certification from the Industrial Commission of Arizona that Contractor
is insured by the State Compensation Fund or is an authorized self-insurer or a certificate
of insurance issued by an insurance company authorized by the Insurance Department
of Arizona to write Workmen’s Compensation and Occupational Disease Insurance in the
State of Arizona.
4.2.5
Within 10 Days of the date of the executed Agreement letter issued by City, Contractor must
submit to City for review and acceptance the following items:
4.2.5.1
Comprehensive construction Project Schedule including a Critical Path Method (CPM)
diagram schedule as described in Section 6.2. Project Schedule must be in Microsoft Project
standard file format. Within 10 Days of receipt of City’s comments, Contractor must make
all required corrections, adjustments, and additions to complete the Project Schedule and
resubmit to City for review.
4.2.5.2
Preliminary schedule of submittals and Shop Drawings. Within 10 Days of receipt of City’s
comments, Contractor must submit the corrected and completed schedule of Shop
Drawings submissions for approval. Contractor’s schedule of Shop Drawings and sample
submittals will be acceptable to City if it provides a workable arrangement for reviewing and
processing the required submittals.
4.2.5.3
Schedule of Values in a form specified by City reflecting the subcontracts and other
categories that will be used to submit Pay Applications for the Work. The total amount of
the Schedule of Values must not be greater than the Agreement Price. The Schedule of
Values will be reviewed at the Pre-Construction Conference and revised by Contractor within
10 Days after Pre-Construction Conference in response to comments and questions from
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City.
Once accepted by City in writing, the Schedule of Values for the Project must not be
changed without the prior written approval of City.
4.2.6
Video Recording Requirement. Prior to performing any Work, Contractor must document
the existing conditions of the Site, all other areas where Work will occur and all adjacent
areas that may be impacted by the Work via digital video format. Contractor must video
record and index all areas, features, buildings and other public and private improvements
that could potentially be impacted by the Work. Video recording must be coordinated with
City. When video recording private property, Contractor must also coordinate the video
recording with the private property owner, if possible. Contractor must provide City with a
copy of said digital video format prior to performing any Work.
4.2.7
Aerial Drone Construction Photography.
4.2.7.1
If Agreement duration is greater than 90 calendar days, Contractor must engage a
professional unmanned aerial vehicle (UAV) aerial pilot to photograph the Site prior to
construction mobilization, at three-month intervals during construction, and following final
inspection. Drone camera specifications must meet the following minimum requirements:
a. 1-inch CMOS
b. Pixels: 20M
c. FOV 84 8.8 mm/24 mm (35 mm format equivalent) f/2.8-f/11 auto focus at 1 m-
d. For photographing: 16.9 Aspect Ratio: 5472x3078
e. For video shooting: MP4/MOV/H.264
f.
FHD: 1920x1080 120p @100Mbps
g. File format: High Definition (HD) JPEG for digital photos and HD MPEG 4 for
digital video.
h. All metadata to be recorded including GPS data and preserved with photographs
provided.

Interval
JPEG
3 month intervals
At an altitude (AGL) between
70-90 ft.
3 month intervals
Images to be taken every 50-
100 ft. to be determined based
on project scope.
4.2.7.2
Drone photos to be taken in sequential geographical order and then organized and provided in
the same manner unless otherwise specified.
4.2.7.3
Photos to be provided digitally via an online file share service and/or by a USB drive to contractor.
4.2.7.4
Drone pilots to obey ALL local (city, county, state) UAV regulations as well as FAA UAV
guidelines including, but not limited to, conducting all flights during daylight hours, not exceeding
maximum altitude ceilings (depending on area), not flying over people, yielding to other aircraft.
4.2.7.5
Drone pilots must fly drone within visual line of sight (VSOL) and have visual spotter when
needed. Drone pilots only to operate in favorable weather conditions when minimum visibility is
3 miles or greater.
4.2.7.6
Drone pilots to conduct a preflight checklist and visually inspect the entire flight path prior to flying
to ensure a safe flight.
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4.2.7.7
Airspace Authorizations. Operations in Class G airspace are allowed without air traffic control
(ATC) permission. Operations in Class B, C, D and E airspace need ATC authorization. Drone
pilots to schedule each flight in advance and based on airspace if required will notify nearby
airports/control towers, etc.
4.2.8
Government Approvals and Permits.
4.2.8.1
Contractor must obtain all necessary permits for the Work and pay all applicable fees,
unless otherwise noted on the Plans and in the Specifications. City permit fees will be paid
internally by City. For bidding purposes, an allowance for all permit fees is included in the
bid schedule under the item “allowance for permit fees.” The Contractor will be paid for
the actual cost of the permit fees upon submitting a receipt showing the fee Contractor
has paid. Excluded from the above allowance are items such as all costs incurred by the
Contractor in securing the permit except for the actual permit fee established by the
agency, cost for all shutdowns or outages, cost for pole bracing, cost of permits for
construction water, cost of construction water, cost for any additional insurance
requirements, cost for any licenses, and other similar type costs. Contractor is specifically
notified of the need to obtain the necessary environmental permits or file the necessary
environmental and regulatory permit notices.
4.2.8.2
Copies of all permits and the associated notices must be provided to City prior to starting
the permitted activity.
4.3
PRE-CONSTRUCTION CONFERENCE
4.3.1
Prior to the commencement of any Work, City will schedule a Pre-Construction Conference.
4.3.2
The purpose of this Conference is to establish a working relationship between Contractor,
the utility firms, and various City agencies. The agenda will include critical elements of the
Work schedule, submittal schedule, cost breakdown of major lump sum items, Payment
Requests and processing, coordination with the involved utility firms, and emergency
telephone numbers for all representatives involved in the course of construction.
4.3.3
Minimum attendance by Contractor at any mandatory meeting with City must be (1)
Contractor’s Representative, who is authorized to execute and sign documents on behalf
of the firm, (2) Contractor’s on-site Superintendent, and (3) Contractor’s Safety Office,
or other employee responsible for safety.
4.4
PERFORMANCE OF THE WORK (INCLUDING FIELD MEASUREMENTS,
SUBCONTRACTORS, AND SUPPLIERS)
4.4.1
Unless otherwise provided in the Agreement Documents to be the responsibility of City or a
separate Contractor, Contractor must provide through itself or Subcontractors the
necessary supervision, labor, inspection, testing, start-up, material, equipment, machinery,
temporary utilities and other temporary facilities to permit Contractor to complete the
Work consistent with the Agreement Documents.
4.4.2
Contractor must perform all construction activities efficiently and with the requisite
expertise, skill and competence to satisfy the requirements of the Agreement Documents.
Contractor must at all times exercise complete and exclusive control over the means,
methods, safety, sequences and techniques of construction.
4.4.3
Contractor’s Superintendent must be present at the Site at all times that material Work
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under this Agreement is taking place. Contractor’s Superintendent or designee must be
present at the Site at all times any other Work under this Agreement is taking place.
Superintendent must not be replaced without written notice to City. Whenever the
Superintendent is not present at a particular part of the Work where the City or Design
Professional may desire to inform the Contractor relative to interpretation of the Drawings
and Specifications or to disapproval or rejection of materials or Work performed, the City
or Design Professional may provide such information in writing to the foreman or other
worker in charge of the particular part of the Work in reference to which the information is
given. Information so given will be as binding as if given to the Superintendent.
4.4.4
All elements of the Work must be under the direct supervision of a foreman or his
designated representative on the Site who must have the authority to take actions required
to properly carry out that particular element of the Work.
4.4.5
Working Hours. Except in connection with the safety or protection of persons or the Work
or property at the Site or adjacent thereto, and except as otherwise indicated, all Work at
the Site must be performed during regular working hours, and Contractor will not permit
overtime work or the performance of Work on Saturday, Sunday or any legal holiday without
City’s written consent given after prior written notice to City. If it will become absolutely
necessary to perform Work at night or on Saturdays, Sundays or legal holidays, the City
must be informed at least 24 hours in advance of the beginning of performance of such
Work. Only such Work will be done at night as can be done satisfactorily as determined by
the City. Good lighting and all other necessary facilities for carrying out and inspecting the
Work must be provided and maintained at all points where such Work is being done.
Further, unless such non-normal work hours are performed at City’s request or required by
the Agreement Documents, Contractor must pay to City all additional costs incurred by City
by reason of such non-normal working hours. Expenses incurred by City for overtime
compensation must be reimbursed by Contractor as follows: (i) City staff at the rate set forth
in current City Fee Schedule as published on City website, (ii) Design Professional and staff
at the standard hourly rates previously negotiated with City, and (iii) all others at actual cost
plus ten percent administrative overhead. Such costs may be deducted by City from any
payments due to Contractor. Provided, however, if overtime work or work during other
than normal hours is at the request of City and not due to Contractor delay, City will pay the
cost of City overtime expenses.
4.4.6
Where the Agreement Documents require that a particular product be installed or applied
by an applicator approved by the manufacturer, it is Contractor’s responsibility to ensure
the Subcontractor employed for such work is approved by the manufacturer. All materials
and equipment must be stored, applied, installed, connected, erected, used, cleaned and
conditioned in accordance with the instructions of the applicable manufacturer, fabricator,
supplier or distributor, except as otherwise provided in the Agreement Documents; but no
provisions of any such instructions will be effective to impose on City of Design Professional
responsibility for the means, methods, techniques, sequences or procedures of
construction or for safety precautions incident thereto.
4.4.7
Before starting the Work, Contractor must carefully study and compare the various
Plans, Drawings, other Agreement Documents, and Specifications relative to that portion
of the Work, as well as the information furnished by City, must take field measurements of
any existing conditions related to that portion of the Work and must observe any conditions
at the Site affecting it. The exactness of grades, elevations, dimensions, or locations given
on any Drawings, or the Work installed by other contractors, is not guaranteed by City.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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4.4.8
Before ordering materials or doing Work, Contractor and each Subcontractor must verify
measurements at the Site and will be responsible for the correctness of such
measurements. No extra charge or compensation will be allowed because of differences
between actual dimensions and the dimensions indicated on the Agreement Documents,
including the Drawings.
4.4.9
Ground Level Construction Photography.
4.4.9.1
The Contractor must furnish progress photographs of the project. The photographer
selected by the Contractor must be approved by the City and must be either a commercial
photographer or an individual experienced and equipped for such photography.
4.4.9.2
The Contractor must deliver to City all photographs taken during that period with each
application for payment. If the current photographs do not accompany the application, the
application will not be reviewed and will be returned to the Contractor as incomplete.
4.4.9.3
Photographs must be identified by use of typewritten labels affixed to the back of the
photograph. The label must provide a description of the view, the direction from which the
photograph was taken, the name of the project, City’s project number, the name of
Contractor and the date of the photography. The stationing must also be included for all
pipeline installations.
4.4.9.4
Photographs must be taken during the construction period and must be of aesthetic
composition and depict the progress of the Work from the beginning of construction
through and including the finished product. City may vary the specified frequency so that
significant progress or changes can be recorded on the photographs.
4.4.10
Underground Facilities.
4.4.10.1
The existence and number of facilities as shown on the Plans are estimated from
information furnished by the particular utility. Contractor is responsible for field verification
and location of all utilities prior to the start of construction. No field work will be allowed to
start until Contractor has contacted Arizona 811 and all affected utilities have been located.
In addition, Contractor must expose and physically locate all potentially conflicting utilities
prior to construction. The actual locations of the utilities must be compared to locations
shown on the Plans and any required changes in alignment and grade must be made at the
time of construction in consultation with Project Manager. It is generally recognized and
Contractor should anticipate that information from Arizona 811 or information from utility
companies during project design, frequently fails to disclose all underground facilities. The
fact that more utility lines or other underground facilities are located in the Project Site than
shown on the Project Plans does not constitute an “unforeseen Condition” and such
undisclosed underground facilities do not differ materially from the conditions which
Contractor should expect. The provisions of Sections 105.4, 105.6, 107.11 and 109.8.1 of the
MAG Uniform Standard Specifications for Public Works Construction apply and are
incorporated herein by this reference.
4.4.10.2
Contractor is responsible for all coordination with utility companies. The provisions of
Sections 105.4, 105.6, 107.11 and 109.8.1 of the MAG Uniform Standard Specifications for
Public Works Construction strictly apply and no additional compensation will be paid to
Contractor for delays due to utility work on the project.
4.4.11
Relocation of Existing Water Meters. When a service line has been extended and a line
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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setter installed in a meter box, City forces will re-install meter. No compression fittings will
be utilized.
4.4.12
Water Turn-On or Turn-Off.
4.4.12.1
Contractor must coordinate all water line turn-ons and turn-offs through the City.
Application must be made to the Municipal Utility Division and Contractor must pay the
established charges. The City will close existing valves, but will not guarantee a bone-dry
Shutdown.
4.4.12.2
Contractor must notify all customers affected by the turn-off not less than 48 hours in
advance. Notification must be in writing, must give the reason for the turn-off and must
give the estimated time and duration that water service will be interrupted. Contractor is
also notified that water turn-off will not be permitted on the Day before and after
Thanksgiving Day and Christmas Day.
4.4.12.3
No direct payment will be made to Contractor for turn-ons or turn-offs. Costs associated
therewith will be included in other items for which direct payment is made.
4.4.13
Tests and Inspections.
4.4.13.1
Contractor must give City timely (at a minimum, twenty-four hours) notice of readiness of
the Work for all required inspections, tests or approvals. Contractor must give timely notice
to City in advance of backfilling or otherwise covering any part of the Work so that city
representative may, if desired, observe such part of the Work before it is concealed.
Whenever Contractor varies the normal period during which Work or any portion of it is
carried on each Day, Contractor must give timely notice to City so that city representative
may, if desired, be present to observe the Work in progress. If Contractor fails to give such
timely notice, any Work done in the absence of city representative will be subject to
rejection. If Contractor gives such notice to City, but then is not ready for such inspections,
tests, approvals or observations at the time so noticed, Contractor must reimburse City for
all costs incurred by the attendance of city representatives.
4.4.13.2
If any law, ordinance, rule, regulation, code, or orders of any public body having jurisdiction
requires any Work (or part thereof) to be inspected, tested or approved, Contractor (unless
another party is specified in the Agreement Documents) must assume full responsibility
therefor, pay all costs in connection therewith and furnish City the required certificates of
inspection, testing, or approval. Contractor must also be responsible for and must pay all
costs in connection with any inspection or testing required by the Specifications in
connection with City's acceptance of a manufacturer, fabricator, supplier or distributor of
materials or equipment proposed to be incorporated in the Work, or of materials or
equipment submitted for approval prior to Contractor's purchase thereof for incorporation
in the Work. The cost of all other inspections, tests and approvals required by the
Agreement Documents will be paid by City (unless otherwise specified).
4.4.13.3
All inspections, tests or approvals other than those required by law, ordinance, rule,
regulation, code or order of any public body having jurisdiction must be performed by
organizations acceptable to City and by the Design Professional if so specified.
4.4.13.4
Neither observations by City, the Design Professional nor inspections, tests or approvals by
others will relieve Contractor from their obligations to perform the Work in accordance with
the Agreement Documents.
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4.4.14
Uncovering Work. If any Work that is to be observed, inspected, tested or approved is
covered without written concurrence of City, it must, if requested by City be uncovered for
observation. Unless Contractor has given City timely notice of Contractor's intention to
cover such Work and City has not acted with reasonable promptness in response to such
notice, Contractor must furnish all necessary labor, material and bear all the expenses of
such uncovering, exposure, observation, inspection and testing and of satisfactory
reconstruction, including compensation for additional professional services, and an
appropriate deductive Change Order will be issued.
4.4.15
In all cases of interconnection of its Work with existing or other Work, Contractor must verify
at the Site all dimensions relating to such existing or other Work. Any errors due to
Contractor’s failure to so verify all such grades, elevations, locations or dimensions must
be promptly rectified by Contractor without any increase in the Agreement Price. Any
design errors or omissions noted by
Contractor during this review must be reported
promptly to City.
4.4.16
Contractor must establish and maintain all construction grades, lines, levels, and
benchmarks, and will be responsible for accuracy and protection of same. This Work
must be performed or supervised by a licensed civil engineer or surveyor in the State of
Arizona.
4.4.17
Contractor must photograph all buried piping of greater than four (4) inches in diameter
prior to backfill.
4.4.18
Contractor is responsible for the proper performance of the work of Subcontractors and any
acts and omissions in connection with such performance. Nothing in the Agreement
Documents is intended or deemed to create any legal or contractual relationship
between City and any Subcontractor or Sub-Subcontractor, including but not limited to any
third-party beneficiary rights.
4.4.19
Contractor must coordinate the activities of all Subcontractors. Contractor must
coordinate performance of the Work with City’s Public Works & Utilities Department and
other departments or agencies within City. The Design Professional and other contractors
or parties involved in the Project. If City performs other work on the Project or at the Site with
separate contractors under City’s control, Contractor agrees to cooperate and coordinate
its activities with those of such separate contractors so that the Project can be completed
in an orderly and coordinated manner without unreasonable disruption.
4.4.20
Contractor will not substitute or change any Subcontractor or Supplier without the prior
written approval of City. Any substitute or replacement Subcontractor or Supplier must
be required to meet the same qualifications and selection criteria and process as the
original Subcontractor or Supplier. If a Subcontract/Supplier selection plan has been
approved by City, Contractor will follow that plan unless otherwise approved by City in
writing.
4.4.21
Contractor must not change or replace any members of its Project team, including
Contractor’s Representative, Project Manager, or Superintendent, without an explanation for
the change being given to City, and receiving prior written approval of the change from City,
which approval will not be unreasonably withheld.
4.4.22
Subcontractors whose scope of work has a value greater than 15% of the total Agreement
Price are required to furnish performance and payment bonds to Contractor, unless
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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otherwise approved in writing by City.
4.4.23
Contractor must comply with MAG Specification § 108.2 (E) unless otherwise specified in
Agreement Documents.
4.5
CONTROL OF THE PROJECT SITE
4.5.1
Throughout all phases of construction, including suspension of Work, Contractor must keep
the Site reasonably free from debris, trash and construction wastes to permit Contractor to
perform its construction services efficiently, safely and without interfering with the use of
adjacent land areas.
Prior to Final Acceptance of the Work, or a portion of the Work,
Contractor must remove all debris, trash, construction wastes, materials, equipment,
machinery and tools arising from the Work or applicable portions thereof to permit City
to occupy the Project or a portion of the Project for its intended use.
4.5.2
Contractor must take whatever steps, procedures or means necessary to prevent dust
nuisance due to construction operations. The dust control measures must be maintained
at all times to the satisfaction of City and in accordance with the requirements of the
Maricopa County Bureau of Air Pollution Control Rules and Regulations.
4.5.3
Contractor must maintain Americans with Disabilities Act (ADA) and American National
Standards
Institute (ANSI) accessibility requirements during construction activities,
including
without
limitation compliance with the 2010 regulations governing
implementation of the ADA to the extent applicable.
ADA and ANSI accessibility
requirements must include, but not be limited to, parking, building access, areas of refuge,
and emergency exit paths of travel. Contractor i s responsible for the coordination of all
Work to minimize disruption to residents and the public.
4.5.4
Only materials and equipment used directly in the Work will be brought to and stored on the
Site by Contractor. When equipment is no longer required for Work, it must be removed
promptly from the Site. Protection of construction materials and equipment stored at the
Site from weather, theft, damage and all other adversity is solely the responsibility of the
Contractor.
4.5.5
Contractor agrees all persons working on the Site must act at all times in the best interest
of the Project and will comply with all applicable rules and regulations reasonably set forth
by City related to the Site. Notwithstanding the foregoing or anything in this Agreement to
the contrary, City may remove from the Site any individual who City deems in their
reasonable discretion to be creating a disturbance or causing any problem on the Site.
4.5.6
Contractor will be responsible to City for the acts and omissions of Contractor’s employees,
Subcontractors and their agents and employees, and any other person performing any of
the Work under an Agreement with Contractor, or claiming by, through or under Contractor,
for all damages, losses, costs and expenses resulting from such acts or omissions.
4.5.7
City may conduct criminal, drive history, and all other requested background checks of
Contractor and Subcontractor personnel performing Work or who have access to City’s
information, data, or facilities in accordance with City’s current background check policies,
or the provisions of the Project Specific Conditions. Any officer, employee or agent that
fails to background check must be replaced immediately.
4.5.8
City will have a final authority, based upon security reasons: (i) to determine when
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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security clearance of Contractor’s and Subcontractor’s personnel is required; (ii) to determine
the nature of the security clearance, up to and including fingerprinting personnel; and
(iii) to determine whether or not any individual or entity may provide Services or perform
Work under the Agreement.
4.5.9
If City objects to any personnel for any reasonable cause, then Contractor must, upon notice
from City, remove such individual from the Project.
4.6
PROJECT SAFETY
4.6.1
The Project and all Work performed in relation thereto is governed by applicable provisions
of the federal laws, including but not limited to, the latest amendments of the following:
a. Williams-Steiger Occupational Safety & Health Act of 1970, Public Law, 91-596.
b. Part 1910 and Part 1926 – Occupational Safety and Health Standards,
Chapter XVII of Title 29, Code of Federal Regulations.
c. Part 1518 – Safety and Health Regulations for Construction, Chapter XIII of
Title 29, Code of Federal Regulations.
4.6.2
Contractor is responsible for safety of the job Site for employees of Contractor as well
as for members of the general public and others who may drive or walk through or be at
the Site.
4.6.3
Contractor recognizes the importance of performing the Work in a safe manner so as to
prevent damage, injury or loss to: (i) all individuals at the Site, whether working or visiting;
(ii) the Work, including materials and equipment incorporated into the Work and stored On-
Site or Off-Site; and (iii) all other property at the Site or adjacent thereto, including trees,
shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for
removal, relocation or replacement in the course of construction; and (iv) the owners or
tenants of adjacent property and their patrons, employees and invitees.
4.6.4
Contractor assumes responsibility for implementing and monitoring all safety precautions
and programs related to the performance of the Work.
4.6.5
Contractor must provide a “competent person’ as required by O.S.H.A regulations. The
“competent person” must be identified at the Pre-Construction Conference with City
advised in writing of any changes.
4.6.6
The “competent person” must make routine daily inspections of the Site and must hold
weekly safety meetings with Contractor’s personnel, Subcontractors and others as
applicable.
4.6.7
Contractor and Subcontractors must comply with all legal and regulatory requirements
relating to safety, as well as any City specific safety requirements set forth in the Agreement
Documents, provided that such City-specific requirements do not violate any applicable
legal and regulatory requirements.
4.6.8
Contractor will immediately report in writing any safety-related injury, loss, damage or
accident arising from the Work to Project Manager and, to the extent mandated by Legal
Requirements, to all government or quasi-government authorities having jurisdiction over
safety-related matters involving the Project or the Work.
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4.6.9
Contractor’s responsibility for safety under this Section is not intended in any way to
relieve Subcontractors and Sub-Subcontractors of their own contractual and legal
obligations and responsibility for (i) complying with all Legal Requirements, including those
related to health and safety matters, and (ii) taking all necessary measures to implement
and monitor all safety precautions and programs to guard against injury, losses, damages
or accidents resulting from their performance of the Work.
4.6.10
As between City and Contractor, Contractor is responsible to City for any and all the safety
issues relating to the Work on the Project. Contractor must administer and manage the
safety program. This will include, but not necessarily be limited to review of the safety
programs of each Subcontractor. Contractor must monitor the establishment and
execution of compliance with all applicable regulatory and advisory agency construction
safety standards. Contractor’s responsibility for review, monitoring, and coordination of the
Subcontractor’s safety programs will not extend to direct control over execution of the
Subcontractors’ safety programs. Notwithstanding Contractor’s safety obligations to City,
it is agreed and understood that each individual Subcontractor will remain controlling
employer responsible for the safety programs and precautions applicable to its own work
and the activities of other’s work in areas designated to be controlled by such Subcontractor
for purposes of workers compensation insurance coverage.
4.6.11
Nothing in this agreement will relieve Contractor of his responsibility to maintain traffic,
structures, etc., as noted on the Plans, Specifications, and Project Specific Conditions.
Contractor is responsible to provide all necessary shoring, bracing and trench support as
is necessary to maintain traffic structures, etc., as stipulated in the Plans, Specifications, and
Special Provisions. If the stability of adjoining building, walls, roadways, etc., is endangered
by Contractor’s excavation, shoring, bracing, or under pinning must be provided as
necessary to ensure project safety. Cost for shoring, bracing, underpinnings, and trench
support will be included in the appropriate items listed in the Agreement Price, and no
additional payment will be made for this work.
4.7
MATERIALS QUALITY, SUBSTITUTIONS, AND SHOP DRAWINGS
4.7.1
Quality Control and Quality Assurance Testing.
4.7.1.1
All construction materials to be used or incorporated in the Project are subject to
inspection, Quality Control & Quality Assurance Testing, and approval or rejection by City.
Any material rejected by City must be removed immediately and replaced in an acceptable
manner to City at no additional cost to City. When QC/QA tests indicate noncompliance
with the Agreement Documents, retesting must be performed by the same testing
laboratory that performed the tests that indicated noncompliance.
4.7.1.2
The Contractor must establish, provide, and maintain an effective Quality Control Testing
Program (QCTP). The Contractor must develop his own program or procure the services of
a consultant. In either case, the party performing the tests must be currently certified by the
National Bureau of Standards in the National Voluntary Laboratory Accreditation Program
(NVLAP) for construction
services or the AASHTO Accreditation Plan (AAP) for Soils,
Asphalt and Concrete. The Contractor must provide all support necessary to perform QC
and QA testing and sampling (i.e. shoring for testing trench backfill, backhoes, motor
graders, loaders, etc. to facilitate testing and sampling). The City will perform the QA testing.
4.7.1.3
The Contractor must submit a written QCTP to the City as a required submittal. The
Contractor must not begin Work until the Quality Control Program has been reviewed and
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accepted by the City. Resumes of all personnel that will be associated directly or indirectly
with the QCTP must be included.
4.7.1.4
The QCTP must include, but not be limited to, on-site/field and laboratory testing of all
material delivered to the Site and any existing materials or conditions pertinent to the
project.
4.7.1.5
All testing must be under the direction of a Professional Engineer registered in the State of
Arizona, knowledgeable in Materials Testing. All “Test Report” forms must be stamped by
said Engineer.
4.7.1.6
The written QCTP will set forth the responsibilities of the engineer, project manager,
supervisory personnel and each technician assigned to this project. Substitutions or
replacement of personnel must require prior written approval by the City. All personnel must
be proficient within their assigned duties and possess certification(s) commensurate with
their position and responsibilities. The minimum certification(s) for each technician must
be NICET Level II, Arizona Technical Testing Institute, American Concrete Institute, or other
nationally recognized program applicable to the project and approved by the City of
Chandler. The written QCTP must include a description of the required field and
construction materials laboratory tests, including required frequencies that meet the
minimums established herein.
4.7.1.7
The Contractor must establish a system to record and report all material test results. The
daily test reports must include, but not be limited to:
a. Test designation;
b. Date of test;
c. Name of tester;
d. Location of test/sample (station and offset);
e. Product suppliers and product codes (as applicable);
f.
Depth/elevation of test/sample;
g. Test result;
h. Control requirement(s);
i.
Cause of rejection (if applicable);
j.
Results of retests (if applicable); and
k. Remedial action (if applicable).
4.7.1.8
The Contractor must submit test results to the designated City representative.
4.7.1.9
The Contractor must also submit a weekly report to the City summarizing the testing
and construction activities completed by emailing the report to the email addresses noted
above. All weekly reports must be submitted simultaneously to the Contractor and the
City of Chandler. The report must include individual summary sheets for each utility line,
structure, and portion of the pavement section. Cores must be numbered sequentially
throughout the Project. Re-cores must reference the original core by number and must
contain the averaged values for thickness and density. Total pavement thickness must be
reported. Vertical location of tests for underground utilities must indicate the depth of the
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excavation at the location of the test (i.e., cut to flow line [if applicable], depth to bottom
or top of pipe, etc.). Density tests must be numbered sequentially. If the minimum number
of tests has not been performed per the written QCTP, this must be stated in the weekly
summary report with an explanation of the circumstances.
4.7.1.10
The City will maintain a copy of the Project test results and weekly reports in the Project
file. In cases where quality control activities do not comply with the Agreement provisions,
the City may:
a. Order the Contractor to replace ineffective or unqualified quality control
personnel.
b. Order the Contractor to stop operations until appropriate corrective action is
taken.
4.7.1.11
Although minimum testing requirements are specified herein, the Contractor bears full
responsibility for the quality of the materials and their installation and may elect to
perform additional testing beyond the requirements set forth herein to ensure compliance.
4.7.1.12
The Quality Control requirements contained in this Section are in addition to and separate
from Quality Assurance Testing, which will be performed by the City of Chandler or its
representative. If the Quality Assurance test results are not in agreement with the Quality
Control test results, the Contractor will have the option to retain a third party consultant for
referee tests. The third party consultant must meet the same requirements as the
consultant performing the Quality Control Testing. The results of the third party will be
binding. All cost incurred by the referee testing will be the Contractor’s expense. If the
Contractor elects not to retain a third party for referee testing, the City of Chandler test
results will prevail.
4.7.1.13
Except as otherwise noted within this Section, Work or materials required by this Section are
non- pay items. Per MAG Section 101, a non-pay item is an item of Work for which no
separate payment will be made, the cost of which is to be included as an incidental cost
for associated item(s) included on the Bid Schedule or Schedule of Values.
4.7.2
Trade Names and Substitutions.
4.7.2.1
Substitutions prior to bid will only be considered if in compliance with Arizona Revised
Statute § 34-104.
4.7.2.2
Contractor, if requested by City, must submit Samples or any additional information that
may be necessary to evaluate the acceptability of the substitution.
4.7.2.3
City will make the final decision and will notify Contractor in writing as to whether the
substitution has been accepted or rejected.
4.7.2.4
If City does not respond within 15 working days, Contractor must continue to perform the
Work in accordance with the Agreement Documents and the substitution will be considered
rejected.
4.7.3
Shop Drawings.
4.7.3.1
Contractor must prepare and submit Shop Drawings which show details of all Work to insure
proper installation of the Work using those materials and equipment specified under the
approved Plans and Specifications.
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4.7.3.2
Contractor must submit a schedule of Shop Drawing submissions, which avoids bulk
submissions to the extent reasonably possible, with the Project Schedule for City approval.
The schedule of Shop Drawing submissions must include all of the items for which Shop
Drawings are required by the Agreement Documents, including the Specifications. Unless
otherwise noted, Shop Drawings will not be required for items specified or detailed in
the Uniform Standard Specifications and Details or the Technical Specifications.
4.7.3.3
Shop Drawings must be numbered consecutively for each Specification section and must
accurately and distinctly present the following:
a. All working and erection dimensions.
b. Arrangements and sectional views.
c. Necessary details, including complete information for making connections
between work under this Agreement and work under other Agreements.
d. Kinds of materials and finishes.
e. Parts list and description thereof.
4.7.3.4
Each Drawing or page must include:
a. Project Name, City of Chandler Project Number and descriptions.
b. Submittal date and space for revision dates.
c. Identification of equipment, product or material.
d. Name of Contractor and Subcontractor.
e. Name of Supplier and Manufacturer.
f.
Relation to adjacent structure of material.
g. Physical dimensions clearly identified.
h. ASTM and Federal Specifications references.
i.
Identification of and justification for deviations from the Agreement
Documents.
j.
Contractor’s stamp, initialed or signed, dated and certifying the review
of submittal, certification of field measurements and compliance with
Agreement.
k. Location at which the equipment or materials are to be installed.
4.7.3.5
Location will mean both physical location and location relative to other connected or
attached material. City will return unchecked any submittal, which does not contain
complete data on the Work and full information on related matters.
4.7.3.6
Stock or standard drawings will not be accepted for review unless full identification and
supplementary information is shown thereon in ink or typewritten form.
4.7.3.7
Contractor must schedule, prepare and submit all Shop Drawings in accordance with a time-
table
that will allow its suppliers and manufacturers sufficient time to fabricate,
manufacture, inspect, test and deliver their respective products to the project Site in a
timely manner so as to not delay the complete performance of the Work.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

General Conditions

Revised: 7/20/22

GC-23 of 75

4.7.3.8
If the Shop Drawings show departures from the Agreement requirements, Contractor
must make specific mention thereof in the Letter of Transmittal; otherwise review of such
submittals by City will not constitute review of the departure. Review of the Drawings will
constitute review of the specific subject matter for which the Drawings were submitted
and not of any other structure, material, equipment, or apparatus shown on the Drawings.
4.7.3.9
The review of Shop Drawings will be general and will not relieve Contractor of responsibility
for the accuracy of such Drawings, nor for the proper fitting and construction of the Work,
nor for the furnishing of materials or Work required by the Agreement. No construction
called for by Shop Drawings will be initiated until such Drawings have been reviewed and
approved by City.
4.7.3.10
The procedure in seeking review of the Shop Drawings will be as follows:
a. Contractor must submit complete sets of Shop Drawings and other
descriptive data as specified in this Section.
b. After Contractor’s submittal or resubmittal of Shop Drawings, if Contractor
has submitted Shop Drawings in accordance with the City-approved
submittal schedule, or upon resubmission, City will be provided with three
(3) calendar weeks for review. Should City require additional review time
above and beyond the three (3) calendar weeks, Contractor may ask for a
time extension or monetary compensation, if they can present valid, factual
evidence that actual damages were incurred by Contractor. City will
determine
the amount of the time extension or the monetary
compensation to be awarded Contractor, if any, in accordance with City’s
Policy Statement for Calculating Delays and Damages, Appendix 1.
4.7.3.11
Contractor will be responsible for all extra costs incurred by City caused by Contractor’s
failure to comply with the procedure outline above.
4.7.4
Long Lead Time Items. Contractor must submit Shop Drawings, as required by the Engineer,
on all long lead items to be furnished and installed as part of the project within 10 Days
after the date of the executed Agreement letter issued by City. In addition,
Contractor must order all long lead items to be furnished and installed as part of this
Project within 3 Days after receiving approved Shop Drawings. For all long lead times for
which Shop Drawings are not required, Contractor must order said long lead items within
15 Days after the date of the executed Agreement letter issued by City. Within 2 Days
after ordering long lead items, Contractor must supply copies of all purchase orders,
along with an accurate delivery schedule from the supplier.
4.7.5
Construction Water. If Contractor uses water from City’s water system for construction
water, Contractor must obtain a fire hydrant meter from City of Chandler Utility Services
(480-782-2280) and all construction water must be obtained through the hydrant meter.
Contractor must pay all fees related to the hydrant meter and all water bills for construction
water. All cost for meters and construction water will be included in the Agreement Price.
4.8
PROJECT RECORD DOCUMENTS
4.8.1
During the construction period, Contractor must maintain at the jobsite a full-size set of
prints of the Construction Document Drawings and Shop Drawings for Project Record
Document purposes.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

General Conditions

Revised: 7/20/22

GC-24 of 75

4.8.2
Contractor must mark these Drawings to indicate the actual installation where the installation
varies from the original Construction Documents. Contractor must give particular attention
to information on elements that will be concealed, which would be difficult to identify or
measure and record later. Items required to be marked include but are not limited to:
a. Dimensional changes to the Drawings.
b. Revisions to details shown on Drawings.
c. Locations and depths of underground utilities.
d. Revisions to routing of piping and conduits.
e. Actual equipment locations.
f.
Changes made by Change Order or Addendum.
g. Details not on original Agreement Drawings.
4.8.3
Contractor must mark completely and accurately Project Record Drawing sets of
Construction Documents.
4.8.4
Contractor must mark Project Record Drawings sets with red erasable colored pencil.
4.8.5
Contractor must note Request for Information (RFI) Numbers and Change Order numbers,
etc., as required to identify the source of the change to the Construction Documents.
4.8.6
Contractor must submit Project Record Drawing sets and Shop Drawings to City or its
representative for review and comment.
4.8.7
Upon receipt of the reviewed Project Record Drawings from City, Contractor must correct
any deficiencies and omissions to the Drawings and submit the final original of the Project
Record Drawings to City prior to Final Payment.
4.8.8
Project Manager will review the Project Record Drawings monthly prior to the date
established for the Payment Request and will be the sole judge of acceptance of these
Drawings.
4.9
WARRANTY AND CORRECTION OF DEFECTIVE WORK
4.9.1
Contractor warrants to City that the construction, including all materials and equipment
furnished as part of the Work, will be new unless otherwise specified in the Agreement
Documents, of good quality, and free of defects in materials and workmanship. Contractor’s
warranty obligation excludes defects caused by abuse, alterations, or unreasonable failure
to maintain the construction by persons other than Contractor, subcontractors, or others
under Contractor’s control. Nothing in this warranty will limit any manufacturer’s warranty
which provides City with greater warranty rights than set forth herein or in the Agreement.
Contractor will provide City with all manufacturers’ warranties and operation and
maintenance manuals upon substantial completion of the Work. Contractor’s warranty
must be for one (1) year, in accordance with MAG Specification § 108.8, and will commence
for all portions of the Work upon Final Acceptance of the entire Work as determined by City
under the Agreement. All statutory or other warranties, express or implied, related to latent
defects will remain in force and are not limited by this provision.
4.9.2
City May Stop the Work. If the Work is defective, or Contractor fails to supply sufficient
skilled workmen or suitable materials or equipment, City may order Contractor to stop the
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

General Conditions

Revised: 7/20/22

GC-25 of 75

Work without cost to City, or any portion thereof, until the cause for such order has been
eliminated; however, this right of City to stop the Work will not give rise to any duty on the
part of City to exercise this right for the benefit of Contractor or any other party.
4.9.3
Correction or Removal of Defective Work.
4.9.3.1
If required by City, Contractor must promptly, without cost to City and as specified by City,
either correct any defective Work, whether or not fabricated, installed or completed, or, if
the Work has been rejected by City, remove it from the Site and replace it with non-defective
Work. Contractor must correct any Work which may be displaced in correcting, removing or
replacing defective Work. No compensation will be allowed Contractor for such removal,
replacement or remedial Work. Contractor must reimburse City for costs incurred by City
due to such correction or removal including but not limited to additional expenses for
inspection, testing or observation and for repeated reviews by the City or Design
Professional.
4.9.3.2
Upon failure on the part of the Contractor to comply within a reasonably prompt time with
any written order of City to correct or remove defective Work, City has authority to cause
nonconforming materials or rejected Work to be remedied, removed, or replaced at the
Contractor's expense and to deduct the costs from any moneys due or to become due the
Contractor.
4.9.4
City May Correct Defective Work. If Contractor fails within a reasonable time after written
notice of City to proceed to correct defective Work or to remove and replace rejected Work
as required by City or if Contractor fails to perform the Work in accordance with the
Agreement Documents (including any requirements of the progress schedule), City may,
after 7 Days' written notice to Contractor, correct and remedy any such deficiency. To the
extent necessary to complete corrective and remedial action, City may exclude Contractor
from all or part of the Work, and suspend Contractor's services related thereto, take
possession of Contractor's tools, appliances, construction equipment and machinery at the
Site and incorporate in the Work all materials and equipment stored at the Site or for which
City has paid Contractor, but which are stored elsewhere. Contractor must allow City, city
representatives, agents and employees such access to the Site as may be necessary to
enable City to exercise City’s rights under this Section. All direct and indirect costs of City in
exercising such rights will be charged against Contractor in an amount verified by City
representative, and a Change Order will be issued incorporating the necessary revisions in
the Agreement Documents and a reduction in the Agreement Price. Such direct and indirect
costs will include, in particular but without limitation, compensation for additional
professional services required and all costs of repair and replacement of Work or others
destroyed or damaged by correction, removal or replacement of Contractor's defective
Work. Contractor will not be allowed an extension of the Agreement Time because of any
delay in Contractor’s performance of the Work attributable to the exercise by City or City's
rights hereunder.
4.9.5
Correction or Removal of Unauthorized Work.
4.9.5.1
Any Work done beyond the lines and grades shown on the Drawings or established by the
Design Professional or any changes in, additions to, or deductions from the Work done
without written authority will be considered as unauthorized and will not be paid for. Work
so done may be ordered remedied, removed, or replaced at the Contractor's expense.
4.9.5.2
Upon failure on the part of the Contractor to comply promptly with any order of the City,
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

General Conditions

Revised: 7/20/22

GC-26 of 75

City will have authority to cause unauthorized Work to be remedied, removed, or replaced
at the Contractor's expense and to deduct the costs from any moneys due or to become
due the Contractor.
4.9.6
Correction Period - One Year Guarantee.
4.9.6.1
If, within one year after the date of Final Acceptance, or such longer period of time as may
be prescribed by law or by the terms of any applicable special guarantee required by the
Agreement Documents, or by any specific provision of the Agreement Documents, any Work
is found to be defective, Contractor must promptly, without cost to City and in accordance
with City's written instructions, either correct such defective Work, or, if it has been rejected
by City, remove it from the Site and replace it with non-defective Work. If Contractor does
not promptly comply with the terms of such instructions, or in an emergency where delay
would cause serious risk of loss or damage, City may have the defective Work corrected or
the rejected Work removed and replaced, and all direct and indirect costs of such removal
and replacement, including compensation for additional professional services, must be paid
by Contractor. Such action by the City will not relieve the Contractor of the guarantees
required by this Section or elsewhere in the Agreement Documents.
4.9.6.2
If, in the opinion of the City, defective Work creates a dangerous condition or requires
immediate correction or attention to prevent further loss to the City or to prevent
interruption of operation of the City, the City will attempt to give the notice required by this
Section. If the Contractor cannot be contacted or does not comply with the City's request
for correction within a reasonable time as determined by the City, the City may,
notwithstanding the provisions of this Section, proceed to make such correction or provide
such attention; and the costs of such correction or attention will be charged against the
Contractor. Such action by the City will not relieve the Contractor of the guarantees
required by this Section or elsewhere in the Agreement Documents.
4.9.6.3
This Section does not in any way limit the guarantee on any items for which a longer
guarantee is specified or on any items for which a manufacturer or supplier gives a
guarantee for a longer period. The Contractor agrees to act as co-guarantor with such
manufacturer or supplier and must furnish the City all appropriate guarantee or warranty
certificates upon completion of the Project. No guarantee period, whether provided for in
this Section or elsewhere, will in any way limit the liability of Contractor or their sureties or
insurers under the indemnity or insurance provisions of these General Conditions and the
Project Specific Special Conditions.
4.9.7
Acceptance of Defective Work.
4.9.7.1
If, instead of requiring correction or removal and replacement of defective Work, City may
accept Work when in the best interest of the City to do so with appropriate monetary credit
from Contractor. If any such acceptance occurs prior to final payment, a Change Order will
be issued incorporating the necessary revisions in the Agreement Documents, including
appropriate reduction in the Agreement Price; or, if the acceptance occurs after final
payment, an appropriate amount must be paid by Contractor to City.
4.9.7.2
Alternatively, City may require Contractor to furnish at Contractor's expense, a special
performance guarantee or other surety prior to acceptance of defective work.
4.9.8
The Warranty period begins on the Final Acceptance date noted in the Certificate of
Completion, irrespective of early completion by some Subcontractors of their work.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

General Conditions

Revised: 7/20/22

GC-27 of 75

4.9.9
Contractor’s warranty obligation must be in accordance with MAG Specifications.
4.9.10
Nothing in the warranties contained in the Agreement Documents are intended to limit any
manufacturer’s warranty which provides City with greater warranty rights than set forth
in this Section or the Agreement Documents. Contractor must provide City with all
manufacturers’ warranties
prior to Substantial Completion, if applicable, or Final
Acceptance.
4.9.11
Contractor agrees that it will be responsible to manage and administer the correction of any
Work that is not in conformance with the Agreement Documents during the warranty
periods set forth in this Section, or during any longer periods to the extent required by the
Agreement Documents. A progress payment, or partial or entire use or occupancy of the
Project by City, will not constitute acceptance of Work not in accordance with the Agreement
Documents.
4.9.12
When notified of a warranty issue, Contractor must respond in writing within 48-hours and
must perform warranty Work as soon as material for said repairs are available (as judged
solely by City), and in any event Contractor must, take immediate steps to commence and
complete correction of nonconforming Work no later than the time period set forth in
City’s written notification in accordance with the Agreement Documents. This includes the
correction, removal or replacement of the nonconforming Work and any damage caused
to other parts of the Work affected by the nonconforming Work. If defects develop which
are determined by City to be an emergency, City will notify Contractor, via the most
expeditious means regarding the nature and condition of the defects. In turn, Contractor
must immediately dispatch necessary forces to correct the defect or the emergency
condition in accordance with Agreement Documents.
4.9.13
The time periods referenced in this Section apply only to Contractor’s obligation to
correct nonconforming Work and is not intended to constitute a period of limitations for any
other rights or remedies that City may have regarding Contractor’s other obligations under
the Agreement Documents.
4.9.14
Without limiting the foregoing or anything in these General Conditions or the Agreement
to the contrary, Contractor must obtain and provide to City all warranties for any portion
of the Project offered by the manufacturer, installer or provider thereof. City and the user
of the facility will have the right to the full value and benefit of all such warranties.
Contractor must ensure all such warranties are fully transferrable to facilitate the full value
of this Section.
4.9.15
Contractor’s warranty excludes damages or defects caused by abuse, alterations to the Work
not executed by or through Contractor, improper or insufficient maintenance, improper
operation, or normal wear and tear and normal usage.
4.9.16
In the event of any noncompliance with this entire Section 4, City may require Contractor to
stop or suspend the Work in whole or in part.

SECTION 5 - CITY RESPONSIBILITIES
5.1
CITY PROJECT MANAGER AND INSPECTORS
5.1.1
Project Manager is responsible for providing City-supplied information and approvals in a
timely manner to assist Contractor to fulfill its obligations under the Agreement Documents.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

General Conditions

Revised: 7/20/22

GC-28 of 75

5.1.2
Project Manager will also provide Contractor with prompt notice when it observes any
failure on the part of Contractor to fulfill its contractual obligations, including any default
or defect in the Project or non-conformance with the Drawings and Specifications.
5.1.3
City may utilize Field Inspectors to assist Project Manager during construction in
observing performance of Contractor. City’s use of Inspectors is for the purpose of assisting
Project Manager.
5.1.4
The Inspectors are authorized to inspect all Work and materials furnished. Such inspections
may extend to all or part of the Work and to preparation, fabrication or manufacture of the
materials to be used. The Inspectors have the authority to issue instructions contrary to
the Construction Documents if approved and coordinated with the directions of Project
Manager.
5.1.5
The Inspectors have the authority to reject work or materials until any questions at issue can
be decided by Project Manager.
5.1.6
The use of Inspectors by City will not make City responsible for or give City control
over construction means, methods, techniques, sequences or procedures or for safety
precautions or programs or responsibility for Contractor’s failure to perform the Work in
accordance with Agreement Documents. The Inspectors are not authorized to direct any of
Contractor’s activities, employees or Subcontractors.
5.2
DESIGN PROFESSIONAL SERVICES
City may contract separately with one or more Design Professionals to provide
construction administration of the Project. The Design Professional’s Agreement, as well as
other firms hired by City may be furnished to Contractor. Contractor does not have the right
to limit or restrict or reject any Agreement modifications that are mutually acceptable to City
and Design Professional.
5.3
CIT Y ’S SEP AR AT E CONT R ACT ORS
City is responsible for all work performed on the Project or at the Site by separate
contractors retained by City. City will contractually require its separate contractors to
reasonably cooperate with, and reasonably coordinate their activities so as not to interfere
with Contractor in order to enable Contractor to timely complete the Work consistent with
the Agreement Documents. Contractor must immediately notify the Project manager,
and address the matter in the next monthly status report, if any activities of such separate
contractors are expected to interfere, or are interfering, with Contractor and such
interference will or could result in any delay in Contractor’s performance of the Work.
5.4
PERMIT REVIEW AND INSPECTIONS
5.4.1
If requested by Contractor, Project Manager will provide assistance and guidance in
obtaining necessary reviews, permits and inspections.
5.4.2
The regulating agencies of City, such as Development and Sustainability, Fire and
Planning Departments, enforce legal requirements. The enforcement activities of City are
independent and separate from this Agreement.
5.5
PLANS AND SPECIFICATIONS TO THE CONTRACTOR.
Contractor will be provided up to five copies of the Agreement Documents as are
reasonably necessary for the execution of the Work. Additional copies will be furnished,
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

General Conditions

Revised: 7/20/22

GC-29 of 75

upon request, at the cost of reproduction.

