Extracted text (via pymupdf)
1059421 characters
Project Name: Water Main Replacement 2022
Page i
Project No.: WA2203.401
Rev 1-16-2024
CITY OF CHANDLER, ARIZONA
Water Main Replacement 2022
CITY PROJECT NO. WA2203.401
CONSTRUCTION SERVICES AGREEMENT
(CONSTRUCTION MANAGER AT RISK)
__________________________________________________
Daniel Haskins, P.E.
CIP City Engineer
Project Name: Water Main Replacement 2022
Page ii
Project No.: WA2203.401
Rev 1-16-2024
CITY OF CHANDLER, ARIZONA
Water Main Replacement 2022
CITY PROJECT NO.: WA2203.401
TABLE OF CONTENTS
PARTICIPANTS AND PROJECT .............................................................................. 1
AGREEMENT DOCUMENTS .................................................................................. 3
PRE-CONSTRUCTION SERVICES ........................................................................... 3
CONSTRUCTION SERVICES ................................................................................... 3
CITY RESPONSIBILITIES ........................................................................................ 5
AGREEMENT TIME ................................................................................................ 5
AGREEMENT PRICE ............................................................................................... 8
FORCED LABOR OF ETHNIC UYGHURS PROHIBITED ....................................... 8
EXHIBIT A – PROJECT SPECIFIC SPECIAL PROVISIONS .................................................... SP-1
EXHIBIT B – GENERAL CONDITIONS ................................................................................ GC-1
EXHIBIT C – TECHNICAL SPECIFICATIONS ........................................................................ TS-1
EXHIBIT D – ACCEPTED GMP/PRICE PROPOSAL .......................................................... GMP-1
EXHIBIT E – SUBCONTRACTOR’S LIST FORM ................................................................. SUB-1
EXHIBIT F – GIS / GPS DATA DELIVERY REQUIREMENTS (IF APPLICABLE) .................... GIS-1
EXHIBIT G – SUBCONTRACTOR DOCUMENTS WITH CM@RISK ................................. SUBS-1
Project Name: Water Main Replacement 2022
Page 1
Project No.: WA2203.401
Rev. 1/16/2024
CONSTRUCTION MANAGER AT RISK
CONSTRUCTION SERVICES AGREEMENT
PROJECT NO.: WA2203.401
This Agreement (the “AGREEMENT”) is made and entered into on the ______day of _______________,
2025, (“Effective Date”) by and between City of Chandler, an Arizona municipal corporation,
hereinafter called “City” and ACHEN-GARDNER CONSTRUCTION, LLC the “Construction
Manager at Risk” or “CM@Risk” designated below (City and CM@Risk may individually be
referred to as “Party” and collectively referred to as “Parties”).
City and CM@Risk 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
CM@RISK:
Legal Company Name:
ACHEN-GARDNER CONSTRUCTION, LLC
Mailing Address:
2195 W. Chandler Boulevard # 200, Chandler, AZ 85021
Physical Address:
2195 W. Chandler Boulevard # 200, Chandler, AZ 85021
Arizona Roc No.:
261745 A
Federal Tax Id No.:
1394157
State Where Organized:
Arizona
Business Organization:
Limited Liability Company
Statutory Agent Name:
Capitol Corporate Services, Inc.
Statutory Agent Mailing Address:
8825 N. 23rd Ave. # 100, Phoenix, AZ 85021
Statutory Agent Physical Address: 8825 N. 23rd Ave. # 100, Phoenix, AZ 85021
CM@Risk’s Authorized Project Representative:
Name:
Bryan Mueller
Title:
Vice President
Phone:
480-940-1300
Email:
bmueller@achen.com
Project Name: Water Main Replacement 2022
Page 2
Project No.: WA2203.401
Rev. 1/16/2024
PROJECT DESCRIPTION:
Replacement of water mains and installation of new service lines in the Tyson Manor and Sunset
Manor neighborhoods.
PROJECT LOCATION:
Tyson Manor and Sunset Manor neighborhoods.
Project Name: Water Main Replacement 2022
Page 3
Project No.: WA2203.401
Rev. 1/16/2024
AGREEMENT DOCUMENTS
2.1
AGREEMENT DOCUMENTS
The Agreement between City and CM@Risk 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. Accepted GMP/Price Proposal as set forth in Exhibit D, incorporated by reference.
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 Sections 2 and 15 of the General Conditions apply to all the
Agreement Documents, including this Agreement.
PRE-CONSTRUCTION SERVICES
Although CM@Risk has performed Pre-Construction Services pursuant to a separate
Agreement between City and CM@Risk, the completion, quality and accuracy of those services
and the deliverables provided by City thereunder directly impact CM@Risk’s performance of
its obligations under this Agreement. Therefore, all of CM@Risk’s obligations, duties, and
warranties in relation to Pre-Construction Services and deliverables survive completion of the
Pre-Construction Services Agreement and are incorporated herein. Any breach of any of
CM@Risk’s duties, obligations, or warranties under the Pre-Construction Services Agreement
will likewise be considered a breach of this Agreement.
CONSTRUCTION SERVICES
4.1
GENERAL
4.1.1
CM@Risk agrees at its own cost and expense, to do all work necessary and 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, and within the schedule, stated in attached Exhibit A.
Project Name: Water Main Replacement 2022
Page 4
Project No.: WA2203.401
Rev. 1/16/2024
4.1.2
CM@Risk 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.
4.1.3
This is an Agreement for complete construction services in accordance with the
Construction Manager at Risk method of delivery of construction services. CM@RISK has
participated in the design process and been an active member of the Project Design
Team and is fully aware of any issues and constraints involved in this Construction
Project.
4.1.4
CM@RISK is the CITY’s fiduciary responsible for undertaking all necessary action
contemplated under the Agreement documents to construct the Project and ensure
timely and quality completion of the Project at a cost within the Guaranteed Maximum
Price (GMP).
4.1.5
At all times relevant to this Agreement and performance of the Work, the CM@Risk 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.
4.1.6
CM@Risk must perform the Work under this Agreement using only those firms, team
members and individuals designated by CM@Risk consistent with the Statement of
Qualifications dated June 13, 2024, the GMP Proposal, or otherwise approved by City
pursuant to the General Conditions. No other entities or individuals may be used without
prior approval of the Project Manager
4.1.7
CM@Risk will comply with all terms and conditions of the General Conditions.
4.1.8
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.
4.1.9
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, CM@Risk hereby transfers and assigns ownership of the
copyright in such Work to City. The rights in this Section are exclusive to City in perpetuity.
Project Name: Water Main Replacement 2022
Page 5
Project No.: WA2203.401
Rev. 1/16/2024
4.2
CM@RISK’S PRE-AGREEMENT AND PRE-WORK DELIVERABLES
4.2.1
The CM@Risk must provide the Deliverables in accordance with Section 4.2 of the
General Conditions.
4.3
PRE-CONSTRUCTION CONFERENCE
Refer to Section 4.3 of the General Conditions.
4.4
PERFORMANCE
OF
THE
WORK
(INCLUDING
FIELD
MEASUREMENTS,
SUBCONTRACTORS, AND SUPPLIERS)
Refer to Section 4.4 of the General Conditions.
4.5
CONTROL OF THE PROJECT SITE
Refer to Section 4.5 of the General Conditions.
4.6
PROJECT SAFETY
Refer to Section 4.6 of the General Conditions.
4.7
MATERIALS QUALITY, SUBSTITUTIONS AND SHOP DRAWINGS
Refer to Section 4.7 of the General Conditions.
4.8
PROJECT RECORD DOCUMENTS
Refer to Section 4.8 of the General Conditions.
4.9
WARRANTY AND CORRECTION OF DEFECTIVE WORK
Refer to Section 4.9 of the General Conditions.
CITY RESPONSIBILITIES
5.1
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
6.1
GENERAL
6.1.1
The Agreement Duration is 265 Calendar Days.
6.1.2
The Agreement Time will start with the Notice to Proceed (NTP) and end with Final
Acceptance, as set forth in Article 6.4 below. The Notice to Proceed cannot be issued until
approval and acceptance by City of the GMP or Fixed Price.
Project Name: Water Main Replacement 2022
Page 6
Project No.: WA2203.401
Rev. 1/16/2024
6.1.3
The Agreement Time will be as set forth in the Project Schedule. CM@Risk agrees that
it will commence performance of the Work and complete the Project through Final
Acceptance within the Agreement Time.
6.1.4
Time is of the essence of this Agreement for the Project, and for each phase and
designated Milestone thereof.
6.2
PROJECT SCHEDULE
6.2.1
The Project Schedule approved as part of the GMP Proposal and incorporated herein as
part of the attached Exhibit D must be updated and maintained throughout CM@Risk’s
performance under this Agreement in accordance with Section 6.2 of the General
Conditions.
6.2.2
Failure on the part of CM@Risk to adhere to the approved Project Schedule will be
deemed a material breach and sufficient grounds for termination of this Agreement by
City.
6.2.3
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
6.3
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.
6.4
FINAL ACCEPTANCE
6.4.1
Final Acceptance will be obtained within the time period set forth in the Project Schedule.
6.4.2
Final Acceptance will be issued pursuant to Section 6.5 of the General Conditions.
6.5
LIQUIDATED DAMAGES
6.5.1
Substantial Completion Liquidated Damages. CM@Risk acknowledges and agrees that
if CM@Risk 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 CM@Risk agree that if CM@Risk fails to achieve Substantial Completion of the Work
within the Agreement Time, City will be entitled to retain or recover from CM@Risk, as
Project Name: Water Main Replacement 2022
Page 7
Project No.: WA2203.401
Rev. 1/16/2024
liquidated damages and not as a penalty, the sum per calendar day as indicated in MAG
§ 108.9.
6.5.2
Final Acceptance Liquidated Damages. For the same reasons set forth in Article 6.5.1
above, City and CM@Risk further agree that if CM@Risk fails to achieve Final Acceptance
of the Work within the Agreement Time, City will be entitled to retain or recover from
CM@Risk, 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 the Agreement.
6.5.3
MAG Liquidated Damages. If no liquidated damages are specified in Articles 6.5.1 or 6.5.2
above, then the liquidated damages provisions in MAG § 108.9 will apply.
6.5.4
City may deduct liquidated damages described in this Article 6.5 from any unpaid
amounts then or thereafter due CM@Risk under this Agreement. Any liquidated damages
not so deducted from any unpaid amounts due CM@Risk 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 CM@Risk.
6.6
MUTUAL WAIVER OF CONSEQUENTIAL DAMAGES ONLY
6.6.1
CM@Risk and City waive claims against each other for consequential damages arising
out of or relating to this Agreement. This mutual waiver includes:
6.6.1.1 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
6.6.1.2 Damages incurred by CM@Risk 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.
6.6.2
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 6.6
will be deemed to preclude an award of liquidated damages, when applicable, in
accordance with Article 6.5 above.
6.6.3
Nothing herein will be deemed to constitute a waiver of any other remedy available to
City in the event of CM@Risk’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 CM@Risk, the cost and expense of which will be offset against any monies
then or thereafter due to CM@Risk (if any) and otherwise immediately reimbursed to
City by CM@Risk.
Project Name: Water Main Replacement 2022
Page 8
Project No.: WA2203.401
Rev. 1/16/2024
AGREEMENT PRICE
7.1
AGREEMENT PRICE
7.1.1
In exchange for CM@Risk’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 CM@Risk the “Agreement Price,” which:
The sum of the CM@Risk’s Fee and reimbursable Cost of the Work, as defined in Section
15 of the General Conditions, which the CM@Risk guarantees will not exceed the GMP
set forth in Exhibit D in the amount of $13,560,538.17. Costs which would cause the
GMP to be exceeded must be paid by CM@Risk without reimbursement from City.
7.1.2
The Agreement Price is all-inclusive and specifically includes all fees, cost, insurance and
bond premiums, allowances, construction contingency, owner’s contingency, and taxes
of any type necessary to fully, properly and timely perform and construct Work.
7.2
CHANGES TO AGREEMENT PRICE
Shall be determined under Section 9 of the General Conditions.
FORCED LABOR OF ETHNIC UYGHURS PROHIBITED
8.1
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
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
Project Name: Water Main Replacement 2022
Project No.: WA2203.401
Rev. 1/1 6/2024
Seal
"CM@Risk"
AC .~-.\U!~DNER
Daniel . Spitza
Print Name
President
Title
dspitza@achen.com
Signer Email Address
LC
3- 18-2025
Date
Page 9
EXHIBIT A
Project Name: Water Main Replacement 2022
Page SP-1
Project No.: WA2203.401
1/16/2024
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.
Contractors should contact the Arizona Registrar of Contractors for information on license
requirements.
Background Screening/Badge Requirements
CM@Risk and Subcontractor Worker Background Screening. CM@Risk agrees that all
contract workers and subcontractors (collectively "Contract Worker(s)") that CM@Risk
furnishes to City under this Agreement will be subject to background and security checks
and screening as set forth in this Section (collectively "Background Screening") at
CM@Risk’s sole cost and expense. As part of the Background Screening, CM@Risk must
provide to a person designated by the City the name(s), address(es), and phone number(s)
of all Contract Workers who will provide any services under this Agreement. All Contract
Workers must comply with these Background Screening requirements. All Contract
Workers must be able to provide proof of the legal right to work in the United States. The
Background Screening provided by CM@Risk must comply with all applicable laws, rules,
and regulations. CM@Risk further agrees that the Background Screening required in this
Section is necessary to preserve and protect public health, safety, and welfare. The
Background Screening requirements set forth in this Section are the minimum
requirements for this Agreement. City in no way warrants that these minimum
requirements are sufficient to protect CM@Risk from any liabilities that may arise out of
CM@Risk’s services under this Agreement or CM@Risk’s failure to comply with this
Section. Therefore, in addition to the specific measures set forth below, CM@Risk and its
Contract Workers must take such other reasonable, prudent, and necessary measures to
EXHIBIT A
Project Name: Water Main Replacement 2022
Page SP-2
Project No.: WA2203.401
1/16/2024
further preserve and protect public health, safety, and welfare when providing services
under this Agreement.
Background Screening Requirements and Criteria. Before offering or scheduling any
services under this Agreement, CM@Risk agrees that all Contract Workers, including the
CM@Risk, if the CM@Risk is an individual or sole proprietorship, must have successfully
passed a Background Screening in accordance with this Section. CM@Risk warrants that
no person will be permitted to substitute for a Contract Worker who has satisfied the
Background Screening requirements until the proposed substitute has also satisfied the
Background Screening requirements in this Section. For review and approval, CM@Risk
must submit to a person designated by the City proof of a completed Background
Screening for each Contract Worker over the age of 18 performing services under this
Agreement no fewer than two (2) weeks before the proposed start date of such Contract
Worker’s services. The Background Screening must have been completed within the 12-
month period preceding the Contract Worker’s start date under this Agreement and must
include the results of a social security (SSN) trace, a national criminal databased check
with source verification, and a sex offender database search.
Additional City Rights Regarding Security Inquiries. In addition to the foregoing, City
reserves the rights but not the obligations to: (1) have a Contract Worker be required to
provide fingerprints and execute such other documentation as may be necessary to
obtain criminal justice information pursuant to A.R.S. § 41-1750(G) (4) or Chandler City
Code § 4-22; (2) act on newly acquired information whether or not such information
should have been previously discovered; (3) unilaterally change its standards and criteria
relative to the acceptability of Contract Workers; and (4) object, at any time and for any
reason, to a Contract Worker performing work (including supervision and oversight) under
this Agreement.
CM@Risk Certification. By executing this Agreement, CM@Risk certifies that CM@Risk has
read and understands the Background Screening requirements and criteria in this Section
and will fully comply with such requirements. CM@Risk further certifies that any
Background Screening information to be furnished to City related to CM@Risk or its
Contract Workers will be complete, current, and accurate. A Contract Worker rejected for
work under this Agreement will not be proposed to perform work under other City
contracts or engagements without City's prior written approval.
Terms of This Section Applicable to all of CM@Risk’s Contracts and Subcontracts. CM@Risk
must include the terms of this Section for Contract Worker Background Screening in all
contracts and subcontracts for services furnished under this Agreement including, but not
limited to, supervision and oversight services.
Materiality of Background Screening Requirements: Indemnity. The Background
Screening requirements of this Section are material to City's entry into this Agreement
EXHIBIT A
Project Name: Water Main Replacement 2022
Page SP-3
Project No.: WA2203.401
1/16/2024
and any breach of this Section by CM@Risk will be deemed a material breach of this
Agreement. In addition to the indemnity provisions set forth in this Agreement, CM@Risk
must defend, indemnify, and hold harmless City for any and all Claims arising out of this
Background Screening Section including, but not limited to, the disqualification of a
Contract Worker by CM@Risk or City for failure to satisfy this Section.
Continuing Duty, Audit. CM@Risk’s obligations and requirements that Contract Workers
satisfy this Background Screening Section will continue throughout the entire term of this
Agreement. CM@Risk must notify City immediately of any change to a Background
Screening of a Contract Worker previously accepted by City. CM@Risk must maintain all
records and documents related to all Background Screenings and City reserves the right
to audit CM@Risk’s compliance with this Section under the terms of this Agreement.
EXHIBIT B
Project Name: Water Main Replacement 2022
Page GC-1
Project No.: WA2203.401
Rev. 10/23/23
GENERAL CONDITIONS
GENERAL CONDITIONS
Approved date: July 20, 2022
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
General Conditions
Revised: 7/20/22
GC-3 of 75
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
General Conditions
Revised: 7/20/22
GC-4 of 75
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
General Conditions
Revised: 7/20/22
GC-5 of 75
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
General Conditions
Revised: 7/20/22
GC-6 of 75
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
General Conditions
Revised: 7/20/22
GC-7 of 75
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.
General Conditions
Revised: 7/20/22
GC-8 of 75
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.
General Conditions
Revised: 7/20/22
GC-9 of 75
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
General Conditions
Revised: 7/20/22
GC-10 of 75
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
General Conditions
Revised: 7/20/22
GC-11 of 75
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.
General Conditions
Revised: 7/20/22
GC-12 of 75
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
General Conditions
Revised: 7/20/22
GC-13 of 75
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.
General Conditions
Revised: 7/20/22
GC-14 of 75
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
General Conditions
Revised: 7/20/22
GC-15 of 75
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.
General Conditions
Revised: 7/20/22
GC-16 of 75
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
General Conditions
Revised: 7/20/22
GC-17 of 75
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
General Conditions
Revised: 7/20/22
GC-18 of 75
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.
General Conditions
Revised: 7/20/22
GC-19 of 75
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
General Conditions
Revised: 7/20/22
GC-20 of 75
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
General Conditions
Revised: 7/20/22
GC-21 of 75
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.
General Conditions
Revised: 7/20/22
GC-22 of 75
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.
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.
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
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,
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.
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.
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,
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.
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.
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
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
General Conditions
Revised: 7/20/22
GC-33 of 75
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
General Conditions
Revised: 7/20/22
GC-34 of 75
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
General Conditions
Revised: 7/20/22
GC-35 of 75
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
General Conditions
Revised: 7/20/22
GC-36 of 75
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.
General Conditions
Revised: 7/20/22
GC-37 of 75
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.
General Conditions
Revised: 7/20/22
GC-38 of 75
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,
General Conditions
Revised: 7/20/22
GC-39 of 75
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
General Conditions
Revised: 7/20/22
GC-40 of 75
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
General Conditions
Revised: 7/20/22
GC-41 of 75
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
General Conditions
Revised: 7/20/22
GC-42 of 75
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.
General Conditions
Revised: 7/20/22
GC-43 of 75
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;
General Conditions
Revised: 7/20/22
GC-44 of 75
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.
General Conditions
Revised: 7/20/22
GC-45 of 75
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’
General Conditions
Revised: 7/20/22
GC-46 of 75
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.
General Conditions
Revised: 7/20/22
GC-47 of 75
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
General Conditions
Revised: 7/20/22
GC-48 of 75
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
General Conditions
Revised: 7/20/22
GC-49 of 75
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
General Conditions
Revised: 7/20/22
GC-50 of 75
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.
General Conditions
Revised: 7/20/22
GC-51 of 75
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.
General Conditions
Revised: 7/20/22
GC-52 of 75
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
General Conditions
Revised: 7/20/22
GC-53 of 75
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
General Conditions
Revised: 7/20/22
GC-54 of 75
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.
General Conditions
Revised: 7/20/22
GC-55 of 75
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
General Conditions
Revised: 7/20/22
GC-56 of 75
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.
General Conditions
Revised: 7/20/22
GC-57 of 75
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
General Conditions
Revised: 7/20/22
GC-58 of 75
General Conditions.
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.
General Conditions
Revised: 7/20/22
GC-59 of 75
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
General Conditions
Revised: 7/20/22
GC-60 of 75
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
General Conditions
Revised: 7/20/22
GC-61 of 75
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.
General Conditions
Revised: 7/20/22
GC-62 of 75
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
General Conditions
Revised: 7/20/22
GC-63 of 75
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
General Conditions
Revised: 7/20/22
GC-64 of 75
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
General Conditions
Revised: 7/20/22
GC-65 of 75
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.
General Conditions
Revised: 7/20/22
GC-66 of 75
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.
General Conditions
Revised: 7/20/22
GC-67 of 75
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
General Conditions
Revised: 7/20/22
GC-68 of 75
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
General Conditions
Revised: 7/20/22
GC-69 of 75
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.
General Conditions
Revised: 7/20/22
GC-70 of 75
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:
General Conditions
Revised: 7/20/22
GC-71 of 75
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
General Conditions
Revised: 7/20/22
GC-72 of 75
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
General Conditions
Revised: 7/20/22
GC-73 of 75
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
General Conditions
Revised: 7/20/22
GC-74 of 75
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
General Conditions
Revised: 7/20/22
GC-75 of 75
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.
App’d 7/20/2022
APP-1 of 33
General Conditions Appendices
SECTION 15 – APPENDICES
The following Appendices attached hereto are referenced in the General Conditions and
are incorporated herein.
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
App’d 7/20/2022
APP-2 of 33
General Conditions
Appendix 1
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.
App’d 7/20/2022
APP-3 of 33
General Conditions
Appendix 1
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
App’d 7/20/2022
APP-4 of 33
General Conditions
Appendix 1
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
App’d 7/20/2022
APP-5 of 33
General Conditions
Appendix 1
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-
App’d 7/20/2022
APP-6 of 33
General Conditions
Appendix 1
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.
App’d 7/20/2022
APP-7 of 33
General Conditions
Appendix 1
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
App’d 7/20/2022
APP-8 of 33
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.
App’d 7/20/2022
APP-9 of 33
General Conditions
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
App’d 7/20/2022
APP-10 of 33
General Conditions
Appendix 1
claim for delay or impact damages be considered after submission by the Contractor of the Final
Payment Request.
App’d 7/20/2022
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.
App’d 7/20/2022
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
App’d 7/20/2022
APP-13 of 33
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.
App’d 7/20/2022
APP-14 of 33
General Conditions
Appendix 2
COST REDUCTION INCENTIVE PROPOSAL FORM
TO:
CIP City Engineer
FROM:
PROJECT NAME:
Water Main Replacement 2022
CITY PROJECT NUMBER:
WA2203.401
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:
App’d 7/20/2022
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: Water Main Replacement 2022
City Project No.: WA2203.401
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 $________________________, as set out in the final pay
application, as full and complete payment under the terms of the Agreement, hereby waives and
relinquishes any and all further claims or right of lien under, in connection with, or as a result of the
above described project. The undersigned further agrees to indemnify and save harmless the City of
Chandler against any and all liens, claims or liens, suits, actions, damages, charges and expenses
whatsoever, which said City may suffer arising out of the failure of the undersigned to pay for all labor
performances and materials furnished for the performance of said installation.
Signed and dated at ________________, this _________ day of _______________ 20_____.
__________________________________
CONTRACTOR
By _______________________________
STATE OF ARIZONA
)
) SS
COUNTY OF MARICOPA
)
The foregoing instrument was subscribed and sworn to before me this __________ day of
__________________ 20 _________.
___________________________________
Notary Public
___________________________________
My Commission Expires
App’d 7/20/2022
APP-16 of 33
General Conditions
Appendix 4
PERFORMANCE BOND
ARIZONA STATUTORY PERFORMANCE BOND
PURSUANT TO TITLES 28, 34, AND 41, ARIZONA REVISED STATUTES
(Penalty of this bond must be 100% of the Agreement amount)
KNOW ALL MEN BY THESE PRESENTS THAT:___________________________________________________
(hereinafter "Principal"), and __________________________________________________________ (hereinafter "Surety"), a
corporation organized and existing under the laws of the State of ______________ with its principal office in the City
of _____________________________, holding a certificate of authority to transact surety business in Arizona issued by the
Director of Insurance pursuant to Title 20, Chapter 2, Article 1, as Surety, are held and firmly bound unto
__________________________(hereinafter "Obligee") in the amount of __________________________________________ (Dollars)
($___________), 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 Water Main Replacement 2022,
WA2203.401 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
App’d 7/20/2022
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 Water Main Replacement 2022 , WA2203.401 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.
Witness our hands this ________________ day of ____________________, 20__.
____________________________________
PRINCIPAL
SEAL
___________________________________
AGENT OF RECORD
By _________________________________
____________________________________
SURETY
SEAL
___________________________________
AGENT ADDRESS
App’d 7/20/2022
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.
App’d 7/20/2022
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
App’d 7/20/2022
APP-20 of 33
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.
App’d 7/20/2022
APP-21 of 33
General Conditions
Appendix 7
CITY OF CHANDLER, ARIZONA
PUBLIC WORKS & UTILITIES DEPARTMENT
CERTIFICATE OF COMPLETION
PROJECT NAME:
Water Main Replacement 2022
CITY PROJECT NO.:
WA2203.401
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:
App’d 7/20/2022
APP-22 of 33
General Conditions
Appendix 8
CONSTRUCTION SIGN DETAIL
8'
3"
CITY OF CHANDLER
5"
3"
PUTTING YOUR FUNDS TO WORK
5"
3"
PROJECT TITLE:
5"
4'
3"
PROJECT NUMBER:
3"
2"
PROJECT COST:
3"
2"
CONTRACTOR:
3"
2"
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.
App’d 7/20/2022
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.
App’d 7/20/2022
APP-24 of 33
General Conditions
Appendix 9 – CM@Risk & JOC
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
App’d 7/20/2022
APP-25 of 33
General Conditions
Appendix 9 – CM@Risk & JOC
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
App’d 7/20/2022
APP-26 of 33
General Conditions
Appendix 9 – CM@Risk & JOC
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.
App’d 7/20/2022
APP-27 of 33
General Conditions
Appendix 9 – CM@Risk & JOC
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.
App’d 7/20/2022
APP-28 of 33
General Conditions
Appendix 9 – CM@Risk & JOC
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
App’d 7/20/2022
APP-29 of 33
General Conditions
Appendix 9 – CM@Risk & JOC
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.
App’d 7/20/2022
APP-30 of 33
General Conditions
Appendix 9 – CM@Risk & JOC
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
App’d 7/20/2022
APP-31 of 33
General Conditions
Appendix 9 – CM@Risk & JOC
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.
App’d 7/20/2022
APP-32 of 33
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.
App’d 7/20/2022
APP-33 of 33
General Conditions
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.
EXHIBIT C
Project Name: Water Main Replacement 2022
Page TS-1
Project No.: WA2203.401
Rev. 1/16/2024
TECHNICAL SPECIFICATIONS
CITY OF CHANDLER
Water Main Replacement
Technical Specifications
Project No. WA2203.401
February 2025
GHD Inc
3200 East Camelback Road, Suite 210
Phoenix, AZ 85018
(602) 216-7200
www.ghd.com
02-
13-
25
Chandler Water Main Replacement
INDEX
Table of Contents
DESCRIPTION
PAGE
TECHNICAL SPECIFICATIONS ....................................................................................... 5
PART A: SCOPE OF WORK ............................................................................................. 5
PART B: GENERAL INFORMATION ................................................................................ 6
102.4 EXAMINATION OF PLANS, TECHNICAL SPECIFICATIONS, AND SITE ................ 6
102.5 PLANS AND SHOP DRAWINGS ............................................................................. 7
105.6 COOPERATION WITH UTILITIES ..........................................................................10
107 COORDINATION WITH OWNERS, PRIVATE PROPERTY, RECORD OF EXISTING
CONDITIONS, AND PROTECTION OF EXISTING IMPROVEMENTS .............................14
107.2 PERMITS ...............................................................................................................16
107.2.1 AZPDES PERMIT ...............................................................................................17
108.4 CONTRACTOR’S CONSTRUCTION SCHEDULE .................................................19
210 BORROW AREAS AND DISPOSAL OF EXCESS MATERIALS...............................23
PART C: MEASUREMENT AND PAYMENT ...................................................................23
PART D: TECHNICAL SPECIFICATIONS .......................................................................24
ITEM 104101 PROJECT SIGNS ......................................................................................25
ITEM 105801 CONSTRUCTION SURVEYING ................................................................25
ITEM 105802 CONSTRUCTION WORKING DRAWINGS AND GIS DATA .....................28
ITEM 105803 REMOVE AND REPLACE SURVEY MARKERS AND MONUMENTS ........30
ITEM 321000 REMOVE AND REPLACE AC PAVEMENT ..............................................31
ITEM 332200 SLURRY SEAL ..........................................................................................32
ITEM 337000 FILL AND SEAL PAVEMENT CRACKS ......................................................34
ITEMS 340001 THROUGH 340451 CURB AND GUTTER, SIDEWALKS, AND VALLEY
GUTTERS & APRONS .....................................................................................................34
ITEM 340900 SPEED HUMPS .........................................................................................36
ITEM 350000 ABANDONMENT OF PIPE ........................................................................37
02-
13-
25
Chandler Water Main Replacement
ITEM 350200 REMOVAL OF PIPE ..................................................................................38
ITEM 350700 REMOVE FIRE HYDRANT AND PIPING TO GATE VALVE .....................38
ITEM 350800 DEMOLITION OF EXISTING WATER VAULT AND BACKFLOW
PREVENTION ASSEMBLY ..............................................................................................39
ITEM 401000 TRAFFIC CONTROL (ALLOWANCE) .......................................................39
ITEM 401010 OFF-DUTY OFFICERS (ALLOWANCE) ....................................................40
ITEM 401100 REMOVE AND RESET STREET SIGNS ...................................................41
ITEM 402000 RE-STRIPE ROADWAY PAVEMENT ........................................................41
ITEM 430000 LANDSCAPE AND IRRIGATION SYSTEM (ALLOWANCE) .....................42
ITEM 440007 BACKFLOW PREVENTER ASSEMBLY ....................................................44
ITEM 505600 INSTALL REINFORCED THRUST COLLAR .............................................45
ITEM 515252 INSTALL GUARD POST FOR BACKFLOW PREVENTION ASSEMBLY ..45
ITEMS 610131 THROUGH 610132 SERVICE LINE CONNECTIONS ............................46
ITEM 610140 PRIVATE SERVICES (CUSTOMER SIDE) ...............................................49
ITEMS 610150 RESIDENT ITEM RELOCATION (ALLOWANCE) ...................................51
ITEMS 610304 THROUGH 610316 WATERLINE CONSTRUCTION ..............................52
ITEM 610600 CUT AND CAP EXISTING PIPING ............................................................53
ITEM 610700 WATER AND SEWER PROTECTION .......................................................54
ITEM 610800 FIRE HYDRANT ........................................................................................54
ITEM 610900 FIRE RISER ...............................................................................................55
ITEM 619902 WATER METER ASSEMBLY (4”) AND CONCRETE METER VAULT ......55
ITEMS 630306 THROUGH 630316 VALVES ..................................................................55
ITEMS 630401 THROUGH 630407 TAPPING SLEEVE & VALVES ...............................56
ITEMS 630517 REMOVE AND SALVAGE EXISTING INSERTION VALVES ..................56
ITEM 630600 COMBINATION AIR/VACUUM VALVES ...................................................56
ITEM 800000 MOBILIZATION/DEMOBILIZATION ............................................................57
ITEM 800010 GENERAL CONDITIONS ............................................................................57
ITEM 800040 DAILY SITE MAINTENANCE AND SWEEPING ........................................57
ITEM 800050 NEIGHBORHOOD NOTIFICATIONS (ALLOWANCE) ..............................58
02-
13-
25
Chandler Water Main Replacement
ITEM 800060 PRIVATE PROPERTY LOCATE SERVICE (ALLOWANCE) .....................58
ITEM 800070 FLOOD IRRIGATION – PROTECT & REPAIR (ALLOWANCE) ................58
ITEM 800090 PRIVATE SEWER SERVICE REPLACEMENT (ALLOWANCE) ...............58
ITEM 800100 CONSTRUCTION CONTINGENCY...........................................................58
ITEM 9000000 OWNER’S CONTINGENCY ....................................................................59
APPENDICES
APPENDIX A: GEOTECHNICAL EVALUATION
APPENDIX B: POTHOLE RESULTS
02-
13-
25
Chandler Water Main Replacement
SP-5
TECHNICAL SPECIFICATIONS
PART A: SCOPE OF WORK
1. SCOPE OF WORK
General:
This section includes a basic description of the Work covered in detail on the drawings and
these technical specifications. The Project consists of the replacement of approximately
21,400 linear feet of existing water mains in Chandler, Arizona. The existing mains will be
replaced with new piping that ranges between 4 and 16 inches in diameter.
The new improvements will be installed in the following areas:
•
Tyson Manor: Replace approximately 7,100 LF of existing 4, 6, 8, and 12-inch water mains
within an area between and including West Galveston Street, North Evergreen Street,
West Flint Street, and North Alma School Road. Some of the existing water mains are in
alleys between homes. In these cases, a new water main will be installed in the adjacent
street and new water services will be routed from the street to the existing water entrance
on each home.
•
Sunset Manor: Replace approximately 5,650 LF of 6 and 8-inch water mains within an
area between and including West Erie Street, North Hartford Street, West Chandler
Boulevard and North Evergreen Street. Some of the existing water mains are in alleys
between homes. In these cases, a new water main will be installed in the adjacent street
and new water services will be routed from the street to the existing water entrance on
each home.
•
Arrowhead Meadows: Replace approximately 6,900 LF of 6 and 8-inch water mains within
an area between and including West Erie Street, North Alma School Road, West Chandler
Boulevard, and North Arrowhead Drive.
The existing mains will be replaced with matching diameter piping unless they are
smaller than the City of Chandler’s (city) minimum 8-inch diameter. All existing
mains that are smaller than the minimum size will be replaced with 8-inch piping.
The Scope of Work generally includes:
•
Installation of water piping, fittings, connections, fire hydrants, valves, backflow
prevention assemblies, and thrust collars
•
Removal and replacement of AC pavement
•
Fill and seal pavement cracks
•
Slurry seal pavement
•
Removal and replacement of concrete improvements
•
Protection and bracing of existing utilities and other improvements
•
Removal and restoration of landscaping and irrigation
•
Traffic control and barricading
The construction requirements for the Work are in the following documents:
Chandler Water Main Replacement
SP-6
• City of Chandler General Conditions
• These Technical Specifications
• The project’s construction drawings/plans
• The latest revision to the City of Chandler Maricopa Association of Governments
(MAG) specification and detail supplements
• City of Chandler Technical Design Manuals
• Uniform Standard Specifications for Public Works Construction sponsored and
distributed by the MAG
• MAG Uniform Standard Details
The information written into these Technical Specifications will:
• Describe any special or unusual conditions.
• Explain details of the work not covered in other documents.
• Relate certain work to specific bid items or payment quantities.
• Contain the specifications and/or requirements of utility companies affected or
included within the drawings and specifications of this project.
Geotechnical and potholing investigations of the site have been prepared and included in
these technical specifications. It is the Contractor’s responsibility to familiarize themselves
with the findings of these reports including observed existing pavement thicknesses. The
Contractor shall be responsible for determining the validity of the investigations along with
any conclusions or interpretations drawn from the reports. Additional borings, testing,
and/or potholes may be requested, but shall be arranged and scheduled by, and shall be
at the expense of, the Contractor.
No blasting will be allowed on this project. All excavation shall be performed with
conventional equipment approved by the Inspector. There will be no additional
compensation for hard dig conditions.
General construction notes for city projects are included in the plan set and shall be
applicable, unless specifically noted otherwise, to all plan sheets.
PART B: GENERAL INFORMATION
The following items are non-payment items being considered incidental to the project, the
costs of which are to be included in project overhead or within a specific bid item.
102.4 EXAMINATION OF PLANS, TECHNICAL SPECIFICATIONS, AND SITE
General: Add the following:
If the Construction Management at Risk (CMAR) Contractor submitting a Guaranteed
Maximum Price (GMP) for the proposed improvements is in doubt as to the true
meaning of any part of the plans, specifications, or other referenced contract
Chandler Water Main Replacement
SP-7
documents, or finds discrepancies in, or omissions from the drawings/plans,
specifications, or other contract documents, he may submit to the city questions or
comments on the part of the plans, specifications, or other documents in question for
review and discussion between the contractor, engineer, and city before the GMP is
finalized. The person submitting the questions or comments will be responsible for its
prompt delivery. The questions and/or comments submitted by the contractor will be
addressed in the final plans, specifications, and/or a comment-response table that
summarizes all comments received on the plans and specifications.
Any information provided outside of the final plans, specifications, and comment-
response table will not be binding. A copy of these documents will be provided to each
person or entity that has received a set of such documents. The Owner and the
Consultant will not be responsible for any other explanation or interpretation of the
documents.