SECTION 6 - AGREEMENT TIME
6.1
AGREEMENT TIME
6.1.1
The Agreement Time will start with the Notice to Proceed (“NTP”) and end with Final
Acceptance.
6.1.2
Beginning on the date of the NTP, Contractor must begin to fulfill Contractor’s obligations
under the Agreement. Contractor’s obligations include providing City and other
agencies with any submittals required by the Project Specific Special Provisions, including
but not limited to, an approved Project Schedule, Traffic Control Plans, and a Stormwater
Pollution Prevention Plan. Contractor must submit all such required submittals before
any physical construction work commences on the Site. NTP does not authorize
construction work until all a greement insurance, bonds, and schedules are submitted to
and accepted by the City.
6.1.3
The Agreement Time will be as set forth in the Project Schedule. Contractor agrees that
it will commence performance of the Work and complete the Project through both
Substantial Completion and Final Acceptance within the Agreement Time.
6.1.4
Time is of the essence of this Agreement, for the Project, for the Work, and for each phase
and designated Milestone thereof.
6.1.5
Failure of Contractor to perform any covenant or condition contained in the Agreement
Documents within the time periods specified herein, will constitute a material breach of this
Agreement entitling City to terminate the Agreement unless Contractor applies for and
receives an extension of time, in accordance with the procedures set forth in the Agreement
Documents.
6.1.6
Failure of City to insist upon the performance of any covenant or condition within the time
periods specified herein, will not constitute a waiver of Contractor’s duty to perform every
other covenant or condition within the designated periods, unless a specific waiver is
granted in writing for each such covenant or condition.
6.1.7
City’s agreement to waive a specific time provision or to extend the time for performance
will not constitute a waiver of any other time provisions contained in the Agreement
Documents. Failure of Contractor to complete performance promptly within the additional
time authorized in the waiver or extension of time agreement constitutes a material breach
of this Agreement entitling City to all the remedies set forth herein or provided by law.
6.2
PROJECT SCHEDULE
6.2.1
The Project Schedule must be in Microsoft Project standard file format, must be updated and
maintained throughout the Agreement Time, and must contain the following:
6.2.1.1
Detailed representation of all activities for the project, both on-site construction and major
procurement. All significant activities together with the resource loading requirements for
each and all items appearing on the schedule of values or bid schedule for progress
payments must be shown on the Project Schedule or in attached transmittal letter as
described in Section 6.2.8.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

General Conditions

Revised: 7/20/22

GC-30 of 75

6.2.1.2
Dependencies between activities must be indicated so that it may establish as to the effect
the progress of any one activity would have on other activities and on the Schedule.
6.2.1.3
Activities for submission, review, and approval of all required submittals.
6.2.1.4
An amount of time will be established prior to the final completion date for “punch list and
cleanup”. No other activities will be scheduled during this period. Punch list and cleanup
must be shown on the Project Schedule and must be entirely completed prior to the
expiration of the Agreement Time.
6.2.2
Within 10 Days of receipt of City’s comments, Contractor must make all required
corrections, adjustments, and additions to complete the Project Schedule and resubmit to
City for review. City’s review of and response to the Project Schedule is for the purpose of:
(1) City planning and staffing for the Project as may be required from time to time; (2)
ensuring Contractor’s general conformance with the scheduling requirements of the
Agreement Documents and completion of the Project within the Agreement Time; and (3)
monitoring and evaluating the construction status for purposes of approving monthly
progress payments. Acceptance of a submitted schedule by City should in no way be
construed as an affirmation or admission that the schedule is reasonable or workable by
Contractor. The responsibility for completing the Work on the Project within the
Agreement Time remains the obligation of Contractor. City’s review does not relieve
Contractor from compliance with the requirements of the Agreement Documents or
be construed as relieving Contractor of its complete and exclusive control over the
means, methods, sequences and techniques for executing the work.
6.2.3
The Project Schedule must show milestones, including milestones for City-furnished
information, and must include activities for City-furnished material and construction by
other contractors when those activities are interrelated with Contractor activities.
6.2.4
The Project Schedule must be revised as required by conditions and progress of the Work,
but such revisions do not relieve Contractor of its obligations to complete the Work
within the Agreement Time, as adjusted in accordance with the Agreement Documents.
No modification to the Agreement Documents or the Agreement Time will be effective
unless approved in advance by City.
6.2.5
For all items of materials and equipment that are critical or may require long lead times to
acquire, the Project Schedule must show dates for submission, review and approval of
submittals, ordering, and delivery.
6.2.6
An updated Project Schedule must be submitted monthly to City as part of the Payment
Request. The monthly submittal must include one full size plot of the entire schedule and
one electronic copy containing the schedule in Microsoft Project standard file format. In
addition, Contractor must, upon request by City, provide a copy of all submitted schedule
data in electronic
format which must be clearly labeled with the Project description,
scheduling program name and version number, and schedule print/data date.
6.2.7
Contractor must provide City with a monthly status report with each Project Schedule
detailing the progress of the Work, including: (i) if the Work is proceeding according to
schedule, (ii) any discrepancies, conflicts, or ambiguities found to exist in the Agreement
Documents that require resolution, and (iii) other information detailing items that require
resolution so as not to jeopardize the ability to complete the Work in the Agreement Time.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

General Conditions

Revised: 7/20/22

GC-31 of 75

6.2.8
With each Project Schedule submittal, Contractor must include a transmittal letter
including the following:
a. Description of problem tasks, referenced to field instructions or requests
for information (RFI’s), as appropriate.
b. Current and anticipated delays including:
(i)
Cause of the delay.
(ii)
Corrective action and schedule adjustments to correct the delay.
(iii)
Known or potential impacts and their delay on other activities,
milestones, and their impact on the Substantial Completion and
Final Acceptance dates.
(iv)
Changes in construction sequence.
c. Pending items and status thereof including but not limited to:
(i) Time Extension requests;
(ii)
Substantial Completion date status;
(iii)
Final Acceptance date status.
d. If ahead of schedule, the number of calendar Days ahead.
e. If behind schedule, the number of calendar Days behind.
f.
Other Project or scheduling concerns.
6.2.9
Critical Path Method (CPM).
6.2.9.1
Unless otherwise specified in the Agreement, the Project Schedule must include a Critical
Path
Method (CPM) diagram schedule showing the sequence of activities, the
interdependence of each activity and identifies the Critical Path.
6.2.9.2
The CPM diagram schedule must be in calendar Days and indicate duration, earliest and
latest start and finish dates for all activities, and total Float Times for all activities except
critical activities. The CPM diagram must be presented in a time scaled graphical format for
the Project as a whole.
6.2.9.3
The CPM diagram schedule must indicate all relationships between activities.
6.2.9.4
The activities making the Project Schedule must contain sufficient detail to assure that
adequate planning has been done for proper execution of the Work and such that it provides
an appropriate basis for monitoring and evaluation the progress of the Work. Individual
activities must not exceed 30 Days in length, in most cases.
6.2.9.5
The CPM diagram schedule must be based upon activities, which coincide with the Schedule
of Values.
6.2.9.6
The CPM diagram schedule must show all submittals associated with each work activity and
the review time for each submittal.
6.2.10
Float Time.
6.2.10.1
The total Float Time within the overall schedule is for the exclusive use of City, but City
may approve Contractor’s use of Float as needed to meet Agreement Milestones and
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

General Conditions

Revised: 7/20/22

GC-32 of 75

the Project completion date.
6.2.10.2
Contractor will not be allowed to sequence, hide, or reallocate Float Time through
such strategies, as extending activity duration estimates to consume available Float, using
preferential logic, or using extensive crew/resource sequencing, tec. No time extensions
will be granted nor delay damages paid until a delay occurs which extends the Work beyond
the Agreement Time.
6.2.11
City-Caused Delays. City-caused delays on the Project, if any, may be offset by City-caused
time savings (i.e., Critical Path submittals returned in less time than allowed by the
Agreement, approval of substitution requests and credit changes which result in savings of
time to Contractor, etc.) In such an event, Contractor will not be entitled to receive a time
extension or delay damages until all City-caused time savings are exceeded and the
Agreement Time is also exceeded.
6.2.12
Rain-Related Delays. Contractor is required, in preparing the Project Schedule to take into
account all relevant weather conditions, including normal rainfall and distribution. No
additional compensation will be given for any rain-related delays or impacts on the Work
or the Project Schedule. No time extension will be granted in the Project Schedule unless
the rainfall during the construction of Work is unusually severe, was not reasonably
anticipated, and the total rainfall was significantly in excess of the normal rainfall for the
Project Site location. Normal rainfall for the Project will be determined from the 10-year
average rainfall for the Site as measured by the National Oceanic and Atmospheric
Administration or comparable source of reliable information for rainfall in Chandler,
Arizona. In addition, the excessive rainfall must have actually impacted Work activities on
the Critical Path and caused delay beyond any remaining Float at the time of the rain- caused
delay. The burden of documenting normal rainfall, the excessive rainfall and the impact on
Critical Path activities is on Contractor. All other provisions in the Agreement Documents
relating to claims, including without limitation notice requirements, apply to any claim by
Contractor for a rain delay.
6.2.13
City’s “Policy Statement for Calculating Delays and Damages,” Appendix 1 to these
General Conditions, will apply to all claims of delay and delay damages.
6.2.14
Force Majeure. If Contractor is delayed or prevented from the performance of any Work
required under this Agreement by reason of acts of God or other causes beyond the control
and without fault of Contractor (financial inability excepted), performance of that Work will
be excused, but only for the period of the delay. The time for performance of the Work will
be extended for a period equivalent to the period of delay. In addition, the parties agree if
Contractor’s delayed or suspended performance directly arises out of or directly results
from the COVID-19 pandemic, Contractor’s delayed or suspended performance may be
excused as set forth in this clause. Provided, however; Contractor must give the City written
notice within 30 days of the occurrence of the event giving rise to COVID-19 pandemic
related delayed or suspended performance. For COVID-19 pandemic related delay or
suspended performance, the parties must agree in writing to the length of the excused
delay or suspended performance. Further, Contractor must obtain the City’s written
approval to use any allowance established as part of the project for delays and costs related
to the COVID-19 pandemic.
6.3
SUBSTANTIAL COMPLETION
6.3.1
When Contractor considers that the Work, phase or a portion thereof, which City agrees in
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writing to accept separately, is substantially complete, City will prepare and submit to
Contractor a comprehensive Punch List of items to be completed or corrected prior to Final
Acceptance and Final Payment. Failure to include an item on such Punch List does not alter
the responsibility of Contractor to complete all Work in accordance with the Agreement
Documents.
6.3.2
Upon receipt of Contractor’s Punch List, Project Manager will make an inspection to
determine whether the Work or designated portion thereof is substantially complete.
Project Manager may, at Project Manager’s sole option, be assisted in such inspection by
the Design Professional for the Project. If the inspection by the Project Manager discloses
any item, whether or not included on Contractor’s Punch List, which is not sufficiently
completed in accordance with the Agreement Documents so that City can occupy or utilize
the Work, phase or designated portion thereof for its intended use, Contractor must,
before issuance of the Certificate of Substantial Completion, complete or correct such
item upon notification by Project Manager. In such case, Contractor must then submit a
request for another inspection by Project Manager to determine Substantial Completion.
6.3.3
Certificate of Substantial Completion.
6.3.3.1
The Project Manager will not issue a Certificate of Substantial Completion unless and until
the Work (or separable units or Phases as provided in the Agreement Documents) is
essentially and satisfactorily complete in accordance with the Agreement Documents, such
that the Project is ready for use by City for its intended purpose, opening to the general
public, full occupancy or use by City (including, without limitation, all separate units, or
rooms, facilities, access, income-generating areas, and all areas serving the general public,
as applicable, must be ready for full-operation
without material inconvenience or
discomfort), including, to the extent applicable to the Work, the following: all materials,
equipment, systems, controls, features, facilities, accessories and similar elements are
installed in the proper manner and in operating condition, inspected and approved;
surfaces have been painted; masonry and concrete cleaned with any sealer or other finish
applied; utilities and systems connected and functioning; site work complete; permanent
heating,
ventilation, air condition, vertical transportation and other systems properly
operating with proper controls; lighting and electrical systems installed, operable and
controlled; paving completed, signage installed, and other Work as applicable, has
been performed to a similar state of essential and satisfactory completion. A minor
amount of Work, as determined by and at the discretion of the Project Manager, such
as installation of minor accessories or items, a minor amount of painting, minor
replacement of defective work, minor adjustment of controls or sound
systems, or
completion or correction of minor exterior work that cannot be completed as a result of
weather conditions, will not delay determination of Substantial Completion. If prior
written approval is obtained from City for purposes of Substantial Completion, specified
areas of the entire Work or Project may be individually certified as Substantially
Complete. In no event will Substantial Completion be deemed to have occurred unless
and until: (i) a temporary certificate of occupancy has been issued by the appropriate
Governmental Authorities (as applicable) and (ii) all terms and Work required under this
Agreement have been fulfilled by Contractor and same will have also been approved and
accepted by City, subject only to the Punch List items.
6.3.3.2
If requested by City, Contractor must complete and turn-over to City the Project on a phased
basis. Each phase will have a separate inspection by the Project Manager, a Punch List
generated, and then an inspection by City with final approval and acceptance only after the
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Project Manager’s Punch List.
6.4
PARTIAL UTILIZATION
6.4.1
City at City’s option may use and occupy any substantially completed parts of the Work
which has specifically been identified in the Agreement Documents, or which City, the
Design Professional and Contractor agree 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, provided,
however, if the portion of the Work to be used or occupied has not been found to be
substantially complete, City must do so in accordance with Section 6.3 prior to such
occupancy.
6.4.2
In lieu of the issuance of a Certificate of Substantial Completion as to part of the Work, City
may take over operation of a facility constituting part of the Work whether or not it is
substantially complete if such facility is functionally and separately usable; provided that
prior to any such takeover, City and Contractor agree in writing as to the division of
responsibilities between City and Contractor for security, operation, safety, maintenance,
correction period, heat, utilities and insurance with respect to such facility.
6.4.3
Substantial Completion of or City's beneficial occupancy of a part of the Project will not alter
the fact that the one-year warranty for the whole Project starts at the date of Final
Completion of the whole Project.
6.5
FINAL ACCEPTANCE
6.5.1
Unless otherwise expressly agreed to in writing by City, Final Acceptance must be obtained
by no later than 30 Days (60 Days for federally funded agreements) after the date of Substantial
Completion. Failure to timely obtain Final Acceptance will be a material breach of the
Agreement.
6.5.2
Upon receipt of written notice that the Work is ready for final inspection and acceptance, City
and Contractor will jointly inspect to verify that the remaining items of Work have been
completed. There will be no partial acceptance. Final Acceptance will not occur until all
items of Work, including Punch List Items, have been completed to City’s satisfaction as
reflected in the written Final Acceptance.
6.5.3
Final Payment will not be due, owing, or paid by City until Final Acceptance is issued.
6.5.4
Landscape Establishment Period. Unless otherwise expressly agreed to in writing by City, the
Landscape Establishment Period will begin on the date of Final Acceptance of the Project and
will run 90 Calendar Days thereafter. Landscape Establishment Period requirements are
detailed in General Conditions Appendices, attached herein.
6.6
CONTINUATION OF WORK
6.6.1
Permitting Contractor to continue and finish the Work or any part of it after the time fixed
for its completion (whether milestone, phase, Substantial Completion or Final Acceptance)
or after the date to which the time fixed for any completion may have been extended, does
not operate as a waiver by City of any rights under the Agreement Documents, law or equity.
6.6.2
Furthermore, the timely completion of the Work being of the utmost importance under
this Agreement, notwithstanding the existence of one or more disputes between the parties
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concerning the scope of the Work, the Project Schedule, Agreement Time, payments or any
other matter, and further notwithstanding a party’s invocation of the Dispute Resolution
provisions specified in Appendix 6 of these General Conditions, unless City suspends
the Agreement or Contractor’s performance pursuant to Section 10 of these General
Conditions, Contractor will continue to prosecute the Work, including any Change Order
work or Extra Work Orders, in a diligent and timely manner and not stop, slow down or
impede by action or inaction the progress of the Work, including commencing performance
of and thereafter completing any additional work called out in any Change Order or Extra
Work Order issued by Project Manager with the approval of City, so long as City makes
payment to Contractor in accordance with Section 8 of these General Conditions.

SECTION 7 - AGREEMENT PRICE
7.1
UNIT PRICE AGREEMENTS
7.1.1
The Agreement Price for all Unit Price Agreements will be the amount set forth in the
Agreement or Change Order multiplied by the verified quantity provided.
7.1.2
Measurements of quantities to determine the total Agreement Price must be in accordance
with MAG Specification §§ 109.1 and 109.2.
7.1.3
The Unit Price may only be changed as set forth in Section 9 below.
7.2
CHANGE ORDERS
7.2.1
Unit Price Change Orders. The Change Order Price for all Unit Price Change Orders will be
the amount set forth in the Change Order multiplied by the verified quantity provided.
7.2.2
Measurements of quantities to determine the total Change Order Price must be in
accordance with MAG Specifications §§ 109.1 and 109.2.
7.2.3
The Unit Price may only be changed as set forth in Section 9 below.

7.2.4
MAG Specification § 109.4.1 is modified as follows: Before § 109.4.1, the following is added:
Any deduction or increase in the Agreement Price must be supported by a signed,
written Change Order fully executed by City, and supported by such backup as the Project
Manager may require.
7.3
SALES TAX
Contractor is required to pay all applicable sales tax in accordance with the law of the state of
Arizona and this cost must be included in all Agreement Prices. When equipment, materials
or supplies generally taxable to Contractor are eligible for a tax exemption due to the nature
of the Project, Contractor must assist City in applying for and obtaining such tax credits and
exemptions which will be paid or credited to City.

SECTION 8 - PAYMENT
8.1
PAYMENT FOR CONSTRUCTION SERVICES
8.1.1
Payment for the Work will be made in accordance with MAG Standard Specification § 109
as amended below.
8.1.2
Contractor must submit to City for review a completed Contractor Payment Request signed
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by Contractor, covering the Work completed as of the date of the Request and accompanied
by such supporting documentation as is required by the Agreement Documents and also
as City may reasonably require. A Contractor Payment Request will not be considered
complete unless it is accompanied by an updated Project Schedule and a certification that
the on-site, red lined, as built Drawings are up to date. If payment is requested on the basis
of materials and equipment not incorporated in the Work but delivered and suitably,
securely stored at the Site or at another location (such as a bonded warehouse) agreed to
in writing, the Contractor Payment Request must also be accompanied by such data,
satisfactory to City, as will establish City's title to the material and equipment and protect
City's interest therein, including applicable insurance. Each subsequent Contractor Payment
Request must include an affidavit of Contractor stating that all previous progress payments
received on account of the Work have been applied to discharge in full all of Contractor's
obligations reflected in prior Contractor Payment Requests.
8.1.3
Except for Work performed under a JOC Agreement, the Contracting Agency will retain 10
percent of all estimates as a guarantee for complete performance of the Agreement in
accordance with Arizona Revised Statutes Section 34-221 or 34-607. The Contractor may
elect to deposit securities in lieu of retention in accordance with Arizona Revised Statutes
Section 34-221, Paragraph C.5. or 34-607, Paragraph B.5.
8.1.4
The payment process functions as follows: Prior to the payment cycle date, Contractor must
send a draft Contractor Payment Request to Project Manager. The Project Team will review
the Request and agree upon any necessary adjustments. Contractor must certify the final
Request by signing and returning to Project Manager.
8.1.5
When construction of the Project is fifty percent (50%) completed, Contractor may
request payment of one-half of the retention pursuant to A.R.S. § 34-609(B)(3), subject to all
of City’s rights to withhold or offset payments, and other rights of City, under the Agreement.
8.1.6
City reserves the right under A.R.S. § 34-609(B)(3) to reinstate the ten percent (10%) retention
if City determines that satisfactory progress is not being made.
8.1.7
Contractor’s Warranty of Title.
8.1.7.1
Contractor warrants and guarantees that title to all Work, materials and equipment covered
by any Contractor Payment Request, whether incorporated in the Project or not, will pass
to City at the time of payment, free and clear of all liens, claims, security interests, and
encumbrances, provided that this will not preclude the Contractor from installing metering
devices or other equipment of utility companies or municipalities, the title of which is
commonly retained by the utility company or municipality.
8.1.7.2
No materials, supplies, or equipment for the Work under this Agreement will be purchased
subject to any chattel mortgage or under a conditional sale contract or other agreement by
which an interest therein, or any part thereof, is retained by the seller or supplier.
8.1.7.3
Nothing contained in this Section will defeat or impair the right of such persons furnishing
materials or labor under any bond given by the Contractor for their protection, or any right
under any law permitting such persons to look to funds due the Contractor in the hands of
the City. The provisions of this Section must be inserted in all subcontracts and material
agreements, and notices of its provision must be given to all persons furnishing materials
for the Work when no formal agreement is entered into for such materials.
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8.2
PAYMENT UPON SUBSTANTIAL COMPLETION
8.2.1
No payment will be made upon Substantial Completion, except for a regularly-scheduled
monthly progress payment, as allowed by Section 8.2.2.
8.2.2
No further payments will be made to Contractor until Final Acceptance.
8.3
FINAL PAYMENT
8.3.1
Subject to all of City’s rights to withhold or offset payment, and other rights under the
Agreement, Final Payment including remaining retainage will be paid only after:
a. Work has been fully completed (including completion of all incorrect or
incomplete work items) and the written Final Acceptance has been issued by
City;
b. Necessary operating manuals, any excess materials and supplies necessary
for matching materials and supplies incorporated into the Work,
acceptable sewer video results (if applicable), and complete “as-built”
Drawings (including the Building Information Model, if required by the
Agreement Documents) have been delivered to City, as specified in this
Section 8.3;
c. Full and unconditional lien waivers and releases by Contractor and any
person performing labor or supplying material, machinery, fixtures, or tools
for the Work have been delivered to Contractor;
d. All conditions and requirements imposed by City or any financing entity
for the corresponding disbursement have been met; and
e. Contractor delivers to City a Contractor Payment Request requesting Final
Payment.
8.3.2
Contractor must also submit a signed copy of Contractor’s Affidavit Regarding Settlement
of Claims, Appendix 3 to these General Conditions, and Certificate of Completion, Appendix 7
to these General Conditions, prior to Final Payment.
8.3.3
In addition, if required under the Project Specific Special Provisions, Contractor must
compile a complete equipment list and maintenance manual to be submitted to City
as a precondition to Final Payment. The list must include the following items for all
equipment supplied under the Plumbing, Electrical, Air Conditioning, Elevator, and other
Special Equipment Specifications:
a. Name, Model and Manufacturer.
b. Complete parts lists and Drawings.
c. Local source of supply for replacement parts along with suppliers’ telephone
numbers.
d. Local service organizations serving the equipment and their telephone
numbers.
e. All tags, inspection slips, instruction packages, etc., removed from
equipment must be properly identified as to pieces of equipment from
which they were taken.
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8.3.4
Contractor must also deliver to City, prior to Final Payment, one (1) digital (in the format
specified by City), and if requested by City, one (1) hard copy, of any applicable
Maintenance manuals. Each manual must include all manufacturer’s operation and
maintenance instructions and “as-built” Drawings with the list herein specified. It must also
include all other diagrams and instructions necessary to properly operate and maintain the
equipment, the name, address and telephone number of Contractor and all Subcontractors
involved.
8.4
CIT Y ’S RIGHT TO WITHHOLD PAYMENT
City may withhold payment to such extent as may be necessary in City’s opinion to protect
City from loss for which Contractor is responsible, including, without limitation, if any of
the following conditions exist:
a. Defective Work not remedied;
b. Third party claims filed or reasonable evidence indicating probable filing of
such claims unless security acceptable to City is provided by Contractor;
c. Failure of Contractor to make payments properly to Subcontractors or for
labor, materials or equipment;
d. Reasonable evidence that the Work cannot be completed for the unpaid
balance of the Agreement Price;
e. Damage to City or another Contractor;
f.
Reasonable evidence that the Work will not be completed within the
Agreement Time, and that the unpaid balance would not be adequate to
cover actual or liquidated damages for the anticipated delay;
g. Failure to carry out the Work in accordance with the Agreement Documents;
or
h. Contractor is in default of any of its other obligations under the Agreement
Documents.
8.5
JOINT/DIRECT CHECKS
To promote the timely completion and progress of the Work or when appropriate and
necessary, payments to Contractor may be made jointly to Contractor and its employees,
agents, Subcontractors and suppliers, or any of them. For federally funded agreements,
see federal provisions for additional requirements for the joint check process.
8.6
PAYMENT NOT A WAIVER
No payment (nor use or occupancy of the Project by City) will be deemed acceptance or
approval of the Work or as a waiver of any claims, rights, or remedies of City.
8.7
LIENS AND BOND CLAIMS
Contractor must make all payments, in the time required, of all labor and materials
furnished to Contractor in the course of the Work and must promptly furnish evidence of
such payments as City may require. Contractor must pay when due all claims arising out of
performance of the Work covered by this Agreement for which a lien may be filed either
against the real estate or leasehold interest of City, or against payments due from City to
Contractor, or for which a claim may be made against any payment or performance bond
or both. To the fullest extent permitted by law, Contractor agrees that no liens or other
claims in the nature of a lien against the real estate, leasehold, or other interest of City,
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against payment due from City to Contractor, or against any payment or performance
bond, must be filed or made in connection with the Work by any party who has supplied
professional services, labor, materials, machinery, fixtures, tools, or equipment used in or
in connection with the performance of this Agreement, and Contractor agrees to remove or
to cause to be removed any such liens or claims in the nature of a lien or bond claim within
10 Days upon receiving notice or obtaining actual knowledge of the existence of such liens
or claim. In addition, Contractor agrees to defend, indemnify, and hold harmless City
from and against any and all such liens and claims. This paragraph does not apply to claims
and liens of Contractor due to non-payment for work performed.
8.8
FIN AN CI AL R ECORDKE EPI NG AND C IT Y ’S AUD I T RIGHT
8.8.1
Records for all Agreements between City and Contractor must, upon reasonable notice, be
open to inspection and subject to audit, scanning, and reproduction during normal
business working hours. Such audits may be performed by any City’s representative or any
outside representative engaged by City for the purpose of examining such records. City or
its designee may conduct such audits or inspections throughout the term of this Agreement
and for a period of five years after Final Payment or longer if required by law. City’s
representatives may (without limitation) conduct verifications such as counting employees
at the Site, witnessing the distribution of payroll, verifying information and amounts through
interviews and written confirmations with Contractor employees, field and agency labor,
Subcontractors, and vendors.
8.8.2
Contractor’s “records” must include any and all information, materials and data of every kind
and
character, including without limitation, records, books, papers, documents,
subscriptions, recordings, agreements, purchase orders, leases, contracts, commitments,
arrangements, notes daily diaries, superintendent reports, drawings, receipts, vouchers and
memoranda, and any and all other agreements, sources of information and matters that
may in City’s judgment have any bearing on or pertain to any matters, rights, duties or
obligations under or covered by any Agreement Document. Such records must include (hard
copy, as well as computer readable data if it can be made available), written policies and
procedures; time sheets; payroll registers; payroll records; cancelled payroll checks;
subcontract files (including proposals of successful and unsuccessful bidders, bid recaps,
negotiation notes, etc.); original bid estimates; estimating work sheets; correspondence;
Change Order files (including documentation covering negotiated settlements); back-
charge logs and supporting documentation; invoices and related payment documentation;
general ledger, information detailing cash and trade discounts earned, insurance rebates
and dividends; and any other Contractor records which may have a bearing on matters of
interest to City or the Project in connection with Contractor’s dealings with City or the
Project (all foregoing
hereinafter referred to as “records”) to the extent necessary to
adequately permit evaluation and verification of any or all of the following:
a. Compliance with Agreement requirements for deliverables;
b. Compliance with approved Plans and Specifications;
c. Compliance with § 14.9 below;
d. Compliance with Agreement provisions regarding the pricing of Change
Orders;
e. Accuracy of Contractor representations regarding the pricing of invoices; or
f.
Accuracy of Contractor representations related to claims submitted by
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Contractor or any of their employees.
8.8.3
Contractor must require all payees (examples of payees include Subcontractors, Suppliers,
Insurance Carriers, etc.) to comply with the provisions of this Section by including the
requirements hereof in a written agreement between Contractor and payee. Contractor will
ensure that all payees (including those entering into lump sum agreements) have the same
right to audit provisions contained in this Agreement included in their agreements with
Contractor.
8.8.4
City’s authorized representative(s) (including, without limitation, Project Manager) must have
reasonable access to Contractor’s facilities, must be allowed to interview all current or former
employees to discuss matters pertinent to the performance of this Agreement and must be
provided adequate and appropriate work space, in order to conduct audits in compliance
with this Section.
8.8.5
If an audit inspection or examination in accordance with this Section, discloses overpricing
or overcharges to City (of any nature) by Contractor or Contractor’s Subcontractors in excess
of $100,000 in addition to making adjustments for the overcharges, the reasonable actual
cost of City’s audit must be reimbursed to City by Contractor. Any adjustments or payments
which must be made as a result of any such audit or inspection of Contractor’s invoices or
records must be made within a reasonable amount of time (not to exceed 90 Days) from
presentation of City’s findings to Contractor.
8.8.6
In addition to the normal paperwork documentation Contractor typically furnishes to City,
Contractor agrees to furnish, upon written request from City, any of the documentation
necessary for City to exercise its audit rights under this Section 8.8 in computer readable file
formats (Word, Excel, or .pdf), as City may designate.
8.8.7
City, its authorized representative, and the appropriate agency, reserve the right to
audit Contractor’s records in compliance with local, state or federal policies, statutes
or at City’s discretion, within three (3) years of Final Acceptance of the Work.

SECTION 9 - CHANGES TO THE AGREEMENT
9.1
FIELD ORDERS
City may authorize minor changes in the Work not involving an adjustment in the
Agreement Price or the Agreement Times, which are consistent with the overall intent of
the Agreement Documents. These may be accomplished by a written Field Order on the
standard form approved and executed by City. Such Field Orders must be binding and
Contractor must perform the change promptly. If Contractor believes that a Field Order
justifies an increase in the Agreement Price or Agreement Time, Contractor may make a
claim therefor as provided in Section 7.2.
9.2
EXTRA WORK/CHANGES IN THE WORK
9.2.1
City reserves the right to make such changes in the Plans and Specifications for the Work,
as it may deem appropriate and any such change as set forth in a written Change Order
must be deemed a part of this Agreement as if originally incorporated herein.
9.2.2
In the event City and Contractor cannot agree on the terms of a Change Order, or
when circumstances otherwise require, the Project Manager has the authority to direct the
Contractor to perform extra work, if the work in question is an item not provided for in the
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Agreement as awarded. The Project Manager will have the authority to determine, based
upon factual evidence presented by the Contractor, whether the work in question is an
item not provided for in the Agreement as awarded. If the Project Manager directs the
Contractor to perform extra work, the Project Manager’s instructions will include a price
that the Contractor cannot exceed in charging the City for the extra work. Upon receipt of
the Project Manager’s directions to perform extra work, the Contractor must promptly
proceed with the extra work and document the actual cost thereof. Contractor’s right to
payment for extra work will be determined under Subsection 9.2.4 below. The Contractor is
responsible to manage the extra work to ensure that the price limits set by the Project
Manager are not exceeded. Contractor must perform the extra work and submit
documentation for the actual cost of the extra work to the City. A Change Order will be
issued to cover this work.
9.2.3
Contractor will not be entitled to payment for extra work unless a written Change Order, in
form and content prescribed by City, has been executed by City. On all requests for Change
Orders, Contractor must specify the increased or decreased costs and whether it
believes any extensions of time will be necessary to complete its Work as modified by the
Change Order. If extra work is performed under Subsection 9.2.2 above, a corresponding
Change Order will be prepared, approved and processed by City before payment can be
made to Contractor.
9.2.4
In general, pricing for Change Orders will include the same mark-up percentages that were
in effect when the Agreement was awarded. The cost or credit to the City resulting from a
change in the Work is subject to Appendix 1 (Policy Statement for Calculating Delays and
Damages) and will be determined, based on the type of pricing for the Agreement involved,
as follows:
a. By mutual acceptance of a lump sum properly itemized in a form acceptable
to City;
b. By unit prices stated in the Agreement Documents;
c. When the City determines that a Unit Price Book Job Order associated with
a Job Order Agreement requires a Change Order, by using the same Total
Cost Data and CCI that are in effect when the Change Order is anticipated to
be issued; or
d. By actual cost and a percentage fee covering overhead and profit, as follows:
(i)
Contractor will perform the extra work and be compensated for actual
cost of labor, materials and equipment.
(ii)
Contractor will have the right to add the fee percentage applicable
to the Work under the Agreement, or if no such fee has been agreed
to by the parties, not more than five percent (5%) to the
Subcontractor’s prices for authorized extra work performed solely
by Subcontractors. Such percentage will include all of Contractor’s
charges for overhead, profit, administration and supervision.
(iii)
Contractor or Subcontractor will have the right to add the fee
percentage applicable to Work under the Agreement for self-
performed extra work, or if no such fee has been agreed to by the
parties, Contractor’s or Subcontractor’s maximum total allowable
additions for overhead, profit, administration and supervision will
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not exceed ten percent (10%) of actual verifiable labor, materials
and equipment for such self- performed extra work.
9.2.5
Any agreement which modifies the terms of the Agreement (including Change Orders)
will be approved in writing by the Project Manager. Once properly executed by both
parties, these modifications to the Agreement will have the same effect as if they had been
included in the original Agreement.
9.3
ACCURACY OF CHANGE ORDER PRICING INFORMATION
9.3.1
Subject to Sections 9.3.2 through 9.3.4, signature by the contracting parties constitutes full
accord and satisfaction between City and Contractor for all costs, damages, and expenses
of whatever kind of nature, including delay, impact or acceleration damages, which may be
occasioned by a Change Order of other modification of the Agreement agreed to in writing.
9.3.2
Accurate Change Order Pricing Information: Contractor agrees that it is responsible for
submitting accurate cost and pricing data to City to support its Fixed Price, Unit Price, or
Cost Plus Change Order Proposals or other Agreement Price adjustments under the
Agreement. Contractor further agrees to submit Change Order proposals with cost and
pricing data which is accurate, complete, current, and in accordance with the terms of
the Agreement with respect to pricing of change orders. Contractor agrees that any “buy-
out savings” on Change Orders will accrue 100% to Owner. “Buy-out savings” are defined
as any savings negotiated by the Contractor with a Subcontractor or a Material Supplier
after receiving approval of a Change Order amount that was designated to be paid to a
specific Subcontractor or Supplier for the Approved Change Order work.
9.3.3
Right to Verify Change Order Pricing Information: Contractor agrees that City, through
its designated representative, will have the right to examine, copy, and scan the records
of the Contractor, Subcontractor or Sub-Subcontractor’s records (during the Agreement
period and up to three years after final payment is made on the Agreement) to verify
the accuracy and appropriateness of the pricing data used to price all Change Order
proposals or claims. Contractor agrees that if City determines the cost and pricing data
submitted (whether approved or not) was inaccurate, incomplete, not current, or not in
compliance with the terms of the Agreement regarding pricing of Change Orders, an
appropriate Agreement Price adjustment will be made. Such post-approval Contact Price
adjustments will apply to all levels of contractors and Subcontractors and to all types of
Change Order proposals, specifically including Fixed Price, Unit Price, and Cost Plus Change
Orders.
9.3.4
Requirements for Detailed Change Order Pricing Information: Contractor agrees to
provide a detailed breakdown of allowable labor and labor burden cost (i.e., base wage
rate of applicable classifications of workers, payroll taxes, and insurance and benefits
costs). This information will be used to evaluate the potential cost of labor and labor burden
related to Change Order work. It is intended that this information represent an accurate
estimate of the Contractor’s actual labor and labor burden cost components. Information
is not intended to establish fixed billing or Change Order pricing labor rates. However, at the
time Change Orders are priced, the submitted cost data for labor rates may be used to price
Change Order work. The accuracy of any such agreed upon labor rate cost components
used to price Change Orders will be subject to later audit. Approved Change Order
amounts may be adjusted later to correct the impact of inaccurate labor cost
components if the agreed upon labor cost components are determined to be inaccurate.
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9.4
EMERGENCIES
In any emergency affecting the safety of persons or property, Contractor will act, at its
discretion, to prevent threatened damage, injury or loss. Any change in the Agreement Price
or Agreement Time resulting from emergency work will be determined as provided in this
Section.
9.5
DIFFERING SITE CONDITIONS
9.5.1
If Differing Site Conditions are encountered at the Project Site, then notice by the observing
party must be given to the other party promptly before conditions are disturbed (to the extent
practicable) and in no event later than 14 Days after first observance of the conditions.
City will promptly investigate such conditions and, if City determines that Differing Site
Conditions exist and they materially cause an increase in the cost of, or time required for,
performance of any part of the Work, Contractor will be entitled to equitable adjustment
in the Agreement Price or Construction Schedule (and other time requirements), or both.
If it is determined by City that the conditions at the Project Site are not Differing Site
Conditions and no change is justified, then City will so notify Contractor in writing, stating the
reasons. Claims in opposition to such determination must be made within 14 Days after
City has given notice of its decision. If City and Contractor cannot agree on an adjustment
in the Agreement Price or Construction Schedule (and other time requirements), the
adjustment may be submitted to dispute resolution as provided these General Conditions.
9.6
CHANGES IN LAWS, REGULATIONS, OR LEGAL REQUIREMENTS OR TAXES
In the event of a material change in applicable Laws, Regulations, or Legal Requirements, or
taxes subsequent to the date of the Agreement by the parties, Contractor may be entitled
to a Change Order, in City’s discretion, to the extent Contractor can document to the
satisfaction of City that such change significantly increases Contractor’s actual cost of
performance of the Work.

SECTION 10 -SUSPENSION AND TERMINATION
10.1
SUSPENSION
City may suspend the Agreement and Contractor’s performance in accordance with MAG
Specifications § 105.1 and 108.7.
10.2
TERMINATION BY THE CITY FOR CAUSE
10.2.1
MAG Specifications § 108.11 applies to the Agreement.
10.2.2
City may also terminate the Agreement if City determines, in its sole discretion that
Contractor has:
a. After prior written notice, refused or failed to supply enough properly skilled
workers or proper materials;
b. After prior written notice, failed to make payment to Subcontractors for
materials or labor in accordance with the respective agreements between
Contractor and the Subcontractors;
c.
After prior written notice, disregards laws, ordinances, or rules, regulations or
orders of a public authority having jurisdiction;
d. After prior written notice, repeatedly failed to comply with written directives
from City;
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e. Is adjudged as bankrupt or insolvent;
f.
Made a general assignment for the benefit of creditors;
g. Appointed a trustee or receiver for itself or any of its property;
h. Filed a petition to take advantage of any debtor's act, or to reorganize under
the bankruptcy or similar laws; or
i.
Otherwise breached a provision of the Agreement Documents or any other
Agreement between City and Contractor.
10.2.3
When any of the above reasons exist, City may terminate the Agreement, without prejudice
to any other rights or remedies of City, after giving Contractor and Contractors’ surety, if
any, 7 Days written notice of City’s intent to terminate the Agreement and Contractor’s
failure to cure any such reasons. Upon such termination, City may: (1) take possession of
the Site and of all materials thereon owned by Contractor; or (2) finish the Work by whatever
reasonable method City may deem expedient. When City terminates the Agreement for one
of the reasons state above, Contractor will not be entitled to receive further payment until
the Work is finished. If the unpaid balance of the Agreement Price existing at the time of
such termination exceeds the costs and expenses of finishing the Work and any other
damages incurred by City, such excess will be paid to Contractor. If such costs, expenses
and damages exceed such unpaid balance, Contractor must pay the difference to City. This
obligation for payment will survive termination of the Agreement.
10.3
TERMINATION BY CITY FOR CONVENIENCE
City may also terminate the Agreement at any time for its convenience upon 7 Days written
notice to Contractor specifying the termination date. In the event of termination which is
not the fault, in whole or in part, of Contractor, City will pay to Contractor only such
compensation, including reimbursable expenses, due for Work properly performed on
the Project prior to the termination date. Upon any termination of the Agreement, no
further payments will be due from City to Contractor.
10.4
A.R.S. § 38-511
The Agreement is subject to, and may be terminated by City in accordance with, the
provisions of A.R.S. § 38-511.

SECTION 11 -INSURANCE AND BONDS
11.1
INSURANCE REQUIREMENTS
11.1.1
After Agreement award, the Contractor must furnish the City a certificate of insurance on a
standard insurance industry ACORD form. The ACORD form must be issued by an insurance
company authorized to transact business in the State of Arizona possessing a current A.M.
Best, Inc. rating of A-7, or better and legally authorized to do business in the State of Arizona
with policies and forms satisfactory to City. Provided, however, the A.M. Best rating
requirement may not be deemed to apply to required Worker’s Compensation coverage.
11.1.2
The Contractor and any of its Subcontractors must procure and maintain, until all of their
obligations have been discharged, including any warranty periods under this Agreement are
satisfied, the insurances set forth below.
11.1.3
The insurance requirements set forth below are minimum requirements for this Agreement
and in no way limit the indemnity covenants contained in this Agreement.
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11.1.4
The City in no way warrants that the minimum insurance limits contained in this Agreement
are sufficient to protect Contractor from liabilities that might arise out of the performance
of the Agreement services under this Agreement by Contractor, its agents, representatives,
employees, or Subcontractors and the Contractor is free to purchase any additional
insurance as may be determined necessary.
11.1.5
Failure to demand evidence of full compliance with the insurance requirements in this
Agreement or failure to identify any insurance deficiency will not relieve the Contractor
from, nor will it be considered a waiver of its obligation to maintain the required insurance
at all times during the performance of this Agreement.
11.1.6
Use of Subcontractors: If any Work is subcontracted in any way, the Contractor must
execute a written agreement with Subcontractor containing the same Indemnification
Clause and Insurance Requirements as the City requires of the Contractor in this
Agreement. The Contractor is responsible for executing the Agreement with the
Subcontractor and obtaining Certificates of Insurance and verifying the insurance
requirements.
11.2
MINIMUM SCOPE AND LIMITS OF INSURANCE
11.2.1
The Contractor must provide coverage with limits of liability not less than those stated
below.
11.2.1.1
Commercial General Liability-Occurrence Form. Contractor must maintain “occurrence”
form Commercial General Liability insurance with a limit of not less than $2,000,000 for each
occurrence, $4,000,000 aggregate. Said insurance must also include coverage for products
and completed operations, independent contractors, personal injury and advertising injury.
If any Excess insurance is utilized to fulfill the requirements of this paragraph, the Excess
insurance must be “follow form” equal or broader in coverage scope than underlying
insurance.
11.2.1.2
Automobile Liability-Any Automobile or Owned, Hired and Non-Owned Vehicles. Contractor
must maintain Business/Automobile Liability insurance with a limit of $1,000,000 each
accident on Contractor owned, hired, and non-owned vehicles assigned to or used in the
performance under this Agreement. If any Excess or Umbrella insurance is utilized to fulfill
the requirements of this paragraph, the Excess or Umbrella insurance must be “follow
form” equal or broader in coverage scope than underlying insurance.
11.2.1.3
Workers Compensation and Employers Liability Insurance. Contractor must maintain
Workers Compensation insurance to cover obligations imposed by federal and state
statutes having jurisdiction of Contractor employees engaged in the performance of Work
under this Agreement and must also maintain Employers’ Liability insurance of not less than
$1,000,000 for each accident and $1,000,000 disease for each employee.
11.2.1.4
Builders’ Risk/Installation Floater Insurance. The Contractor bears all responsibility for loss
to all equipment or Work under construction. Unless waived in writing by the City the
Contractor will purchase and maintain in force Builders’ Risk/Installation Floater insurance
on the entire Work until completed and accepted by the City. This insurance will be Special
Causes of Loss policy form, (minimally including perils of fire, flood, lightning, explosion,
windstorm and hail, smoke, aircraft and vehicles, riot and civil commotion, theft, vandalism,
malicious mischief, and collapse), completed value, replacement cost policy form equal to
the Agreement Price and all subsequent modifications. The Contractor’s Builders’
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Risk/Installation Floater insurance must be primary and not contributory.
a. Builders’ Risk/Installation Floater insurance must cover the entire Work
including reasonable compensation for architects and engineers’ services
and expenses and other “soft costs” made necessary by an insured loss.
Builders’ Risk/Installation Floater insurance must provide coverage from the
time any covered property comes under the Contractor’s control and or
responsibility, and continue without interruption during course of
construction, renovation and or installation, including any time during which
any Project property or equipment is in transit, off Site, or while on Site for
future use or installation. Insured property must include, but not be limited
to, scaffolding, false work, and temporary buildings at the Site. This
insurance must also cover the cost of removing debris, including demolition
as may be legally required by operation of any law, ordinance, regulation or
code.
b. The Contractor must also purchase and maintain Boiler and Machinery
insurance with the same requirements as Builders’ Risk/Installation Floater
insurance cited above if the Work to be performed involves any exposures
or insurable property normally covered under a Boiler and Machinery
insurance policy or made necessary as required by law or testing
requirements in the performance of this Agreement. The Contractor will be
responsible for any and all deductibles under these policies and the
Contractor waives all rights of recovery and subrogation against the City
under the Contractor- Builders’ Risk/Installation Floater insurance described
herein.
c. Builders’ Risk/Installation Floater Insurance must be maintained until
whichever of the following first occurs: (i) final payment has been made; or,
(ii) until no person or entity, other than the City, has an insurable interest in
the property required to be covered.
d. The Builders’ Risk/Installation Floater insurance must be endorsed so that
the insurance will not be canceled or lapse because of any partial use or
occupancy by the City.
e. The Builders Risk/Installation Floater insurance must include as named
insureds, the City, the Contractor, and all tiers of Subcontractors and others
with an insurable interest in the Work who will be named as additional
insureds unless they are able to provide the same level of coverage with the
City and Contractor named as additional insureds. Certificates must contain
a provision that the insurance will not be canceled or materially altered
without at least 30 Days advance notice to the City. The City must also be
named as a Loss Payee under the Builders’ Risk/Installation Floater coverage.
f.
The Builders Risk/Installation Floater insurance must be written using the
Special Causes of Loss policy form, replacement cost basis.
g. All rights of subrogation under the Builders Risk/Installation Floater
insurance are, by this Agreement, waived against the City, its officers,
officials, agents and employees.
h. The Contractor is responsible for payment of all deductibles under the
Builders’ Risk/Installation Floater insurance policy.
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11.2.1.5
Pollution Liability Insurance (Including Errors and Omissions). For Job Orders, Pollution
Liability Insurance is only required if applicable and determined on a project specific basis.
Contractor must maintain Pollution Liability Insurance with a limit of not less than
$5,000,000 per loss, $5,000,000 aggregate for losses caused by pollution conditions
including coverage for bodily injury, property damage, defense costs, clean-up costs, and
completed operations that arise from the operations of Contractor as described in this
Agreement.
a. The policy must provide for complete professional service coverage,
including coverage for pollution liability that is a result of a breach of
professional duties.
b. The policy must provide for protection again claims for third-party bodily
injury, property damage, or environmental damage caused for pollution
conditions resulting from general contracting activities for which Contractor
is legally liable.
c. The policy must provide for cleanup costs when mandated by governmental
entities, when required by law, or as a result of third-party claims.
d. Completed Operations Coverage must be kept in place for up to the statute
of repose.
e. The policy must be endorsed to include the following additional insured
language: “City, its elected officials, trustees, employees, agents, and
volunteers must be named as additional insureds with respect to liability
arising out of the activities performed by, or on behalf of Contractor”.
f.
If Work under this Agreement requires the transportation of any hazardous
material or regulated substances, Contractor must carry Auto Liability with a
CA 9948 endorsement or equivalent.
g. If Work under this Agreement requires the disposal of any hazardous
materials from the job site, Contractor must obtain a certificate of insurance
for Pollution Legal Liability from the disposal site operator with a limit of not
less than $5,000,000 per loss, $5,000,000 aggregate.
11.3
ADDITIONAL POLICY PROVISIONS REQUIRED
11.3.1
Self-Insured Retentions or Deductibles. Any self-insured retentions and deductibles must
be declared and approved by the City. If not approved, the City may require that the insurer
reduce or eliminate any deductible or self-insured retentions with respect to the City, its
officers, officials, agents, employees, and volunteers.
11.3.2
The Contractor’s insurance must contain broad form contractual liability coverage.
11.3.3
The Contractor's insurance coverage must be primary insurance with respect to the City, its
officers, officials, agents, and employees. Any insurance or self-insurance maintained by
the City, its officers, officials, agents, and employees will be in excess of the coverage
provided by the Contractor and must not contribute to it.
11.3.4
The Contractor's insurance must apply separately to each insured against whom claim is
made or suit is brought, except with respect to the limits of the insurer's liability.
11.3.5
Coverage provided by the Contractor must not be limited to the liability assumed under the
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indemnification provisions of this Agreement.
11.3.6
The policies must contain a severability of interest clause and waiver of subrogation against
the City, its officers, officials, agents, and employees, for losses arising from Work
performed by the Contractor for the City.
11.3.7
The Contractor, its successors and or assigns, are required to maintain Commercial General
Liability insurance as specified in this Agreement for a minimum period of 3 years following
completion and acceptance of the Work. The Contractor must submit a Certificate of
Insurance evidencing Commercial General Liability insurance during this 3 year period
containing all the Agreement insurance requirements, including naming the required
Additional Insureds set forth herein.
11.3.8
If a Certificate of Insurance is submitted as verification of coverage, the City will reasonably
rely upon the Certificate of Insurance as evidence of coverage but this acceptance and
reliance will not waive or alter in any way the insurance requirements or obligations of this
Agreement.
11.3.9
Insurance Cancellation During Agreement Term.
11.3.9.1
If any of the required policies expire during the life of this Agreement, the Contractor must
forward renewal or replacement Certificates to the City within 10 Days after the renewal
date containing all the required insurance provisions.
11.3.9.2
Each insurance policy required by the insurance provisions of this Agreement must provide
the required coverage and must not be suspended, voided or canceled except after 30 Days
prior written notice has been given to the City, except when cancellation is for non-payment
of premium, then 10 Days prior notice may be given. Such notice must be sent directly to
Chandler Law-Risk Management Department, Post Office Box 4008, Mailstop 628, Chandler,
Arizona 85225. If any insurance company refuses to provide the require notice, the
Contractor or its insurance broker must notify the City of any cancellation, suspension, non-
renewal of any insurance within 7 Days of receipt of insurers’ notification to that effect.
11.3.10
City as Additional Insured. The above-referenced policies are to contain, or be endorsed to
contain, the following provisions:
11.3.10.1
The Commercial General Liability and Automobile Liability policies are to contain, or be
endorsed to contain, the following provisions: The City, its officers, officials, agents, and
employees are additional insureds with respect to liability arising out of activities performed
by, or on behalf of, the Contractor including the City's general supervision of the Contractor;
Products and Completed Operations of the Contractor; and automobiles owned, leased,
hired, or borrowed by the Contractor.
11.3.10.2
The City, its officers, officials, agents, and employees must be additional insureds to the full
limits of liability purchased by the Contractor even if those limits of liability are in excess of
those required by this Agreement.
11.4
BONDS AND OTHER PERFORMANCE SECURITY
11.4.1
After Agreement award, Contractor must provide a Performance Bond and a Payment
Bond, each in an amount equal to the full amount of the Agreement Price.
11.4.2
Each such bond must be executed by a surety company or companies holding a Certificate
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of Authority to transact surety business in the State of Arizona, issued by the Director of the
Arizona Department of Insurance and must be named in the current 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 Audit Staff Bureau of
Accounts, U.S. Treasury Department. A copy of the Certificate of Authority must accompany
the bonds. The Certificate must have been issued or updated within two (2) years prior to
the execution of this Agreement. The bonds must be written or countersigned by an
authorized representative of the surety who is either a resident of the state of Arizona or
whose principal office is maintained in this state, as by law required.
11.4.3
The bonds must be made payable and be acceptable to City. The bond forms for the
performance and payment bonds must be in the forms required under A.R.S. § 34-221, et.
Seq., as in Appendices 4 and 5 of these General Conditions.
11.4.4
Upon the request of any person or entity appearing to be a potential beneficiary of bonds
covering payment of obligations arising under the Agreement Documents, Contractor must
promptly furnish a copy of the bonds or must permit a copy to be made.
11.4.5
All bonds submitted for this Project must be provided by a company which has been rated AM
Best rating of A- or better for the prior four quarters by the latest edition of the ‘Results
Best’s Key Rating Guide (Property/Casualty)” published by the A.M. Best Company.
11.4.6
Personal or individual bonds are not acceptable.
11.4.7
If the surety on any Bond furnished by Contractor is declared a bankrupt or becomes
insolvent, or Contractor’s right to do business is terminated in any state where any part of
the Project is located, or it ceases to meet the requirements of this Section 11.4, Contractor
must within 5 Days thereafter substitute another Bond and surety, both of which must be
acceptable to City.

SECTION 12 - INDEMNIFICATION
12.1
To the extent permitted by law, the Contractor and its owners, officers, directors, agents,
employees, and subconsultants (collectively "lndemnitor") must indemnify, save, and hold
harmless the City and its officers, officials, agents, and employees (collectively "lndemnitee")
from any and all claims, actions, liabilities, damages, losses, or expenses (including court
costs, attorneys' fees, and costs of claim processing, investigation, and litigation) (collectively
"Claims") caused or alleged to be caused, in whole or in part, by the negligent, reckless,
wrongful, or willful acts, errors, or omissions of Indemnitor in connection with this
Agreement. This indemnity includes any Claim or amount arising out of or recovered under
workers' compensation laws or on account of Indemnitor's failure to conform to any federal,
state, or local law, statute, ordinance, rule, regulation, or court decree. Indemnitor must
indemnify lndemnitee from and against any and all Claims, except those arising solely from
lndemnitee's own negligent, reckless, wrongful, or willful acts, errors, or omissions.
Indemnitor is responsible for primary loss investigation, defense, and judgment costs where
this indemnification applies. In consideration of the award of this Agreement, Indemnitor
agrees to waive all rights of subrogation against lndemnitee for losses arising from or
related to this Agreement. Indemnitor's obligations under this provision survive the
termination or expiration of this Agreement.

SECTION 13 -DISPUTE RESOLUTION
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13.1
All disputes arising out of or relating to the Agreement, the Work or the Project, other than
termination under Section 10, will be resolved pursuant to the Dispute Resolution
process set forth in Appendix 6 of these General Conditions, and not pursuant to MAG
Specifications § 110.
13.2
Contractor agrees that during any dispute between the parties, Contractor will continue to
perform its obligations under the Agreement until such dispute is resolved.
13.3
Notwithstanding any other provision in this Agreement, City has the right to immediately file
in court and pursue an action for a temporary restraining order and injunctive relief against
Contractor if City determines that such action is necessary to protect its interests under the
Agreement, to obtain specific performance of any provision of the Agreement, to advance
the completion of the Project, or to protect health, welfare and safety.

SECTION 14 - MISCELLANEOUS PROVISIONS
14.1
AGREEMENT DOCUMENTS
14.1.1
The Agreement Documents are intended to permit the parties to complete the Work
and all obligations required by the Agreement Documents within the Agreement Times for
the Agreement Price. The Agreement Documents are intended to be complementary and
interpreted in harmony so as to avoid conflict, with words and phrases interpreted in a
manner consistent with construction and design industry standards.
14.1.2
It is the intent of the Agreement Documents to describe a functionally complete Project (or
part thereof) to be constructed in accordance with the Agreement Documents. Any labor,
documentation, services, materials, or equipment that may reasonably be inferred from the
Agreement Documents or from prevailing custom or trade usage as being required to
produce the intended result must be provided by Contractor whether or not specifically
called for at no additional cost to City.
14.1.3
The Agreement Documents establish the rights and obligations of the parties and include
the Agreement, Addenda (which pertain to the Agreement Documents), Contractor's Bid or
Proposal (including documentation accompanying the Bid and any post-Bid documentation
submitted prior to Agreement award) when attached as an exhibit to the Agreement, the
accepted Project Schedule, the Notice to Proceed, the Performance Bond, the Payment
Bond, Project Design, Engineering and Specifications, these General Conditions, the Project
Specific Special Provisions, Technical Specifications, Agreement Drawings, as the same may
be more specifically identified in the Agreement, Change Orders, Work Change Directives,
Field Orders and the written interpretations and clarifications of the Design Professional or
City representative and Modifications issued after execution of the Agreement. Approved
Shop Drawings and the reports and drawings of subsurface and physical conditions are not
Agreement Documents.
14.1.4
In the event of any inconsistency, conflict, or ambiguity between or among the Agreement
Documents, the Agreement Documents will take precedence as follows from highest to
lowest: Change Orders, Addenda, Agreement, Project Specific Special Provisions, General
Conditions, Technical Specifications, Drawings/Plans, Chandler Amendments to MAG
Standard Specifications and Chandler Standard Details, and MAG Uniform Standard
Specifications and Details for Public Works Construction. If applicable to this Agreement,
Federal Provisions prevail.
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14.1.5
On the Drawings, given dimensions will take precedence over scaled measurements and
large scale drawings over small-scale drawings.
14.1.6
Clarifications and interpretations of the Agreement Documents will be issued by the Design
Professional through the City.
14.1.7
The headings used in this Agreement or any other Agreement Documents, are for ease of
reference only and must not in any way be construed to limit or alter the meaning of any
provision.
14.1.8
The Agreement Documents form the entire agreement between City and Contractor.
No oral representations or other agreements have been made by the parties except as
specifically stated in the Agreement Documents.
14.1.9
The Agreement Documents may not be changed, altered, or amended in any way except in
writing signed by a duly authorized representative of each party in the form of a Change
Order.
14.1.10
Re-Use of Documents. Neither Contractor nor any Subcontractor, manufacturer, fabricator,
supplier or distributor will 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 the Design Professional; and they must not re-use any of them on
extensions of the Project or any other project without written consent of City and the Design
Professional and specific written verification or adaptation by the Design Professional.
14.2
REFERENCE STANDARDS
14.2.1
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, will 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
Agreement Documents.
14.2.2
The provisions of any such standard, specification, manual or code, or any instruction of a
Supplier will not change the duties or responsibilities of City, Contractor, Design
Professional or Project Manager, or any of their Subcontractors, consultants, agents, or
employees from those set forth in the Agreement Documents, nor will any such provision
or instruction assign to City, Contractor, Design Professional, or any of their agents, or
employees 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
Agreement Documents.
14.3
COMPLIANCE WITH ARIZONA LAW AND FEDERAL LAW
14.3.1
Compliance with A.R.S. § 41-4401. Pursuant to the provisions of A.R.S. § 41-4401, the
Contractor hereby warrants to the City that the Contractor and each of its subcontractors
(“Subcontractors”) must comply with all Federal Immigration laws and regulations that
relate to the immigration status of their employees and the requirement to use E-Verify set
forth in A.R.S. §23-214(A).
14.3.2
A breach of the Contractor Immigration Warranty constitutes a material breach of this
Agreement and subject to penalties up to and including termination of this Agreement.
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14.3.3
The City retains the legal right to inspect the papers of any Contractor or Subcontractor
employee who works on this Agreement to ensure that the Contractor or Subcontractor is
complying with the Contractor Immigration Warranty. The Contractor agrees to assist the
City in the conduct of any such inspections.
14.3.4
The City may, at its sole discretion, conduct random verifications of the employment records
of the Contractor and any Subcontractors to ensure compliance with Contractors
Immigration Warranty. The Contractor agrees to assist the City in performing any such
random verifications.
14.3.5
The provisions of this Article must be included in any agreement the Contractor enters into
with any and all of its subcontractors who provide services under this Agreement or any
subcontract. “Services” are defined as furnishing labor, time or effort in the State of Arizona
by a contractor or subcontractor. Services include construction or maintenance of any
structure, building or transportation facility or improvement to real property.
14.4
HAZARDOUS ENVIRONMENTAL CONDITIONS
14.4.1
Contractor will 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 Agreement Document to be within the scope of the Work. Contractor will
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.
14.4.2
If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone
for whom Contractor is responsible creates a Hazardous Environmental Condition.
Contractor must immediately:
a. Secure or otherwise isolate such condition;
b. Stop all Work in connection with such condition and in any area affected
thereby; and
c. Notify City and promptly thereafter confirm such notice in writing.
14.4.3
City will promptly retain a qualified expert to evaluate such condition or take corrective
action, if any.
14.4.4
Contractor will be responsible for any and all civil or criminal penalties, fines, damages, or
other charges imposed by any regulatory agency or court for sewage discharges that are in
violation of applicable statutes and laws and that are a result, direct or indirect, of work
performed under this Agreement. Contractor will also be responsible for reimbursement
to City for administration, reporting, and tracking expenses required as a result of any spill
event. In the event the regulatory agency or court imposes a probationary period,
Contractor must post bond for the probationary period to ensure that all such costs are
reimbursed to City. This responsibility will apply whether penalties are imposed directly on
Contractor or any of its Subcontractors, or the City of Chandler. Contractor must defend
and indemnify City against such penalties. Regulatory agencies may include, but are not
limited to, the Arizona Department of Environmental Quality (ADEQ) and the United States
Environmental Protection Agency (USEPA).
14.5
COOPERATION AND FURTHER DOCUMENTATION
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Contractor agrees to provide City such other duly executed documents as may be
reasonably requested by City to implement the intent of the Agreement Documents.
14.6
ASSIGNMENT
Neither Contractor nor City will, without the written consent of the other assign, transfer or
sublet any portion of this Agreement or part of the Work or the obligations required by
the Agreement Documents, any such assignment will be void, will transfer no rights to the
purported assignee, and would be a material breach of the Agreement.
14.7
SUCCESSORS
Contractor and City intend that the provisions of the Agreement Documents are binding
upon the parties, their employees, agents, heirs, successors and assigns.
14.8
LAWFUL PRESENCE
Pursuant to A.R.S. §§ 1-501 and 1-502, City is prohibited from awarding an agreement to any
natural person who cannot establish that such person is lawfully present in the United
States. To establish lawful presence, a person must produce qualifying identification and
sign a City-provided affidavit affirming the identification provided is genuine. This
requirement will be imposed at the time of agreement award. This requirement does not
apply to business organizations such as corporations, partnerships, or limited liability
companies.
14.9
NO BOYCOTT OF ISRAEL CERTIFICATION
By Contractor's signature on this Agreement, Contractor certifies under A.R.S. § 35-393.01
that Contractor is not currently engaged in and for the duration of this Agreement will not
engage in a boycott of Israel.
14.10
NO THIRD PARTY BENEFICIARY
Nothing under the Agreement Documents will be construed to give any rights or benefits
in the Agreement Documents to anyone other than City and Contractor, and all duties and
responsibilities undertaken pursuant to the Agreement Documents will be for the sole and
exclusive benefit of City and Contractor and not for the benefit of any other party, unless
otherwise expressly set forth in the Agreement Documents.
14.11
GOVERNING LAW AND VENUE
The Agreement and all Agreement Documents will be deemed to be made under, and will
be construed in accordance with and governed by the laws of the State of Arizona without
regard to the conflicts or choice of law provisions thereof. Any court action to enforce any
provision of the Agreement or to obtain any remedy with respect hereto must be brought
in the Superior Court, Maricopa County, Arizona, and for this purpose, each party hereby
expressly and irrevocably consents to the jurisdiction and venue of such Court.
14.12
SEVERABILITY
If any provision of the Agreement Documents or the application thereof to any person or
circumstance will be invalid, illegal or unenforceable to any extent, the remainder of the
affected provision, the remainder of the Agreement Documents, and the application
thereof will not be affected and will be enforceable to the fullest extent permitted by law.
14.13
LEGAL REQUIREMENTS
At all times relevant to its entry into this Agreement and performance of the Services and
the Work, Contractor must fully comply with all Laws, Regulations, or Legal Requirements
applicable to City, the Project, and the Agreement, including, without limitation, those set
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forth on Exhibit C of the Agreement.
14.14
PARTIAL INVALIDITY
If any provision of the Agreement is held by a court of competent jurisdiction to be invalid,
void or unenforceable, the remaining provisions will nevertheless continue in full force
without being impaired or invalidated in any way.
14.15
ATTORNEYS' FEES
Should either party to the Agreement bring an action to enforce any provision of the
Agreement, the prevailing party will be entitled to recover reasonable attorneys' fees and
costs in connection therewith.
14.16
CONFLICT OF INTEREST
14.16.1
Contractor agrees to disclose any financial or economic interest with the Project property,
or any property affected by the Project, existing prior to the execution of the Agreement.
Further, Contractor agrees to disclose any financial or economic interest with the Project
property, or any property affected by the Project, if Contractor gains such interest during
the course of this Agreement. If Contractor gains financial or economic interest in the
Project during the course of this Agreement,
this may be grounds for terminating this
Agreement. Any decision to terminate the Agreement must be at the sole discretion of City.
14.16.2
Contractor will not engage the services on this Agreement of any present City employee who
was involved as a decision maker in the selection or approval processes, or who negotiated
or approved billings or Agreement Modifications for this Agreement.
14.16.3
Contractor agrees that it will not perform services on this Project for a contractor,
subcontractor, or any supplier, not covered under this Agreement.
14.17
INDEPENDENT CONTRACTOR
Contractor is and must be an independent contractor. Any provisions in the Agreement
Documents that may appear to give City the right to direct Contractor as to the details of
accomplishing the Work or to exercise a measure of control over the Work means that
Contractor must follow the wishes of City as the results of the Work only. These results
must comply with all applicable laws and ordinances.
14.18
NOTICE OF INJURY
Should City or Contractor suffer injury or damage to their person or property because of
any error, omission or act of the other party or of any of the other party's employees or
agents or others for whose acts the other party is legally liable, claim must be made in
writing to the other party within 7 Days of the first observance of such injury or damage.
14.19
CONFIDENTIALITY
Contractor, for the benefit of City, hereby agrees it will not release or cause or permit
to be released to the public any press notices, publicity (oral or written) or advertising
promotion relating to, any statement regarding, or any other public announcement or
disclosure or cause or permit to be publicly announced or disclosed, in any manner
whatsoever, the specific terms and conditions of this Agreement or any comment relating
to the Project or the Site. Notwithstanding the foregoing, Contractor will be entitled to
disclose the terms of the Agreement to the extent required by law or in the course of
enforcing or defending a claim or action hereunder. Contractor must give City reasonably
prompt notice of any disclosure or statement made pursuant to this provision.
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14.20
DATA CONFIDENTIALITY
14.20.1
As used in the Agreement, “data” means all information, whether written or verbal, including
plans, specifications, renderings, photographs, studies, investigations, audits, analyses,
samples, reports, calculations, internal memos, meeting minutes, data field notes, work
product, proposals, correspondence and any other similar documents or information
prepared by, obtained by, or transmitted to the City in the performance of this Agreement.
14.20.2
Contractor agrees that all data, regardless of form, including originals, images, and
reproductions, prepared by, obtained by, or transmitted to City in connection with the
Contractor’s performance of this Agreement is confidential and proprietary information
belonging to City.
14.20.3
Except as specifically provided in this Agreement, Contractor or its Subcontractors must not
divulge data to any third party without prior written consent of City. Contractor or its
Subcontractors must not use data for any purposes except to perform Work required under
this Agreement. These prohibitions will not apply to the following data provided Contractor
has first given the required notice to City:
a. Data which was known to Contractor or its Subcontractors prior to its
performance under this Agreement unless such data was acquired in
connection with Work performed for City;
b. Data which was acquired by Contractor or its Subcontractors in its
performance under this Agreement and which was disclosed to Contractor
or its Subcontractors by a third party, who to the best of Contractor’s or its
Subcontractor’s knowledge and belief, had the legal right to make such
disclosure and Contractor or its Subcontractors are not otherwise required
to hold such data in confidence; or
c. Data which is required to be disclosed by virtue of law, regulation, or court
order, to which the Contractor or its Subcontractors are subject.
14.20.4
In the event the Contractor or its Subcontractors are required or requested to disclose data
to a third party, or any other information to which the Contractor or its Subcontractors
became privy as a result of any other agreement with City, the Contractor must first notify
City as set forth in this Section of the request or demand for the data. The Contractor or its
Subcontractors must give City sufficient facts so that City can be given an opportunity to
first give its consent or take such action that City may deem appropriate to protect such
data or other information from disclosure.
14.20.5
Unless prohibited by law, within 10 Days after completion of services for a third party on
real or personal property owned or leased by City, the Contractor must promptly deliver, as
set forth in this Section, a copy of all data to City. All data will continue to be subject to the
confidentiality agreements of this Agreement.
14.20.6
Contractor or its Subcontractors assume all liability for maintaining the confidentiality of
the data in its possession and agree to compensate City if any of the provisions of this
Section are violated by Contractor, its employees, agents, or Subcontractors. Solely for the
purposes of seeking injunctive relief, it is agreed that a breach of this Section will be deemed
to cause irreparable harm that justified injunctive relief in court. Contractor agrees that the
requirements of this Section will be incorporated into all subcontracts entered into by
Contractor. A violation of this Section may result in immediate termination of this
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Agreement without notice.
14.21
SURVIVAL
All warranties, representations and indemnifications by Contractor must survive the
completion or termination of this Agreement.
14.22
COVENANTS AGAINST CONTINGENT FEES
Contractor warrants that no person has been employed or retained to solicit or secure
this Agreement upon an agreement or understanding for a commission, percentage,
brokerage, or contingent fee, and that no member of City Council, or any employee of
City has any interest, financially, or otherwise, in the firm. For breach or violation of this
warrant, City will have the right to annul the Agreement without liability or at its discretion
to deduct from the Agreement Price or consideration, the full amount of such commission,
percentage, brokerage, or contingent fee.
14.23
NO WAIVER
The failure of either party to enforce any of the provisions of the Agreement Documents or
to require performance of the other party of any of the provisions hereof must not be
construed to be a waiver of such provisions, nor will it affect the validity of the Agreement
Documents or any part thereof, or the right of either party to thereafter enforce each and
every provision.
14.24
NONEXCLUSIVE REMEDIES
The remedies set forth in this Agreement are cumulative and not exclusive, and failure to
exercise any remedy (including, without limitation, any right to terminate) will not preclude
any party from exercising any other right in seeking any other remedy available to it at law
or in equity.
14.25
PROJECT COMMUNICATIONS
14.25.1
All communications concerning the performance of the Work or the Project will be provided
to the designated Project Manager and Contractor’s Representative set forth in Article 1
of the Agreement. City may change the designated Project Manager and, subject to
Section 4.4.20 of
these General Conditions, Contractor may change Contractor
Representative, by written notice to the other.
14.25.2
Project communications may be exchanged by e-mail, but email communications cannot
change the terms of the Agreement or the Scope of Work, or effectuate any change that
requires a written Change Order.
14.25.3
When any provisions of the Agreement Documents requires Contractor or the Design
Professional to give written notice to City, it will be deemed to have been validly given if
delivered in person or if delivered at or sent by registered or certified mail, postage prepaid,
to the Parties indicated in Agreement Article 1, incorporated by reference.
14.25.4
When any provisions of the Agreement Documents requires City, Project Manager, or the
Design Professional to give written notice to Contractor, it will be deemed to have been
validly given if delivered in person to the person designated in the Agreement Documents
as Contractor’s Resident Superintendent, or if delivered at or sent by registered or certified
mail, postage prepaid, to Contractor at the last address in the Agreement Documents or
such substitute address which Contractor designates in writing, or to the business address
known to the giver of notice.
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14.26
DRUG FREE WORKPLACE PROGRAM
14.26.1
City has adopted a policy establishing a drug free workplace for itself and as a requirement
for Contractors doing business with City, to ensure the safety and health of employees
working on City projects.
14.26.2
Contractor must require a drug free workplace for all employees working under the
Agreement. Specifically, all employees of Contractor who are working under an
agreement with City must be notified, in writing, by Contractor that they are prohibited
from the manufacture, distribution,
dispensation, possession or unlawful use of a
controlled substance in the workplace.
14.27
Failure to require a drug free workplace in accordance with the City’s policy may result
in termination of the Agreement and possible debarment form bidding on future City
projects.
SECTION 15 - PROVISIONS APPLICABLE SOLELY TO GMP AND COST-BASED AGREEMENTS,
CHANGE ORDERS, AND JOB ORDERS
15.1
ADDITIONAL DEFINITIONS
The definitions set forth in Section 2 apply to GMP and Cost-Based Agreements, Change
Orders, and Job Orders, together with the additional definitions set forth below.

Baseline Cost Model –
A breakdown and estimate of the scope of the Project developed by CM@Risk pursuant to Section 17.5
of these General Conditions.

CM@Risk or Construction Manager at Risk –
The person or firm selected by City to provide pre-construction and/or construction services as
detailed in a Construction Manager at Risk Agreement with City. In these General Conditions, the
term “Contractor” includes CM@Risk under both Pre-Construction and Construction Services
Agreements.
CM@Risk Fee or Contractor’s Fee –
An agreed to percentage in an accepted GMP that represents the Contractor’s fee for performance of
the Work.

Agreement Documents –
Where compensation under the Agreement is based upon a GMP accepted by City, the term
“Agreement Documents” also includes the accepted GMP Proposal.

Agreement Price –
Where compensation under the Agreement based upon a GMP accepted by City, the term
“Agreement Price” refers to the GMP.

Cost-Based Agreement, Change Order, or Job Order –
A Agreement, Change Order, or Job Order where the Agreement Price is based upon the actual
cost of performing the Work, subject to the terms of the Agreement Documents, including this
Section 15. These would include those generally referred to as “Cost of the Work plus a Fee with
a GMP,” “Time and Materials,” or “Cost Plus a Fee.”

Cost of the Work –
The direct costs necessarily incurred by Contractor in the proper, timely, and complete performance
on the Work. The Cost of the Work will include only those costs set forth in Section 15.2 of these
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Deliverables –
The work products prepared by Contractor in performing the scope of work described in the
Agreement. Some of the major deliverables to be prepared and provided by Contractor during pre-
construction may include but are not limited to: the Baseline Cost Model and Schedule that validate
City’s plan and budget, Construction Management Plan, Detailed Project Schedule, Schedule of Values,
alternative system evaluations, procurement strategies and plans, Detailed Cost Estimates,
construction market surveys, cash flow projections, GMP Proposals, Subcontractor procurement plan,
Subcontractor agreements, Subcontractor bid packages, Supplier agreements, Constructability
Review, Cost Control Log, Traffic control and phasing plans and others as indicated in this Agreement
or required by the Project Team.

Pre-Construction Services Agreement –
The Agreement entered into between City and the CM@Risk for Pre-Construction Services to be
provided by the CM@Risk, including, without limitation, the generation of a GMP Proposal. If the GMP
Proposal is accepted by City and a Construction Agreement is entered into between City and CM@Risk,
the duties, obligations and warranties of the CM@Risk under the Pre-Construction Services
Agreement survive and are incorporated into the resulting Construction Agreement.

Pre-Construction Services –
The services to be provided under the Pre-Construction Services Agreement, including Section 17 of
these General Conditions.

Detailed Project Schedule –
The Detailed Project Schedule developed by the CM@Risk for the review and approval of the Project
Manager in accordance with Section 17.3 of these General Conditions, if applicable.

General Conditions Costs –
Those costs set forth in Section 4 of Appendix 9 to these General Conditions.

GMP Plans and Specifications –
The plan and specifications upon which the Guaranteed Maximum price Proposal is based.

GMP Proposal –
The proposal of Contractor submitted pursuant to Section 17.7 of these General Conditions for the
entire Work and/or portion (phases) of the Work.

Guaranteed Maximum Price or GMP –
The Guaranteed Maximum Price set forth in the Agreement, Change Order, or Job Order if applicable.
15.2
AGREEMENT PRICE
15.2.1
The Agreement Price for all Agreements, Change Orders, and Job Orders based upon
payment of the Cost of the Work plus a Fee with a GMP, time and materials, or cost-plus a
fee will be the Cost of the Work incurred plus the Fee agreed to in writing by City, limited to
the amount of the GMP, if agreed to. Unless otherwise expressly provided in the Agreement,
Change Order, or Job Order, all Cost Based pricing will be subject to and limited to GMP.
15.2.2
The Agreement Price may only be changed as set forth in Section 9 above.
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15.2.3
Only costs specifically designated as reimbursable costs are eligible for payment by City or
may be charged against the Agreement Price. All other costs will not be paid by City and will
not be chargeable against the Agreement Price.
15.2.4
Cost-Based Agreements. For Agreements, Change Orders, or Job Orders, reimbursable
costs must be determined pursuant to Appendix 9 to these General Conditions, Cost of the
Work, and not by MAG Specifications §109.5.
15.3
ALLOWANCES
15.3.1
Contractor must include in the Agreement Price all Allowances stated in the Agreement
Documents and agreed to in writing by City. Items covered by these Allowances must be
supplied for such amounts and by such persons as City may direct, provided Contractor will
not be required to employ persons against whom Contractor makes a reasonable objection.
Materials, labor, and equipment under an Allowance will be selected by City in accordance
with a schedule to be mutually agreed upon by City, Design Professional and Contractor or
otherwise in reasonably sufficient time to avoid delay in the Work.
15.3.2
Unless otherwise provided in the Agreement Documents:
15.3.2.1
These Allowances must cover the cost to Contractor, less any applicable trade discount, of
the materials, labor, and equipment required by the Allowances, delivered at the Site, and
all applicable taxes;
15.3.2.2
Contractor’s costs for unloading and handling on the Site, labor, installation costs, overhead,
profit and other expenses relating to materials, labor, and equipment required by the
Allowance must be included in the Agreement Sum and not in the Allowance; and
15.3.2.3
Whenever the cost is more or less than the Allowance, the Agreement Sum must be
adjusted accordingly by Change Order, the amount of which will recognize the difference
between actual costs for an Allowance item and the amount of the Allowance item and
changes, if any, in handling costs on the Site, labor, installation costs, overhead, profit and
other expenses.
15.4
CONTINGENCY
An agreed to amount in the GMP that may only be used in accordance with the terms set
forth in these General Conditions and with prior written approval by the City.
15.4.1
Construction Contingency. This GMP includes a dollar amount listed as a Construction
Contingency which will be readily available for increased costs for subcontractors, material,
and equipment subject to prior approval of City, which approval will not be withheld
unreasonably. The Construction Contingency may also be used, at the discretion of City, to
reimburse CM@Risk for unexpected costs due to (a) scope gaps between trade
subcontractors; (b) agreement default by trade subcontractors; (c) unforeseen field
conditions, but only as defined in Section 9.5 above; (d) work completed to meet the intent
of the design, but which was not indicated on the plans; (e) costs overruns not covered by
allowances; (f) costs of corrective work not provided for elsewhere; and (g) implementation
of any Recovery Plan. Cost for which CM@Risk desires to be paid from the Construction
Contingency must be documented by CM@Risk on a time and materials basis and are
subject to verification by City. If agreed to by City, a “Use of Contingency” form will be
executed by both parties authorizing the actual cost of the work to be paid and included in
the Work Item Direct Costs. The Construction Contingency is not allocated to any particular
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item of the Project but may be used for any portion of the work as determined above. Any
amount not used in the Construction Contingency will belong to City and will reduce the
GMP.
15.4.2
Owner’s Contingency. This GMP also includes a dollar amount listed as an Owner’s
Contingency which may be used only by the City (owner department) for upgrades and
changes in scope or other changes not already included within the intent of the Project
Program. City will provide CM@Risk with a Work Change Directive authorizing CM@Risk to
perform the additional work and to transfer funds from the Owner’s Contingency to the
Work Item Direct Costs category to be paid with such direct costs. These additional costs
will be in an amount mutually agreed upon by CM@Risk and City or will be documented by
CM@Risk on a time and materials basis and are subject to verification by City. Any amount
not used in the Owner’s Contingency will belong to the City and will reduce the GMP.
15.5
REDUCTION IN RETENTION
If the Agreement Price is based upon a GMP, in order to receive payment of one-half of the
retention as set forth in Section 8.1.5 above, Contractor must also submit to the Project
Manager a complete accounting of the Actual Reimbursable Cost of the Work to date,
including all such documentation (including, without limitation, invoices, subcontract,
subcontractor change orders, purchase orders, records of payment, etc.) as City may require,
to establish whether the payments made to Contractor equal, exceed, or are less than the
actual reimbursable Cost of the Work to date. Any excess payments by City, as determined
by the Project Manager, will be deducted from the one-half retention payment to be made
to Contractor, and any additional excess amounts paid to Contractor will be refunded by
Contractor to City. The Project Manager’s determinations as to Actual Reimbursable Cost
of the Work will be the basis of payment until final Project Closeout and Final Payment
under the Agreement.
15.6
FINAL PAYMENT
If the Agreement Price is based upon a GMP, as a further condition precedent to Final
Payment by City, Contractor must submit to the Project Manager a complete final
accounting of the Actual Reimbursable Cost of the Work, including all such documentation
(including, without limitation,
invoices, subcontracts, subcontractor change orders,
purchase orders, records of payment, etc.) as City may require, to establish whether the
payments made to Contractor equal, exceed, or are less than the Actual Reimbursable Cost
of the Work to date. Any excess payments by City, as determined by the Project Manager,
will be deducted from the one-half retention payment to be made to Contractor, and any
additional excess amounts paid to Contractor will be refunded by Contractor to City.
Disputes relating to the Final Cost of the Work will be subject to City’s audit rights under
Sections 8.8 above and 15.7 below, and the dispute resolution process under Section 13
above.
15.7
OPEN BOOK
On any GMP-based or Cost-Based Agreement, Job Order, or Change Order, City may attend
any and all meetings or discussions pertaining to the Project, including bid openings, and
must have access to all books, invoices, accounts, memoranda, correspondence, and
written communications or records of any kind pertaining to the Project, including without
limitation, those stored in electronic format.
15.8
DIFFERING SITE CONDITIONS AND/OR CHANGE IN LAWS
A Change Order for increased costs under Section 9.5 or 9.6 above will only be considered
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or granted by City to the extent such actual, documented costs are justified.

SECTION 16 - PROVISIONS APPLICABLE SOLELY TO JOB ORDER AGREEMENTS (JOC)
16.1
ADDITIONAL DEFINITIONS
The definitions set forth in Sections 2 and below will apply to all Job Order Agreements and
Job Orders. In addition, the definitions set forth in Section 15.1 above will apply to all Cost-
Based Job Orders.

Agreement –
Includes the Job Order Master Agreement and Job Order Project Agreements issued and agreed to by City
and JOC Contractor.

JOC Contractor’s Coefficient –
A numerical factor that represents JOC Contractor total costs (indirect and direct costs, sales tax,
profit, etc.) and other adjustments for market conditions.

Job Order Request for Proposal (RFP) –
The Request for Proposals issued by City for each Job Order Project Agreement relating to a specific
Project.

Job Order Cost Proposal –
The Proposal submitted by JOC Contractor in response to a Job Order Request for Proposal (RFP) issued
by City to develop a Job Order Project Agreement for a specific Project.

Guaranteed Maximum Price (GMP) Job Order –
Job Order under which JOC Contractor is compensated for actual costs incurred.

Job Order Project Agreement (Job Order) –
The agreement for a specific project, as it may be modified by all Change Orders, executed by the
Parties, which incorporates the terms and conditions of the Job Order Master Agreement.
16.2
ORDERING AND PROCESSING PROCEDURES FOR JOB ORDERS
16.2.1
The process for developing and issuing a Job Order for a particular Project consists of three
(3) procedures: (1) issuance of a RFP by City; (2) JOC Contractor’s response to the RFP in the
form of JOC Contractor’s Job Order Cost Proposal; and (3) Issuance of a Job Order by City, as
set for below.
16.2.2
RFP’s For Job Orders
16.2.2.1
City will provide to JOC Contractor RFP with a Scope of Work (SOW) describing the Work to
be performed, which may include special instructions and conditions, material submittal
requirements, and, if applicable, a complete set of sketches, construction drawings and
specifications for the Job Order.
16.2.2.2
Some Job Order RFP’s will be issued by City without detailed sketches, drawing and
specifications and will rely on JOC Contractor to produce them for City review and approval
and is considered to be Pre-Construction and incidental design services included in JOC
Contractor’s overhead for GMP Job Orders. In addition JOC Contractor will not be
reimbursed for any Pre-Job Order costs, including proposal preparation, attendance during
negotiations, or site visits.
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16.2.3
JOC Contractor’s Job Order Cost Proposal
16.2.3.1
JOC Contractor must respond within ten (10) calendar days of the RFP date or site visit,
whichever is later or as otherwise indicated on a case-by-case basis, by submitting JOC
Contractor’s Job Order Cost Proposal to the City representative.
16.2.3.2
Unless otherwise required under the terms of the RFP, JOC Contractor’s Job Order Cost
Proposal must include the following.
a. JOC Contractor’s Job Order Cost Proposal in PDF and electronic format;
b. A Project Schedule and schedule of values that reflects the costs of each work
element on the schedule. The schedule must show all milestones (e.g.,
permits, submittals, ordering materials, demolition, work phases, closeout
and completion date); and
c. Necessary documentation will be required to indicate that adequate scoping,
layout, setup and planning to accomplish the Work has been done.
Examples of documentation that might reasonably be expected include
sketches, drawings, calculations, catalog cuts and specifications produced
to a level of detail and skill that could be expected of experienced,
competent Project Managers with five or more periods experience in their
respective trade.
16.2.3.3
JOC Contractor must select Subcontractors based on qualifications alone or on a
combination of qualifications and price and must not select Subcontractors based on
price alone. A qualifications and price selection may be a one-step selection based on
a combination of qualifications and price or two-step selection. In a two-step selection,
the first step must be based on qualifications alone and the second step may be based or
a combination of qualifications and price or on price alone.
16.2.3.4
Upon request, JOC Contractor must provide City with copies of Subcontractor quotes and
the basis for selection of each Subcontractor.
16.2.3.5
If City objects to a selected Subcontractor, City will make the objection and the reasons for
the objection known to the JOC Contractor. JOC Contractor must then present an
acceptable Subcontractor for the applicable discipline. City will not unreasonably object
to or withhold approval of a Subcontractor.
16.2.3.6
For self-performed work, the City retains the right to have the JOC Contractor establish JOC
Contractor’s costs by bidding their costs against at least three (3) other interested trade
Contractors. No self- performed work will be allowed to be performed on a lump sum basis.
16.2.4
Issuance of Job Order
16.2.4.1
City Representative will compare the JOC Contractor’s Job Order Cost Proposal with the City’s
estimate,
schedules and other requirements, and then, if the City Representative
determines it is in the best interest of City, arrange a meeting with JOC Contractor, at which
time the JOC Contractor’s Job Order Cost Proposal will be discussed and negotiated.
16.2.4.2
If the City Representative determines that it is in the best interest of the City, City will then
issue a Job Order to JOC Contractor for execution.
16.2.4.3
Specific Job Orders may vary, but unless agreed to by City in writing otherwise, the content
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of Job Orders under the Agreement will generally be as follow, all of which will be signed
and/or initialed by JOC Contractor’s designated representative:
a. The description of the Scope of the Work and Project Schedule (attached as
Exhibit A to the Job Order);
b. The address or location of the Work;
c. The Agreement Price for Work (Construction) included in the Project
(attached as Exhibit B to the Job Order);
d. The name of the JOC Contractor representative for the Project;
e. The Drawings and Specifications for the Project;
f.
If any shop drawings, project date and/or samples are required for the Job
Order, the date for delivery of each required item (included in the Project
Schedule, Exhibit A to the Job order); and
g. Project Specific Provisions, if any, in Exhibit A to the Job Order,
including, without limitation, whether any of the following are required:
Pre-Construction Conference, weekly progress meetings, field office,
storage enclosure, materials and equipment handling facility, submittals,
shop drawings, product data, equipment list, samples, project manual,
schedule of values, Construction progress schedule, narrative reports,
progress report, progress charts, progress photographs, materials status
report, Construction diagram, Construction status report, operation and
maintenance data, operating maintenance instructions and parts list, and
as-build drawings.
16.2.5
Job Order Intent. Each Job Order will be interpreted to include all items reasonably
necessary to complete the Project under that Job Order as described in the scope of the
Work in that Job Order. All Work must be performed in a professional manner and all
materials used must be new and of the highest quality and of the type best adapted to
their purpose, unless otherwise specified. The Notice to Proceed date, and the award date
established therein, will be deemed an integral part of the Job Order the same as if set forth
therein.
16.3
INCIDENTAL DESIGN SERVICES
16.3.1
This effort includes all “extensions of design” for systems that are typically specified in
a performance oriented manner by consultants and designers. Examples include: fire
sprinkler systems, fire alarm and sprinkler systems, DDC controls, control systems,
prefabricated metal building and similar situations. These designs are normally provided
under submittals as a shop drawing with engineering backup and as appropriate, seals of
registered engineers specializing in the particular system.
16.3.2
Incidental design includes all documents, sketches, schematic diagrams, floor plan
layouts, equipment schedules and other documents produced by the JOC Contractor to
define the work required for projects that the City does not develop formal or abbreviated
designs requiring a seal by a registered engineer. Incidental design does not include
preparation of designs requiring an architect or engineer seal.
16.3.3
JOC Contractor represents, covenants, and agrees, and contractually assumes the
obligation to furnish, all of the required Design Services through properly licensed and
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experienced Design Professionals in complete accordance with all of the duties imposed
on a Design Professional under the Agreement Documents, Laws, Regulations, or Legal
Requirements, and the common law.
16.3.4
All Design Documents (and all other Project-related documents, models, computer
drawings and other electronic expression, photographs and other expressions CADD, and
BIM files and images included) that JOC Contractor and/or JOC Contractor’s Design
Professional(s) prepare in connection with a Job Order and the copyrights therein
(collectively, the “Instruments of Service”) will be the property of City. JOC Contractor
covenants and agrees to execute any additional document reasonably requested by City
to confirm such assignment without any additional compensation.
16.4
CONSTRUCTION SERVICES
16.4.1
The following subsections of this Section 16.4 set forth requirements beyond those set forth
in Section 4 above which apply to Construction Services performed under a Job Order.
16.4.2
JOC Contractor must perform the Work using only those firms, team members and
individuals designated by JOC Contractor consistent with each Job Order or otherwise
approved by City pursuant to the General Conditions. No other entities or individuals may
be used without the prior written approval of the Project Manager.
16.4.3
Construction Phasing
16.4.3.1
City use of the facilities is anticipated while the Work is being performed. The Work must
be planned and accomplished so that there will be a minimum of interference and
inconvenience to occupants in the building and agencies in the vicinity and to other
craftsmen who may have to do work in the affected facilities. Any blockage of building
exits or driveways must be coordinated in advance.
16.4.3.2
If applicable, furniture, portable office equipment and wall appurtenances not rigidly
fastened to the walls must be moved by JOC Contractor, protected from damage and
replaced to the original position upon completion of the work. If the work required by
the Job Order will not allow furniture and portable office equipment to be replaced to its
original position, new locations will be designated by City. Incidental costs associated with
moving one-piece furnishings up to approximately 150 pounds to perform such tasks as
painting, carpet or tile replacement, etc., are considered a general cost of building
renovation and must be included in the JOC Contractor’s Coefficient. Costs for large scale
or wholesale removal and replacement of large quantities of
desks or modular
workstations, copiers, multiple full file cabinets, etc. to another location or storage outside
the work space, or disassembly and reassembly of modular furniture is not considered
part of the JOC Contractor’s Coefficient and will be priced separately.
16.4.3.3
The work must, so far as practicable, be done in definite sections or divisions and confined
to limited areas which must be completed before work in other sections or divisions are
begun.
16.4.4
Work Site Conflicts. In the event of a conflict between JOC Contractor and others in an
occupied facility or where other Contractors are performing work on the same facility
under other Agreements, City will decide to dispute and that decision will be final.
16.4.5
Ownership of Work Product. Work Product prepared or otherwise created in connection
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with the performance of this Agreement, including the Work, are to be and remain the
property of City. For purposes of this provision, “Work Product” will include all designs,
drawings, plans, specifications, ideas, renderings and other information or matter, in
whatever form created (e.g., electronic or printed) and in all media now known or
hereinafter created. All Work Product will be considered Work Made for Hire as defined
in the United States Copyright Act 17 U.S.C. §101 (Copyright Act). If for any reason any such
Work is found not to be a work for hire, JOC Contractor hereby transfers and assigns
ownership of the copyright in such Work to City. The rights in this Section are exclusive to
City in perpetuity.
16.5
OPTIONAL LIQUIDATED DAMAGES
16.5.1
Specific Job Orders. City will have the right to assess liquidated damages in relation to
any specific JOC Project Agreement as set forth below.
16.5.2
Substantial Completion Liquidated Damages. JOC Contractor acknowledges and agrees
that if JOC Contractor fails to obtain Substantial Completion of the Work within the
Agreement Time, City will sustain extensive damages and serious loss as a result of such
failure. The exact amount of such damages will be extremely difficult to ascertain.
Therefore, City and JOC Contractor agree that if JOC Contractor fails to achieve Substantial
Completion of the Work within the Agreement Time, City will be entitled to retain or
recover from JOC Contractor, as liquidated damages and not as a penalty, the sum per
calendar day as indicated in MAG § 108.9.
16.5.3
Final Acceptance Liquidated Damages. For the same reasons set forth in Section 16.5.2
above, City and JOC Contractor further agree that if JOC Contractor fails to achieve Final
Acceptance of the Work within the Agreement Time, City will be entitled to retain or recover
from JOC Contractor, as liquidated damages and not as a penalty, the sum per calendar
day as indicated in MAG § 108.9 commencing from the actual date of Substantial
Completion or Final Acceptance as required under any specific JOC Project Agreement.
16.5.4
MAG Liquidated Damages. Liquidated damages provisions in MAG § 108.9 may apply to any
specific JOC Project Agreement.
16.5.5
City may deduct liquidated damages assessed pursuant to this Section 16.5 from any
unpaid amounts then or thereafter due JOC Contractor under the Agreement or any
specific JOC Project Agreement between JOC Contractor and City. Any liquidated damages
not so deducted from any unpaid amounts due JOC Contractor must be payable to City
at the demand of City, together with interest from the date of the demand at the highest
lawful rate of interest payable to JOC Contractor.
16.6
PERFORMANCE MEASUREMENT
16.6.1
Performance Assessment. After the Final Acceptance of Work under each Job Order, City
will complete a written evaluation of the performance of JOC Contractor on the Job Order.
16.6.2
Consideration in Assignment of Work. JOC Contractor’s record of cost, schedule and
quality performance and comparative assessments will be significant considerations in
City’s determination whether to award future Job Orders. JOC Contractor agrees that any
determination by City not to not award future Job Orders or Option periods based on
performance will be at the sole discretion of City.

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SECTION 17 - PROVISIONS APPLICABLE SOLELY TO PRE-CONSTRUCTION SERVICES FOR
CONSTRUCTION MANAGER AT RISK
17.1
ADDITIONAL DEFINITIONS
The definitions set forth in Section 2 and 15.1 above will apply to all Pre-Construction
Services Agreements.
17.2
GENERAL
17.2.1
CM@Risk must perform the Services required by, and in accordance with the Agreement
Documents and as outlined in Exhibit A of the Agreement to the satisfaction of the
Project Manager, exercising the degree of care, skill, diligence and judgment a professional
construction manager experienced in the performance of such services for construction
and/or facilities of similar scope, function, size, quality, complexity and detail to the
Project in urban areas throughout the United States, would exercise at such time, under
similar conditions. CM@Risk must, at all times, perform the required services consistent
with sound and generally accepted engineering principles and construction management
and construction contracting practices.
17.2.2
As a participating member of the Project Team, CM@Risk must provide to City and Design
Professional a written evaluation of City’s Project Program and budget, each in terms of
the other, with recommendations as to the appropriateness of each. CM@Risk must
prepare a Baseline Cost Model that validates City’s budget. The Baseline Cost Model must
include all assumptions and basis of estimates in enough detail so that the Project Team
can compare future detail estimates to the Baseline Cost model for variances. City and
Design Professional will provide all the reasonably required data that is available in
order to reach agreement between the team members that the Baseline Cost Model is an
accurate projection of the costs of the Project.
17.2.3
CM@Risk must attend Project Team meetings, which may include, but are not limited to,
bi- weekly Project management meetings, Project workshops, special Project meetings,
construction document rolling reviews, public meetings and partnering sessions. CM@Risk
attendance at design or other meetings in which CM@Risk is provided the opportunity but
does not actively participate and/or is not properly prepared is not acceptable. Repeated
instances of non-participation and/or lack of preparedness will be grounds for termination
of CM@Risk Agreement for default.
17.2.4
CM@Risk must provide Pre-Construction Services, described herein, in a timely manner
and consistent with the intent of the most current Drawings and Specifications. CM@Risk
must promptly notify City in writing whenever CM@Risk determines any Drawings or
Specifications are inappropriate for the Project and/or cause changes in the scope of Work
that deviates more than the allowed contingencies within the Baseline Cost Model or
requires an adjustment in the Baseline Cost Model, Detailed Cost Estimate, Detailed
Project Schedule, GMP Proposals and/or in the Agreement Time for the Work, to the extent
such as established.
17.2.5
CM@Risk when requested by City, must attend, make presentations and participate as may
be appropriate in public agency and or community meetings, relevant to the Project.
CM@Risk must provide drawings, schedule diagrams, budget charges and other materials
describing the Project when their use is required or appropriate in any such public agency
meetings.
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17.2.6
Ownership of Work Product. All Work Product prepared or otherwise created in connection
with the performance of this Agreement, including the Work, are to be and remain the
property of City. For purposes of this provision, “Work Product” will include all designs,
drawings, plans, specifications, ideas, renderings and other information or material, in
whatever form created (e.g., electronic or printed) and in all media now know or hereinafter
created. All Work Product will be considered Work Made for Hire as defined in the United
States Copyright Act 17 U.S.C.
§101 (Copyright Act). If for any reason any such Work is found not to be a work for
hire, Contractor hereby transfers and assigns ownership of the copyright in such Work to
City. The rights in this Section are exclusive to City in perpetuity.
17.2.7
CM@Risk represents to City in completing Pre-Construction Services and providing the
reports
and analysis required thereunder, that Work can be properly and timely
constructed within the GMP Proposal, if accepted. CM@Risk does not assume any design
responsibilities unless specifically called for in the scope of work, but CM@Risk will be
responsible for their errors, omissions or inconsistencies included in the Work.
17.3
DETAILED PROJECT SCHEDULE
17.3.1
The fundamental purpose of the Detailed Project Schedule is to identify, coordinate and
record the tasks and activities to be performed by all of the Project Team members and
then for the Project Team to utilize that Deliverable as a basis for managing and
monitoring all member’s compliance with the schedule requirements of the Project.
Each Project Team member is responsible for its compliance with the Detailed Project
Schedule requirements. CM@Risk must, however, develop and maintain the Detailed
Project Schedule on behalf of and to be used by the Project Team based on input from the
other Project Team members. The Baseline Project Schedule must be developed as part
of the Baseline Cost Model. The Detailed Project Schedule must use the Critical Path
method (“CPM”) technique, unless required otherwise, in writing by City. CM@Risk must
use scheduling software acceptable to City to develop the Detailed Project Schedule.
The Detailed Project Schedule must be presented in graphical and tabular reports as
agreed upon by the Project Team. If Project phasing as described below is required, the
Detailed Project Schedule must indicate milestone dates for the phases once
determined. As part of construction phase, City may require CM@Risk to prepare a
“resource loaded” schedule for all work, including work performed by Subcontractors,
detailing each of the project tasks and the required/anticipated number of personnel per
day for each task. CM@Risk must also indicate on the schedule its ability to meet said
required/anticipated personnel requirements.
17.3.2
CM@Risk must include and integrate in the Detailed Project Schedule the services and
activities required of City, Design Professional and CM@Risk including all construction
phase activities based on the input received from City and the Design Professional.
The Detailed Project Schedule must define activities as determined by City to the extent
required to show: (a) the coordination between preliminary design and various pre-
construction documents, (b) any separate long-lead procurements, (c) any permitting
issues, (d) any land, right-of-way, or easement acquisition, (e) bid packaging strategy and
awards to Subcontractors and Suppliers, (f) major stages of construction, (g) start-up and
commissioning, and (h) occupancy of the completed Work by City. The Detailed Project
Schedule must include by example and not limitation, proposed activity sequences and
durations for design, procurement, construction and testing activities, milestone dates for
actions and decisions by the Project Team, preparation and processing of shop drawings
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and samples, delivery of materials or equipment requiring long-lead time procurement (if
any), milestone dates for various construction phases, Total Float for all activities to the
extent authorized by City, relationships between the activities,
City’s occupancy
requirements showing portions of the Project having occupancy priority, and proposed
dates for Final Acceptance.
17.3.3
A Baseline Project Schedule must be initiated with the project Baseline Cost Model and
agreed to by the project team at the same time. CM@Risk must update and maintain a
detailed Project Schedule throughout pre-construction such that it will not require major
changes at the start of the construction phase to incorporate CM@Risk’s plan for the
performance of the construction phase Work. CM@Risk must provide updates and/or
revisions to the Detailed Project Schedule for use by the Project Team, whenever required,
but no less often than at the Project Team meetings. CM@Risk must include with such
submittals a narrative describing its analysis of the progress achieved to-date vs. the
Baseline Project Schedule, including any concerns regarding delays or potential delays, and
any recommendations regarding mitigating actions.
17.3.4
If phased construction is deemed appropriate at the time of developing the Baseline Cost
Model or during the development of the Detailed Project Schedule, and City approves,
CM@Risk must review the design and make recommendations regarding the phased
issuance of Construction Documents to facilitate phased construction of the Work, with
the objective of reducing the Project Schedule and/or Cost of the Work. CM@Risk must take
into consideration such factors as natural and practical lines of work severability,
sequencing effectiveness, access and availability constraints, total time for completion,
construction market conditions, labor and materials availability, and any other factors
pertinent to saving time and cost.
17.3.5
Long Lead Time Items. As part of developing the Detailed Project Schedule, CM@Risk must
identify all long lead time materials, fabrications, equipment, or other items which may
impact the Project Schedule and may require early action on the part of the Project Team.
Dates for selecting and ordering long lead time items will be included and highlighted
in the Detailed Project Schedule
17.3.6
Equipment Plan. Contractor must develop an Equipment Plan that addresses all rental
and owned equipment, regardless of whether such equipment will be provided by
CM@Risk or subcontractor(s), that will be necessary to construct the Project and the cost
of which will be included as a Cost of the Work in the GMP Proposal. The Equipment Plan
will seek to minimize the cost of the equipment to City and maximize the efficient and
coordinated use of the equipment for completion of the Project. The Equipment Plan will
not only include the costs and allowable lease rates for the equipment, but will also include
an equipment schedule that will be incorporated into the Detailed Project Schedule and the
Schedule of Values submitted with the GMP Proposal.
17.4
DESIGN DOCUMENT REVIEWS
17.4.1
CM@Risk must evaluate periodically the availability of labor, materials/equipment, cost-
sensitive aspects of the design; and other factors that may create an unacceptable variance
to the Baseline Cost Model and/or Baseline Project Schedule.
17.4.2
CM@Risk must recommend, in conjunction with the Project Team, those additional surface
and subsurface investigations that, in its professional opinion, are required to provide the
necessary
information for CM@Risk to construct the Project.
These additional
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investigations, if agreed to
be necessary by the Project Manager and the Design
Professional, will be acquired by City and copies of the reports will be provided to CM@Risk.
17.4.3
CM@Risk must meet with the Project Team as required to review designs during their
development. CM@Risk must familiarize itself with the evolving documents through
pre-
construction. CM@Risk must proactively advise the Project Team and make
recommendations on factors related to construction costs, and concerns pertaining to the
feasibility and practicality
of any proposed means and methods, selected materials,
equipment and building systems, and, labor and material availability. CM@Risk must
furthermore advise the Project Team on proposed site improvements, excavation and
foundation considerations, as well as, concerns that exist with respect to coordination of
the Drawings and Specifications. CM@Risk must use established value analysis principles
in recommending cost effective alternatives.
17.4.4
CM@Risk must routinely conduct constructability and bid-ability reviews of the Drawings
and Specifications as necessary to satisfy the needs of the Project Team. The reviews must
attempt to identify all discrepancies and inconsistencies in the Construction Documents
especially those related to clarity, consistency, completeness and coordination of Work of
Subcontractors and Suppliers.
17.4.4.1
CM@Risk must evaluate whether: (a) the Drawings and Specifications are configured to
enable efficient construction; (b) design elements are standardized; (c) construction
efficiency
is
properly
considered
in
the
Drawings
and
Specifications;
(d)
module/preassembly design is prepared to facilitate fabrication, transport and installation;
(e) sequences of Work required by or inferable from the Drawings and Specifications are
practicable; (f) the design has taken into consideration efficiency issues concerning access
and entrance to the site, laydown and storage
of materials, staging of site facilities,
construction parking, and other similar pertinent issues; and (g) the design maintains
continued operation of the existing City systems and maintains traffic on adjacent
roadways. CM@Risk must also review the Drawings and Specifications to ensure that what
is depicted therein can be constructed as designed and must promptly inform the Project
Team of any issues.
17.4.4.2
CM@Risk must check cross-reference and complementary Drawings and sections within
the Specifications and in general evaluate whether: (a) the Drawings and Specifications
are sufficiently clear and detailed to minimize ambiguity and to reduce scope interpretation
discrepancies; (b) named materials and equipment are commercially available and are
performing well, or otherwise, in similar installations; (c) Specifications include alternatives
in the event a requirement cannot be met in the field; and (d) in its professional opinion, the
Project is likely to be subject to Differing Site Conditions.
17.4.4.3
The results of the reviews must be provided to Project Team in formal, written reports
clearly
identifying all reviewed documents and the discovered discrepancies and
inconsistencies in the Drawings and Specifications with notations and recommendations
made on the Drawings, Specifications and other documents. CM@Risk must meet with
Project Team to discuss any findings and review reports.
17.4.4.4
CM@Risk’s reviews must be from a Contractor’s perspective, and though it will serve to
eliminate/reduce the number of RFIs) and changes during the construction phase,
responsibility for the Drawings and Specifications will remain with the Design Professional
and not CM@Risk.
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17.4.5
It is CM@Risk’s responsibility to assist the Design Professional in ascertaining that, in
CM@Risk’s professional opinion, the Construction Documents are in accordance with
applicable Laws, Regulations, or Legal Requirements, building codes, sound engineering
principle’s rules and regulations. If CM@Risk recognizes that portions of the Construction
Documents are at variance with applicable laws, statutes, ordinances, building codes,
sound engineering principle’s rules and regulations, it must promptly notify the Project Team
in writing, describing the apparent variance of deficiency. However, the Design Professional
is ultimately responsible for the compliance of the Drawings and Specifications with those
laws, statutes, ordinances, building codes, rules and regulations.
17.4.6
The Project Team will routinely identify and evaluate using value analysis principles and
alternate systems, approaches, design changes that have the potential to reduce Project
costs while still delivering a high quality and fully functional Project consistent with
the Project Program. If the Project Team agrees, CM@Risk in cooperation with the Design
Professional, will perform a cost/benefit analysis of the alternatives and submit such in
writing to the Project Team. City, through the Project Manager, will direct which alternatives
will be incorporated into the Project. The Design Professional will have full design
responsibility for the review and incorporation of CM@Risk suggested alternatives into
the Drawings and Specifications. CM@Risk must analyze the costs and schedule impacts of
the alternatives against the Baseline
Cost Model and Schedule and provide a
recommendation for the Project Team’s consideration and City’s approval prior to the
establishment of the GMP.
17.5
BASELINE COSTS MODEL, DETAILED COST ESTIMATES, AND SCHEDULE OF VALUES
17.5.1
At the conclusion of the Master Planning and Programming, if required, CM@Risk will
review all available information regarding the design and scope of the Project using
CM@Risk’s experience in performing similar work, knowledge of similar projects and
current and projected construction costs and, based upon that review, must develop a
Baseline Cost Model for review by the Project Team and approval by City. Once approved
by City, the Baseline Cost Model will be continually referenced as detailed estimates are
created as the design progresses throughout Pre-Construction until the final GMP for the
entire Project is established. A final GMP for the entire Project must be established and
approved by City prior to the start of construction. It is the responsibility of CM@Risk
to ensure City has sufficient information to evaluate and approve a final GMP prior to
the time necessary to start construction so construction can be completed within the
Agreement Time. The Project Detailed Cost Estimate will be the best representation from
CM@Risk of what the complete functional Project’s construction costs will be as indicated
by the most current available documents and will be constantly checked against the
Baseline Cost Model. CM@Risk must communicate to the Project Team and assumptions
made in preparing the Baseline Cost Model. The Baseline Cost
Model must support
CM@Risk’s Detailed Cost Estimates and may be broken down initially as dictated by the
available information, as required by City.
17.5.2
After receipt of the Design Professional’s most current documents from certain specified
pre- construction milestones, CM@Risk must provide a draft Detailed Cost Estimate
including a detailed written report detailing any variances to the Baseline Cost Model and
Baseline Project Schedule. The Design Professional and CM@Risk will reconcile any
disagreements on the estimate to arrive at an agreed upon Detailed Cost Estimate for the
construction costs based on the scope of the Project through that specified pre-
construction milestone. Pre-Construction milestones applicable to this paragraph are:
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Master Planning and Programming, Schematic Design, 50% Design Development, 100%
Design Development, and 50% Construction Drawings, If no consensus is reached, City will
make the final determination. If the Project Team requires additional updates of the
Detailed Cost Estimate beyond that specified in this paragraph, CM@Risk must provide the
requested information in a timely manner.
17.5.3
If at any point the Detailed Cost Estimate submitted to City exceeds the previously
accepted Baseline Cost Model or previously approved Detailed Cost Estimate agreed to as
set forth in Section 17.5.2 above, CM@Risk must make appropriate recommendations to
project Team on means/methods, materials, and or other design elements that it
believes will reduce the estimated construction costs, such that it is equal to or less than
the established Project Team’s Baseline Cost Model.
17.5.4
Unless other levels of completion are agreed to in writing in the Construction Documents,
at 50% Construction Drawings and included with the associated report, CM@Risk must
also submit to the Project Team for review and approval a Schedule of Values that complies
with the following requirements. The Schedule of Values must be based on City standard
bid schedule and highlight significant variances from any previously submitted Schedule
of Values. The Schedule of Values must be directly related to the breakdowns reflected in
the Detailed Project Schedule and CM@Risk’s Detailed Cost Estimate. In addition, the
Schedule of Values must: (a) detail unit prices and quantity take-offs, (b) detail all other
contingencies and unit price Work shown and specified in the detailed design documents.
17.5.5
CM@Risk is to track, estimate/price and address the Project Team’s overall project cost issues
that arise outside of the Baseline Cost Model and the latest approved Detailed Cost
Estimate such as: City generated changes, Project Team proposed changes, alternate
system analysis, constructability items and value engineering analysis. The system used
to implement this process will be referred to as the Design Evolution Log. This is to be
addressed between the Baseline Cost Model and the Master Planning and Programming
Detailed Cost Estimate, and then (unless other levels of completion are agreed to in writing
in the Construction Documents) between the Detailed Cost Estimates for each of the pre-
construction milestones thereafter, Schematic Design, 50% Design Development, 100%
Design Development, and 50% Construction Documents, and the bid packages for all
Phases.
17.5.6
Upon request by City, CM@Risk must submit to City a cash flow projection for the Project
based on the current updated/revised Detailed Project Schedule and the anticipated level of
payments for CM@Risk during the design and construction phases. In addition, if requested
by City and based on information provided by City, CM@Risk must prepare a cash flow
projection for the entire Project based on historical records for similar types of projects
to assist City in the financing process.
17.5.7
Construction Water. CM@Risk must estimate the quantity of water to be used and include
the cost thereof in each Detailed Cost Estimate and GMP Proposal provided by City.
17.6
SUBCONTRACTOR AND MAJOR SUPPLIER SELECTIONS
17.6.1
There are two ways to select Subcontractors and major Suppliers prior to submission of a
GMP Proposal: (1) qualifications-based selection; or (2) a combination of qualifications
and price. Except as noted below, the selection of Subcontractors/Suppliers is the sole
responsibility of CM@Risk. In any case, CM@Risk is solely responsible for the performance
of the selected Subcontractors/Suppliers, and for compliance with the requirements of
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Title 34 of the Arizona Revised Statutes in the selection of a Subcontractors/Suppliers,
to the extent applicable. CM@Risk must comply with its Subcontractor Selection Plan
submitted with its Statement of Qualifications.
17.6.2
City may approve the selection of a Subcontractor(s) or Suppliers(s) based only on their
qualifications when CM@Risk can demonstrate it is in the best interest of the Project. All
Work that is performed, after such a qualifications-based selection, for a price that is
negotiated by CM@Risk will be billed in accordance with the GMP for actual costs and may
be subject to audit by City.
17.6.2.1
Qualifications based selection of a Subcontractor(s)/Supplier(s) should only occur prior to
the submittal of the GMP Proposal.
17.6.2.2
If a Subcontractor/Supplier selection plan was submitted and agreed to by City, CM@Risk
must apply the plan in the evaluation of the qualifications of a Subcontractor(s) or
Supplier(s) and provide City with its review and recommendations.
17.6.2.3
CM@Risk must receive written City approval for each selected Subcontractor(s) and
Supplier(s).
17.6.2.4
CM@Risk must negotiate costs for services/supplies from each Subcontractor/Supplier
selected under this method.
17.6.3
All Work must be competitively bid unless a Subcontractor or Supplier was selected pursuant
to Section 17.6.2 above.
17.6.3.1
CM@Risk must develop Subcontractor and Supplier interest, submit the names of a
minimum of three qualified Subcontractors or Suppliers for each trade in the Project for
approval by City and solicit bids for the various Work categories. If there are not three
qualified Subcontractors/Suppliers available for a specific trade or there are extenuating
circumstances warranting such, CM@Risk may request approval by City to submit less
than three names. Without prior written notice to City, no change in the recommended
Subcontractors/Supplies will be allowed.
17.6.3.2
If City objects to any nominated Subcontractor/Supplier or to any self-performed Work for
good
reason, CM@Risk must nominate a substitute Subcontractor/Supplier that is
acceptable to City.
17.6.3.3
CM@Risk must distribute Drawings and Specifications, and when appropriate, conduct a
Pre- Bid Conference with prospective Subcontractors and Suppliers.
17.6.3.4
If CM@Risk desires to self-perform certain portions of the Work, it must request to be one of
the approved Subcontractor bidders for those specific bid packages. CM@Risk’s bid will
be evaluated in accordance with the process identified below. If events warrant and City
concurs that it is necessary in order to ensure compliance with the Project Schedule
and/or the most recent Detailed Cost Estimate, CM@Risk may be authorized to self-
perform Work without bidding or rebidding the Work. When CM@Risk self-performs work
without bidding, only the actual costs associated with performing the Work in accordance
with the approved GMP will be billed and may be subject to audit by City.
17.6.3.5
CM@Risk must receive, open, record and evaluate the bids; provided, however, that if
CM@Risk or one of its affiliates is bidding to self-perform the Work that is the subject of the
bid, then the bids must be received, opened, recorded and evaluated by Project Manager
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instead of CM@Risk. Bids for each category of Work must be opened and recorded at a
pre-determined time. The apparent low bidders must be interviewed to determine the
responsiveness of their proposals. In evaluating the responsiveness of bid proposals
CM@Risk, in addition to bid price, may consider the following factors: past performance
on similar projects, qualifications and
experience of personnel assigned, quality
management plan, approach or understanding of the
Work to be performed, and
performance
schedule
to
complete
the
Work.
The
final
evaluation
of
Subcontractor/Supplier bids must be done with Project Manager in attendance to observe
and witness the process. CM@Risk must resolve any Subcontractor/Supplier bid withdrawal,
protest or disqualification in connection with the award at no increase in the Cost of Work.
17.6.4
CM@Risk will be required to prepare two different reports on the subcontracting process.
17.6.4.1
Within fifteen days after each major Subcontractor/Supplier bid opening process;
CM@Risk must prepare a report for City’s review and approval identifying the
recommended Subcontractors/Supplier for each category of Work. The report must detail:
(a) the name of the recommended Subcontractor/Supplier and the amount of the
Subcontractor/Supplier bid for each sub-agreement; (b) the sum of all recommended
Subcontractor/Supplier bids received; (c) and trade work and its cost that CM@Risk intends
to self-perform, if any.
17.6.4.2
Upon completion of the Subcontractor/Supplier bidding process, CM@Risk must submit
a summary report to City of the entire Subcontractor/Supplier selection process. The report
must indicate, by bid process, all Subcontractors/Suppliers contacted to determine
interest, the Subcontractors/Suppliers solicited, the bids received and costs negotiated,
and the recommended Subcontractors/Suppliers for each category of Work.
17.6.5
The approved Subcontractors/Suppliers will provide a Schedule of Values with their bid
proposals, which will be used to create the overall Project Schedule of Values.
17.6.6
If after receipt of sub-bids or after award to Subcontractors and Suppliers, City objects to
any nominated Subcontractor/Supplier or to any self-performed Work without any
reasonable basis, CM@Risk must nominate a substitute Subcontractor or Supplier,
preferably if such option is still available, from those who submitted Subcontractor bids
for the Work affected. Once such substitute Subcontractors and Suppliers are consented
to by City, CM@Risk’s proposed GMP for the Work or portion thereof must be
correspondingly adjusted to reflect any higher or lower costs form any such substitution.
17.7
GMP PROPOSAL
17.7.1
When a GMP Proposal is submitted for a phase of the Work, the GMP will have a Detailed Cost
Estimate of the Costs of the Work (as set forth in Section 15.2) in each phase of the Work
that is being proposed plus the current estimate for all other Work. City will not approve
the GMP for the phase of work without a total estimate for the complete Project. City may
request a GMP Proposal for all or any portion of the Project and at any time during pre-
construction. Any GMP Proposals submitted by CM@Risk must be based on and consistent
with Baseline Cost Model and the current update/revised Detailed Cost Estimate at the
time of the request and include any clarifications or assumptions upon which the GMP
Proposal(s) are based.
17.7.2
A GMP Proposal for the entire Project will be the sum of the Cost of the Work, CM@Risk Fee,
and General Conditions Cost. CM@Risk guarantees to complete the Project at or less than
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the final GMP Proposal amount plus approved Change Orders. CM@Risk will be responsible
for any costs for expenses that would cause the Cost of the Work actually incurred,
including the Construction Fee and General Conditions Costs, to exceed the GMP.
17.7.3
CM@Risk must prepare its GMP Proposal in accordance with City’s request for GMP Proposal
requirements based on the most current completed Drawings and Specifications at that
time, which unless otherwise directed by City in writing, will be at 100% Construction
Drawings. CM@Risk must mark the face of each document of each set upon which its GMP
Proposal is based.
These documents must be identified as the GMP Plans and
Specifications. CM@Risk must send one set of those documents to the Project Manager,
keep one set and return the third set to the Design Professional.
17.7.4
An updated/revised Detailed Project Schedule, Equipment Plan, and Schedule of Values
must be included in any GMP Proposal(s), all of which must reflect the GMP Plans and
Specifications the Detailed Project Schedule must be shown in relationship to the Project
Schedule and identify any variance to the Baseline Project Schedule. Any such Detailed
Project Schedule updates/revisions must continue to comply with the requirements of
Section 17.3.1 through 17.3.5.
17.7.5
GMP Proposals(s) Review and Approval
17.7.5.1
CM@Risk must meet with the Project Team to review the GMP Proposal(s) and the written
statement of its basis. In the event the Project Team discovers inconsistencies or
inaccuracies
in the information presented, CM@Risk must make adjustments as
necessary to the GMP Proposal.
17.7.5.2
If during the review and negotiation of GMP Proposals design changes are required, City
may authorize and cause the Design Professional to revise the GMP Plans and Specifications
to the extent necessary to reflect the agreed-upon assumptions and clarifications contained
in the final approved GMP Proposal. Such revised GMP Plans and Specification will be
furnished to CM@Risk. CM@Risk must promptly notify the Project Team in writing if any
such revised
GMP Plans and Specifications are inconsistent with the agreed upon
assumptions and clarifications.
17.7.6
All portions of or items comprising the GMP Proposal are subject to audit by City, as
deemed appropriate by City, including, without limitation, any based upon unit prices or
Work to be self- performed by CM@Risk, or its affiliates.
17.8
PAYMENT PROCEDURE FOR PRE-CONSTRUCTION SERVICES
17.8.1
Requests for monthly payments by CM@Risk for Pre-Construction Services must be
submitted monthly and must be accompanied by a progress report, detailed invoices
and receipts, if applicable. Any requests for payment must include, as a minimum, a
narrative description of the tasks accomplished during the billing period, a listing of any
Deliverables submitted, and copies of any Subconsultants’ requests for payment, plus
similar narrative and listings of Deliverables associated with their Work. Payment for
services negotiated as a lump sum will be made in accordance with the percentage of work
completed during the preceding month.
17.8.2
In no event will City pay more than seventy-five (75%) of the Agreement Price until
acceptance of ALL Pre-Construction Services and award of the final approved Construction
Services Agreement for the entire Project by City Council. If CM@Risk does not prepare a
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GMP Proposal that is acceptable to City, or the GMP Proposal exceeds the City’s
Construction Budget, then CM@Risk understands and acknowledges that it will forfeit any
right to receive the 25% of the Agreement Price being retained by City.
17.8.3
CM@Risk agrees that no charges or claims for costs or damages of any type will be made by
it for any delays or hindrances beyond the reasonable control of City during the progress of
any portion of Pre-Construction Services specified in this Agreement. Such delays or
hindrances, if
any, will be solely compensated for by an extension of time for such
reasonable period and may be mutually agreed between the parties. It is understood
and agreed, however, that permitting CM@Risk to proceed to complete any such Services,
in whole or in part after the date to which the time of completion may have been extended,
will in no way act as a waiver on the part of City of any of their respective legal rights herein.
17.8.4
No compensation to CM@Risk will be allowed contrary to Article I, Chapter I, Title 34 of the
Arizona Revised Statutes.
17.8.5
If any service(s) executed by CM@Risk is abandoned or suspended in whole or in part, for
a period of more than 180 days through no fault of CM@Risk, CM@Risk is to be paid for
the services performed prior to the abandonment or suspension.
17.9
SURVIVAL OF THE DESIGN SERVICES AGREEMENT, DUTIES, OBLIGATIONS AND
WARRANTIES
If the GMP Proposal is accepted by City and a Construction Agreement is entered into
between City and CM@Risk, the duties, obligations and warranties of CM@Risk under the
Pre- Construction Services Agreement survive and are incorporated into the resulting
Construction Agreement.