Any work shown on the plans and not listed as a bid item will be considered incidental
to the project, unless noted otherwise.
102.5 PLANS AND SHOP DRAWINGS
Replace MAG Standard Specifications Section 105.2 with the following:
All submittals shall be in English units and dimensions. A marked up copy of the
applicable specification and/or detail will be included with each submittal. When the
submittal agrees or matches a requirement in the reference material, a check will be place
beside it. When the submittal differs from a requirement in the reference material, it must
be noted in the mark-up with an explanation on how and why the submittal differs. When
a submittal includes multiple sizes or options, the options intended for the project must be
highlighted.
Materials: The Contractor shall furnish to the city’s Construction Manager product data,
material certificates, mix designs and shop drawings in sufficient detail to show complete
compliance with all specified requirements, including but not necessarily limited to the
following:
Product Data:
Pipes and appurtenances
Fire hydrants
Valves and valve boxes
Combination air/vacuum valves
Restraint fittings
Irrigation system components
Meter boxes and service components
Couplings
Product data shall include information such as the manufacturer’s printed
Chandler Water Main Replacement
SP-8
recommendations, compliance with recognized trade association standards, application of
testing agency labels and seals, product dimensioning, and notation of coordination
requirements. All products or materials in contact with potable water must include a
statement that the products and/or materials are NSF certified.
Certificates:
Piping materials (by inspection at source)
Gaskets
Polywrap
The Manufacturer or testing agency shall prepare the Certificates and should include
technical specifications and compliance with industry trade association and testing
agency standards.
Mix Designs:
Asphaltic concrete pavement
Portland cement concrete
CLSM backfill
Slurry seal
AC pavement crack seal and fill
The mix designs shall directly compare the proposed mix components and properties with
those of the referenced standard mix or as modified within the technical specifications.
Shop Drawings and Plans:
Sequence of construction details
Water main testing and system connection plan
Service switchover plans (minimizing disruption of service)
Temporary connection plans (minimizing disruption of service)
Traffic control plans (including haul routes)
Utility protection plans
Hauling plans
Details of structures if non-standardized (e.g. sidewalk and/or curb transitions,
unique drainage structures, etc.)
Trench shoring
Utility and utility pole bracing
Shop drawings and plans shall include the name of the project, project number, date
prepared, name of the Preparer, Contractor, and Subcontractor, if applicable. All
dimensions and identification of products and materials included, along with notation of
any coordination requirements and established field
dimensions/measurements/verifications shall be clearly shown or noted.
The Contractor will prepare a water main testing and connection plan for each of the three
project areas for review and approval and provide the labor, equipment, and materials
Chandler Water Main Replacement
SP-9
required to execute those plans. Each plan will include:
Testing schedule
Connection schedule with dates and times
List of shut-off valves required for each connection/shut-off
Number of customers impacted by each connection/shut-off
Duration of each connection/shut-off
Coordination and support for city staff to verify that existing shut off valves are
functional
An exhibit that illustrates the phased testing segments and connection points. The
exhibits will also illustrate the existing valves required and customers impacted by
shut-offs.
Existing water mains must remain in service until:
o The new mains parallel to them have been installed, tested, and approved
o All the existing services on them have been transferred to a new or existing
water main as shown on the plans.
o Their shut-down has been approved by the city.
The Contractor shall provide a phasing plan that depicts the order in which the
project’s three areas will be constructed for review and approval. The Contractor will
revise the testing and connection plan based on a city and Engineer review.
Revisions may include additional testing phases and connections between new
water main segments.
Samples:
Plant materials
Ground cover
Slurry seal (field applied)
AC Pavement crack seal and fill (field applied)
Samples shall be representative of the materials to be incorporated into the project and
submitted in sufficient quantity to permit evaluation and/or comparison.
Distribution and Review: The Contractor shall anticipate and schedule for a review period
of twenty-one (21) days or less by the city and/or its designee during which time will
either approve, disapprove, or request modifications. The latter two will require
resubmittal of the material and a subsequent additional review period. This process shall
be repeated until all submitted materials have been approved.
Shop drawings shall be on sheets in standard size increments between 8½”x11”, 11”x17”,
or 24”x36” size sheets. All drawings shall indicate the name of the job, the city’s job
number, date, names of the Contractor, Subcontractor and Preparer, and the date of
approval by the Contractor. Present all other data, certificates, or mix design reports on
8½”x11” sheets.
An electronic copy (.pdf format) of the Contractor approved submittal along with a letter of
Chandler Water Main Replacement
SP-10
transmittal shall be delivered to the city’s Construction Manager. The Contractor shall first
review all submitted data for compliance with specification and job requirements. Any
Contractor comments, recommendations, etc. shall be clearly noted on the submitted data.
The Contractor shall provide all submittals far enough in advance of the scheduled need to
allow for the specified city review time, including any resubmittals. The city will not
consider time extension requests or delays, damages, inefficiency claims, etc. resulting
from the Contractor failing to properly schedule and deliver complete and compliant
submittals.
If the submittal is acceptable, an electronic copy (.pdf format) will be stamped approved,
dated, and initialed by the Reviewer, and returned to the Contractor.
If the submittal requires corrections or is rejected, an electronic copy (.pdf format) along
with an explanation of the outstanding concerns will be returned to the Contractor for
revision and the subsequent resubmittal as described above.
Resubmittal of any required corrections shall be made within ten working days.
Contract Documents: Approved drawings, data, mixes and certificates as they are
returned to the Contractor will become a portion of the Contract Documents.
105.6 COOPERATION WITH UTILITIES
General: Add the following:
The locations of existing underground utilities have been shown on the plans to the best of
the Design Engineer’s knowledge at the time of the drawing preparation. It shall be the
Contractor’s responsibility to field verify all utility locations shown on the construction
documents and/or bluestaked through advance potholing and to coordinate in a timely
manner with the pertinent utility companies so that any obstructing utility installation may be
adjusted without delay to the Contractor’s project schedule. In addition, the city will not
consider additional compensation requests from the Contractor to perform any potholing,
utility company coordination, etc. needed to locate/verify utility locations shown on the
plans and/or by Bluestake markings, to adjust contract work items as necessary to avoid
conflicts with them, to cooperate with utilities in adjusting schedule as needed to allow for
utility company work, relocations, etc. The Contractor’s bid shall include the above
coordination, work, and adjustments. Any realignments to the proposed water mains due
to unknown or unidentified utilities that are not illustrated on the plans or located by
Bluestake markings or found to be different than what is illustrated on the on the plans or
located by bluestake markings shall be compensated under ITEM 800100
CONSTRUCTION CONTINGENCY.
Utility Crossings: The crossing of existing utilities. The Contractor shall adhere to the
specific requirements of the utility companies affected and install temporary support for
existing utilities as required. The Contractor shall re-align and/or encase the proposed
waterline as required to avoid existing utilities or establish a safe and sanitary crossing,
respectively. The city Inspector must approve all realignments and encasements prior to
Chandler Water Main Replacement
SP-11
their installation. All realignments shall be conducted in accordance with a detail proposed
by the Contractor and approved by the city. The utility crossing callouts on the plans refer
only to the type of utility being crossed, not necessarily the quantity of existing utilities or
conduits. One crossing on the plans may represent multiple conduits of the same utility.
The Contractor shall take this into consideration and budget accordingly.
During the preparation of the project’s GMP, the Contractor shall verify if overhead utility
pole bracing is required for the installation of the proposed improvements and include that
effort in the pipeline installation costs whether it is called out on the plans or not. If bracing
is required, the city will not consider additional compensation requests from the
Contractor. All bracing will be performed in accordance with the utility owner’s
requirements.
The Contractor shall be responsible for repairing any utilities, irrigation piping, and/or storm
drain piping damaged during construction. Any repair methods and work must be
approved by the city and utility owner.
Potholing: The Contractor shall pothole all existing utilities that are crossed or
impacted by the new improvements. Potholing shall also be performed on existing
service connections to verify their location and alignments as required to install the
proposed improvements. Potholing will be performed far enough in advance of materials
acquisition and installation activities to allow alignment and profile changes without
impacting the project’s budget and/or schedule. The potholer shall provide the following:
1. Extract soils to expose any existing utilities, in such a manner to ensure the
safety and integrity of the utility.
2. In a city approved format, observe and record the following minimum data for
each utility located:
• Pavement thickness and description of pavement surface and base.
• Diameter/Width of utility, top and bottom depths, and configuration of
systems.
• Elevations accurately measured to 1/10th foot from original ground and/or
pavement surface to utility.
• Utility structure material composition, when reasonably ascertainable.
3. Furnish and install “PK” nails, “hubs”, stakes, high-visibility “whiskers”, or,
markings, directly above the centerline of the utility structure (pipe and/or duct).
Swing-tie referencing, for surveyors, may also be requested.
Contacts: The following telephone numbers should put the Contractor in contact with the
proper personnel. The Contractor shall verify the contact information provided and invite a
representative from each utility to the project’s preconstruction meeting.
Chandler Water Main Replacement
SP-12
Utility Company
Telephone Number
City of Chandler (Water & Sewer)
(480) 782-3700
City of Chandler (Traffic Signals)
(480) 720-1380
American Telephone & Telegraph (Fiber)
(480) 510-8107
Arizona Public Service (Electric)
(602) 371-7546
Cox Communications (Cable, Fiber)
(623) 328-2202
CenturyLink (Telephone)
(815) 245-9640
MCI/Verizon (Fiber)
(480) 382-5844
Salt River Project (Inspector for Irrigation
and Electric)
(602) 809-1304
Southwest Gas (Gas)
(480) 730-3855
Sprint Communications (Fiber)
(442) 202-5262
Zayo/AGL (Fiber)
(480) 564-3455
Coordination: Construction activities shall be coordinated and scheduled to incorporate
the following applicable Utility construction activities.
CenturyLink Inc. (Lumen)
Blue staking for location of CenturyLink
facilities must be completed prior to any
construction. When crossing facilities, the
Contractor will be required to pothole to
determine the depth and maintain a minimum of
12-inch vertical and horizontal separation from
the facilities. Support and protection is required
for all CenturyLink facilities.
Southwest Gas Corporation
Blue staking for location of Southwest Gas
facilities must be completed prior to any
construction. The Contractor shall hand dig
carefully at marked locations until gas pipe has
been exposed (without breaking the tracer wire).
When crossing Southwest Gas facilities, a
minimum of 24 inches face-to-face clearance is
required at the point of crossing unless approval
from Southwest Gas is granted for a smaller
clearance. The mechanical trenching process
shall be done by hand, and once this process is in
progress no digging is allowed within two feet of a
gas pipe. If the gas pipe should be hooked or
strained while excavation is in process, the
Contractor shall contact (623) 780-3350. Should a
steel gas facility be exposed and the pipe coating
is in need of repair, the Contractor should contact
the Southwest Gas office so that the pipe may be
rewrapped. Once excavations are complete all
gas pipes should be protected. Southwest
requires 6 inches of bedding and 6 inches of
Chandler Water Main Replacement
SP-13
shading with material free of rocks and able to
pass through a 3/8 inch screen prior to any
backfill. If the trench is greater than 3 feet in
width, the pipe must be supported in a manner
where the support material does not damage the
pipe or its protective wrapping.
Verizon
Blue stake for location of Verizon
facilities prior to any construction. The Contractor
shall use non-destructive potholing methods to
carefully locate existing facilities at marked
locations. Maintain 12” clearance when crossing
Verizon facilities.
APS
In order to permit access to and maintenance of
either facility without damage to the other, a 24-inch
horizontal separation shall be maintained between
APS Electric Facilities and water, sewer or gas
pipeline systems. In the event of an inconsistency
or conflict with any Municipal specifications, the
more stringent specification shall apply. Please be
advised that it is the responsibility of the customer
to maintain proper clearances and Blue Stake prior
to digging. For actual conditions, please contact
Arizona Blue Stake Center at (602) 263-1100, 811,
or www.arizona811.com for Blue Stake to be
performed.
Cox
Should project activities occur in the immediate
vicinity of Cox Facilities, it will be the Contractor’s
responsibility to conduct potholing and to properly
protect Cox’s Facilities. Cox requests that a
minimum of 12 inches of vertical and horizontal
separation from existing Cox Facilities be always
maintained. If you have any questions or require
additional information, please contact the Corporate
Traffic Management Center at
constructionsupport@cox.com.
Cogent/Sprint
Cogent/Sprint is very concerned about any
excavation near the fiber system. No mechanized
excavation within 24 inches is allowed.
Cogent/Sprint needs to be present for any activity
near the fiber. The fiber can be electronically
located horizontally but the vertical alignment can
only be determined by potholing. No facilities may
be added closer than 24 inches vertically or
horizontally to Cogent/Sprint structures, including
Chandler Water Main Replacement
SP-14
encasement. Contractors shall utilize the Arizona
Blue Stake procedures before excavating.
107 COORDINATION WITH OWNERS, PRIVATE PROPERTY, RECORD OF EXISTING
CONDITIONS, AND PROTECTION OF EXISTING IMPROVEMENTS
General: Add the following:
Coordination with Owners of Impacted and Adjacent Properties: The Contractor shall
notify the impacted and/or adjacent property owners which may include, but not be limited
to, homeowners, business owners, property owners, tenants, schools, city departments
which may be affected such as sanitation, police, fire department, etc., and any other
parties which may be affected. This notice shall be in writing and distributed at least 48
hours prior to doing any work within private property. For any work on or in front of any
driveway or access point, and prior to any street restrictions that will affect access to
private property, the notice shall be distributed according to the Contractor’s phasing
schedule. Notification letters shall be approved in advance by the Construction Manager.
All notifications shall also be posted at all common points of neighborhood, community,
and district entry (adjacent to street entrances, delivery entrances, gates, guard shacks,
and adjacent to group mailboxes). The notification shall be for the purpose of allowing the
referenced parties to relocate any vehicles, reschedule routes, etc., as required prior to
construction, and should specify the length of time the driveway and/or street will be
impacted. If there are any delays in the construction, affected parties shall be re-notified.
In addition to notifications, the Contractor shall coordinate with the city’s Public Relations
Specialist to support the city’s preparation of post cards, website material, and email
notifications. The Contractor shall include the city’s Public Relations Specialist if one is
assigned on schedule updates.
The Contractor shall be responsible for containing all construction activities within the right-
of-way, limits of construction, or limits of disturbance illustrated on the plans and/or defined
in these technical specifications. The limits of disturbance along private water service
installations shall be defined as a three (3) foot path along the proposed service alignment.
The Contractor shall keep the site free from accumulation of waste materials, rubbish, and
other debris resulting from construction operations. The Contractor shall provide on-site
containers for collection and removal of waste materials in accordance with applicable
regulations. The Contractor shall provide all required work and materials necessary to
clean the site daily to the satisfaction of the city Inspector.
Work on Private Property: If work is required on or adjacent to private property, the
Contractor shall coordinate with the owner and Construction Manager prior to beginning
work. The Contractor shall contact the owner, in person, a minimum of 48 hours prior to
commencing work on the property. If the first attempt is unsuccessful, the second and
third attempts shall be in writing and in person. If the owner is unavailable for
coordination after three attempts by the Contractor, the Contractor may only commence
work with the written approval of the Inspector. If the property owner and the business
owner or resident associated with a property are different, the Contractor shall contact
Chandler Water Main Replacement
SP-15
and coordinate with both parties.
The Contractor shall inspect any private facilities (irrigation, lighting, etc.) along the
proposed improvement alignment and satisfy themselves of conditions prior to the start
of work. All utility crossing on public and private property must be potholed by the
Contractor in advance of pipe and/or service installation. Any damage to or alteration of
existing conditions while working, including markings placed outside the paved roadway
during “Blue Stake” investigation, shall be repaired or replaced to the satisfaction of the
owner and city Inspector by the Contractor at no additional cost to the city. Existing
conditions as defined herein shall include, but not be limited to, plants, turf, trees, rocks,
other landscaping materials, plastic under rock, masonry walls, walkways, pavers,
sidewalks, driveways, patios, and sheds unless otherwise noted on the Approved Plans,
hardscape, planters, electrical lines and lighting, telecommunication lines, sewer
services, gas lines, flood irrigation piping, and underground sprinkler systems.
Damaged irrigation or sprinkler lines shall be repaired and will operate to the owner and
city inspector’s satisfaction within 24 hours.
Notices shall include a description of the work proposed, Contractor’s name,
Contractor’s contact person and telephone number of the contact person. The
Contractor shall be prepared to answer questions from the property owner about how
he will handle modifications to any existing improvements such as landscaping,
sprinkler irrigation, walls and fences, driveways, etc., which may be required.
Record of Existing Conditions: Prior to the commencement of any construction
activities, the Contractor shall photograph and video document the existing project area
including private property. The Contractor shall furnish to the city Construction Manager
two copies of the photos and video in a format of the Manager’s choice prior to the start
of construction. The photos and video shall illustrate the following:
• Landscape and hardscape features.
• Existing driveway conditions.
• Existing road, curb, and sidewalk conditions.
• The condition of existing buildings and structures adjacent to the proposed
construction.
• The condition of existing private irrigation structures adjacent to the proposed
construction. Photos and videos shall be taken while irrigation water is being
delivered to confirm whether any leaking is present. This requirement applied to
both flood and pressurized irrigation water systems.
The Contractor shall satisfy himself of the condition of existing improvements prior to
any construction activities occurring in any area. Any repair or replacement required of
the Contractor by the city after construction activities assumes that the existing
improvement was in good or working condition unless proof otherwise is presented by
the Contractor to the city and Property Owner prior to construction activities.
Any damage of existing conditions that are not shown to be demolished on the plans
shall be reported to the city and owner within the same business day of initial damage.
Chandler Water Main Replacement
SP-16
The Contractor shall first notify the city inspector prior to contacting the owner. If the
owner is not available, a door hanger shall be left describing the damage and remedy.
The Contractor will repair or replace the existing improvement in kind if requested by the
city.
Protect Existing Improvements in Place: All existing improvements designated as
“Protect in Place” shall be flagged in the field and surrounded with stakes and warning
tape prior to construction activities in the area. In addition, the Contractor’s project
manager and superintendent shall notify all employees and subcontractors that these
items shall not be disturbed. Should a protected feature or items be damaged or
destroyed, the Contractor shall notify the Inspector and Owner immediately. The
damaged or demolished feature shall then be replaced in kind to the satisfaction of the
Inspector and Owner.
Existing walls/fences damaged during construction will be replaced in-kind or repaired
to the satisfaction of the owner. If the wall includes integral coloring in its block, the
existing block shall be protected, stored and reused. If the wall is painted or includes
painted stucco, the entire wall section in which the repair occurs, shall be repainted.
Should the new coating not match the existing wall, the entire wall will be recoated at
the Inspector’s discretion. If the wall includes mounted gates, they will be salvaged
and remounted after the wall is rebuilt.
107.2 PERMITS
General: Add the following:
It shall be the responsibility of the Contractor to obtain and provide payment for all required
permits for construction, dust control, relocation of plants, erection of signs, etc.
The Contractor shall be responsible for securing and payment for any necessary hydrant
meters including deposits and all fees for water usage. The Contractor shall install
temporary construction meters (with pressure regulator and check feature) for construction
water. Construction meter locations shall be located as directed/approved by the city.
All haul routes for removals, excavation and dirt moving must be approved by the
Construction Coordinator prior to commencement of operations.
This project is subject to the Maricopa County Air Pollution Control Regulations. The
Contractor shall comply with the provisions of MAG Specification Subsection 104.1.4.
The Contractor shall obtain approval from the city for marshalling areas that they propose
to use. The Contractor must demonstrate in writing to the city the minimum requirements
set forth in MAG Section 107.6 prior to occupying the property for proposed marshalling
areas.
Contractor is not responsible for any city encroachment permit, plan review fees, or Quality
Chandler Water Main Replacement
SP-17
Assurance (QA) (i.e. city inspection and testing) costs.
MEASUREMENT AND PAYMENT: Measurement and payment shall be at the contract
unit rate and quantity included in the Schedule of Values and compensated under ITEM
800020 PROJECT DUST CONTROL AND PERMITTING. Construction water shall be
paid as an allowance.
107.2.1 AZPDES PERMIT
(A)
General Requirements
The Contractor shall finalize the SWPPP before submitting a Notice of Intent (NOI) to
ADEQ. Except for the NOI, all signatures required of the Contractor by the AZPDES
Construction General Permit (CGP), including those required for the NOT, SWPPP, and
inspection reports, shall be provided by a duly authorized representative of the Contractor,
as defined in Part VIII.J.2 of said permit. Signature of the NOI shall be by a responsible
corporate officer, as defined in Part VIII.J.1 of the CGP.
Even if the area of disturbance for this project does not warrant an official SWPPP, the
Contractor shall prepare a sediment and erosion control plan in accordance with the
SWPPP requirements in MAG, city, and Project documents.
The Contractor shall finalize the SWPPP before submitting to Construction Manager. All
signatures required of the Contractor by the AZPDES Construction General Permit (CGP),
including those required for the SWPPP, and inspection reports, shall be provided by a
duly authorized representative of the Contractor, as defined in Part VIII.J.2 of said permit.
(B)
Submittals:
The Contractor shall prepare and submit two copies of the SWPPP, including all
information specified herein, to the city’s Construction Manager at the pre-construction
conference for approval. The SWPPP shall contain an executed letter of delegation which
delegates the responsibilities for compliance with the Arizona Construction General Permit
and Site Stormwater Pollution Prevention Plan to the Contractor.
Submission of the Contractor’s NOI shall certify that the Contractor and its subcontractors
have read and will comply with all provisions of the project specific SWPPP and the
(current) ADEQ Arizona Pollutant Discharge Elimination System Construction General
Permit (CGP).
The Contractor will include any additional revisions directed by the city’s Construction
Manager. The finalized SWPPP shall meet the terms and conditions of the CGP and be
compatible with construction. Upon approval of the SWPPP, the Contractor shall file an
NOI.
The Construction Manager may withhold the Notice to Proceed until an
Authorization to Discharge from ADEQ has been issued to the Contractor, and a
Chandler Water Main Replacement
SP-18
copy has been provided to the Construction Manager.
(C)
Contractor’s Responsibilities
The Contractor shall review the existing conditions and project documents, evaluate all
requirements for adequacy in addressing pollution prevention during construction, and
prepare a SWPPP.
The Contractor shall designate the erosion control coordinator as an authorized
representative of the Contractor in accordance with Part VIII.J.2 of the CGP. The erosion
control coordinator shall be responsible for finalization and implementation of the SWPPP
as well as all other applicable requirements of the CGP.
The SWPPP shall include all information required in the CGP, including, but not limited to,
a site map; identification of receiving waters and wetlands impacted by the project; a list of
potential pollutant sources; inspection schedule; inspection form; any onsite or off-site
material storage sites; additional or modified storm water, erosion, and sediment controls;
procedures for maintaining temporary and permanent erosion control measures; a list of
the Contractor’s “good housekeeping practices”; and other permit requirements as
stipulated in the CGP as well as other applicable state or local programs.
The Contractor shall install erosion control measures as soon as possible in the
construction sequencing of the project.
The SWPPP shall identify and address erosion and pollution control at on-site fueling
operations, waste piles, material storage sites, concrete washout areas, off-site dedicated
asphalt and concrete plants, Contractor-use areas, storage areas, and support activity
locations which are used solely for the project and are covered by the CGP. The SWPPP
shall accommodate all requirements for the Contractor’s “good housekeeping” procedures.
In addition, the SWPPP shall specifically identify the erosion control measures proposed
by the Contractor during any vegetation removal and salvaging phases of the project.
The SWPPP shall specify the mechanism whereby revisions may be proposed throughout
the project and incorporated into the plan, including review and approval procedure. The
city’s Construction Manager and Contractor shall jointly approve and sign each revision to
the SWPPP before implementation. Any subsequent submittals required by the Contractor
to revise or update the SWPPP may require at least 48 hours for review.
Contractors and subcontractors responsible for implementing all or portions of the SWPPP
shall be identified, with contact information, in the SWPPP, along with the measures for
which they are responsible.
No clearing, grubbing, earthwork, or other work elements affected by the erosion control
requirements in the SWPPP, shall be started until the SWPPP has been approved, the
NOI completed and filed, copies of the NOI and Authorization to Discharge from ADEQ
provided to the Construction Manager, and the SWPPP implemented. The Contractor
shall post the ADEQ Authorization Number in a conspicuous location, near the
Chandler Water Main Replacement
SP-19
construction entrance or construction yard, whichever is more visible to the public.
The Contractor shall give attention to the effect of the Contractor's operations upon the
landscape and shall take care to maintain natural surroundings undamaged and keep all
operations within the project limits as defined on the plans.
The Contractor shall maintain all related erosion control elements in proper working order
throughout the project. Work under this section also includes inspections, record-keeping,
and implementation of "good housekeeping". If existing erosion and sediment control
measures (BMPs) need to be repaired, modified or increased, implementation shall be
completed within 7 calendar days or before the next rain event (whichever is sooner).
The approved SWPPP shall be updated whenever a change in design, construction
method, operation, maintenance procedure, or other activity may cause a significant effect
on the discharge of pollutants to surface waters, or when a change is proposed to the
personnel responsible for implementing any portion of the SWPPP. The SWPPP shall also
be amended if inspections indicate that the SWPPP is ineffective in eliminating or
significantly reducing pollutants in the discharges from the construction site. All necessary
modifications to the SWPPP shall be made within seven calendar days following the
inspection that revealed the deficiency.
The Contractor’s erosion control coordinator shall maintain two copies of the SWPPP, in
two separate binders, including amendments, completed inspection records, and all data
used to complete the NOI, Notice of Termination (NOT) and any other AZPDES records in
a three-ring binder. The SWPPP shall remain at the job site, or at the location identified in
the SWPPP, from the time construction begins until completion of the project. The SWPPP
shall be available for public inspection and for use by city staff.
Upon acceptance of the project, and after the Contractor has filed their NOT, the
Contractor shall submit one complete copy of the SWPPP binder along with the as-built
plans to the city’s Construction Manager and retain its own records for a period of at least
three years from the filing of the Contractor’s NOT.
No condition of the CGP or the SWPPP shall release the Contractor from any
responsibilities or requirements under other environmental statutes or regulations.
MEASUREMENT AND PAYMENT: Measurement and payment shall be at the contract
unit rate and quantity included in the Schedule of Values and compensated under ITEM
800030 SWPPP
108.4 CONTRACTOR’S CONSTRUCTION SCHEDULE
General: Replace Section 108.4 with the following
A construction schedule shall be prepared, submitted to, and found acceptable by the city.
The schedule shall identify the work to be performed, including the location and duration
of planned activities. Submittal of the Schedule shall be made a minimum of seven days
prior to the planned work to allow sufficient time for the city to review the request and to
Chandler Water Main Replacement
SP-20
schedule any necessary inspections.
The Contractor shall be responsible for payment for all contractor, engineer, and city
overtime and off-hours inspection and testing services that occur outside the normal and
accepted working hours due to the Contractor’s negligence. Accepted working hours
include any planned regular and overtime hours either specifically called out or implied by
the construction schedule. Contractor will not be responsible for payment of overtime
hours denoted in any construction schedule that is mutually agreed upon between the
Contractor and the city, unless the overtime hours were caused by the Contractor’s
negligence.
Sequence: All underground work must be completed to the satisfaction of the
Construction Manager prior to the start of any roadwork, unless the Contractor can
provide a sequence of work schedule and traffic control plan which will demonstrate, to
the satisfaction of the city, that neither traffic safety nor Contractor operations will be
adversely impacted. The Construction Manager shall have total discretion and authority to
accept or reject the Contractor’s proposed sequence of work schedule and traffic control
plan.
Coordination: The following items are particular to this project.
• The Contractor’s work sequence and schedule shall be reviewed and approved
by the Construction Manager before it is implemented.
• The Contractor shall perform all construction activities in a manner that allows
vehicle access as defined under the City of Chandler Engineering & Design
Standards Manual for Public Works Construction, Chapter 7 Traffic Barricade
Design.
• Traffic lane closures and the setup of traffic lane closures shall be per the City
of Chandler Engineering & Design Standards Manual for Public Works
Construction, Chapter 7 Traffic Barricade Design.
• Construction work hours shall be in compliance with City of Chandler Code of
Ordinances Part III.11-10.2 Construction Noise.
• The Contractor shall pothole far enough ahead of installation to verify the
locations, depths and sizes of existing utilities and to accommodate alignment
changes without incurring additional work or delay.
• Vehicular access to at least one driveway per property shall be always available.
• Pavement, roadways, and work areas will be cleaned every day at the end of
shift and as needed for dust and stormwater pollution control to the Inspector’s
satisfaction.
• No excavated material will be stored on site unless immediately used for
backfilling of the trenches on the same day when allowed by project documents.
• Contractor is responsible for providing a marshalling yard. All material shall be
stored in the marshalling yard and will not be strung out along the project. The
marshalling yard shall be coordinated between the contractor and yard’s property
owner. Adequate proof of coordination shall be provided upon request.
• Existing waterlines shall be shut down a maximum of six hours at a time. Existing
services shall be shut down a maximum of two hours at a time. If this is
Chandler Water Main Replacement
SP-21
necessary, the Contractor shall notify the affected customers in writing seven
days in advance. The Construction Manager shall approve of the shut down
schedule and the notification letter prior to it being sent out. A second approved
notice shall be delivered to the affected customers 48 hours in advance. The
Contractor shall have all necessary equipment and personnel on site at the time
of shutdown. Necessary equipment shall include pipe, pumps, fittings, etc.
• Existing waterlines and services shall remain operational until such time that the
city has accepted new construction and authorized in writing, tie-in to the existing
waterlines. Any deviation from the construction sequence must be presented to the
city prior to construction. Contractor shall field locate tie-in points at no cost to the
city. Tie-in to the existing system will be done after completing new waterline
disinfection.
• Contractor shall also install construction meters as directed by the city at no
additional cost to the city.
• All construction activity and disturbances shall be contained within the public right of
way or limits of disturbance define on MAG, city, and project documents.
• All trees, plants, and their canopies not called out on the plans will be protected in
place during construction. The Contractor shall adjust his installation methods to
achieve this.
The Contractor shall be responsible for planning, scheduling and reporting the progress of
the work as to ensure timely completion of the work called for in the contract. All
schedules shall be computer generated created by critical path scheduling software.
The Contractor shall submit a complete critical path schedule for the entire project to the
Construction Manager within ten (10) days of the date of execution of the Contract. The
city will review and comment on the draft schedule and the Contractor will issue a final
schedule with the city’s comments incorporated within ten (10) days. Deviation from this
schedule without written approval shall be considered a default to the contract.
The schedule shall include a complete critical path schedule to cover the Contractor’s
anticipated time schedule. The schedule shall include a detailed network diagram
acceptable to the Construction Manager with the following features:
(A)
The schedule shall be time-scaled in calendar days. All activities shall be plotted on
their early start and finish dates. Activities shall not exceed 30 calendar days in length of
time when detailed in each critical path schedule.
(B)
The schedule shall show the order and interdependence of activities and the
sequence of work as reflected in the schedule report as described below. The critical
activities shall be prominently distinguished.
(C)
The schedule shall include, in addition to all construction activities, such tasks as
mobilization, demobilization, submittal and approval of samples of materials and shop
drawings, procurement of significant materials and equipment, and fabrication of special
items, traffic restrictions, as well as installation and testing, and interfacing with other
projects/contractors/utility companies/etc.
Chandler Water Main Replacement
SP-22
(D)
The schedule of activities shall be sufficiently detailed so that the Construction
Manager can follow the sequence. For example, the activities shall show forming,
reinforcing, and placement of concrete on the calendar days they are scheduled to be
performed.
(E)
The schedule diagram shall show for each activity the preceding and following
event numbers and the description and duration of the activity in calendar days.
(F)
The activities shall be organized and described so as to conform to the contract bid
items.
(G)
The diagram shall be accompanied by a schedule report of the network with a
tabulation of the following data for each activity:
1.
Preceding and following event numbers;
2.
Activity description;
3.
Activity duration;
4.
Earliest start date;
5.
Earliest finish date;
6.
Latest start date;
7.
Latest finish date;
8.
Total float times;
9.
Responsibility for activity (for example, Contractor, subcontractor,
supplier, etc.;
10.
Resource summary for each activity listing personnel, equipment and
anticipated revenue.
The Contractor shall submit electronic copies of the updated overall project and
reports/three-week project schedules in two-week increments commencing from notice to
proceed in conformance with the following:
(A)
The Construction Manager shall determine if the detailed network diagram and/or
report requires revision in whole or in part and shall so inform the Contractor of
noncompliance with contract schedule.
(B)
In addition to the overall project schedule, the Contractor shall prepare a look
ahead schedule to show the activities or portion of activities that are expected to be
completed over the upcoming three weeks with anticipated start and finish dates. The
contractor shall prepare a 3-week schedule for the project every week for review and
approval by the city.
(C)
The overall project report shall state the percentage of revenue actually earned as
of the report date.
(D)
The overall project report shall be accompanied by a narrative description of job
progress, problem areas, current and anticipated delaying factors and their anticipated
Chandler Water Main Replacement
SP-23
effect, and any corrective actions proposed or taken. This report shall identify departures
from earlier schedules and changes in logical sequence or logical ties.
(E)
The report shall include a summary of all activities scheduled to begin in the next 3-
week period that are critical path, those activities whose float has changed and those
activities with less than ten-day float. The activities shall be sequenced by critical path
activities, by least total float and by greatest float, respectively.
Acceptance of the Contractor’s schedules by the Construction Manager is not to be
construed as:
• Relieving the Contractor of his obligation to complete the contract work within the
contract time
• Granting or rejecting Contractor requests for adjustments to the contract completion
date
• Acceptance of claims for additional compensation.
Any time extension requests shall be processed in strict compliance with other relevant
provisions of the contract.
No direct measurement or direct payment will be made of Contractor for costs relating to
preparation and submission of schedules and reports and revisions thereto.
210 BORROW AREAS AND DISPOSAL OF EXCESS MATERIALS
General: Add the following:
It shall be the responsibility of the Contractor to import any necessary borrow material,
and to dispose of excess excavated and unsuitable materials from the site per MAG
Specification 210 as supplemented herein.
Where excess material is taken from, or is placed on land not specifically designated for
the purpose, the Contractor shall furnish the city with a copy of the landholder’s written
consent (Also see Part B (5) – Permits). Trash, asphalt, concrete and non-soil materials
shall be disposed of at County-designated public refuse disposal sites. All excess
material shall be removed from the job site each day.
There shall be no separate payment for borrow or excess material.
PART C: MEASUREMENT AND PAYMENT
General: The section includes measurement and payment criteria applicable to the Work.
The bid item will match the values listed on the bid schedule. Deviations to the
measurement or payment methods listed will not be accepted without written approval from
the city.
Quantities and measurements indicated in the Design Drawings and Contract Bid
Chandler Water Main Replacement
SP-24
Documents are for bidding and contract purposes only. Quantities and measurements
supplied or placed in the Work and verified by the city or Engineer shall determine
payment.
If the actual Work requires more or fewer quantities than those quantities indicated, the
Contractor shall provide the required quantities at the unit prices contracted.
The Contractor will perform and confirm all quantity measurements and compute
quantities accordingly.
Contractor shall only apply the allowances listed on the bid schedule with written approval
from the city.
Measurement of Quantities:
Measurement Devices:
• Weigh Scales: Inspected, tested and certified by the applicable state Weights
and Measures department within the past year.
• Platform Scales: Of sufficient size and capacity to accommodate the conveying
vehicle.
• Metering Devices: Inspected, tested, and certified by the applicable State
department within the past year.
• Measurement by Weight: Rolled or formed steel or other metal shapes shall be
measured by handbook weight.
• Measurement by Volume: Measured by cubic dimensions using mean length,
width, and height or thickness.
• Measurement by Area: Measured by square dimensions using mean length and
width.
• Linear Measurement: Measurement by linear dimension, at the item centerline or
mean chord.
• Lump Sum: Measure on a percent of complete basis.
Payment: Shall include full compensation for all required labor, materials, tools,
equipment, transportation, services, and any other work described within these technical
specifications.
Final payment for Work governed by unit prices will be made based on the actual
measurements and quantities accepted by the city or Engineer multiplied by the unit price
for Work, which is incorporated in or made necessary by the Work.
PART D: TECHNICAL SPECIFICATIONS
The following specifications are included to explain details of work not covered by
applicable Standard Specifications.
Chandler Water Main Replacement
SP-25
ITEM 104101 PROJECT SIGNS
General: Contractor shall provide four (4) project signs in accordance with the General
Conditions. The signs shall be installed at a location selected by the city Construction
Manager.
Measurement and Payment: Payment for the project signs will be made at the unit
price per each, as shown on the Schedule of Values, and shall be considered full
compensation for all material, equipment, labor, and appurtenances to complete the
work as described and specified herein.
ITEM 105801 CONSTRUCTION SURVEYING
MAG Section 105.8, Construction Stakes, Lines and Grades is deleted and the following
inserted:
General: The Contractor shall furnish all materials, personnel, and equipment necessary
to perform all surveying, staking, laying out of control lines and verifications of the
accuracy of all existing control points which are delineated in the Contract Documents. The
work shall be done under the direction of a Registered Land Surveyor licensed to practice
in the State of Arizona. Centerlines, right of way, property lines, public utility easements
indicated on the drawings were provided by the city based on its GIS maps.