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General Conditions Appendices

SECTION 15 – APPENDICES

The following Appendices attached hereto are referenced in the General Conditions and
are incorporated herein.

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CALCULATING DELAYS AND DAMAGES

The purpose of this policy statement is to establish guidelines and procedures for negotiation between
the Contractor and City of Chandler relating to compensation for delays pursuant to Arizona Revised
Statutes (A.R.S.) 34-221(F). This policy statement contains notice requirements in addition to those set
forth in the Agreement Documents, and will be the Agreement Provision contemplated by that statute.

NOTE: As used herein, the term “Engineer” will refer to the City of Chandler City Engineer or
his/her designated representative. Nothing in this Policy Statement will be construed to void any
provision in the Agreement which requires timely notice of delays or provides for arbitration or
any other procedure for settlement or provides for liquidated damages.

I.
TYPES OF DELAYS:

For the purposes of this document, there are essentially four types of delays encountered by
City of Chandler Construction Contractors; excusable/compensable, excusable/non-
compensable, non- excusable, and concurrent. Only delays that extend Agreement
Completion Time set forth in the Agreement Document will be considered for issues
relating to Agreement extensions or additional compensation. All other delays are
considered to be activity delays and do not entitle the Contractor to either time extensions
or additional compensation. Agreement Completion Time will be defined as the date set forth
in Maricopa Association of Governments (MAG) Uniform Standard Specification Section 101
and as may be modified by the Agreement Documents.

A.
Excusable/Compensable:

These are delays caused solely by the City’s actions or inactions, are unreasonable
under the circumstances, and which were not within the contemplation of the
parties to the Agreement at or prior to the time of execution of the Agreement.
Since the Contractor presumably has no control over the events causing the delay,
he may be entitled to both Agreement time extensions and additional compensation
for delay damages. Further, he/she may be entitled to additional compensation from
the impact of that delay on other work. Examples of excusable/compensable (E/C)
delays include: failure to properly locate an underground City-owned utility within 2
feet of the actual location; failure to relocate City-owned utilities far enough in
advance of construction in an area where the Contractor is scheduled to work that
it delays start or completion of the Contractor’s regularly scheduled work; failure
to provide City-furnished equipment or materials in a timely manner if required by
the Agreement; failure to acquire necessary Right-of-Way or Public Utility Easements
prior to the Contractor beginning Work in the area; failure to timely return Shop
Drawings or other Agreement Submittals in accordance with the Agreement;
unreasonable delay by the City in making decisions which affect critical activities;
surveying errors when the City is contractually responsible for providing Project
Surveying. This list is not meant to be all inclusive, but is intended merely as examples
of the type of City action or inaction which can result in a Contractor’s claim for
additional time and compensation.

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B.
Excusable/Non-compensable:

These are delays over which neither the City nor the Contractor had control. Since
both parties to the Agreement have been potentially damaged by the delay, but
neither have caused it, only Time Extensions are warranted. Examples of excusable,
non-compensable (E/N) delays include: unusually severe weather; fire; acts of God;
failure of non-City owned utilities (SRP, CenturyLink, Cable TV, Southern Pacific
Railroad, and Southwest Gas, etc.) to properly or timely locate accurately; failure of
non-City owned utilities to relocate in advance of construction; the voluntary or
involuntary filing for Bankruptcy protection by a Supplier or Subcontractor which
causes the Supplier/Subcontractor to fail to meet a contractual deadline provided the
Contractor can provide documentation that he/she executed the required Purchase
Orders/Subcontract Agreements and received delivery schedules which, if met,
would have eliminated the delay; delays as a result of an incomplete shutdown of a
City or non-City owned utility main (the City does not guarantee a complete
shutdown). This list also is not necessarily all inclusive but merely indicative of type
and class of E/N delays.

C.
Non-excusable/Non-compensable:

These are delays caused by the actions or inactions of Contractor or an officer,
employee, agent, Subcontractor, Supplier or any other party for whom the Contractor
is responsible. Since the Contractor has assumed responsibility for the risks
associated with the events that caused the delay, he/she are not entitled to either time
extensions or monetary delay damages. All non-excusable delays are also non-
compensable. Examples of non- excusable, non-compensable (N/N) delays include:
failure to perform by the Contractor, its Subcontractors and/or Suppliers (except as
noted in section I.B above); failure to provide adequate labor, materials, and/or
equipment on the Project; failure to perform contractually-required coordination
with utilities, agencies and other Contractors; failure to notify the Engineer, in writing,
of delay impacts within two working days, as required by MAG 104.2.3, or the next
work day, as required by MAG 109.8.2; failure to timely submit Shop Drawings; failure
to pothole or otherwise visually locate utilities sufficiently ahead of the Work to allow
the Engineer to direct corrective action when necessary; delays due to retesting of
previously failed work, re-inspection, and/or restaking resulting from faulty
workmanship, poor quality control, or lack of compliance with Agreement
Specifications. Again, this list is not necessarily all inclusive.

D.
Concurrent:

When two or more delays occur simultaneously or overlap, each delay is analyzed
separately to determine its impact on the overall project completion date based on
when that delay started. Once again, only those delays which actually extend the
Agreement completion time are considered as delays. The concurrent delay is
considered an additional delay only to the extent it prolongs the delay to the
Agreement Completion Time beyond the date that the one it is concurrent with had
already delayed that date. For example, if two delays are concurrent, and one is five
days long and the second is seven days long, the second concurrent delay will only
extend the Agreement Completion Time by two days. The same method of analysis is
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used when there are multiple concurrent delays. Only those extending the Project
Completion Date are considered to be delays for the purposes of this policy. The
portion of each concurrent delay that delays the completion of the work is classified
in the same manner as described previously for individual delays and being either E/C,
E/N or N/N.

An example of a concurrent delay is where the City delays furnishing material, but
the Contractor could not have installed it anyway due to unusually severe weather. The
effect of the first delaying activity will extend for the full duration and will be
considered controlling on the Contractor’s schedule. A subsequent, concurrent delay
will thereafter only be considered to effect the project completion (if at all) once the
first delaying activity has ceased to impact the project completion. In this case, if the
unusually severe weather continued and delayed the work after the material was
delivered, the first portion of the delay would be classified E/C (delay for material)
and the second as E/N (delay due to unusually severe weather). Using the procedure
set forth above, the entire concurrent portion would be considered E/C as shown in
the chart which follows.

Example of a Concurrent Delay:

E/C Delay
E/N Delay

City Related Material Delay

Rain Delay

II.
ANALYZING THE DELAY:

The Contractor must provide all documents required or requested by the Engineer to analyze the
delay(s). It is important to understand that, prior to the delay analysis, delays and their impacts are
alleged issues. The information the Contractor provides will be compared with the Inspector’s Daily
Log, Schedules and other available Project information and together they will support or refute that
delays occurred and, if so, how they impact other work and the overall project completion. The
Contractor’s delay in providing these documents will be considered prima facie evidence that either
the delay did not occur or it did not impact the Project Completion Date and any claim for time
extension or damages will be denied.

The Engineer will accept delay analyses in CPM format, as these may demonstrate to his/her
satisfaction whether or not Project Completion has been impacted by a specific event. If the Contractor
chooses not to use CPM scheduling procedures, then the burden will be on the Contractor to prove
to the Engineer’s satisfaction that the Project Completion has been impacted. The procedures
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below assume that the Contractor is using CPM scheduling methods. As a minimum the Contractor
must provide the following materials to the Engineer:

A.
As-Planned Schedule. The initial construction schedule, required by the Agreement
Documents, will be considered the baseline schedule. It is to the Contractor’s
advantage that the As-Planned (baseline) Schedule be as detailed as possible in order
for delays, as they occur, to be incorporated into the schedule in representative
locations. It is also to the Contractor’s advantage to use a computer software program
to generate the schedule since updated schedules are required monthly by the
Agreement Documents and since updated schedules are required to support
delays and requests for additional compensation for delays. The As-Planned
(baseline) Schedule must be presented in network format which clearly shows the
interrelationships of the activities. The Contractor must also provide a printout of the
activities showing early start, early finish, late start, late finish, duration and float. The
activity list printout must also indicate predecessor and successor activities.

B.
As-Built Schedules. The as planned (baseline) schedule must be updated with
complete progress-to-date information (actualized) up to the date of the start of the
alleged delay. Each updated schedule will serve as the as-built schedule for analyzing
the alleged delay and provide a new baseline as-planned schedule for the next delay.
This process must be repeated for each alleged delay as it occurs. In updating the
baseline schedule, the alleged delay must be treated as an activity and inserted into the
schedule as a predecessor to the impacted activity (ies). When an activity that has
already started is impacted, it is preferable to divide this activity into two parts and
show the impact affecting the second part. For schedules which incorporate a time
line (or data date), the delay activity must be inserted at the time it actually occurred.
Some software scheduling programs have a PAUSE-RESUME feature that can be
used to facilitate the requirements. The updated schedule must also be accompanied
by a listing of activities as with the baseline schedule. This activities list must contain
the alleged delay as an activity showing the duration and the activities which are
predecessors and successors to it. When computer generated schedules are used,
the Contractor must provide, in electronic media format, the complete data files for
the updated schedule that included the delay activity, preferably either in Suretrak
or in Microsoft Project. Each electronic media must contain a label identifying the
Project name, Contractor’s name, program name and version number, data date
and project finish date.

C.
Other Documents: In order to determine the amount of the alleged delay and if it
is compensable, the Contractor must provide all backup documentation relevant to the
issue and as required by the Engineer. This documentation must include copies of
such items as: purchase orders; delivery schedules; correspondence; memoranda of
telephone calls; force account daily worksheets (initialed by the Inspector); payroll
data; estimating (bid) worksheets; and any other materials which may be requested
by the Engineer.

D.
Procedure: Only after receipt of sufficient documentation will the Engineer analyze
each alleged delay and determine if it is supported or refuted. If supported, the
Engineer will determine if it is excusable or non-excusable, compensable or non-
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compensable. If the Engineer determines that the delay did not affect the Project
Completion, the as-planned schedule, which has been updated to the date of the
alleged delay, must be revised to indicate this. If the Engineer determines the delay
did occur but was N/N, then no time extension will be granted. It is imperative that
an actualized schedule be submitted as soon as the occurrence of the alleged delay
is known. In no event will the Contractor submit an actualized updated schedule
later than 60 days after the occurrence of the alleged delay becomes known.

If the Engineer determines the delay did occur and was excusable but, due to a
reason listed in section I.B. is non-compensable, he/she will determine the length of
the E/N delay and prepare a Change Order to add that time to the Agreement. The
Engineer’s decision will be final.

If the Engineer determines the delay was excusable and compensable, he/she will
determine the length of the E/C delay and proceed to review the Contractor’s damage
calculations in accordance with Section III. The Engineer will check the Contractor’s
calculations, review the backup documentation provided, and prepare a Change
Order to cover both the additional compensation and the time extension. The
Engineer’s decision on both the time extension and additional compensation for the
delay will be final.

If the issue involves a concurrent delay, the Engineer will analyze available data
to determine the portions which are E/C, E/N, and/or N/N as described above. The
Engineer will proceed to determine the length of E/C delay and verify the Contractor’s
delay damage calculations, if any are provided. Upon completion of this review, the
Engineer will prepare a Change Order for the Contractor’s review and signature.
The Engineer’s decision regarding excusable delay and additional compensation for
the delay is final.

The amount of time the Engineer will require to analyze the alleged delay(s) will
depend upon the Engineer’s workload, the complexity of the delay analysis,
availability of supporting data, extent of cooperation by the Contractor, and other
factors beyond the Engineer’s control. It is entirely possible other delay(s) may occur
while the Engineer is analyzing particular claim for delay(s). The Engineer’s failure to
respond to the Contractor in a set period of time will not be used as the basis for
a further delay claim or as justification for extending and existing delay claim. The
time required for delay analysis by the Engineer will not be counted against the time
allotted for processing Final Payment as required by (MAG Section 109.7(B)) or the
release of retention and Final Payment as prescribed by A.R.S. Arizona Revised
Statutes §34-221.

III.
CALCULATING MONETARY DELAY DAMAGES:

Additional compensation for delay, when authorized by the Engineer, will be calculated in accordance
with MAG Section 109.5 ACTUAL COST WORK with the following exceptions:

A.
No additional compensation or other monetary damages will be awarded or paid for
any loss of anticipated profits by the Contractor, Subcontractors or Suppliers.

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B.
No additional compensation or other monetary damages will be awarded for home
office overhead or non-project general conditions of the Contractor, Subcontractors
or Suppliers.

C.
Equipment:

1.
Contractor-owned equipment rate calculations must be computed in
accordance with Section 109.04(D)(3), Arizona Department of Transportation
“Standard Specifications for Road and Bridge Construction,” 2008 or latest
edition and as modified herein. Year and regional adjustment factors must be
based on the most recent publications of the Rental Rate Blue Book for
Construction
Equipment, published
by
the
Equipment
Guide-Book
Company, San Jose, CA, same as provided by ADOT and in print as of the
date of alleged delay. In no event will the compensation for Contractor-
owned equipment exceed the purchase price, including tax, paid by the
Contractor for the equipment. Compensation will not be allowed for small tools
or equipment that show a daily equipment rental rate of less than $5.00 per
day or for unlisted equipment that has a value of less than for hundred
dollars ($400.00).
2.
For leased and rented equipment or equipment not otherwise listed in the
Blue Book, rental contracts, or other supporting data will be used to establish
the hourly rate. No hourly operating expense will be allowed for delay on
standby equipment. In no case will equipment be considered for rental which
exceeds the hourly rate for the first eight hours and the daily rate divided
by eight for all additional hours as compared with similar equipment listed in
the Blue Book. The hourly standby rate must be computed as the lesser of:

a.
Dividing the monthly invoice or rental value by 176 hours
per month when the equipment is utilized by the Contractor
for more than three weeks;

b.
Dividing the monthly invoice or rental value by 40 hours per
week when the equipment is utilized by the Contractor for
more than three days.

In no event will compensation be paid for delay at more than
8 hours per day or 40 hours per week.

3.
Except for vehicles used by supervisory personnel, all equipment will be paid
at the “standby” rate during the delay period.

4.
Equipment brought solely to mitigate the delay (such as pumps, light plants,
etc.) may be paid in accordance with ADOT section 109.04(D) (3).

5.
The Blue Book regional adjustment will apply in determining rental rates.

D.
Material:

Allowable material charges may include, in addition to material incorporated in the
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General Conditions
Appendix 1

work material used to mitigate the delay such as barricades, plates, shoring, cold
mix, etc. Except in emergencies the Contractor will not employ such material
without the prior written approval of the Engineer.

E.
Labor:

1.
Except for Supervisory Personnel (Superintendent, Project Engineer, and
Foremen), labor wages will not be paid after the first one-half day of claimed
delay or impact. It is expected the Contractor will reassign or layoff
unneeded employees.

2.
For Foreman wages to be included, that Foreman must have been actively
employed on the project prior to the commencement of the delay and be
directly responsible for the activity being delayed.

3.
Labor burden must be actual amounts incurred but must not exceed the
ADOT approved rate.

F.
All costs (equipment, material, and labor) must be substantiated by the City of
Chandler’s Daily Work Reports.

IV.
DOCUMENT REQUIRED FOR CLAIM ANALYSIS:

For purposes of reviewing the Contractor’s request for additional compensation, it will be required
that the Contractor submit the following listed information. Information requested must be prepared
on forms which are substantially similar to the City of Chandler’s Daily Work Report form, a copy of
which is attached as an exhibit.

A.
Labor:

For each employee, laborer, and foreman, for which compensation is requested:
Name, classification, dates of work performed, daily hours worked, total hours worked,
labor rates, labor burden rates, overtime or premium time charges. Further, the
Contractor must make available for inspection and copying to the Engineer the
following listed documentation.

1.
Certified payroll reports for the period of work claimed.
2.
Accounting of Fringe Benefits – certified by a CPA.
3.
Contractor’s and Subcontractor’s daily field reports and daily diaries.

B.
Materials:

For all materials for which compensation is requested, if any, total quantities of
materials, prices, extensions and transportation costs must be provided on a daily
basis. Further, the Contractor must make available for inspection and copying to the
Engineer the following listed documentation.

1.
Invoices for all materials incorporated.
2.
Weigh tickets.
3.
Purchase orders.
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Appendix 1

4.
Delivery schedules.
5.
Quotes or proposals from manufacturers or supplier.
6.
Freight bills, Bills of Lading, or other documentation to show transportation
costs.
7.
Restocking charges-invoices from vendor.

C.
Equipment:

For all equipment, the Contractor must provide the Engineer with the designation,
dates and hours of usage, dates and hours of standby, if any, daily hours, total hours,
rental rates and extension for each unit of equipment and machinery. Rental
rates will be as established in Section III. Further, the Contractor must make available
for inspection and copying to the Engineer the following listed documentation.

1.
Owned:
a.
Purchase contracts(s).
b.
Depreciation schedule(s).
c.
Invoices for fuel, lube, repairs and other operating costs.

2.
Leased:
a.
Lease agreement with hourly rate, overtime rate, double shift rate, etc.
b.
Invoices or other documentation showing hours worked on a daily
basis.

D.
Subcontractors/Owner-Operators:

In the event the Contractor submits a claim which includes requests for compensation
for Subcontractors of Owner-Operators, the same information requested of the
Contractor must be provided by the Subcontractor/Owner-Operator. Further, the
Contractor must make available for inspection and copying to the Engineer the
following listed documentation.

1.
Bid/Estimate work sheets and/or spreadsheets.
2.
Subcontract Agreements or Agreements with Owner-Operator.
3.
All invoices and billing statements received from the Subcontractor/Owner-
Operator which relates to the amount requested.

E.
Miscellaneous:

Further, the Contractor must make available for inspection and copying to the Engineer
the following listed documentation.

1.
Evidence of payment for bonds and insurance premiums (MAG 109.5.6).
2.
Taxes – unless the Contractor can show otherwise, taxes are reimbursable at
65% of the total cost (less bonds and insurance).

V.
TIME LIMIT ON SUBMISSIONS OF CLAIM FOR DELAY OR IMPACT DAMAGES:

No claims for delay or impact damages will be considered or allowed more than 45 days after the
event or occurrence which the Contractor claims gives rise to the delay or impact. In no event will a
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General Conditions
Appendix 1

claim for delay or impact damages be considered after submission by the Contractor of the Final
Payment Request.

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APP-11 of 33
General Conditions
Appendix 2

COST REDUCTION INCENTIVE PROPOSALS
FOR DESIGN BID BUILD AGREEMENTS

The Contractor may submit to the Engineer proposals for modifying the Plans, Specifications, or
other requirements of the Agreement for the sole purpose of reducing the total cost of Project
construction. The proposals must not impair in any manner the essential functions or characteristics
of the project; including but not limited to service life, economy of operations, ease of maintenance,
desired appearance, compatibility with existing or planned equipment, standardization of systems,
or design and safety standards.

It must not be inferred from this Policy that the Engineer is required to consider any proposal
submitted.

Submissions that propose changes in the basic design of a bridge, propose changes in pipe line
size, materials, bedding conditions, pipe specifications; or that propose any change in pavement design
will not be considered.

Proposals submitted pursuant to this Policy will be identified as Cost Reduction Incentive Proposals.
They must be submitted in writing and, at a minimum, contain the following.

1.
Complete the attached or similar cost reduction incentive proposal form.

2.
A description of both the existing Agreement Requirements for performing the work
and the proposed changes.

3.
All Engineering Drawings and computations necessary for the thorough and
expeditious evaluation.

4.
An itemization of the existing Agreement Requirements that must be changed if the
Proposal is adopted and a recommendation as to the manner in which the change
should be made.

5.
A detailed estimate of the cost of performing the Work under the existing
Agreement and under the proposed changes, including the cost of developing and
implementing the changes.

6.
The Agreement items affected by the proposed changes and any variations in
quantities resulting from the changes.

7.
An objective estimate of any effects the proposal will have on collateral cost to the
City, costs of related items, and cost of maintenance and operation.

8.
A statement as to the effect that the Proposal will have on the time for the completion
of the Project.

9.
A statement as to the time by which a Change Order adopting the Proposal must
be executed or when the Engineer must have given verbal approval.

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APP-12 of 33
General Conditions
Appendix 2

Proposals will be processed expeditiously; however, the City will not be liable for any delay in acting
upon any Proposal nor for any failure to accept any Proposal pursuant to this Special Provision.

The Engineer will be the sole judge of the acceptability of a Proposal and of the estimated net savings
in construction costs from the adoption of all or any part of the Proposal. The Contractor will be
notified in writing by the Engineer as to whether his/her Proposal has been accepted. The decision by
the Engineer is final.

When the City deems such action to be appropriate, it reserves the right to require the Contractor to
share equally in the cost to the City of investigating, evaluating, and processing the proposal as a
condition for the consideration of such Proposal. Such cost must be shared whether the Proposal is
accepted or rejected. When such a condition is imposed, the City will estimate these costs and the
Contractor must indicate his acceptance thereof in writing. Such acceptance will authorize the City to
deduct the Contractor’s share of the costs from any monies due or that may become due to the
Contractor under the Agreement.

If the Contractor’s Proposal is accepted in whole or in part, the necessary Agreement Modifications
and Agreement Price Adjustments will be affected by the execution of a Change Order which will
specifically state that it is executed pursuant to this Special Provision.

The Contractor must continue to perform the work in accordance with the requirements of the
Agreement until a Change Order incorporating the Proposal has been executed or until he/she has
been given verbal approval by the Engineer that his/her Proposal has been accepted. If the Change
Order has not been executed or he/she has not been given verbal approval on or before the date
specified on the attached cost reduction incentive proposal form or on or before such other date as the
Contractor may have subsequently specified in writing, the Proposal may be deemed to be rejected.

The executed Change Order will incorporate the changes in the Plans, Specifications, or other
requirements of the Agreement which are necessary to permit the Proposal, or such part of it which
has been accepted, to be put into effect, and will include any condition – upon which the City’s
approval thereof is based, if such approval is conditional. The executed Change Order may also
extend the time for the completion of the Agreement if such an extension has been deemed to be
warranted by the Engineer as a result of his evaluation of the Proposal.

The executed Change Order will also establish the estimated net savings in the cost of performing
the Work attributable to the Proposal effectuated by the Change Order. In determining the net
savings, the right is reserved to the Engineer to disregard the Agreement bid prices if, in his/her
judgment, such prices do not represent a fair measure of the value of the Work to be performed or
to be deleted. The net savings will be established by determining the Contractor’s cost of performing
the Work, taking into account his/her cost of developing the Proposal and implementing the change,
and reducing this amount by any ascertainable collateral costs to the City. The executed Change
Order may provide that the Contractor be paid 50 percent of the estimated net savings amount.

The executed Change Order may also provide for the adjustment in Agreement prices. Agreement
prices may be adjusted by subtracting the City’s share of the accrued net savings.

The amount specified to be paid to the Contractor in the executed Change Order which effectuates a
Cost Reduction Proposal will constitute full compensation to the Contractor for the Cost Reduction
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General Conditions
Appendix 2

Proposal and the performance of the work thereof pursuant to the said Change Order.

Upon acceptance of a Cost Reduction Incentive Proposal, any restrictions imposed by the
Contractor on its use or on disclosure of the information will become void, and the City thereafter
will have the right to use all or any part of the Proposal without obligation or compensation of any
kind to the Contractor.

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APP-14 of 33
General Conditions
Appendix 2

COST REDUCTION INCENTIVE PROPOSAL FORM

TO:
CIP City Engineer

FROM:

PROJECT NAME: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
CITY PROJECT NUMBER: WW2206.404

DATE:

Summary of Change (Brief description of proposed change including advantages and disadvantages):

ESTIMATED COST SUMMARY (Attached detailed estimate):

A.
Original Cost:
$

B.
Proposed Cost:
$

C.
Construction Savings (A-B):
$

D.
Gross Savings (Included OH
%, Bond
%)
$

E.
Contractor Implementing
$_

F.
City Implementing Cost:
$_

Reduction in Agreement Price (C+D-E-F) x 50%:
$

Date by which a Change Order must be issued so as to obtain maximum cost reduction:
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APP-15 of 33
General Conditions
Appendix 3

CITY OF CHANDLER, ARIZONA
PUBLIC WORKS & UTILITIES DEPARTMENT

CONTRACTOR'S AFFIDAVIT REGARDING SETTLEMENT OF CLAIMS

________________________, Arizona
Date ____________________________

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
City Project No.: WW2206.404

To the City of Chandler, Arizona
Gentlemen:
This is to certify that all lawful claims for materials, rental of equipment and labor used in connection
with the construction of the above project, whether by subcontractor or claimant in person, have been
duly discharged.

The undersigned, for the total compensation of $________________________, as set out in the final pay
application, as full and complete payment under the terms of the Agreement, hereby waives and
relinquishes any and all further claims or right of lien under, in connection with, or as a result of the
above described project. The undersigned further agrees to indemnify and save harmless the City of
Chandler against any and all liens, claims or liens, suits, actions, damages, charges and expenses
whatsoever, which said City may suffer arising out of the failure of the undersigned to pay for all labor
performances and materials furnished for the performance of said installation.

Signed and dated at ________________, this _________ day of _______________ 20_____.

__________________________________
CONTRACTOR

By _______________________________
STATE OF ARIZONA

)
) SS
COUNTY OF MARICOPA
)

The foregoing instrument was subscribed and sworn to before me this __________ day of
__________________ 20 _________.

___________________________________

Notary Public

___________________________________

My Commission Expires
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APP-16 of 33
General Conditions
Appendix 4

PERFORMANCE BOND

ARIZONA STATUTORY PERFORMANCE BOND
PURSUANT TO TITLES 28, 34, AND 41, ARIZONA REVISED STATUTES
(Penalty of this bond must be 100% of the Agreement amount)

KNOW ALL MEN BY THESE PRESENTS THAT:___________________________________________________

(hereinafter "Principal"), and __________________________________________________________ (hereinafter "Surety"), a
corporation organized and existing under the laws of the State of ______________ with its principal office in the City
of _____________________________, holding a certificate of authority to transact surety business in Arizona issued by the
Director of Insurance pursuant to Title 20, Chapter 2, Article 1, as Surety, are held and firmly bound unto
__________________________(hereinafter "Obligee") in the amount of __________________________________________ (Dollars)
($___________), for the payment whereof, Principal and Surety bind themselves, and their heirs, administrators,
executors, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, the Principal has entered into a certain written Agreement with the Obligee, dated

the ____________ day of _______________________, 20___ for construction of RECLAIMED WATER PIPE EXTENSION
– GERMANN ROAD AND HAMILTON STREET, City Project No. WW2206.404 which Agreement is hereby
referred to and made a part hereof as fully and to the same extent as if copies at length herein.

NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal faithfully performs
and fulfills all the undertakings, covenants, terms, and conditions of the Agreement during the original term of the
Agreement and any extension of the Agreement, with or without notice of the Surety, and during the life of any
guaranty required under the Agreement, and also performs and fulfills all the undertakings, covenants, terms,
conditions, and agreements of all duly authorized modifications of the Agreement that may hereafter be made,
notice of which modifications to the Surety being hereby waived, the above obligation is void. Otherwise it remains
in full force and effect.

PROVIDED, HOWEVER that this bond is executed pursuant to the provisions of Title 34, Chapter 2, Article 2,
Arizona Revised Statutes, and all liabilities on this bond will be determined in accordance with the provisions of Title
34, Chapter 2, Article 2, Arizona Revised Statutes, to the same extent as if it were copied at length in this Agreement.

The prevailing party in a suit on this bond may recover as part of the judgment reasonable attorney fees
that may be fixed by a judge of the court.

Witness our hands this ________________ day of ____________________, 20__.
____________________________________
PRINCIPAL
SEAL
___________________________________
AGENT OF RECORD
By _________________________________
____________________________________
SURETY

SEAL
___________________________________
AGENT ADDRESS

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APP-17 of 33
General Conditions
Appendix 5

PAYMENT BOND

ARIZONA STATUTORY PAYMENT BOND
PURSUANT TO TITLES 28, 34, AND 41, OF THE ARIZONA REVISED STATUTES
(Penalty of this Bond must be 100% of the Agreement amount)

KNOW ALL MEN BY THESE PRESENTS THAT:________________________________________________

(hereinafter "Principal"), as Principal, and _________________________________________(hereinafter "Surety"), a
corporation organized and existing under the laws of the State of __________________ with its principal office in the
City of __________________, holding a certificate of authority to transact surety business in Arizona issued by the
Director of the Department of Insurance pursuant to Title 20, Chapter 2, Article 1, as Surety, are held and firmly
bound
unto
________________________

(hereinafter
"Obligee")
in
the
amount
of
______________________________________________ (Dollars) ($___________), for the payment whereof, the Principal and
Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally,
firmly by these presents.

WHEREAS, the Principal has entered into a certain written Agreement with the Obligee, dated the _________ day of
_______________________, 20___ for construction of RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD
AND HAMILTON STREET, City Project No. WW2206.404 which Agreement is hereby referred to and made a
part hereof as fully and to the same extent as if copied at length herein.

NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal promptly pays all
moneys due to all persons supplying labor or materials to the Principal or the Principal's subcontractors in the
prosecution of the work provided for in said Agreement, this obligation is void. Otherwise it remains in full force
and effect.

PROVIDED, HOWEVER that this bond is executed pursuant to the provisions of Title 34, Chapter 2, Article 2
Arizona Revised Statutes, and all liabilities on this bond will be determined in accordance with the provisions,
conditions and limitations of Title 34, Chapter 2, Article 2, Arizona Revised Statutes, to the same extent as if it were
copied at length in this Agreement.

The prevailing party in a suit on this bond may recover as part of the judgment reasonable attorney fees
that may be fixed by a judge of the court.

SEAL
___________________________________
AGENT ADDRESS

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APP-18 of 33
General Conditions
Appendix 6

DISPUTE RESOLUTION

A.
INFORMAL DISPUTE RESOLUTION

The parties to the Agreement agree that time is of the essence in relation to
performance of the Agreement and completion of the Project, therefore any and all
disputes in relation to the Agreement will initially be referred to the Project Manager,
the Design Professional Representative and/or the Contractor Representative as
applicable to the dispute, for immediate resolution. If, after good faith efforts to reach
a resolution, none is reached, any party to the dispute may submit the dispute to
the Dispute Resolution Representative (“DRR”) process set forth below, which is
intended to be an expedited process.

B.
DISPUTE RESOLUTION REPRESENTATIVE (“DRR”) PROCESS

1.
The Parties under the Agreement agree that all claims and disputes in relation
to the Project which are not resolved in the ordinary course of the Project
(“Claim” or “Claims”) will, as a prerequisite to any mediation, or litigation of
the Claim, first be submitted for resolution between the designated
Dispute Resolution Representatives of the Parties as set forth herein (the “DRR
Process”).

2.
The DRR Process will be initiated through service of a DRR Notice as set forth
below:

a.
For claims by the Contractor or the Design Professional, the DRR
Process will be initiated by the party asserting the claim serving written
notice on the City setting forth in detail: (i) the basis for the claim; (ii) the
effect of the Claim upon the construction of, and/or Project Schedule
for, the Project;
(iii) the specific relief requested, the amount thereof, and how such
was calculated; (iv) the parties involved in the Claim, and how they
are involved; (v) the specific Agreement provisions in the Agreement
Documents (including, if applicable, drawings and specifications) which
apply; and (vi) efforts made to date to resolve the Claim.

b.
For claims by the City, the DRR process will be initiated by the City
providing written notice to the other parties of the basis and amount
of its claim, the parties involved in the Claim, and how they are
involved, the provisions in the Agreement Documents that apply, and
the relief requested.

c.
The DRR Notice will be hand-delivered and e-mailed to the other
parties’ designated Dispute Resolution Representatives.

3.
The other parties will respond in writing to the DRR Notice (“DRR Response”)
within ten (10) calendar days of receipt of the DRR Notice, setting forth those
items set forth in the DRR Notice that they agree with, dispute, and/or have
questions concerning. The DRR Response will be hand-delivered and e-mailed
to the other parties’ Dispute Resolution Representatives.

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APP-19 of 33
General Conditions
Appendix 6

4.
The designated Dispute Resolution Representatives for the Parties to the
claim will then meet as soon as possible and in any event within twenty (20)
calendar days of submission of the DRR Notice (regardless of whether a DRR
Response has been submitted by all parties involved in the dispute), at a
mutually agreed upon time and place, to attempt to resolve the Claim based
upon the DRR Notice and DRR Response.

5.
At any time after the first meeting required above, either party may terminate
the DRR Process by written notice to the other party.

6.
The parties may agree, in writing, to extend or modify the time limits or
other provisions of the DRR process in relation to a specific pending Claim.

7.
Unless otherwise designated in a written notice to the other parties, the City
and the representatives of the Contractor and of the Design Professional will
act as the parties’ designated Dispute Resolution Representatives.

8.
If a resolution of the Claim is reached, that resolution must be set forth in
writing and must be signed by the Parties’ designated Dispute Resolution
Representative. If the resolution involves a change in any Agreement
Documents, the Agreement Price, the Project Schedule, or any other change
requiring a written Change Order or Amendment, the parties must execute
an appropriate written Change Order or Amendment pursuant to the terms
of the Agreement Documents.

C.
MEDIATION

1.
Unless extended by written agreement of the parties involved in the dispute,
any Claim not resolved through the DRR process set forth above within
five (5) calendar days after the meeting required under B (4) above, or after
the DRR is terminated pursuant to B (5) above, whichever is earlier, will be
submitted to mediation as a condition precedent to litigation by either party.

2.
The mediation will be commenced by written demand upon the other party
for mediation. If the parties cannot agree upon a mediator within ten (10)
calendar days of the written demand, either party may make a request to the
Civil Presiding Judge of the Maricopa County Superior Court to appoint a
mediator. The mediation will occur within forth (40) calendar days of the
written demand for mediation, unless the parties agree, in writing, to a longer
period of time.

3.
The qualifications for the mediator will be that he/she be: (a) an experienced
mediator, arbitrator or litigator of construction disputes; and (b) having
engaged a significant portion of his/her time involving and/or resolving
construction disputes for at least the past five (5) years.

4.
Each party will provide to the other party and the mediator all of the
information and documentation required under B(1) and (2) above, together
with any additional information and documentation which the party believes
relevant. In addition, the parties will exchange, and provide to the mediator
such additional memoranda, information and/or documentation, as the
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General Conditions
Appendix 6

mediator may request, and in the form and at such times, as the mediator may
direct.

5.
The parties will share the mediator’s fee and any filing fees equally. The
mediation will be held in Chandler, Arizona, unless another location is
mutually agreed upon. Agreements reached in mediation will be specifically
enforceable in any court having jurisdiction thereof.

D.
LITIGATION

Any claim arising out of or related to the Agreement, except Claims relating to aesthetic
effect and except those claims waived as provided for in the Agreement
Documents, must be resolved through litigation in the Maricopa County, Arizona
Superior Court.

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APP-21 of 33
General Conditions
Appendix 7

CITY OF CHANDLER, ARIZONA
PUBLIC WORKS & UTILITIES DEPARTMENT

CERTIFICATE OF COMPLETION

PROJECT NAME:
RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND
HAMILTON STREET
CITY PROJECT NO.:
WW2206.404
If Federally Funded:

FEDERAL NO.:

ADOT NO:

(This section to be completed by Prime)
I HEREBY CERTIFY THAT ALL GOODS AND/OR SERVICES REQUIRED BY CITY OF CHANDLER FOR THIS
PROJECT HAVE BEEN DELIVERED IN ACCORDANCE WITH THE AGREEMENT DOCUMENTS AND BID
SPECIFICATIONS AND ALL ACTIVITIES REQUIRED BY THE AGREEMENTOR UNDER THE AGREEMENT HAVE
BEEN COMPLETED AS OF THE COMPLETION DATE LISTED HERE:

FINAL ACCEPTANCE DATE:

PRIME CONTRACTOR:
FIRM NAME:

PRINCIPAL:

TITLE:

SIGNATURE:

DATE:

CERTIFIED BY [INSERT NAME AND TITLE OF PARTY THAT OVERSEES CONSTRUCTION]:
FIRM NAME:

SIGNATURE:

DATE:

PROJECT ACCEPTED BY CITY OF CHANDLER:
NAME:

SIGNATURE:

DATE:

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APP-22 of 33
General Conditions
Appendix 8

CONSTRUCTION SIGN DETAIL

CITY OF CHANDLER
5"

PUTTING YOUR FUNDS TO WORK
5"

PROJECT TITLE:
5"

PROJECT NUMBER:
3"

PROJECT COST:
3"

CONTRACTOR:
3"

MANAGED BY:
PUBLIC WORKS & UTILITIES DEPARTMENT
3"

CAPITAL PROJECTS DIVISION
3"

<--- 4" X 4" POSTS --->

NOTES:

SIGN(S) MUST BE FURNISHED AND ERECTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. POSTS
MUST BE ANCHORED A MINIMUM OF TWO FEET INTO THE GROUND. BOTTOM OF SIGN MUST BE A
MINIMUM OF FOUR FEET ABOVE THE GROUND.

TYPICAL PROJECT IDENTIFICATION SIGN FOR GENERAL PROJECTS MUST BE NON-REFLECTORIZED GREEN
BACKGROUND, AND NON-REFLECTORIZED WHITE LETTERS AND NUMERALS.

ONE SIGN MUST BE ERECTED FOR BUILDINGS AND OTHER LIMITED AREA SINGLE SITES. FOR MULTIPLE
SITES, ONE SIGN MUST BE ERECTED AT EACH SITE.

FOR LINEAR PROJECTS ONE HALF MILE OR LONGER, PLACE ONE SIGN AT EACH END OF THE PROJECT.
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APP-23 of 33
General Conditions
Appendix 9 – CM@Risk & JOC

COST OF THE WORK
(APPLICABLE SOLELY TO CONSTRUCTION MANAGER AT RISK AND JOB ORDER CONTRACTING)
SECTION 1 – COSTS TO BE REIMBURSED
1.1 Cost of the Work
The term Cost of the Work will mean costs necessarily incurred by Contractor in the proper
performance of the Work. Such costs must be at rates not higher than the standard paid at the place
of the Project except with prior consent of City. The Cost of the Work will include only the items set
forth in this Section 1.

1.2 Labor Costs
1.2.1
Wages of construction workers directly employed by the Contractor to perform the
construction of the Work at the site or, with City’s approval, at off-site workshops. Cost to
be reimbursed will be the actual wages paid to the individuals performing the work.

1.2.2
Wages or salaries of the Contractor’s supervisory and administrative personnel when
stationed at
the site with City’s approval. No Contractor personnel stationed at the
Contractor’s home or branch offices will be charged to the Cost of the Work. Non-field office
based Contractor management and support personnel are expected to provide service and
advice from time to time throughout the job and his/her time devoted to Project matters is
considered to be covered by the Contractor’s Fee.

1.2.3
Wages and salaries of Contractor’s supervisory or administrative personnel who would
normally be stationed at the field office in accordance with Section 1.2.2 but who become
engaged, at factories,
workshops or on the road, in expediting the production or
transportation of materials or equipment required for the Work, but only for that portion of
his/her time required for the Work. Employee
bonuses and/or costs associated with
Employee Stock Ownership Plans (“ESOP”) will not be considered reimbursable labor or
labor burden costs and will be considered non-reimbursable costs considered to be covered
by the Contractor’s Fee.