Staking Outline: Prior to beginning any survey operations, the Contractor shall furnish to
the city Construction Manager 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 shall be a schedule which shows the
sequencing of the survey and layout work, throughout the course of the contract, and a
listing of percentage of completion for each month.
Field Books: The Contractor shall furnish field books to be used for recording survey
data and field notes. These books shall be available for inspection by the city at any time
and they shall become the property of the city upon completion of the work. In lieu of field
books, the Contractor may submit a raw data file in a format acceptable to the city.
Survey Control Verification:
(A) Control Points (horizontal and vertical) - The existence and location of all survey
monuments, benchmarks and control points shall be verified prior to demolition or
construction activity. Immediately notify the city Construction Manager when location
discrepancies greater than five-hundredths (0.05) foot horizontal or two-hundredth (0.02)
foot vertical are found. All datum shall be accepted by the city.
(B) Control Lines - Construction control lines with grade breaks, transition points,
horizontal and vertical curves, etc., shall be established and referenced by the Contractor
Chandler Water Main Replacement
SP-26
prior to construction.
(C) Temporary Benchmarks - Temporary benchmarks shall be established and referenced
by the Contractor prior to construction.
Pre-Construction Location Survey: All existing features which are located prior to
construction shall be 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 shall be relocatable after construction. Distances measured shall be within
one-hundredth (0.01) foot.
(A) Survey monuments - All survey monuments that lie within the construction area that
may be disturbed shall be referenced to a specific point on at least four (4) stable objects
by distance measurement. Reference objects shall be located no greater than
three hundred (300) feet from the survey monument referenced.
(B) Utility appurtenances - Utility line tie-in points and crossings shall be located and
compared to the location shown on the Contractor’s approved construction documents
prior to installation. Deviations shall be noted on Contractor’s As-Built set and relayed to
Engineer and Construction Manager prior to any installation.
(C) Match Points and Removals - Verify the location (horizontal and vertical) of existing
improvements to which the project will connect or demolish including pavement, curb and
gutter, valley gutters, sidewalks, and aprons along the trench.
Construction Stakes: The Contractor shall set construction stakes and marks
establishing line and grade for road work, curbs, gutters, structures, centerlines for utilities,
and necessary appurtenances and other work as indicated in the Contract Documents
and shall be responsible for their conformance with the plans and specifications.
The stakes shall be established in accordance with the following guidelines which
represent the minimum standard and the Contractor shall provide additional stakes and
controls necessary to perform the work. The Contractor shall 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 destroyed by any party. All stakes shall
include stationing markings or labels.
(A) Curb and Gutter:
(1) Finish grade stakes shall be set to curb grade at twenty-five (25) feet intervals,
at grade brakes, angle points, transitions, returns, driveways, alley entrances,
sidewalk ramps, and other curb control points. The stakes shall be placed for
line on a two (2) foot offset to the back of curb.
(2) Face of curb forms shall be checked for grade at flow line prior to placing
concrete where longitudinal grades are one- tenth (0.10) percent or less.
(3) Face of curb forms shall match existing grade.
Chandler Water Main Replacement
SP-27
(B) Water:
All cuts will be to the invert of the pipe, given to the nearest one-hundredth (0.01) of a
foot. On portions of the project in which the waterline must be realigned from the
proposed grades, it must maintain a constant slope to a desired high point, the
Contractor shall determine the high point invert based on existing topography and
minimum cover. The Contractor will also determine pipe inverts and verify minimum
cover is available along the segment of defined slope.
(1) Stakes for water will be driven flush with the existing ground, set on an offset at
twenty-five (25) feet intervals and specified grade breaks. Stakes will be marked
with the offset and indicated cut.
(2) Fittings or other critical points such as tees will be marked with two stakes.
Each stake will include an offset and cut.
(3) Fire hydrants will be located with two (2) stakes per hydrant set parallel with the
roadway five (5) 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. The invert of the hydrant must be level or higher than
its tee.
(4) Water meters will be located with two (2) stakes per meter box set parallel with
the roadway five (5) feet from the centerline of the meter. The stakes will be
marked with the offset to the meter and indicated cut to the existing grade
based on the elevation recorded prior to its demolition or modification.
(5) Cut sheets shall be supplied by the Contractor to the city Inspector.
When items to be staked out are in existing paving, nails driven into the pavement will
replace the aforementioned stakes. Offset and cut information may be marked on the
existing paving if the pavement will be sealed after construction. The Contractor’s
surveyor shall refresh or remark any information that becomes illegible prior to
installation.
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 will order any or all the staking and layout work redone at no
additional cost.
Measurement and Payment: Construction surveying will be measured as a single
complete item of work and paid at the lump sum price indicated on the Schedule of
Values, which shall be considered full compensation for the work as described herein
and required to provide all necessary survey stakes and control. The approved
schedule showing the sequencing and percentage of the survey and layout work shall
be the basis on which monthly progress payments shall be made. This schedule shall
Chandler Water Main Replacement
SP-28
be subject to periodic review, at the request of either party, if the survey and layout work
lags or accelerates. If necessary, the schedule will be revised to reflect changes in
survey and layout progress. When approved by the Construction Manager, the revised
schedule will become the basis for payment. If the contract time is extended, the
extension will not revise the lump sum price in the GMP.
ITEM 105802 CONSTRUCTION WORKING DRAWINGS AND GIS DATA
General: The Contractor shall be responsible for providing the project’s working
construction drawings to the Engineer for use in preparing the project’s as-builts.
Contractor’s approved licensed land surveyor shall certify on the project working drawings
that the field information collected and added to the working drawings is true and accurate.
The Contractor shall also collect and provide GIS/GPS data as required per Exhibit F of
the city’s contract documents. Measurements and documentation shall be coordinated
with the Engineer.
The Contractor is responsible for including information for all fittings, valves, deflections,
and appurtenances on the as-builts. This shall include northing, easting, elevation, type,
material, and size.
A full-size set of drawings shall be kept on-site and updated on a weekly basis with a red
pencil or red ink to reflect any field adjustments, changes, omissions, additions, etc. as
they occur on the project. The city Inspector will check the drawings and GIS data on a
weekly basis to ensure all modified project elements have been properly recorded on the
field plan set and GIS information has been collected on the installed improvements. The
GIS/GPS data and redlines shall be submitted to the city’s GIS Department and Engineer
of Record monthly for incorporation into the city’s GIS system and record drawings. The
GIS/GPS data shall be provided in an ESRI file geodatabase format. The Contractor
shall include a progress PDF of the working drawings, which includes information from
his or her Surveyor with each pay application submitted to the city.
The city will provide the Contractor with the original bond plan sheets for use in preparing
the working drawings. Information shall be shown on these sheets in red opaque ink,
depicting the constructed dimensions, elevations, grades, and materials including locations
of existing underground utilities found during construction.
The Contractor shall exercise extreme care in handling the originals. The Contractor’s
Surveyor shall seal the working drawings and return them to the city and Engineer in like
condition. In the event the originals are damaged or determined by the city to be
unacceptable, the Contractor shall replace the originals by contacting the design Engineer
of record and have new drawings produced. All costs incurred as the result of replacing
the originals shall be borne by the Contractor. The city will be the sole judge in
determining whether the drawings are acceptable.
All work included in the contract documents as well as changes to the contract shall be
noted as correct or modified by either checking off the information if it is correct, or by
drawing a neat line through the original data and writing in the correct information in red
Chandler Water Main Replacement
SP-29
opaque ink if the information is incorrect. Unless noted otherwise below in the minimum
working drawing requirement section, station/offset measurements will be from
construction centerline/monument line both parallel and transverse to roadway; added
items or location changes shall be physically drawn at revised or new locations on the
drawings; and all measurements and stations should match the level of accuracy shown
on the original design documents. If a value was not provided on the original design
documents for the measurement in question, horizontal data shall be shown to the nearest
tenth of a foot and vertical data shall be shown to the nearest hundredth of a foot.
The minimum requirements for working drawing acceptance is as follows:
(1) Project Drawing Quantity Notations: Any project drawing or quantity summary sheet
that shows a quantity on it that is incorrect shall be corrected by drawing a neat line
through the original quantity and writing in the correct information. When space on the
drawing does not allow room to indicate the corrections, a separate table may be drawn on
a separate sheet with reference on both plan sheets to the plan sheet that the table refers
to or to the sheet where the table is located.
(2) Existing/New Utilities: All underground infrastructure utilities, whether depicted on the
project plans or not, shall be verified, corrected or added to the drawings noting the
beginning and ending station/offset location and elevation of utility relative to finished
roadway grade or other identifiable ground or permanent roadway/project feature. Any
electrical installation work for street lighting or power connection shall be located relative to
construction centerline/monument line or relative to back of curb and gutter (whichever is
closer) including the depth of the facility.
(3) Removals: Dimensions and/or other volumetric descriptions and station/offset location
of all removed items.
(4) Curb/Gutter/Valley Gutter: Beginning and ending station/offset location of straight
curb/gutter/valley gutter runs relative to construction centerline/monument line; flow line
elevation; and station/offset location of PC’s and PT’s.
(5) Driveway/Alley Entrances: Beginning and ending station/offset including driveway
wings.
(6) Roadway Pavement: Beginning/ending station and measured width of actual sawcut
removal/tie-in to existing pavement locations.
(7) Pipelines: All stations, offsets, inverts, and dimensions shown on the plans will be
located in the field before the new pipeline is backfilled and the field verified values will be
shown on the drawings. When pipeline parallels the construction centerline/monument
line, verify, or correct the perpendicular distance between the two. When pipeline angles
relative to the construction centerline/monument line or is in a curved roadway section,
measured straight pipe run distances, angle points, changes in size, fitting/tee locations
tied-in with practical known construction centerline/monument line location or other easily
verifiable permanent point. Distances between fittings are from fitting centerline. Fire
Chandler Water Main Replacement
SP-30
hydrant branch lines are to be located including bends. All project drawing pipeline cross-
sections and profiles are to be corrected to reflect modified pipeline locations/alignments.
(8) Facilities Abandoned in Place: All waterlines, water valves, curb stops, and
appurtenances abandoned in place, whether depicted on the project plans or not, shall be
verified, corrected or added to the working drawings noting the beginning and ending
station/offset location of waterline of each plan sheet.
The working drawings shall be certified by an Arizona Registered Land Surveyor hired by
the Contractor. In addition to the monthly progress updates discussed above, the full and
complete working drawings and an ESRI geodatabase file containing the Surveyor’s shots
shall be delivered to the city Construction Manager within thirty (30) calendar days from the
date of final inspection and acceptance by the city of the work completed under this contract
for each project area. Work under this bid item includes transfer of all information noted by
the Contractor during the Construction Surveying section, to the on-site working drawing set.
Final payment will be made only after submitted drawings are accepted by the city (see
“Measurement and Payment” section of these technical specifications).
GIS/GPS Requirements: The Contractor shall also collect data as required to locate all
proposed improvements, including buried fittings and deflections, and provide updated
GIS/GPS data monthly as required per Exhibit F of the city’s contract documents.
Monthly updates will accompany the Contractor’s pay applications.
Measurement and Payment: Construction working drawings and GIS/GPS data will be
measured as a single complete item of work and paid at the lump sum price indicated on
the Schedule of Values, which shall be considered full compensation for the work as
described herein and required to clearly collect and indicate all specific installation
information.
ITEM 105803 REMOVE AND REPLACE SURVEY MARKERS AND MONUMENTS
General: The Contractor shall be responsible removing and replacing survey markers
and monuments damaged or disturbed during construction. Contractor’s approved
licensed land surveyor shall certify that any replacements provided are true and accurate.
Measurements and documentation shall be coordinated with the Engineer. Conform to
MAG Standard Detail 120 and match the existing survey marker type and enclosure.
Marker and monument locations will be marked with “straddlers” (four (4) nails with metal
“shiners”) driven into the pavement, placed in pairs approximately six feet apart and
opposite to each other. Lines connecting opposing pairs shall form a ninety (90) degree
cross with three-foot legs. The center of the cross will signify the exact location of the
center of the marker or monument to be set. Markers and monuments will be drilled or
punched after they have been set. A record of the new marker or monument and its
location with respect to other adjacent markers and monuments shall be prepared by the
A.R.L.S. and recorded.
Measurement and Payment: Marker or monument removal and replacement will be
Chandler Water Main Replacement
SP-31
measured paid for on an “each” basis as indicated on the Schedule of Values, which
shall be considered full compensation for the work as described herein and required to
provide all necessary construction, survey, and recording services.
If a marker or monument called out on the plans to be protected in place is damaged, it
shall be replaced in accordance with this item’s requirements at no additional cost.
ITEM 321000 REMOVE AND REPLACE AC PAVEMENT
General: The city shall compensate the Contractor for removing and replacing AC
Pavement as shown on the plans and/or as required. Any pavement section less than
48 inches in width will be considered a remnant and will be removed and replaced as
part of the scope of this item.
Conform to MAG and COC Section 336 except as modified herein.
This section is specifically related, but not limited to the replacement of asphalt paving
removed or damaged by the proposed improvements discussed in these specifications
and the construction plans. It also includes the saw cut and removal of the existing
asphalt concrete and its base along the proposed waterline alignments. The sawcut and
removal of the asphalt concrete shall comply with MAG Sections 336 and 350 and as
modified by the city’s latest revisions thereof. The Contractor shall sawcut the existing
paving to accommodate the configurations defined in MAG Standard Detail 200 as
modified on the plans. In addition, pavement remnants shall be replaced by the
Contractor when the edge of the replacement is less than 48 inches from the edge of
pavement.
Contractor shall provide the initial pavement sawcut or milling for trenching and then
provide separate sawcuts for the T-top during pavement replacement. Prior to the
installation of the new pavement, a tack coat shall be applied per MAG Specification
Section 321. Tack coats shall also be provided between pavement lifts. Crack sealant
shall be applied to the joint between the new and the old pavement prior to the application
of the slurry pavement sealant.
The Contractor will be responsible to replace, at their cost, any and all damaged
pavement outside the pay limits, due to their activities on the project. This includes, but
is not limited to, the replacement of newly cracked pavement, the replacement of
existing cracked pavement where the cracks have been widened, the replacement of
any chipped or missing pieces of pavement, and the replacement of any deformed
pavement. The pavement will be saw cut at right angles to the roadway, to encompass
the replacement areas or at the direction of the city Inspector.
Set recessed steel plates over any open trenches in pavement including those for services
and hydrants until final paving is completed.
All asphalt mixes shall be in accordance with the Chandler List of Approved Products,
which includes city approved mixes from the East Valley Asphalt Committee (EVAC).
Chandler Water Main Replacement
SP-32
Chandler Boulevard, Erie Street, and Alma School Road will be treated as Arterials when
selecting mixes.
Measurement and Payment: Pavement quantities are not shown on the plans.
Measurement shall be at the square yard of pavement actually removed and replaced.
Payment shall be at the contract unit rate as shown in the Schedule of Values. The
construction progress of this item shall be monitored based on the Contractor’s quantity take
offs established during the development of the Schedule of Values.
ITEM 332200 SLURRY SEAL
General: Conform to MAG Section 332 and all other applicable sections except as
modified herein.
The work covered by this specification will consist of furnishing all labor, equipment, and
materials necessary to perform all operations required for the application of pavement
preservation treatment.
The Contractor will apply slurry seal as shown on the construction plans in a manner that
allows a minimum of 10 feet of vehicular access at all times. The application rate shall be
per the manufacturer’s recommendations. The surface treatment shall be rolled per the
manufacturer’s recommendations.
Contractor Experience: The Contractor shall be an experienced slurry seal applicator. The
Contractor shall submit, during the pre-construction meeting, a list of at least three, recent,
slurry seal projects completed within the last 24 months. The project list shall show the name
of the project, name of the owner, address, telephone number of an appropriate party to
contact, date and square feet application in each case.
Joints: Longitudinal joints in the slurry seal shall correspond with the edges of the traffic
lanes. The Engineer may permit other patterns of longitudinal joints if the patterns will not
adversely affect the quality of the finished product. Through traffic lanes shall be spread in
full lane widths only. Longitudinal joints common to 2 traffic lanes shall be butt joints with
overlaps not to exceed 3 inches. Building paper shall be placed at the transverse joints to
avoid double placement of the slurry seal. Other suitable methods to avoid double
placement of the slurry seal will be allowed. No excessive buildup, uncovered areas, or
unsightly appearance shall be allowed on longitudinal or transverse joints. Hand tools shall
be available to remove spillage.
Contractor shall sand intersections as directed by the Engineer to allow traffic to cross
freshly placed slurry seal at intersections, business entrances/exits and other locations that
cannot, in the estimation of the Engineer, be completely closed to traffic. Sand material will
be the same aggregate used in the slurry seal mixture.
Quality: The mixture shall be uniform and homogeneous after placing on the surface and
shall not show separation of the asphalt emulsion and aggregate after setting. The
completed surface shall be of uniform texture and free from ruts, humps, depressions, or
Chandler Water Main Replacement
SP-33
irregularities. No streaks, such as those caused by oversized aggregate, will be left in the
finished surface. If excess oversized aggregate develops, the job will be stopped until the
Contractor can prove the situation has been corrected. Adequate means shall be provided
to protect the slurry seal from damage by traffic until such time that the mixture has cured
sufficiently so that the slurry seal will not adhere to or be picked up by the tires of vehicles.
Rollers: Rollers shall be self-propelled rubber-tired rollers (9-12 ton). The roller shall be
equipped with an operating water spray system. The resurfaced area shall be subjected to
a minimum of two (2) full coverages by the roller. Rolling shall not commence until slurry has
cured enough so that the slurry will not pick up when rolled. It shall be rolled until all ridges
have been ironed out and a uniform surface is obtained. Rollers shall have an operating
strobe light or rotating beacon.
Test Sample: At the city’s request, the Contractor shall construct a test strip. The test strip
shall be 300 feet to 500 feet long and shall consist of the approved mix and application
courses. The test strip shall be constructed at either at night or early morning and shall cure
and be open to traffic within 75 minutes of application. The Engineer will evaluate the
completed test strip after 12 hours of traffic on the completed test strip to determine if the
mix design and placement procedure are acceptable. If the mix design or the placement
procedure is determined by the Engineer to be unacceptable, the test strip will be rejected,
the Contractor shall make modifications, and a new test strip shall be constructed and
evaluated by the Engineer. The cost of materials and placement of the test strips, which
have been rejected, shall be borne by the Contractor, and will not be considered as part of
the contract work. If ordered by the Engineer, rejected test strips shall be removed at the
Contractors expense.
Cleaning and Notification: The Contractor shall be responsible for providing the street
cleaning, “No Parking” posting, and traffic control. Contractor shall place signs as directed
by the Engineer to notify residents of any scheduled street closures. Signs shall be
constructed per plans. The Contractor shall place temporary no parking signs on scheduled
collector and residential roadways to be slurry sealed 48 hours in advance of the application.
There will be a minimum of ten per block per side or enough to provide clear and concise
information to ensure no residential parking on scheduled roadways.
The Contractor shall notify all emergency services residents, apartment managers, post
offices, schools, and businesses by handbill 48 hours in advance of any street restriction
that will affect access to their property. The Contractor shall present the handbill to the city
Construction Manager or designee for approval, prior to its distribution to the public. The
handbill will include the month (non-numeric) and dates expected for the restrictions. For
Monday work, the handbill shall be distributed the preceding Thursday. For Tuesday work,
the handbill shall be distributed the preceding Friday. Should work not occur or be
completed on the specified day, a new handbill will be distributed by the Contractor. The
cost shall be incidental to the project. Re-notification shall be a minimum of 24 hours in
advance. For rain days, the Contractor may “pre-notify” the public of potential non-work in lieu
of re-notification.
The Contractor shall be responsible for all cleanup of the work areas and staging areas. The
Chandler Water Main Replacement
SP-34
Contractor shall be responsible for covering and uncovering all structure covers, such as
manholes, valve, and monument covers. All street (full width and gutters) shall be swept by
self-propelled pick-up sweeper no sooner than 24 hrs after slurry seal placement is
complete. All areas will be swept to the satisfaction of the inspector.
Area Omissions: All areas temporarily omitted by the Contractor during normal operations
shall be logged and a list of the missed areas (addresses or intersections) given the
inspector before the start of the next day’s work.
Repair of Early Distress: If bleeding, raveling, delamination, rutting, or wash boarding
occurs within 60 days after placing the slurry seal, the Contractor shall diligently pursue
repairs by a method proposed by the Contractor and approved by the Engineer. The
Contractor shall not be relieved from maintenance until repairs have been completed.
Patching: Areas that require patching shall be full lane width or as directed by the inspector.
Patching will be limited to one side of the street at a time.
Measurement and Payment: Application shall be measured parallel to the surface, by the
square yard regardless of application thickness. Payment will be per the bid price indicated
on the Schedule of Values, which will be considered full compensation for that work
complete as described herein and shown on the plans.
ITEM 337000 FILL AND SEAL PAVEMENT CRACKS
General: Conform to MAG Section 337 and all other applicable sections except as
modified herein.
The work covered by this specification will consist of furnishing all labor, equipment, and
materials necessary to repair all existing cracks in the roadway and the joints between new
and existing pavement prior to sealing the roadway.
The Contractor shall repair cracks that are ¼” – 1” wide with hot rubber sealant or cold pour
sealant. Submit sealant for approval. Cracks that are 1” and wider shall be patched with hot
mix asphalt instead of sealant. Submit mix for approval. Fill and seal a sample section of
street 100’ long for approval by the city Inspector before proceeding with the rest of the
project.
Measurement and Payment: Filling and sealing pavement cracks will be measured as a
single complete item of work and paid at the price per linear foot as indicated on the
Schedule of Values regardless of crack width, which shall be considered full compensation
for the work as described herein.
ITEMS 340001 THROUGH 340451 CURB AND GUTTER, SIDEWALKS, AND VALLEY
GUTTERS & APRONS
General: Comply with MAG and COC Section 340 except as modified herein.
Chandler Water Main Replacement
SP-35
The Contractor shall verify and match the thickness, dimensions, color, finish, joint
spacing, rebar, and transitions of the existing curb, curb and gutter, sidewalk, valley
gutter, apron, and driveway on either side of the removal. The minimum new concrete
sidewalk and driveway thickness shall be 4 and 8 inches, respectively. The new and
existing concrete pavement shall be separated by a sealed flexible construction joint.
The Contractor shall submit a joint layout for any concrete pavement for approval by the
city prior to its installation. In addition, Contractor shall furnish all labor, equipment, and
material necessary to remove the existing concrete improvements. Remove existing
improvements to the nearest joint unless a full replacement is required on the plans.
Contractor shall submit color and finish samples to the city Construction Manager for
approval if color and/or finish of existing concrete feature is anything other than smooth
or broom finished concrete.
The Contractor shall match existing pavers or other driveway material removed to
match the existing driveway in kind. When replacing pavers, the existing stone will be
stored, protected and reused. The replacement asphalt pavement shall be a minimum
of 3-inches thick or match the thickness of the existing drive if greater.
Measurement and Payment for Item 340001 Curb and Gutter, MAG Std. Det. 220 Type
“A”: Measurement of curb and gutter shall be made per lineal foot. Payment shall be made
per lineal foot removed and installed and shall include materials, forms, finishing,
excavation, transport, equipment, labor and all other work or items necessary or incidental
for completion of the item.
Replacement due to Contractor damage shall not be included in the measurement for
Payment. Curb and gutter quantities are not shown on the plans for water services.
Measurement shall be based on quantities actually removed and replaced. Payment shall
be at the contract unit rate as shown in the Schedule of Values. The construction progress
of this item shall be monitored based on the Contractor’s quantity take offs established
during the development of the Schedule of Values.
Measurement and Payment for Item 340041 Roll Curb and Gutter, MAG Std. Det. 220
Type “C”: Measurement of roll curb and gutter shall be made per lineal foot. Payment shall
be made per lineal foot removed and installed and shall include materials, forms, finishing,
excavation, transport, equipment, labor and all other work or items necessary or incidental
for completion of the item.
Replacement due to Contractor damage shall not be included in the measurement for
Payment. Roll curb and gutter quantities are not shown on the plans for water services.
Measurement shall be based on quantities actually removed and replaced. Payment shall
be at the contract unit rate as shown in the Schedule of Values. The construction progress
of this item shall be monitored based on the Contractor’s quantity take offs established
during the development of the Schedule of Values.
Measurement and Payment for Item 340200 Sidewalks: Removal and replacement of
sidewalks shall be measured in square footage of concrete to the nearest joint. Cost will
Chandler Water Main Replacement
SP-36
include modifications to standard details as required to match existing conditions. This item
will include removing and replacing existing access ramps in kind. Payment shall be made
for each square foot of sidewalk removed and installed and shall include materials, forms,
finishing, excavation, transport, equipment, labor and all other work or items necessary or
incidental for completion of the item.
Replacement due to Contractor damage shall not be included in the measurement for
Payment. Sidewalk quantities are not shown on the plans for water services.
Measurement shall be based on quantities actually removed and replaced. Payment shall
be at the contract unit rate as shown in the Schedule of Values. The construction progress
of this item shall be monitored based on the Contractor’s quantity take offs established
during the development of the Schedule of Values.
Measurement and Payment for Item 340400 Valley Gutter and Concrete Aprons:
Each replacement of concrete valley gutter and its aprons shall be measured per item and
replaced to their original dimensions. Payment shall be made at the contract unit price for
each square foot of valley gutter and aprons removed and installed and shall include
materials, forms, finishing, excavation, transport, equipment, labor and all other work or
items necessary or incidental for completion of the item.
ITEM 340900 SPEED HUMPS
General: Comply with MAG and COC Section 321 except as modified herein.
The Contractor shall saw cut and remove a portion of the existing speed hump and its
underlying paving prior to the waterline installation. After replacing the paving to match
the adjacent road, the Contractor shall mill the new pavement before placing the new
hump. The Contractor shall verify and match the existing hump’s longitudinal profile,
maximum height, width, drainage openings, and markings. The maximum height of the
hump shall not exceed 0.27 feet.
Measurement and Payment: Measurement shall be per each lineal foot of speed hump
removed and replaced regardless of the total hump length and width, which will match the
hump that was replaced. Payment shall be made at the contract unit price for each linear
foot of hump replaced and shall include documenting the existing hump dimensions,
sawcut, materials, markings, excavation, transport, equipment, labor and all other work or
items necessary or incidental for completion of the item.
Replacement due to Contractor damage shall not be included in the measurement for
Payment. Linear feet of hump replacement quantities are not shown on the plans.
Measurement shall be based on quantities actually removed and replaced. Payment shall
be at the contract unit rate as shown in the Schedule of Values. The construction progress
of this item shall be monitored based on the Contractor’s quantity take offs established
during the development of the Schedule of Values.
Chandler Water Main Replacement
SP-37
ITEM 350000 ABANDONMENT OF PIPE
General: The abandonment of pipe shall be performed in accordance with MAG Standard
Specifications Section 350 except as modified herein.
MAG Subsection 350.2.1 Utilities is modified to REPLACE the second paragraph with the
following:
“The Contractor shall furnish all materials, labor, supervision, and equipment required for
the orderly abandonment of existing waterline piping, fittings, and other appurtenances as
shown on the drawings and described herein.
Abandonment shall be accomplished in a neat and careful manner so as not to damage
adjacent improvements or unnecessarily interfere with existing operations.
The Contractor will confirm existing waterline materials during his potholing activities.
Abandoned waterlines located under roadway pavement shall be pumped full of an
approved grout mixture. The locations of these waterlines are shown in the construction
drawings. The waterlines shall be completely filled, leaving no voids or air spaces. Grout
shall be injected in an upslope manner to remove trapped air. The Contractor shall provide
additional portals as required by the city for proper venting or verification of the
abandonment. Portals shall be a minimum of six inches in diameter. Abandonment shall
be limited to 500 feet in length and only increased in 100-foot increments with the city
Inspector’s prior approval. Grout shall be pumped to an open discharge point or pipe end
that is the same diameter as the piping being abandoned. Pumping pressures shall not
exceed 50 psi and shall be constantly monitored for the entire duration of the
abandonment. Should the pumping pressure exceed 50 psi, the abandonment length will
be reduced to maintain acceptable pressures. The Contractor shall accurately as built the
materials used and limits of the abandonment. Abandoned pipe shall be capped per
details on the plans after the section is filled.
Flowable fill grout for abandoned waterlines shall be 1/2 sack cement, 3 sack ash with
Darafill sand slurry. Grout mix shall be the following or approved equivalent:
Rock/Sand
0/100
UNIT
WEIGHT
VOLUME
S.G.
Cement ASTM-C150 Type I/II/V
lbs/yd3
47.00
0.24
3.15
Micro Silica Fume
lbs/yd3
282.00
2.12
2.13
Concrete Sand
lbs/yd3
2250.00
14.03
2.57
1” Concrete Rock
lbs/yd3
0.00
0.00
2.66
1/2" Concrete Rock
lbs/yd3
0.00
0.00
2.66
3/8” Concrete Rock
lbs/yd3
0.00
0.00
2.60
Fine Sand
lbs/yd3
120.00
0.74
2.60
Water Added In Mix
lbs/yd3
333.00
5.34
Darafill (17% Air)
ozs/yd3
3
4.59
TOTALS
3032.00
27.05
Chandler Water Main Replacement
SP-38
Slump:
8” +/- 1”
Sand used in the mixture shall be composed only of hard, strong, durable, uncoated grains
of quartz and shall be free from extraneous substances.
Measurement and Payment: Measurement for the grouting of pipe shall be made on a
lineal foot basis and include filling the existing piping shown with grout. Quantities for the
abandonment of the existing valves and air valves along the existing pipe are not defined on
the plans. They will be measured on an “each” basis per the Contractor’s Schedule of
Values based on quantities actually abandoned. Payment for the grouting of existing pipe
shall be by lineal foot and the abandonment of existing valves shall be on an “each” basis
as single complete units of work. Payment shall include materials, labor, supervision, and
equipment required for the abandonment of existing waterline piping, shut off valves, air
valves, fittings, grout injection, and other appurtenances as shown on the drawings and
described herein.
ITEM 350200 REMOVAL OF PIPE
General: This work shall include removal of asbestos cement pipe (ACP) at locations
where it is exposed during other work and the removal of all piping materials as required to
install the new improvements as called out for removal on the plans.
The Contractor shall furnish all permits, labor, equipment, and material necessary to
remove and dispose of the existing piping including ACP water main. When the existing
piping is ACP, the Contractor shall obtain and comply with the National Emission Standard
for Hazardous Air Pollutants (NESHAP) permit as administered by Maricopa County. The
Contractor shall be licensed to handle ACP pipe and dispose of hazardous waste.
Documentation that the ACP was delivered to a landfill and that the landfill is allowed to
accept ACP shall be provided.
Measurement and Payment: Measurement for payment shall be per linear foot of
water main removed and disposed of completely regardless of size or material.
Payment for this item includes all excavation, trenching, removal, hauling, disposal,
asbestos mitigation, and all associated fees.
Removal quantities are not shown on the plans. Measurement shall be based on
quantities actually removed. Payment shall be at the contract unit rate as shown in the
Schedule of Values. The construction progress of this item shall be monitored based on the
Contractor’s quantity take offs established during the development of the Schedule of
Values.
ITEM 350700 REMOVE FIRE HYDRANT AND PIPING TO GATE VALVE
General: Comply with MAG Section 350 except as modified herein.
If there is a period between the commissioning of the new fire hydrants and the
demolition of the existing hydrants, the Contractor shall fit the existing hydrants with
Chandler Water Main Replacement
SP-39
“Out of Service” signs in accordance with COC Standard Detail C-303.
The existing hydrants shall be removed before the adjacent roads are repaved, sealed,
and slurry sealed. The Contractor shall remove the existing hydrant marker in the
roadway and seal any voids caused by the removal.
Measurement and Payment: Measurement shall be per fire hydrant assembly
removed regardless of the length of the piping and number of fittings between hydrant
and its shut off valve. Payment shall be made at the contract unit price for each removal
and shall include removal of the hydrant and piping between it and its shut off valve,
abandonment of the shut off valve, disposal of removed hydrants and piping, labor and
all other work or items necessary or incidental for completion of the item.
ITEM 350800 DEMOLITION OF EXISTING WATER VAULT AND BACKFLOW
PREVENTION ASSEMBLY
General: The existing water vault and backflow prevention assembly shall be
demolished in accordance with all applicable federal, state, and local requirements. The
existing water vault shall be demolished by removing the top 2 feet of the structure and
backfilling it with ½ sack CLSM. Prior to the removal of the backflow prevention
assembly, the Contractor shall coordinate with the city to determine if any portions of
the existing assembly should be salvaged. If required, the Contractor shall deliver any
salvaged components to a location determined by the city. Any remaining materials and
components that the city does not wish to salvage shall be demolished and disposed of
in a landfill. Manifest copies shall be provided to the city for all materials and
components removed and disposed of under this or any other bid item.
Measurement and Payment: Measurement shall be made on a per each basis and
include the demolition of the existing water vault and backflow prevention assembly. In
addition, this item will include filling the existing water vault with ½ sack CLSM.
Payment for the demolition of the existing water vault and backflow prevention
assembly shall be on an “each” basis as a single complete unit of work. Payment shall
include materials, labor, supervision, and equipment required for the abandonment of
the existing water vault, backflow prevention assembly, piping, valves, and other
appurtenances as shown on the drawings and described herein.
ITEM 401000 TRAFFIC CONTROL (ALLOWANCE)
General: Conform to MAG Section 401, City of Chandler Section 401, City of Chandler
Traffic Barricade Design Manual 7 and the Manual of Uniform Traffic Control Devices, as
supplemented herein.
Description: Delete text in MAG Section 401.1 and insert the following:
This bid item is for all barricades, message boards, signs, flagmen, etc. needed to keep
traffic moving through the work site and to provide the following:
• Vehicular access to a minimum of one driveway per property always.
Chandler Water Main Replacement
SP-40
• At least one lane shall always remain open on local streets.
• At least one lane of traffic in each direction will always remain open on Alma
School Road.
• Provide variable message boards along Alma School Road in both directions two
weeks before and during the work that occurs within that road.
All traffic control signing, haul routes and barricading plans will be submitted to the
Inspector for approval prior to starting the work and all Contractor changes to the plans will
be approved by the city prior to implementation.
The Construction Manager and the city’s Traffic Department must approve any
noncompliance with these requirements in writing. The Contractor shall not disturb
traffic outside normal working hours. The Contactor shall not leave any trenches or
excavation open outside normal working hours. Only with the Construction Manager’s
approval will this be allowed. Open trenches shall be covered with recessed plates in a
manner acceptable to the Construction Manager.
The Contractor shall notify the Inspector seven days in advance of the time work will be
started in areas requiring the rerouting of traffic, traffic lane striping, and removal of
street signs. The foregoing shall apply to progressive modifications of traffic routing
within an area in which work is in progress.
Measurement and Payment: Measurement of all traffic control work as described
herein and as required for the project will be measured based on the units and unit
prices shown in the approved Schedule of Values based on the effort actually applied to
the project. Payment for all traffic control work and devices, including road plates, will be
paid for through ITEM 401000 TRAFFIC CONTROL (ALLOWANCE). Payment will be
considered full compensation for the work complete as described herein, illustrated on
the plans, and as modified or instructed on-site by city staff. Adjustments to approved
traffic control plans, barricading or signing to accommodate specific on-site needs are
included based on the units and unit prices shown in the approved Schedule of Values
that are applicable to the traffic control work performed.
ITEM 401010 OFF-DUTY OFFICERS (ALLOWANCE)
General: Conform to MAG Section 401, City of Chandler Section 401, City of Chandler
Traffic Barricade Design Manual 7 and the Manual of Uniform Traffic Control Devices, as
supplemented herein.
Description: When the use of an off-duty police officer is required and approved by the
city, the Contractor shall attempt to schedule a Chandler officer through the following
website:
https://chandlerazpd.gov/extra-duty
If a Chandler officer is not available, an officer from another jurisdiction may be used.
Chandler Water Main Replacement
SP-41
Any plans to use an off-duty officer must be submitted to the city Inspector for approval
prior to starting the work. All Contractor changes to the plans will be approved by the city
prior to implementation. The Construction Manager and the city’s Traffic Department
must approve any noncompliance with these requirements in writing.
The Contractor shall notify the Inspector seven days in advance of the time work will be
started in areas requiring an off-duty officer.
Measurement and Payment: Measurement of off-duty officers as described herein and
as required for the project will be measured based on the units and unit prices shown in
the approved Schedule of Values based on the actual officer hours applied to the
project. Payment will be paid for through ITEM 401010 OFF-DUTY OFFICERS
(ALLOWANCE). Payment will be considered full compensation for the work complete as
described herein and, on the plans, and as modified or instructed on-site by city staff.
ITEM 401100 REMOVE AND RESET STREET SIGNS
General: Conform to MAG Section 401, City of Chandler Section 401, City of Chandler
Traffic Barricade Design Manual 7 and the Manual of Uniform Traffic Control Devices, as
supplemented herein.
The Contractor shall replace any signs or posts damaged during their removal and
storage. The Contractor shall install the sign in a temporary location if requested by the
city. If the city desires to update the sign after it has been removed, the city will supply a
new sign for the Contractor to install in lieu of the original.
Measurement and Payment: Measurement shall be per each sign removed and reset
regardless of the sign’s size and type. Payment shall be made at the contract unit price
for each sign and shall include documenting the existing sign’s condition and
dimensions, removing the sign prior to construction, providing a temporary sign during
construction, resetting the sign after construction including and new base, materials,
excavation, equipment, labor and all other work or items necessary or incidental for
completion of the item.
ITEM 402000 RE-STRIPE ROADWAY PAVEMENT
General: The work covered by this specification will consist of furnishing all labor,
equipment, and materials necessary to replace existing roadway striping, markings, and
symbols in kind after the application of slurry seal.
Replacement striping, markings, and symbols shall be thermoplastic and be installed per
city requirements, ADOT Standards, and MUTCD. Prior to beginning construction, the
Contractor shall photo document and measure all existing striping, markings, and symbols.
Copies of this documentation shall be delivered to the city before work starts.
Measurement and Payment: This work will include the replacement of any striping or
pavement markings damaged or covered with slurry during construction. It will be
Chandler Water Main Replacement
SP-42
measured as a single complete item of work regardless on striping width, length, and
coating system. It will be paid at the lump sum price indicated on the Schedule of Values,
which shall be considered full compensation for the work as described herein and
illustrated on the plans. The construction progress of this item shall be monitored based on
the Contractor’s quantity take offs established during the development of the Schedule of
Values.
ITEM 430000 LANDSCAPE AND IRRIGATION SYSTEM (ALLOWANCE)
General: Conform to MAG Section 430 and 440 except as modified herein.
The removal, replacement, and repair of private or public landscaping and landscape
irrigation. This work includes the restoration of hardscape, landscaping, irrigation
improvements required by service connections, the installation and removal of fire
hydrants, and the waterline construction. This work shall also include coordination with the
city and property owners to identify and coordinate modifications to keep the existing
irrigation system layouts operational and to restore them to properly operational systems.
The Contractor shall notify the city and property owners of any impact or damage to their
landscaping irrigation system that occurs during construction. The irrigation system shall
not be out of order for more than 24 hours. After a private landscaping and/or irrigation
system has been restored the Contractor shall operate the system successfully in the
presence of the city Inspector and Homeowner.
Any landscaping features, landscaping or native plants, and irrigation equipment
damaged or removed during construction, within the city Right of Way, private Right of
Way, or private property during construction shall be restored. The Contractor shall
replace any existing landscape and/or irrigation improvements in kind per MAG and
COC specifications and these technical specifications. Should two or more of these
guidelines conflict, the more stringent specification will apply as directed by the city.
Landscape features shall include but not be limited to grading, decomposed granite,
lawns, ground coverings, plants, trees, cacti, lighting, mailboxes, boulders, private signs,
decorative curb, patios, railroad ties, landscape walls, hardscape, private pavement,
concrete, flood irrigation berms, plastic weed barriers, and other structures. All features
not defined by these technical specifications and its referenced specifications shall be
replaced in kind to the satisfaction of the city and Owner.
Section 430.2 shall be appended as follows:
Landscaped areas shall be smooth graded to match pre-construction conditions.
Imported soil shall conform to MAG section 795.2.
Decomposed Granite Area:
Decomposed granite shall match the existing materials. The Contractor shall confirm
that a sufficient quantity is available so that the entire area will be of the same
composition and appearance. The Contractor shall furnish a sample to the city
Inspector for approval of color and appearance.
Chandler Water Main Replacement
SP-43
Tree, Shrub, and Ground Cover Planting: The Contractor shall comply with MAG
Section 430.
Native Plants: Any protected native species shall be protected in place or relocated per
the city and State provisions. The Contractor will be required to contact the Arizona
Department of Agriculture, Plant Services Division.
Plant Establishment Period: Section 430.13 shall be modified as follows:
A Plant Establishment Period shall not apply to this project. Any correction of defective
work of plants, lawns or trees planted as part of this project shall be covered by the one-
year workmanship warranty established in the General Conditions.
Irrigation Pipe Installation: Modify Section 440.6 as follows:
Class or schedule of irrigation piping shall be equivalent to the existing material
damaged or removed during construction.
Valves, Valve Boxes, and Special Equipment Installation: Append Section 440.4 as
follows:
All remote-control valves, gate valves, or globe valves unless otherwise indicated shall
be installed in suitable plastic or other type valve access box of proper size as required
for easy access to the valve. Access boxes shall be complete and constructed of plastic
or other approved type material. Valve boxes shall be AMETEX or equal approved by
the city inspector. All valve boxes shall be installed with a six (6) inch minimum pea
gravel sump.
Sprinkler Head Installation and Adjustment: Modify Section 440.5 as follows:
Bubbler heads as referred to in the MAG Specifications shall also mean emitter heads,
whichever is damaged or removed during construction. All bubbler and/or emitter heads
shall be equivalent to the existing equipment damaged or removed during construction.
The Contractor shall be responsible for head adjustment for a period of ninety (90) days
as described in the establishment period below.
Flushing and Testing: Append Section 440.10 with the following:
The Contractor shall test the irrigation system and any backflow prevention systems in
the presence of the city Inspector. Contractor shall notify Inspector of the testing
schedule three working days prior to testing.
Arborist: The Contractor shall enlist the services of a certified arborist to evaluate the
impacts of trenching or boring beneath the canopy of existing trees. Prior to
construction, the Contractor, the Contractor’s Certified Arborist, and the city Inspector,
Chandler Water Main Replacement
SP-44
will walk along the proposed service alignment and agree on the pruning limits
required during installation and the areas that root protection will be required. Tree
branches to be trimmed shall be flagged. Areas where root protection is required will
be flagged off.
Trees with canopies which conflict with the service installation shall be trimmed only to
the extent needed to install the new line. Trimming shall be done with a hand saw and
to a lateral branch. Stub cutting is not permitted. Trimming shall be monitored by the
Arborist.
In areas where roots may be present, excavation shall be done by hand or in a non-
destructive manner approved by the city. The proposed service will be tunneled under
all large roots. The Contractor shall contact the city Inspector and Arborist 24 hours
prior to exposing roots to arrange for a site visit to review field and exposed root
conditions prior to placement of the service. The Contractor’s Arborist shall
photograph each crossing and make additional recommendations according to the
situation. The Contractor shall wrap exposed large roots in wet burlap to avoid
dehydration. The burlap will be kept wet as long as the roots are exposed. Smaller
roots may be trimmed with Arborist approval by hand using clean cuts that are wetted
until backfilled. Trenches shall be backfilled with native soils as soon as possible to
protect roots. Trenches containing roots shall not be left open longer than 24 hours.
Should the irrigation system serving trees be rendering inoperable during
construction, the Contractor shall provide temporary irrigation as directed by the
Arborist.
Measurement and Payment: The Contractor shall provide landscape and irrigation
restoration for all work under the allowance amount indicated on the Schedule of
Values based on the time and materials actually applied to the project. This
payment will be considered full compensation for the work complete as described
herein and, on the plans, regardless of the type or size of removals and
replacements.
ITEM 440007 BACKFLOW PREVENTER ASSEMBLY
General: Conform to City of Chandler Standard Details No. C-311 and C-315 except as
modified herein.
Piping, fittings, valves, concrete pads and supports shall be installed in accordance with
city standards. All models and manufacturers for the proposed equipment are to be pre-
approved by the city prior to being ordered.
The above ground portions of the backflow prevention assemblies 4-inches and larger
shall be painted “Desert Tan”. The prime coat shall be Tnemec Series N69 Hi-Build
Epoxoline II per manufacturer’s instructions. The finish coat shall be Tnemec Series
1095 Endura-Shield per manufacturer’s instructions.
The Contractor shall provide locks for the backflow prevention assemblies, as specified
Chandler Water Main Replacement
SP-45
by the city. The lock key shall be turned over to the Property Owner.
The 6-inch backflow prevention assembly shall be shaped in an n-Pattern and installed
in a vertical flow up and vertical flow down configuration, to fit within a compact space.
Contractor shall prepare shop drawings of all piping and fittings associated with the
backflow prevention assemblies that illustrate that the proposed assembly fits in its
enclosure and/or proposed location for the Engineer to review prior to ordering.
The Contractor will hire a certified and city approved testing company to test and
provide passing test results for city documentation. Test results shall be provided
to the city and Property Owner.
Measurement and Payment: Payment for all backflow prevention assemblies and their
enclosures will be based on a unit cost per each unit installed. This unit cost shall include
all piping, fittings, valves, pads, enclosures, supports, locks, and tests required for a
functional assembly.
ITEM 505600 INSTALL REINFORCED THRUST COLLAR
Description: This specification covers the installation of reinforced thrust collars at the
locations indicated on the plans. Thrust Collars shall be per the detail provided in the
plans. Collar forms, rebar, and megalug or ring placement must be inspected and
approved by the city before concrete is ordered.
Before installing the new piping where a collar is required, the Contractor will confirm
that there is sufficient pipe length/space for the collar installation between the proposed
tie-in point and new features such as fittings or valves. The Contractor shall submit an
RFI for any desired adjustment in advance of the work in that area. Contractor shall
provide concrete cure time required for concrete to reach the design minimum
compressive strength prior to pressurizing the waterline.
Measurement and Payment: Measurement of reinforced thrust collars shall be made on
each basis with the number as identified in the plans regardless of the size of collar
installed. Payment shall be made at the contract unit price per each thrust collar installed
and shall include material, excavation, compaction, formwork, placement of
reinforcement, concrete, restraints, labor and all other work or items necessary or
incidental for completion of the item.
ITEM 515252 INSTALL GUARD POST FOR BACKFLOW PREVENTION ASSEMBLY
General: This item applies to guard posts at locations where backflow prevention
assemblies are in an open area. Conform to City of Chandler Standard Detail C-105 and
MAG Standard Detail 140. The guard posts shall be Type 1 permanent bollards.
Measurement and Payment: Measurement of guard posts shall be made on an “each”
basis with the number as identified in the plans. Payment shall be made at the contract
unit price per each guard post installed and shall include material, excavation,
Chandler Water Main Replacement
SP-46
compaction, formwork, placement of concrete and guard posts, and all other work or items
necessary or incidental for completion of the item.
ITEMS 610131 THROUGH 610132 SERVICE LINE CONNECTIONS
General: This item applies to the new service line between the water main tap and the
new water meter. Conform to MAG and City of Chandler Standard Detail C-301 and
Section 610 except as modified herein.
Meter Service Connections: Delete text of MAG Section 610.13 and insert the following:
Taps on new water mains will be made by the Contractor prior to testing and disinfection of
the new line. Service piping will be extended from the tap and connected to the new meter.
Meter service piping shall be type K soft copper or blue PEX-A tubing and will be installed
by mechanical/pneumatic underground boring or open cut construction. All service tubing
shall be continuous in length when possible. If the length required on the plans is too long
to be continuous, restrained joints approved by the Construction Manager shall be used.
All copper pipe, tubing, and fittings shall conform to MAG 754. Deflections in copper and
PEX tubing shall not exceed the maximum angle recommended by the tubing’s
manufacturer. If a deflection that exceeds the manufacturer’s recommendations is
required, additional deflections will be used to obtain the required angle.
PEX tubing shall meet the requirements of AWWA C904. All fitting and valves on tubing
shall be brass, NSF certified, and meet the requirements of AWWA C800. PEX-B, PEX-
C, PEX-D and PE-RT tubing are not allowed on this project. PEX tubing shall not be
exposed to UV light prior to being installed in trenches and backfilled. All trenches must
be backfilled or plate covered at the end of each workday. Allow 1/8” of slack per linear
foot of PEX tubing. Connect PEX tubing to other piping or tubing materials using
Sharkbite universal brass push-on fittings or approved equivalent. Wrap fittings in silicone
wrap prior to burial. Tape 1” on each side of fitting and provide a ½” overlap with each
wrap around the fitting. All PEX tubing shall be installed with tracer wire per MAG Section
632. Wrap the tracer wire around the tubing or secure it with approved 8 mil poly tape.
Tracer wire shall be grounded to the corp stop where mainline tracer wire does not exist.
Strip the end of the tracer wire 6” minimum and wrap around the corp stop for proper
contact and grounding.
The Contractor shall coordinate the shutdown of existing services with the Construction
Manager, Inspector, and the Property Owner.
The Contractor will replace all disturbed landscaping and irrigation improvements in kind.
All areas behind the curb or edge of pavement shall be hand dug or excavated using a
walk-along trencher unless otherwise agreed upon by the city and Property Owner. The
trench width shall be limited to 8 inches and the total disturbance width shall be limited to
3 feet. All trenches will be backfilled or barricaded at the end of each day. All
disturbances to existing structures and landscape features as defined per the Landscape
and Irrigation System Modification section shall be repaired or replaced to the Property
Owner’s satisfaction at the expense of the Contractor. When replacing improvements in
Chandler Water Main Replacement
SP-47
kind, the Contractor shall give the Property Owner the opportunity to approve the plants
or materials before they are installed. If there are any landscape features in the location
of a proposed meter or backflow prevention assembly, the Contractor shall relocate the
landscape features. The new location of the landscape features shall be approved by the
Construction Manager, Inspector, and the Property Owner. The Contractor shall always
maintain driveway access to homes. Trenches shall be covered with recessed plates as
soon as they are cut across a driveway. No trenches will be excavated outside normal
working hours.
Any pavement, concrete, curb, curb and gutter, sidewalk, driveway, walls, fences, and/or
pads damaged during the installation of a service, meter, backflow prevention assembly,
or meter box must be replaced in kind to the satisfaction of the city in accordance with
applicable sections of these specifications. The Contractor may choose to jack and bore
or jet a water service pipe under the curb, gutter, sidewalk, and other features to minimize
the restoration requirements. Trenchless installations are shown for some services on the
plans but the Contractor may install additional services using a trenchless technology with
prior city approval. Trenchless installation approvals may vary from area to area and/or
lot to lot and are not guaranteed. The Contractor shall prepare a boring plan and profile
for each trenchless service installation per COC Std. Det. C-112 for review and approval.
All existing utilities that cross the service must be potholed prior to the preparation of the
bore profile.
All new water services will include a new meter and box. The meter will be supplied by
the city and installed by the Contractor and the existing meter will be salvaged back to the
city. The meter box will be supplied and installed by the Contractor. The construction
plans indicate when a meter must be relocated. For each service, the Contractor will:
• Coordinate the final meter box location with the home or business owner when a
relocation is called out on the plans.
• Locate the existing water service alignment.
• Install 1” type K copper or PEX-A tubing from the new meter location to the
existing private service tubing/piping at the original meter unless noted otherwise
on the construction plans. When a meter and box are installed in the same location
as the existing assembly, the Contractor shall maintain a 1’ offset between the
existing water service alignment and the new water service alignment.
• Pressure test the new tubing and its connections hydrostatically or pneumatically
per the International Plumbing Code.
• Flush all new public and private service tubing for 2 minutes. Flushing shall be
performed such that water is flushed away from existing building connections.
• Remove the existing meter and box
• Install the new meter and box
• Make the required compression fitting connections between the new meter, the
new water service, and the existing or new downstream private water service.
• Restore the surface to match its surroundings
Chandler Water Main Replacement
SP-48
The Contractor shall provide all fitting, couplings, and bushings required to connect to
existing private piping.
New meter boxes and covers shall be set to match the surrounding grades. Existing
meters and meter boxes to be removed shall be removed in their entirety and disposed
of in a landfill. The Contractor shall deliver all existing meters to the city within seven
days of their removal with completed city supplied paperwork and forms that include
meter number and final reading.
New services in which the water meter and box are relocated shall maintain a 6-foot
separation from existing sewer services. The Contractor shall locate sewer services
prior to the installation of water service lines. If it the proposed meter and box location
does not satisfy the 6’ requirement, the Contractor shall propose a new location for
review and approval by the city and Engineer.
When a meter and box are installed in a different location than the existing assembly,
the Contractor shall run new continuous 1” Type K copper or PEX-A tubing between the
new and existing locations. After the existing meter box is removed and disposed, the
opening shall be backfilled with compacted ABC. The surface shall match the existing
surrounding surface type and grade.
Measurement and Payment: New water service connections shall be made at the
price for each service type as indicated on the Schedule of Values which shall be
considered full compensation for all materials and services necessary to complete the
work as shown on the plans. This cost will include materials, piping, service saddles,
corporation stops, service lines, meter installation, boxes, covers, appurtenant fittings,
trenching, backfill, compaction, installation, landscaping, labor and all other work or
items necessary or incidental for completion of the item. Keynotes on the project
drawings indicate the service size and if a new meter and meter box will be installed in
the existing location or a new location.
Pavement, curb and gutter, and sidewalk quantities are not shown on the plans for water
services. Measurement shall be based on quantities actually removed and replaced.
Payment shall be at the contract unit rate as shown in the Schedule of Values. The
construction progress of this item shall be monitored based on the Contractor’s quantity take
offs established during the development of the Schedule of Values.
Potential boring quantities are shown on the plans for water services on an “each” basis.
Since the Contractor may perform additional trenchless installations, measurement for
borings shall be based on quantities actually performed on the project. Payment shall be at
the contract unit rate as shown in the Schedule of Values. The construction progress of this
item shall be monitored based on the Contractor’s quantity take offs established during the
development of the Schedule of Values.
Chandler Water Main Replacement
SP-49
ITEM 610140 PRIVATE SERVICES (CUSTOMER SIDE)
General: This item specifically applies to locations on the project in which an existing
meter and box are in an alleyway. In these locations, a new box and a new meter will be
placed at the right of way. A new service will be run from the new meter to the property’s
house connection or a point on the property’s private water line between the existing meter
and house connection. Conform to the International Plumbing Code, unless otherwise
modified by the construction documents. This item includes the following work:
• Homeowner visits and coordination
• Installation of the proposed service between the new meter and connection point
• Removal of the existing meter and box
• A new ball valve at the house connection when noted on the plans
• A new backflow prevention assembly or pressure vacuum breaker when noted on
the plans
• A new sleeve for private services running under pavement, hardscape or turf when
noted on the plans
• Any required adaptions, reducers or couplings
• Connection to the house feed or existing service
• The work defined by the keynotes provided in the Volume 2 plumbing plans
• Restoration of any landscaping or irrigation damaged during the installation of the
private service.
Before starting the installation of the new service, the existing public and private services
shall be exposed near the existing meter and building connection and measured. Notify
the Engineer of the field measurements a minimum of five working days prior to installation
for size and pipe material verification. All new public services shall be 1-inch in diameter
or shall match the existing service size if greater than 1-inch, see the Private Service Size
Table on Sheet G-003 in the plumbing construction drawings. All new private services
shall be the size shown on the plumbing plans or shall match the existing service size,
whichever is larger.
All private piping to be abandoned shall be cut and capped 2 feet below grade at the
existing meter and proposed tie-in location shown on the plans. Existing water meter
boxes in the alley shall be removed in its entirety and disposed at a landfill. The remaining
opening shall be backfilled with compacted ABC. The surface shall match the existing
surrounding surface type and grade.
All private service line shall be type K copper or PEX-A tubing that shall be continuous in
length when possible. If the length required on the plans is too long to be continuous,
compression joints approved by the city shall be used. Compression joints may only be
installed in open areas that are accessible and approved by the city inspector. All copper
pipe, tubing, and fittings shall conform to MAG 754. Deflections in type K copper tubing
shall not exceed the maximum angle recommended by the tubing’s manufacturer. If a
deflection that exceeds the manufacturer’s recommendations is required, additional
deflections will be used to obtain the required angle. PEX tubing shall meet the
requirements of AWWA C904. All exposed tubing shall be type K copper. All fitting and
Chandler Water Main Replacement
SP-50
valves on private tubing shall be brass, NSF certified, and meet the requirements of
AWWA C800. PEX-B, PEX-C, PEX-D and PE-RT tubing are not allowed on this project.
The plans may call out to connect the proposed private service to the existing tubing at a
specific point to minimize disruptions to a property. Prior to making this connection, the
Contractor shall verify that the existing private service tubing material is acceptable to the
city. If it is not a city approved pipe material, the Contractor shall notify the Construction
Manager and Inspector immediately to determine the next steps.
The Contractor shall budget three (3) visits and their required coordination for each
property that will receive a private service. The first visit will be used to schedule the work
with the homeowner, coordinate its details, and confirm the existing service diameters.
The Contractor will review the proposed service alignment with the homeowner and
determine the service’s required diameter based on the size of the existing service and its
fire sprinkler system requirements (if applicable). The second visit will be used for the
installation of the new service. Due to the schedule of the main line installations, a third
visit may be required to connect the private service at the new meter in the right of way
and at the house connection or tie-in point. The third visit would also be used to remove
the existing meter and box and cutoff the abandoned service piping.
The Contractor will replace all disturbed landscaping and irrigation improvements in kind.
All areas shall be hand dug or excavated using a walk-along trencher unless otherwise
agreed upon by the city and Property Owner. The maximum trench width shall be 8
inches and the total surface disturbance width shall be limited to 3 feet. All trenches will
be backfilled or barricaded at the end of each day. All disturbances to existing structures
and landscape features shall be repaired or replaced to the Property Owner’s
satisfaction at the expense of the Contractor. Payment for landscape replacement
associated with private service replacement shall be included in the per foot service
installation cost.
When replacing improvements in kind, the Contractor shall give the Property Owner the
opportunity to approve the plants or materials before they are installed. The Contractor
shall always maintain driveway access to homes.
The Contractor may install service piping by open trench excavation and boring as needed
to avoid existing improvements. The service piping will be installed at a minimum depth of
thirty inches. All installations under paving, hardscape, structures, and walls will be
installed by boring unless noted otherwise on the plans and approved by the city.
The Contractor shall coordinate the shutdown of existing services with the city and the
Property Owner. The existing water service shall be shut down a maximum of two hours at
a time. If a shutdown is necessary, the Contractor shall notify the affected customers in
writing seven days in advance. The Contract Administrator shall approve of the shutdown
schedule and the notification letter prior to it being sent out. A second notice shall be
delivered to the affected customers 48 hours in advance. If the existing water service is
shutdown longer than the allowable time, a $500.00 penalty will be assigned for each 15
minutes of additional time or portion thereof that the water service is shut down.
Chandler Water Main Replacement
SP-51
All newly installed services shall be flushed for three minutes before they are connected.
Flushing shall be performed such that water is flushed away from existing building
connections.
Existing services that are to be intersected by new services or waterline shall remain in
service until the Contractor is prepared to make the proposed connection. The Contractor
shall provide and install any necessary reducers, expansions, or couplings necessary to
connect to the existing plumbing. Prior to connecting to the existing service, the new
service shall be pneumatically pressure tested per the International Plubming code.
Should the existing plumbing fail during the connection, the Contractor shall repair the
failure at no additional cost.
All work performed shall be warrantied for a minimum of 1 year from final
acceptance. Any repair or replacement work required during the 1-year warranty
period shall be handled by the Contractor at no additional cost to the city or Property
Owner. The Contractor’s cost under this item shall include coordination with Property
Owners on warranty issues.
Measurement and Payment: The private service shall be paid for on a lump sum basis
as indicated on the Schedule of Values which amount shall be considered full
compensation for all materials and services necessary to complete the work as shown on
the plans. This item includes the installation of connections, tubing, removals, salvage,
replacements, restoration, and appurtenant fittings. Finally, this cost will include any
private paving, private curb, private curb and gutter, hardscape, or driveway materials
removed and replaced due to the installation of the proposed services. The Contractor
shall attempt to protect existing curb, hardscape, and driveways by boring under them.
The Contractor shall prepare a boring plan and profile for each trenchless service
installation per COC Std. Det. C-112 for review and approval. All existing utilities that cross
the service must be potholed prior to the preparation of the bore profile. Should the
existing surface improvement crack during boring, it shall be removed and replaced
between the nearest joints.
Any work required to be performed but not shown on the plans or work in excess of the
plan quantities, shall be compensated under ITEM 610145 PRIVATE SERVICES
(CUSTOMER SIDE) EXTRA WORK ALLOWANCE. Prior city approval must be provided
before extra work is performed
ITEMS 610150 RESIDENT ITEM RELOCATION (ALLOWANCE)
General: Contractor shall attempt to notify residents if their personal items will need to
be relocated prior to construction. If residents are unresponsive or unable to relocate
these items, Contractor will relocate these items on behalf of the resident.
Measurement and Payment: The measurement and payment for the relocation of
property shall be an allowance based on the value shown in the Schedule of Values and
billed on a Time and Materials basis. Contractor shall be compensated for labor,
equipment, materials and subcontractor costs related to the temporary relocation of these
Chandler Water Main Replacement
SP-52
resident items.
ITEMS 610304 THROUGH 610316 WATERLINE CONSTRUCTION
General: Waterline construction shall conform to MAG and COC Sections 610 and
611, MAG Section 750, and AWWA C900 as supplemented herein. Gate valves and
combination air/vacuum valves shall conform to MAG and COC Section 630 as
supplemented herein.
Materials: Delete text of Section 610.3 and insert the following.
Water distribution lines shall be constructed of 4, 6, 8, 12, and 16-inch Ductile Iron Pipe
(DIP) or C900 PVC. The 16-inch piping, piping that requires additional protection for
sewer crossings, and the piping in vertical realignments must be DIP. All ductile iron
pipes shall have bell and spigot joints unless otherwise noted on the construction
plans. All proposed waterline joints shall be restrained as required by the construction
plans. Refer to the City of Chandler List of Approved Products, latest edition for
approved pipe materials and joint-restraining materials. Connections to existing
waterlines shall include the required fittings or adapters needed to connect to piping
made of different materials, different diameters, and/or out of round pipe. Although the
construction plans were prepared based on ductile iron pipe, C900 PVC is an
acceptable alternative pipe material.
Section 610.6.1 shall be appended as follows:
The installation of all DIP will include the application of blue polyethylene protection
wrap (polywrap) per AWWA C105. Use polywrapped DIP fittings and restraints on
all PVC installations. Thrust blocks are not allowed on this installation. PVC piping
shall be restrained with joint restraints based on the restrain lengths called out on
the plans in accordance with the City of Chandler List of Approved Products, latest
edition.
Proposed waterlines shall be installed in 20’ straight pipe segments with joint deflections
less than manufacturer’s recommendations in curved alignments unless otherwise
noted on the plans. Joint deflection shall always be less than 4 degrees.
The minimum pressure class of all waterlines shall be Class 350 and fittings shall be
Class 250.
All proposed waterlines shall be installed at the depths shown on the plans. The
minimum cover shall be 36 inches for 6” and 8” pipe and 48 inches for 12” and 16” pipe,
unless specifically noted otherwise on the plans or as required to avoid existing utilities.
Depths less than the minimum cover must be approved in writing by the city prior to
installation.
Construction Methods: Modify Section 610.4 as follows:
Chandler Water Main Replacement
SP-53
Trenching, backfilling, and compaction shall be in accordance with this Section and the
detail provided in the project drawings.
All compaction efforts within public right-of-way will be Type I per Table 601.2 unless
otherwise noted. Compaction testing will be as required by the city Inspector or his
authorized representative. Backfill in 4-inch loose lifts and mechanically compact. City will
provide initial compaction testing. Contractor will be responsible for correcting any
compaction deficiencies and Contractor shall pay for any subsequent compaction testing
required by the city to correct deficiencies.
Connections to existing ductile iron piping shall include long body sleeves with Megalug
connections on each side of the sleeve. Connections to existing asbestos cement and
cast-iron piping shall be made with a pre-approved Romac or Hymax coupling that is only
restrained on the new piping or ductile iron side on the coupling and is accompanied by a
thrust collar.
Polyethylene protection wrap (polywrap) shall not be placed on piping until immediately
before placing pipe in the trench.
No excavated or backfill material shall be stockpiled in the right of way. Roadway shall be
cleaned and swept at the end of each day to the satisfaction of the city Inspector.
Cut-In Connections to Existing Mains: Append MAG Section 610.11 with the following:
The existing waterlines affected by this project shall be shut down a maximum of six (6)
hours at a time. If a shutdown is necessary, the Contractor shall notify the affected
customers in writing seven days in advance. The Construction Manager shall approve
of the shutdown schedule and the notification letter prior to it being sent out. A second
notice shall be delivered to the affected customers 48 hours in advance. Shutdowns
may be scheduled at night to reduce the effect on customers at the city’s request. The
Contractor shall be responsible for payment for all overtime and off-hours inspection,
testing services, and labor burden that occur outside the normal and excepted working
hours indicated herein.
For water service connection taps, see the applicable technical specification.
The city does not guarantee all shutdowns will be completely dry. The Contractor shall
have adequate pumping equipment to keep trenches free of water during all shutdowns.
Measurement and Payment: Measurement for payment shall be in linear foot of pipe.
This item shall be inclusive of the new pipe, fittings, restraints, locator wire, trenching,
bedding, and backfill.
ITEM 610600 CUT AND CAP EXISTING PIPING
General: Conform to MAG and COC Sections 610 as supplemented herein.
Chandler Water Main Replacement
SP-54
This item shall incorporate all cuts, caps, plugs, and blind flanges called out by location on
the plans.
The installation of pipe plugs/caps/blind flanges shall include cutting and removing any
piping required to install the proposed plugs. Buried plugs shall include capping the end
of pipe in accordance with MAG Standard Detail 427. Any plugs that will be exposed to
pressure shall include a thrust block in accordance with MAG Standard Detail 380. Any
caps at existing valves shall include a blind flange with the same pressure rating as the
existing valve. All materials between cuts shall be removed and disposed of in
accordance with Federal, State, and Local Government requirements.
Measurement and Payment: The cost for all materials, concrete, cutting, removing
pipe, and any other costs described above are to be included under the cost of each
cut and cap as indicated on the Schedule of Values regardless of pipe size and
material.
ITEM 610700 WATER AND SEWER PROTECTION
General: Conform to MAG and COC Sections 610 as supplemented herein.
The Contractor shall verify the minimum vertical and horizontal separation is present when
the proposed water crosses and an existing sewer service or sewer line. When the
clearance is not available, the Contractor shall notify the city and recommend an
encasement or vertical realignment for review and approval. When an encasement is
required or called out on the plans, it will be installed in accordance with MAG Standard
Detail 404. The encasement forms and reinforcing must be inspected and approved
before it is poured.
Measurement and Payment: Measurement for payment shall be in linear foot of
concrete encasement per MAG 404. This item shall be inclusive of the locating and
exposing existing piping, concrete, reinforcement, forms, finishing, transport, equipment,
labor and all other work or items necessary or incidental for completion of the item.
ITEM 610800 FIRE HYDRANT
General: Conform to MAG and COC Sections 610 except as modified herein.
The Contractor’s surveyor shall stake out all the project’s hydrants in advance of trenching
activities. Based on this staked location, the Contractor shall verify that the proposed
hydrant location satisfies the city’s required hydrant clearances. If it does not, the
Contractor will propose an alternative location. The city Inspector will then review all the
proposed and alternative hydrant locations and final adjustments will be made based on
the city’s input.
The installation of a new fire hydrant shall include its roadway marker.
Measurement and Payment: Measurement shall be per each number of hydrants
Chandler Water Main Replacement
SP-55
installed. Payment will be at the unit price for the installation of each hydrant complete
in place and in operating condition. The unit price of each hydrant shall include staking,
reviewing, and adjusting the hydrant locations, postings, the installation of restrained
piping from the water main tee to the hydrant, the shut off valve, and the hydrant
pavement marker.
ITEM 610900 FIRE RISER
General: This item applies to fire risers. Conform to City of Chandler Standard Detail
FD102.
Measurement and Payment: Measurement shall be per each number of fire risers
installed. Payment will be at the unit price for the installation of each fire riser complete
in place and in operating condition. The unit price of each fire riser shall include staking,
reviewing, and adjusting the fire riser locations, the installation of piping and fittings from
the backflow prevention assembly to the fire riser, the fire riser, and the fire department
Siamese connection.
ITEM 619902 WATER METER ASSEMBLY (4”) AND CONCRETE METER VAULT
General: The 4” water meter assembly and concrete meter vault shall conform to MAG
and COC Standard Specifications Sections 610 and 725, and COC Standard Detail C-
316, except as modified by the construction plans and details. Water meter assemblies will
be provided by the city and installed by the Contractor. This item shall incorporate the
vault, footing, crushed rock floor, seals, lids, hatches, and vents.
The Contractor shall prepare shop drawings of the proposed vault and its contents for
approval prior to ordering it. These drawings will be based on the existing meter
assemblies provided by the city and the fittings and piping the Contractor intends on
installing within them to verify their interior dimensions. The penetration locations within
the vault walls shall be based on potholing data collected by the Contractor. The joints
between the valves’ hatches, lids, and vertical sections shall include mastic seals.
Measurement and Payment: Measurement for and payment for these items will be
based on unit cost per each water meter assembly and vault installed and shall include
the installation of the provided water meter assembly, piping, fittings, restraints, piping
supports, and valves within the meter vault; forms, finishing, excavation, transport,
equipment, labor and all other work or items necessary or incidental for completion of
the item. The Contractor shall pick up the meter assembly at a location specified by the
city and deliver them to the project site.
ITEMS 630306 THROUGH 630316 VALVES
Valve boxes shall comply with City of Chandler Section 630, Chandler Standard Detail
C-307, and MAG Standard Detail 391 for cast-iron valve boxes. The boxes shall include
a top section, and adjustable extension of length required for depth of burial of valve, a
locking lid with the lettering “water”, a bottom section with a base of an appropriate size
Chandler Water Main Replacement
SP-56
to fit over valve, and an approximately 5-inch-diameter barrel. Valve box lids shall
include a pentagonal bolt pattern.
Measurement and Payment: Measurement of shut off valves shall be made on an
“each” basis with the number and size as identified in the plans. Payment shall be made
at the contract unit price per each valve installed and shall include material, excavation,
concrete supports, restraints, box and cover, concrete ring, extension of locator wire
within valve boxes, labor and all other work or items necessary or incidental for
completion of the item.
ITEMS 630401 THROUGH 630407 TAPPING SLEEVE & VALVES
Tapping sleeve and valve installations shall be in accordance with MAG Standard Detail
340. All sleeves shall be 360-degree, full circle sleeves that are made of 14-gauge 304
stainless steel. The sleeve’s gasket will be a minimum of ¼ thick and permanently
attached. All hardware will also be stainless steel. The Contractor shall level and
compact the soils under the footprint of the tapping machine and verify the weight of the
machine does not hang on the TS&V during installation.
Measurement and Payment: Measurement of tapping sleeves and valves shall be
made on an “each” basis with the number and size as identified in the plans. Payment
shall be made at the contract unit price per each sleeve and valve installed and shall
include material, excavation, tapping, concrete supports, restraints, sleeve, valve, box
and cover, concrete ring, labor and all other work or items necessary or incidental for
completion of the item.
ITEMS 630517 REMOVE AND SALVAGE EXISTING INSERTION VALVES
General: The Contractor shall remove and salvage existing Mueller PermaSeal
Insertion Valves. The Contractor shall deliver the salvaged valves to a location
determined by the city. Removal of the insertion valves shall consist of cutting the
existing pipe 2 feet away from the valve on each side. Both remaining ends of the
existing pipe shall be capped as defined per the Cut and Cap Existing Piping
section.
Measurement and Payment: Measurement shall be per each insertion valve removed.
Payment shall be made at the contract unit price per each insertion valve removed and
shall include material, excavation, bedding, ½ sack backfill, caps, delivery of salvaged
components, labor and all other work or items necessary or incidental for completion of
the item. These items shall also include removing the insertion valve in accordance
with the manufacturer’s recommendations.
ITEM 630600 COMBINATION AIR/VACUUM VALVES
All combination air/vacuum valves shall be 2-inches and per the City of Chandler list of
approved products. All combination air/vacuum valve assemblies shall comply with
COC Standard Detail No. C-319.
Chandler Water Main Replacement
SP-57
Measurement and Payment: Measurement of combination air/vacuum valves shall be
made on an “each” basis as identified in the plans. Payment shall be made at the
contract unit price per each valve installed and shall include material, excavation,
tapping, service saddle, tubing, fittings, valves, supports, meter boxes, concrete
supports, labor and all other work or items necessary or incidental for completion of the
item.
ITEM 800000 MOBILIZATION/DEMOBILIZATION
General: The city shall compensate the Contractor for a one-time, round-trip
mobilization/demobilization of the contractor’s personnel equipment, supplies and
incidentals, safety supplies, small tools, establishment of offices, buildings, and other
facilities required for the performance of the work on the project, including preparatory work
and operations prior to the commencement of the work on the project site.
Measurement and Payment: Payment for mobilization/demobilization will be by lump
sum as a single complete unit of work. Payment shall be made in equal one-third
portions. The first payment will be paid with the Contractor’s initial billing. The second
payment will be made when the total payments to the Contractor for the pay items,
exclusive of payments for mobilization/demobilization, equal greater than one-half of the
initial contracted amount, exclusive of mobilization/demobilization. The remaining one-
third will be paid as part of the final payment due to the Contractor upon final acceptance
of the project.
ITEM 800010 GENERAL CONDITIONS
General: The city shall compensate the Contractor for supervision including Project
Superintendent, Assistant Project Superintendent, Project Manager, and Project
Engineer. Additionally, city shall compensate the Contractor for providing storage
containers, project signs, portable toilets, pre and post construction photos,
dumpster(s), potable water and ice, end-of-project clean up and associated dump fees.
Finally, if pre-approved by the city, the Contractor shall be compensated for a site office
trailer and its associated utilities, construction yard rental fees, IT equipment and
monthly fees, monthly office equipment costs, and cleaning services.