1.2.4
Costs paid or incurred by Contractor for taxes, insurance, contributions, assessments and
benefits required by law or collective bargaining agreements and, for personnel not
covered by such agreements, customary benefits such as sick leave, medical and health
benefits, holiday, vacations and pensions, provided such costs are based on wages and
salaries included in the Cost of the Work under Subparagraphs 1.2.1 through 1.2.3.

1.2.4.1 Cost of the Work will include the actual net cost to Contractor for worker’s compensation
insurance attributable to the wages chargeable to the Cost of Work per this Agreement. The
actual
net cost of worker’s compensation must take into consideration all cost
adjustments due
to
experience modifiers, premium discounts, policy dividends,
retrospective rating plan premium adjustments, assigned risk pool rebates, any applicable
weekly maximums, etc. Contractor may
charge an estimated amount for worker’s
compensation insurance costs, but will make appropriate cost adjustments to actual costs
within 45 days of receipt of actual cost adjustments from the insurance carrier.

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1.2.4.3 Overtime wages paid to salaried personnel (if approved in advance in writing by City) will
be reimbursed at the actual rate of overtime pay paid to the individual. No time charges for
overtime hours worked on the Project will be allowed if the individual is not paid for the
overtime worked.

1.2.4.4 Any overtime premium or shift differential expense to be incurred by Contractor for hourly
workers will require City’s advance written approval before the incremental cost of the
overtime premium or shift differential will be considered a reimbursable cost. If the
Contractor is required to work overtime as a result of an inexcusable delay or other
coordination problems caused by the Contractor or anyone he/she is responsible for,
the overtime premium and/or shift differential expense portion of the payroll expense and
related labor burden costs will be considered as cost not to be reimbursed.

1.2.4.5 Reimbursable labor burden costs will be limited to payroll taxes, worker’s compensation
insurance, the employer’s portion of union benefit costs for union employees working on the
Project, and the actual verifiable fringe benefit costs incurred by Contractor for non-union
individuals working on the Project subject to the following maximum percentages for the
following reimbursable non-union fringe benefit costs. The following maximums (as a
percentage of reimbursable actual wages by individual) will apply for each of the following
types of fringe benefit costs specifically attributable to each of the non-union personnel
working on the Project:

•
Medical Insurance, Dental, Life & AD&D Insurance:
12.00%
•
Holiday, vacation and other paid time not worked:
10.00%
• Pension Plan Contributions to Vested Employee Account,
Simplified Employee Pension Plans, or 401K matching plans
(Note: ESOP related costs are covered by the Contractor Fee)
10.00%
For non-union personnel, no other fringe benefit costs (other than the three specific
categories listed immediately above, will be considered reimbursable Cost of Work. Any labor
burden costs that are in excess of the amounts considered reimbursable or are otherwise
not considered reimbursable under the terms of this agreement are intended to be covered
by the Contractor Fee.

1.3
Subcontract Costs
1.3.1
Payments made by Contractor to Subcontractors in accordance with the requirements of
the subcontracts.

1.3.2
For Scope of Work Bid Packages typically performed by Subcontractors, Contractor may
“self- perform” such work on an actual cost basis subject to an agreed upon Guaranteed
Maximum Price for the “self-performed work”. The Contractor must, unless agreed to by City
in writing, bid his/her proposed guaranteed Maximum Price for the work to be “self-
performed” against at least three other interested trade Contractors. All savings under any
such Subcontract for “self-performed work” must be applied to reduce the Cost of Work under
the Agreement and the Guaranteed Maximum Price. For purposes of defining “self-
performed work” subject to this provision, any division of Contractor, or any separate
Contractor or Subcontractor that is partially owned or wholly owned by the Contractor or any
of his/her employees or employee’s relatives will be considered a related party entity and
will be subject to this provision regarding “self-performed work”. No self-performed work will
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be allowed to be performed on a Fixed Price basis.

1.3.3
Contractor (with respect to its Suppliers, Subcontractors and all lower tier Subcontractors)
must provide City advance written notice and must obtain City’s approval for any proposed
Subcontract Change Order, Material Purchase Order, or other financial commitment in an
amount in excess of $5,000 prior to placing such order or entering into such agreement
(regardless of whether or not any such commitment will affect the prime Agreement
Guaranteed Maximum Cost). It is agreed that sums applicable to any Subcontract Change
Order, Purchase Order or other financial commitment entered into in violation of the above
notice and approval requirement will not be included in the amounts owning to Contractor,
Subcontractors or Suppliers whether as Costs of the Work or as reasonable termination costs
in the event of termination.

1.4
Costs of Material and Equipment Incorporated in the Completed Construction
1.4.1
Costs, including transportation and storage, of materials and equipment incorporated or
to be incorporated in the completed construction.

1.4.2
Costs of materials described in the preceding Subparagraph 1.4.1 in excess of those
actually installed to allow for reasonable waste and spoilage. Unused excess materials, in
any, will become City’s property at the completion of the Work or, at City’s option, may be
sold by the Contractor. Any amounts realized from such sales must be credited to City as a
deduction from the Cost of Work.

1.4.3
Proceeds from the sale of recyclable materials, scrap, waste, etc. will be credited to job cost.

1.5
Costs of Other materials and Equipment, Temporary Facilities and Related Items
1.5.1
Costs, including transportation and storage, installation, maintenance, dismantling and
removal of materials, supplies, temporary facilities, machinery, equipment and hand tools
not customarily owned by construction workers, that are provided by the Contractor at the
site and fully consumed in the performance of the Work; and cost (less salvage value) of such
items if not fully consumed, whether sold to others or retained by Contractor. Cost for items
previously used by Contractor will mean fair market value.

1.5.2
Rental charges for temporary facilities, machinery, equipment, and hand tools not
customarily owned by construction workers that are provided by Contractor at the site,
whether rented from Contractor or others, and costs of transportation, installation, minor
repairs and replacements,
dismantling and removal thereof. Rates and quantities of
equipment rented will be subject to City’s prior written approval.

1.5.2.1 The Projected usage for each piece of equipment to be rented for use on the Project and
the estimated total rentals must be considered by Contractor before the piece of equipment
is rented so that an appropriate rent versus buy decision can be made. Purchased
equipment must be considered “job owned”. At the completion of the Project, Contractor
must transfer title and possession of all remaining job-owned equipment to City, or
Contractor may keep any such equipment for an appropriate fair market value credit to job
cost, which will be mutually agreed to by City and Contractor.

1.5.2.2 Each piece of equipment to be rented must have hourly, daily, weekly and monthly rates and
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the most economical rate available will be reimbursed based on the circumstances of actual
need and usage of the piece of equipment while it is stationed at the jobsite. When the
piece of equipment is no longer needed for the work, no rental charges will be reimbursed
if the piece of equipment remains at the jobsite for the convenience of Contractor.

1.5.2.3 Equipment Rental Rates
1.5.2.3.1 Compensation for equipment used on the Project will be paid in accordance with the
Equipment Plan submitted by Contractor in the accepted GMP Proposal and no payments
will be made in excess of the rates set forth in the Equipment Plan, or actual documented
costs, whichever is less.

1.5.2.3.2 All equipment rental rates and costs are subject to City’s right to audit when submitted as
part of Equipment Plan and/or at any time during the Project.

1.5.2.4 The aggregate rentals chargeable for each piece of Contractor owned tools or equipment must
not exceed 50% of the fair market value of such equipment at the time of its commitment to
the Work. The original purchase price and date of purchase of the equipment will be
documented with a copy of the purchase invoice for the piece of equipment. Such aggregate
limitations will apply and no further rentals will be charged even if a piece of equipment is taken
off the job and is later replaced by a similar piece of equipment. For purposes of computing
the aggregate rentals applicable to aggregate rental limitations, rental charges for similar
pieces of equipment will be combined if the pieces of equipment were not used at the same
time.

1.5.2.5 Fair market value for used material and equipment as referred to in the Agreement
Documents will mean the estimated price a reasonable purchaser would pay to purchase
the used material or equipment at the time it was initially needed for the job. Note: This is
usually lower than the price a reasonable purchaser would pay for similar new construction
material or construction equipment.

1.5.2.6 All losses resulting from lost, damaged or stolen tools and equipment will be the sole
responsibility of Contractor, and not City, and the cost of such losses will not be reimbursable
under the Agreement.

1.5.2.7 Contractor will be required to maintain a detailed equipment inventory of all job-owned
equipment (either purchased and charged to job cost or job-owned through aggregate
rentals) and such inventory must be submitted to City each month. For each piece of
equipment, such inventory should contain at a minimum (1) original purchase price or
acquisition cost (2) acquisition date (3) approved Fair Market Value at the time the piece of
equipment was first used on the job and (4) final disposition.

1.5.2.8 All costs incurred for minor maintenance and repairs will be reimbursed at actual cost. Such
costs include routine and preventative maintenance, minor repairs and other incidental costs.
Repairs and/or replacement of a capital nature are considered to be covered by the rental
rates. Major repairs and overhauls are not considered routine and ordinary; consequently
such costs are not reimbursable and are intended to be covered by the rental rates.

1.5.3
Costs of removal of debris from the Site.
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1.5.4
Costs of document reproductions, facsimile transmissions and long-distance telephone
calls, postage and parcel delivery charges, telephone service at the site and reasonable
petty cash expenses of the site office.

1.5.5
That portion of the reasonable expenses of Contractor’s personnel incurred while traveling
in discharge of duties connected with the Work.

1.5.5.1 No travel expenses will be reimbursed to Contractor’s representatives unless Project related
travel required them to travel to a destination more than 100 miles from the Project location.
Any travel
involving airfare will require advance written approval by an authorized City’s
representative.

1.5.6
Costs of materials and equipment suitably stored off the site at a mutually acceptable
location, if approved in advance by the City.

1.5.7
Reproduction costs will be the actual costs of reproduction subject to a maximum of five
cents ($.05) per square foot for prints and a maximum of five cents ($.05) per 8 ½ by 11-inch
page for offset print or photo copied agreement documents, specifications, etc. Telephone
costs will be the actual costs paid to the third party telephone company for the field office
telephone.

1.6
Miscellaneous Costs
1.6.1
That portion of insurance and bond premiums that can be directly attributed to the Agreement.
The City will reimburse Contractor for contractually required bond at time of first pay
application for GMP and Cost-Based Agreements upon receipt of proof of payment from
the Contractor. If the Contractor completes Work for less than the Agreement Price,
Contractor must credit the City a pro- rated amount for the unused portion of the bond
payment

1.6.1.1 Contractor’s actual cost for insurance will be considered to be included within the Maximum
limit for General Conditions Costs. All premiums for any insurance and bonds required for
the Project must reflect the net actual costs to Contractor after taking into consideration cost
adjustments due to experience modifiers, premium discounts, policy dividends, retrospective
rating plan premium adjustments, assigned risk pool rebates, refunds, etc.

1.6.1.2 The amount to be reimbursed to Contractor for all contractually required insurance will be
actual costs not to exceed a total of 2% of the Agreement Value, unless Contractor
establishes to City’s satisfaction that the actual cost is higher and City agrees to such actual
higher cost in writing. If Contractor’s cost of contractually required insurance is greater
than the amount agreed to be reimbursed per this Agreement Provision, the difference will
be considered to be covered by the Contractor’s Fee. The City will reimburse Contractor
for contractually required insurance on a monthly basis for GMP and Cost-Based
Agreements. If Contractor can demonstrate substantial savings by paying for all insurance in
advance, the City may agree to reimburse all insurance costs at time of first pay application
for GMP and Cost-Based Agreements with proof of payment from Contractor.

1.6.2
Sales, use or similar taxes imposed by a governmental authority that are related to the Work.
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1.6.3
Fees and assessments for the building permit and for other permits, licenses and inspections
for which Contractor is required by the Agreement Documents to pay.

1.6.4
Fees of laboratories for tests required by the Agreement Documents, except those related to
defective or nonconforming Work and which do not fall within the scope of ¶ 1.7.3 below.

1.6.5
Royalties and license fees paid for the use of a particular design, process or product required
by the Agreement Documents; the cost of defending suites or claims for infringement of
patent rights arising from such requirement of the Agreement Documents; and payments
made in accordance with legal judgments against Contractor resulting from such suites or
claims and payments of settlements made with City’s consent. However, such costs of legal
defenses, judgments and settlements must not be included in the calculation of the
Contractor’s Fee or subject to the Guaranteed Maximum Price.

1.6.6
Data processing costs related to the Work. However, any such data processing costs will be
limited to the cost of personal computer hardware used at the field office in the normal
day to day administration, management and control of the Project. The aggregate charges
for any such hardware must not exceed the Fair Market Value of the hardware at the time it
was brought to the field office. If the total charges for any particular piece of hardware reach
an amount equal to the Fair Market Value, that particular piece of hardware must be turned
over to City whenever it is no longer needed for the Project. If Contractor elects to keep the
particular piece of hardware, the job costs must be credited with a mutually agreeable
amount which will represent the Fair Market Value of the particular piece of hardware at the
time it was no longer needed for the job. Software or other costs associated with the use of
computer programs will not be considered to be a reimbursable cost and will be considered
to be covered by the Contractor’s Fee.

1.6.7
Deposits lost for causes other than Contractor’s negligence or failure to fulfill a specific
responsibility to City as set forth in the Agreement Documents.

1.6.8
Legal, mediation and arbitration costs, including attorneys’ fees, other than those arising
from
disputes between City and Contractor, reasonably incurred by Contractor in the
performance of the Work and with City’s prior written approval; which approval will not be
unreasonably withheld.

1.6.9
Expenses incurred in accordance with Contractor’s standard personnel policy for relocation
and temporary living allowances of personnel required for the Work, if pre-approved by City
in writing.
If City authorizes the reimbursement of relocation costs, the reimbursable
relocation expenses will be limited to a maximum of $50,000 per person. Any relocation
cost incurred by Contractor in excess of the amount reimbursed by City will be considered to
be covered by the Contractor’s Fee.

1.7
Other Costs and Emergencies
1.7.1
Other costs incurred in the performance of the Work if and to the extent approved in advance
in writing by City.

1.7.2
Costs due to emergencies incurred in taking action to prevent threatened damage, injury or
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loss in case of an emergency affecting the safety of persons and property.

1.7.3
Costs of repairing or correcting damaged or nonconforming Work executed by Contractor,
Subcontractors or Suppliers, provided that such damaged or nonconforming Work was not
caused by negligence or failure to fulfill a specific responsibility of Contractor and only to the
extent that the cost of repair or correction is not recoverable by Contractor from insurance,
sureties, Subcontractors or Suppliers.

1.8
Related Party Transactions
1.8.1
The term “related party” will mean a parent, subsidiary, affiliate or other entity having
common ownership or management with Contractor; any entity in which any stockholder in,
or management employee of, Contractor owns any interest in excess of ten percent in the
aggregate; or any person or entity which has the right to control the business or affairs of
Contractor. The term “related party” includes any member of the immediate family of any
person identified above.

1.8.2
If any of the costs to be reimbursed arise from a transaction between Contractor and a
related party, Contractor must notify City in writing of the specific nature of the contemplated
transaction, including the identity of the related party and the anticipated cost to be incurred,
before any such transaction is consummated or cost incurred. If City, after such notification,
authorizes in writing the proposed transaction, then the cost incurred will be included as a
cost to be reimbursed, and Contractor must procure the Work, equipment, goods or service
from the related party, as a Subcontractor. If City fails to authorize the transaction,
Contractor must procure the Work, equipment, goods or service from some person or entity
other than a related party.

SECTION 2 – COSTS NOT TO BE REIMBURSED

2.1
The Cost of Work must not include:

2.1.1
Salaries and other compensation of Contractor’s personnel stationed at Contractor’s principal
office or offices other than the site office, except as specifically provided in Subparagraphs
1.2.2 and 1.2.3.

2.1.2
Expenses of Contractors’ principal office and offices other than the site office.

2.1.3
Overhead and general expenses, except as may be expressly included in Section 1.

2.1.3.1 Costs of Contractor’s home office computer services or other outside computer processing
services will be considered overhead and general expense. Accordingly, Contractor should
not plan to perform any such computer related services or alternatives at the field office when
such services or functions can be performed at Contractor’s home or branch offices, or
other outside service locations.

2.1.4
Contractor’s capital expenses, including interest on Contractor’s capital employed for the Work.

2.1.5
Rental costs of machinery and equipment, except as specifically provided in subparagraph
1.5.2.
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2.1.6
Except as provided in Subparagraph 1.7.3 of the Agreement, costs due to the negligence or
failure to fulfill a specific responsibility of Contractor, Subcontractors and Suppliers or anyone
directly or indirectly employed by any of them or for whose acts of them may be liable.

2.1.7
Any cost not specifically and expressly described in Section 1.

2.1.8
Costs, other than costs included in Change Orders approved by City that would cause the GMP
to be exceeded.

SECTION 3 – DISCOUNTS, REBATES, REFUNDS AND SAVINGS

3.1
Cash discounts obtained on payments made by Contractor will accrue to City if (1) before
making the payment, Contractor included them in an Application for Payment and
received payment therefore from City, or (2) City has deposited funds with Contractor with
which to make payments; otherwise, cash discounts will accrue to Contractor. Trade discounts,
rebates, refunds and amounts received from sales or surplus materials and equipment will
accrue to City, and Contractor must make provisions so that they can be secured.

3.1.1
Cost of the Work will be credited with all insurance policy discounts, performance and
payment bond rebates or refunds, refunds or return premiums from any Subcontractor
default insurance, refunds or rebates from any Contractor controlled insurance programs
applicable to the Project,
merchandise rebates of any nature, refunds of any nature,
insurance dividends; and a portion of any volume rebates or free material credits earned with
purchase of material or other goods and services charged to the job.

3.1.2
“Cash” discounts which may accrue to Contractor will be limited to a maximum of 1.5% of
invoice cost. Any portion of “Cash” discounts greater than 1.5% will automatically accrue
to City if Contractor is eligible to take advantage of the discounts.

3.2
Amounts that accrue to City in accordance with the provisions of Paragraph 3.1 will be
credited to City as a deduction from the Cost of the Work.

3.3
Any and all savings on the GMP, or any separately guaranteed items comprising the GMP, will
belong to City, subject to any express right in the Agreement for Contractor to share in
savings. Savings are subject to City’s right to audit, and may be audited separately.

SECTION 4 – GENERAL CONDITIONS COSTS

4.1
General Conditions Costs may include, but are not limited to, the following types of costs
incurred by Contractor during construction of the Work to the extent they are reimbursable
Costs of the Work as delineated above: payroll costs for Work conducted at the site, payroll
costs for the superintendent and full-time general foremen, payroll costs for management
personnel resident and working on the site workers not included as direct labor costs
engaged in support (e.g. loading/unloading, clean-up, etc.), administrative office personnel,
costs of offices and temporary facilities including office materials, office supplies, office
equipment, minor expenses, utilities, fuel, sanitary facilities and telephone services at the
site, costs of liability insurance premiums not included in labor burdens for direct labor
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costs, costs of bond premiums, costs of consultants not in the direct employ of Contractor or
Subcontractors, fees for permits and licenses.

4.2
General Conditions Costs may be paid on a percentage of the Agreement Price or on a
lump/stipulate sum basis as set forth in the Agreement. All costs included in the General
Conditions Costs will not be separately invoiced to or paid by City.

4.3
The total amount of General Conditions Costs for the Work may be divided by the number of
days allowed for performance of the Work, to determine a fixed daily rate for General
Conditions Costs that may be used in computing the General Conditions Costs allocated to any
period of time, or for any adjustments in the General Conditions Costs agreed to in

writing by City.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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General Conditions
Appendix 10

LANDSCAPE ESTABLISHMENT PERIOD

Section 1 – Description and General
Contractor is in direct control of work performed under the Landscape Establishment Period. If work is
subcontracted, a representative of the Contractor will be present at the site of the work for all hours
that the subcontractor works. Subcontracting of Landscape Establishment work will be permitted for
weed eradication with herbicides, because of special licensing. A licensed temporary service may be
used to supply labor to Contractor if Contractor has received approval from City Representatives.
Contractor will submit the required subcontract documentation.

Contractor must provide adequate personnel to accomplish the required maintenance of the plant
materials at intervals acceptable to City Representatives.

If not healthy at the end of the maintenance period, the maintenance must be continued until the plant
material is approved by City.

1.1 Time and Schedule
Unless otherwise expressly agreed to in writing by City, the Landscape Establishment Period will be
per General Conditions Section 6.5.4.

1.2 Planted Stock and Seeding Establishment
1.2.1
Tree planting and staking must be per City of Chandler Standard Detail C-801.
1.2.2
All trees will stand erect on their own without stakes when brought to this site. If the tree
cannot stand on its own when nursery stakes are removed, the tree will be removed and
replaced.

1.3 Pre-Emergent Herbicide and Weed Control
1.3.1
Contractor will provide three applications of an approved pre-emergent herbicide on all
unpaved areas of the project, as directed by City Representatives, to control weed growth in
all areas of the project. The number of applications may be increased as directed by the City
Representative, and at no additional cost to City, if the City Representative deems additional
applications are required to control weed growth.
1.3.2
Application sequence will be approved in advance by City. The first application of pre-
emergent will be completed prior to the application of Decomposed Granite and will be
included with the cost of the Decomposed Granite as specified and part of the Construction
Phase portion of work. The second application of pre-emergent will be completed after
installation of the Decomposed Granit and no later than half-way through the Landscape
Establishment Period. The third and final application of pre-emergent will be applied 15 days
prior to completion of the Landscape Establishment portion of the project. The second and
third pre-emergent applications will be included with the cost of Landscape Establishment.
Watering will be completed in accordance with the manufacturer’s recommendations, as
included and as related to each application.
1.3.3
The pre-emergent herbicide will be applied in accordance with the Technical Specifications
and the recommendations of the pre-emergent herbicide manufacturer, as approved by City
Representatives.
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Appendix 10

1.3.4
The control of weeds will be accomplished by the use of herbicides. Manual removal of weeds
will be required, after herbicides have taken affect.
1.3.5
Contractor is responsible for the removal and disposal of all trash and debris that during the
Landscape Establishment Period. Contractor will keep the project in a neat and orderly
manner during the duration of the Landscape Establishment Period.

1.4 Water
The water used during Landscape Establishment to properly maintain the plant material will be
furnished by City, at designated sources from within the project limits, at no charge to Contractor.
Contractor will be responsible for all equipment, materials and labor necessary to load, transport and
unload water for watering purposes.

1.5 Plant Material Replacements
The plant material replacement will be considered as included in the work for Landscape
Establishment, and will be made at no charge to the City.
1.5.1
Shrub and Plant Replacement - During the second half of the Landscaping Establishment
period, Contractor will provide, where required, plant replacements as follows:

Original Size
Replacement Size
1 gallon
5 gallon
5 gallon
15 gallon
15 gallon
24-inch box
36-inch box
48-inch box

1.5.2
Tree Replacement – During the second half of the Landscape Establishment Period,
Contractor will provide plant material replacements for existing plants that die as follows:

Existing Plant Material Sizes
Replacement Size
Trees:

2-inch Caliper
24-inch box
4-inch Caliper
36-inch box
6-inch Caliper and greater
54-inch box
Shrubs:

All Existing Shrubs
15 gallon

1.6 Measurement and Payment
See Technical Specifications for Measurement Payment provisions.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

EXHIBIT C

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
C-1
City Project No.: WW2206.404
Rev. 10/23/23

TECHNICAL SPECIFICATIONS

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

CITY OF CHANDLER

PUBLIC WORKS AND UTILITIES DEPARTMENT

RECLAIMED WATER PIPE EXTENSION

GERMANN ROAD AND HAMILTON STREET
PROJECT NO. WW2206.404

TECHNICAL SPECIFICATIONS

January 2025

MAYOR
KEVIN HARTKE

CITY COUNCIL

Vice Mayor Christine Ellis
Council Member OD Harris
Council Member Jennifer Hawkins

Council Member Angel Encinas
Council Member Jane Poston
Council Member Matt Orlando

CITY MANAGER
JOSHUA WRIGHT

PUBLIC WORKS & UTILTIES DIRECTOR
JOHN KNUDSON, PE
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
TOC-2
Reclaimed Water Pipe Extension

DIVISION 15 MECHANICAL

15050

PIPING SYSTEMS
15051

BURIED PIPING INSTALLATION
15061

DUCTILE IRON PIPE
15120

PIPING SPECIALTIES AND ACCESSORIES

++ END OF TABLE OF CONTENTS ++

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
01050-1
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SECTION 01010
SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. The work covered under this Contract will be performed within the City of
Chandler in the following general locations:
1.
Hamilton Street – Germann Road
1.2 DESCRIPTION OF OWNER'S PROJECT
A. The overall scope project will consist of the following installation:
1.
Installation of approximately 200 linear feet of 24-inch diameter reclaimed
waterline and connecting to the existing reclaimed waterlines on Hamilton
Street and Germann Road.
2.
Installation of a 4-inch and 24-inch gate valve at the intersection of Hamilton
Street and Germann Road.
3.
Installation of two 12-inch insertion gate valves on the existing 12-inch
diameter reclaimed waterline at the intersection of Hamilton Street and
Germann Road.
4.
Installation of a 24-inch gate valve on Hamilton Street approximately 350
linear feet north of Ryan Road and Hamilton Street intersection.
5.
Complete all testing and on new reclaimed waterlines prior to connecting to
existing reclaimed water distribution system. Contractor to coordinate and
plan construction activities with existing operational needs of the City.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
01025-1
Reclaimed Water Pipe Extension
SECTION 01025
MEASUREMENT AND PAYMENT
PART 1 - GENERAL
1.1 SUMMARY

A. Payment for Work performed by the CONTRACTOR under these Contract
Documents shall be made at the approved Contract agreement prices for each of
the items listed in the Bid Schedule and further broken down as listed in the
Schedule of Values. Such payment shall compensate the CONTRACTOR for all
materials, labor, and equipment incorporated into the Work in accordance with the
Drawings and other Contract Documents. In addition, all applicable Federal,
State, County, and local taxes shall be included in such payment.
B. The items listed in the Bid Schedule and the Schedule of Values constitutes all of
the Bid Items for the completion of the Work. No direct or separate payment will
be made for providing miscellaneous or temporary works, testing, safety, Shop
and Record Drawings, and the removal of waste. Compensation for all such
services and materials shall be included in the prices stipulated for the lump sum
and unit pay items listed in the Schedule of Values.
C. The Bid Schedule will include items 1 through 17 listed on the Bid Schedule.
1.2 MEASUREMENT
A. Measurements of the completed Work will be made in place, with no allowance
for waste.
B. Measurements of distances will be made in a horizontal plane, unless otherwise
stated.
PART 2 - PRODUCTS (NOT USED)

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
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PART 3 - EXECUTION
BID FORM DESCRIPTION
A. The following are descriptions of the items listed on the bid form.
1.
Bid Item No. 1 – “Mobilization/Demobilization” shall be paid for at the
Contract lump sum price and shall include compensation for mobilizing and
demobilizing the CONTRACTOR'S construction equipment and personnel,
and shall include compensation for all of the temporary facilities required to
complete the Project including the CONTRACTOR'S field offices, staging
area, construction photographs, permits, coordination, CONTRACTOR’S
quality control testing (such as soil density), utility services, clean-up, Record
Drawings, progress schedules, and all other incidental and appurtenant Work
not specifically specified in the other paragraphs of this Section.

2.
Bid Item No. 2 – “Survey/Staking” shall be paid for at the Contract lump sum
price and shall include compensation for the cost all surveying/staking and all
incidental work as shown on Contract Documents. No additional
compensation will be provided in the incident that re-staking is required.

3.
Bid Item No. 3 – “Maintenance of Plant Operation (MOPO)” shall be paid for
at the Contract lump sum price and shall include compensation for the cost
for all MOPO work, including labor, material, and coordination required to
prepare a detailed MOPO and the associated work to meet the requirements
of the approved MOPO, and all necessary incidental work as shown in
Specification Section 01143 and in the Contract Documents.

4.
Bid Item No. 4 – “Sidewalk Removal & Replacement” shall be paid for at the
Contract price per square foot. This item shall include compensation for all
work incidental towards the removal and replacement of sidewalk as shown
on the Contract Documents. All work outside of the areas specified in the
Contract Documents shall be authorized by the Engineer or City Inspector
and shall be paid for at the unit rate cost.

5.
Bid Item No. 5 – “Curb and Gutter Removal & Replacement” shall be paid
for at the Contract price per linear foot and shall include compensation for all
work incidental towards the removal and replacement of any curb and gutter
as shown on the Contract Documents. All work outside of the areas specified
in the Contract Documents shall be authorized by the Engineer or City
Inspector and shall be paid for at the unit rate cost.

6.
Bid Item No. 6 – “4” RW Removal & Replacement” shall be paid for at the
Contract price per linear foot and shall include compensation for all
compensation for connection with open trenching, discovery and protection
of subsurface obstructions, pipe bedding, trench backfill, trench stabilization,
disposal of surface and waste material at approved locations, removal and
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replacement of the 4-inch Reclaimed Waterline, disinfection and all the
incidental and appurtenant work to complete the item as specified and
indicated on the Contract Documents.

7.
Bid Item No. 7 – “24” RW System Piping & Fittings (DIP PC 250)” shall be
paid for at the Contract price per linear foot. This shall include all
compensation for connection with open trenching, discovery and protection
of subsurface obstructions, pipe bedding, trench backfill, mill and overlay,
pavement sawcut; pavement replacement to include pipe trench and
pavement T-top per MAG standard specifications (asphaltic concrete
pavement shall be 3” thick A19 EVAC base course and 2” of A12.5 EVAC
surface course per City of Chandler standard detail C-203); trench
stabilization, over excavation, disposal of surface and waste material at
approved locations, furnishing and installing all below ground 24-inch water
pipe and fittings, concrete encasement, and all incidental and appurtenant
work to complete the item as specified and indicated on the Contract
Documents.

8.
Bid Item No. 8 – “12” Gate Valves” shall be paid for at the Contract price as
each unit. This shall include compensation for all the work incidental towards
installation of 12-inch diameter gate valves as specified on the Contract
Documents.

9.
Bid Item No. 9 – “4” Gate Valves” shall be paid for at the Contract price as
each unit. This shall include compensation for all the work incidental towards
installation of 4-inch diameter gate valves as specified on the Contract
Documents.

10. Bid Item No. 10 – “24” Gate Valves Installation (Valves Supplied by the
OWNER)" shall be paid for at the Contract price as each unit. This shall
include compensation for all the work incidental towards installation of 24-
inch diameter gate valves as specified on the Contract Documents.

11. Bid Item No. 11 - “Pavement Removal and Replacement” shall be paid for at
the Contract price per square yard. This item shall include all compensation
for labor, material and other miscellaneous items incidental for sawcut and
removal of existing pavement, and mill and overlay and installing pavement
base course and asphalt in areas greater than the nominal pipe trench and T-
top per standard details. Asphaltic concrete pavement shall be 3” thick A19
EVAC base course and 2” of A12.5 EVAC surface course per City of
Chandler standard detail C-203.

12. Bid Item No. 12 – “Permanent Pavement Marking” shall be paid for at the
Contract price per linear foot. This shall include all compensation for all
work incidental to replacement of temporary and permanent traffic lane
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markings as shown on the Contract Documents. Payment shall be made based
on the actual quantity of markings replaced in the field.

13. Bid Item No. 13 – “SRP Power Pole Bracing” shall be paid for at the
Contract lump sum price. This shall include all cost in connection with
coordinating with and compensating the Salt River Project (SRP) to complete
the pole bracing process as specified within the SRP Technical Provision’s
Guidance document.

14. Bid Item No. 14 – “Landscaping Restoration” shall be paid for at the Contract
lump sum price. This shall include all compensation for all work incidental
towards restoration of all existing landscaping disturbed as shown on the
Contract Documents.

15. Bid Item No. 15 – “Traffic Control” shall be paid for at the Contract lump
sum price. This shall include compensation for all work incidental by
providing barricades, signage for traffic control during construction hours,
and temporary plating during non-construction hours. CONTRACTOR shall
be responsible for installing the temporary plating as required by the Contract
Documents. Traffic Control is per City’s General Conditions, MAG Uniform
Standard Details for Public Works Construction, Section 401 “TRAFFIC
CONTROL”, and City of Chandler Engineering & Design Standards Manual
Chapter 7 – Traffic Barricade Design.

16. Bid Item No. 16 – “Stormwater Pollution Prevention Plan” shall be paid for
at the Contract lump sum price. This item shall include all cost incidental to
provide SWPPP plan, installation, maintenance, and protection to prevent any
storm water pollution from the project site to the adjacent areas.

17. Bid Item No. 17 – “GIS Documentation” shall be paid for at the Contract
lump sum price. This shall include all cost in connection with completing all
GIS documentation required by the City of Chandler and as specified within
section 01050 – Field Engineering and Surveying.

18. Bid Item No. 18 – “Water Usage” The OWNER initiated allowance for water
usage shall be paid at the discretion of the OWNER. The CONTRACTOR
shall be responsible for obtaining a City water meter and monitor the flow
used during construction activities to track and report water usage and the
associated activity to the OWNER. “Water Usage” under this item shall
include all cost incidental to provide dust control to prevent any dust from the
project site to adjacent areas, and all construction water including use during
pressure tests, earthwork, compaction efforts, and concrete mixing. Payment
under this item will be based on the actual cost of the Work performed and/or
the items provided.

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
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19. Bid Item No. 19 – “Slurry Seal Allowance” The OWNER initiated allowance
to slurry seal the finished pavement at the discretion of the OWNER. This
allowance is not to be used by the CONTRACTOR to complete any work
already identified in the Contract Documents. Payment under this item will
be based on the actual cost of the Work performed and/or the items provided.

20. Bid Item No. 20 – “Off-Duty Police Officer Allowance” shall be paid for at
the Contract price per hour. The purpose of this allowance is to provide a
funding source for the direct costs associated with utilizing off duty police
officers for traffic control purposes as required by the City. The
CONTRACTOR is to utilize City of Chandler officers for off-duty flagging
services. Should City of Chandler officers not be available for the time(s)
requested by the CONTRACTOR, the CONTRACTOR may utilize officers
from other jurisdictions with prior approval by the OWNER. In all cases, the
CONTRACTOR shall be responsible for obtaining, coordinating, and paying
all costs for local enforcement officers and their vehicles. Contract
reimbursement from this allowance (in whole or in part) is not ensured. The
CONTRACTOR will not anticipate, nor plan, for the allowance dollar
amount to be included in the total Contract amount as part of this project. No
additional compensation will be provided in the incident that additional off-
duty officer services is required due to duplication of work in the original
scope, caused by contractor error. A uniformed off-duty law enforcement
officer will not be scheduled to work more than 12 consecutive hours unless
an emergency exists which, in the opinion of the City Representative,
requires that the officer remains in the capacity of flagger. Flagging services
will be measured for each hour a uniformed off-duty enforcement officer and
authorized vehicle is employed directly by the CONTRACTOR as a flagger
and authorized in advance by the City Representative. Flagging services will
be rounded to the nearest hour. Uniformed off-duty law enforcement officer
flagging services used outside the project limits will not be reimbursed under
this item. The project limits are defined as the construction work zone as
shown on the approved traffic control plan for the specific area under
construction. The accepted quantities of Uniformed Off-Duty Law
Enforcement Officer, measured as provided above, will be paid for at the
Agreement unit price per hour, which price will be full compensation for the
work, complete in place, including vehicle and workman's compensation.
Reimbursement for Uniformed Off-Duty Law Enforcement Officer will be
paid at actual police department invoiced amount only (law enforcement
officer hourly rate + hourly workers compensation fee + hourly law
enforcement vehicle fee). No additional markup (overhead or profit) is
allowed or paid for.

21. Bid Item No. 21 – “Owner’s Allowance” The OWNER initiated allowance
for additional Work as directed by the ENGINEER/OWNER. This allowance
is not be used by the CONTRACTOR to complete any work already
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City of Chandler
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Reclaimed Water Pipe Extension
identified in the Contract Documents. This allowance is designated only for
OWNER-requested items not included in the original scope of work.
Payment under this item will be based on the actual cost of the Work
performed and/or the items provided.
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
22-016
01050-1
Reclaimed Water Pipe Extension
SECTION 01050
FIELD ENGINEERING/SURVEYING
PART 1 - GENERAL
1.1 SUMMARY

A. The CONTRACTOR shall hire a surveyor licensed in the State of Arizona to
perform all surveying responsibilities. It is also the CONTRACTOR'S
responsibility to notify the ENGINEER, in writing, of any discrepancy found
between the topographic survey provided and the baseline conditions provided in
the Contract Documents within 14 days of the Notice to Proceed. The
CONTRACTOR further takes the responsibility to correct any discrepancies not
reported to the ENGINEER within the specified construction schedule as part of
the finished grading required as part of this Project at no cost to the OWNER.
B. The CONTRACTOR shall provide competent, qualified personnel and materials
required to perform all construction layout staking and re-staking (as necessary)
of the Work and will protect and preserve the established reference points and
will make no change or relocations without the prior written approval of the
OWNER.
C. The CONTRACTOR will report to the OWNER whenever any reference point is
lost or destroyed or requires relocation because of necessary changes in grades or
locations. The CONTRACTOR will replace and accurately relocate all reference
points so lost, destroyed, or moved at no additional cost to the OWNER.
D. Field surveying shall include GIS location and data of all new construction as
required by the City of Chandler. The CONTRACTOR shall provide the GIS
location and data at each application of payment to verify content. If data is
missing or does not meet City of Chandler requirements, portions of the new
construction shall be exposed to obtain the data at no additional cost to the
OWNER. The City of Chandler requirements are identified below:
1.
Contractor shall provide survey grade GPS / GIS data, meeting the following
requirements for all facilities to be owned and/or operated by the City of
Chandler.
a.
ESRI File Geodatabase format:
1) All GPS point data, along with corresponding GIS Attribute data,
must be submitted in ESRI File Geodatabase format.
2) The City of Chandler will provide a copy of the File Geodatabase in
ESRI ArcGIS format, upon submitting a data request form attached
herewith.
Please
submit
the
data
request
form
to
Kristy.Noelson@Chandleraz.gov

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b.
Data dictionary and Attribute data:
1) Attribute data should be provided for each of the GPS’d Utility
Feature listed in section ‘d’ below. All Attribute data should
conform to the ESRI File Geodatabase format, provided by the
City. A copy of the data dictionary will be made available to the
CONTRACTOR.
c.
Coordinate System:
1) Horizontal Datum: Arizona State Plane Coordinates, Central
Zone NAD83 (HARN) Vertical Datum: NAVD88.
d.
Point Data for GPS:
1) Reclaimed Water system Features:
a)
Reclaimed water main location (top of pipe), size, and
material (one (1) coordinate provided every 100 feet
minimum) and at fittings.
b) Reclaimed water fitting location (top of feature), size,
material and type including: Bend (22.5, 45, or 90), Tee,
Tapping Sleeve, Cross, Coupling, End Cap, Linestop,
Reducer, Saddle, Other.
c)
Reclaimed water valve location (center of valve box cover), size
and type.
d) Reclaimed water service line location (at connection to main,
any bends, and termination at meter box or meter vault or at the
edge of easement or ROW), size and material.
e)
Reclaimed water blow-off and air release valve location
(center of cover), size, type and manufacturer.
f)
Reclaimed water manhole or vault location (center of cover),
size and type.
2) Standard GPS Metadata on all points collected: Date, Time,
Height,
Horiz_Precision,
Vert_Precision, Northing,
Easting,
Surveyor, Datafile, and Comments
2.
Refer to the included information, following this specification, from the City
of Chandler. Contractor shall meet all requirements.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
01050.1-1
Reclaimed Water Pipe Extension

SECTION 01050.1
CONSTRUCTION SURVEYING AND LAYOUT
PART 1 - GENERAL
1.1 SUMMARY
A. The CONTRACTOR will furnish all labor, materials, and equipment necessary to
perform all surveying, staking, laying out of control lines, and verifications of the
accuracy of all existing control points that are delineated in the Agreement
Documents. The work will be done under the direction of a Registered Land
Surveyor (RLS) licensed to practice in the State of Arizona.
1.2 CONSTRUCTION REQUIRMEENTS:

A. Staking Outline: Prior to beginning any survey operations, the CONTRACTOR
will furnish to the Engineer, for approval, a written outline detailing the method of
staking, interval of stakes, marking of stakes, grade control for various courses of
materials, referencing, structure control, and any other procedures and controls
necessary for survey completion. A part of this outline will also be a schedule that
will show the sequencing of the survey and layout work, throughout the course of
the Agreement, listing a percentage of completion for each month.
B. Field Books: The CONTRACTOR will furnish field books to be used for recording
survey data and field notes. These books will be available for inspection by the City
at any time and will become the property of the City upon completion of the work.
C. Survey Control Verification: Control Points (horizontal and vertical) The existence
and location of all survey monuments, bench marks, and control points will be
verified prior to demolition or construction activity. CONTRACTOR shall
Immediately notify the City of Chandler Project Manager when location
discrepancies greater than 0.02 foot horizontal or 0.01 foot vertical are found. All
datum will be based upon the City of Chandler datum.
D. Control Lines: Construction control lines with grade breaks, transition points,
horizontal and vertical curves, etc., will be established and referenced prior to
construction.
E. Temporary Bench Marks: Temporary bench marks will be established prior to
construction, maintained and periodically verified for accuracy throughout the
construction phase.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
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F. Pre-Construction Location Survey: All existing features will be located prior to
construction, referenced to survey monuments along control lines by stationing in
accordance with the construction documents and by offset distance from the control
lines. All features will be re-locatable after construction. Distances measured will
be within 0.01 foot.
G. Survey monuments: The land surveyor will follow the requirements of A.R.S. §
33-103 when establishing, replacing or setting Public Land System Survey
monuments at Section or Quarter Section corners and will follow the requirement
in Section 9(C) of the Arizona Boundary Survey Minimum Standards when
establishing new or replacement boundary monuments and witness corner
monuments. Finally, land surveyors will also comply with the requirements of
A.R.S. § 104 through 106 when establishing, replacing or setting any type of
boundary monument. Whenever any monuments are established, including those
set to replace missing or damaged monuments of a previous survey, those actions
require the surveyor to create and record a survey drawing documenting the new
monumentation as established.
H. Water and Sewer Line Appurtenances: Water and sewer line surface appurtenances
such as manholes, valves, and cleanouts that lie within the construction area will be
located and noted on the CONTRACTOR’S approved construction documents
prior to any demolition or excavation.
I.
Match Points and Removals: Verify the location (horizontal and vertical) of
existing facilities to which the project connects. Immediately notify City
Representatives when location discrepancies of connecting facilities greater than
0.10 foot horizontal or 0.02 foot vertical are found.
J.
Construction Stakes: The CONTRACTOR will set construction stakes and marks
establishing lines and grades for road work, curbs, gutters, sidewalks, structures,
buildings, centerlines for utilities and necessary appurtenances, and other work as
indicated in the Contract Documents and will be responsible for their conformance
with the Project Plans and Technical Specifications.
The stakes will be established in accordance with the following guidelines which
represent the minimum standard and the CONTRACTOR will provide additional
stakes and controls necessary to perform the work. The CONTRACTOR will be
held responsible for the preservation of all stakes and marks and will replace, at no
additional cost to the City, any construction stakes or marks which have been
carelessly or willfully destroyed by any party.
1.
Roadway: Subgrade stakes will be set to subgrade elevation at 50 foot
intervals on straight sections, 25 foot intervals through vertical curves, on
horizontal curves with radius of 600 feet or less, and/or slopes of less than
0.4%, and the beginning and end of horizontal and vertical curves and grade
breaks. Stakes will be set at crown lines, at grade break lines, and at edges of
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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pavement which do not abut concrete curb and gutter or at the edge of
pavement abutting vertical curbs or other structures whose surface grade will
not be flush with the finished pavement grade. Quarter lines will be staked
where the distance between the crown line stakes and the curb and gutter face
exceeds 20 feet. ABC stakes will be set to ABC elevation at 33 foot intervals
on straight sections, 25 foot intervals through vertical curves, on horizontal
curves with radius of 600 feet or less, and/or slopes of less than 0.4%, and the
beginning and end of horizontal and vertical curves, and grade breaks. Stakes
will be set at crown lines, at grade breaks, and at edges of pavement which do
not abut concrete curb and gutter or at the edge of pavement abutting vertical
curbs or other structures whose surface grade will not be flush with the finished
pavement grade. Quarter lines will be staked where the distance between the
crown line stakes and the curb and gutter face exceeds 20 feet.
a.
Where the existing pavement will be milled and inlayed, the
CONTRACTOR will provide 10-foot grid interval surface control
horizontally and vertically.
b.
Pavement edges will be controlled by utilizing a wire control mechanism
or screeding along a concrete gutter or other structure whose surface grade
is flush with the finished pavement grade. Stakes will be set to finished
elevation at 33 foot intervals on straight sections, 25 foot intervals on
curves with radius of 600 feet or less, and/or slopes of less than 0.4%, and
the beginning and end of horizontal and vertical curves, and grade breaks.

2.
Sidewalk and Bike Paths: Stakes are not required for sidewalks five feet or
less in width which are adjoining existing curb and gutter.
a.
Sidewalk stakes will be set to grade on an offset and tacked for line at 25
foot intervals at the beginning and end of horizontal and vertical curves
and grade breaks.

3.
Storm Sewer and Drainage: All cuts will be to the invert of the pipe, given to
the nearest 0.01 of a foot.
a.
Stakes for storm sewer will be driven flush with the existing ground, set
on an offset at 50 foot intervals. Stakes will be marked with the offset and
indicated cut.
b.
Wyes for laterals will be marked with a line only stake.
c.
Manholes will be marked with the offset and indicated cut to top of
manhole grade and inverts.
d.
Stakes for storm water inlets, two per inlet, will be set on a line normal to
the roadway at the center line of the inlet five and ten feet from the face
of curb. The stakes will be marked with the offset to the face of curb and
the cut or fill to the top of curb and inverts.
e.
Cut sheets will be supplied to the CONTRACTOR and City of Chandler
Inspector.

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
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4.
Water/Reclaimed Water: All cuts will be to the invert of the pipe, given to the
nearest 0.10 of a foot.
a.
Stakes for water will be driven flush with the existing ground, set on an
offset at 50 foot intervals and specified grade breaks. Stakes will be
marked with the offset and indicated cut.
b.
Fittings or other critical points such as tees will be marked with a line only
stake.
c.
Fire hydrants will be located with two stakes per hydrant set parallel with
the roadway five feet from the centerline of the hydrant. The stakes will
be marked with the offset to the hydrant and indicated cut to the top of
curb at the centerline of the hydrant.
d.
Water meters will be located with two stakes per meter set parallel with
the roadway five feet from the centerline of the meter. The stakes will be
marked with the offset to the meter and indicated cut to the top of curb at
the centerline of the meter.
e.
Cut sheets will be supplied to the CONTRACTOR and City of Chandler
Inspector.

5.
Traffic Signing, Striping and Detector Loops: The CONTRACTOR will
delineate the procedures and controls to be utilized in the Staking Outline.

6.
Inspection and Acceptance of Work: The City reserves the right to make
inspections and random checks of any portion of the staking and layout work.
If, in the City's opinion, the work is not being performed in a manner that will
assure proper control and accuracy of the work, the City may order any or all
of the staking and layout work redone at no additional cost.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
++ END OF SECTION ++

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
01090-1
Reclaimed Water Pipe Extension
SECTION 01090
REFERENCE STANDARDS/ABBREVIATIONS
PART 1 - GENERAL
1.1 SUMMARY

A. This Section lists many of the construction industry organizations, professional
and technical associations, societies and institutes, and government agencies
issuing, promoting, or enforcing standards to which references may be made in
the Contract Document, along with the abbreviations commonly used for those
references. Also included are certain general requirements for the use of industry
standards specified and for application of the standards in quality control.
1.2 USE OF REFERENCE STANDARDS
A. Work specified by reference to the published standard or specification of a
government agency, technical association, trade association, professional society
or institute, testing agency, or other organization shall conform to, or surpass the
minimum standards of quality for materials and workmanship established by the
designated standard or specification.
B. Where so specified, products or workmanship shall also conform to the additional
prescriptive or performance requirements included within the Contract
Documents to establish a higher or more stringent standard of quality than that
required by the referenced standard.
C. Where the specific date or issue of the standard is not included with the reference
to the standard, the edition, including all amendments published and available on
the first published date of the Invitation to Bid, shall apply.
D. Where two or more standards are specified to establish quality, the product, and
workmanship shall conform to or surpass the requirements of both.
E. In case of conflict between referenced standards, the more stringent shall apply.
F. Where both a standard and a brand name are specified for a product in the
Contract Document, the proprietary product named shall conform to or surpass
the requirements of the specified reference standard. The listing of a trade name
in a Contract Document shall not be construed a warranting that such product
conforms to the respective reference standard.
G. Copies of Standards:
1.
Copies of applicable referenced standards have not been bound in this
Contract Document.
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2.
Where copies of standards are needed by the CONTRACTOR for
superintendence and quality control of the Work, obtain a copy or copies
directly from the publication source and maintain in an orderly manner at the
job site, available to the CONTRACTOR'S personnel, subcontractors,
OWNER, and ENGINEER.
3.
Submittals: Submit for approval the requests to use products conforming to
printed standards or publications with a different publication date from that
effective under the Contract. Clearly indicate the changes in product or
workmanship quality involved in the proposed change, if any, and reasons for
the request.
1.3 ABBREVIATIONS
A. Abbreviations for trade organizations and government agencies. The following is
a list of construction industry organizations and government agencies to which
references may be made in the Contract Document, with abbreviations used.

AA
Aluminum Association

AAMA
American Architectural Manufacturers Association

AAMA
Architectural Aluminum Manufacturers' Association

AASHTO
American Association of State Highway and Transportation Officials

ABPA
Acoustical and Board Products Association

ACI
American Concrete Institute

ADA
Americans With Disabilities Act

ADEQ
Arizona Department of Environmental Quality

ADHS
Arizona Department of Health Services

AFBMA
Anti-Friction Bearing Manufacturers' Association

AGA
American Gas Association

AGC
Associated General Contractors

AGMA
American Gear Manufacturers' Association

AHC
Architectural Hardware Consultant

AI
Asphalt Institute

AIA
American Institute of Architects

AIA
American Insurance Association

AIEE
American Institute of Electrical Engineers

AISC
American Institute of Steel Construction

AISI
American Iron and Steel Institute
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

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01090-3
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AITC
American Institute of Timber Construction

ALS
American Lumber Standards

AMCA
Air Moving and Conditioning Association

AMG
Arizona Masonry Guild

ANSI
American National Standards Institute

APA
American Plywood Association

API
American Petroleum Institute

AREA
American Railway Engineering Association

ARI
Air Conditioning and Refrigeration Institute

ARMA
Asphalt Roofing Manufacturers Association

ASAE
American Society of Agricultural Engineers

ASCE
American Society of Civil Engineers

ASHRAE
American Society of Heating, Refrigerating, and Air Conditioning
Engineers, Inc.

ASME
American Society of Mechanical Engineers

ASTM
American Society for Testing and Materials

AWI
Architectural Woodwork Institute

AWPA
American Wood Preservers' Association

AWPB
American Wood Preservers Bureau

AWPI
American Wood Preservers' Institute

AWS
American Welding Society

AWSC
American Welding Society Code

AWI
Architectural Woodwork Institute

AWWA
American Water Works Association

BHMA
Builders Hardware Manufacturers' Association

BIA
Brick Institute of America

CBMA
Certified Ballast Manufacturers' Association

CDA
Copper Development Association

CGA
Compressed Gas Association

CISPI
Cast Iron Soil Pipe Institute

CLFMI
Chain Link Fence Manufacturer's Institute
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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CMAA
Crane Manufacturers' Association of America

CRA
California Redwood Association

CRSI
Concrete Reinforcing Steel Institute

CS
Commercial Standards

CSI
Construction Specifications Institute

CTI
Cooling Tower Institute

FGMA
Flat Glass Manufacturer's Association

FIA
Factory Insurance Association

FM
Factory Mutual

FS
Federal Specification

FTI
Facing Tile Institute

GA
Gypsum Association

HI
Hydraulic Institute

HMI
Hoist Manufacturers' Institute

ICBO
International Conference of Building Officials

ICEA
Insulated Cable Engineers' Association

IEEE
Institute of Electrical and Electronics Engineers, Inc.