Measurement and Payment: Measurement shall be by the Month (“MO”). Payment shall
be at the contract unit rate and quantity included in the Schedule of Values and billed
monthly following the Notice to Proceed until Final Completion.
ITEM 800040 DAILY SITE MAINTENANCE AND SWEEPING
General: The city shall compensate the Contractor to perform Daily Site Maintenance and
Sweeping on the Project.
Measurement and Payment: Measurement shall be by the Month (“MO”). Payment shall
be at the contract unit rate and quantity included in the Schedule of Values and billed
monthly following the Notice to Proceed until Final Completion.
Chandler Water Main Replacement
SP-58
ITEM 800050 NEIGHBORHOOD NOTIFICATIONS (ALLOWANCE)
General: The city shall compensate the Contractor for notifying residents of upcoming work.
Services under this allowance will include placing door hangers and sign placement on
streets prior to slurry seal application.
Measurement and Payment: Payment shall be paid at the lump sum price indicated on
the Schedule of Values.
ITEM 800060 PRIVATE PROPERTY LOCATE SERVICE (ALLOWANCE)
General: The city shall compensate the Contractor to locate utilities on private property.
Measurement and Payment: Payment shall be based on cost of work plus the approved
markup structure on the Schedule of Values.
ITEM 800070 FLOOD IRRIGATION – PROTECT & REPAIR (ALLOWANCE)
General: The city shall compensate the Contractor all costs related to locating, protecting
(shoring and supports), and repairing private and SRP flood irrigation lines encountered on
the project.
Measurement and Payment: Payment shall be based on cost of work plus the approved
markup structure on the Schedule of Values.
ITEM 800090 PRIVATE SEWER SERVICE REPLACEMENT (ALLOWANCE)
General: It is anticipated that existing sewer services in the vicinity of the project were
constructed using “Orangeburg” pipe which may require replacement. As a result, the city
will compensate the Contractor to repair or replace sections of private sewer services that
are in unsatisfactory condition and encountered during construction. The Contractor shall
repair or replace sections of a private sewer service at no cost to the City if the existing
service is damaged during construction due to the Contractor’s negligence. If the
Contractor hits a sewer service during excavation or does not support an existing sewer
properly when crossing under it, the Contractor will be responsible for the replacement cost.
Measurement and Payment: Payment shall be based on cost of work plus the approved
markup structure on the Schedule of Values.
ITEM 800100 CONSTRUCTION CONTINGENCY
General: This item shall be reserved for compensation of the Contractor by the city using
the Construction Contingency. This item shall be used as provided for in General Conditions
15.4.1.
Measurement and Payment: Payment shall be as provided for in General Conditions
15.4.1 and the cost of work plus the approved markup structure on the Schedule of Values.
Chandler Water Main Replacement
SP-59
ITEM 9000000 OWNER’S CONTINGENCY
General: This contingency will cover work not described above and as directed by the
Owner. The Contractor will be required to receive city approval prior to using the
allowance. A detailed proposal including the cost, implementation plan, materials, labor,
subcontractors, and schedule shall be submitted to the city for review and approval.
Chandler Water Main Replacement
APPENDIX A
GEOTECHNICAL EVALUATION
Geotechnical Evaluation
Chandler Water Main Replacement 2022
Various Locations
Chandler, Arizona
GHD
4747 North 22nd, Suite 200 | Phoenix, Arizona 85016
April 28, 2023 | Project No. 607398001
Geotechnical | Environmental | Construction Inspection & Testing | Forensic Engineering & Expert Witness
Geophysics | Engineering Geology | Laboratory Testing | Industrial Hygiene | Occupational Safety | Air Quality | GIS
3202 East Harbour Drive | Phoenix, Arizona 85034 | p. 602.243.1600 | www.ninyoandmoore.com
April 28, 2023
Project No. 607398001
Mr. Bill Roberts, PE
GHD
4747 North 22nd Street, Suite 200
Phoenix, Arizona 85016
Subject:
Geotechnical Evaluation
Chandler Water Main Replacement 2022
Various Locations
Chandler, Arizona
Dear Mr. Roberts:
In accordance with our proposal dated March 10, 2022, and your authorization, Ninyo & Moore
has performed a geotechnical evaluation for the above-referenced site. The attached report
presents our methodology, findings, conclusions, and recommendations regarding the
geotechnical conditions at the project site.
Ninyo & Moore appreciates the opportunity to be of service to you on this project.
Respectfully submitted,
NINYO & MOORE
Kenneth Rush, III, PE
Senior Engineer
Steven D. Nowaczyk, PE
Managing Principal Engineer
KR/SDN/tlp
4/28/2023
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
i
CONTENTS
1
INTRODUCTION
1
2
SCOPE OF SERVICES
1
3
SITE DESCRIPTION
2
4
AERIAL PHOTOGRAPH REVIEW
2
5
PROPOSED CONSTRUCTION
3
6
FIELD EXPLORATION AND LABORATORY TESTING
4
6.1
Current Explorations
4
6.2
Previous Explorations
4
6.3
Laboratory Testing
4
7
GEOLOGY AND SUBSURFACE CONDITIONS
5
7.1
Geologic Setting
5
7.2
Subsurface Conditions
5
7.2.1
Asphalt Concrete and Aggregate Base
6
7.2.2
Fill
6
7.2.3
Alluvium
6
7.2.4
Groundwater
6
8
GEOLOGIC HAZARDS
6
8.1
Land Subsidence and Earth Fissures
6
8.2
Faulting
7
8.3
Expansive Soils
7
8.4
Collapsible Soils
8
9
GEOTECHNICAL CONSIDERATIONS
8
10
RECOMMENDATIONS
9
10.1
Instrumentation and Documentation
9
10.1.1
Documentation of Existing Conditions
9
10.1.2
Lateral Movement of Shoring Support System
10
10.1.3
Ground Surface Settlement
10
10.2
Earthwork
10
10.2.1
Excavations
10
10.2.2
Temporary Slopes
11
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
ii
10.2.3
Temporary Shoring and Trench Boxes
12
10.2.4
Bottom Stability
12
10.2.5
Construction Dewatering
12
10.2.6
Fill Material
12
10.2.6.1
Reuse of On-site Soils
12
10.2.6.2
Imported Fill Material
13
10.3
Pipe Bedding and Modulus of Soil Reaction (E’)
13
10.4
Fill Placement and Compaction
14
10.5
Controlled Low Strength Material (CLSM)
16
10.6
Trenchless Installation
16
10.7
T-Top Pavement Replacement
18
10.8
Corrosion
18
10.9
Concrete
19
10.10
Site Drainage
20
10.11
Pre-Construction Conference
20
10.12
Construction Observation and Testing
20
11
LIMITATIONS
20
12
REFERENCES
22
TABLES
1 – Summary of Aerial Photograph Review
2
2 – Boring Summary
4
3 – Modulus of Soil Reaction (E’) for Native Soils
14
4 – Summary of Compaction Recommendations
15
5 – Summary of Corrosivity Testing Results
18
6 – ACI Requirements for Concrete Exposed to Sulfate-Containing Soil
19
FIGURES
1 – Site Locations
2A – 2C – Boring Locations
3 – Lateral Earth Pressures for Braced Excavation
4 – Pipe Bedding Guidelines
5 – Jacking Force Resistance Diagram
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
iii
APPENDICES
A – Boring Logs
B – Laboratory Testing
C – Ninyo & Moore Boring Logs – 2020
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
1
1
INTRODUCTION
In accordance with our proposal dated March 10, 2022, and your authorization, we have
performed a geotechnical evaluation for the proposed Chandler Water Main Replacement 2022
Projects to be located in Chandler, Arizona. The purpose of our evaluation was to assess the
subsurface conditions at the project sites in order to provide geotechnical recommendations for
design and construction. This report presents the results of our evaluation, and our geotechnical
considerations and recommendations regarding the proposed construction.
2
SCOPE OF SERVICES
The scope of our services for this project generally included:
•
Reviewing readily available geotechnical data, aerial photographs, and published geologic
literature, including maps and reports pertaining to the project site and vicinity.
•
Obtaining City of Chandler (COC) permission to conduct the field work.
•
Conducting a geologic reconnaissance of the site.
•
Marking out the boring locations at the project site and notifying Arizona 811 of the boring
locations prior to drilling.
•
Arranging for a private utility locator to evaluate underground utilities at our boring locations
east of Alma School Road due to unknown location of private irrigation line.
•
Arranging for appropriate traffic control services to be implemented during our field work
activities.
•
Drilling, logging, and sampling 21 exploratory borings to depths ranging from approximately
9 to 15 feet below ground surface (bgs). The boring logs are presented in Appendix A.
•
Collecting soil samples in the borings at approximately 2.5 and 5.0-foot intervals using
ASTM International (ASTM) Methods D1586 (Standard Penetration Test with split-spoon
barrel sampling of soils) and D3550 (ring-lined barrel sampling of soils) for laboratory testing
and analysis.
•
Performing laboratory tests on selected samples obtained from the borings to evaluate
in-situ moisture content and dry density, gradation, Atterberg limits, maximum density,
consolidation, and corrosivity characteristics (including pH, minimum electrical resistivity,
and soluble sulfate and chloride contents). The in-situ moisture content and dry density
results are presented on the boring logs in Appendix A. The remainder of the laboratory test
results are presented in Appendix B.
•
Preparing this report presenting our findings, conclusions, and recommendations regarding
the design and construction of the project.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
2
Our scope of services did not include environmental consulting services such as hazardous
waste sampling or analytical testing at the site. A detailed scope of services and estimated fee
for such services can be provided upon request.
3
SITE DESCRIPTION
The project sites are located within the Arrowhead Meadows, Tyson Manor, and Sunset Manor
subdivisions in Chandler, Arizona (Figure 1). Arrowhead Meadows is located southwest of
Erie Street and Alma School Road; Tyson Manor is located northwest of Erie Street and Alma
School Road; and the Sunset Manor site is located northwest of Chandler Boulevard and
Hartford Road. At the time of our evaluation, the sites consisted of residential properties with
collector streets, except Alma School Road and Chandler Boulevard, bordered by residential
and commercial properties.
According to the Chandler, Arizona 7.5-Minute United States Geological Survey Topographic
Quadrangle Map (2021), the Arrowhead Meadows site is at an average elevation of roughly
1,201 feet relative to mean sea level (MSL), the Tyson Manor site is at an average elevation of
1,204 feet relative to MSL, and the Sunset Manor site is at an average elevation of
1,207 feet relative to MSL. Based on information from this topographic quadrangle map, the
ground surface at the site vicinity gently slopes from the east to the west.
4
AERIAL PHOTOGRAPH REVIEW
Aerial photographs dated 1937 through 2022 from the Maricopa County website, Google Earth
and Historic Aerials website were reviewed for this project. A summary of the observations
noted for each aerial photograph is presented in Table 1:
Table 1 – Summary of Aerial Photograph Review
Photograph
Date(s)
Site
Adjacent Properties
1937, 1949, 1953
All three subdivisions
depicted as agricultural
land. Alma School
Road, Galveston
Street, Hartford Street
and Chandler
Boulevard alignments.
Scattered residential
properties.
North:
Agricultural land.
South:
Agricultural land.
East:
Agricultural land and residential
development.
West:
Agricultural land.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
3
Table – Summary of Aerial Photograph Review
Photograph
Date(s)
Site
Adjacent Properties
1959, 1961, 1962,
1967, 1970-1982,
1984
Tyson Manor, and
Sunset Manor depicted
as partially developed.
Arrowhead Meadows
remains agricultural
land until 1961.
Arrowhead Meadows
Park.
North:
Commercial and residential properties.
Scattered agricultural parcels.
South:
Commercial and residential properties.
Scattered agricultural parcels.
East:
Commercial and residential properties.
Scattered agricultural parcels.
West:
Agricultural land.
1986, 1993, 1996,
1998, 2000-2022
All three subdivisions
depicted as similar to
current conditions.
North:
Commercial and residential properties.
South:
Commercial and residential properties.
East:
Commercial and residential properties.
West:
Commercial and residential properties.
5
PROPOSED CONSTRUCTION
The project includes the design and construction of new water mains in Chandler, Arizona within
the three subdivisions previously described. We understand the new construction will service
the surrounding residential and commercial properties in the area. The new water mains are
assumed to have invert elevations on the order of 10 feet bgs, or less. Traditional cut-and-cost
construction techniques are assumed to be used over much of the alignments; however,
trenchless (jack-and-bore) methods may be implemented at larger intersections or key project
locations.
Arrowhead Meadows will have 6,900 linear feet of water main replacement. Water main
replacements will generally occur within Erie Street, Comanche Drive, Apache Drive, and
Chippewa Place. The main line along Chandler Boulevard will remain; however, new service will
be connected to this existing line.
Tyson Manor will have 6,585 linear feet of water main replacement. Water main replacements
will generally occur within Erie Street, Flint Street, Tyson Street, Oakland Street, Tulsa Street,
Galveston Street, Pleasant Drive and Alma School Road. The main line along Jay Street will
remain; however, new service will be connected to this existing line.
Sunset Manor will have 5,461 linear feet of water main replacement. Water main replacements
will generally occur within Erie Street, Flint Street, Detroit Street, Toledo Street,
Chandler Boulevard Frontage Road, and Vine Street. The main lines along Sunset Drive,
Evergreen Street, Chandler Boulevard and Hartford Road with remain; however, new service
with be connected to these existing lines.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
4
6
FIELD EXPLORATION AND LABORATORY TESTING
The following report sections describe our field and laboratory activities.
6.1 Current Explorations
On March 14, 15 and 16, 2023, Ninyo & Moore conducted a subsurface exploration at the sites
in order to evaluate the subsurface conditions and to collect soil samples for laboratory testing.
Our evaluation consisted of drilling, logging, and sampling 21 small-diameter borings using a
CME-75 truck-mounted drill rig equipped with hollow-stem augers. The borings, denoted as
B-1 through B-21, extended to depths ranging from approximately 9 to 15 feet bgs (Figure 2).
Bulk and relatively undisturbed soil samples were collected at selected intervals. Descriptions of
the soils encountered are presented in the boring logs in Appendix A. Table 2 presents the
general location and depth of each boring at the site.
Table 2 – Boring Summary
Subdivision
Borings
Approximate Depth (ft)
Arrowhead Meadows
B-1 through B-7
10
Tyson Manor
B-8 through B-14
9 to 10
Sunset Manor
B-15 through B-21
10 to 15
6.2 Previous Explorations
A previous Ninyo & Moore geotechnical exploration from 2020 was performed for the Westwood
Manor water main replacement project along lines that will connect to the Sunset Manor area
prior to this design effort and was utilized in our evaluation for this design effort. The
approximate locations of these 2020 explorations are shown on Figure 2C and boring logs for
these borings are included in Appendix C.
6.3 Laboratory Testing
The soil samples collected from our drilling activities were transported to the Ninyo & Moore
laboratory in Phoenix, Arizona. In addition, Ninyo & Moore performed laboratory tests on
selected samples obtained from the borings to evaluate the in-situ moisture content and dry
density, gradation, Atterberg limits, maximum density, consolidation, corrosivity characteristics
(including pH, minimum electrical resistivity, and soluble sulfate and chloride contents).
The in-situ moisture content and dry density results are presented on the boring logs in
Appendix A. A description of the laboratory testing as well as the remainder of the laboratory
test results are presented in Appendix B.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
5
7
GEOLOGY AND SUBSURFACE CONDITIONS
The geology and subsurface conditions at the site are described in the following sections.
7.1 Geologic Setting
The project site is located in the Sonoran Desert Section of the Basin and Range physiographic
province, which is typified by broad alluvial valleys separated by steep, discontinuous,
subparallel mountain ranges. The mountain ranges generally trend north-south and
northwest-southeast. The basin floors consist of alluvium with thickness extending to several
thousands of feet.
The basins and surrounding mountains were formed approximately 10 to 18 million years ago
during the Mid- to Late-Tertiary. Extensional tectonics resulted in the formation of horsts
(mountains) and grabens (basins) with vertical displacement along high-angle normal faults.
Intermittent volcanic activity also occurred during this time. The surrounding basins filled with
alluvium from the erosion of the surrounding mountains as well as from deposition from rivers.
Coarser-grained alluvial material was deposited at the margins of the basins near the
mountains.
The surficial geology of the three sites is described as Late and Middle Pleistocene
(10,000 to 750,000 years) age fine-grained basin-floor deposits. The United States Department
of Agriculture Web Soil Survey described the site as generally consisting of Contine clay, Mohall
Sandy, and Mohall Loam.
Loam is an agriculture soil classification that refers to a soil comprised of a mixture of clay, silt,
and sand. The loam in this region has historically comprised of lean clays, fat clays, clayey
sands, and silty sands in the upper five feet of material.
7.2 Subsurface Conditions
Our knowledge of the subsurface conditions at the project site is based on the results of our
exploratory borings and our understanding of the general geology of the area. The boring logs
contains our field test results, as well as our interpretation of the conditions likely to exist
between actual samples retrieved. Therefore, the boring logs contains both factual and
interpretive information. Lines delineating subsurface strata on the boring logs are intended to
group soils having similar engineering properties and characteristics. They should be
considered approximate, as the actual transition between soil types may be gradual. Detailed
stratigraphic information as well as a key to the soil symbols and terms used on the boring logs
are provided in Appendix A.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
6
7.2.1
Asphalt Concrete and Aggregate Base
Asphalt concrete (AC) was encountered at the surface of each of our borings and ranged in
thickness from approximately 2 to 5 inches. Aggregate base (AB) was observed underlying
the AC, and ranged in thickness from approximately 3 to 5½ inches in our borings.
7.2.2
Fill
Undocumented fill soils were encountered beneath the AB in boring B-3, to a depth of
approximately 3 feet. The fill generally consisted of loose clayey sand (SC) in our boring.
7.2.3
Alluvium
Native alluvial soils were encountered beneath the AB in our borings, and beneath the AB
and fill soils in boring B-3 as described above, and extended to the boring termination
depths. In our borings, the alluvium generally consisted of stiff to hard lean clays (CL) and
loose to very dense clayey sands (SC), silty sands (SM), and poorly graded sands (SP).
Varying quantities of gravel and scattered caliche nodules with moderate degrees of
cementation were also observed in our borings.
7.2.4
Groundwater
Groundwater was not encountered in our borings. Based on well data from the
Arizona Department of Water Resources, the depth to groundwater has been estimated to
be about 130 feet bgs. Groundwater levels can fluctuate due to seasonal variations,
irrigation, groundwater withdrawal or injection, and other factors.
8
GEOLOGIC HAZARDS
The following sections describe regional geologic hazards, including land subsidence, earth
fissures, and faults, and collapsible soils.
8.1 Land Subsidence and Earth Fissures
Groundwater depletion, due to groundwater pumping, has caused land subsidence and earth
fissures in numerous alluvial basins in Arizona. It has been estimated that subsidence has
affected more than 3,000 square miles and has caused damage to a variety of engineered
structures and agricultural land. From 1948 to 1983, excessive groundwater withdrawal has
been documented in several alluvial valleys where groundwater levels have been reportedly
lowered by up to 500 feet. With such large depletions of groundwater, the alluvium has
undergone consolidation resulting in large areas of land subsidence (Schumann and Genualdi,
1986).
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
7
In Arizona, earth fissures are generally associated with land subsidence and pose an ongoing
geologic hazard. Earth fissures generally form near the margins of geomorphic basins where
significant amounts of groundwater depletion have occurred. Earth fissures form due to
tensional stress caused by differential subsidence of the unconsolidated alluvial materials over
buried bedrock ridges and irregular bedrock surfaces.
Based on our field reconnaissance and review of the referenced material, there are no known or
exposed earth-fissures present at the subject site. The closest documented earth fissure to
these sites is approximately 8¼ miles to the southeast of the site (AZGS, 2017). Continued
groundwater withdrawal in the area may result in subsidence of the valley and the formation of
new fissures or the extension of existing fissures. In general, land subsidence and earth fissures
are not considered to be a constraint to development on this project site.
8.2 Faulting
The site lies within the Sonoran zone, which is a relatively stable tectonic region located in
southwestern Arizona, southeastern California, southern Nevada, and northern Mexico
(Euge et al., 1992). This zone is characterized by sparse seismicity and few Quaternary faults.
Based on our field observations, review of pertinent geologic data, and analysis of aerial
photographs, Quaternary faults are not located on or adjacent to the property.
The closest documented Quaternary fault to the site is the Carefree Fault Zone, located
approximately 31 miles to the north of the sites. The Carefree Fault Zone is a series of
northwest striking discontinuous normal faults that dip to the southwest. Recent movement
along this fault was approximately 750,000 years ago during the Middle Pleistocene epoch. The
slip-rate category of this fault is less than 0.2 millimeters per year (Pearthree, 1998).
8.3 Expansive Soils
Expansive soils typically contain significant clay fractions, and the expansive characteristics of
these clay fractions depend upon a number of factors, which include clay mineralogy, degree of
compaction (density) for reworked soils, moisture content, etc. Very low to low expansive
potential soils are defined as having an Expansion Index (by ASTM D4829) of 50 or less. In
addition, expansive soils tend to have a more adverse effect on lightly loaded construction
elements (e.g., exterior flatwork, floor slabs, etc.) than on more heavily loaded foundations. The
presence of expensive soils at this site is considered low to moderate.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
8
8.4 Collapsible Soils
Collapsible soils generally consist of loose soils that exhibit a sudden decrease in volume upon
inundation with water or excessive loading. The “collapse” of the soils is attributed to clay or
cemented bonds between individual particles losing strength or dissolving when in contact with
water resulting in filling of voids. Collapsible soils can have an adverse effect on foundations,
floor slabs, pavements, and walls due to the response in the settlement. The presence of
collapsible soils at this site is considered low.
9
GEOTECHNICAL CONSIDERATIONS
Based on the results of our subsurface evaluation, laboratory testing, and data analysis, it is our
opinion that the proposed construction is feasible from a geotechnical standpoint, provided that
the recommendations of this report are incorporated into the design and construction of the
proposed project, as appropriate. Geotechnical considerations include the following:
•
An initial condition survey should be performed prior to construction to document existing
conditions of nearby and adjacent settlement-sensitive features.
•
The soils along the project alignment generally consist of interlayered deposits of cohesive
and cohesionless soils. Some of these soils were classified as loose.
•
Groundwater was not observed in our borings. Based on published well data by ADWR
groundwater has been encountered historically at 130 feet bgs at the site vicinity. In general,
groundwater is not anticipated to be a constraint to the construction of the project.
•
No known or reported geologic hazards are present underlying, or immediately adjacent to,
the project alignment.
•
Due to the widely spaced nature of our borings, soil conditions that differ from what was
encountered in our borings may be encountered during construction.
•
Conventional heavy-duty earthmoving construction equipment may be used to excavate the
waterline alignments. However, very dense sands, hard clays, gravels, and moderate levels
of caliche cementation were encountered in our borings at various depths, which could be
more difficult to excavate during construction.
•
Due to the heterogeneity of the soil conditions at the site and the loose soils encountered,
sloughing of soils during construction could occur; specifically, where the excavation abuts
other fill soils from adjacent utilities. In addition, vibrations caused by the influence of
vibrations from nearby traffic may cause sloughing into excavations.
•
Due to the presence of loose and/or cohesionless soils along the alignments, care should be
taken during excavation. Shoring or the use of trench boxes may be needed during
construction.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
9
•
Imported soils and soils generated from on-site excavation activities that exhibit a very
low to low expansion potential can generally be used as engineered fill, provided the
oversized or heavily cemented materials are either broken down or wasted. On the basis of
our evaluation, some of the on-site soils will not be suitable for re-use as engineered fill.
•
Due to the presence of gravels and caliche nodules with varying degrees of cementation,
using jack-and-bore pipe instillation methods may be difficult to perform.
•
The subgrade soils at the sites are corrosive to ferrous metals and the sulfate content of the
soils presents a negligible sulfate exposure to concrete.
10
RECOMMENDATIONS
The following sections present our geotechnical recommendations and were developed based
on our understanding of the proposed construction (Section 5), the observed subsurface
conditions (Section 7.1), and our experience. In general, the recommendations and guidelines
outlined in the Maricopa Association of Governments (MAG) Standard Specifications and
Details and/or any COC amendments should be used unless recommended differently herein.
The recommendations in this report pertain to the locations where our borings were drilled at. If
the proposed construction is changed from that discussed herein or subsurface conditions other
than those shown on the boring logs (Appendix A) are observed at the time of construction,
Ninyo & Moore should be retained to conduct a review of the new information and to evaluate
the need for additional recommendations.
10.1 Instrumentation and Documentation
Given the proximity of the planned excavations to existing settlement sensitive features,
consideration should be given to implementing documentation and instrumentation programs to
evaluate design assumptions, existing conditions, and to monitor movements, levels, and
deformations prior to and during construction. The monitoring programs may include the use of
inclinometers, convergence points, and/or an array of surface control points. The resulting data
should be reviewed and evaluated during construction. These programs should be in-place or
conducted prior to the start of construction.
10.1.1 Documentation of Existing Conditions
We recommend that a pre-construction survey be performed prior to construction on
pavements, residences, and structures within 50 feet of the proposed trench excavations.
The pre-construction survey should consist of photographic documentation of the pavement
condition, exterior portions of the buildings, including distress features, such as cracks
and/or separations that may be present. Consideration may be given to videotaping the
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
10
survey. In addition, interviews with owners should be conducted to provide knowledge of
the age and type of the buildings as well as maintenance history and utility problems.
10.1.2 Lateral Movement of Shoring Support System
We recommend that inclinometers and/or survey points be established behind excavations
located in areas where structures are located above a 1:1 (horizontal to vertical [H:V]) plane
projected from the bottom of the proposed excavations. The inclinometers or survey points
should be monitored and evaluated daily during excavation activities to provide an
advanced warning system of potential problems.
10.1.3 Ground Surface Settlement
An array of ground survey points should be installed along the pipeline alignment to monitor
settlement. The survey points should be installed as close as practical to the pipeline
alignment and incrementally away from the alignment. The contractor should be
responsible for maintaining the total settlement to less than ½-inch. If settlements reach
¼-inch, we recommend that a review of the contractor’s methods be performed and
appropriate changes be made, if needed.
Consideration should be given to placing survey monitoring points on nearby structures to
monitor the performance of the structures. In this way, a record of the performance of the
structures will be maintained and available. This information, in conjunction with
pre-construction surveys, may help in reducing potential claims and expediting and limiting
settlement of legitimate claims.
10.2 Earthwork
The following sections present our earthwork recommendations for this project. In general, MAG
and any COC construction standards and specifications are expected to apply, unless otherwise
noted.
10.2.1
Excavations
Our evaluation of the excavation characteristics of the on-site materials is based on the
results of our exploratory borings, site observations, and experience with similar materials.
In our opinion, many of the surface soils may be excavated or ripped using conventional
heavy-duty earthmoving or excavation equipment; however, due to the widely spaced
nature of our borings, soil conditions encountered during construction may differ from what
were encountered in our borings. Various quantities of very dense sands, hard clays, gravel
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
11
and caliche nodules with varying degrees of cementation were observed in our borings
which will be more difficult to excavate and will slow the rate of excavation.
Equipment and procedures should be used that do not cause significant disturbance to the
excavation bottoms. If the subgrade becomes disturbed, it should be compacted before
placing the backfill material.
The bottoms of trench excavations should expose competent soils and should be dry and
free of loose, soft, or disturbed soil. Any soft, wet, weak, or deleterious materials should be
over-excavated to expose competent soils.
10.2.2
Temporary Slopes
Excavations for this project should be designed in accordance with current applicable,
state, and federal trenching guidelines, including the Occupational Safety and Health
Administration (OSHA) requirements for excavations presented in 29 CFR Part 1926
(Revised July 1992), Subpart P, Excavations.
For planning purposes, and according to OSHA soil classifications, a "Type C" soil should
be considered for this project due to the loose and cohesionless (e.g., sandy and gravelly)
nature of the fill and alluvial soils. In general, temporary slopes excavations in competent
“Type C” soil should be inclined no steeper than 1.5:1 (H:V), however flatter slopes or
shoring may be needed.
Details for open-cut slopes and shoring based on soil type and groundwater conditions are
provided in the latest amended OSHA regulations. These details apply to temporary
open-trench excavations up to 20 feet deep. Trenches more than 20 feet deep, or in areas
where seepage is encountered should be designed by the contractor’s engineer based on
alignment-specific geotechnical analyses. Upon excavation, soil classifications and
excavation performance should be evaluated in the field by the geotechnical consultant in
accordance with the OSHA regulations.
Temporary excavations that encounter very loose to loose soil and/or groundwater seepage
or surface runoff may need shoring or dewatering. Flatter slopes or bracing should be used
if excessive sloughing or raveling is observed. If material is stored or equipment is operated
near an excavation, stronger shoring should be used to resist the extra pressure due to
superimposed loads.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
12
10.2.3 Temporary Shoring and Trench Boxes
Due to the presence of loose soil conditions, the proposed depths of the excavations, and
presence of existing utilities and structures (e.g., roadways, utilities, and buildings), it may
be preferable to temporarily shore or brace the trenches rather than using open cuts to the
base of the excavations. Temporary earth retaining systems will be subjected to lateral
loads resulting from earth pressures. Shored and braced trench excavations may be
designed using the parameters on Figure 3.
10.2.4 Bottom Stability
Bottom of the excavations should be stable for the purpose of the planned construction.
However, if excavations are open during a heavy rain event, the bottom of the trench may
become saturated and unstable. Dewatering as discussed in Section 10.2.5 below may be
anticipated in such events.
10.2.5 Construction Dewatering
Excavations that encounter seepage or surface run-off could be dewatered by pumping the
water out and away from the excavation. Such zones may call for more aggressive means
of dewatering and consultation with a qualified expert. Discharge of water from the
excavations to natural drainage channels, if needed, may entail securing a special permit.
10.2.6
Fill Material
The following sections provide our fill material recommendations for this project. The
recommendations below are provided for the finished and raw water pipelines.
10.2.6.1 Reuse of On-site Soils
On-site and imported soils that exhibit relatively low to low-moderate plasticity indices
are generally suitable for re-use as engineered fill for this project. Relatively low to
low-moderate plasticity indices are defined as a plasticity index ([PI] ASTM D4318)
value of 15 or less. The Atterberg limits tests performed on selected samples indicated
that the samples tested ranged in PI values from 0 (Non-plastic, NP) to 31. Based on
our test results, some of the on-site soils are not considered suitable for re-use as
engineered fill, if supporting settlement-sensitive features for this project. Higher PI
value soils (up to a PI value of 25) can be placed as trench backfill, provided these
soils are situated deeper than 3 feet below a new pavement or slab surface and 1 or
more foot above the top of the pipe. Additional field sampling and laboratory testing
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
13
should be conducted by the contractor during construction to better screen for any
unsuitable materials.
Suitable engineered fill should also not include organic material, construction debris, or
other non-soil fill materials. Rock particles and clay lumps should not be larger than
3 inches in dimension. Unsuitable fill material should be disposed of offsite or in
non-structural areas.
Generated excavation materials that contain oversize fraction shall not be used as
engineered fill unless the material meets the criteria given above and/or the oversize
fraction has been processed and removed from the material. Imported backfill material,
if utilized, should meet the criteria for imported fill as presented in this report. An
earthwork (shrinkage) factor of 5 to 15 percent for the on-site soils is estimated.
10.2.6.2 Imported Fill Material
Imported fill, if utilized, should consist of granular material with a very low or low
expansion potential as discussed in this report. Import material in contact with ferrous
metals should preferably have low corrosion potential (minimum electrical resistivity
more than 2,000 ohm-cm, chloride content less than 25 parts per million [ppm]). In lieu
of this, corrosion protection techniques (e.g., cathodic protection, pipe wrapping, etc.)
can be implemented. Imported material in contact with concrete should have a soluble
sulfate content of less than 0.1 percent. The geotechnical consultant should evaluate
such materials and details of their placement prior to importation. A corrosion specialist
should be consulted for recommendations.
10.3 Pipe Bedding and Modulus of Soil Reaction (E’)
We recommend the pipeline being installed using cut-and-cover techniques be supported on
4 inches or 1/12 the outside diameter of the pipe of granular bedding material such as sand and
gravel, or crushed rock meeting the MAG Section 702 Standard Specifications (Figure 4). Pea
gravel and/or crushed chips are not acceptable for this project. This bedding/pipe-zone backfill
should extend 1 foot above the pipe crown. Care should be taken not to allow voids to form
beneath the pipe (i.e., the pipe haunches should be continuously supported) to avoid damaging
the pipeline. This may involve fill placement by hand or small compaction equipment. The pipe
bedding should be moisture-conditioned and compacted as discussed in Section 10.4.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
14
The modulus of soil reaction (E´) is used to characterize the stiffness of soil backfill placed on
the sides of buried pipelines for the purpose of evaluating deflection caused by the weight of the
backfill over the pipe. For granular backfill soils for pipes, we recommend using an E´ value of
1,500 pounds per square inch (psi).E’ for native materials will vary with material type and
stiffness of the trench sidewalls. Approximate values of E’ for the materials encountered in our
borings based on US Bureau of Reclamation (2013) are presented in Table 3 below.
Table 3 – Modulus of Soil Reaction (E’) for Native Soils
Trench Wall Soil Classification
(USCS)
Approximate E’ (psi)
Loose / Firm
Medium Dense /
Stiff
Dense – Very Dense / Very
Stiff-Hard
Sandy Silt/Clay (ML, CL)
200
500
1500
Silty/Clayey Sand and Gravel (SM,
SC, SC/SM, GC)
400
700
2500
Sand (SP, GP)
700
1000
4000
10.4 Fill Placement and Compaction
In the bedding/pipe-zone, care should be taken not to allow voids to form beneath the pipe
(i.e., the pipe haunches should be supported) to avoid damaging the pipeline. This may involve
fill placement by hand or small compaction equipment. Pipe bedding guidelines are presented
on Figure 4. Prior to the placement of any new fill or other construction, the exposed soil surface
should be carefully evaluated by the geotechnical consultant for the presence of soft, loose, or
wet native soils. Based on this evaluation, additional remediation may be needed. This
additional remediation, if needed, should be addressed by the geotechnical consultant during
the earthwork operations. This could include scarification of the exposed surface, drying or
overexcavation of some materials may be appropriate.
In other areas where reuse of on-site soil as backfill is allowed, compaction of the clayey and
fine-grained soils may be difficult since the lift thickness may need to be less than
8 inches (4 to 8 inches) and increased number of passes with compaction equipment may be
needed to meet compaction requirements. Special care should be exercised to avoid damaging
the pipe or other structures during the compaction of the backfill. Compaction should be
accomplished in a manner that inhibits surface water infiltration as well as conveyance of
subsurface moisture due to the intersection of natural drainages along the alignment.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
15
New engineered fill, including pipe zone material and final backfill material should be placed in
horizontal lifts approximately 8 inches in loose thickness when compacted by mechanical
methods. If non-conventional, hand operated, compaction equipment is employed horizontal lifts
shall not exceed 4 inches in loose thickness. It is recommended that soil be compacted by
appropriate mechanical methods at moisture content as outlined in Table 4.
Table 4 – Summary of Compaction Recommendations
Description
Percent Relative
Compaction per
ASTM D698
Moisture Content
Pipe Bedding
95 percent
±2 percent of optimum
Granular Trench Backfill – Within
2 feet below pavement
100 percent
Non-Granular Trench Backfill –
Within 2 feet below pavement
95 percent
Trench Backfill –Deeper than 2 feet
below pavement
95 percent
Engineered fill used to raise grade will settle a portion of its height due to its own weight prior to
construction of the foundation systems. The magnitude of this settlement will depend on the
type of fill used. In general, the engineered fill recommended in this report is expected to settle
about 1 percent of its height.
We recommend that new pavements and exterior flatwork, if any, located outside the new
pipeline footprint be supported on an engineered fill. This zone of engineered fill should be
measured from the bottom of the AB layer and should extend to a depth of 12 inches. The zone
should be backfilled with engineered fill that is moisture-conditioned to moisture content slightly
above optimum, and compacted to 95 percent (ASTM D698).
Prior to the placement of new engineered fill (as described above), the geotechnical consultant
should carefully evaluate the resulting exposed surface. Backfilling should be accomplished by
mechanical methods; compaction by flooding or jetting should not be permitted. In addition,
particle sizes should not exceed 3 inches in diameter.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
16
10.5 Controlled Low Strength Material (CLSM)
It is our opinion that the backfill zone may be filled with CLSM. CLSM consists of a fluid,
workable mixture of aggregate, Portland cement, and water. The use of CLSM has some
advantages:
•
A narrower backfill zone can be used, thereby minimizing the quantity of soil to be
excavated and possibly reducing disturbance to the near-by traffic;
•
Relatively higher E’ values may be used (E’= 3,000 psi);
•
The support given to the connecting pipes is generally better;
•
Because little compaction is needed to place CLSM, there is less risk of damaging the
connecting pipes; and
•
CLSM can be batched to flow into irregularities in the trench bottom and walls.
The CLSM design mix should be in accordance with current MAG or Standard Specifications for
Public Works Construction standards. Additional mix design information can be provided upon
request. The 28-day strength of the material should be no less than 50 psi and no more than
120 psi.
Buoyant or uplift forces on the piping should be considered when using CLSM and prudent
construction techniques may result in multiple pours to avoid inducing excessive uplift forces.
Sufficient time should be provided to allow the CLSM to cure before placing additional lifts of
CLSM or trench backfill.
10.6 Trenchless Installation
As indicated earlier, trenchless installation methods (i.e., jack-and-bore or micro-tunneling
operations) may be implemented at larger intersections or key project locations. However, as
previously described in Section 7.2, the presence of gravels and caliche nodules with varying
degrees of cementation were observed in our borings which will be more difficult to excavate
and will slow the rate of construction during construction.
Please note that drilling between the anticipated launching (jacking) and receiving pits was not
performed during the field exploration. However, based on our knowledge of the site, caving of
the pipe shaft may occur, particularly if relatively very loose to loose or wet surface soils are
present. For stability and safety purposes, and to reduce ground movement, a perimeter shaft
support system (carrier casing) should be installed as the excavation progresses.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
17
Following the installation of the utility inside the carrier casing, the annulus space should be
in-filled with fine gravel or sand that is blown in with air from the ends or CLSM. A portion of the
gravel or sand could be blown in first (so as to fill under the haunches of the utility) to reduce the
potential for future movement of the pipe.
We recommend the contractor be responsible for the design of access shaft shapes,
dimensions and ground support systems for the launching and receiving pit excavations so that
such design can be compatible with their construction equipment and methods. Soldier piles
with lagging or other types of shored excavations may serve as a suitable system for this
project. Driven sheeting may be difficult to install because of hard ground conditions and the
possibility of encountering buried gravel, cobbles, and or boulders. In addition, driven sheeting
may cause real and perceived damage by vibrations to nearby structures.
Jacking reaction force is developed by passive soil pressure resistance to the jacking operation
against the surface of the opposite wall of the jacking pit. For the case of a jacking pit geometry,
which consists of a vertical face extending at a 1.5:1 (H:V) plane to the horizontal ground
surface, an ultimate passive resistance of 600 pounds per square foot per foot of depth may be
used (Figure 5). This value assumes no groundwater conditions. For different jacking pit
geometry, we should be contacted for supplemental recommendations. A factor of safety of 2.0
should be used to calculate the allowable jacking pit resistance.
Surface subsidence associated with these operations was not evaluated as part of our analysis.
Nevertheless, the contractor should implement a monitoring program during these operations to
observe any ground movement above and adjacent to the pipe being installed. If signs of
subsidence or disturbance are noted, construction operations should be stopped to address the
ground movement. The integrity of nearby utilities, roadways and canal lining will need to be
protected during these operations.
Excavations using trenchless construction techniques may encounter soils of little to no
cohesion, as described previously in this report. If granular and/or cohesionless material occurs
near the crown, the possibility exists for a “run-in” which could result in voids above the tunnel or
a sinkhole at the ground surface. When granular materials are encountered at the invert, the
possibility exists for bottom instability and difficulty in maintaining vertical alignment of the
tunnel. Granular materials containing appreciable amounts of silt or clay behave more favorably
to tunneling techniques than clean sands, although not as well as cohesive soils. The contractor
should be made aware of the potential for the difficult tunneling conditions described above, and
plan for them accordingly.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
18
In addition to the installation techniques described above, we also recommend that the
installation of the pipe be continued with as little interruptions as possible. A delay in the
advancement of pipe sections within the tunnel can allow for set-up of the surrounding soils in
contact with the pipe, causing increased frictional resistance along the surface of the pipe.
10.7 T-Top Pavement Replacement
In AC paved areas over trench excavations, we recommend the use of MAG “T-Top” Type
Trench Backfill (MAG detail 200-1) with respect to the AC and AB replacement at the surface of
the trench excavations, in order to reduce the potential for distress due to differential settlement
and water infiltration into the subsurface. This includes the removal of AC and AB to 1 foot or
more laterally beyond the extent of each side of the installation trench and extending to a depth
of 1 foot or more below the bottom of the asphalt layer.
In the T-Top, the thickness of AB should be 12 inches or match either the existing or design
thickness, whichever is more. We recommend a seal be placed at the saw cut joint between the
patch and the existing AC. Periodic maintenance of the pavement should be performed. The AC
thickness should be in accordance with any COC design standards, or match the existing
thickness, whichever is thicker.
10.8 Corrosion
The corrosion potential of the on-site materials across the three subdivisions was tested to
evaluate its potential effect on the ferrous metals used along the project alignments. Our
corrosion evaluation of the on-site soils is based on the results of our field and laboratory testing
done for this project. A corrosion specialist should perform their own analysis.
Laboratory testing consisted of pH, minimum electrical resistivity, and chloride and soluble
sulfate contents. The pH and minimum electrical resistivity tests were performed in general
accordance with Arizona Test 236c, while sulfate and chloride tests were performed in
accordance with Arizona Test 733 and 736, respectively. The results of these corrosivity tests
are presented in Appendix B. A summary of the corrosivity tests are presented below in Table 5.
Table 5 – Summary of Corrosivity Testing Results
Project
Alignments
pH
Resistivity
(Ohm-cm)
Sulfate Content (%)
Chloride Content
(ppm)
Arrowhead
Meadows
7.3 to 7.8
2,211 to 3,015
0.0002 to 0.0010
8 to 16
Tyson Manor
7.4 to 7.6
2,010 to 2,613
0.0004 to 0.0007
10 to 13
Sunset Manor
6.9 to 7.7
2,144 to 2,546
0.0003 to 0.0011
13 to 31
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
19
The results of the laboratory testing indicate that the on-site are corrosive to ferrous materials.
To reduce the corrosion potential of buried metallic utilities, we recommend that topsoil, organic
soils, soils, and mixtures of sand and clay not be placed adjacent to buried metallic utilities.
Rather, we suggest that sand or gravel be placed around buried metal piping. Also, buried
utilities of different metallic construction or operating temperatures should be electrically isolated
from each other to minimize galvanic corrosion problems. In addition, new piping should be
electrically isolated from old piping, if any, so that the old metal will not increase the corrosion
rate of the new metal. A corrosion specialist should be consulted for further recommendations.
10.9 Concrete
Laboratory chemical tests performed on an on-site soil samples indicated a sulfate content
ranged between 0.0002 to 0.0011 percent by weight, which represents a negligible sulfate
exposure for concrete. Based on the following American Concrete Institute (ACI) table (Table 6),
the on-site soils should be considered to have negligible sulfate exposure to concrete. Based on
the sulfate test results, and based on our experience with similar soil conditions, the specific use
of the facility, and nearby practice, we however recommend the use of sulfate resistant cement
(Type II or similar) for construction of concrete structures at this site. Due to potential
uncertainties as to the use of reclaimed irrigation water, or topsoil that may contain higher
sulfate contents, pozzolan or admixtures designed to increase sulfate resistance may be
considered.
Table 6 – ACI Requirements for Concrete Exposed to Sulfate-Containing Soil
Sulfate
Exposure
Water-
Soluble
Sulfate
(SO4) in Soil,
Percentage
by
Weight
Cement Type
Water-
Cementitious Materials
Ratio, by Weight,
Normal-Weight
Aggregate Concrete1
f’c,
Normal-Weight
and
Lightweight
Aggregate
Concrete,
psi
x 0.00689 for MPa
Negligible
0.00 - 0.10
--
--
--
Moderate2
0.10 - 0.20
II, IP(MS), IS
(MS)
0.50 or less
4,000 or more
Severe
0.20 - 2.00
V
0.45 or less
4,500 or more
Very severe
Over 2.00
V plus
pozzolan3
0.45 or less
4,500 or more
Notes:
1 A lower water-cementitious materials ratio or higher strength may be needed for low permeability or for
protection against corrosion of embedded items or freezing and thawing (ACI Table 4.2.2).
2 Seawater.
3 Pozzolan that has been evaluated by test or service record to improve sulfate resistance when used in concrete
containing Type V cement.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
20
We recommend that the structural concrete have a water-cementitious materials ratio no more
than 0.50 by weight for normal weight aggregate concrete. The structural engineer should
ultimately select the concrete design strength based on the project specific loading conditions.
Higher strength concrete may be selected for increased durability and resistance to slab curling
and shrinkage cracking.
10.10 Site Drainage
Positive surface drainage should be provided to divert water away from the trench zone and
pavements. Surface water should not be permitted to pond over the trench zone or on
pavement surfaces after construction. Water that is pumped out of the trench should be done so
in an area that drains the water away from the trench.
10.11 Pre-Construction Conference
We recommend that a pre-construction conference be held. Representatives of the owner, civil
engineer, the geotechnical consultant, and the contractor should be in attendance to discuss the
project plans and schedule. Our office should be notified if the project description included
herein is incorrect, or if the project characteristics are significantly changed.
10.12 Construction Observation and Testing
During construction operations, we recommend that a qualified geotechnical consultant perform
observation and testing services for the project. These services should be performed to
evaluate exposed subgrade conditions, including the extent and depth of overexcavation, to
evaluate the suitability of the on-site materials for use as fill and to observe placement and test
compaction of fill soils. If another geotechnical consultant is selected to perform observation and
testing services for the project, we request that the selected consultant provide a letter to the
owner, with a copy to Ninyo & Moore, indicating that they fully understand our recommendations
and they are in full agreement with the recommendations contained in this report. Qualified
subcontractors utilizing appropriate techniques and construction materials should perform
construction of the proposed improvements.
11
LIMITATIONS
The field evaluation, laboratory testing, and geotechnical analyses presented in this
geotechnical report have been conducted in general accordance with current practice and the
standard of care exercised by geotechnical consultants performing similar tasks in the project
area. No warranty, expressed or implied, is made regarding the conclusions, recommendations,
and opinions presented in this report. There is no evaluation detailed enough to reveal every
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
21
subsurface condition. Variations may exist and conditions not observed or described in this
report may be encountered during construction. Uncertainties relative to subsurface conditions
can be reduced through additional subsurface exploration. Additional subsurface evaluation will
be performed upon request. Please also note that our evaluation was limited to assessment of
the geotechnical aspects of the project, and did not include evaluation of structural issues,
environmental concerns, or the presence of hazardous materials.
This document is intended to be used only in its entirety. No portion of the document, by itself, is
designed to completely represent any aspect of the project described herein. Ninyo & Moore
should be contacted if the reader requires additional information or has questions regarding the
content, interpretations presented, or completeness of this document.
This report is intended for design purposes only. It does not provide sufficient data to prepare an
accurate bid by contractors. It is suggested that the bidders and their geotechnical consultant
perform an independent evaluation of the subsurface conditions in the project areas. The
independent evaluations may include, but not be limited to, review of other geotechnical reports
prepared for the adjacent areas, site reconnaissance, and additional exploration and laboratory
testing.
Our conclusions, recommendations, and opinions are based on an analysis of the observed site
conditions. If geotechnical conditions different from those described in this report are
encountered, our office should be notified and additional recommendations, if warranted, will be
provided upon request. It should be understood that the conditions of a site could change with
time as a result of natural processes or the activities of man at the subject site or nearby sites.
In addition, changes to the applicable laws, regulations, codes, and standards of practice may
occur due to government action or the broadening of knowledge. The findings of this report
may, therefore, be invalidated over time, in part or in whole, by changes over which Ninyo &
Moore has no control.
This report is intended exclusively for use by the client. Any use or reuse of the findings,
conclusions, and/or recommendations of this report by parties other than the client is
undertaken at said parties’ sole risk.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
22
12
REFERENCES
American Concrete Institute (ACI), 1991a, Guidelines for Concrete Floor and Slab Construction
(ACI 302.1R).
American Concrete Institute (ACI), 2005, Building Code Requirements for Structural Concrete
(ACI 318-05) and Commentary (ACI 318R-05).
Arizona Department of Water Resources (ADWR), “GWSI Groundwater Maps”
https://gisweb.azwater.gov/waterresourcedata/.
ASTM International (ASTM), Annual Book of ASTM Standards.
Euge, K.M., Schell, B.A., and Lam, I.P., 1992, Development of Seismic Acceleration Contour
Maps for Arizona: Arizona Department of Transportation Report No. AZ 92-344: dated
September.
International Code Council (ICC), 2018, International Building Code (IBC).
Maricopa Association of Governments (MAG), 2018, Uniform Standard Specifications and
Details for Public Works Construction.
Ninyo & Moore, In-house proprietary information.
Occupational Safety and Health Administration (OSHA), Title 29 of the Code of Federal
Regulations (CFR), Part No. 1926 - Safety and Health Regulations for Construction,
Subpart P - Excavations.
Pearthree, 1996, Geologic Map of Quaternary and Upper Tertiary Alluvium in the Phoenix South
30’ X 60’ Quadrangle, AZ: Arizona Geological Survey, Open-File Report Series OFR
96-23: scale 1:100,000.
Pearthree, P.A., 1998, Quaternary Fault Data and Map for Arizona: Arizona Geological Survey,
Open-File Report 98-24.
Schumann, H.H. and Genualdi, R., 1986, Land Subsidence, Earth Fissures, and Water-level
Changes in Southern Arizona: Arizona Geological Survey OFR 86-14: scale 1:500,000.
United States Bureau of Reclamation, 2013, Method for Prediction of Flexible Pipe Deflection
(M-25 2nd Edition): dated December 18.
United States Department of Agriculture (USDA), Soil Survey website.
http://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx.
United States Geological Survey (USGS), 2021, Chandler, Arizona, 7.5-Minute Series
(Topographic): scale 1 = 24,000.
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
Appendix A
Photographic Documentation
FIGURES
FIGURE 1
bsm file no: 7398vmap0423
607398001 | 4/23
CHANDLER, ARIZONA
CHANDLER WATER MAIN REPLACEMENT 2022
SITE LOCATIONS
NOTE: DIMENSIONS, DIRECTIONS AND LOCATIONS ARE APPROXIMATE.
0
2000
FEET
N
Source: US Geological Survey 7.5-minute topographic map, Chandler, Arizona, 2021.
ARROWHEAD MEADOWS
SITE LOCATION
TYSON MANOR
SITE LOCATION
SUNSET MANOR
SITE LOCATION
FIGURE 2A
Geotechnical & Environmental Sciences Consultants
BORING LOCATIONS - ARROWHEAD MEADOWS
Source: NAVTEQ, 03/22.
bsm file no: 7398blm0423a
607398001 | 4/23
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
NOTE: DIMENSIONS, DIRECTIONS AND LOCATIONS ARE APPROXIMATE.
0
450
FEET
N
B-1
B-2
B-3
B-7
B-5
B-4
B-6
TYSON STREET
TYSON STREET
CARLA VISTA DRIVE
CARLA VISTA DRIVE
OAKLAND STREET
OAKLAND STREET
TULSA STREET
TULSA STREET
ARROWHEAD DRIVE
ARROWHEAD DRIVE
ALMA SCHOOL ROAD
ALMA SCHOOL ROAD
CHANDLER BOULEVARD
CHANDLER BOULEVARD
LEGEND
Boring Location
B-7
TOLEDO STREET
TOLEDO STREET
MEADOWS DR
MEADOWS DR
COMANCHE DRIVE
COMANCHE DRIVE
APACHE DRIVE
APACHE DRIVE
CHIPPEWA DRIVE
CHIPPEWA DRIVE
FLINT STREET
FLINT STREET
ERIE STREET
ERIE STREET
FIGURE 2B
Geotechnical & Environmental Sciences Consultants
BORING LOCATIONS - TYSON MANOR
bsm file no: 7398blm0423b
607398001 | 4/23
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
NOTE: DIMENSIONS, DIRECTIONS AND LOCATIONS ARE APPROXIMATE.
0
400
FEET
N
Source: NAVTEQ, 03/22.
B-12
B-11
B-13
B-9
B-8
B-10
B-14
LEGEND
Boring Location
B-14
CHANDLER BOULEVARD
CHANDLER BOULEVARD
ALMA SCHOOL ROAD
ALMA SCHOOL ROAD
ERIE STREET
ERIE STREET
JAY STREET
JAY STREET
PLEASANT DRIVE
PLEASANT DRIVE
GALVESTON STREET
GALVESTON STREET
EVERGREEN STREET
EVERGREEN STREET
FLINT STREET
FLINT STREET
TYSON ST
TYSON ST
OAKLAND ST
OAKLAND ST
TULSA ST
TULSA ST
FIGURE 2C
Geotechnical & Environmental Sciences Consultants
BORING LOCATIONS - SUNSET MANOR
bsm file no: 7398blm0423c
607398001 | 4/23
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
NOTE: DIMENSIONS, DIRECTIONS AND LOCATIONS ARE APPROXIMATE.
0
350
FEET
N
Source: NAVTEQ, 03/22.
LEGEND
Boring Location
Boring Location (2020)
B-21
B-16
B-18
B-21
B-20
B-17
B-15
B-19
CHANDLER BOULEVARD
CHANDLER BOULEVARD
ERIE STREET
ERIE STREET
EVERGREEN STREET
EVERGREEN STREET
HARTFORD STREET
HARTFORD STREET
VINE STREET
VINE STREET
DETROIT STREET
DETROIT STREET
DETROIT STREET
DETROIT STREET
TOLEDO STREET
TOLEDO STREET
FLINT STREET
FLINT STREET
TOLEDO STREET
TOLEDO STREET
FLINT STREET
FLINT STREET
CHERI LYNN DRIVE
CHERI LYNN DRIVE
EVERGREEN STREET
EVERGREEN STREET
SUNSET DRIVE
SUNSET DRIVE
B-1
B-2
B-4
B-3
B-4
H
CONSTRUCTION
MATERIALS
ARE
NOT
INCLUDED
4.
SURCHARGES
FROM
EXCAVATED
SOIL
OR
3.
ASSUMES
2.
P
=
120
psf
CONSTRUCTION
TRAFFIC
INDUCED
SURCHARGE
PRESSURE,
P
1.
P
=
29H
psf
APPARENT
LATERAL
EARTH
PRESSURE,
P
NOTES:
Pa
Ps
a
a
s
s
5.
H
IN
FEET
+
SHORING
BRACES
GROUNDWATER IS NOT PRESENT
FIGURE 3
bsm file no: 7398lep0423a
Geotechnical & Environmental Sciences Consultants
607398001 | 4/23
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
LATERAL EARTH PRESSURES FOR BRACED EXCAVATION
IS
FIGURE 4
bsm file no: 7398pbd0423
607398001 | 4/23
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
PIPE BEDDING GUIDELINES
INVERT ELEVATION
TRENCH WIDTH
NOTES
BACKFILL
SECTION
Indicates minimum relative compaction (see report for details).
*
MAXIMUM LIMIT OF
SLOPE EXCAVATION ALLOWED
4" MIN. CLEARANCE
OR 1/12 OF PIPE O.D.,
WHICHEVER IS THICKER
PIPE O.D.
6" MIN.
8" MAX.
1' MIN.
TRENCH DEPTH
TRENCH ZONE
BEDDING
95%
PIPE ZONE
UPPER ZONE (2')
95%
100 %*
*
*
Diagram not drawn to scale.
Upper zone required for pavement areas only.
NOTE: DIMENSIONS, DIRECTIONS AND LOCATIONS ARE APPROXIMATE.
NOT TO SCALE
NOTE: DIMENSIONS, DIRECTIONS AND LOCATIONS ARE APPROXIMATE.
FIGURE 5
bsm file no: 7398dtl0423
607398001 | 4/23
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
JACKING FORCE RESISTANCE DIAGRAM
Pp
D (feet)
1.5
1
GROUND SURFACE
JACKING FORCE
ASSUMPTIONS AND NOTES
1. NO GROUNDWATER
2. JACKING PIT GEOMETRY AS SHOWN
3. Pp = 600D psf
NOT TO SCALE
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
3. Description
3. Description
3. Description
APPENDIX A
Boring Logs
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
APPENDIX A
BORING LOGS
Field Procedure for the Collection of Disturbed Samples
Disturbed soil samples were obtained in the field using the following methods.
Bulk Samples
Bulk samples of representative earth materials were obtained from the exploratory borings.
The samples were bagged and transported to the laboratory for testing.
The Standard Penetration Test (SPT) Sampler
Disturbed drive samples of earth materials were obtained by means of a SPT sampler. The
sampler is composed of a split barrel with an external diameter of 2 inches and an unlined
internal diameter of 1-3/8 inches. The sampler was driven up to 18 inches into the ground
with a 140-pound hammer falling freely from a height of 30 inches in general accordance
with ASTM D1586. The blow counts were recorded for every 6 inches of penetration; the
blow counts reported on the logs are those for the last 12 inches of penetration. Soil
samples were observed and removed from the sampler, bagged, sealed, and transported to
the laboratory for testing.
Field Procedure for the Collection of Relatively Undisturbed Samples
Relatively undisturbed soil samples were obtained in the field using the following method.
The Modified Split-Barrel Drive Sampler
The sampler, with an external diameter of 3.0 inches, was lined with 1-inch long, thin brass
rings with inside diameters of approximately 2.4 inches. The sample barrel was driven into
the ground with a 140-pound hammer falling freely from a height of 30 inches in general
accordance with ASTM D3550. The approximate length of the fall, the weight of the
hammer or bar, and the number of blows per foot of driving are presented on the boring
logs as an index to the relative resistance of the materials sampled. The samples were
removed from the sample barrel in the brass rings, sealed, and transported to the
laboratory for testing.
6RLO&ODVVL¿FDWLRQ&KDUW3HU ASTM D 2488
3ULPDU\'LYLVLRQV
6HFRQGDU\'LYLVLRQV
*URXS6\PERO
*URXS1DPH
COARSE-
*5$,1('
SOILS
more than
50% retained
on No. 200
sieve
GRAVEL
more than
50% of
coarse
fraction
retained on
No. 4 sieve
CLEAN GRAVEL
OHVVWKDQ¿QHV
GW
well-graded GRAVEL
GP
poorly graded GRAVEL
GRAVEL with
DUAL
CLASSIFICATIONS
WR¿QHV
GW-GM
well-graded GRAVEL with silt
GP-GM
poorly graded GRAVEL with silt
GW-GC
well-graded GRAVEL with clay
GP-GC
poorly graded GRAVEL with
GRAVEL with
FINES
more than
¿QHV
GM
silty GRAVEL
GC
clayey GRAVEL
GC-GM
silty, clayey GRAVEL
6$1'
50% or more
of coarse
fraction
passes
No. 4 sieve
CLEAN SAND
OHVVWKDQ¿QHV
SW
well-graded SAND
SP
poorly graded SAND
SAND with
DUAL
CLASSIFICATIONS
WR¿QHV
SW-SM
well-graded SAND with silt
SP-SM
poorly graded SAND with silt
SW-SC
well-graded SAND with clay
SP-SC
poorly graded SAND with clay
SAND with FINES
more than
¿QHV
SM
silty SAND
SC
clayey SAND
SC-SM
silty, clayey SAND
),1(
*5$,1('
SOILS
50% or
more passes
No. 200 sieve
6,/7DQG
CLAY
liquid limit
less than 50%
INORGANIC
CL
lean CLAY
ML
SILT
CL-ML
silty CLAY
ORGANIC
OL (PI > 4)
organic CLAY
OL (PI < 4)
organic SILT
6,/7DQG
CLAY
liquid limit
50% or more
INORGANIC
CH
fat CLAY
MH
elastic SILT
ORGANIC
OH (plots on or
above “A”-line)
organic CLAY
OH (plots
below “A”-line)
organic SILT
Highly Organic Soils
PT
Peat
86&60(7+2'2)62,/&/$66,),&$7,21
$SSDUHQW'HQVLW\&RDUVH*UDLQHG6RLO
$SSDUHQW
'HQVLW\
6SRROLQJ&DEOHRU&DWKHDG
$XWRPDWLF7ULS+DPPHU
637
(EORZVIRRW
0RGL¿HG
6SOLW%DUUHO
(EORZVIRRW
637
(EORZVIRRW
0RGL¿HG
6SOLW%DUUHO
(EORZVIRRW
Very Loose
< 4
< 8
< 3
< 5
Loose
5 - 10
9 - 21
4 - 7
6 - 14
Medium
Dense
11 - 30
22 - 63
8 - 20
15 - 42
Dense
31 - 50
64 - 105
21 - 33
43 - 70
Very Dense
> 50
> 105
> 33
> 70
&RQVLVWHQF\)LQH*UDLQHG6RLO
&RQVLV-
WHQF\
6SRROLQJ&DEOHRU&DWKHDG
$XWRPDWLF7ULS+DPPHU
637
(EORZVIRRW
0RGL¿HG
6SOLW%DUUHO
(EORZVIRRW
637
(EORZVIRRW
0RGL¿HG
6SOLW%DUUHO
(EORZVIRRW
Very Soft
< 2
< 3
< 1
< 2
Soft
2 - 4
3 - 5
1 - 3
2 - 3
Firm
5 - 8
6 - 10
4 - 5
4 - 6
6WLႇ
9 - 15
11 - 20
6 - 10
7 - 13
9HU\6WLႇ
16 - 30
21 - 39
11 - 20
14 - 26
Hard
> 30
> 39
> 20
> 26
/,48,'/,0,7 //
3/$67,&,7<,1'(; 3,
0
10
10
7
4
20
30
40
50
60
70
0
20
30
40
50
60
70
80
90
100
0+RU2+
0/RU2/
CL - ML
3ODVWLFLW\&KDUW
*UDLQ6L]H
'HVFULSWLRQ
6LHYH
6L]H
*UDLQ6L]H
$SSUR[LPDWH
6L]H
Boulders
> 12”
> 12”
Larger than
basketball-sized
Cobbles
3 - 12”
3 - 12”
Fist-sized to
basketball-sized
Gravel
Coarse
3/4 - 3”
3/4 - 3”
Thumb-sized to
¿VWVL]HG
Fine
#4 - 3/4”
0.19 - 0.75”
Pea-sized to
thumb-sized
Sand
Coarse
#10 - #4
0.079 - 0.19”
Rock-salt-sized to
pea-sized
Medium
#40 - #10
0.017 - 0.079”
Sugar-sized to
rock-salt-sized
Fine
#200 - #40
0.0029 -
0.017”
Flour-sized to
sugar-sized
Fines
Passing
#200
< 0.0029”
Flour-sized and
smaller
&+RU2+
&/RU2/
;;;;
SM
CL
%XONVDPSOH
0RGLILHGVSOLWEDUUHOGULYHVDPSOHU
1RUHFRYHU\ZLWKPRGLILHGVSOLWEDUUHOGULYHVDPSOHU
6DPSOHUHWDLQHGE\RWKHUV
6WDQGDUG3HQHWUDWLRQ7HVW 637
1RUHFRYHU\ZLWKD637
6KHOE\WXEHVDPSOH'LVWDQFHSXVKHGLQLQFKHVOHQJWKRIVDPSOHUHFRYHUHGLQLQFKHV
1RUHFRYHU\ZLWK6KHOE\WXEHVDPSOHU
&RQWLQXRXV3XVK6DPSOH
6HHSDJH
*URXQGZDWHUHQFRXQWHUHGGXULQJGULOOLQJ
*URXQGZDWHUPHDVXUHGDIWHUGULOOLQJ
0$-250$7(5,$/7<3( 62,/
6ROLGOLQHGHQRWHVXQLWFKDQJH
'DVKHGOLQHGHQRWHVPDWHULDOFKDQJH
$WWLWXGHV 6WULNH'LS
E %HGGLQJ
F &RQWDFW
M -RLQW
I )UDFWXUH
) )DXOW
FV &OD\6HDP
V 6KHDU
EVV %DVDO6OLGH6XUIDFH
VI 6KHDU)UDFWXUH
V] 6KHDU=RQH
VEV 6KHDU%HGGLQJ6XUIDFH
7KHWRWDOGHSWKOLQHLVDVROLGOLQHWKDWLVGUDZQDWWKHERWWRPRIWKHERULQJ
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
BORING LOG EXPLANATION SHEET
BORING LOG
20
0
5
10
15
20
14
21
26
34
9.4
9.1
118.2
110.2
CL
SM
CL
ASPHALT CONCRETE: Approximately 2 inches thick.
AGGREGATE BASE: Approximately 4 inches thick.
ALLUVIUM:
Brown, dry, very stiff, lean CLAY with sand.
Hard; scattered caliche nodules.
Very stiff.
Brown, dry, medium dense, silty SAND; few fine gravel.
Brown, dry to moist, hard, lean CLAY with sand; scattered caliche nodules.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/14/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 1
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/14/23
BORING NO.
B-1
GROUND ELEVATION 1,197' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
17
38
43
58
15.2
110.7
CL
ASPHALT CONCRETE: Approximately 4 inches thick.
AGGREGATE BASE: Approximately 3 inches thick.
ALLUVIUM:
Brown, moist, very stiff, lean CLAY with sand; scattered caliche nodules.
Hard.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/14/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 2
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/14/23
BORING NO.
B-2
GROUND ELEVATION 1,199' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
12
11
45
22
11.4
6.0
107.6
112.0
SC
SC
SM
SP
ASPHALT CONCRETE: Approximately 2 inches thick.
AGGREGATE BASE: Approximately 4 inches thick.
FILL:
Brown, dry to moist, loose, clayey SAND.
ALLUVIUM:
Brown, dry, medium dense, clayey SAND; scattered caliche nodules.
Dense.
Brown, dry, dense, silty SAND.
Brown, dry, dense, poorly graded SAND; trace clay.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/14/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 3
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/14/23
BORING NO.
B-3
GROUND ELEVATION 1,202' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
14
28
18
20
14.3
105.4
SC
SM
ASPHALT CONCRETE: Approximately 4 inches thick.
AGGREGATE BASE: Approximately 3 inches thick.
ALLUVIUM:
Brown, dry, medium dense, clayey SAND; scattered caliche nodules.
Few fine gravel.
Brown, dry, medium dense, silty SAND.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/16/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 4
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/16/23
BORING NO.
B-4
GROUND ELEVATION 1,201' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
23
18
50/5"
27
18.8
10.9
105.9
108.0
CL
SM
ASPHALT CONCRETE: Approximately 2 inches thick.
AGGREGATE BASE: Approximately 4 inches thick.
ALLUVIUM:
Brown, moist to dry, very stiff, lean CLAY with sand; scattered caliche nodules.
Hard.
Brown, dry, dense, silty SAND; trace clay; scattered caliche nodules.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/14/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 5
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/14/23
BORING NO.
B-5
GROUND ELEVATION 1,201' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
8
24
9
68/11"
12.3
109.7
SC
SM
SC
ASPHALT CONCRETE: Approximately 2 inches thick.
AGGREGATE BASE: Approximately 4 inches thick.
ALLUVIUM:
Brown, moist, medium dense, clayey SAND.
Brown, dry, medium dense, silty SAND.
Very dense.
Brown, dry, very dense, clayey SAND; scattered caliche nodules.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/14/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 6
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/14/23
BORING NO.
B-6
GROUND ELEVATION 1,203' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
17
7
22
11
10.5
9.2
109.1
112.8
SC
ASPHALT CONCRETE: Approximately 2 inches thick.
AGGREGATE BASE: Approximately 4 inches thick.
ALLUVIUM:
Brown, dry, medium dense, clayey SAND.
Loose.
Medium dense.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/16/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 7
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/16/23
BORING NO.
B-7
GROUND ELEVATION 1,202' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
11
32
22
28
15.2
110.9
SC
CL
ASPHALT CONCRETE: Approximately 5 inches thick.
AGGREGATE BASE: Approximately 3 inches thick.
ALLUVIUM:
Brown, moist, medium dense, clayey SAND.
Brown, dry, hard, sandy lean CLAY; scattered caliche nodules.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/16/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 8
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/16/23
BORING NO.
B-8
GROUND ELEVATION 1,204' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
34
14
45
20
17.6
6.6
104.3
113.1
CL
SM
ASPHALT CONCRETE: Approximately 4 inches thick.
AGGREGATE BASE: Approximately 5 inches thick.
ALLUVIUM:
Brown, dry, hard, sandy lean CLAY; scattered caliche nodules.
Very stiff.
Hard.
Brown, dry, dense, silty SAND; few fine gravel.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/15/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 9
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/15/23
BORING NO.
B-9
GROUND ELEVATION 1,203' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
13
36
24
20
17.8
104.1
CL
SM
ASPHALT CONCRETE: Approximately 3 inches thick.
AGGREGATE BASE: Approximately 4 inches thick.
ALLUVIUM:
Brown, dry to moist, very stiff, sandy lean CLAY; scattered caliche nodules.
Hard.
Brown,dry, medium dense, silty SAND; trace clay; scattered caliche nodules.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/15/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 10
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/15/23
BORING NO.
B-10
GROUND ELEVATION 1,204' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
12
10
73
30
10.2
16.2
113.8
95.6
SC
ASPHALT CONCRETE: Approximately 3 inches thick.
AGGREGATE BASE: Approximately 5 1/2 inches thick.
ALLUVIUM:
Brown, dry to moist, loose, clayey SAND.
Medium dense.
Very dense; scattered caliche nodules.
Dense.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/15/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 11
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/15/23
BORING NO.
B-11
GROUND ELEVATION 1,204' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
14
36
49
50/3"
14.2
109.7
SC
ASPHALT CONCRETE: Approximately 3 inches thick.
AGGREGATE BASE: Approximately 3 inches thick.
ALLUVIUM:
Brown, dry to moist, medium dense, clayey SAND.
Very dense; scattered caliche nodules.
Dry.
Total Depth = 9.3 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/15/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 12
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/15/23
BORING NO.
B-12
GROUND ELEVATION 1,204' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
30
23
77/10"
88/11"
15.6
13.3
113.9
104.5
SC
ASPHALT CONCRETE: Approximately 3 inches thick.
AGGREGATE BASE: Approximately 3 inches thick.
ALLUVIUM:
Brown, moist to dry, medium dense, clayey SAND.
Dense; scattered caliche nodules.
Very dense.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/15/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 13
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/15/23
BORING NO.
B-13
GROUND ELEVATION 1,205' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
18
30
30
63
14.6
107.3
CL
ASPHALT CONCRETE: Approximately 4 1/2 inches thick.
AGGREGATE BASE: Approximately 3 inches thick.
ALLUVIUM:
Brown, moist to dry, very stiff, sandy lean CLAY; scattered caliche nodules.
Hard.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/15/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 14
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/15/23
BORING NO.
B-14
GROUND ELEVATION 1,205' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
21
14
21
17
15.5
110.2
SC
SP
SM
ASPHALT CONCRETE: Approximately 4 inches thick.
AGGREGATE BASE: Approximately 4 inches thick.
ALLUVIUM:
Brown, dry to moist, medium dense, clayey SAND.
Brown, dry, medium dense, poorly graded SAND.
Brown, dry, medium dense, silty SAND; trace coarse gravel.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/16/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 15
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/16/23
BORING NO.
B-15
GROUND ELEVATION 1,205' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
15
19
26
26
18.2
103.5
CL
ASPHALT CONCRETE: Approximately 2 inches thick.
AGGREGATE BASE: Approximately 4 inches thick.
ALLUVIUM:
Brown, dry, very stiff, sandy lean CLAY; scattered caliche nodules.
Hard.
Very stiff.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/15/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 16
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/15/23
BORING NO.
B-16
GROUND ELEVATION 1,206' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
9
19
11
26
15.6
98.4
SC
SM
SC
ASPHALT CONCRETE: Approximately 3 inches thick.
AGGREGATE BASE: Approximately 4 inches thick.
ALLUVIUM:
Brown, dry to moist, medium dense, clayey SAND.
No recovery; coarse gravel.
Brown, dry, medium dense, silty SAND; trace fine gravel.
Brown, moist, medium dense, clayey SAND.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/15/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 17
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/15/23
BORING NO.
B-17
GROUND ELEVATION 1,208' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
21
19
32
10
15.5
16.5
110.7
106.9
CL
SM
ASPHALT CONCRETE: Approximately 3 1/2 inches thick.
AGGREGATE BASE: Approximately 4 inches thick.
ALLUVIUM:
Brown, moist, very stiff, lean CLAY with sand; scattered caliche nodules.
Hard.
Stiff.
Brown, dry, medium dense, silty SAND.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/15/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 18
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/15/23
BORING NO.
B-18
GROUND ELEVATION 1,207' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
25
19
20
7
39
18.8
13.1
103.9
99.6
CL
SM
SC
ASPHALT CONCRETE: Approximately 4 inches thick.
AGGREGATE BASE: Approximately 4 inches thick.
ALLUVIUM:
Brown, moist to dry, very stiff, sandy lean CLAY; scattered caliche nodules.
Brown, dry, medium dense, silty SAND.
Loose.
Brown, dry, very dense, clayey SAND; scattered caliche nodules.
Total Depth = 15 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/16/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 19
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/16/23
BORING NO.
B-19
GROUND ELEVATION 1,207' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
16
22
12
45
9.6
105.3
SC
CL
ASPHALT CONCRETE: Approximately 3 inches thick.
AGGREGATE BASE: Approximately 4 inches thick.
ALLUVIUM:
Brown, dry, medium dense, clayey SAND.
Brown, dry, very stiff, sandy lean CLAY; scattered caliche nodules.
Hard.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/16/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 20
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/16/23
BORING NO.
B-20
GROUND ELEVATION 1,211' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
0
5
10
15
20
12
20
25
21
16.4
11.4
110.1
115.5
CL
SM
CL
ASPHALT CONCRETE: Approximately 3 inches thick.
AGGREGATE BASE: Approximately 3 inches thick.
ALLUVIUM:
Brown, moist, stiff, sandy lean CLAY.
Very stiff.
Brown, dry to moist, medium dense, silty SAND.
Brown, dry to moist, hard, sandy lean CLAY; scattered caliche nodules.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/16/23 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 21
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
607398001 |
4/23
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/16/23
BORING NO.