IES
Illuminating Engineering Society

ISA
Instrument Society of America

JIC
Joint Industry Conferences of Hydraulic Manufacturers

LIA
Lead Industries Association

MAG
Maricopa Association of Governments

MIA
Marble Institute of America

MIA
Masonry Institute of America

MLMA
Metal Lath Manufacturers Association

MS
Military Specifications
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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MMA
Monorail Manufacturers' Association

NAAMM
National Association of Architectural Metal Manufacturers

NBFU
National Board of Fire Underwriters

NBHA
National Builders' Hardware Association

NBS
National Bureau of Standards

NCMA
National Concrete Masonry Association

NEC
National Electrical Code

NEMA
National Electrical Manufacturers' Association

NESC
National Electric Safety Code

NFPA
National Fire Protection Association

NFPA
National Forest Products Association

NGA
National Glass Association

NHLA
National Hardwood Lumber Association

NKCA
National Kitchen Cabinet Association

NLMA
National Lumber Manufacturers' Association

NMWIA
National Mineral Wool Insulation Association

NTMA
National Terrazzo and Mosaic Association

NWMA
National Woodwork Manufacturers' Association

OECI
Overhead Electrical Crane Institute

OSHA
Occupational Safety and Health Administration (both Federal and
State)

PCA
Portland Cement Association

PCI
Pre-cast Concrete Institute

PDI
Plumbing Drainage Institute

PEI
Porcelain Enamel Institute

PS
Product Standards Section - U.S. Department of Commerce

RLM
RLM Standards Institute, Inc.

RMA
Rubber Manufacturers' Association

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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SAE
Society of Automotive Engineers

SDI
Steel Deck Institute

SDI
Steel Door Institute

SIGMA
Sealed Insulating Glass Manufacturing Association

SJI
Steel Joist Institute

SMACNA Sheet Metal and Air Conditioning Contractors National Association

SSPC
Steel Structures Painting Council

SWI
Steel Window Institute

TEMA
Tubular Exchanger Manufacturers' Association

TCA
Tile Council of America

TIMA
Thermal Insulation Manufacturers Association

TPI
Truss Plate Institute

UBC
Uniform Building Code

UFC
Uniform Fire Code

UL
Underwriters' Laboratories, Inc.

USDA
United States Department of Agriculture

USPS
United States Postal Service

VI
Vermiculite Institute

WCLA
West Coast Lumberman's Association

WCLB
West Coast Lumber Bureau

WCLIB
West Coast Lumber Inspection Bureau

WIA
Woodwork Institute of Arizona

WPOA
Western Plumbing Officials Association

WWPA
Western Wood Products Association
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
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01143-1
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SECTION 01143
COORDINATION WITH OWNER'S OPERATIONS
PART 1 - GENERAL
1.1 DESCRIPTION
A. The intent of this Section is to provide CONTRACTOR a sequence to perform the
Work in such a manner that continuous, uninterrupted access to City municipal
services and nearby businesses are maintained and operational throughout the
construction period.
B. The sequences of Work and Schedule of Completion are specified under Section
01010, Summary of Work.
C. Except for the construction hours identified in this specification section,
CONTRACTOR'S means and methods shall be implemented such that the traffic
lanes shall remain in continuous satisfactory operation during the entire
construction period. Work shall be so scheduled and conducted by
CONTRACTOR such that it shall not impede any hindrances to the public and
businesses. In performing the Work shown and specified, CONTRACTOR shall
plan and schedule the Work to meet both the constraints outlined in this
specification section and City of Chandler traffic control standards.
D. Work not specifically covered in Section 01010, Summary of Work, or in the
following paragraphs may, in general, shall be subject to the operating
requirements outlined in this specification section.
1.2 OVERTIME
A. All overtime work by CONTRACTOR necessary to conform to the requirements
of this Section shall be performed by CONTRACTOR at no additional cost to the
OWNER and shall be performed in accordance with the General Conditions.
CONTRACTOR shall make no claims for extra compensation as a result thereof.
B. PRODUCTS (NOT USED)
PART 2 - EXECUTION
2.1 COORDINATION DESCRIPTION
A. All traffic control plans shall be in accordance with the latest City of Chandler
Traffic Barricade Design Technical Manual and shall be approved by the City
Traffic Inspector prior to any construction. CONTRACTOR shall submit a
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construction schedule using the Critical Path Method for prior approval by the
OWNER.
B. All open trenches shall be road-plated with traffic-rated plates when work is not
actively occurring.
C. Reclaimed Water Piping Connections to Existing Reclaimed Water System:
1. The CONTRACTOR shall prepare Maintenance Of Plant Operation (MOPO)
plans to allow all reclaimed waterlines functioning to the maximum extent
possible during construction of the new reclaimed waterline throughout the
project limits. The work identified within this specification section shall consist of
furnishing all materials, labor, equipment, and coordination required to meet the
requirements of the approved MOPO plans.
2. The CONTRACTOR shall prepare MOPO plans that provide sufficient details
on the required sequencing to ensure continuous operation of the existing
reclaimed water system and the services that are fed from the existing reclaimed
water system along the project limits. The services include individual service lines
and larger pipeline feedpoints to City owned and operated irrigation systems and
operational facilities. The CONTRACTOR is hereby advised that any reclaimed
water system shutdown which exceeds the timelines listed within this
specification section shall not be permitted.
3. For each reclaimed water system connection identified in the Contract
Documents will affect existing operational infrastructure, the CONTRACTOR
shall submit MOPO plans to the OWNER and Engineer for review and prior
approval a minimum of 30 days prior to commencing the work.
4. Each MOPO plan shall at a minimum include the following:

a.
Timing, method, drainage locations, and detailed work plans for each
reclaimed water system connection identified in the Contract
Documents.

b.
Method of keeping the existing reclaimed water system functioning
prior to connecting new reclaimed waterline and/or appurtenances. The
method may include temporary reclaimed waterline connections,
temporary valving, and temporary thrust restraint. Details shall include,
but are not limited to, material type, pipe sizing, valve sizing, size of
thrust blocks, and adaptor coupling size, manufacturer, and model
number.

c.
Detailed schedule for overall installation of the reclaimed waterline and
related appurtenances, including the preparation of a construction
sequencing plan. The schedule for the reclaimed waterline construction
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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work shall align with the sequencing plan or a revised sequencing plan
approved by the OWNER.

d.
Timing and method of removal of temporary improvements necessary
for providing continuous reclaimed water service such as temporary
reclaimed waterline connections, temporary valving, and temporary
thrust restraint.

e.
Work identified in the MOPO plan may be required to occur at night or
during the weekend to ensure minimal disruption to City reclaimed
water system operation or nearby businesses and shall occur at no
additional cost to the OWNER.
5. The CONTRACTOR shall complete the reclaimed water system shutdowns, as
identified below, in sequence. Each MOPO plan shall identify the sequence to
which the work will be completed. The following is a sequence and description
for each MOPO plan that shall be submitted for review and approval by the
OWNER and Engineer.
a. MOPO Plan No. 1: New 24-inch Gate Valve Installation – Sheet C-2
• The CONTRACTOR shall complete all necessary work including
excavation, trench shoring, exposing underground pipe connection,
lay-down of pipe materials, pre-work of planned pipe installation on
the ground surface, and traffic control prior to shutting down the
City’s reclaimed water system. The maximum duration for this
portion of the work is 2 calendar days.
• Once OWNER and Engineer verify all pre-shutdown work is
complete, CONTRACTOR shall be permitted to shut down the
operation of the reclaimed water system thereby impacting
Tumbleweed Recharge Facility ASR Wells 4, 5, 8, 9, 10, as well as,
Tumbleweed Recharge Facility Sand Separator System, and
Tumbleweed Park Irrigation Booster Pump Station No. 3 for a
maximum duration of 24 continuous hours. During shut down the
CONTRACTOR shall install 24-inch gate valve, pipe section, and
couplings. All work shall be witnessed by the OWNER and Engineer.
• The CONTRACTOR shall complete all necessary work including
bedding, backfill, valve box/cover installation, ground surface
restoration, and all incidental work. The maximum duration for this
portion of the work is 3 calendar days.
b. MOPO Plan No. 2: New 24-inch Gate Valve Installation – Sheet C-1
• The CONTRACTOR shall complete all necessary work including
excavation, trench shoring, exposing underground pipe connection,
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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lay-down of pipe materials, pre-work of planned pipe installation on
the ground surface, and traffic control prior to shutting down the
City’s reclaimed water system. The maximum duration for this
portion of the work is 10 calendar days.
• Once OWNER and Engineer verify all pre-shutdown work is
complete, CONTRACTOR shall be permitted to shut down the
operation of the reclaimed water system thereby impacting
Tumbleweed Recharge Facility ASR Wells 4, 5, 8, 9, 10, as well as,
Tumbleweed Recharge Facility Sand Separator System, and
Tumbleweed Park Irrigation Booster Pump Station No. 3 for a
maximum duration of 24 continuous hours. During shut down the
CONTRACTOR shall install 24-inch gate valve, pipe section, and
couplings. All work shall be witnessed by the OWNER and Engineer.
• The CONTRACTOR shall complete all necessary work including
bedding, backfill, valve box/cover installation, ground surface
restoration, and all incidental work. The maximum duration for this
portion of the work is the Contract calendar days.
c. MOPO Plan No. 3: New 24-inch Reclaimed Waterline Connection to
Existing 12-inch Reclaimed Waterline within Germann Road Right-of-
Way – Sheet C-1
• The CONTRACTOR shall complete all necessary work including
pavement removal, sidewalk removal, curb/gutter removal, SRP pole
bracing, excavation, trench shoring, exposing underground pipe
connection, lay-down of pipe materials, pre-work of planned pipe
installation on the ground surface, and traffic control prior to shutting
down the City’s reclaimed water system. The maximum duration for
this portion of the work is 14 calendar days.
• Once OWNER and Engineer verify all pre-shutdown work is
complete, CONTRACTOR shall be permitted to shut down the
operation of the reclaimed water system for a maximum duration of 7
calendar days. During shut down the CONTRACTOR shall install
pipe section, pipe fittings, thrust blocks, 12-inch gate valves, pipe
appurtenances, and couplings. All work shall be witnessed by the
OWNER and Engineer.
• The CONTRACTOR shall complete all necessary work including
pavement replacement, striping, sidewalk replacement, curb/gutter
replacement, bedding, backfill, valve box/cover installation, ground
surface restoration, landscaping restoration, and all incidental work.
The maximum duration for this portion of the work is 7 calendar
days.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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6. Prior to any tie-in, CONTRACTOR shall coordinate with OWNER and
Engineer to schedule valve closure for isolation purposes.
7. Prior to any tie-in, CONTRACTOR shall coordinate with OWNER or
ENGINEER to determine mode and location where water in existing piping will
be drained. Tie-ins in Germann Rd. will require coordinated efforts with the
OWNER and Engineer to isolate tie-in locations and facilitate drainage/injection
of water into the existing ASR wells in Tumbleweed Park. This coordination shall
be included as part of the approved MOPO plan.

a. CONTRACTOR shall be required to account for time and effort as
coordinated with OWNER to lock out and tag out equipment in Tumbleweed
Park Recharge Facility for coordinated drainage efforts.
8. MOPO plans shall be measured as a single complete unit of work and paid at
the Agreement lump sum price, which price will be full compensation for the
work, complete in place, including all required labor, material, and coordination
required to prepare detailed MOPO plans and the associated work to meet the
requirements of the approved MOPO plans. CONTRACTOR is responsible for
and no separate measurement will be made for temporary thrust blocks, temporary
valves, temporary pipe installation, development of MOPO plans, implementation
of the MOPO plans, coordination, labor, and materials as required to maintain
constant services to all existing reclaimed water users impacted during
construction.
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
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01300-1
Reclaimed Water Pipe Extension
SECTION 01300
SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. The CONTRACTOR shall include a completed transmittal form for all submittals.
Transmittal forms will be furnished to CONTRACTOR by ENGINEER. Submittals
shall be sent to the ENGINEER.
1.2 SECTION INCLUDES
A. Shop Drawings.
B. Material and Equipment Record.
C. Samples.
D. Daily reports.
E. Testing results.
F. Construction photographs.
G. Record Drawings.
1.3 DATA REFERENCE SYMBOLS AND DESCRIPTIONS
A. The submittal data required for Shop Drawings and operations manuals shall contain,
but not necessarily be limited to, that data and material as defined by the coded
legend set forth below. The submittal data required shall be as indicated and
specified
under
various
headings
of
the
specifications.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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LEGEND
DATA REFERENCE SYMBOLS AND DESCRIPTIONS

Symbol

Description

Letters of Certification of Compliance on materials, equipment, etc.

Samples.

Final certified drawings showing outline dimensions, foundation layout
or mounting information, and other pertinent dimensions.

Field erection instructions, assembly drawings and/or diagrams, detailed
reference drawing lists, and lists of erection details.

Shop detail drawings showing individual sub-assemblies and fabricated
pieces with material specifications and other applicable data.

Installation instructions, operating and/or service manuals, and all other
data pertinent to operating or servicing the complete apparatus.
Preventative maintenance instructions and recommended frequency.

General bulletins and catalog cuts describing complete apparatus
including operating principles and fundamentals.

Service data sheets showing design performance, utility requirements,
etc., as applicable to the specific duty for which the equipment is
furnished.

Curves and/or data for overall range of operation from minimum to
maximum capacity or load, showing capacity or load, utilities motive
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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medium required, total or incremental differential head, and other
pertinent information applicable to the equipment or its component
assemblies.

Materials of construction of all components.

Renewal parts list with diagrammatic or cross-section drawings showing
part identification. Material analysis or trades designation for each
significant part is to be noted on parts lists or on a separate sheet.

Stuffing box sizes; packing sizes; specifications and arrangement; and
mechanical seal details, specifications, etc., if furnished in equipment.

Bearing manufacturer's standard identification and/or interchangeable
number for all anti-friction bearings in the equipment proper and its
accessory items.

Material gradation, design mix, job mix formula, and/or material analysis.

1.4 SHOP DRAWINGS
A. The CONTRACTOR shall submit Shop Drawings for the equipment and materials
specified herein. CONTRACTOR shall submit the shop drawings online via
“Newforma”. The shop drawings shall be addressed to (Brandy.Nixon@wilson-
engineers.com). Text shall be in electronic ASCII format. Drawings and figures
shall be in AutoCAD “.dwg”, or bitmap “.bmp,” tiff “.tiff,” jpeg “.jpg,” gif “.gif,” or
pdf “.pdf” format.
B. ENGINEER shall return electronic Shop Drawings to CONTRACTOR within 14
calendar days of receipt by ENGINEER.
C. The CONTRACTOR may request submittals be reviewed up to two times for each
equipment or construction material item, regardless of manufacturer or supplier, by
the ENGINEER.
D. A copy of this specification section, with addendum updates included, and all
referenced and applicable sections, with addendum updates included, with each
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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paragraph check-marked to indicate specification compliance or marked to indicate
requested deviations from specification requirements. Check marks () shall denote
full compliance with a paragraph as a whole. If deviations from the specifications are
indicated, and therefore requested by the CONTRACTOR, each deviation shall be
underlined and denoted by a number in the margin to the right of the identified
paragraph, referenced to a detailed written explanation of the reasons for requesting
the deviation. The ENGINEER shall be the final authority for determining
acceptability of requested deviations. The CONTRACTOR shall furnish equipment
and/or services as specified if an exception and/or deviation is rejected. The
remaining portions of the paragraph not underlined will signify compliance on the
part of the CONTRACTOR with the specifications. Failure to include a copy of the
marked-up specification sections, along with justification(s) for any requested
deviations to the specification requirements, with the submittal shall be sufficient
cause for rejection of the entire submittal with no further consideration.
E. The CONTRACTOR shall submit the preventive maintenance information package
as part of the shop drawing submittal package to the ENGINEER for review and
approval.
F. The CONTRACTOR will be held responsible for any delay in progress of the Work
due to resubmittal of Shop Drawings. Time for completion of the Contract will not
be extended due to CONTRACTOR’s failure to promptly submit complete and
acceptable Shop Drawings, product data and samples.
G. Do not execute Work required by Shop Drawings until accepted Shop Drawings are
received from ENGINEER.
H. Before submitting Shop Drawings for review, CONTRACTOR shall check Shop
Drawings for accuracy, ascertain that all Work contiguous with and having bearing
on other Work shown on Shop Drawings is accurately drawn, and that Work shown
is in conformity with Contract requirements. The CONTRACTOR is responsible for
all submittals from subcontractors and suppliers.
I.
All such Drawings and details, when submitted, must bear the stamp of approval of
CONTRACTOR, bearing checked data, as evidence that such Drawings and details
have been checked by the CONTRACTOR. Said "stamp" shall clearly state that the
CONTRACTOR has checked the Drawings by providing signature certification. Any
Drawings submitted without such executed stamp of approval, or whenever it is
evident (despite the stamp) that the Drawings have not been checked, they will be
returned to the CONTRACTOR for resubmission and will not be considered. In such
event, it will be deemed that CONTRACTOR has not complied with this provision
and the CONTRACTOR shall bear risk of all delays to the same extent as if no
Drawings or details had been submitted.
J.
The CONTRACTOR shall prepare composite Drawings and installation layouts,
when required to solve tight field conditions. Such Drawings shall consist of
dimensioned plans and elevations, and must give complete information particularly
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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as to size and location of sleeves, inserts, attachments, openings, conduits, ducts,
boxes, structural interferences, etc. These composite drawings and installation
layouts shall be coordinated in the field by the CONTRACTOR and his
subcontractors for proper relationship to the Work of other trades, based on field
conditions, and shall be checked and approved by them before submission to the
ENGINEER for his final review. The CONTRACTOR shall have competent
technical personnel readily available for such coordinating and checking, as well as
for supervision of field installation of Work as per the Drawings and installation
layouts, which have been previously determined by him to be correct and carry the
ENGINEER'S review stamp.
K. Submission of Shop Drawings (in either original submission or when resubmitted
with corrections) constitute evidence that the CONTRACTOR has checked all
information thereon, and that he accepts and is willing to perform the Work as shown
in a workmanlike manner and in accordance with best standard practice.
L. Cost of any changes in construction due to improper checking and coordination by
the CONTRACTOR shall be paid for by the CONTRACTOR, and the
CONTRACTOR shall be responsible for all additional costs, including coordination.
M. Shop Drawings shall clearly delineate the following information:
1.
ENGINEER'S name and Project number, Project name and address.
2.
Drawing title, number, date, and scale.
3.
Names of CONTRACTOR, subcontractor, and fabricator.
4.
Letters of Certification of Compliance
5.
Working and erection dimensions.
6.
Arrangements and sectional views.
7.
Necessary details, including complete information for making connections with
other Work.
8.
Kinds of materials and finishes.
9.
Show descriptive names of materials and equipment, classified item numbers,
and locations at which materials or equipment are to be installed in the Work.
Use same reference identification as shown on Contract Drawings.
N. The ENGINEER shall provide the CONTRACTOR with a form to accompany the
Shop Drawings.
O. If Shop Drawings show variations from Contract Documents because of standard
shop practice or other reasons, make specific mention of such variations in the
transmittal form.
P. Shop Drawings review will be general. It shall not relieve the CONTRACTOR of
responsibility for accuracy of such Shop Drawings, nor proper fitting, construction of
Work, furnishing of materials, or Work required by Contract Documents and not
indicated on Shop Drawings. Shop Drawings review shall not be construed as
approving departures from Contract Documents.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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Q. Review of Shop Drawings and schedules shall not relieve the CONTRACTOR from
responsibility for any violation indicated on such Drawings or schedules of local,
County, State, or Federal laws, rules, ordinances, or rules and regulations of
commissions, boards or other authorities or utilities having jurisdiction.
R. When product data, consisting of manufacturer's printed literature, is required to be
submitted to ENGINEER, it shall be submitted in original form. Any fading type of
reproduction will not be accepted.
1.5 CONSTRUCTION PHOTOGRAPHS
A. Per Section 01380, Construction Photographs.
1.6 TESTING RESULTS
A. CONTRACTOR shall furnish to ENGINEER copies of all testing results for all tests
required in the Specifications.
1.7 RECORD DRAWINGS
A. Per Section 01700, Contract Closeout. CONTRACTOR shall update Record
Drawings whenever a change occurs and shall be made available for review by
ENGINEER with the pay application. Failure of CONTRACTOR to maintain
updated Record Drawings shall be justification for refusal of Pay Application.
1.8 ALL ADDITIONAL SUBMITTALS
A. As required by the Contract Documents.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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SECTION 01380
CONSTRUCTION PHOTOGRAPHS
PART 1 - GENERAL
1.1 SUMMARY
A. Pre-construction Video:
1.
The CONTRACTOR shall furnish a pre-construction video in accordance
with the Contract Documents.
B. Ground Level Construction Photographs:
1.
The CONTRACTOR shall furnish progress photographs of the Project as
specified herein.
2.
The CONTRACTOR shall provide high quality digital photographs on CDs
or flash drives. The electronic file format shall be .jpg, .gif, or tiff. If the
current photographs (both standard and digital) do not accompany the
application, it shall not be reviewed and shall be returned to the
CONTRACTOR as incomplete. At least 50 photographs (minimum of 40
digital photos specified herein) shall be taken per each Application of
Payment.
3.
Provide interior and exterior photographs of each buried structure prior to
burial. Provide a minimum of four internal views and four external views of
each structure. One view shall be provided of each wall, detail, floor, and top
of structure.
4.
In addition to the previous specified progress photographs, CONTRACTOR
shall provide photographs of new and existing valves, elbows, tees, piping
crossing electrical ducts with landmarks that allow location of these
underground utilities. Every utility that is exposed during construction shall
be photographed and documented.
C. Aerial Construction Photographs:
1.
Aerial construction photographs shall not be required for this Project.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.1 PROCEDURES
A. The ground level construction photographs shall be of aesthetic composition and
shall depict the progress of the Work from the beginning of construction through
and including the finished product and shall include, but not be limited to, the
items listed in Section 01010, Summary of Work.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
22-016
01380-2
Reclaimed Water Pipe Extension
B. Ground level construction photographs shall be submitted monthly with the
Application for Payment. The Application for Payment shall not be reviewed and
shall be returned to the CONTRACTOR as incomplete if the currently due
photographs have not been submitted.
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
22-016
01700-1
Reclaimed Water Pipe Extension
SECTION 01700
CONTRACT CLOSEOUT
PART 1 - GENERAL
1.1 SUMMARY

A. Tasks listed under this Section shall be completed prior to Contract closeout and
approval of the CONTRACTOR'S final pay request.
1.2 RELATED SECTIONS
A. Section 01300, Submittals.
1.3 CONTRACT CLOSEOUT SUBMITTALS
A. The following documents are to be submitted as specified to the ENGINEER
prior to approval of the CONTRACTOR'S final pay request:
1.
Record Drawings shall be furnished by the CONTRACTOR. One set of
bluelines annotated to show all changes shall be delivered by the
CONTRACTOR to the ENGINEER. The Record Drawings shall reflect all
changes made by Change Order, addenda, field order, Work directive, and
any other changes made and approved during the course of the Work.
2.
Certification of Final Completion.
3.
Evidence of Payment and Release of Labor and Material Liens as outlined in
the Conditions of the Contract. Affidavit of Settlement of Claims shall be
furnished by the CONTRACTOR and all subcontractors.
4.
Release of claims as outlined in the conditions of the Contract.
5.
Evidence of Compliance with Requirements of Governing Authorities,
including Certificate of Occupancy and Certificates of Inspection.
1.4 SITE CONDITIONS
A. Prior to approval of the CONTRACTOR'S final pay request, and after Work has
been completed, the CONTRACTOR shall dispose of all waste material and
conduct final cleaning of completed work.
B. All areas shall be restored to a condition equal to or better than the original.
C. Site grading shall be performed to the lines and grades as shown or conforming to
adjacent contours.
1.5 MAINTENANCE AND GUARANTEE
A. The CONTRACTOR shall comply with the maintenance and guarantee
requirements contained in the General Conditions.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
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01700-2
Reclaimed Water Pipe Extension
B. Replacement of earth fill or backfill, where it has settled below the required finish
elevations, shall be considered as a part of such required repair Work, and any
repair or resurfacing constructed by the CONTRACTOR which becomes
necessary by reason of such settlement shall likewise be considered as a part of
such required repair Work, unless the CONTRACTOR shall have obtained a
statement in writing from the affected private owner or public agency releasing
the CONTRACTOR from further responsibility in connection with such repair or
resurfacing.
C. The CONTRACTOR shall make all repairs and replacements promptly upon
receipt of written order from the OWNER. If the CONTRACTOR fails to make
such repairs or replacements promptly, the OWNER reserves the right to do the
Work and the CONTRACTOR and his surety shall be liable to the OWNER for
the cost thereof.
1.6 BOND
A. The CONTRACTOR shall provide a bond to guarantee performance of the
provisions contained in Paragraph 1.5, above, and the General Conditions.
1.7 RE-INSPECTION FEES
A. Should CONTRACTOR fail to complete and correct punch list items such that
additional inspections are required by ENGINEER, CONTRACTOR shall pay
ENGINEER'S standard rates per person per hour for ENGINEER'S additional
services. If CONTRACTOR has any questions with regard to any items on punch
list, he shall request clarification before final inspection.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
02100-1
Reclaimed Water Pipe Extension
SECTION 02100
SITE PREPARATION
PART 1 - GENERAL
1.1 SUMMARY

A. Prepare the construction site for new construction.
1.2 SECTION INCLUDES
A. Protection of certain existing trees and vegetation.
B. Clearing and grubbing.
C. Removing below grade improvements (including stumps).
D. Installing and maintaining barricades and warning signs.
E. All other miscellaneous items of Work required to complete the site preparation.
1.3 RELATED SECTIONS
A. Section 02200, Earthwork.
1.4 PROJECT CONDITIONS
A. Traffic: Conduct site-clearing operations to ensure minimum interference with
roads, streets, walks, and other adjacent occupied or used facilities. Do not close
or obstruct streets, walks, or other occupied or used facilities without permission
from authorities having jurisdiction.
B. Protection of Existing Improvements: Provide protection as necessary to prevent
damage to existing improvements indicated to remain in place.
1.
Protect improvements on adjoining properties and OWNER'S property.
2.
Restore damaged improvements to their original or better condition, as
acceptable to OWNER.
C. Protection of Existing Trees and Vegetation:
1.
Existing vegetation in the field not scheduled for removal shall be
undisturbed by the CONTRACTOR. The CONTRACTOR shall NOT
remove from the site any plants unless specifically approved by the
ENGINEER.
2.
Protect existing trees and vegetation indicated to remain against unnecessary
cutting, breaking or skinning of roots, skinning or bruising of bark,
smothering of trees by stockpiling construction materials or excavated
materials within drip line, excess foot or vehicular traffic or parking of
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
22-016
02100-2
Reclaimed Water Pipe Extension
vehicles within the drip line. Prior to initiating site clearing activities, the
CONTRACTOR shall mark the limits of the disturbance areas either by
placing lime, flags, or survey stakes at the limits shown on the Plans.
3.
Do not destroy vegetation which may be naturally located in the periphery of
proposed disturbed areas (within a zone ± 5 feet from the limits of
construction). The ENGINEER shall be notified if existing plants are located
within the fringes of the construction limits. The ENGINEER shall issue
instructions at that time.
4.
Adjustments may be made in the limits of construction to protect the affected
plants based on a field review of the staked limits. The adjusted construction
limits shall be considered the permanent construction limits for the duration
of the Project. If the ENGINEER recommends that construction limits be
adjusted to preserve existing plants, the CONTRACTOR, at his own option,
may elect to clear the subject vegetation and revegetate with like-kind size
and species as required herein and by Landscape Drawings at no additional
cost to the OWNER. The CONTRACTOR shall be entirely responsible for
removal, storage, and replanting of such vegetation in accordance with City’s
Landscape Design of Right-of-Way, medians, and retention basin Technical
Design Manual no. 8.
5.
During the course of the Work the CONTRACTOR shall:
a.
Water trees, shrubs, and other vegetation to remain within limits of
Contract Work as required to maintain their health during the course of
construction operations at no additional cost to the OWNER.
b.
Provide protection for roots over 1-1/2-inches in diameter that are cut
during construction operations. Temporarily cover exposed roots with
wet burlap to prevent the roots from drying out; cover with earth as soon
as possible.
c.
Repair or replace trees and vegetation indicated to remain that are
damaged by construction operations in a manner acceptable to the
ENGINEER.
d.
Trees to be protected in place shall not be pruned unless limbs are
damaged, or at the direction of the ENGINEER. Employ a licensed
arborist to repair damaged trees and shrubs. Replace trees that cannot be
repaired and restored to full growth status, as determined by the arborist.
e.
Trees may be pruned for routing maintenance during construction with
ENGINEER’S approval at no additional cost to the OWNER.
D. Provide a temporary construction fence/barrier to protect trees and vegetation at
the limits reviewed and approved by the ENGINEER. The barrier shall be
installed and remain in place for the duration of the Project or as directed by the
ENGINEER.

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
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02100-3
Reclaimed Water Pipe Extension
PART 2 - PRODUCTS

2.1 MATERIALS
A. Fencing: Any fencing removed as obstructions shall be restored to match existing
with property OWNER’s approval/acceptance.
B. Barricades, warning signs, and related equipment shall be placed as required.
C. Tree Protection Fence/Barrier: Shall be a commercially available product
acceptable to the ENGINEER for its intended purpose. The barrier shall be
similar to a nylon woven material or woven wire fence such as TENAX Nordic
Snow Fence, or approved equal, with approved stakes approximately 36-inches in
height. Submit material sample and Shop Drawings for barrier installation to the
ENGINEER for approval prior to use.
PART 3 - EXECUTION
3.1 PREPARATION
A. Site Clearing
1.
General: Remove trees, shrubs, grass and other vegetation, improvements or
obstructions, as required, to permit installation of new construction. Remove
similar items elsewhere on site or premises as specifically indicated.
Removal includes digging out and off-site disposal of stumps and roots.
a.
Cut minor roots and branches of trees indicated to remain in a clean and
careful manner where such roots and branches obstruct installation of
new construction.
2.
Clearing and Grubbing: Within the limits of Work, clear site of trees, shrubs
and other material, except for those indicated to be left standing.
a.
Completely remove stumps, roots, and other debris protruding through
the ground surface. Stump removal and backfilling of holes is required
for trees indicated on the Plans to be removed.
b.
Use only hand methods for grubbing inside drip line of trees indicated to
remain.
c.
Fill depressions caused by clearing and grubbing operations with
satisfactory soil material, unless further excavation or earthwork is
indicated.
d.
Place fill material in horizontal layers not exceeding 6-inches loose
depth, and thoroughly compact each layer to a density equal to adjacent
original ground.
3.
Disposal of Waste Material:
a.
Burning on OWNER'S Property: Burning is not permitted on
OWNER'S property.
b.
Removal from OWNER'S Property: Remove waste materials from
OWNER'S property at no additional cost to the Project.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
22-016
02100-4
Reclaimed Water Pipe Extension
4.
All miscellaneous items not specifically mentioned or designated on the
Drawings as removal items, but required for the completion of the Work,
shall be removed. All such items removed shall be hauled from the site.
B. Barricades and Warning Signs:
1.
Construction sites shall be properly barricaded with appropriate warning
signs affixed to prevent unauthorized access to the construction site.
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
02200-1
Reclaimed Water Pipe Extension
SECTION 02200
EARTHWORK
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. This Section covers excavating, trenching, backfilling, and grading as indicated
on the Project Drawings, together with all incidental Work in connection
therewith, including subgrade preparation and restoration, legally disposing of
surplus and waste materials, and final site grading. Areas disturbed by
construction shall be graded and excavated or filled in such a manner that
completed items will conform to lines, grades, and elevations of surrounding area.
Drawings and General Provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply to this
Section.
1.2 SUMMARY
A. This Section includes the following:
1.
Subbase course for walks and pavements.
2.
Excavating and backfilling trenches within building lines.
3.
Excavating and backfilling for underground mechanical and electrical
utilities and appurtenances.
4.
Placing on-site fill material.
B. Related Section: The following Section contains requirements that relate to this
Section.
1.
Section 02100, Site Preparation.

1.3 DEFINITIONS
A. Excavation consists of the removal of material encountered to subgrade elevations
and the reuse or disposal of materials removed.
B. Subgrade: The uppermost surface of an excavation or the top surface of a fill or
backfill immediately below subbase, drainage fill, or topsoil materials.
C. Borrow: Soil material obtained off site when sufficient approved soil material is
not available from excavations.
D. Subbase Course: The layer placed between the subgrade and base course in a
paving system or the layer placed between the subgrade and surface of a
pavement or walk.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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Reclaimed Water Pipe Extension
E. Base Course: The layer placed between the subbase and surface pavement in a
paving system.
F. Capillary Water Barrier: Course of clean sand or washed granular material placed
above a water barrier sheet supporting interior concrete slab-on-grade placed to
cut off upward capillary flow of pore water.
G. Unauthorized excavation consists of removing materials beyond indicated
subgrade elevations or dimensions without direction by the ENGINEER.
Unauthorized excavation, as well as remedial Work directed by the ENGINEER,
shall be at the CONTRACTOR'S expense.
H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs,
mechanical and electrical appurtenances, or other man-made stationary features
constructed above or below ground surface.
I.
Utilities include on-site underground pipes, conduits, ducts, and cables, as well as
underground services within building lines.
1.4 SUBMITTALS
A. General: Submit the following according to the Conditions of the Contract and
Division 1 Specification Sections.
B. Samples of the following:
1.
60 lb. representative samples of each proposed fill and backfill soil material
from on-site or borrow sources.
C. Test Reports: In addition to test reports required under field quality control,
submit the following:
1.
Laboratory analysis of each soil material proposed for fill and backfill from
on-site and borrow sources.
2.
One optimum moisture-maximum density curve for each soil material.
D. A copy of this specification section, with addendum updates included, and all
referenced and applicable sections, with addendum updates included, with each
paragraph check-marked to indicate specification compliance or marked to
indicate requested deviations from specification requirements. Check marks ()
shall denote full compliance with a paragraph as a whole. If deviations from the
specifications are indicated, and therefore requested by the CONTRACTOR, each
deviation shall be underlined and denoted by a number in the margin to the right
of the identified paragraph, referenced to a detailed written explanation of the
reasons for requesting the deviation. The ENGINEER shall be the final authority
for determining acceptability of requested deviations. The CONTRACTOR shall
furnish equipment and/or services as specified if an exception and/or deviation is
rejected. The remaining portions of the paragraph not underlined will signify
compliance on the part of the CONTRACTOR with the specifications. Failure to
include a copy of the marked-up specification sections, along with justification(s)
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
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02200-3
Reclaimed Water Pipe Extension
for any requested deviations to the specification requirements, with the submittal
shall be sufficient cause for rejection of the entire submittal with no further
consideration.
E. The CONTRACTOR shall submit the preventive maintenance information
package as part of the shop drawing submittal package to the ENGINEER for
review and approval.
1.5 QUALITY ASSURANCE
A. Codes and Standards: Perform earthwork complying with requirements of
authorities having jurisdiction.
B. Pre-installation Conference: Before commencing earthwork, meet with
representatives of the governing authorities, OWNER, ENGINEER, consultants,
Geotechnical Engineer, independent testing agency, and other concerned entities.
Review earthwork procedures and responsibilities including testing and inspection
procedures and requirements. Notify participants at least three working days prior
to convening conference. Record discussions and agreements and furnish a copy
to each participant.
C. Soils Testing Service: CONTRACTOR shall employ, at his own expense, an
independent testing agency, certified in the State of Arizona, to perform all testing
services as specified herein. Selection of a testing agency is subject to
ENGINEER’S approval. Submit a written description of proposed soils testing
agency giving qualifications of personnel, equipment, and other information
which may be requested by ENGINEER.
1.6 PROJECT CONDITIONS
A. Existing Utilities: Do not interrupt existing utilities serving facilities occupied by
the OWNER or others except when permitted in writing by the ENGINEER and
then only after acceptable temporary utility services have been provided.
1.
Provide a minimum 48 hours' notice to the ENGINEER and receive written
notice to proceed before interrupting any utility.
PART 2 - PRODUCTS

2.1 SOIL MATERIALS
A. General: Provide approved borrow soil materials from offsite when sufficient
approved soil materials are not available from excavations.
B. Site Soils: The granular site soils may be used as fill in all areas of the site. The
clayey site soils shall not be used as subsurface wall or retaining wall backfill.
The clayey sand site soils may be used in all other areas provided these soils are
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
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02200-4
Reclaimed Water Pipe Extension
placed and compacted at moisture contents at or above optimum in exterior slab
and facility areas. All materials shall be free of organics, debris, and rubble.
C. Imported Soils: Additional fill required shall be imported soils meeting the
following requirements:
1.
Maximum Particle Size: 3-inches.
2.
Maximum Swell Potential: 1.5% based on a sample which is remolded to
95% of the ASTM D698 maximum dry density at a moisture content of 2%
below optimum placed under a surcharge of 100 psf and wetted.
3.
Maximum Percent Passing No. 200 Sieve: 40.
4.
Corrosion Potential: Sulfate Content (ARIZ 733) = 1,000 ppm (max),
Chloride Content (ARIZ 733) = 500 ppm (max).
D. Backfill and Fill Materials: As shown in the Drawings and site soil as described
above.
E. Subbase and Base Material: Maricopa Association of Governments (MAG)
Specification Section 702 for Select (Subbase) Type A or B and aggregate base
(Base).
F. Engineered Fill: Site soils as describe above subbase or base materials or
aggregate base course (ABC) according to MAG Standard Specification Section
702.
G. Bedding Material: Subbase or base materials with 100% passing a 1-inch sieve
and not more than 8% passing a No. 200 sieve.
1.
If on-site material can be used as bedding material, the CONTRACTOR shall
take necessary steps to separate the suitable bedding material from the sandy
clay and sandy silt found on site. The bedding material must meet all
requirements of this Specifications Document and MAG Standard
Specification Section 601.
2.
If on-site material does not meet the bedding material requirements, the
CONTRACTOR shall supply the specified bedding material at no additional
cost to the OWNER.
H. Capillary Water Barrier:
1.
Washed, evenly graded mixture of crushed stone, or crushed or uncrushed
gravel, ASTM D448, coarse aggregate Grading Size 57, with 100% passing a
1-1/2-inch sieve and not more than 5% passing a No. 8 sieve.
2.
Clean, washed natural or manufactured, non-plastic sand.

3.
Either of the above soil materials.
I.
Filtering Material: Evenly graded mixture of natural or crushed gravel or crushed
stone and natural sand, with 100% passing a 1-1/2-inch sieve and 0% to 5%
passing a No. 50 sieve.
J.
Impervious Fill: Clayey gravel and sand mixture capable of compacting to a
dense state.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
22-016
02200-5
Reclaimed Water Pipe Extension
2.2 ACCESSORIES
A. Warning Tape: Acid- and alkali-resistant polyethylene film warning tape
manufactured for marking and identifying underground utilities, 6-inches wide
and 4 mils thick, continuously inscribed with a description of the utility.
1.
Tape Colors: Provide tape colors to utilities as follows:
a.
Red: Electric.
b.
Yellow: Gas, oil, steam, and dangerous materials.
c.
Orange: Telephone and other communications.
d.
Blue: Water systems.
e.
Green: Sewer systems.
f.
Purple: Reclaimed Water
PART 3 - EXECUTION

3.1 PREPARATION
A. Protect subgrades and foundation soils against freezing temperatures or frost.
Provide protective insulating materials as necessary.
B. Provide erosion control measures following the most current City of Chandler
Standards to prevent erosion or displacement of soils and discharge of soil-
bearing water runoff per the National Discharge Elimination System (NPDES) or
airborne dust to adjacent properties and walkways.
C. Tree protection as specified on the Drawings.
3.2 DEWATERING
A. Prevent surface water and subsurface or groundwater from entering excavations,
from ponding on prepared subgrades, and from flooding Project site and
surrounding area.
B. Protect subgrades and foundation soils from softening and damage by rain or
water accumulation.
3.3 EXCAVATION
A. Explosives: Do not use explosives.
B. Unclassified Excavation: Excavation is unclassified and includes excavation to
required subgrade elevations regardless of the character of materials and
obstructions encountered.

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
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02200-6
Reclaimed Water Pipe Extension
C. Classified Excavation: Excavation is classified and includes excavation to
required subgrade elevations. Excavation will be classified as earth excavation or
rock excavation as follows:
1.
Earth excavation includes excavation of obstructions visible on surface;
underground structures, utilities, and other items not indicated that we are
required to be demolished and removed; together with soil and other
materials encountered that are not classified as rock or unauthorized
excavation.
a.
Intermittent drilling, blasting, or ripping to increase production and not
necessary to permit excavation of material encountered will be classified
as earth excavation.
3.4 EXCAVATION FOR WALKS AND PAVEMENTS
A. Excavate surfaces under walks and pavements to indicated cross sections,
elevations, and grades.
B. Pavement excavation, backfilling and compaction shall be as specified in MAG
Section 200.
3.5 EXCAVATION FOR UTILITY TRENCHES
A. Excavate trenches to indicated slopes, lines, depths, and invert elevations.
B. Trench excavation, backfilling and compaction shall be as specified in MAG
Section 601.
3.6 APPROVAL OF SUBGRADE
A. Notify the ENGINEER when excavations have reached required subgrade.
B. When the ENGINEER determines that unforeseen unsatisfactory soil is present,
continue excavation and replace with compacted backfill or fill material as
directed.
1.
Unforeseen additional excavation and replacement material will be paid
according to the Contract provisions for changes in Work.
C. Reconstruct subgrades damaged by freezing temperatures, frost, rain,
accumulated water, or construction activities, as directed by the ENGINEER.
3.7 UNAUTHORIZED EXCAVATION
A. Fill unauthorized excavation under foundations or wall footings by extending
indicated bottom elevation of concrete foundation or footing to excavation
bottom, without altering required top elevation. Lean concrete fill may be used to
bring elevations to proper position when acceptable to the ENGINEER.
1.
Fill unauthorized excavations under other construction as directed by the
ENGINEER.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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Reclaimed Water Pipe Extension
B. Where indicated widths of utility trenches are exceeded, provide stronger pipe
which may require higher strength pipe than specified or different pipe material
depending on the limits of unauthorized excavation. Special installation
procedures maybe required by the ENGINEER.
3.8 STORAGE OF SOIL MATERIALS
A. Stockpile excavated materials acceptable for backfill and fill soil materials,
including acceptable borrow materials. Stockpile soil materials without
intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to
prevent windblown dust.
1.
Stockpile soil materials away from edge of excavations. Do not store within
drip line of remaining trees.
3.9 BACKFILL
A. Backfill excavations promptly, but not before completing the following:
1.
Acceptance of construction below finish grade including, where applicable,
damp proofing, waterproofing, and perimeter insulation.
2.
Surveying locations of underground utilities for Record Documents.
3.
Testing, inspecting, and approval of underground utilities.
4.
Concrete formwork removal.
5.
Removal of trash and debris from excavation.
6.
Removal of temporary shoring and bracing, and sheeting.
7.
Installing permanent or temporary horizontal bracing on horizontally
supported walls.
B. Structural Backfill:
1.
General Structural Fill: Backfill with on-site material and compact to a
uniform minimum density of 95% of the maximum density as determined by
ASTM D698. Additional backfill material shall be added if required. Fill
material should be free from vegetation, debris, and deleterious material, and
should contain no particles larger than 6-inches in dimension. The plasticity
index shall not exceed 18 as determined by ASTM D4318. Fill shall be
placed in lifts no more than 8-inches and compacted to a minimum of 95% of
maximum dry density as determined by ASTM D698. Moisture content
during compaction shall be maintained within 2% of the optimum moisture
content, as determined by ASTM D698.
2.
CONTRACTOR may utilize ½ sack CLSM for backfill per MAG Section
728.
3.10 UTILITY TRENCH BACKFILL
A. Place and compact bedding course on rock and other unyielding bearing surfaces
and to fill unauthorized excavations. Shape bedding course to provide continuous
support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of
conduits.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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Reclaimed Water Pipe Extension
B. Concrete backfill trenches that carry below or pass under footings and that are
excavated within 18-inches of footings. Place concrete to level of bottom of
footings.
C. Provide 4-inch thick concrete base slab support for piping or conduit less than 2
feet 6-inches below surface of roadways. After installation and testing,
completely encase piping or conduit in a minimum of 4-inch of concrete before
backfilling or placing roadway sub-base.
D. Place and compact initial backfill of satisfactory soil material or sub-base
material, free of particles larger than 1-inch, to a height of 12-inches over the
utility pipe or conduit.
1.
Carefully compact material under pipe haunches and bring backfill evenly up
on both sides and along the full length of utility piping or conduit to avoid
damage or displacement of utility system.
E. Coordinate backfilling with utilities testing.
F. Fill voids with approved backfill materials as shoring and bracing, and sheeting is
removed.
G. Place and compact final backfill of satisfactory soil material to final subgrade.
H. Install warning tape directly above utilities, 12-inches below finished grade,
except 6-inches below subgrade under pavements and slabs.
3.11 SUBSURFACE DRAINAGE BACKFILL
A. Subsurface Drain: Place a layer of filter fabric around perimeter of drainage
trench or at footing, as indicated. Place a 6-inch compacted course of filtering
material on filter fabric to support drainage pipe. After installing and testing,
encase drainage pipe in a minimum of 6-inches of compacted filtering material
and wrap in filter fabric, overlapping edges at least 6-inches.
B. Drainage Backfill: Place and compact drainage backfill of filtering material over
subsurface drain, in width indicated, to within 12-inches of final subgrade.
Overlay drainage backfill with one layer of filter fabric, overlapping edges at least
6-inches.
C. Impervious Fill: Place and compact impervious fill material over drainage
backfill to final subgrade.
3.12 FILL
A. The following apply to the areas within and extending 5 feet beyond the footprint
of the facilities and exterior slabs.
1.
Clear and grub the site by removing and disposing of all vegetation, debris,
rubble, and remnants of former developments.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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Reclaimed Water Pipe Extension
2.
Strip the area of all stockpiled fill zones, loose backfill zones, and unstable
soils. During stripping observe the surface for evidence of buried debris,
vegetation or disturbed materials that shall require additional removal. If
encountered, these materials should be removed. Areas steeper than 5H to
1V shall be benched and any depressions widened to accommodate
compaction equipment.
3.
Prepare the ground surface in fill areas and in areas cut to grade by
scarifying, moisture conditioning and compacting the exposed surface soils
to a depth of 8-inches.
4.
Moisture condition and place all fill and backfill materials to achieve
specified grades. Fill materials shall be moisture conditioned, placed, and
compacted in horizontal lifts.
B. Place fill material in layers to required elevations for each location listed below.
1.
Under grass, use satisfactory excavated or borrow soil material.
2.
Under walks and pavements, use sub-base or base material, or satisfactory
excavated or borrow soil material.
3.
Under steps and ramps, use sub-base material.
4.
Under building slabs, use drainage fill material.
5.
Under footings and foundations, use engineered fill.
3.13 MOISTURE CONTROL
A. The moisture content of soil and base materials at the time of compaction shall be:

TYPE
AREA OF USE
MOISTURE CONTENT
On-site Granular
Structure, Exterior Slab
Optimum  3%
On-site Clayey Soils
Structure, Exterior Slab
Optimum to Optimum +3%
On-site Soils
Pavement
2% Below Optimum or Lower
Imported Soils
Structure, Exterior Slab,
Pavement
Optimum 3%
Base Material
Structure, Pavement
Optimum 3%
3.14 COMPACTION
A. Place backfill and fill materials in layers not more than 8-inches in loose depth for
material compacted by heavy compaction equipment, and not more than 4-inches
in loose depth for material compacted by hand-operated tampers.
B. Place backfill and fill materials evenly on all sides of structures to required
elevations. Place backfill and fill uniformly along the full length of each
structure.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
02200-10
Reclaimed Water Pipe Extension
C. Compact subgrade, fill, backfill, sub-base fill or base material to the following
minimum percent compaction of the ASTM D698 maximum dry density in each
lift:
MATERIAL
MINIMUM COMPACTION
Soil:

Below foundations and pavement sections
(fill thickness less than 5 feet).
95%

Below foundations (fill thickness greater than
5 feet).
100%

Below concrete floor slabs (above footings).
90%

Subsurface wall backfill.
95%
Base Material (Subbase and Base Courses):

Below concrete floor slabs.
95%

Below pavement surfacing.
100%
Backfill (not adjacent to structures and beyond
exterior slab areas):
90%

3.15 GRADING
A. General: Uniformly grade areas to a smooth surface, free from irregular surface
changes. Comply with compaction requirements and grade to cross sections,
lines, and elevations indicated.
1.
Provide a smooth transition between existing adjacent grades and new
grades.
2.
Cut out soft spots, fill low spots, and trim high spots to conform to required
surface tolerances.
B. Site Grading: Slope grades to direct water away from buildings and to prevent
ponding. Finish subgrades to required elevations within the following tolerances:
1.
Lawn or Unpaved Areas: 0.10 feet.
2.
Walks: 0.10 feet.
3.
Pavements: 1/2-inch.
3.16 SUBBASE AND BASE COURSES
A. Under pavements and walks, place sub-base course material on prepared
subgrades. Place base course material over sub-bases to pavements.
1.
Shape sub-base and base to required crown elevations and cross-slope grades.
2.
When thickness of compacted sub-base or base course is 6-inches or less,
place materials in a single layer.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
02200-11
Reclaimed Water Pipe Extension
3.
When thickness of compacted sub-base or base course exceeds 6-inches,
place materials in equal layers with no layer more than 6-inches thick or less
than 3-inches thick when compacted.
B. Pavement Shoulders: Place shoulders along edges of sub-base and base course to
prevent lateral movement. Construct shoulders at least 12-inches wide of
acceptable soil materials and compact simultaneously with each sub-base and
base layer.
3.17 FIELD QUALITY CONTROL
A. Testing Agency Services: Allow testing agency to inspect and test each subgrade
and each fill or backfill layer. Do not proceed until test results for previously
completed Work verify compliance with requirements.
1.
Perform field in-place density tests according to ASTM D1556 (sand cone
method), ASTM D2167 (rubber balloon method), or ASTM D2937 (drive
cylinder method), as applicable.
a.
Field in-place density tests may also be performed by the nuclear
method according to ASTM D2922, provided that calibration curves are
periodically checked and adjusted to correlate to tests performed using
ASTM D1556. With each density calibration check, check the
calibration curves furnished with the moisture gages according to ASTM
D3017.
b.
When field in-place density tests are performed using nuclear methods,
make calibration checks of both density and moisture gages at beginning
of Work, on each different type of material encountered, and at intervals
as directed by the ENGINEER.
2.
Trench Backfill: In each compacted initial and final backfill layer, perform
at least one field in-place density test for each 150 feet or less of trench, but
no fewer than two tests.
B. When testing agency reports that subgrades, fills, or backfills are below specified
density, scarify and moisten or aerate, or remove and replace soil to the depth
required, recompact, and retest until required density is obtained.
C. Minimum number of in-place density test are as follows:

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
02200-12
Reclaimed Water Pipe Extension
TEST LOCATION
FREQUENCY OF TEST
Utility Trench Bedding, Shading
and Backfill
1 Test every 300 L.F. of Trench
12” compacted lift
Manhole Backfill
1 Test every other 12” compacted lift –
Alternating sides of manhole
Structural Backfill or Retaining
Wall Backfill
1 test every 200 L.F.
12” compacted lift
Finished subgrade beneath On-Site
Pavements
1 test every 300 L.F. of Pavement or Fraction
thereof
ABC beneath On-Site Pavements
1 test every 300 L.F. of Pavement or Fraction
thereof

3.18 PROTECTION
A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and
erosion. Keep free of trash and debris.
B. Repair and re-establish grades to specified tolerances where completed or
partially completed surfaces become eroded, rutted, settled, or lose compaction
due to subsequent construction operations or weather conditions.
1.
Scarify or remove and replace material to depth directed by the ENGINEER;
reshape and recompact at optimum moisture content to the required density.
C. Settling: Where settling occurs during the Project correction period, remove
finished surfacing, backfill with additional approved material, compact, and
reconstruct surfacing.
1.
Restore appearance, quality, and condition of finished surfacing to match
adjacent work, and eliminate evidence of restoration to the greatest extent
possible.
3.19 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Remove waste material, including unsatisfactory soil, trash, and debris, and
legally dispose of it off the OWNER'S property.