B-21
GROUND ELEVATION 1,208' ± (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (GSI)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
SDN
1
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
APPENDIX B
Laboratory Testing
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
APPENDIX B
LABORATORY TESTING
Classification
Soils were visually and texturally classified in accordance with the Unified Soil Classification
System (USCS) in general accordance with ASTM D2488. Soil classifications are indicated on
the logs of the exploratory borings in Appendix A.
In-Place Moisture and Density Tests
The moisture content and dry density of relatively undisturbed samples obtained from the
exploratory borings were evaluated in general accordance with ASTM D2937. The test results
are presented on the logs of the exploratory borings in Appendix A.
Gradation Analysis
Gradation analysis tests were performed on selected representative soil samples in general
accordance with ASTM D422. The grain-size distribution curves are shown on Figures
B-1 through B-10. These test results were utilized in evaluating the soil classifications in
accordance with the USCS.
Atterberg Limits
Atterberg Limits Tests were performed on selected representative fine-grained soil samples to
evaluate the liquid limit, plastic limit, and plasticity index in general accordance with
ASTM D4318. These test results were utilized to evaluate the soil classification in accordance
with the USCS. The test results and classifications are shown on Figures B-11 and B-12.
Proctor Density Tests
The maximum dry density and optimum moisture content of selected representative soil
samples were evaluated using the Standard Proctor method in general accordance with ASTM
D698. The results of these tests are summarized on Figures B-13 and B-14.
Consolidation Tests
Consolidation tests were performed on selected relatively undisturbed soil samples in general
accordance with ASTM D2435. The samples were inundated during testing to represent
adverse field conditions. The percent of consolidation for each load cycle was recorded as a
ratio of the amount of vertical compression to the original height of the sample. The results of
the tests are summarized on Figures B-15 and B-16.
Soil Corrosivity Tests
Soil pH and minimum resistivity tests were performed on a representative sample in general
accordance with Arizona test method, ARIZ 236c. The chloride content of the selected sample
was evaluated in general accordance with ARIZ 736. The sulfate content of the selected sample
was evaluated in general accordance with ARIZ 733. The test results are shown on Figures
B-17 and B-18.
Coarse Fine
Coarse
Medium
SILT
CLAY
3" 2"
3/4"
4
10
30
50
PERFORMED IN GENERAL ACCORDANCE WITH ASTM C136 / D422
4/23
607398001
Depth
(ft)
D30
Fine
Sample
Location
100
D10
16
200
3/8"
USCS
GRAVEL
SAND
FINES
Symbol
Plasticity
Index
Plastic
Limit
Liquid
Limit
-1/2" 1
B-1
3.5-5.0
44
19
D60
CL
--
--
--
76.0
Passing
No. 200
(percent)
Cc
CHANDLER, ARIZONA
--
Cu
B-1
FIGURE
GRADATION TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
25
--
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0001
0.001
0.01
0.1
1
10
100
PERCENT FINER BY WEIGHT
GRAIN SIZE IN MILLIMETERS
U.S. STANDARD SIEVE NUMBERS
HYDROMETER
Coarse Fine
Coarse
Medium
SILT
CLAY
3" 2"
3/4"
4
10
30
50
PERFORMED IN GENERAL ACCORDANCE WITH ASTM C136 / D422
4/23
607398001
Depth
(ft)
D30
Fine
Sample
Location
100
D10
16
200
3/8"
USCS
GRAVEL
SAND
FINES
Symbol
Plasticity
Index
Plastic
Limit
Liquid
Limit
-1/2" 1
B-4
1.0-2.5
52
21
D60
SC
0.19
--
--
14.0
Passing
No. 200
(percent)
Cc
CHANDLER, ARIZONA
0.097
Cu
B-2
FIGURE
GRADATION TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
31
--
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0001
0.001
0.01
0.1
1
10
100
PERCENT FINER BY WEIGHT
GRAIN SIZE IN MILLIMETERS
U.S. STANDARD SIEVE NUMBERS
HYDROMETER
Coarse Fine
Coarse
Medium
SILT
CLAY
3" 2"
3/4"
4
10
30
50
PERFORMED IN GENERAL ACCORDANCE WITH ASTM C136 / D422
4/23
607398001
Depth
(ft)
D30
Fine
Sample
Location
100
D10
16
200
3/8"
USCS
GRAVEL
SAND
FINES
Symbol
Plasticity
Index
Plastic
Limit
Liquid
Limit
-1/2" 1
B-5
3.5-5.0
39
17
D60
CL
0.11
--
--
51.0
Passing
No. 200
(percent)
Cc
CHANDLER, ARIZONA
--
Cu
B-3
FIGURE
GRADATION TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
22
--
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0001
0.001
0.01
0.1
1
10
100
PERCENT FINER BY WEIGHT
GRAIN SIZE IN MILLIMETERS
U.S. STANDARD SIEVE NUMBERS
HYDROMETER
Coarse Fine
Coarse
Medium
SILT
CLAY
3" 2"
3/4"
4
10
30
50
PERFORMED IN GENERAL ACCORDANCE WITH ASTM C136 / D422
4/23
607398001
Depth
(ft)
D30
Fine
Sample
Location
100
D10
16
200
3/8"
USCS
GRAVEL
SAND
FINES
Symbol
Plasticity
Index
Plastic
Limit
Liquid
Limit
-1/2" 1
B-7
3.5-5.0
38
20
D60
SC
0.27
--
--
44.0
Passing
No. 200
(percent)
Cc
CHANDLER, ARIZONA
--
Cu
B-4
FIGURE
GRADATION TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
18
--
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0001
0.001
0.01
0.1
1
10
100
PERCENT FINER BY WEIGHT
GRAIN SIZE IN MILLIMETERS
U.S. STANDARD SIEVE NUMBERS
HYDROMETER
Coarse Fine
Coarse
Medium
SILT
CLAY
3" 2"
3/4"
4
10
30
50
PERFORMED IN GENERAL ACCORDANCE WITH ASTM C136 / D422
4/23
607398001
Depth
(ft)
D30
Fine
Sample
Location
100
D10
16
200
3/8"
USCS
GRAVEL
SAND
FINES
Symbol
Plasticity
Index
Plastic
Limit
Liquid
Limit
-1/2" 1
B-8
1.0-2.5
37
14
D60
SC
0.17
--
--
44.0
Passing
No. 200
(percent)
Cc
CHANDLER, ARIZONA
--
Cu
B-5
FIGURE
GRADATION TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
23
--
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0001
0.001
0.01
0.1
1
10
100
PERCENT FINER BY WEIGHT
GRAIN SIZE IN MILLIMETERS
U.S. STANDARD SIEVE NUMBERS
HYDROMETER
Coarse Fine
Coarse
Medium
SILT
CLAY
3" 2"
3/4"
4
10
30
50
PERFORMED IN GENERAL ACCORDANCE WITH ASTM C136 / D422
4/23
607398001
Depth
(ft)
D30
Fine
Sample
Location
100
D10
16
200
3/8"
USCS
GRAVEL
SAND
FINES
Symbol
Plasticity
Index
Plastic
Limit
Liquid
Limit
-1/2" 1
B-9
3.5-5.0
42
15
D60
CL
0.11
--
--
51.0
Passing
No. 200
(percent)
Cc
CHANDLER, ARIZONA
--
Cu
B-6
FIGURE
GRADATION TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
27
--
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0001
0.001
0.01
0.1
1
10
100
PERCENT FINER BY WEIGHT
GRAIN SIZE IN MILLIMETERS
U.S. STANDARD SIEVE NUMBERS
HYDROMETER
Coarse Fine
Coarse
Medium
SILT
CLAY
3" 2"
3/4"
4
10
30
50
PERFORMED IN GENERAL ACCORDANCE WITH ASTM C136 / D422
4/23
607398001
Depth
(ft)
D30
Fine
Sample
Location
100
D10
16
200
3/8"
USCS
GRAVEL
SAND
FINES
Symbol
Plasticity
Index
Plastic
Limit
Liquid
Limit
-1/2" 1
B-13
3.5-5.0
39
15
D60
SC
0.26
--
--
37.0
Passing
No. 200
(percent)
Cc
CHANDLER, ARIZONA
--
Cu
B-7
FIGURE
GRADATION TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
24
--
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0001
0.001
0.01
0.1
1
10
100
PERCENT FINER BY WEIGHT
GRAIN SIZE IN MILLIMETERS
U.S. STANDARD SIEVE NUMBERS
HYDROMETER
Coarse Fine
Coarse
Medium
SILT
CLAY
3" 2"
3/4"
4
10
30
50
PERFORMED IN GENERAL ACCORDANCE WITH ASTM C136 / D422
4/23
607398001
Depth
(ft)
D30
Fine
Sample
Location
100
D10
16
200
3/8"
USCS
GRAVEL
SAND
FINES
Symbol
Plasticity
Index
Plastic
Limit
Liquid
Limit
-1/2" 1
B-14
1.0-2.5
41
16
D60
CL
0.12
--
--
55.0
Passing
No. 200
(percent)
Cc
CHANDLER, ARIZONA
--
Cu
B-8
FIGURE
GRADATION TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
25
--
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0001
0.001
0.01
0.1
1
10
100
PERCENT FINER BY WEIGHT
GRAIN SIZE IN MILLIMETERS
U.S. STANDARD SIEVE NUMBERS
HYDROMETER
Coarse Fine
Coarse
Medium
SILT
CLAY
3" 2"
3/4"
4
10
30
50
PERFORMED IN GENERAL ACCORDANCE WITH ASTM C136 / D422
4/23
607398001
Depth
(ft)
D30
Fine
Sample
Location
100
D10
16
200
3/8"
USCS
GRAVEL
SAND
FINES
Symbol
Plasticity
Index
Plastic
Limit
Liquid
Limit
-1/2" 1
B-17
6.0-7.5
--
--
D60
SM
0.41
--
--
14.0
Passing
No. 200
(percent)
Cc
CHANDLER, ARIZONA
0.184
Cu
B-9
FIGURE
GRADATION TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
NP
--
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0001
0.001
0.01
0.1
1
10
100
PERCENT FINER BY WEIGHT
GRAIN SIZE IN MILLIMETERS
U.S. STANDARD SIEVE NUMBERS
HYDROMETER
Coarse Fine
Coarse
Medium
SILT
CLAY
3" 2"
3/4"
4
10
30
50
PERFORMED IN GENERAL ACCORDANCE WITH ASTM C136 / D422
CHANDLER, ARIZONA
--
Cu
B-10
FIGURE
GRADATION TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
27
--
D60
CL
--
--
--
84.0
Passing
No. 200
(percent)
Cc
Liquid
Limit
-1/2" 1
B-18
3.5-5.0
43
16
200
3/8"
USCS
GRAVEL
SAND
FINES
Symbol
Plasticity
Index
Plastic
Limit
4/23
607398001
Depth
(ft)
D30
Fine
Sample
Location
100
D10
16
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0001
0.001
0.01
0.1
1
10
100
PERCENT FINER BY WEIGHT
GRAIN SIZE IN MILLIMETERS
U.S. STANDARD SIEVE NUMBERS
HYDROMETER
∆
X
+
NP - INDICATES NON-PLASTIC
20
25
44
18
16
15
17
41
15
27
25
39
24
38
SYMBOL
LOCATION DEPTH (ft)
LIQUID
LIMIT
PLASTIC
LIMIT
3.5-5.0
CL
CL
37
31
19
CL
SC
CL
CL
CL
USCS
B-8
No. 40 Sieve)
22
14
SC
CL
23
CH
B-9
1.0-2.5
39
CL
SC
SC
CL
42
USCS
(Fraction Finer Than
PLASTICITY
INDEX
CLASSIFICATION
CL
B-14
1.0-2.5
3.5-5.0
3.5-5.0
52
3.5-5.0
3.5-5.0
1.0-2.5
B-1
CL
B-13
21
B-4
B-5
B-7
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4318
B-11
FIGURE
ATTERBERG TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
4/23
607398001
CH or OH
CL or OL
MH or OH
ML or OL
CL - ML
0
10
20
30
40
50
60
0
10
20
30
40
50
60
70
80
90
100
110
120
PLASTICITY INDEX, PI
LIQUID LIMIT, LL
NP - INDICATES NON-PLASTIC
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4318
B-12
FIGURE
ATTERBERG TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
4/23
607398001
B-17
16
B-18
USCS
(Fraction Finer Than
PLASTICITY
INDEX
CLASSIFICATION
43
3.5-5.0
SM
CL
USCS
No. 40 Sieve)
ML
CL
27
--
SYMBOL
LOCATION DEPTH (ft)
LIQUID
LIMIT
PLASTIC
LIMIT
6.0-7.5
NP
--
CH or OH
CL or OL
MH or OH
ML or OL
CL - ML
0
10
20
30
40
50
60
0
10
20
30
40
50
60
70
80
90
100
110
120
PLASTICITY INDEX, PI
LIQUID LIMIT, LL
##
##
PERFORMED IN GENERAL ACCORDANCE WITH
METHOD
B-4
Optimum Moisture
Content
(percent)
Soil Description
SC
Sample
Location
Depth
(ft)
16.0
114
15
Dry Density and Moisture Content Values Corrected for Oversize (ASTM D 4718)
Maximum Dry
Density
(pcf)
111.9
1.0-5.0
MAXIMUM DENSITY RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
4/23
B-13
FIGURE
607398001
100.0
105.0
110.0
115.0
120.0
125.0
130.0
135.0
140.0
0
5
10
15
20
25
DRY DENSITY (PCF)
MOISTURE CONTENT (%)
Zero Air Void Line
(Specific Gravity = 2.65)
ASTM D 1557
ASTM D 698
A
B
C
##
##
PERFORMED IN GENERAL ACCORDANCE WITH
METHOD
B-14
Optimum Moisture
Content
(percent)
Soil Description
CL
Sample
Location
Depth
(ft)
16.0
114
15
Dry Density and Moisture Content Values Corrected for Oversize (ASTM D 4718)
Maximum Dry
Density
(pcf)
112.1
1.0-5.0
MAXIMUM DENSITY RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
4/23
B-14
FIGURE
607398001
100.0
105.0
110.0
115.0
120.0
125.0
130.0
135.0
140.0
0
5
10
15
20
25
DRY DENSITY (PCF)
MOISTURE CONTENT (%)
Zero Air Void Line
(Specific Gravity = 2.65)
ASTM D 1557
ASTM D 698
A
B
C
Seating Cycle
Sample Location
B-6
Loading Prior to Inundation
Depth (ft)
3.5-5.0
Loading After Inundation
Soil Type
SC
Rebound Cycle
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 2435
CONSOLIDATION TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
B-15
FIGURE
4/23
607398001
-4.0
-3.0
-2.0
-1.0
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
0.1
1.0
10.0
100.0
CONSOLIDATION IN PERCENT OF SAMPLE THICKNESS (%) EXPANSION (%)
STRESS IN KIPS PER SQUARE FOOT
Seating Cycle
Sample Location
B-16
Loading Prior to Inundation
Depth (ft)
3.5-5.0
Loading After Inundation
Soil Type
CL
Rebound Cycle
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 2435
CONSOLIDATION TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
B-16
FIGURE
4/23
607398001
-4.0
-3.0
-2.0
-1.0
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
0.1
1.0
10.0
100.0
CONSOLIDATION IN PERCENT OF SAMPLE THICKNESS (%) EXPANSION (%)
STRESS IN KIPS PER SQUARE FOOT
1 PERFORMED IN GENERAL ACCORDANCE WITH ARIZONA TEST METHOD 236c
2
PERFORMED IN GENERAL ACCORDANCE WITH ARIZONA TEST METHOD 733
3
PERFORMED IN GENERAL ACCORDANCE WITH ARIZONA TEST METHOD 736
0.0011
7
1.0-5.0
4
2,613
B-11
B-8
B-9
1.0-5.0
7.6
2,010
10
6
7.3
0.0004
0.0010
RESISTIVITY 1
(Ohm-cm)
SULFATE CONTENT 2
(ppm) (%)
3,015
8
2,211
3,015
4
SAMPLE
LOCATION
SAMPLE DEPTH
(ft)
pH 1
CHLORIDE
CONTENT 3
(ppm)
B-1
1.0-5.0
2
0.0002
7.8
12
1.0-5.0
1.0-5.0
B-6
B-7
7.7
2,479
7.5
2,211
10
0.0008
13
0.0004
16
11
0.0006
0.0007
13
8
31
B-17
1.0-5.0
7.4
B-15
1.0-5.0
1.0-5.0
7.7
7.3
11
2,546
CORROSIVITY TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
4/23
607398001
B-17
FIGURE
1 PERFORMED IN GENERAL ACCORDANCE WITH ARIZONA TEST METHOD 236c
2
PERFORMED IN GENERAL ACCORDANCE WITH ARIZONA TEST METHOD 733
3
PERFORMED IN GENERAL ACCORDANCE WITH ARIZONA TEST METHOD 736
B-18
FIGURE
CORROSIVITY TEST RESULTS
CHANDLER WATER MAIN REPLACEMENT 2022
CHANDLER, ARIZONA
4/23
607398001
SAMPLE
LOCATION
SAMPLE DEPTH
(ft)
pH 1
CHLORIDE
CONTENT 3
(ppm)
B-21
1.0-5.0
3
0.0003
6.9
14
2,144
RESISTIVITY 1
(Ohm-cm)
SULFATE CONTENT 2
(ppm)
(%)
Ninyo & Moore | Chandler Water Main Replacement 2022, Chandler, Arizona | 607398001 R | April 28, 2023
APPENDIX C
Ninyo & Moore Boring Logs - 2020
6RLO&ODVVL¿FDWLRQ&KDUW3HU$670'
3ULPDU\'LYLVLRQV
6HFRQGDU\'LYLVLRQV
*URXS6\PERO
*URXS1DPH
&2$56(
*5$,1('
62,/6
PRUHWKDQ
UHWDLQHG
RQ1R
VLHYH
*5$9(/
PRUHWKDQ
RI
FRDUVH
IUDFWLRQ
UHWDLQHGRQ
1RVLHYH
&/($1*5$9(/
OHVVWKDQ¿QHV
*:
ZHOOJUDGHG*5$9(/
*3
SRRUO\JUDGHG*5$9(/
*5$9(/ZLWK
'8$/
&/$66,),&$7,216
WR¿QHV
*:*0
ZHOOJUDGHG*5$9(/ZLWKVLOW
*3*0
SRRUO\JUDGHG*5$9(/ZLWKVLOW
*:*&
ZHOOJUDGHG*5$9(/ZLWKFOD\
*3*&
SRRUO\JUDGHG*5$9(/ZLWK
*5$9(/ZLWK
),1(6
PRUHWKDQ
¿QHV
*0
VLOW\*5$9(/
*&
FOD\H\*5$9(/
*&*0
VLOW\FOD\H\*5$9(/
6$1'
RUPRUH
RIFRDUVH
IUDFWLRQ
SDVVHV
1RVLHYH
&/($16$1'
OHVVWKDQ¿QHV
6:
ZHOOJUDGHG6$1'
63
SRRUO\JUDGHG6$1'
6$1'ZLWK
'8$/
&/$66,),&$7,216
WR¿QHV
6:60
ZHOOJUDGHG6$1'ZLWKVLOW
6360
SRRUO\JUDGHG6$1'ZLWKVLOW
6:6&
ZHOOJUDGHG6$1'ZLWKFOD\
636&
SRRUO\JUDGHG6$1'ZLWKFOD\
6$1'ZLWK),1(6
PRUHWKDQ
¿QHV
60
VLOW\6$1'
6&
FOD\H\6$1'
6&60
VLOW\FOD\H\6$1'
),1(
*5$,1('
62,/6
RU
PRUHSDVVHV
1RVLHYH
6,/7DQG
&/$<
OLTXLGOLPLW
OHVVWKDQ
,125*$1,&
&/
OHDQ&/$<
0/
6,/7
&/0/
VLOW\&/$<
25*$1,&
2/ 3,!
RUJDQLF&/$<
2/ 3,
RUJDQLF6,/7
6,/7DQG
&/$<
OLTXLGOLPLW
RUPRUH
,125*$1,&
&+
IDW&/$<
0+
HODVWLF6,/7
25*$1,&
2+ SORWVRQRU
DERYH³$´OLQH
RUJDQLF&/$<
2+ SORWV
EHORZ³$´OLQH
RUJDQLF6,/7
+LJKO\2UJDQLF6RLOV
37
3HDW
86&60(7+2'2)62,/&/$66,),&$7,21
$SSDUHQW'HQVLW\&RDUVH*UDLQHG6RLO
$SSDUHQW
'HQVLW\
6SRROLQJ&DEOHRU&DWKHDG
$XWRPDWLF7ULS+DPPHU
637
EORZVIRRW
0RGL¿HG
6SOLW%DUUHO
EORZVIRRW
637
EORZVIRRW
0RGL¿HG
6SOLW%DUUHO
EORZVIRRW
9HU\/RRVH
/RRVH
0HGLXP
'HQVH
'HQVH
9HU\'HQVH
!
!
!
!
&RQVLVWHQF\)LQH*UDLQHG6RLO
&RQVLV
WHQF\
6SRROLQJ&DEOHRU&DWKHDG
$XWRPDWLF7ULS+DPPHU
637
EORZVIRRW
0RGL¿HG
6SOLW%DUUHO
EORZVIRRW
637
EORZVIRRW
0RGL¿HG
6SOLW%DUUHO
EORZVIRRW
9HU\6RIW
6RIW
)LUP
6WLႇ
9HU\6WLႇ
+DUG
!
!
!
!
/,48,'/,0,7 //
3/$67,&,7<,1'(; 3,
0+RU2+
0/RU2/
&/0/
3ODVWLFLW\&KDUW
*UDLQ6L]H
'HVFULSWLRQ
6LHYH
6L]H
*UDLQ6L]H
$SSUR[LPDWH
6L]H
%RXOGHUV
!´
!´
/DUJHUWKDQ
EDVNHWEDOOVL]HG
&REEOHV
´
´
)LVWVL]HGWR
EDVNHWEDOOVL]HG
*UDYHO
&RDUVH
´
´
7KXPEVL]HGWR
¿VWVL]HG
)LQH
´
´
3HDVL]HGWR
WKXPEVL]HG
6DQG
&RDUVH
´
5RFNVDOWVL]HGWR
SHDVL]HG
0HGLXP
´
6XJDUVL]HGWR
URFNVDOWVL]HG
)LQH
´
)ORXUVL]HGWR
VXJDUVL]HG
)LQHV
3DVVLQJ
´
)ORXUVL]HGDQG
VPDOOHU
&+RU2+
&/RU2/
;;;;
SM
CL
%XONVDPSOH
0RGLILHGVSOLWEDUUHOGULYHVDPSOHU
1RUHFRYHU\ZLWKPRGLILHGVSOLWEDUUHOGULYHVDPSOHU
6DPSOHUHWDLQHGE\RWKHUV
6WDQGDUG3HQHWUDWLRQ7HVW 637
1RUHFRYHU\ZLWKD637
6KHOE\WXEHVDPSOH'LVWDQFHSXVKHGLQLQFKHVOHQJWKRIVDPSOHUHFRYHUHGLQLQFKHV
1RUHFRYHU\ZLWK6KHOE\WXEHVDPSOHU
&RQWLQXRXV3XVK6DPSOH
6HHSDJH
*URXQGZDWHUHQFRXQWHUHGGXULQJGULOOLQJ
*URXQGZDWHUPHDVXUHGDIWHUGULOOLQJ
0$-250$7(5,$/7<3( 62,/
6ROLGOLQHGHQRWHVXQLWFKDQJH
'DVKHGOLQHGHQRWHVPDWHULDOFKDQJH
$WWLWXGHV 6WULNH'LS
E %HGGLQJ
F &RQWDFW
M -RLQW
I )UDFWXUH
) )DXOW
FV &OD\6HDP
V 6KHDU
EVV %DVDO6OLGH6XUIDFH
VI 6KHDU)UDFWXUH
V] 6KHDU=RQH
VEV 6KHDU%HGGLQJ6XUIDFH
7KHWRWDOGHSWKOLQHLVDVROLGOLQHWKDWLVGUDZQDWWKHERWWRPRIWKHERULQJ
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
BORING LOG EXPLANATION SHEET
%25,1*/2*
0
5
10
15
20
27
14
43
20
13.4
14.9
112.3
104.7
SC
ASPHALT CONCRETE: Approximately 5 inches thick.
AGGREGATE BASE: Approximately 5 inches thick.
ALLUVIUM:
Brown, dry, medium dense, clayey SAND; scattered caliche filaments and nodules.
Dense.
Medium dense.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/9/20 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 1
CHANDLER WATER MAIN REPLACEMENT
CHANDLER, ARIZONA
606283001 |
4/20
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/9/20
BORING NO.
B-1
GROUND ELEVATION 1,208' r (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (Wildcat)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
JSR
1
0
5
10
15
20
19
83/11"
50
50/5"
11.0
8.4
98.3
95.3
CL
SC
ASPHALT CONCRETE: Approximately 3 inches thick.
AGGREGATE BASE: Approximately 5 inches thick.
ALLUVIUM:
Brown, dry, very stiff, lean CLAY with sand; trace gravel; scattered caliche nodules.
Hard.
Brown, moist, very dense, clayey SAND.
Total Depth = 9.4 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/9/20 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 2
CHANDLER WATER MAIN REPLACEMENT
CHANDLER, ARIZONA
606283001 |
4/20
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/9/20
BORING NO.
B-2
GROUND ELEVATION 1,208' r (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (Wildcat)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
JSR
1
0
5
10
15
20
23
19
64
19
13.3
10.3
104.4
87.1
SC
SC
ASPHALT CONCRETE: Approximately 2 1/2 inches thick.
AGGREGATE BASE: Approximately 5 inches thick.
FILL:
Brown, dry, medium dense, clayey SAND; scattered caliche nodules.
ALLUVIUM:
Brown, dry, medium dense, clayey SAND; few gravel.
Very dense.
Medium dense; scattered caliche nodules.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/9/20 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 3
CHANDLER WATER MAIN REPLACEMENT
CHANDLER, ARIZONA
606283001 |
4/20
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/9/20
BORING NO.
B-3
GROUND ELEVATION 1,208' r (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (Wildcat)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
JSR
1
0
5
10
15
20
8
18
18
66
10.0
11.7
103.7
107.4
SC
SC
ASPHALT CONCRETE: Approximately 6 inches thick.
AGGREGATE BASE: Approximately 5 inches thick.
FILL:
Brown, dry, medium dense, clayey SAND.
ALLUVIUM:
Brown, dry, medium dense, clayey SAND.
Dense.
Total Depth = 10 feet.
Groundwater not encountered during drilling.
Backfilled and asphalt concrete patched on 3/9/20 shortly after completion of drilling.
Notes:
Groundwater, though not encountered at the time of drilling, may rise to a higher level due
to seasonal variations in precipitation and several other factors as discussed in the report.
The ground elevation shown above is an estimation only. It is based on our interpretations
of published maps and other documents reviewed for the purposes of this evaluation. It is
not sufficiently accurate for preparing construction bids and design documents.
FIGURE A- 4
CHANDLER WATER MAIN REPLACEMENT
CHANDLER, ARIZONA
606283001 |
4/20
DEPTH (feet)
Bulk
SAMPLES
Driven
BLOWS/FOOT
MOISTURE (%)
DRY DENSITY (PCF)
SYMBOL
CLASSIFICATION
U.S.C.S.
DESCRIPTION/INTERPRETATION
DATE DRILLED
3/9/20
BORING NO.
B-4
GROUND ELEVATION 1,208' r (MSL)
SHEET
1
OF
METHOD OF DRILLING CME-75, 8" Diameter Hollow-Stem Auger (Wildcat)
DRIVE WEIGHT
140 lbs. (Automatic Trip Hammer)
DROP
30"
SAMPLED BY
DM
LOGGED BY
DM
REVIEWED BY
JSR
1
3202 East Harbour Drive | Phoenix, Arizona 85034 | p. 602.243.1600
ARIZONA | CALIFORNIA | COLORADO | NEVADA | TEXAS | UTAH
ninyoandmoore.com
Chandler Water Main Replacement
APPENDIX B
POTHOLE RESULTS
Address:
Date of
Report:
Cust Job #:
Safe Site
Project #:
Test Hole #
Utility Owner
Utility Type
Quantity
Pipe Size(s)
Material / Structure
Direction
Soil Type
Surface Cut
Ground Elevation
Depth to Top of
Facility (Feet)
Depth to Bottom of
Facility (Feet)
Top Elevation
Bottom
Elevation
Pipe OD or
Structure
Height
(inches)
Date Verified
Comments
PH 1
City of Chandler
Water
1
3/4"
Copper
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
841498.38
718379.42
1204.03
3.45
3.51
1200.58
1200.52
0.75
9/25/2023
PH 1-1
UNKNOWN
Unknown
1
1" cable exiting 2"
conduit
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
841498.35
718378.04
1204.06
1.15
1.35
1202.91
1202.71
2.38
9/25/2023
Cable turns and runs East and West
PH 2
CenturyLink
Comm
2
2"
PVC
NORTH & SOUTH
Native Backfill
None Off-Road
841496.02
718342.44
1204.62
2.11
2.31
1202.51
1202.31
2.38
9/25/2023
PH 3
City of Chandler
Water
No Utility Found (See
Comments)
Native Backfill
None Off-Road
841504.87
718340.45
1204.63
7.60
#VALUE!
1197.03
9/25/2023
Looking for a water main. We located it to the East
(PH1) but could not trace it West. We potholed
down to 7.6' and slotted 2' on either side of the
bluestake but did not find the waterline. We
clamped the line directly and could not get a signal
from it.
PH 4
City of Chandler
Water
1
6"
ACP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
841679.18
718434.83
1204.18
3.72
4.33
1200.46
1199.85
7.26
9/25/2023
PH 5
City of Chandler
Water
1
12"
ACP
EAST & WEST
Native Backfill
None Off-Road
841641.88
718326.07
1204.34
3.99
5.16
1200.35
1199.18
14.03
9/25/2023
PH 6
City of Chandler
Storm Drain
1
12"
RCP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
841655.83
718387.30
1204.28
2.07
3.45
1202.21
1200.84
16.50
9/25/2023
PH 7
City of Chandler
Storm Drain
Concrete Cap or
Encasement
NORTH & SOUTH
841329.33
718385.14
1203.64
0.74
1202.90
9/25/2023
Ran into concrete and could not dig any further
PH 8
City of Chandler
Storm Drain
No Utility Found (See
Comments)
Native Backfill
Jackhammer &
Coldpatch
841007.46
718382.82
1203.38
5.55
1197.83
9/25/2023
Dry hole looking for Storm Drain. Moved to West
side of concrete apron to try to get the storm drain
but it is to far to tunnel under and get an accurate
measurement.
PH 9
City of Chandler
Storm Drain
1
Encased - See
Comments
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
841008.44
718386.91
1203.43
0.87
2.52
1202.56
1200.91
19.80
9/25/2023
PH 10
CenturyLink
Comm
1
1"
Direct Buried Cable
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
841044.19
718377.69
1203.69
2.89
2.99
1200.80
1200.70
1.25
9/25/2023
PH 11
City of Chandler
Water
1
6"
ACP
NE & SW
Native Backfill
Jackhammer &
Coldpatch
841152.64
718358.06
1203.99
3.78
4.39
1200.21
1199.60
7.26
9/25/2023
PH 12
City of Chandler
Storm Drain
1
18"
RCP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840967.11
718376.14
1203.64
3.13
5.05
1200.51
1198.60
23.00
9/25/2023
PH 13
SW Gas
Gas
1
2"
PE
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840852.17
718378.42
1203.79
2.82
3.02
1200.97
1200.77
2.38
9/27/2023
PH 13-1
SW Gas
Gas
1
2"
PE
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840855.72
718378.23
1203.67
3.05
3.25
1200.62
1200.42
2.38
9/27/2023
Abandoned gas
PH 14
SRP
Electric
1
Encased - See
Comments
SE & NW
Native Backfill
Cut & Patch
840674.37
718380.58
1203.89
0.6
2.98
1203.29
1200.91
28.56
9/27/2023
Encasement
PH 15
City of Chandler
Storm Drain
1
30"
RCP
NORTH & SOUTH
Native Backfill
Cut & Patch
840715.74
718372.72
1203.93
4.64
7.72
1199.29
1196.20
37.00
9/27/2023
PH 16
CenturyLink
Comm
1
2"
PVC
EAST & WEST
Native Backfill
Cut & Patch
840383.15
718382.86
1204.27
2.41
2.61
1201.86
1201.66
2.38
9/27/2023
PH 16-1
CenturyLink
Comm
1
2"
PVC
EAST & WEST
Native Backfill
Cut & Patch
840385.74
718384.15
1204.20
3.16
3.36
1201.04
1200.84
2.38
9/27/2023
PH 17
CenturyLink
F/O
3
1.50"
Bundle
EAST & WEST
Native Backfill
Cut & Patch
840374.74
718378.77
1204.25
3.46
3.79
1200.79
1200.46
3.92
9/27/2023
PH 18
AT&T
Comm
1
2"
PVC
EAST & WEST
Native Backfill
Cut & Patch
840369.19
718380.55
1204.15
5.32
5.52
1198.83
1198.63
2.38
9/27/2023
PH 19
SW Gas
Gas
1
4"
PVC
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840311.66
718378.81
1204.20
3.61
4.01
1200.59
1200.19
4.80
9/27/2023
Northing & Easting
Test Hole Summary Report
Report Prepared for:
Description of Project:
Chandler WMR 2022
GHD
1/8/2024
22-08-3204
Chandler, AZ
PO 380-001735
Horizontal and vertical locations of utilities obtained by actual exposure and subsequent measurement of subsurface utilities at a specific point. Diameters shown are estimated visually and may not be exact.
TestHoleSummary_22-08-3204 - Chandler WMR 2022_1.8.24js.xlsm
Address:
Date of
Report:
Cust Job #:
Safe Site
Project #:
Test Hole #
Utility Owner
Utility Type
Quantity
Pipe Size(s)
Material / Structure
Direction
Soil Type
Surface Cut
Ground Elevation
Depth to Top of
Facility (Feet)
Depth to Bottom of
Facility (Feet)
Top Elevation
Bottom
Elevation
Pipe OD or
Structure
Height
(inches)
Date Verified
Comments
Northing & Easting
Test Hole Summary Report
Report Prepared for:
Description of Project:
Chandler WMR 2022
GHD
1/8/2024
22-08-3204
Chandler, AZ
PO 380-001735
PH 20
SRP
Electric
3
2"
PVC
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840307.66
718376.53
1204.20
5.34
5.54
1198.86
1198.67
2.38
9/27/2023
PH 21
SW Gas
Gas
1
2"
PE
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840019.41
718386.07
1203.38
3.22
3.42
1200.16
1199.96
2.38
9/27/2023
PH 22
Other (See
Comments)
No Utility Found (See
Comments)
Native Backfill
Jackhammer &
Coldpatch
840670.97
718379.76
1203.93
7.16
1196.77
9/27/2023
Dry hole looking for Power/Comm. Map shows 2
electric lines but bluestake marked a comm we
cleared down to 7.16' deep and slotted 2 feet each
direction. No utility found.
PH 23
SW Gas
Gas
1
1/2"
PE
SE & NW
Native Backfill
Jackhammer &
Coldpatch
840188.46
718380.77
1203.80
2.60
2.66
1201.20
1201.14
0.75
9/27/2023
PH 23-1
UNKNOWN
Unknown
1
6"
Steel
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840188.09
718378.55
1204.00
2.72
3.27
1201.28
1200.72
6.63
9/27/2023
PH 24
SRP
Electric
No Utility Found (See
Comments)
Native Backfill
Jackhammer &
Coldpatch
839990.56
718380.08
1203.33
6.72
1196.61
9/27/2023
Cleared Hole looking for Power for the street light.