++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
11295-1
Reclaimed Water Pipe Extension
SECTION 11295
HYDRAULIC VALVES
PART 1 - GENERAL
1.1 SUMMARY
A. Furnish and install all valves, operators and valve accessories for reclaimed water
as indicated on the Plans and as specified herein, including all appurtenances
required for a complete and operational installation.
1.2 RELATED SECTIONS
A. Section 01300, Submittals.
1.3 REFERENCES
A. ANSI/AWWA C500 - Gate Valves.
B. ANSI/AWWA C509 - Resilient-Seated Gate Valves.
C. ANSI B16.1.
D. ANSI B46.1.
E. ASTM A126.
F. ASTM A269.
G. ASTM A48.
H. ASTM A536.
I.
ASTM A582.
J.
ASTM B271.
K. ASTM D429.
L. ASTM D1784.
M. ASTM D2000.
N. ASTM F439.
O. All other applicable ASTM and ANSI Standards.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
11295-2
Reclaimed Water Pipe Extension
1.4 SUBMITTALS
A. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
Specification Section are met. If clarifications are needed to any of the paragraphs
in the Specification Section, they shall be addressed next to the paragraph or in an
attached letter as such and explained further with any additional information
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an
explanation of any deviation and/or exception shall be provided. The
CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
PART 2 - PRODUCTS
2.1 GENERAL
A. All buried valves shall be provided with a valve box and cover.
2.2 VALVES
A. Gate Valves, Insertion Valves, Combination Air Release Valves: 1. All Water
Valves shall be in accordance with City of Chandler Supplement to MAG
Standard Specification Sections 610 and 630 and as listed in the latest City of
Chandler Approved Product List. 2. All buried valve box installation for potable
water shall be per City of Chandler Standard Detail C-307. 3. All buried valve
box installation for reclaimed water shall be per City of Chandler Standard Detail
C-406.

2.3 SHOP PAINTING
A. The manufacturer shall paint all valves, floor boxes, and valve boxes as follows:
1.
Clean and remove oil, grease, dirt, loose mill scale, and other foreign
substances from un-galvanized ferrous-metal surfaces.
2.
Solvent scrub with stiff bristle brush followed by brush-off abrasive blast
cleaning to a minimum surface profile depth of 1.5 mils.
3.
Valves, floor boxes, and valve boxes to be installed in exterior or buried
conditions shall have prime coat Series 69-1255 (beige) H.B. Epoxoline II; one
coat, 3-5 mils dry film thickness (DFT).
4.
Valves and floor boxes to be installed in interior exposure conditions shall have
prime coat Series 135 Chembuild; one coat, 3-5 mils DFT.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
11295-3
Reclaimed Water Pipe Extension
PART 3 - EXECUTION
3.1 INSTALLATION
A. Workmanship shall be of the highest grade throughout and in accordance with the
best standard practice for this type of equipment.
B. Valves of the various types and pattern shall be installed at the respective locations
as shown on the Drawings, listed in the valve schedule, and specified herein.
C. All appurtenances required for operation and control of the valves shall be included.
D. Joints and connections shall be made in accordance with applicable requirements
for pipeline or pipe joints.
E. Valve stems shall be plumb and vertical unless otherwise specifically shown.
F. Each valve shall be adjusted for smooth and easy operation and shall be watertight
when placed in operation under maximum working pressure.
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15050-1
Reclaimed Water Pipe Extension
SECTION 15050
PIPING SYSTEMS
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope: This Section specifies systems of process piping and general requirements
for piping systems. Detailed Specifications for the components listed on the Piping
System Specification Sheets are found in other Sections of Division 15,
Mechanical. This Section shall be used in conjunction with those Sections.
B. Related Sections:
1.
Section 02200, Earthwork.
2.
Section 15051, Buried Piping Installation.
1.2 QUALITY ASSURANCE
A. This Section contains references to the following documents. They are a part of
this Section as specified and modified. In case of conflict between the requirements
of this Section and those of the listed documents, the requirements of this Section
shall prevail.
B. Unless otherwise specified, references to documents shall mean the documents in
effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective
date of the Agreement if there were no Bids). If referenced documents have been
discontinued by the issuing organization, references to those documents shall mean
the replacement documents issued or otherwise identified by that organization or,
if there are no replacement documents, the last version of the document before it
was discontinued. Where document dates are given in the following listing,
references to those documents shall mean the specific document version associated
with that date, whether or not the document has been superseded by a version with
a later date, discontinued, or replaced.
1.
AASHTO M36/M36M - Metallic (Zinc or Aluminum) Coated Corrugated
Steel Culverts and Underdrains.
2.
ANSI A13.1 - Scheme for the Identification of Piping Systems.
3.
ANSI B1.20.1 - Pipe Threads, General Purpose (Inch).
4.
ANSI B16.1 - Cast Iron Pipe Flanges and Flanged Fittings Class 25, 125, 250,
and 800.
5.
ANSI B16.3 - Malleable Iron Threaded Fittings Class 150 and 300.
6.
ANSI B16.5 - Pipe Flanges and Flanged Fittings.
7.
ANSI B16. - Factory Made Wrought Steel Buttwelding Fittings.
8.
ANSI B16.11 - Forged Steel Fittings, Socket Welding and Threaded.
9.
ANSI B16.12 - Cast Iron Threaded Drainage Fittings.
10. ANSI B16.22 - Wrought Copper and Copper Alloy Solder Joint Pressure
Fittings.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15050-2
Reclaimed Water Pipe Extension
11. ANSI B16.26 - Cast Copper Alloy Fittings for Flared Copper Tubes.
12. ANSI B31.1 - Power Piping.
13. ANSI B31.3 - Chemical Plant and Petroleum Refinery Piping.
14. ASME Section IX - Boiler and Pressure Vessel Code; Welding and Brazing
Qualifications.
15. ASTM A47 - Malleable Iron Castings.
16. ASTM A74 - Cast Iron Soil Pipe and Fittings.
17. ASTM A105/A105M - Forgings, Carbon Steel, for Piping Components.
18. ASTM A106 - Seamless Carbon Steel Pipe for High Temperature Service.
19. ASTM A126 - Standard Specification for Gray Iron Castings for Valves,
Flanges, and Pipe Fittings.
20. ASTM A197 - Cupola Malleable Iron.
21. ASTM A234/A234M - Pipe Fittings of Wrought Carbon Steel and Alloy Steel
for Moderate and Elevated Temperatures.
22. ASTM A312/A312M - Seamless and Welded Austenitic Stainless Steel Pipe.
23. ASTM A403/A403M - Wrought Austenitic Stainless Steel Piping Fittings.
24. ASTM A536 - Ductile Iron Castings.
25. ASTM A570/A570M - Hot Rolled Carbon Steel Sheet and Strip, Structural
Quality.
26. ASTM B88 - Seamless Copper Water Tube.
27. ASTM C76 - Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe.
28. ASTM C443-REV A - Standard Specification for Joints for Circular Concrete
Sewer and Culvert Pipe, Using Rubber Gaskets.
29. ASTM C564 - Rubber Gaskets for Cast Iron Soil Pipe and Fittings.
30. ASTM D1248 - Polyethylene Plastics Molding and Extrusion Materials.
31. ASTM D1784 - Rigid Poly (Vinyl Chloride) (PVC) Compounds and
Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds.
32. ASTM D1785 - Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80,
and 120.
33. ASTM D2241 - Poly (Vinyl Chloride) (PVC) Plastic Pipe (SDR-PR).
34. ASTM D2513 - Thermoplastic Gas Pressure Pipe, Tubing, and Fittings.
35. ASTM D2665 - Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent
Pipe and Fittings.
36. ASTM D2996 - Filament Wound Reinforced Thermosetting Resin Pipe.
37. ASTM D3034 - Standard Specification for Type PSM Poly (Vinyl Chloride)
(PVC) Sewer Pipe and Fittings.
38. ASTM D3261 - Butt Fusion Polyethylene (PE) Plastic Fittings for
Polyethylene (PE) Plastic Pipe and Tubing.
39. ASTM D4174 - Cleaning, Flushing, and Purification of Petroleum Fluid
Hydraulic Systems.
40. ASTM D4101 - Propylene Plastic Injection and Extrusion Materials.
41. ASTM F441 - Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe,
Schedules 40 and 80.
42. AWWA C105 - Polyethylene Encasement for Ductile-Iron Piping for Water
and Other Liquids.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15050-3
Reclaimed Water Pipe Extension
43. AWWA C110 - Ductile Iron and Gray Iron Fittings, 3" Through 48", for Water
and Other Liquids.
44. AWWA C111 - Rubber Gasket Joints for Ductile Iron and Gray Iron Pressure
Pipe and Fittings.
45. AWWA C115 - Flanged Ductile Iron and Gray Iron Pipe with Threaded
Flanges.
46. AWWA C151 - Ductile Iron Pipe, Centrifugally Cast in Metal Molds or Sand-
Lined Molds, for Water or Other Liquids.
47. AWWA C200 - Steel Water Pipe 6" and Larger.
48. AWWA C205 - Cement Mortar Protective Lining and Coating for Steel Water
Pipe - 4" and Larger - Shop Applied.
49. AWWA C206 - Field Welding of Steel Water Pipe.
50. AWWA C207 - Steel Pipe Flanges for Waterworks Services - Sizes 4"
Through 144".
51. AWWA C208 - Dimensions for Fabricated Steel Water Pipe Fittings.
52. AWWA C209 - Cold Applied Tape Coating for Special Sections, Connections,
and Fittings for Steel Water Pipelines.
53. AWWA C210 - Liquid Epoxy Coating Systems for the Interior and Exterior
of Steel Water Pipe.
54. AWWA C214 - Tape Coating Systems for the Exterior of Steel Water
Pipelines.
55. AWWA 301 - Pre-stressed Concrete Pressure Pipe, Steel Cylinder Type, for
Water and Other Liquids.
56. AWWA C303 - Reinforced Concrete Pressure Pipe, Steel Cylinder Type, Pre-
tensioned, for Water and Other Liquids.
57. AWWA C600 - Installation of Ductile Iron Water Mains and Their
Appurtenances.
58. AWWA C651 - Disinfecting Water Mains.
59. AWWA C900 - Polyvinyl Chloride (PVC) Pressure Pipe, 4" Through 12", for
Water.
60. AWWA M11 - Steel Pipe - A Guide for Design and Installation.
61. CISPI 301 - Specification Data for Hubless Cast Iron Sanitary System with
No-Hub Pipe and Fittings.
62. FEDSPEC L-C-530B(1) - Coating, Pipe, Thermoplastic Resin, or
Thermosetting Epoxy.
63. MIL-H-13528B - Hydrochloric Acid, Inhibited, Rust Removing.
64. MIL-STD-810C - Environmental Test Methods.
65. SAE J1227 - Assessing Cleanliness of Hydraulic Fluid Power Components and
Systems.
66. UPC - Uniform Plumbing Code.
C. Fittings and Coupling Compatibility:
1.
To assure uniformity and compatibility of piping components, fittings and
couplings for grooved end piping systems shall be furnished by the same
manufacturers.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15050-4
Reclaimed Water Pipe Extension
D. All Pipes, fittings, valves, fire hydrants, and other appurtenances shall conform to
current AAWA, ASTM, and NSF standards.
PART 2 - PRODUCTS
2.1 PIPING MATERIALS
A. Unless otherwise specified, piping materials including pipe, gaskets, fittings,
connection and joint assemblies, linings, and coatings shall be selected from those
listed on the Piping System Specification Sheets.
B. Piping materials shall conform to detailed specifications for each type of pipe and
piping appurtenance specified in other Sections of Division 15, Mechanical.
C. All piping shall be compatible with the fluid to which it is exposed.
D. All piping and valves to be used for the air release valve connections shall be copper
or brass material.
E. All piping which comes in contact with potable water shall have NSF 61
certification.
2.2 VALVES
A. Valves of the same size and service shall be provided by a single valve
manufacturer. Packing shall be non-asbestos material. Actual length of valves
shall be within 1/16-inch () of the manufacturer's specified length. Flanges shall
meet the requirement of ANSI B16.5. Push-on and mechanical joints shall meet
the requirements of AWWA C111.
B. All Valves shall be manufactured as listed in the latest City of Chandler Approved
Product List. No other manufacturer shall be acceptable.
2.3 SUBMITTALS
A. All additional submittal information shall be included with this submittal
information as noted in the Division 15, Mechanical, Pipe Material Specifications.
B. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
Specification Section are met. If clarifications are needed to any of the paragraphs
in the Specification Section, they shall be addressed next to the paragraph or in an
attached letter as such and explained further with any additional information May
2022 City of Chandler 21-047 15050-5 Chandler Heights Road Utility Relocations
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15050-5
Reclaimed Water Pipe Extension
explanation of any deviation and/or exception shall be provided. The
CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Location:
1.
Piping shall be provided as specified, except for adjustments, to avoid
architectural and structural features.
B. Piping Sizes:
1.
Where the size of piping is not specified, the CONTRACTOR shall provide
piping of the sizes required by UPC. Unless specified otherwise, small piping
(less than 1-inch in diameter) required for services not described by UPC shall
be 1/2-inch.
3.2 TESTING
A. General:
1.
Upon completion of piping, but prior to application of insulation on exposed
piping, the CONTRACTOR shall test the piping systems in accordance with
the appropriate MAG and City of Chandler Specifications. Pressures, media,
and test durations shall be as specified in the PIPESPEC. Equipment which
may be damaged by the specified test conditions shall be isolated. Testing
shall be performed using calibrated test gages and calibrated volumetric
measuring equipment to determine leakage rates. Each test gage shall be
selected so that the specified test pressure falls within the upper half of the
gage's range. Unless otherwise specified, the CONTRACTOR shall notify the
ENGINEER 24 hours prior to each test.
2.
Unless otherwise specified, testing, as specified herein, shall include existing
piping systems that connect with new pipe systems. Existing pipe shall be
tested to the nearest existing valve. Any piping that fails the test shall be
repaired. Repair of existing piping will be considered and paid for as extra
Work.
3.
All blow off assemblies shall be removed after successful testing of the new
pipes as specified in the Drawings.
B. Liquid Systems:
1.
Pressure and leakage testing for water systems shall be in accordance with
MAG Section 610. Unless otherwise specified, leakage from other buried
liquid piping systems shall be less than 0.02 gallons per hour per inch diameter
per 100 feet of buried piping.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15050-6
Reclaimed Water Pipe Extension
3.3 CLEANING AND FLUSHING
A. General:
1.
Piping systems shall be cleaned following completion of testing and prior to
connection to operating, control, regulating, or instrumentation equipment.
2.
The CONTRACTOR may, at his option, clean and test sections of buried
piping systems. Use of this procedure, however, will not waive the
requirement for a full pressure test of the completed system.
3.
Unless specified otherwise, piping 24-inches in diameter and smaller shall first
be cleaned by pulling a tightly fitting cleaning ball or swab through the system.
4.
Piping larger than 24-inches in diameter may be cleaned manually or with a
cleaning ball or swab.
B. Liquid Systems:
1.
After completion of cleaning, liquid systems, unless otherwise specified, shall
be flushed with clean water.
C. Water Systems:
1.
For non-potable water systems, final flushing and microbiological testing, as
specified in MAG Section 611.15, is not required.
3.4 PIPING SPECIFICATION SHEETS (PIPESPEC)
A. Piping and valves for groupings of similar plant processes or types of service lines
are specified on individual piping specification sheets (PIPESPECS). Piping
services are grouped according to the chemical and physical properties of the fluid
conveyed and/or by the temperature or pressure requirements. Piping services
specified in the PIPESPECS and on the Drawings are alphabetically arranged by
designated service symbols, as shown in Table A. Table A also indicates the system
number, fluid category and pipe marker background color each service.

TABLE A - PIPING SERVICES
Symbol
Service
Fluid Category
Pipe Marker
Background Color
RW
Reclaimed Water
Liquid
Purple

(The remainder of this page has been intentionally left blank)

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15050-7
Reclaimed Water Pipe Extension
PIPING SYMBOL/SERVICE
RW – RECLAIMED
WATER

Medium:
Reclaimed Water.

Pressure:
At least 125% of class rating of pipe
under test. All requirements of
MAG and City of Chandler
Specifications shall be met.

Duration:
2 hours.

Gasket Requirements:

Flange:
1/8-inch thick Red Rubber Gasket
Material (SBR) conforming to
ASTM D1330.

Push-on/Mech. Cpl:
Nitrile or Neoprene.

Buried and Encased Pipes:

(See Drawings for pipe sizes and materials.)

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15050-8
Reclaimed Water Pipe Extension
(4” and Larger)
Pipe:

Ductile Iron; AWWA C151
with cement mortar lining. Ref.
Spec. Section 15061

Ductile Iron Conn; Restrained
push-on rubber gasket
joint. Flanged adapters
for valves and ends.

Ductile Iron Ftgs; Ductile iron
per Spec. Section
15061.

Ductile Iron Exterior Coating;
Bituminous Coated,
Polyethylene Wrap

(2-1/2" and Larger)

Valves:
Gate; Refer Section 11295,
with extension stem and valve
box.

BURIED PIPING SCHEDULE

Service
Material
Interior
Lining
Exterior
Coating
Pressure Class
Joint
Test Pressure
(psig)
Reclaimed Water
(Larger than 12-inch
diameter)
DIP
CM
BC/PE
250
MJ
PER 15051
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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City of Chandler
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SECTION 15051
BURIED PIPING INSTALLATION
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
CONTRACTOR shall provide all labor, materials, equipment, and incidentals
as shown, specified, and required to install and test all buried piping, fittings,
and specials. The Work includes, but is not limited to, the following:
a.
All types and sizes of buried piping, except those specified under other
Sections.
b.
Supports, restraints, and thrust blocks.
c.
Pipe encasements.
d.
Work on or affecting existing piping.
e.
Testing.
f.
Cleaning.
g.
Installation of all jointing and gasketing materials, specials, flexible
couplings, mechanical couplings, harnessed and flanged adapters,
sleeves, tie rods, and all other Work required to completing the buried
piping installation.
h.
Incorporation of valves, meters and special items shown or specified into
the piping systems as required and as specified in the appropriate Division
15, Mechanical Sections.
i.
Unless otherwise specifically shown, specified, or included under other
Sections, all buried piping work required begins at the outside face of
structures or structure foundations and extending away from structure.
B. Coordination:
1.
Review installation procedures under other Sections and coordinate with the
Work that is related to this Section.
2.
Section 15051, Buried Pipe Installation, specifies the installation of all buried
piping materials specified in Sections of Division 15, Mechanical. Coordinate
with these Sections.
C. Related Work Specified Elsewhere:
1.
Section 02200, Earthwork.
2.
Section 11295, Hydraulic Valves.
3.
Section 15050, Piping Systems.
4.
Section 15061, Ductile Iron Pipe.
5.
Section 15020, Piping Specialties and Accessories.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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1.2 QUALITY ASSURANCE
A. CONTRACTOR shall conform to all applicable requirements of Parts 600 and 700
of the Uniform Standard Specifications for Public Work Construction by the
Maricopa Association of Governments (MAG). If there is a conflict between MAG
Standard Specifications and these Specifications, the provisions of these
Specifications shall govern.
B. Requirements of Regulatory Agencies:
1.
Comply with requirements of UL, FM, and other jurisdictional authorities,
where applicable.
2.
Refer to the General and Supplementary Conditions regarding permit
requirements for this Work.
C. Reference Standards: Comply with applicable provisions and recommendations of
the following, except as otherwise shown or specified.
1.
ASTM D2321 - Practice for Underground Installation of Flexible Thermoplas-
tic Pipe.
2.
ASTM D2774 - Practice for Underground Installation of Thermoplastic
Pressure Piping.
3.
AWWA C105 - Polyethylene Encasement for Ductile Iron Piping for Water
and Other Liquids.
4.
AWWA C111 - Rubber Gasket Joints for Ductile Iron Pressure Pipe and
Fittings.
5.
AWWA C200 - Steel Water Pipe.
6.
AWWA C205 - Cement Mortar Protective Lining and Coating for Steel Water
Pipe.
7.
AWWA C206 - Field Welding of Steel Water Pipe.
8.
AWWA C207 - Steel Pipe Flanges for Waterworks Service.
9.
AWWA C208 - Dimensions for Fabricated Steel Water Pipe Fittings.
10. AWWA C600 - Installation of Ductile Iron Water Mains and Their
Appurtenances.
11. AWWA C606 - Grooved and Shouldered Joints.
12. AWWA C651 - Disinfecting Water Mains.
13. AWWA M11 - Steel Pipe - A Guide for Design and Installation.
14. AWWA M23 - PVC - Design and Installation.
15. AWWA M41 - Ductile Iron Pipe and Fittings.
16. ASCE MOP No. 37 - Design and Construction of Sanitary and Storm Sewers
17. Concrete Pipe Handbook - American Concrete Pipe Association.
1.3 SUBMITTALS
A. Shall be in accordance with Section 15050, Piping Systems, submittal information.
B. A copy of this specification section, with addendum updates included, and all
referenced and applicable sections, with addendum updates included, with each
paragraph check-marked to indicate specification compliance or marked to indicate
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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Reclaimed Water Pipe Extension
requested deviations from specification requirements. Check marks () shall
denote full compliance with a paragraph as a whole. If deviations from the
specifications are indicated, and therefore requested by the CONTRACTOR, each
deviation shall be underlined and denoted by a number in the margin to the right of
the identified paragraph, referenced to a detailed written explanation of the reasons
for requesting the deviation. The ENGINEER shall be the final authority for
determining acceptability of requested deviations. The CONTRACTOR shall
furnish equipment and/or services as specified if an exception and/or deviation is
rejected. The remaining portions of the paragraph not underlined will signify
compliance on the part of the CONTRACTOR with the specifications. Failure to
include a copy of the marked-up specification sections, along with justification(s)
for any requested deviations to the specification requirements, with the submittal
shall be sufficient cause for rejection of the entire submittal with no further
consideration.
1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to the site to ensure uninterrupted progress of the Work.
B. Handle all pipe, fittings, specials, and accessories carefully with approved handling
devices. Do not drop or roll material off trucks. Do not otherwise drop, roll, or
skid piping.
C. Store pipes and fittings on heavy wood blocking or platforms so they are not in
contact with the ground.
D. Unload pipe, fittings, and specials opposite to or as close to the place where they
are to be installed as is practical to avoid unnecessary handling. Keep pipe interiors
completely free from dirt and foreign matter.
E. Inspect delivered pipe for cracked, gouged, chipped, dented, or other damaged
material and immediately remove defective pipe from site.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Required pipe materials are listed in the Piping Schedule. Refer to applicable
Sections for Material Specifications.
B. General:
1.
Marking Piping:
a.
Clearly mark each piece of pipe or fitting with a designation conforming
to those shown on the laying schedule and/or Shop Drawings.
b.
Cast or paint material, type, and pressure designation on each piece of
pipe or fitting 4-inches in diameter and larger. Each piece of steel pipe
shall be clearly marked with the thickness of the steel in the pipe wall.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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c.
Pipe and fittings smaller than 4-inches in diameter shall be clearly marked
by manufacturer as to material, type, and rating.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General:
1.
Installation of all pipe, fittings, valves, specials, and appurtenances shall be
subject to the review and/or approval of the ENGINEER.
2.
Install piping as shown, specified, and as recommended by the manufacturer
and in conformance with referenced standards, and approved Shop Drawings.
3.
Request instructions from ENGINEER before proceeding if there is a conflict
between the manufacturer's recommendations and the Contract Documents.
4.
All piping shall be inspected by the ENGINEER prior to installation.
ENGINEER'S inspection will not relieve CONTRACTOR or manufacturer
from responsibility for damaged products.
5.
All piping shall be carefully examined for cracks, damage, or other defects
before installation. Any piping that is defective, including but not limited to,
cracked, damaged, in poor condition, or with damaged linings or improper
markings shall be rejected unless the product can be repaired in a manner
acceptable to the manufacturer and ENGINEER. Any piping found to be
broken or defective after it has been installed shall be removed, replaced, or
repaired at the CONTRACTOR'S expense.
6.
Minimum earth cover over the piping shall be as shown on the Drawings,
specified or directed by the ENGINEER, but in no case shall the earth cover
be less than 4 feet for all piping.
7.
Required earthwork shall be as specified in applicable Sections of Division 2,
Site Work.
8.
Present all conflicts between piping systems and equipment, structures or
facilities to ENGINEER for determination of corrective measures before
proceeding.
9.
Take field measurements, where required, prior to installation to ensure proper
fitting of Work. The CONTRACTOR shall uncover the existing pipelines
sufficiently in advance of the proposed Work in order that the type and location
of the existing pipes and joints and other information required to fabricate the
proposed piping can be determined. It shall be the responsibility of the
CONTRACTOR to obtain whatever information is required to complete the
connections of the proposed pipelines to the existing pipelines. Refer to
Paragraph 3.3 of this Section, as applicable.
10. Interior of all piping and mating surfaces shall be inspected and all dirt, gravel,
sand, debris or other foreign material shall be completely removed from the
interior and mating surfaces before installation. Measures shall be taken to
maintain the interior of all piping clean until acceptance of the completed
Work. Care shall be taken to prevent foreign matter from entering joint space.
Bell and spigot mating surfaces shall be wiped clean immediately before
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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piping is laid. For ductile iron pipe, the bell and spigot mating surfaces shall
be thoroughly cleaned with a wire brush.
11. Install piping accurately to line and grade shown, specified or directed, unless
otherwise approved by the ENGINEER. Accurate means of determining and
checking the alignment and grade shall be used, which shall be subject to the
approval of the ENGINEER. Any modifications to the Contract Documents
to suit the pipe manufacturer's standard shall be approved by the ENGINEER.
Remove and relay piping that is incorrectly installed, at CONTRACTOR'S
expense.
12. Do not lay piping in water, unless otherwise specified in these Specifications
or approved by the ENGINEER. Ensure that the water level in the trench is at
least 6-inches below the bottom of piping. Maintain a dry trench until jointing
and backfilling are complete, unless otherwise specified in these Specifications
or approved by the ENGINEER.
13. Where unforeseen conditions will not permit the installation of piping as
shown or specified, no piping shall be installed without approval of the
ENGINEER. Do not modify structures or facilities without approval of the
ENGINEER.
14. Start laying piping at lowest point and proceed toward the higher elevations,
unless otherwise approved by the ENGINEER. Slope piping uniformly
between elevations shown on the Drawings or as otherwise directed by the
ENGINEER.
15. Place bell and spigot piping so that the bells face the direction of laying, unless
otherwise approved by the ENGINEER.
16. Piping shall be installed so that the barrel of the piping, and not the joints,
receives the bearing pressure from the trench bottom or other bedding
condition.
17. No piping shall be brought into position until the preceding length, valve,
fitting, or special has been bedded and secured in place.
18. Whenever pipe laying is not actively in progress, the open ends of the piping
shall be closed by a temporary plug or cap to prevent soil, water, and other
foreign matter from entering the piping.
19. Field cutting of metallic piping, where required for inserting valves, fitting,
specials, and closures, shall be made with a machine specially designed for
cutting piping and in accordance with the manufacturer's instructions. Cuts
shall be carefully done, without damage to piping, so as to leave a smooth end
at right angles to the axis of the piping. Cut end shall be tapered and sharp
edges filed off smooth. Flame cutting shall not be permitted. Piping damaged
by the CONTRACTOR by improper or careless methods of cutting shall be
replaced or repaired at his expense.
20. Blocking under piping shall not be permitted, unless specifically approved by
ENGINEER for special conditions.
21. Protective linings and coatings shall be touched up prior to installation, where
required.
22. Except where bends, wyes or similar fittings are used, changes in alignment
and grade of the piping shall be made by deflecting joints or with beveled pipe.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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Permissible joint deflection shall not exceed 75% of the amount allowed by
the manufacturer.
23. All joints shall be made in the presence of the ENGINEER, or his duly
authorized representative, except as otherwise approved.
24. Special care shall be taken to ensure that each section of piping abuts against
the next in such a manner that there will be not shoulder or unevenness of any
kind along the piping invert.
25. Piping shall be rotated as required to place outlets in proper position.
26. Blind flanges and cleanouts shall be provided at locations shown on the
Drawings, specified, or required. Cleanouts on buried piping shall include all
pipes, fittings, and appurtenances required to bring cleanout to finished grade
and terminate in a flange and blind flange or suitably capped piping as shown.
Cleanout piping shall be same as that specified for the main run.
27. All gravity lines shall pitch uniformly at the grade shown or as specified or
approved.
28. Short pipe stubs, maximum 4 feet in length, shall be used at all manholes and
other wall faces, except as otherwise specified.
29. Field painting shall be accomplished after joints are made.
30. All piping shall be plugged watertight with a suitable cap or plug securely
fastened to the end of the piping at all contact interfaces.
31. CONTRACTOR shall notify ENGINEER in advance of backfilling
operations.
32. On steep slopes, take measures acceptable to ENGINEER to prevent
movement of the pipe during installation.
33. Thrust Restraint: During the installation of the pipe, thrust blocks, tied joints,
or proprietary restrained joint systems shall be provided wherever required for
thrust restraint. Thrust restraint shall conform to the applicable requirements
of Paragraph 3.2 of this Section.
34. Exercise care to avoid flotation when installing pipe in cast-in-place concrete.
B. Manufacturer's Installation Specialist:
1.
Provide the services of a competent installation specialist of the pipe
manufacturer when pipe laying begins if the CONTRACTOR is not
experienced in laying and jointing a particular type of pipe.
2.
Retain installation specialist at the site for a minimum of two days or until
competency of the pipe laying crew has been satisfactorily demonstrated.
C. Separation of Sewers and Potable Water Pipe Lines:
1.
Conform to the requirements of all applicable requirements of the Uniform
Standard Specifications for Public Work Construction by the Maricopa
Association of Governments (MAG).
D. Plugs:
1.
Temporarily plug installed pipe at the end of each day's Work or other
interruption to the installation of any pipe line. Plugging shall prevent the entry
of animals, liquids, or persons into the pipe or the entrance or insertion of
deleterious materials.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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Reclaimed Water Pipe Extension
2.
Install standard plugs into all bells at dead ends, tees or crosses. Cap all spigot
ends.
3.
Fully secure and block all plugs and caps installed for pressure testing to
withstand the specified test pressure.
4.
Where plugging is required for phasing of the Work or for subsequent
connection of piping, install watertight, permanent type plugs.
E. Bedding Pipe: Bed pipe as specified below and in accordance with the details
shown.
1.
Trench excavation and backfill and bedding materials shall conform to the
requirements of Section 02200, Earthwork, as applicable.
2.
Excavate trenches below the pipe bottom by an amount specified. Remove all
loose and unsuitable material from the trench bottom.
3.
Carefully and thoroughly compact all pipe bedding with hand held pneumatic
compactors.
4.
Do not lay pipe until the ENGINEER approves the bedding condition. If a
conflict exists, obtain clarification from ENGINEER before proceeding.
5.
No pipe shall be brought into position until the preceding length has been
bedded and secured in its final position.
F. Laying Pipe:
1.
Conform to manufacturer's instructions and requirements of the standards
listed below, where applicable:
a.
Ductile Iron Pipe: AWWA C600, AWWA C105.
b.
ASCE Manual of Practice No. 37.
G. Polyethylene Encasement:
1.
Provide polyethylene encasement for ductile iron piping to prevent contact
between the pipe and surrounding bedding material and backfill.
2.
Polyethylene may be supplied in tubes or in sheet material.
3.
Polyethylene encasement materials and installation shall be in accordance with
the requirements of MAG Section 610.6.
H. Jointing Pipe:
1.
Ductile Iron Mechanical Joint Pipe:
a.
Wipe clean the socket, plain end and adjacent areas immediately before
making joint. Make certain that cut ends are tapered and sharp edges are
filed off smooth.
b.
Lubricate the plain ends and gasket with soapy water or an approved pipe
lubricant, in accordance with AWWA C111, just prior to slipping the
gasket onto the plain end of the joint assembly.
c.
Place the gland on the plain end with the lip extension toward the plain
end, followed by the gasket with the narrow edge of the gasket toward the
plain end.
d.
Insert the pipe into the socket and press the gasket firmly and evenly into
the gasket recess. Keep the joint straight during assembly.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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e.
Push gland toward socket and center it around pipe with the gland lip
against the gasket.
f.
Insert bolts and hand tighten nuts.
g.
Make deflection after joint assembly, if required, but prior to tightening
bolts. Alternately tighten bolts 180 degrees apart to seat the gasket
evenly. The bolt torque shall be as follows:

Pipe Size
(inches)
Bolt Size
(inches)
Range of Torque
(ft-lbs)
3
5/8
45-60
4-24
3/4
75-90
30-36
1
100-120
42-48
1-1/4
120-150

h.
All bolts and nuts shall be heavily coated with two 10 mil minimum coats
of coal-tar epoxy coating as manufactured by Koppers, Tnemec, or equal.
i.
Restrained mechanical joints shall be in accordance with Section 15061,
Ductile Iron Pipe.
2.
Ductile Iron Push-On Joint Pipe:
a.
Prior to assembling the joints, the last 8-inches of the exterior surface of
the spigot and the interior surface of the bell shall be thoroughly cleaned
with a wire brush, except where joints are lined or coated with a special
protective lining or coating.
b.
Rubber gaskets shall be wiped clean and flexed until resilient. Refer to
manufacturer's instructions for procedures to ensure gasket resiliency
when assembling joints in cold weather.
c.
Insert gasket into joint recess and smooth out the entire circumference of
the gasket to remove bulges and to prevent interference with the proper
entry of the spigot of the entering pipe.
d.
Immediately prior to joint assembly, apply a thin film of approved
lubricant to the surface of the gasket which will come in contact with the
entering spigot end of pipe. CONTRACTOR may, at his option, apply a
thin film of lubricant to the outside of the spigot of the entering pipe.
e.
For assembly, center spigot in the pipe bell and push pipe forward until it
just makes contact with the rubber gasket. After gasket is compressed and
before pipe is pushed or pulled all the way home, carefully check the
gasket for proper position around the full circumference of the joint. Final
assembly shall be made by forcing the spigot end of the entering pipe past
the rubber gasket until it makes contact with the base of the bell. When
more than a reasonable amount of force is required to assemble the joint,
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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the spigot end of the pipe shall be removed to verify the proper positioning
of the rubber gasket. Gaskets which have been scoured, or otherwise
damaged, shall not be used.
f.
Maintain an adequate supply of gaskets and joint lubricant at the site at
all times when pipe jointing operations are in progress.
3.
Proprietary Joints:
a.
Pipe which utilizes proprietary joints such as Fastite, by American Cast
Iron Pipe Company, Tyton by U.S. Pipe Incorporated, restrained joints
described under Paragraph 3.2 of this Section, or other such joints shall
be installed in strict accordance with the manufacturer's instructions.
4.
Mechanical Coupling Joints:
a.
Prior to the installation and assembly of mechanical couplings, the joint
ends shall be cleaned thoroughly with a wire brush to remove foreign
matter. Following this cleaning, lubricant shall be applied to the rubber
gasket or inside of the coupling housing and to the joint ends. After
lubrication, the gasket shall be installed around the joint end of the
previously installed piece and the joint end of the subsequent piece shall
be mated to the installed piece. The gasket shall be positioned and the
coupling housing placed around the gasket and over the grooved or
shouldered joint ends. The bolts shall be inserted and the nuts screwed up
tightly by hand. The bolts shall then be tightened uniformly in order to
produce an equal pressure on all parts of the housing. When the housing
clamps meet metal to metal, the joint is complete and further tightening is
not required.
I.
Backfilling:
1.
Conform to the applicable requirements of Section 02200, Earthwork.
2.
Place backfill as construction progresses. Backfill by hand and use power
tampers until pipe is covered by at least 1 foot of fill.
J.
Connections to Valves:
1.
Install valves as shown.
2.
Provide suitable adapters when valves and piping have different joint types.
3.
Provide thrust restraint at all valves at pipeline terminations.
K. Transitions from One Type of Pipe to Another:
1.
Provide all necessary adapters, specials and connection pieces required when
connecting different types and sizes of pipe or connecting pipe made by
different manufacturers.
L. Closures:
1.
Provide all closure pieces shown or required to complete the Work.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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3.2 THRUST RESTRAINT
A. Provide thrust restraint on all pressure piping systems and where otherwise shown
and specified. Pipe joints shall be restrained as specified in Paragraph 3.2.C of this
Section.
B. Thrust restraint shall be accomplished by means of restrained pipe joints. Concrete
thrust blocks shall be used only when specifically shown on the Drawings or as
directed by the ENGINEER. Thrust restraints shall be designed for the axial thrust
exerted by the test pressure given in the Buried Piping Schedule.
C. Restrained Pipe Joints:
1.
Pipe joints shall be restrained by means suitable to the type of pipe being
installed.
a.
Ductile iron push-on joints and mechanical joints shall be restrained
utilizing a proprietary restrained joint system such as American Fast-Grip
and American Flex-Ring Joint, MEGALUG Ductile Iron Pipe Restraints
as manufactured by EBAA Iron Inc., TR Flex Gripper Ring and TR Flex
Joints,, , and tie rods, or other system approved by ENGINEER.
b.
Pipe thrust restraint shall be in accordance with the Schedule of
Restrained Pipe Lengths and as noted on the Project Drawings.
2.
Schedule of Restrained Pipe Lengths: Restrained pipe lengths shall conform
to the requirements of AWWA M41 for ductile iron pipe. Restrained pipe
lengths shall be as shown on the Construction Plans. For pipe not specifically
illustrated on the Plans, CONTRACTOR shall submit a lay schedule
identifying restrained lengths complying with AWWA M41.
3.3 WORK AFFECTING EXISTING PIPING
A. Location of Existing Piping:
1.
Locations of existing piping shown should be considered approximate.
2.
CONTRACTOR shall determine the true locations of existing piping to which
Work is to be performed, and locations of other facilities which could be
disturbed during earthwork operations, or which may be affected by
CONTRACTOR'S Work already installed.
B. Taking Existing Pipelines Out of Service:
1.
Do not take pipelines out of services, unless specifically provided for under
this Project or approved by ENGINEER.
2.
Notify ENGINEER at least 48 hours prior to taking pipeline out of service.
C. Work on Existing Pipelines:
1.
Cut or tap pipes as shown or required with machines specifically designed for
this Work.
2.
Install temporary plugs to prevent entry of mud, dirt, water, and debris.
3.
Provide all necessary adapters, fittings, pipe, and appurtenances required to
complete the Work.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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4.
Existing pipelines that are cut and abandoned shall be adequately capped or
filled with grout.
3.4 TESTING OF PIPING
A. General:
1.
All testing shall conform to the MAG Standard Specifications 611. In case of
contradiction with these Specifications the CONTRACTOR shall notify the
ENGINEER before proceeding with the testing.
2.
Test all piping except as otherwise authorized by ENGINEER.
3.
Notify ENGINEER 48 hours in advance of testing.
4.
Provide all testing apparatus, including pumps, hoses, gauges, and fittings.
5.
Unless otherwise noted, pipelines shall hold specified test pressure for two
hours.
6.
Repair and retest pipelines that fail to hold specified test pressure or which
exceed the allowable leakage rate.
7.
Unless otherwise specified, test pressures required are at the lowest elevation
of the pipeline section being tested.
8.
Conduct all tests in the presence of ENGINEER.
9.
Advise local authorities having jurisdiction if their presence is required during
testing.
10. All testing shall conform to the MAG Standard Specifications. In case of
contradiction with these Specifications the CONTRACTOR shall notify the
ENGINEER before proceeding with the testing.
B. Schedule of Pipeline Tests:
1.
Test piping at the test pressures listed in the Buried Piping Schedule and
respective pipe material specification.
2.
All piping shall be water tested after installation, except as otherwise specified
or directed by ENGINEER.
3.
For piping not included in the Schedule, the ENGINEER will notify
CONTRACTOR in writing of the test pressure to be used.
C. Pressure Test Procedure:
1.
Complete backfill and compaction at least to the pipe centerline before testing,
unless otherwise required or approved by ENGINEER.
2.
Allow concrete for thrust blocks to reach design strength before testing.
3.
Fill section to be tested slowly with water and expel all air. Install corporation
cocks, if necessary, to remove all air.
4.
Test only one section of pipe at a time.
5.
Apply specified test pressure for two hours and observe pressure gage. Check
carefully for leaks while test pressure is being maintained.
D. Leakage Testing:
1.
Conduct leakage test for all liquid piping after satisfactory completion of
pressure test.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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2.
Allow concrete pipe to stand full of water at least 12 hours prior to starting
leakage test.
3.
Maintain test pressure constantly for the minimum test period and accurately
measure the amount of water which must be added to maintain the test
pressure.
4.
Allowable Leakage Rates (in gallons per hour per 1,000 feet per inch
diameter):
a.
DIP Push-On or Mechanical Joints: 0.075.
b.
Copper, Steel, and Thermoplastic: None.
5.
Leakage Test Procedure:
a.
Examine exposed pipe, joints, fittings, and valves. Repair visible leakage
or replace the defective pipe, fitting, or valve.
b.
Refill the line under test to reach the required test pressure.
c.
Provide a test container filled with a known quantity of water at the start
of the test. Attach the test pump suction to the test container.
d.
Pump water from the test container into the line with the test pump to hold
the specified test pressure for the test period. Water remaining in the
container shall be measured and the amount used during the test shall be
recorded on the test report.
e.
Perform all repair, replacement, and retesting required because of failure
to meet testing requirements.
f.
Leakage shall be less than rate specified above.
3.5 DISPOSAL OF WATER
A. CONTRACTOR shall provide suitable means for disposal of test and flushing
water so that no damage results to facilities or waterways.
B. Means of disposal of test and flushing water shall be subject to the approval of
ENGINEER, local governing authorities, and regulatory agencies.
C. CONTRACTOR shall be responsible for any damage caused by his water disposal
operations.
3.6 CLEANING
A. Cleaning:
1.
Thoroughly clean all piping and flush prior to placing in service in a manner
approved by ENGINEER.
2.
Piping 24-inches in diameter and larger shall be inspected from inside and all
debris, dirt and foreign matter removed.
3.
If piping that requires disinfection has not been kept clean during storage or
installation, CONTRACTOR shall swab each section individually before
installation with a 5% hypochlorite solution, to ensure clean piping.

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15051-13
Reclaimed Water Pipe Extension
3.7 PIPING SCHEDULE
A. The following abbreviations are used in the Buried Piping Schedule:
1.
Service Abbreviations:
a.
Potable Water: W.
b.
Reclaimed Water: RW.
2.
Material Abbreviations:
a.
Asbestos Concrete Pipe: ACP
b.
Chlorinated Polyvinyl Chloride: CPVC
c.
Copper Pipe: COP
d.
Ductile Iron Pipe: DIP
e.
Glass-Lined Ductile Iron Pipe: GDIP
f.
Galvanized Steel: GST
g.
Polyethylene: PE
h.
Polyvinyl Chloride: PVC
i.
Stainless Steel Pipe: SST
j.
Vitrified Clay Pipe: VCP
3.
Lining/Coating Abbreviations:
a.
Bituminous Coated: BC
b.
Cement Mortar Lined: CM
c.
Galvanized: GALV
d.
Glass Lined: GL
e.
Polyethylene Wrap: PE
f.
Protecto 401 Ceramic Epoxy: CE
g.
T-Lock: TL
h.
Painting: P (Painted per Section 09900)
4.
Joint Abbreviations:
a.
Bell and Spigot: BS
b.
Butt Wrapped: BW
c.
Flanged: FL
d.
Mechanical Joint: MJ
e.
Soldered: SD
f.
Solvent Welded: SW
g.
Welded: W

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15051-14
Reclaimed Water Pipe Extension
BURIED PIPING SCHEDULE

Service
Material
Interior
Lining
Exterior
Coating
Pressure Class
Joint
Test Pressure
(psig)
Reclaimed Water
(Larger than 12-inch
diameter)
DIP
CM
BC
250
MJ/BS
150
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15061-1
Reclaimed Water Pipe Extension
SECTION 15061
DUCTILE IRON PIPE
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
CONTRACTOR shall provide all labor, materials, equipment, and incidentals
as shown, specified, and required to furnish and install ductile iron pipe and
fittings.
2.
The extent of ductile iron pipe to be furnished is shown on the Drawings and
in the schedules included in Section 15051, Buried Piping Installation.
B. Definition: Where cast iron pipe is specified, the term and symbol shall mean
ductile iron pipe.
C. Related Work Specified Elsewhere:
1.
Section 02200, Earthwork.
2.
Section 11295, Hydraulic Valves.
3.
Section 15050, Piping Systems.
4.
Section 15051, Buried Piping Installation.
1.2 QUALITY ASSURANCE
A. Manufacturer Qualifications: Manufacturer shall have a minimum of five years of
experience in the production of ductile iron pipe and fittings and shall show
evidence of satisfactory service in at least five installations.
B. Unless otherwise specified, references to documents shall mean the documents in
effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective
date of the Agreement if there were no Bids). If referenced documents have been
discontinued by the issuing organization, references to those documents shall mean
the replacement documents issued or otherwise identified by that organization or,
if there are no replacement documents, the last version of the document before it
was discontinued. Where document dates are given in the following listing,
references to those documents shall mean the specific document version associated
with that date, whether or not the document has been superseded by a version with
a later date, discontinued, or replaced.
1.
ANSI B16.1 - Cast Iron Pipe Flanges and Flanged Fittings Class 25, 125, 250,
and 800.
2.
ANSI B16.5 - Pipe Flanges and Flanged Fittings.
3.
ASTM C150 - Portland Cement.
4.
AWWA C104 (ANSI A21.4) - Cement Mortar Lining for Ductile Iron and
Gray Iron Pipe and Fittings for Water.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15061-2
Reclaimed Water Pipe Extension
5.
AWWA C105 (ANSI A21.5) - Polyethylene Encasement for Ductile Iron
Piping for Water and Other Liquids.
6.
AWWA C110 (ANSI A21.10) - Ductile Iron and Gray Iron Fittings, 3"
Through 48", for Water and Other Liquids.
7.
AWWA C111 (ANSI A21.11) - Rubber Gasket Joints for Ductile Iron and
Gray Iron Pressure Pipe and Fittings.
8.
AWWA C115 (ANSI A21.15) - Flanged Ductile Iron and Gray Iron Pipe with
Threaded Flanges.
9.
AWWA C150 (ANSI A21.50) - Thickness Design of Ductile Iron Pipe.
10. AWWA C151 (ANSI A21.51) - Ductile Iron Pipe, Centrifugally Cast, in Metal
Molds or Sand-Lined Molds, for Water or Other Liquids.
11. AWWA C153 (ANSI A21.53) - Ductile Iron Compact Fittings, 3" Through
12" for Water and Other Liquids.
12. AWWA C600 - Installation of Ductile Iron Water Mains and Their
Appurtenances.
13. AWWA C606 - Grooved and Shouldered Type Joints.
14. MAG - Uniform Standard Specifications and Details for Public Work
Construction.
15. City of Chandler Unified Standard Specifications.
1.3 SUBMITTALS
A. Shall be in accordance with Section 15050, Piping Systems, submittal information.
B. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
Specification Section are met. If clarifications are needed to any of the paragraphs
in the Specification Section, they shall be addressed next to the paragraph or in an
attached letter as such and explained further with any additional information
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an
explanation of any deviation and/or exception shall be provided. The
CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected
PART 2 - PRODUCTS
2.1 GENERAL
A. Pipe design, materials, and manufacturer shall comply with the following
documents:

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15061-3
Reclaimed Water Pipe Extension
ITEM
DOCUMENT
Thickness Design
AWWA C150
Manufacturing Requirements:
Water or Other Liquid

AWWA C151
Gravity Service Pipe
ASTM A716
Joints:
Rubber Gasket
Threaded Flange

AWWA C111
AWWA C115
Fittings:
Water or Other Liquid

AWWA C110/AWWA C153
Cement Mortar Lining
AWWA C104
Polyethylene Encasement
AWWA C105

2.2 PIPE
A. Unless otherwise specified, ductile iron pipe shall be Pressure Class 250 for below
ground installations and Special Thickness Class 53 for above ground, and have
nominal laying length of 18 feet.
B. For grooved end pipe or flanged end, wall thickness shall be minimum Class 53,
except where the specified pressure requires heavier pipe.
C. All ductile iron pipes shall conform to the requirements of MAG Standard
Specification Section 750 "Iron Water Pipe and Fittings."
D. All ductile iron pipes shall be manufacturers as listed within the City of Chandler
Approved Product List.
2.3 GASKETS
A. Unless otherwise specified, gasket stock shall be a synthetic rubber compound in
which the elastomer is nitrile or neoprene.
B. The compound shall contain not less than 50% by volume nitrile or neoprene and
shall be free from factice, reclaimed rubber, and other deleterious substances.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15061-4
Reclaimed Water Pipe Extension
C. Gaskets shall comply with AWWA C111 for push-on and mechanical joints, and
with AWWA C606 for grooved end joints.
D. For high temperature gaskets refer to section 15050, Piping Systems.
2.4 FITTINGS
A. Parent pipe and branch outlets shall be centrifugally cast ductile iron pipe designed
in accordance with ANSI/AWWA C150/A21.50 and manufactured in accordance
with ANSI/AWWA C151/A21.51. Minimum class shall be Thickness Class 53.
B. Ends shall be flanged, restrained mechanical joint, or restrained push-on to suit the
condition specified, except for transmission mains where indicated otherwise on
the Drawings.
C. The AWWA C153 compact ductile iron fittings in sizes 3-inches through 12-inches
are an acceptable substitute for standard fittings, unless otherwise specified.
D. Long radius elbows shall be provided where specified.
E. Welded-on outlets shall be limited to branch outlets having a nominal diameter less
than 70% of the nominal diameter of the main line pipe (maximum size of 30-
inches). Welded-on outlets may be provided for tees, tangential outlets, or lateral
outlets fabricated at a specific angle to the main line pipe as shown on the Drawings.
Welded-on outlets shall be fabricated by the pipe manufacturer at the same facility
where the pipe is produced. The pipe cement mortar lining shall only be applied or
repaired after the outlet has been welded on at the manufacturing facilities where
the pipe is produced. The pipe manufacturer shall have a minimum of five years
experience in the fabrication and testing of outlets of similar size and configuration
as shown on the Drawings or specified herein.
F. Weldment for welded-on outlets shall be based on the method described in Section
VII of the ASME Unified Pressure Vessel Code. Reinforcing welds shall be placed
using Ni-Rod FC 55 cored wire or Ni-Rod 55 electrodes manufactured by INCO
Alloys (or an electrode with equivalent performance properties). Carbon steel
electrodes are not acceptable.
G. All ductile iron pipe fittings shall be as manufactured by the same manufacturer as
the ductile iron pipe.
2.5 JOINTS
A. Push-On Joints:
1.
Push-on joints shall be the rubber ring compression type suitable for buried
service. Unrestrained push-on joints shall be Fastite Joint as manufactured by
American Cast Iron Pipe Company, the Tyton Joint as manufactured by U.S.
Pipe, or equal. This joint is not permitted on fittings or specials, unless
otherwise specified. Push-on joints shall have an allowable deflection of up to
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15061-5
Reclaimed Water Pipe Extension
5 degrees at specified pressures. Joint assembly and field cuts shall be made
in strict conformance with AWWA C600 and pipe manufacturer's
recommendations.
B. Flange Assemblies:
1.
Unless otherwise specified, flanges shall be ductile iron and shall be threaded-
on flanges conforming to ANSI/AWWA A21.15/C115 or cast-on flanges
conforming ANSI/AWWA A21.10/C110.
2.
Flanges shall be adequate for 250 psi working pressure.
3.
Bolt circle and bolt holes shall match those of ANSI B16.1, Class 125 flanges
and ANSI B16.5, Class 150 flanges.
4.
Where specified, flanges shall be threaded-on or cast-on flanges conforming
to ANSI B16.1, Class 250.
5.
Unless otherwise specified, bolts and nuts for flange assemblies shall conform
with the requirements of Section 15120, Piping Specialties and Accessories.
Gaskets shall be as specified with the requirements of Section 15120, Piping
Specialties and Accessories.
C. Mechanical Joints:
1.
Where specified, restrained mechanical joints shall be the positive restraint
type. Mechanical joints with retainer glands are not acceptable.
2.
Locked mechanical hydrant tees, bends, and adapters are an acceptable
substitute for anchoring fire hydrants and valves to the pipe main.
D. Restrained Joints:
1.
Unless otherwise specified, restrained joints shall be flanged or grooved end
for exposed service and push-on or grooved end for buried service. Restrained
pipe shall be applied the entire length of pipe as shown on the Construction
Drawings.
2.
Restrained joints for pipe shall be:
a.
TR Flex Gripper Ring and TR Flex joint products with exact
specifications as manufactured by US Pipe
b.
American Fast Grip and Flex-Ring joint as manufactured by American
Cast Iron Pipe Company
c.
MEGALUG Ductile Iron Pipe Restraints as manufactured by EBAA Iron
Inc.
d.
Or equal.
3.
Restrained joints for fittings shall be:
a.
Series 1100 megalug restraint produced by EBAA Iron, Inc.
b.
Series 3000-30000S Stargrip by Star Pipe Products
c.
Sigma DIP One Lok SLDE Series
d.
Tyler Union Tuf Grip Restraint
4.
Restrained joints shall be capable of being deflected after full assembly.
5.
Joint assembly shall be in strict conformance with AWWA C600 and
manufacturer's recommendations.
6.
No field cuts of restrained pipe are permitted without prior approval of the
Construction Manager.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15061-6
Reclaimed Water Pipe Extension
E. Bolts and Nuts:
1.
Corrosion-resistant bolts and nuts for use with ductile iron joints shall be high-
strength, low-alloy steel as specified in ANSI/AWWA C111/A21.11.
2.
Below grade installations require type 316 stainless steel.
2.6 PIPE COATING
A. Unless otherwise specified, pipe and fittings shall be coated with asphaltic material
as specified in AWWA C151.
B. Polyethylene Encasement:
1.
All buried ductile iron pipe and fittings shall be wrapped with polyethylene
film in tube form as specified in AWWA C105 and MAG Section 610.
2.7 PIPE LINING
A. Cement mortar lining.
B. Unless otherwise specified, interior surfaces of pipe and fittings shall be cement
mortar lined in accordance with AWWA C104.
C. Cement shall be ASTM C150, Type II or V, low alkali, containing less than 0.60%
alkalies.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General:
1.
Piping runs specified on the Drawings shall be followed as closely as possible.
Proposed deviations shall be submitted in accordance with Section 01300,
Submittals.
2.
Pipe shall be installed in accordance with AWWA C600 and MAG Section
610.
B. Insulating Sections:
1.
Where a metallic non-ferrous pipe or appurtenance is connected to ferrous pipe
or appurtenance, an insulating section shall be provide.
C. Anchorage:
1.
Anchorage shall be provided as specified. Calculations and Drawings for
proposed alternative anchorage shall be submitted in accordance with Section
01300, Submittals.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15061-7
Reclaimed Water Pipe Extension
3.2 ACCEPTANCE TESTING
A. Hydrostatic pressure tests shall be conducted in accordance with Section 4 of
AWWA C600, except that test pressures and allowable leakage shall be as listed in
Section 15050, Piping Systems.
B. The CONTRACTOR shall conduct the tests in the presence of the ENGINEER
and/or OWNER.
C. All welded-on outlets shall be rated for a working pressure of 250 psi and must
have a minimum safety factor of 2.0 based on proof of design hydrostatic test
results.
D. Prior to the application of any coating or lining in the outlet area all weldments for
branch outlets to be supplied on this project shall be subject to an air pressure test
of at least 15 psi. Air leakage is not acceptable. Any leakage shall be detected by
applying an appropriate soapy water solution to the entire exterior surface of the
weldment and adjoining pipe edges or by immersing the entire area in a vessel of
water and visually inspecting the weld surface for the presence of air bubbles. Any
weldment that shows signs of visible leakage shall be repaired and retested in
accordance with the manufacturer's written procedures.
3.3 POLYETHYLENE TUBE
A. Polyethylene encasement shall be used on all buried ductile iron pipe, unless
otherwise specified. Installation of polyethylene shall be as specified in MAG
Section 610 and these Specifications. Pipe, fittings, valves, and couplings shall be
wrapped. Fittings that require concrete backing shall be wrapped prior to placing
the concrete.
B. The polyethylene tube seams and overlaps shall be wrapped and held in place by
means of a 2-inch wide plastic backed adhesive tape. The tape shall be Polyken
No. 900 (polyethylene), Scotchwrap No. 50 (polyvinyl), or equal. The tape shall
be such that the adhesive shall bond securely to both metal surfaces and
polyethylene film. Bedding and initial backfill for polyethylene wrapped pipe shall
be a well-graded granular material which will not cut or damage the polyethylene
tube during placement and backfilling. Sharp angular material over 0.5-inches shall
not be used with polyethylene encasement.
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15120-1
Reclaimed Water Pipe Extension
SECTION 15120
PIPING SPECIALTIES AND ACCESSORIES
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
CONTRACTOR shall provide all labor, materials, equipment, and
incidentals as shown, specified, and required to furnish and install all piping
specialties and accessories. Included, but not limited to, are flexible
couplings, mechanical couplings, flanged adapters, expansion joints, saddle
taps.
B. Related Work Specified Elsewhere:
1.
Division 15, Mechanical, Sections on piping and piping systems.
1.2 QUALITY ASSURANCE
A. Manufacturer's Qualifications:
1.
Manufacturer shall have a minimum of five years of experience in the
production of substantially similar types of piping specialties specified and
shall show evidence of satisfactory service in at least five installations.
2.
Each type of piping specialty and accessory shall be the product of one
manufacturer.
1.3 SUBMITTALS
A. Descriptive submittals shall be made in accordance with Section 01300,
Submittals.
B. Coordinate these with Shop Drawings required for the piping systems.
C. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
Specification Section are met. If clarifications are needed to any of the paragraphs
in the Specification Section, they shall be addressed next to the paragraph or in an
attached letter as such and explained further with any additional information
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an
explanation of any deviation and/or exception shall be provided. The
CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15120-2
Reclaimed Water Pipe Extension
1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Refer to Division 15, Mechanical, Sections on piping and piping systems.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Couplings: Unless otherwise specified, piping 2-inches in diameter and larger
passing from concrete to earth shall be provided with two pipe couplings or
flexible joints as specified within 2 feet or one pipe diameter of the structure,
whichever is greater.
1.
Below-Grade Restrained Type Coupling:
a.
Pressure and Service: Same as connected piping.
b.
Material: ASTM A536 Ductile Iron.
c.
Gasket: Suitable for water service and specification 15050.
d.
Bolts and Nuts: Type 316 stainless steel bolts and nuts.
e.
Product and Manufacturer:
1) Per City of Chandler Approved Product List.
2) No approved equal.
2.
Sleeve Type, AC/DIP Transition Couplings:
a.
Pressure and Service: Same as connected piping.
b.
Material: Carbon steel for carbon steel and exposed ductile iron piping
systems, or stainless steel for stainless steel and buried or submerged
ductile iron piping systems.
c.
Gasket: Suitable for water service – NSF 61 Certified.
d.
Bolts and Nuts: Alloy steel, corrosion-resistant, prime coated. Buried
couplings shall have Type 316 stainless steel bolts and nuts.
e.
Harnessing:
1) Harness couplings to restrain pressure piping. Test pressures for
pressure pipelines shall conform to the requirements of Section
15050, Piping Systems.
2) Adjacent flanges shall be tied with bolts of corrosion resistant alloy
steel. Provide flange mounted stretcher bolt plates as shown on the
Drawings and to be designed by manufacturer, unless otherwise
approved by the ENGINEER.
3) Conform to dimensions, size, spacing and materials for lugs, bolts,
washers and nuts as recommended by manufacturer and approved
by ENGINEER for the pipe size, wall thickness and test pressure
required. However, the following minimum bolting shall be
provided, unless otherwise approved by the ENGINEER.

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15120-3
Reclaimed Water Pipe Extension
Pipe

Bolt
Diameter
Number
Diameter At

(Inches) of Bolts
(Inches)
(Degrees)
4

5/8

180
6-8

3/4

180
10-12

7/8

180 or 250
14-20

190
24-48

90
54

250
60

1-1/4

90
f.
Remove pipe stop, unless otherwise shown on the Drawings or
specified.
g.
Product and Manufacturer: Provide one of the following:
1) Type 501, Romac Industries.
2) Or equal.
3.
Flanged Adapters:
a.
Description: One end of adapter shall be flanged and the other end shall
have a sleeve type flexible coupling.
b.
Pressure and Service: Same as connected piping.
c.
Material: Cast iron or steel.
d.
Gasket: Suitable for wastewater service, and can withstand the specified
temperature. EPDM gaskets for 250° F air service. Specification 15050.
e.
Bolts and Nuts: Type 316 stainless steel.
f.
Harnessing:
1) Harness adapters to restrain pressure piping. Test pressures for
pressure pipe lines are included in the piping schedules in Section
15051, Buried Piping Installation, and section 15052, Exposed
Piping Installation.
2) For adapters 12-inch diameter and less, provide 1/2-inch minimum
stainless steel anchor studs installed in a pressure tight anchor boss.
Provide number of studs required to restrain test pressure and
service conditions. Harness shall be as designed and recommended
by manufacturer; however, the following minimum anchor studs
shall be provided, unless otherwise approved by ENGINEER.
a)
6-inch Diameter and Less: Two.
b) 8-inch Diameter and Less: Four.
c)
10-inch Diameter and Less: Six.
d) 12-inch Diameter and Less: Eight.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

January 2025

City of Chandler
22-016
15120-4
Reclaimed Water Pipe Extension
3) For adapters larger than 12-inch diameter, provide split-ring harness
clamps with a minimum of four Type 316 stainless steel bolts.
Harness assembly shall be as designed and recommended by
manufacturer. Dimensions, sizes, spacing, and materials shall be
suitable for service and conditions encountered and shall be
approved by ENGINEER.
4) Harness couplings to restrain pressure piping.
5) Test pressures for pressure pipe lines are included in Section 15051,
Buried Piping Installation, and Section 15052, Exposed Piping
Installation.
6) Harnessing shall conform to the details shown on the Drawings.
g.
Product and Manufacturer: Provide one of the following:
1) Style FCA501, as manufactured by Romac Industries.
2) Style 128, as manufactured by Dresser.
3) Or approved equal.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install piping specialties and accessories in accordance with manufacturer's
instructions.
B. Make adjustments to expansion joints as required to ensure that they will be fully
extended when the ambient temperature is at minimum operating temperature and
fully compressed at maximum operating temperature for the system in which they
are installed.
++ END OF SECTION ++
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

EXHIBIT D

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
D-1
City Project No.: WW2206.404
Rev. 10/23/23

GIS / GPS DATA DELIVERY REQUIREMENTS

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

1 | P a g e

GIS / GPS Data Delivery Requirements

Contractor shall provide survey grade GPS / GIS data, meeting the following requirements for all
facilities to be owned and/or operated by the City of Chandler.

a) ESRI File Geodatabase format:

All GPS point data, along with corresponding GIS Attribute data, must be submitted in ESRI File
Geodatabase format. The City of Chandler will provide a copy of the File Geodatabase in ESRI
ArcGIS format. Please submit your request through the Project Manager.

b) Data dictionary and Attribute data:

Attribute data should be provided for each of the GPS’d Utility Features listed in Section ‘d’ below.
All Attribute data should conform to the ESRI File Geodatabase format, provided by the City. A
copy of the data dictionary is also attached here for reference.

c) Coordinate System:

Horizontal Datum: Arizona State Plane Coordinates, Central Zone NAD83 (HARN)
Vertical Datum: NAVD88

d) Point Data for GPS:

1) Water System Features:
•
Water main location (top of pipe), size and material (one (1) coordinate provided every 100 feet
minimum) and at fittings.
•
Water fitting location (top of feature), size, material and type including: Bend (22.5, 45, or 90),
Tee, Tapping Sleeve, Cross, Coupling, End Cap, Line Stop, Reducer, Saddle, Other.
•
Water valve location (center of valve box cover), size and type.
•
Fire hydrant location (top of hydrant), manufacturer and year.
•
Water service line location (at connection to main, any bends, and termination at meter box or
meter vault or at the edge of easement or ROW), size and material.
•
Water blow-off and air release valve location (center of cover), size, type and manufacturer.
•
Water manhole or vault location (center of cover), size and type.

2) Waste Water System Features:
•
Sewer manhole and cleanout location (center of cover), size, material, and cover type.
•
Sewer gravity main location (invert of pipe), size, material and flow direction (from) at all
manholes, cleanouts and structures.
•
Sewer service line location, size and material (at connection to main, and termination at
cleanout, or stub out at edge of the easement or ROW).
•
Sewer force main location (top of pipe), size, and material (one (1) coordinate provided every
100 feet minimum) and at fittings.
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

2 | P a g e

•
Sewer force main (and gravity) fitting location (top of feature), size, material and type including:
Bend (22.5, 45, or 90), Tee, Tapping Sleeve, Cross, Coupling, End Cap, Linestop, Reducer,
Saddle, Wye, Other
•
Sewer force main valve location (center of valve box cover), size and type.
•
Sewer force main air release valve location (center of cover), size, type and manufacturer.
•
Sewer force main manhole or vault location (center of cover), size and material.
•
Sewer structure (center of structure), type (diversion, junction box).

3) Reclaimed Water System Features:
•
Reclaimed main location (top of pipe), size, and material (one (1) coordinate provided every
100 feet minimum) and at fittings.
•
Reclaimed fitting location (top of feature), size, material and type including: Bend (22.5, 45, or
90), Tee, Tapping Sleeve, Cross, Coupling, End Cap, Linestop, Reducer, Saddle, Other.
•
Reclaimed valve location (center of valve box cover), size and type.
•
Reclaimed service line location (at connection to main, any bends, and termination at meter
box or meter vault or at the edge of easement or ROW), size and material.
•
Reclaimed blow-off and air release valve location (center of cover), size, type and
manufacturer.
•
Reclaimed manhole or vault location (center of cover), size and type.

4) Storm Water System Features:
•
Storm manhole and cleanout location (center of cover), size, material, and cover type.
•
Storm gravity main location (invert of pipe), size, material, and flow direction (from) at all
manholes, cleanouts and structures.
•
Storm structure location (center of structure), type and category including: Drywell, Catch
Basin, Scupper, Bubbler Box, and Collection Vault.

5) Streetlight Feature:
•
Streetlights

6) Standard GPS Metadata on all points collected: Date, Time, Horizontal Accuracy, Vertical Accuracy,
Latitude, Longitude, Altitude, Surveyor, and Comments.

7) Electronic Data Submittal: Each submittal must consist of
•
ESRI – ArcGIS Geodatabase with cumulative data and attributes
•
Construction plans with collected utilities clearly redlined and changes marked

The frequency of data submittals will be every two weeks after water, sewer, reclaim or storm
assets go into the ground. Please email submittals to: GIS@chandleraz.gov

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

3 | P a g e

DATA DICTIONARY: WATER

WATER_BACKFLOW

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

TYPE
TYPE
Text
25
GIS_BACKFLOW_TYPE
MANUFACTURER
MANUFACTURER
Text
25
GIS_BACKFLOW_MANUFACTURER
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
15

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

4 | P a g e

WATER_FITTING

Field Name
Alias Name
Data Type
Length
Domain
OBJECTID
OBJECTID
OID
SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
20
WS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
20
WS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
20
WS_SPATIALSOURCE_STD
MATERIAL
MATERIAL
Text
20
WS_FITTING_MATERIAL
DIAMETER1
DIAMETER1
Text
8
RWS_FITTING_DIAMETER
DIAMETER2
DIAMETER2
Text
8
RWS_FITTING_DIAMETER
TYPE
TYPE
Text
30
WS_FITTING_TYPE
BEND
BEND
Text
20
WS_FITTING_BEND
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double
VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double
GPS_COMMENT
GPS_COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

5 | P a g e

WATER_HYDRANT

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
Feature Owner
Text
25
WS_FEATUREOWNER
LIFECYCLESTATUS
Lifecycle Status
Text
25
WS_LIFECYCLESTATUS
SPATIALSOURCE
Spatial Source
Text
25
WS_SPATIALSOURCE_STD
BARRELDIAMETER
Barrel Diameter
Double

LARGENOZZLEDIAMETER
Large Nozzle Diameter
Double

SMALLNOZZLEDIAMETER
Small Nozzle Diameter
Double

OUTLETCONFIGURATION
Outlet Configuration
Double

SEATDIAMETER
Seat Diameter
Double

MANUFACTURER
Manufacturer
Text
25
WS_HYD_MANUFACTURER
YEARMANUFACTURED
Manufacture Year
Text
25

HASLOCK
Has Lock ?
Text
25
GIS_BOOLEAN_YES_NO
COLOR
Color
Text
25
WS_HYD_COLOR
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
25

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
50

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

6 | P a g e

WATER_MANHOLE

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

ACCESSTYPE
ACCESSTYPE
Text
20

GROUNDTYPE
GROUNDTYPE
Text
20
WS_SYSVAL_GROUNDTYPE
COVERMATERIAL
COVERMATERIAL
Text
10

COVERTYPE
COVERTYPE
Text
8

GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

7 | P a g e

WATER_METER

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
Feature Owner
Text
20
GBA_WMSL_FEATUREOWNER
LIFECYCLESTATUS
Lifecycle Status
Text
25
GBA_WMSL_LIFECYCLESTATUS
SPATIALSOURCE
Spatial Source
Text
25
GBA_STATIC_SPATIALSOURCE
DIAMETER
DIAMETER
Double
WS_METER_DIAM
MANUFACTURER
Manufacturer
Text
25
WS_METER_MANUFACTURER
METERTYPE
Meter Type
Text
25
WS_METER_TYPE
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
15

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

8 | P a g e

WATER_SYSTEM_VALVE

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATURE OWNER
Text
20
WS_SYSVAL_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLE STATUS
Text
20
WS_SYSVAL_LIFECYCLESTATUS
SPATIALSOURCE
SPATIAL SOURCE
Text
20
WS_SYSVAL_SPATIALSOURCE
TYPE
TYPE
Text
25
WS_SYSVAL_TYPE
VALVETYPE
VALVE TYPE
Text
10
WS_SYSVAL_VALVETYPE
FUNCTION
FUNCTION
Text
25
WS_SYSVAL_FUNCTION
GROUNDTYPE
GROUNDTYPE
Text
25
WS_SYSVAL_GROUNDTYPE
DIAMETER
Diameter
Text
8
WS_SYSVAL_DIAM
GPS_DATE
GPS DATE
Date

GPS_TIME
GPS TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

9 | P a g e

Water Domains:

Domain name
WS_LIFECYCLESTATUS
ABANDONED
ABANDONED
ACTIVE
ACTIVE
FUTURE
FUTURE
INACTIVE
INACTIVE
REMOVED
REMOVED
UNKNOWN
UNKNOWN
Domain name
WS_FEATUREOWNER
COC
Chandler
COG
Gilbert
COM
Mesa
COP
Phoenix
COT
Tempe
COUNTY
Maricopa County
GOULD
Gould
GRIC
GRIC
INTEL
Intel
MICROCHIP
Microchip
MOTOROLA
Motorola
PRIVATE
Private
SRP
SRP
SRVWUA
SRVWUA
UNKNOWN
UNKNOWN
Domain name
WS_SYSVAL_SPATIALSOURCE
APPROVED PLANS
APPROVED PLANS
ASBUILT
ASBUILT
DESIGN
DESIGN
GPS
GPS
HYDRMAINT
HYDRMAINT
ORTHOPHOTO
ORTHOPHOTO
TM7
TM7
UNKNOWN
UNKNOWN
Domain name
WS_SYSVAL_LIFECYCLESTATUS
FUTURE
FUTURE
UNKNOWN
UNKNOWN
INACTIVE
INACTIVE
ACTIVE
ACTIVE
REMOVED
REMOVED
ABANDONED
ABANDONED
Domain name
WS_HYD_MANUFACTURER
AMERICANDARLING AMERICANDARLING
AVK
AVK
CLOW
CLOW
DRESSER
DRESSER
GREENBERG
GREENBERG
KENNEDY
KENNEDY
MUELLER
MUELLER
PACIFIC
PACIFIC
UNKNOWN
UNKNOWN
WATEROUS
WATEROUS
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

10 | P a g e

Domain name
WS_FITTING_BEND
HORIZONTAL
HORIZONTAL
VERTICAL
VERTICAL
Domain name
WS_FITTING_TYPE
11B
11B
22B
22B
45B
45B
90B
90B
COUPLING
COUPLING
CROSS
CROSS
ENDCAP
ENDCAP
LINESTOP
LINESTOP
OTHER
OTHER
REDUCER
REDUCER
SADDLE
SADDLE
TAPPING SLEEVE
TAPPING SLEEVE
TEE
TEE
UNKNOWN
UNKNOWN
WYE
WYE
Domain name
WS_SYSVAL_DIAM
2
2
3
3
4
4
6
6
8
8
10
10
12
12
16
16
20
20
24
24
30
30
36
36
42
42
48
48
54
54
Domain name
WS_SYSVAL_GROUNDTYPE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
LANDSCAPE
LANDSCAPE
UNKNOWN
UNKNOWN
Domain name
WS_HYD_COLOR
0
YELLOW
1
BLACK/YELLOW
2
RED
3
UNKNOWN
Domain name
WS_SPATIALSOURCE_STD
ASBUILT
ASBUILT
DESIGN
DESIGN
FIELD
FIELD
GPS
GPS
ORTHOPHOTO
ORTHOPHOTO
UNKNOWN
UNKNOWN
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

11 | P a g e

Domain name
WS_METER_DIAM
0.63
.63
0.75
.75
1
1
1.5
1.5
2
2
2.5
2.5
3
3
4
4
6
6
8
8
10
10
Domain name
WS_SYSVAL_FEATUREOWNER
COC
COC
PRIVATE
PRIVATE
COM
COM
MOTOROLA
MOTOROLA
INTEL
INTEL
UNKNOWN
UNKNOWN
TOG
TOG
Domain name
WS_FITTING_MATERIAL
DI
DI
PVC
PVC
BRASS
BRASS
STL
STL
COPPER
COPPER
AC
AC
CC
CC
CI
CI
Domain name
WS_METER_MANUFACTURER
BADGER METERS
BADTER METERS
NEPTUNE METERS
NEPTUNE METERS
PRECISION METERS
PRECISION METERS
BADGER-NEPTUNE
BADGER-NEPTUNE
SENSUS
SENSUS
Domain name
WS_SYSVAL_TYPE
STANDARD
STANDARD
BLOWOFF
BLOWOFF
ARV
ARV
AIR VACUUM
AIR VACUUM
PERMASEAL
PERMASEAL
Domain name
WS_METER_TYPE
BYPASS
BYPASS
COMBO
COMBO
CMPND
CMPND
DISC
DISC
MAG
MAG
FDTEC
FDTEC
MLTJET
MLTJET
TURBIN
TURBIN
Ultrasonic
Ultrasonic
Domain name
GBA_WMSI_LIFECYCLESTATUS
Operational
Operational
Empty
Empty
Out of Service
Out of Service
Abandoned
Abandoned
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

12 | P a g e

Domain name
WS_SYSVAL_FUNCTION
INLINE
INLINE
HYDRANT
HYDRANT
STUBOUT
STUBOUT
UNKNOWN
UNKNOWN
SERVICE
SERVICE
BYPASS
BYPASS
WPF
WPF
FDC
FDC
VAULT
VAULT
BACKFLOW
BACKFLOW
PUMPOUT
PUMPOUT
PUMPSTATION
PUMPSTATION
FIRELINE
FIRELINE
ARV
ARV
ZONE_SPLIT_VALVES
ZONE_SPLIT_VALVES
Domain name
WS_SYSVAL_VALVETYPE
GATE
GATE
BUTTERFLY
BUTTERFLY
BALL
BALL
PLUG
PLUG
PIV
PIV
UNKNOWN
UNKNOWN
INSERTA
INSERTA
Domain name

GIS_BACKFLOW_MANUFACTURER
FEBCO
FEBCO
WATTS
WATTS
WILKINS
WILKINS
AMES
AMES
CONBRACO
SERVICE
HERSEY
HERSEY
RAIN BIRD
RAIN BIRD
APOLLO VALVES
APOLLO VALVES
METRON
METRON
OTHER
OTHER
Domain name
GIS_BACKFLOW_FEATUREOWNER
COC
COC
PRIVATE
PRIVATE
CONTRACTOR
CONTRACTOR
INTEL
INTEL
OCA
OCA
OMG
OMG
TOG
TOG
UNKNOWN
UNKNOWN
Domain name
GIS_BACKFLOW_TYPE
Air Gap
Air Gap
Unknown
Unknown
Double Check Detector
Double Check Detector
Pressure Vacuum Breaker
Pressure Vacuum Breaker
Double Check
Double Check
Reduced Pressure Detector
Reduced Pressure Detector
Atmoshpheric Vacuum
Breaker
Atmoshpheric Vacuum
Breaker
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

13 | P a g e

DATA DICTIONARY: SEWER

SEWER CLEANOUT

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
20
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
20
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
20
WW_SPATIALSOURCE
RIM_ELEV
RIM_ELEV
Double

INV_ELEV
INV_ELEV
Double

GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

14 | P a g e

SEWER CONTROL VALVE

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
20
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
20
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
20
WW_SPATIALSOURCE
TYPE
TYPE
Text
25
WW_CONTROL_VALVE_TYPE
DIAMETER
DIAMETER
Text
8

GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

15 | P a g e

SEWER_FITTING

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
20
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
20
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
20
WW_SPATIALSOURCE
MATERIAL
MATERIAL
Text
20
WW_FITTING_MATERIAL
TYPE
TYPE
Text
30
WW_FITTING_TYPE
BEND
BEND
Text
20
WW_FITTING_BEND
SIZE
SIZE
Text
20

GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

16 | P a g e

SEWER_MANHOLE

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
25
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
25
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
20
WW_SPATIALSOURCE
TYPE
TYPE
Text
20
WW_MH_TYPE
COVER_MATERIAL
COVER_MATERIAL
Text
25
WW_MH_COVER_MATERIAL
COVER_HOLE
COVER_HOLE
Text
25
WW_MH_COVER_HOLE
COVER_SIZE
COVER_SIZE
Text
20
WW_MH_COVER_SIZE
RIM_ELEV
RIM_ELEV
Double

INV_ELEV
INV_ELEV
Double

LINING
LINING
Text
255
WW_MH_LINER
WALL_MATERIAL
WALL_MATERIAL
Text
255
WW_MH_WALL_MATERIAL
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

17 | P a g e

Sewer Domains:

Domain name
WW_MH_COVER_MATERIAL
ALUMINUM
ALUMINUM
CASTIRON
CASTIRON
HDPE COMPOSITE - CAP
HDPE COMPOSITE - CAP
HDPE COMPOSITE - EJ
HDPE COMPOSITE - EJ
HDPE COMPOSITE - HD20
HDPE COMPOSITE - HD20
STEEL
STEEL
UNKNOWN
UNKNOWN
Domain name
WW_FEATUREOWNER
COC
COC
PRIVATE
PRIVATE
TOG
TOG
UNKNOWN
UNKNOWN
Domain name
WW_SPATIALSOURCE
GPS
GPS
ASBUILT
ASBUILT
UNKNOWN
UNKNOWN
Domain name
WW_MH_COVER_SIZE
0
Unknown
4
4
6
6
8
8
22
22
24
24
26
26
28
28
30
30
32
32
38
38
48
48
60
60
Domain name
WW_MH_COVER_HOLE
UNKNOWN
UNKNOWN
SEALED
SEALED
Domain name
WW_MH_LINER
CAST-IN-PLACE
CAST-IN-PLACE
CEMENTITIOUS
CEMENTITIOUS
COMPOSITE
COMPOSITE
CURED-IN-PLACE
CURED-IN-PLACE
EPOXY
EPOXY
FR PLASTIC INSERT
FR PLASTIC INSERT
FR POLYMER INSERT
FR POLYMER INSERT
INSERT
INSERT
UNKNOWN
UNKNOWN
Domain name
WW_MH_WALL_MATERIAL
NONE
NONE
COMPOSITE
COMPOSITE
UNKNOWN
UNKNOWN
CONCRETE
CONCRETE
POURED
POURED
TLOCK
TLOCK
PRECAST
PRECAST
BRICK
BRICK
Domain name
WW_LIFECYCLESTATUS
ABANDONED
ABANDONED
ACTIVE
ACTIVE
INACTIVE
INACTIVE
PULLED
PULLED
UNKNOWN
UNKNOWN
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

18 | P a g e

Domain name
WW_FITTING_MATERIAL
PVC
PVC
DIP
DIP
HDPE
HDPE
RCP
RCP
ACP
ACP
ABS
ABS
RUBBER
RUBBER
CONCRETE
CONCRETE
CLAY
CLAY
STEEL ENCASED VCP
STEEL ENCASED VCP
TLOCK LINE
TLOCK LINE
LINED RCP
LINED RCP
PVC LINED RCP
PVC LINED RCP
PVC LINED DIP
PVC LINED RCP
Domain name
WW_FITTING_TYPE
TEE
TEE
WYE
WYE
90 BEND
90 BEND
45 BEND
45 BEND
22 BEND
22 BEND
11 BEND
11 BEND
ENCAP
ENCAP
PLUG
PLUG
REDUCER
REDUCER
ARV
ARV
FLOW METER
FLOW METER
NO FLOW POINT
NO FLOW POINT
OWNERSHIP CHANGE
OWNERSHIP CHANGE
OTHER
OTHER
UNKNOWN
UNKNOWN
COUPLING
COUPLING
Domain name
WW_FITTING_BEND
HORIZONTAL
HORIZONTAL
VERTICAL
VERTICAL
NONE
NONE
Domain name
WW_CONTROL_VALVE_TYPE
AIRRELEASE
AIRRELEASE
AIRVACUUMRELEASE
AIRVACUUMRELEASE
PRESSURERELIEF
PRESSURERELIEF
VACUUMRELEASE
VACUUMRELEASE
UNKNOWN
UNKNOWN
N/A
N/A
Domain name
WW_MH_TYPE
0
UNKNOWN
1
SANITARY SEWER
2
ARV
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

19 | P a g e

DATA DICTIONARY: RECLAIM

RECLAIM_WATER_BACKFLOW

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
25
GIS_BACKFLOW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
25
GIS_BACKFLOW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
25
GIS_BACKFLOW_SPATIALSOURCE
SIZE
SIZE
Double
TYPE
TYPE
Text
25
GIS_BACKFLOW_TYPE
MANUFACTURER
MANUFACTURER
Text
25
GIS_BACKFLOW_MANUFACTURER
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
15

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

20 | P a g e

RECLAIM_WATER_FITTING

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
20
RWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
20
RWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
20
RWS_SPATIALSOURCE
MATERIAL
MATERIAL
Text
20
RWS_MAIN_OR_SERVICE_MATERIAL
DIAMETER1
DIAMETER1
Text
8
RWS_FITTING_DIAMETER
DIAMETER2
DIAMETER2
Text
8
RWS_FITTING_DIAMETER
TYPE
TYPE
Text
30
RWS_FITTING_TYPE
BEND
BEND
Text
20
RWS_FITTING_BEND
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double
8

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double
8

GPS_COMMENT
GPS_COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

21 | P a g e

RECLAIM_WATER_MANHOLE

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

GROUNDTYPE
GROUNDTYPE
Text
20
RWS_GROUNDTYPE
COVERMATERIAL
COVERMATERIAL
Text
10
RWS_COVER_MATERIAL
COVERTYPE
COVERTYPE
Text
8
RWS_COVER_TYPE
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

22 | P a g e

RECLAIM_WATER_METER

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
Feature Owner
Text
20
GBA_WMSL_FEATUREOWNER
LIFECYCLESTATUS
Lifecycle Status
Text
25
GBA_WMSL_LIFECYCLESTATUS
SPATIALSOURCE
Spatial Source
Text
25
GBA_STATIC_SPATIALSOURCE
DIAMETER
DIAMETER
Double
RWS_METER_DIAM
MANUFACTURER
Manufacturer
Text
25
RWS_METER_MANUFACTURER
METERTYPE
Meter Type
Text
25
RWS_METERTYPE
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
15

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double
VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double
GPS_COMMENT
GPS_COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

23 | P a g e

RECLAIM WATER SYSTEM VALVE

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATURE OWNER
Text
20
RWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLE STATUS
Text
20
RWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIAL SOURCE
Text
20
RWS_SPATIALSOURCE
TYPE
TYPE
Text
25
RWS_SYSVAL_TYPE
VALVETYPE
VALVE TYPE
Text
10
RWS_SYSVAL_VALVETYPE
FUNCTION
FUNCTION
Text
25
RWS_SYSVAL_FUNCTION
GROUNDTYPE
GROUNDTYPE
Text
25
RWS_SYSVAL_GROUNDTYPE
DIAMETER
DIAMETER
Double

RWS_SYSVAL_DIAM
GPS_DATE
GPS DATE
Date
8

GPS_TIME
GPS TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS COMMENT
Text
30

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

24 | P a g e

Reclaim Water Domains:

Domain name
RWS_FITTING_BEND
HORIZONTAL
HORIZONTAL
VERTICAL
VERTICAL
Domain name
RWS_SYSVAL_VALVETYPE
BALL
BALL
BUTTERFLY
BUTTERFLY
GATE
GATE
INSERTA
INSERTA
PIV
PIV
PLUG
PLUG
UNKNOWN
UNKNOWN
Domain name
RWS_MAIN_OR_SERVICE_MATERIAL
AC
AC
CC
CC
CI
CI
CU
COPPER
DI
DI
PVC
PVC
UNKNOWN
UNKNOWN
AC
AC
CC
CC
Domain name
RWS_SYSVAL_FUNCTION
ARV
ARV
INLINE
INLINE
PUMPOUT
PUMPOUT
PUMPSTATION
PUMPSTATION
SERVICE
SERVICE
STUBOUT
STUBOUT
UNKNOWN
UNKNOWN
VAULT
VAULT
Domain name
RWS_FITTING_TYPE
11B
11B
22B
22B
45B
45B
90B
90B
COUPLING
COUPLING
CROSS
CROSS
ENDCAP
ENDCAP
LINESTOP
LINESTOP
MECHANICAL JOINT
MECHANICAL JOINT
OTHER
OTHER
RECHARGE WELL
RECHARGE WELL
REDUCER
REDUCER
SADDLE
SADDLE
TAPPING SLEEVE
TAPPING SLEEVE
TEE
TEE
UNKNOWN
UNKNOWN
WYE
WYE
Domain name
RWS_SYSVAL_TYPE
ARV
ARV
AIR VACUUM
AIR VACUUM
BLOWOFF
BLOWOFF
PERMASEAL
PERMASEAL
STANDARD
STANDARD
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

25 | P a g e

Domain name
RWS_SPATIALSOURCE
ASBUILT
ASBUILT
FIELD
FIELD
GPS
GPS
ORTHOPHOTO
ORTHOPHOTO
UNKNOWN
UNKNOWN
Domain name
RWS_GROUNDTYPE
ASPHALT
ASPHALT
CONCRETE
CONCRETE
DIRT
DIRT
UNKNOWN
UNKNOWN
Domain name
RWS_SYSVAL_GROUNDTYPE
ASPHALT
ASPHALT
CONCRETE
CONCRETE
LANDSCAPE
LANDSCAPE
UNKNOWN
UNKNOWN
Domain name
RWS_LIFECYCLESTATUS
ABANDONED
ABANDONED
ACTIVE
ACTIVE
INACTIVE
INACTIVE
REMOVED
REMOVED
UNKNOWN
UNKNOWN
Domain name
RWS_FITTING_DIAMETER
0.63
0.63
0.75
0.75
1
1
1.25
1.25
1.5
1.5
2
2
2.5
2.5
3
3
4
4
6
6
8
8
10
10
12
12
15
15
16
16
18
18
20
20
24
24
30
30
Domain name
RWS_SYSVAL_DIAM
1.5
1.5
2
2
3
3
4
4
6
6
8
8
10
10
12
12
16
16
20
20
24
24
30
30
36
36
42
42
48
48
9999
UNKNOWN
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

26 | P a g e

Domain name
RWS_COVER_MATERIAL
CAST IRON
CAST IRON
ALUMINUM
ALUMINUM
UNKNOWN
UNKNOWN
Domain name
RWS_METER_DIAM
0.63
.63
0.75
.75
1
1
1.5
1.5
2
2
2.5
2.5
3
3
4
4
6
6
8
8
10
10
Domain name
RWS_COVER_TYPE
SEALED
SEALED
VENTED
VENTED
BOLTED
BOLTED
UNKNOWN
UNKNOWN
Domain name
RWS_METER_MANUFACTURER
BADGER METERS
BADGER METERS
NEPTUNE METERS
NEPTUNE METERS
PRECISION METERS
PRECISION METERS
BADGER-NEPTUNE
BADGER-NEPTUNE
SENSUS
SENSUS
Domain name
RWS_FEATUREOWNER
COC
CHANDLER
COM
MESA
INTEL
INTEL
OCA
OCA
OMG
OMG
PRIVATE
PRIVATE
SRP
SRP
TOG
GILBERT
UNKNOWN
UNKNOWN
Domain name
RWS_METERTYPE
BYPASS
BYPASS
COMBO
COMBO
CMPND
CMPND
DISC
DISC
MAG
MAG
FDTEC
FDTEC
MLTJET
MLTJET
TURBIN
TURBIN
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

27 | P a g e

DATA DICTIONARY: STORM

STORM_BUBBLER_BOX

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
25
SWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
25
SWS_SPATIALSOURCE
GRATE_OPENINGS_NUM
GRATE_OPENINGS_NUM
Short
SWS_GRATE_OPENINGS
GRATE_LENGTH
GRATE_LENGTH
Double
8
SWS_GRATE_LENGTH
GRATE_WIDTH
GRATE_WIDTH
Double
8
SWS_GRATE_WIDTH
DRYWELL_ASSOC
DRYWELL_ASSOC
Text
5
GIS_BOOLEAN_YES_NO
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
50

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

28 | P a g e

STORM_CATCHBASIN

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
25
SWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
25
SWS_SPATIALSOURCE
STRUCTURE_TYPE
STRUCTURE_TYPE
Short
SWS_STRUCTURE_TYPE
CATCHBASIN_TYPE
CATCHBASIN_TYPE
Text
25
SWS_CB_TYPE
CITY_EMBLEM
CITY_EMBLEM
Text
5
GIS_BOOLEAN_YES_NO
ACCESS_OPENING_TYPE
ACCESS_OPENING_TYPE
Text
25
SWS_CB_ACCESS_OPENING_TYPE
GRATE_LENGTH
GRATE_LENGTH
Double
SWS_GRATE_LENGTH
GRATE_WIDTH
GRATE_WIDTH
Double
SWS_GRATE_WIDTH
LID
LID
Text
5
GIS_BOOLEAN_YES_NO
LID_TYPE
LID_TYPE
Text
25
SWS_CB_LID_TYPE
DRYWELL_CONN
DRYWELL_CONN
Text
5
GIS_BOOLEAN_YES_NO
OUTLET_CONN
OUTLET_CONN
Text
5
GIS_BOOLEAN_YES_NO
BUBBLERBOX_CONN
BUBBLERBOX_CONN
Text
5
GIS_BOOLEAN_YES_NO
BUBBLERBOX_DRYWELL_ASSOC
BUBBLERBOX_DRYWELL_ASSOC
Text
5
GIS_BOOLEAN_YES_NO
LAKE_DRAIN
LAKE_DRAIN
Text
5
GIS_BOOLEAN_YES_NO
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
50

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

29 | P a g e

STORM_COLLECTION_VAULT

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
20
SWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
20
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
20
SWS_SPATIALSOURCE
INLET_NUM
INLET_NUM
Short
SWS_CV_NUMB_INLETS
INLET_DIAM
INLET_DIAM
Short
SWS_CV_PIPE_SIZE
INLET_PIPE_TYPE
INLET_PIPE_TYPE
Text
30
SWS_CV_PIPE_TYPE
NUISANCE_LINE_ASSOC
NUISANCE_LINE_ASSOC
Text
5
GIS_BOOLEAN_YES_NO
DRYWELL_ASSOC
DRYWELL_ASSOC
Text
5
GIS_BOOLEAN_YES_NO
LID_GRATE
LID_GRATE
Text
5
SWS_LID_GRATE
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
50

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

30 | P a g e

STORM_DRAIN_MANHOLE

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
25
SWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
25
SWS_SPATIALSOURCE
STRUCTURE_TYPE
STRUCTURE_TYPE
Short
2
SWS_STRUCTURE_TYPE
CHANDLER_NAME
CHANDLER_NAME_ON_LID
Text
5
GIS_BOOLEAN_YES_NO
DIAMETER
DIAMETER
Short
2
SWS_SDMH_SIZE
VENT_HOLE
VENT_HOLE
Text
30
GIS_BOOLEAN_YES_NO
ACCESS_OPENING_TYPE
ACCESS_OPENING_TYPE
Text
25
SWS_SDMH_ACCESS_OPENING_TYPE
LID_TYPE
LID_TYPE
Text
30
SWS_SDMH_TYPE
LID_TEXT
LID_TEXT
Text
30
SWS_SDMH_LID_TEXT
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
50

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

31 | P a g e

STORM_DRYWELL

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
25
SWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
25
SWS_SPATIALSOURCE
FIELD_LOC
FIELD_LOC
Text
100
SWS_DW_LOCATION
INSTALLER
INSTALLER
Text
30
SWS_DW_INSTALLER
CHAMBER_TYPE
CHAMBER_TYPE
Text
30
SWS_DW_CHAMBER_TYPE
LID_SIZE
LID_SIZE
Short
SWS_DW_LID_SIZE
LID_TYPE
LID_TYPE
Text
25
SWS_DW_LID_TYPE
NUISANCE_LINE_ASSOC
NUISANCE_LINE_ASSOC
Text
5
GIS_BOOLEAN_YES_NO
CONCRETE_PAD
CONCRETE_PAD
Text
5
GIS_BOOLEAN_YES_NO
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
50

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

32 | P a g e

STORM_INLET

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
25
SWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
25
SWS_SPATIALSOURCE
CATCHBASIN_TYPE
CATCHBASIN_TYPE
Text
25
SWS_CB_TYPE
FIELD_LOC
FIELD_LOC
Text
100
SWS_FIELD_LOC
GRATE_ASSOC
GRATE_ASSOC
Text
25
GIS_BOOLEAN_YES_NO
GRATE_LENGTH
GRATE_LENGTH
Double
SWS_GRATE_LENGTH
GRATE_WIDTH
GRATE_WIDTH
Double
SWS_GRATE_WIDTH
INLET_PIPE_DIAM
INLET_PIPE_DIAM
Short
SWS_INLET_PIPE_DIAM
INLET_NUMBER
NUMBER_OF_INLETS
Short
SWS_INLET_NUMBER
TRASHRACK_ASSOC
TRASHRACK_ASSOC
Text
5
GIS_BOOLEAN_YES_NO
TRASH_LENGTH
TRASH_LENGTH
Double

TRASH_WIDTH
TRASH_WIDTH
Double

NUISANCE_LINE_ASSOC
NUISANCE_LINE_ASSOC
Text
5
GIS_BOOLEAN_YES_NO
BUBBLER_BOX_DRYWELL_ASSOC
BUBBLER_BOX_DRYWELL_ASSOC
Text
5
GIS_BOOLEAN_YES_NO
HEADWALLASSOC
HEADWALLASSOC
Text
5
GIS_BOOLEAN_YES_NO
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
50

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

33 | P a g e

STORM_OUTLET

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
FEATUREOWNER
Text
25
SWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
Text
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
Text
25
SWS_SPATIALSOURCE
GRATE_ASSOC
GRATE_ASSOC
Text
25
GIS_BOOLEAN_YES_NO
GRATE_LENGTH
GRATE_LENGTH
Double
SWS_GRATE_LENGTH
GRATE_WIDTH
GRATE_WIDTH
Double
SWS_GRATE_WIDTH
INLET_PIPE_DIAM
INLET_PIPE_DIAM
Short
SWS_INLET_PIPE_DIAM
INLET_NUMBER
NUMBER_OF_INLETS
Short
SWS_INLET_NUMBER
TRASHRACK_ASSOC
TRASHRACK_ASSOC
Text
5
GIS_BOOLEAN_YES_NO
TRASH_LENGTH
TRASH_LENGTH
Double

TRASH_WIDTH
TRASH_WIDTH
Double

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
50

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

34 | P a g e

STORM_SCUPPER

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

WIDTH
WIDTH
Double

SPILLWAY_ASSOC
SPILLWAY_ASSOC
Text
25
GIS_BOOLEAN_YES_NO
HEADWALL_ASSOC
HEADWALL_ASSOC
Text
5
GIS_BOOLEAN_YES_NO
NUISANCE_LINE_ASSOC
NUISANCE_LINE_ASSOC
Text
5
GIS_BOOLEAN_YES_NO
BUBBLERBOX_ASSOC
BUBBLERBOX_ASSOC
Text
5
GIS_BOOLEAN_YES_NO
BUBBLER_BOX_DRYWELL_ASSOC
BUBBLER_BOX_DRYWELL_ASSOC
Text
5
GIS_BOOLEAN_YES_NO
LAKE_DRAIN
LAKE_DRAIN
Text
5
GIS_BOOLEAN_YES_NO
RIPRAP
RIPRAP
Text
25
GIS_BOOLEAN_YES_NO
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
50

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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Storm Domains:

Domain name
SWS_DW_LOCATION
AIRPORT
AIRPORT
CITYRETENTION
CITY RETENTION
PARK
PARK
PARKING_LOT
PARKING LOT
PRIVATERETENTION
PRIVATE RETENTION
STREET
STREET
WELL_SITE
WELL SITE
Domain name
SWS_LIFECYCLESTATUS
ACTIVE
ACTIVE
REMOVED
REMOVED
ABANDONED
ABANDONED
INACTIVE
INACTIVE
FUTURE
FUTURE
Domain name
SWS_GRATE_OPENINGS
1
1
2
2
3
3
4
4
5
5
6
6
Domain name
SWS_GRATE_LENGTH
12
12
24
24
28
28
30
30
36
36
38
38
40
40
50
50
60
60
76
76
Domain name
SWS_SPATIALSOURCE
APPROVED_PLANS
APPROVED_PLANS
ASBUILT
ASBUILT
DESIGN
DESIGN
FIELD
FIELD
GPS
GPS
ORTHOPHOTO
ORTHOPHOTO
UNKNOWN
UNKNOWN
Domain name
SWS_CB_LID_TYPE
STEEL
STEEL
CONCRETE
CONCRETE
Domain name
SWS_DW_CHAMBER_TYPE
DOUBLE
DOUBLE
SINGLE
SINGLE
TRIPLE
TRIPLE
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

36 | P a g e

Domain name
SWS_SDMH_SIZE
22
22
24
24
26
26
28
28
30
30
32
32
38
38
Domain name
SWS_SDMH_LID_TEXT
CHANDLER_SANITATION_SEWER
CHANDLER SANITATION SEWER
CHANDLER_STORM/SEWER
CHANDLER STORM/SEWER
NONE
NONE
OTHER
OTHER
STORM SEWER
STORM SEWER
Domain name
SWS_DW_INSTALLER
McGUCKINDRILLING
McGUCKIN DRILLING
TORRENTRESOURCES
TORRENT RESOURCES
WACODRILLING
WACO DRILLING
OTHER
OTHER
Domain name
SWS_DW_LID_SIZE
22
22
24
24
25
25
26
26
32
32
38
38
Domain name
SWS_CB_ACCESS_OPENING_TYPE
NONE
NONE
RECTANGULAR
RECTANGULAR
ROUND
ROUND
SQUARE
SQUARE
Domain name
SWS_STRUCTURE_TYPE
1
CATCH BASIN
2
SCUPPER
3
DRYWELL
4
MANHOLE
5
OUTLET
6
INLET
7
BUBBLERBOX
8
SPILLWAY
9
SEPARATOR
Domain name
SWS_FEATUREOWNER
ADOT
ADOT
CITY_OF_CHANDLER
CITY_OF_CHANDLER
HOA
HOA
OTHER
OTHER
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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Domain name
SWS_GRATE_WIDTH
6
6
12
12
16
16
18
18
24
24
28
28
30
30
36
36
38
38
44
44
72
72
Domain name
SWS_DW_LID_TYPE
STEEL
STEEL
GRANITE
GRANITE
CONCRETE_SEALED
CONCRETE_SEALED
GRATE
GRATE
Domain name
SWS_INLET_PIPE_DIAM
12
12
13
13
14
14
15
15
16
16
18
18
24
24
26
26
30
30
36
36
42
42
46
46
60
60
72
72
Domain name

SWS_SDMH_ACCESS_OPENING_TYPE
NONE
NONE
RECTANGULAR
RECTANGULAR
ROUND
ROUND
SQUARE
SQUARE
Domain name
SWS_FIELD_LOC
PARK
PARK
WELLSI
WELL_SITE
PRKLOT
PARKING_LOT
STREET
STREET
AIRPOR
AIRPORT
CTYRTN
CITYRETENTION
PVRET
PRIVATERETENTION
Domain name
SWS_SDMH_TYPE
PRESSURIZED
PRESSURIZED
NON-PRESSURIZED
NON-PRESSURIZED
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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Domain name
SWS_INLET_NUMBER
1
1
2
2
3
3
4
4
Domain name
SWS_CV_PIPE_SIZE
12
12
14
14
16
16
18
18
20
20
24
24
30
30
36
36
Domain name
SWS_CB_TYPE
TYPE_A
TYPE_A
TYPE_B
TYPE_B
TYPE_C
TYPE_C
TYPE_D
TYPE_D
TYPE_E
TYPE_E
TYPE_F
TYPE_F
TYPE_G
TYPE_G
TYPE_H
TYPE_H
TYPE_Q
TYPE_Q
NONE
NONE
Domain name
SWS_LID_GRATE
LID
LID
GRATE
GRATE
Domain name
SWS_CV_PIPE_TYPE
CONCRETE
CONCRETE
OTHER
OTHER
METAL
METAL
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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DATA DICTIONARY: MISCELLANEOUS POINTS

MISCELLANEOUS POINT

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

SIZE
SIZE
Double
MATERIAL
MATERIAL
Text
30
UTILITY_TYPE
UTILITY_TYPE
Text
30
PW_UTILITY_TYPE
NOTES
NOTES
Text
150
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
50

Domains:

Domain name
PW_UTILITY_TYPE
WATER
WATER
WASTEWATER
WASTEWATER
RECLAIM
RECLAIM
STORM
STORM
OTHER
OTHER
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

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DATA DICTIONARY: STREETLIGHTS

STREETLIGHTS

Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID

SHAPE
SHAPE
Geometry

FEATUREOWNER
POLE_OWNER
Text
10
ST_STLITINV_FEATUREOWNER
SPATIALSOURCE
SPATIALSOURCE
Text
25
GBA_STATIC_SPATIALSOURCE
POLENUMBER
POLENUMBER
Text
10

POLE_HEIGHT
POLE_HEIGHT
Short

POLE_TYPE
POLE_TYPE
Text
30
TE_STLITINV_POLE_TYPE
POLE_COAT
POLE_COAT
Text
30
TE_STLITINV_POLE_COAT
FOUNDATION
FOUNDATION
Text
30
GIS_BOOLEAN_YES_NO
GPS_DATE
GPS_DATE
Date

GPS_TIME
GPS_TIME
Text
10

LATITUDE
LATITUDE
Double

LONGITUDE
LONGITUDE
Double

ALTITUDE
ALTITUDE
Double

HORIZONTAL_ACCURACY
HORIZONTAL_ACCURACY (m)
Double

VERTICAL_ACCURACY
VERTICAL_ACCURACY (m)
Double

GPS_COMMENT
GPS_COMMENT
Text
255

Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

41 | P a g e

Streetlights Domains:

Domain name
ST_STLITINV_FEATUREOWNER
COC
CITY OF CHANDLER
PRIVATE
PRIVATE
SRP
SRP
AP
APS
Domain name
GBA_STATIC_SPATIALSOURCE
GPS
GPS
ORTHOPHOTO
ORTHOPHOTO
APPROVED_PLANS
APPROVED_PLANS
GEOCODED
GEOCODED
UNKNOWN
UNKNOWN
Domain name
TE_STLITINV_POLE_TYPE
SL 1
SL 1
SL 6
SL 6
SL 8
SL 8
SL 10
SL 10
SL 16
SL 16
SL 17
SL 17
CURVED
CURVED
CUSTOM
CUSTOM
STERNBERG
STERNBERG
SIGNAL POLE
SIGNAL POLE
POWER POLE
POWER POLE
Domain name
TE_STLITINV_POLE_COAT
GALVANIZED
GALVANIZED
PAINTED
PAINTED
POWDER COATED
POWDER COATED
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC

EXHIBIT E

Project Name: RECLAIMED WATER PIPE EXTENSION – GERMANN ROAD AND HAMILTON STREET
E-1
City Project No.: WW2206.404
Rev. 10/23/23

FEDERAL PROVISIONS

N/A
Docusign Envelope ID: 4892B4B0-D834-4BFD-BC27-BAA8C2BD00BC