Utility not marked by 811 and we could not recreate
what was shown on the map. Cleared down to 6.72'
and slotted 2' each direction. No Utility Found
PH 25
SW Gas
Gas
1
3/4"
PE
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
839943.02
720032.72
1207.22
2.41
2.49
1204.81
1204.72
1.00
9/28/2023
PH 26
SW Gas
Gas
1
1"
PE
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
839457.29
720031.01
1207.99
2.90
3.01
1205.09
1204.98
1.32
9/28/2023
PH 27
City of Chandler
Storm Drain
1
30"
RCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840078.21
719040.97
1205.52
4.40
7.48
1201.12
1198.04
37.00
9/28/2023
PH 28
SRP
Electric
1
2"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
839791.99
719075.35
1205.18
2.35
2.55
1202.83
1202.63
2.38
9/28/2023
PH 29
CenturyLink
Comm
1
1 1/2"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
839793.52
719076.58
1205.21
3.52
3.68
1201.69
1201.53
1.90
9/28/2023
PH 30
MCI
Comm
1
4"
PVC
NORTH & SOUTH
Native Backfill
None Off-Road
839794.09
719063.99
1205.24
5.04
5.44
1200.20
1199.80
4.80
9/28/2023
PH 31
City of Chandler
Irrigation
1
18"
RCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
839799.22
719693.67
1207.01
.96
2.88
1206.05
1204.13
23.00
9/28/2023
PH 32
SW Gas
Gas
1
1/2"
PE
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840623.09
718377.88
1204.17
2.19
2.25
1201.98
1201.92
0.75
9/28/2023
PH 33
Cox
F/O
3
1.5"
PE
EAST & WEST
Native Backfill
None Off-Road
840376.51
718879.38
1204.74
4.32
4.65
1200.42
1200.08
4.00
9/28/2023
PH 33-1
Cox
F/O
1
2"
PVC
EAST & WEST
Native Backfill
None Off-Road
840372.19
718879.02
1204.92
5.05
5.25
1199.87
1199.68
2.38
9/28/2023
PH 34
City of Chandler
Storm Drain
1
30"
RCP
EAST & WEST
Screened Backfill
Cut & Patch
841690.91
718874.78
1204.80
1.02
4.10
1203.78
1200.69
37.00
9/29/2023
Unable to accurately verify pipe size because it was
right under the subgrade. We could only expose half
of the storm drain at 18"
PH 35
CenturyLink
Comm
2
3/4"/ 1.5"
Direct Buried Cable
EAST & WEST
Screened Backfill
Cut & Patch
841694.74
718875.04
1204.94
3.30
4.28
1201.64
1200.65
11.80
9/29/2023
PH 36
City of Chandler
Water
1
6"
ACP
NORTH & SOUTH
Screened Backfill
Cut & Patch
841719.06
718868.40
1205.07
5.35
5.96
1199.72
1199.11
7.26
9/29/2023
PH 37
SW Gas
Gas
1
2"
PE
NORTH & SOUTH
Screened Backfill
Cut & Patch
841658.11
718857.15
1204.24
2.65
2.85
1201.59
1201.39
2.38
9/29/2023
PH 38
City of Chandler
Storm Drain
1
18"
RCP
NORTH & SOUTH
Slurry
Cut & Patch
841657.68
718841.28
1204.79
0.83
2.75
1203.96
1202.04
23.00
9/29/2023
Hit concrete under asphalt. Opened up manhole for
storm drain and got pipe size
PH 39
City of Chandler
Water
1
6"
ACP
NORTH & SOUTH
Screened Backfill
Cut & Patch
841013.26
718894.62
1204.89
3.10
3.71
1201.79
1201.18
7.26
9/29/2023
Horizontal and vertical locations of utilities obtained by actual exposure and subsequent measurement of subsurface utilities at a specific point. Diameters shown are estimated visually and may not be exact.
TestHoleSummary_22-08-3204 - Chandler WMR 2022_1.8.24js.xlsm
Address:
Date of
Report:
Cust Job #:
Safe Site
Project #:
Test Hole #
Utility Owner
Utility Type
Quantity
Pipe Size(s)
Material / Structure
Direction
Soil Type
Surface Cut
Ground Elevation
Depth to Top of
Facility (Feet)
Depth to Bottom of
Facility (Feet)
Top Elevation
Bottom
Elevation
Pipe OD or
Structure
Height
(inches)
Date Verified
Comments
Northing & Easting
Test Hole Summary Report
Report Prepared for:
Description of Project:
Chandler WMR 2022
GHD
1/8/2024
22-08-3204
Chandler, AZ
PO 380-001735
PH 40
SW Gas
Gas
1
3"
PE
SE & NW
Native Backfill
Jackhammer &
Coldpatch
840029.68
717184.41
1201.99
5.69
5.98
1196.30
1196.01
3.50
9/29/2023
PH 41
SRP
Electric
1
2.5 "
PE
EAST & WEST
Native Backfill
None Off-Road
839264.64
716277.76
1199.86
5.15
5.39
1194.71
1194.47
2.88
9/29/2023
PH 42
CenturyLink
Comm
1
3/4"
Direct Buried Cable
EAST & WEST
Native Backfill
None Off-Road
839234.73
716292.34
1199.81
2.14
2.22
1197.67
1197.59
1.00
9/29/2023
PH 43
MCI
Comm
1
2"
HDPE
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
839081.66
719065.27
1207.82
3.66
3.86
1204.16
1203.97
2.38
9/29/2023
PH 44
SRP
Irrigation
1
24"
RCP
NORTH & SOUTH
Screened Backfill
Cut & Patch
839082.30
719698.85
1208.60
1.84
4.34
1206.76
1204.26
30.00
9/29/2023
PH 45
City of Chandler
Water
1
8"
Steel
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840305.54
716807.16
1200.42
2.92
3.64
1197.50
1196.78
8.63
9/29/2023
PH 46
Cox
Comm
1
2"
PVC
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840293.85
716516.94
1199.88
2.59
2.79
1197.29
1197.09
2.38
9/29/2023
PH 47
SRP
Electric
1
2"- pvc
Encased - See
Comments
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840314.64
716514.48
1199.57
3.45
5.11
1196.12
1194.46
19.92
9/29/2023
We were only able to expose one of the conduits in
the encasement. Measurements are from top and
bottom of encasement
PH 48
AT&T
Comm
2
1 1/2"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840341.60
717665.48
1203.18
5.64
5.97
1197.54
1197.21
4.00
10/2/2023
PH 49
SRP
Electric
1
4"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840340.67
717661.48
1203.06
3.72
4.12
1199.34
1198.94
4.80
10/2/2023
PH 50
SRP
Electric
1
2"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840340.45
717654.94
1202.96
2.08
2.28
1200.88
1200.69
2.38
10/2/2023
PH 51
SRP
Irrigation
1
24"
RCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840340.25
717648.86
1202.82
2.11
4.61
1200.71
1198.21
30.00
10/3/2023
PH 52
Cox
Comm
2-2" pvc/2-1.5" pe
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840340.26
717643.50
1202.73
7.77
8.20
1194.96
1194.53
5.20
10/2/2023
PH 53
SRP
Electric
1
2"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840340.74
717638.40
1202.69
2.55
2.75
1200.14
1199.95
2.38
10/2/2023
PH 54
Cox
Comm
Encased - See
Comments
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840342.26
717733.88
1202.91
2.94
4.59
1199.97
1198.32
19.80
10/2/2023
PH 55
City of Chandler
Electric
1
2"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840340.92
717736.69
1202.86
2.21
2.41
1200.65
1200.45
2.38
10/2/2023
Traffic signal
PH 56
City of Chandler
Comm
1
2"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840341.87
717740.08
1202.85
4.19
4.39
1198.66
1198.46
2.38
10/2/2023
Traffic signal
PH 57
Zayo
Comm
2
1 1/2"
PE
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840340.82
717769.58
1203.02
4.40
4.72
1198.62
1198.30
3.80
10/2/2023
PH 58
SRP
Irrigation
No Utility Found (See
Comments)
Concrete
Jackhammer &
Coldpatch
840354.29
717724.99
1202.98
0.59
#VALUE!
1202.39
10/3/2023
Dry hole looking for irrigation. Hit concrete directly
below asphalt. There is a patch on the NE corner of
the intersection and all the holes we did within that
patch had concrete directly below the asphalt
PH 59
City of Chandler
Water
1
12"
ACP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840366.23
717719.31
1203.16
5.05
6.22
1198.11
1196.94
14.03
10/3/2023
Horizontal and vertical locations of utilities obtained by actual exposure and subsequent measurement of subsurface utilities at a specific point. Diameters shown are estimated visually and may not be exact.
TestHoleSummary_22-08-3204 - Chandler WMR 2022_1.8.24js.xlsm
Address:
Date of
Report:
Cust Job #:
Safe Site
Project #:
Test Hole #
Utility Owner
Utility Type
Quantity
Pipe Size(s)
Material / Structure
Direction
Soil Type
Surface Cut
Ground Elevation
Depth to Top of
Facility (Feet)
Depth to Bottom of
Facility (Feet)
Top Elevation
Bottom
Elevation
Pipe OD or
Structure
Height
(inches)
Date Verified
Comments
Northing & Easting
Test Hole Summary Report
Report Prepared for:
Description of Project:
Chandler WMR 2022
GHD
1/8/2024
22-08-3204
Chandler, AZ
PO 380-001735
PH 60
Zayo
Comm
3
1.5"
PE
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840366.66
717720.77
1203.16
8.36
8.94
1194.80
1194.22
6.90
10/3/2023
PH 61
CenturyLink
Comm
Duct Bank
4"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840365.94
717722.05
1203.08
6.41
7.25
1196.67
1195.83
10.04
10/3/2023
PH 62
City of Chandler
Water
1
12"
ACP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840377.59
717719.93
1203.16
5.31
6.48
1197.85
1196.68
14.03
10/3/2023
Waterline 45's down to go below storm drain
PH 63
City of Chandler
Storm Drain
1
30"
RCP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840383.44
717720.54
1203.10
4.55
7.63
1198.55
1195.47
37.00
10/3/2023
PH 64
City of Chandler
Water
No Utility Found (See
Comments)
Concrete
Jackhammer &
Coldpatch
840341.26
717720.77
1203.16
0.70
#VALUE!
1202.46
10/4/2023
Looking for water line and came down on concrete.
There is a patch on the NE corner of the intersection
and all the holes we did within that patch had
concrete directly below the asphalt
PH 65
SW Gas
Gas
No Utility Found (See
Comments)
Concrete
Jackhammer &
Coldpatch
840341.14
717716.40
1203.32
1.46
#VALUE!
1201.86
10/4/2023
Looking for gas line. There is a patch on the NE
corner of the intersection and all the holes we did
within that patch had concrete directly below the
asphalt
PH 66
Zayo
Comm
2
2"
PE
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840317.89
717671.02
1203.29
6.20
6.60
1197.09
1196.69
4.76
PH 67
City of Chandler
Water
1
8"
Steel
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840310.76
717671.52
1203.29
4.10
4.82
1199.19
1198.47
8.63
10/4/2023
PH 68
City of Chandler
Comm
2
2"
PVC
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840302.83
717674.86
1203.41
2.74
2.94
1200.67
1200.47
2.38
10/4/2023
Traffic signal
PH 69
SW Gas
Gas
1
6"
PVC
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840305.28
717674.12
1203.34
6.04
6.62
1197.30
1196.73
6.90
10/4/2023
PH 70
SW Gas
Gas
1
4"
PE
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840185.77
717126.24
1201.50
2.50
2.90
1199.00
1198.60
4.80
10/4/2023
PH 71
Zayo
Comm
3
1.5"
PE
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840351.81
715352.20
1196.83
5.01
5.33
1191.82
1191.50
3.80
10/4/2023
PH 72
City of Chandler
Comm
1
4"
PVC
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840355.82
715351.22
1196.92
4.01
4.41
1192.91
1192.51
4.80
10/4/2023
PH 73
City of Chandler
Comm
1
4"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840342.03
715385.13
1197.18
3.76
4.16
1193.42
1193.02
4.80
10/5/2023
PH 74
City of Chandler
Storm Drain
1
24"
RCP
NE & SW
Native Backfill
Jackhammer &
Coldpatch
840340.80
715232.57
1196.75
2.52
5.02
1194.23
1191.73
30.00
10/5/2023
PH 75
CenturyLink
Comm
1
1/5"
Direct Buried Cable
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840341.96
715196.29
1196.61
2.05
2.09
1194.56
1194.51
0.50
10/5/2023
PH 76
SRP
Electric
1
3"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840342.82
715187.33
1196.58
2.56
2.85
1194.02
1193.72
3.50
10/5/2023
PH 77
SW Gas
Gas
1
4"
PE
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840342.04
715089.27
1197.34
3.25
3.65
1194.09
1193.69
4.80
10/5/2023
PH 78
SRP
Electric
Duct Bank
3"
PE
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840346.58
716371.88
1199.63
4.54
5.15
1195.09
1194.49
7.30
10/5/2023
PH 79
SW Gas
Gas
1
2"
PE
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840161.08
716805.28
1200.61
2.23
2.43
1198.38
1198.18
2.38
10/5/2023
PH 80
SRP
Electric
1
1/2"
Direct Buried Cable
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840301.40
716806.59
1200.40
2.86
2.90
1197.54
1197.50
0.50
10/5/2023
PH 81
City of Chandler
Storm Drain
1
30"
RCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840345.61
718373.53
1204.31
5.46
8.54
1198.85
1195.76
37.00
10/6/2023
Horizontal and vertical locations of utilities obtained by actual exposure and subsequent measurement of subsurface utilities at a specific point. Diameters shown are estimated visually and may not be exact.
TestHoleSummary_22-08-3204 - Chandler WMR 2022_1.8.24js.xlsm
Address:
Date of
Report:
Cust Job #:
Safe Site
Project #:
Test Hole #
Utility Owner
Utility Type
Quantity
Pipe Size(s)
Material / Structure
Direction
Soil Type
Surface Cut
Ground Elevation
Depth to Top of
Facility (Feet)
Depth to Bottom of
Facility (Feet)
Top Elevation
Bottom
Elevation
Pipe OD or
Structure
Height
(inches)
Date Verified
Comments
Northing & Easting
Test Hole Summary Report
Report Prepared for:
Description of Project:
Chandler WMR 2022
GHD
1/8/2024
22-08-3204
Chandler, AZ
PO 380-001735
PH 82
CenturyLink
Comm
1
1.5"
Direct Buried Cable
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840346.44
718340.37
1204.17
3.01
3.17
1201.16
1201.00
1.90
10/6/2023
PH 83
Cox
Comm
1
2"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840346.41
718333.96
1204.16
1.91
2.11
1202.25
1202.05
2.38
10/6/2023
PH 84
City of Chandler
Storm Drain
1
15"
RCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840346.34
718319.80
1204.11
3.54
5.19
1200.57
1198.93
19.75
10/6/2023
PH 85
Cox
Comm
Duct Bank
2"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840016.56
717740.02
1203.10
3.53
4.08
1199.57
1199.02
6.62
10/6/2023
PH 86
City of Chandler
Electric
1
2"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840015.80
717737.25
1203.08
2.25
2.45
1200.83
1200.63
2.38
10/6/2023
PH 87
City of Chandler
Comm
1
3"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840015.69
717735.31
1203.06
2.35
2.64
1200.71
1200.42
3.50
10/6/2023
T/S fiber
PH 88
CenturyLink
Comm
6
4"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840014.90
717729.62
1202.98
7.15
7.97
1195.83
1195.02
9.82
10/6/2023
PH 89
SRP
Electric
Encased - See
Comments
SE & NW
Native Backfill
Jackhammer &
Coldpatch
840349.48
716637.71
1200.05
3.58
4.11
1196.47
1195.94
6.32
10/9/2023
Concrete cap or encasement
PH 90
SW Gas
Gas
1
2"
PE
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840348.23
716693.23
1200.21
3.16
3.36
1197.05
1196.85
2.38
10/9/2023
PH 91
City of Chandler
Storm Drain
1
48"
RCP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840328.14
716804.92
1200.62
7.47
12.43
1193.15
1188.19
59.50
10/9/2023
PH 92
City of Chandler
Storm Drain
1
48"
RCP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840330.71
717125.10
1201.55
7.98
12.94
1193.57
1188.61
59.50
10/9/2023
PH 93
CenturyLink
Comm
1
1/2"
Direct Buried Cable
EAST & WEST
Native Backfill
None Off-Road
840029.49
717933.64
1203.57
3.72
3.76
1199.85
1199.81
0.50
10/9/2023
PH 94
SRP
Electric
No Utility Found (See
Comments)
EAST & WEST
Slurry
Jackhammer &
Coldpatch
840313.36
716111.72
1198.45
0.56
1197.89
10/9/2023
Dry hole looking for electric. Ran into concrete/
slurry unable to dig through. E/M depth is 4' 5"
PH 95
SRP
Electric
1
2.5"
PE
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840345.20
716120.91
1198.69
3.79
4.03
1194.90
1194.66
2.88
10/9/2023
PH 96
SW Gas
Gas
1
2"
PE
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840349.98
716286.04
1198.96
3.83
4.03
1195.13
1194.93
2.38
10/10/2023
PH 97
SW Gas
Gas
1
2"
PE
NORTH & SOUTH
Slurry
Jackhammer &
Coldpatch
840347.24
716309.84
1199.13
3.11
3.31
1196.02
1195.82
2.38
10/10/2023
Looking for electric. Found unmarked gas line. Tried
to locate the electric and kept bleeding off on all the
different utilities. Unable to find electric.
PH 98
City of Chandler
Storm Drain
1
48"
RCP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840326.98
716516.75
1199.81
7.98
12.94
1191.83
1186.87
59.50
10/10/2023
PH 99
City of Chandler
Storm Drain
1
48"
RCP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840324.64
715630.55
1197.97
9.10
14.06
1188.87
1183.91
59.50
10/10/2023
PH 100
City of Chandler
Storm Drain
1
48"
RCP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840325.64
716113.89
1198.90
8.61
13.57
1190.29
1185.33
59.50
10/10/2023
PH 101
City of Chandler
Sewer
1
4"
VCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840345.38
716164.54
1198.76
4.48
4.90
1194.28
1193.86
5.00
10/10/2023
PH 102
City of Chandler
Storm Drain
1
18"
RCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840347.28
718789.30
1204.94
3.81
5.73
1201.13
1199.21
23.00
10/11/2023
PH 103
SW Gas
Gas
1
2"
Steel
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840348.21
719017.25
1205.20
3.38
3.58
1201.82
1201.63
2.38
10/11/2023
Horizontal and vertical locations of utilities obtained by actual exposure and subsequent measurement of subsurface utilities at a specific point. Diameters shown are estimated visually and may not be exact.
TestHoleSummary_22-08-3204 - Chandler WMR 2022_1.8.24js.xlsm
Address:
Date of
Report:
Cust Job #:
Safe Site
Project #:
Test Hole #
Utility Owner
Utility Type
Quantity
Pipe Size(s)
Material / Structure
Direction
Soil Type
Surface Cut
Ground Elevation
Depth to Top of
Facility (Feet)
Depth to Bottom of
Facility (Feet)
Top Elevation
Bottom
Elevation
Pipe OD or
Structure
Height
(inches)
Date Verified
Comments
Northing & Easting
Test Hole Summary Report
Report Prepared for:
Description of Project:
Chandler WMR 2022
GHD
1/8/2024
22-08-3204
Chandler, AZ
PO 380-001735
PH 104
Zayo
Comm
2
2"
PE
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840349.63
719055.75
1205.32
3.38
3.58
1201.94
1201.74
2.38
10/11/2023
PH 105
City of Chandler
Storm Drain
1
18"
RCP
NORTH & SOUTH
Native Backfill
840349.49
719141.10
1205.30
3.40
5.32
1201.90
1199.98
23.00
10/11/2023
PH 106
City of Chandler
Storm Drain
1
18"
RCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840353.46
719363.49
1205.42
3.02
4.94
1202.40
1200.48
23.00
10/11/2023
PH 107
City of Chandler
Storm Drain
1
18"
RCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840352.22
719451.30
1205.69
5.97
7.89
1199.72
1197.80
23.00
10/11/2023
PH 108
City of Chandler
Storm Drain
1
18"
RCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840353.31
719661.60
1206.00
4.00
5.92
1202.00
1200.09
23.00
10/11/2023
PH 109
SW Gas
Gas
1
2"
Steel
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840356.19
720020.12
1206.72
2.92
3.12
1203.80
1203.60
2.38
10/11/2023
PH 110
City of Chandler
Storm Drain
1
48"
RCP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840351.41
720028.63
1206.74
5.50
10.46
1201.24
1196.28
59.50
10/11/2023
PH 111
CenturyLink
Comm
1
1.5"
Direct Buried Cable
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840357.27
720183.23
1206.97
1.93
2.06
1205.04
1204.92
1.50
10/11/2023
PH 112
City of Chandler
Water
1
6"
DIP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840357.41
720199.83
1207.03
3.35
3.93
1203.68
1203.10
6.90
10/11/2023
PH 113
City of Chandler
Water
1
8"
DIP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840362.27
720392.01
1207.61
2.84
3.59
1204.77
1204.01
9.05
10/11/2023
Exposed at Tee
PH 114
City of Chandler
Storm Drain
1
18"
RCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840358.91
720348.58
1207.36
4.61
6.53
1202.75
1200.84
23.00
10/11/2023
PH 115
Zayo
Comm
2
1-4"/1-2"pe
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840033.05
717664.63
1202.80
3.14
3.69
1199.66
1199.11
6.62
10/11/2023
PH 116
SRP
Irrigation
1
24"
RCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840032.88
717647.98
1202.74
1.68
4.18
1201.06
1198.56
30.00
10/11/2023
PH 117
SW Gas
Gas
1
3"
PE
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840031.04
717646.28
1202.73
3.45
3.74
1199.28
1198.99
3.50
10/12/2023
PH 118
City of Chandler
Water
1
8"
Steel
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840030.21
717640.63
1202.67
3.61
4.33
1199.06
1198.35
8.63
10/12/2023
PH 119
AT&T
Comm
3
1.5"
PE
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840031.85
717660.18
1202.84
4.16
4.48
1198.68
1198.36
3.80
10/12/2023
PH 120
CenturyLink
Comm
1
1/2"
Direct Buried Cable
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840032.93
717667.40
1202.72
2.22
2.26
1200.50
1200.46
0.50
10/12/2023
PH 121
SRP
Electric
Encased - See
Comments
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840032.56
717654.47
1202.85
4.13
4.80
1198.72
1198.05
8.00
10/12/2023
Joint trench with Cox Comm
PH 122
SW Gas
Gas
1
2"
PE
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840337.02
720028.36
1206.31
2.92
3.61
1203.39
1202.70
8.25
10/12/2023
PH 123
SRP
Electric
5
2"
PVC
SE & NW
Native Backfill
None Off-Road
839835.46
717746.38
1202.93
5.28
5.48
1197.65
1197.45
2.38
10/12/2023
PH 124
Cox
Comm
1
1"
PVC
NE & SW
Native Backfill
None Off-Road
839838.90
717748.38
1202.95
0.58
0.69
1202.37
1202.26
1.32
10/19/2023
PH 125
Cox
Comm
3
2-2" 1- 1/2"
PVC
NORTH & SOUTH
Native Backfill
None Off-Road
839835.59
717742.07
1203.25
2.85
3.37
1200.40
1199.88
6.20
10/19/2023
PH 126
Cox
Comm
1
4"
PVC
NORTH & SOUTH
Native Backfill
None Off-Road
839835.17
717740.90
1203.42
3.02
3.42
1200.40
1200.00
4.80
10/19/2023
Horizontal and vertical locations of utilities obtained by actual exposure and subsequent measurement of subsurface utilities at a specific point. Diameters shown are estimated visually and may not be exact.
TestHoleSummary_22-08-3204 - Chandler WMR 2022_1.8.24js.xlsm
Address:
Date of
Report:
Cust Job #:
Safe Site
Project #:
Test Hole #
Utility Owner
Utility Type
Quantity
Pipe Size(s)
Material / Structure
Direction
Soil Type
Surface Cut
Ground Elevation
Depth to Top of
Facility (Feet)
Depth to Bottom of
Facility (Feet)
Top Elevation
Bottom
Elevation
Pipe OD or
Structure
Height
(inches)
Date Verified
Comments
Northing & Easting
Test Hole Summary Report
Report Prepared for:
Description of Project:
Chandler WMR 2022
GHD
1/8/2024
22-08-3204
Chandler, AZ
PO 380-001735
PH 127
SRP
Electric
1
3"
PVC
NORTH & SOUTH
Native Backfill
None Off-Road
839835.17
717740.17
1203.39
4.40
4.69
1198.99
1198.69
3.50
10/19/2023
PH 128
Cox
Comm
2
4"
PVC
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
839835.23
717737.53
1203.33
5.63
6.03
1197.70
1197.30
4.80
10/19/2023
Had to undercut sidewalk
PH 129
City of Chandler
Water
1
6"
ACP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
839834.22
717733.36
1203.02
4.46
5.07
1198.56
1197.95
7.26
10/19/2023
PH 130
SW Gas
Gas High Pressure
1
8"
Steel
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
839834.77
717728.53
1203.03
3.32
4.04
1199.71
1198.99
8.63
10/19/2023
PH 131
City of Chandler
Water
1
6"
ACP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
839836.12
717721.53
1203.23
4.95
5.56
1198.28
1197.67
7.26
10/19/2023
Exposed at T joint. Covered in concrete
PH 132
City of Chandler
Water
1
12"
ACP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840016.35
717720.95
1203.14
4.65
5.82
1198.49
1197.32
14.03
10/19/2023
PH 133
SW Gas
Gas High Pressure
1
8"
Steel
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840016.38
717716.27
1203.33
4.80
5.52
1198.53
1197.81
8.63
10/19/2023
PH 134
City of Chandler
Storm Drain
1
12"
RCP
839962.98
717673.47
1202.95
3.97
5.35
1198.98
1197.60
16.50
10/19/2023
PH 135
City of Chandler
Sewer
1
6"
VCP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
839876.36
717674.17
1203.07
11.46
12.13
1191.61
1190.94
8.00
10/19/2023
PH 136
City of Chandler
Water
1
12"
DIP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
839848.26
717676.19
1203.13
4.82
5.92
1198.31
1197.21
13.20
10/20/2023
PH 137
City of Chandler
Water
1
Encased - See
Comments
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
839827.21
717676.14
1203.10
1.57
3.74
1201.53
1199.36
26.04
10/20/2023
Possible thrust block on stub. Unable to get clear
visual of bottom depth of encasement due to
another line being in the way
PH 137-1
Unknown
Unknown
1
1 1/2”
Direct Buried Cable
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
839826.00
717674.04
1203.06
3.78
3.91
1199.28
1199.16
1.50
10/20/2023
Looking for waterline, came across unknown
PH 138
City of Chandler
Sewer
1
4"
VCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840344.43
715609.28
1197.50
5.44
5.87
1192.06
1191.63
5.10
12/29/2023
PH 139
City of Chandler
Sewer
1
8"
VCP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840171.01
716510.61
1199.69
4.28
5.11
1195.41
1194.58
10.00
12/29/2023
PH 140
City of Chandler
Sewer
1
6"
VCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840016.05
717806.53
1203.28
5.57
6.24
1197.71
1197.04
8.00
12/29/2023
PH 141
City of Chandler
Sewer
1
4"
VCP
NORTH & SOUTH
Native Backfill
Jackhammer &
Coldpatch
840019.02
717924.13
1203.27
6.04
6.47
1197.23
1196.81
5.10
12/29/2023
PH 142
City of Chandler
Sewer
1
4"
VCP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
841332.96
718888.40
1204.70
5.45
5.88
1199.25
1198.83
5.10
12/29/2023
PH 143
City of Chandler
Sewer
1
4"
VCP
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840497.75
720001.80
1206.93
4.76
5.19
1202.17
1201.74
5.10
12/29/2023
PH 144
SW Gas
Gas
1
3/4"
Steel
EAST & WEST
Native Backfill
Jackhammer &
Coldpatch
840450.25
720002.25
1206.89
2.13
2.19
1204.76
1204.70
0.75
12/29/2023
Horizontal and vertical locations of utilities obtained by actual exposure and subsequent measurement of subsurface utilities at a specific point. Diameters shown are estimated visually and may not be exact.
TestHoleSummary_22-08-3204 - Chandler WMR 2022_1.8.24js.xlsm
Address:
Date of
Report:
Cust Job #:
Safe Site
Project #:
Test Hole #
Utility Owner
Utility Type
Quantity
Pipe Size(s)
Material / Structure
Direction
Soil Type
Surface Cut
Ground Elevation
Depth to Top of
Facility (Feet)
Depth to Bottom of
Facility (Feet)
Top Elevation
Bottom
Elevation
Pipe OD or
Structure
Height
(inches)
Date Verified
Comments
Northing & Easting
Test Hole Summary Report
Report Prepared for:
Description of Project:
Chandler WMR 2022
GHD
1/8/2024
22-08-3204
Chandler, AZ
PO 380-001735
MANHOLES
NORTHING
EASTING
RIM ELEVATION
RIM-INVERT
MEASUREMENT
INVERT ELEVATION
NOTES
PT
NORTHING
EASTING
ELEVATION
MH01
839789.61
719068.42
1205.04
4.40
1200.64
Storm Drain. 4" PVC
305
840342.72
718370.55
1204.25
MH02
839962.82
717705.80
1203.48
6.58
1196.90
City of Chandler. Sewer.
300
840327.17
715059.04
1197.75
IRR01
840372.76
717653.63
1205.12
5.62
1199.50
City of Chandler. Irrigation. RCP.
312
840357.53
720390.97
1206.86
IRR01
840369.24
717651.47
1205.00
6.75
1198.25
City of Chandler. Irrigation. RCP.
333
841664.24
718363.99
1203.54
IRR01
840371.87
717650.77
1205.15
7.37
1197.78
City of Chandler. Irrigation. RCP.
343
839036.20
720401.77
1210.72
MH03
840485.80
717680.01
1203.45
11.32
1192.13
City of Chandler. Sewer. VCP.
318
839009.09
716280.47
1201.41
MH03
840489.11
717680.19
1203.43
11.24
1192.19
City of Chandler. Sewer. VCP.
MH04
840350.58
717687.44
1203.71
11.67
1192.04
City of Chandler. Sewer. VCP.
PT
NORTHING
EASTING
ELEVATION
MH04
840346.33
717687.02
1203.71
11.95
1191.76
City of Chandler. Sewer. VCP.
305
840342.72
718370.55
1204.25
MH04
840347.43
717688.92
1203.73
11.74
1191.99
City of Chandler. Sewer. VCP.
MH05
840193.85
717687.55
1203.64
11.96
1191.68
City of Chandler. Sewer. VCP.
MH05
840192.22
717685.87
1203.55
11.61
1191.94
City of Chandler. Sewer. VCP.
MH05
840190.27
717687.42
1203.58
11.86
1191.72
City of Chandler. Sewer. VCP.
MH06
840298.73
717704.41
1203.50
7.50
1196.00
City of Chandler. Storm Drain. RCP.
MH06
840300.11
717706.11
1203.58
7.02
1196.56
City of Chandler. Storm Drain. RCP.
MH06
840302.68
717704.80
1203.61
7.62
1195.99
City of Chandler. Storm Drain. RCP.
MH07
840332.02
717704.22
1203.64
9.58
1194.06
City of Chandler. Storm Drain. RCP.
MH07
840329.19
717707.16
1203.55
7.96
1195.59
City of Chandler. Storm Drain. RCP.
MH07
840332.30
717708.63
1203.57
9.38
1194.19
City of Chandler. Storm Drain. RCP.
MH08
840380.42
717711.47
1203.52
7.62
1195.90
City of Chandler. Storm Drain. RCP.
MH08
840384.37
717711.86
1203.45
7.44
1196.01
City of Chandler. Storm Drain. RCP.
MH08
840383.24
717713.62
1203.35
7.67
1195.68
City of Chandler. Storm Drain. RCP.
MH09
840331.30
717213.49
1201.70
12.28
1189.42
City of Chandler. Storm Drain. RCP.
MH09
840331.12
717217.63
1201.73
12.39
1189.34
City of Chandler. Storm Drain. RCP.
MH10
840351.15
718204.43
1203.62
10.93
1192.69
City of Chandler. Sewer. VCP.
MH10
840351.22
718200.89
1203.60
10.90
1192.70
City of Chandler. Sewer. VCP.
EAST & WEST
EAST & WEST
EAST & WEST
EAST & WEST
EAST & WEST
NORTH & SOUTH
EAST & WEST
NORTH & SOUTH
NORTH & SOUTH
NORTH & SOUTH
NORTH & SOUTH
EAST & WEST
Vertical Control as provided by Client
DESCRIPTION
BCFL
I HEREBY CERTIFY THAT THE MEASUREMENTS AS SHOWN HEREIN WERE MADE UNDER MY DIRECT
SUPERVISION OR AS NOTED AND ARE CORRECT AND COMPLETE TO THE BEST OF MY KNOWLEDGE
AND BELIEF.
Horizontal Control as provided by Client
DESCRIPTION
BCFL
BCFL
BCFL
BCFL
BCHH
BCHH
DIRECTION
NORTH & SOUTH
NORTH & SOUTH
NORTH & SOUTH
NORTH & SOUTH
EAST & WEST
NORTH & SOUTH
NORTH & SOUTH
NORTH & SOUTH
NORTH & SOUTH
EAST & WEST
NORTH & SOUTH
EAST & WEST
Horizontal and vertical locations of utilities obtained by actual exposure and subsequent measurement of subsurface utilities at a specific point. Diameters shown are estimated visually and may not be exact.
TestHoleSummary_22-08-3204 - Chandler WMR 2022_1.8.24js.xlsm
Address:
Date of
Report:
Cust Job #:
Safe Site
Project #:
Test Hole #
Utility Owner
Utility Type
Quantity
Pipe Size(s)
Material / Structure
Direction
Soil Type
Surface Cut
Ground Elevation
Depth to Top of
Facility (Feet)
Depth to Bottom of
Facility (Feet)
Top Elevation
Bottom
Elevation
Pipe OD or
Structure
Height
(inches)
Date Verified
Comments
Northing & Easting
Test Hole Summary Report
Report Prepared for:
Description of Project:
Chandler WMR 2022
GHD
1/8/2024
22-08-3204
Chandler, AZ
PO 380-001735
Water Vault
Measurements
840324.59
719395.03
1205.97
3.27
1202.70
City of Chandler. Water. 6" DIP.
Water Vault
Measurements
840324.59
719395.03
1205.97
3.50
1202.47
M.H Invert 5 Sewer
(North)
840171.47
716527.00
1199.71
5.06
1194.65
City of Chandler. Sewer. VCP.
M.H Invert 5-1
Sewer(South)
840171.47
716527.00
1199.71
4.96
1194.75
City of Chandler. Sewer. VCP.
M.H Invert 6
839247.81
716292.97
1200.10
3.24
1196.86
City of Chandler. Sewer. VCP.
WEST
EAST
NORTH & SOUTH
NORTH & SOUTH
NORTH & SOUTH
Horizontal and vertical locations of utilities obtained by actual exposure and subsequent measurement of subsurface utilities at a specific point. Diameters shown are estimated visually and may not be exact.
TestHoleSummary_22-08-3204 - Chandler WMR 2022_1.8.24js.xlsm
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
12" VCP, S
12" VCP, S
12" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
CaTV
CaTV
CaTV
CaTV
CaTV
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
FO
FO
FO
FO
FO
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
CaTV
CaTV
CaTV
G
G
G
G
CaTV
CaTV
CaTV
CaTV
UE
UE
UE
CaTV
CaTV
UE
UE
UE
UE
UE
8" S
UE
UE
TEL
TEL
TEL
CaTV
CaTV
FO
FO
UE
UE
UE
UE
UE
UE
UE
UE
UE
CaTV
CaTV
12" VCP, S
FO
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
FO
FO
12" VCP, S
12" VCP, S
12" VCP, S
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
FO
FO
FO
FO
FO
FO
FO
FO
FO
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
CaTV
CaTV
CaTV
CaTV
CaTV
FO
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
8" VCP, S
6" VCP, S
6" VCP, S
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
UE
UE
UE
UE
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
TEL
TEL
TEL
TEL
TEL
8" VCP, S
8" VCP, S
FO
FO
UE
12" VCP, S
12" VCP, S
12" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
12" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
12" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
8" VCP, S
8" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" VCP, S
6" VCP, S
8" VCP, S
6" S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" S
12" VCP, S
12" VCP, S
12" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
8" VCP, S
12" VCP, S
8" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" W
6" W
6" W
6" W
6" VCP, S
6" VCP, S
6" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
8" VCP, S
8" S
4" W
4" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
8" W
8" W
8" W
4" W
12" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" ABND, W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" ABND, W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
UE
UE
UE
OHE
UE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
UE
OHE
UE
FO
FO
TEL
CaTV
UE
UE
UE
UE
UE
CaTV
TEL
CaTV
CaTV
CaTV
CaTV
UE
UE
UE
OHE
OHE
UE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
UE
UE
UE
UE
OHE
ITS
ITS
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
2" W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
UE
TEL
TEL
TEL
TEL
TEL
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
12" W
12" W
12" W
UE
UE
UE
UE
UE
UE
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
TEL
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
UE
UE
UE
UE
UE
UE
UE
UE
6" W
6" W
6" W
FO
FO
FO
TEL
TEL
TEL
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
6" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
UE
UE
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
12" W
12" W
6" W
6" W
FO
FO
12" W
12" W
12" W
12" W
FO
FO
FO
FO
6" W
6" W
6" W
6" W
6" W
6" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
FO
8" W
8" W
FO
FO
FO
FO
FO
12" W
12" W
12" W
12" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" ABND, W
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
UE
FO
12" W
8" W
FO
4" W
4" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
6" W
6" W
6" W
6" W
6" W
6" W
UE
6" W
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" W
8" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
12" W
12" W
12" W
12" W
12" W
12" W
UE
UE
UE
TEL
UE
UE
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
12" W
TEL
TEL
TEL
TEL
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
6" W
6" VCP, S
6" VCP, S
6" VCP, S
6" W
6" W
6" W
6" VCP, S
6" VCP, S
6" VCP, S
4" W
4" W
4" W
6" VCP, S
6" VCP, S
6" VCP, S
6" W
6" W
6" W
8" W
8" W
8" W
8" W
8" W
8" W
6" W
6" W
8" W
8" W
8" W
8" W
OHE
OHE
OHE
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
OHE
OHE
OHE
OHE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
UE
TEL
UE
6" W
OHE
OHE
OHE
OHE
OHE
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
OHE
OHE
OHE
OHE
8" W
OHE
OHE
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
G
G
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
FO
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR24" IRR
24" IRR 24" IRR
24" IRR24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR24" IRR
24" IRR24" IRR24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR24" IRR
24" IRR24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR 24" IRR24" IRR
24" IRR
24" IRR
24" IRR24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR24" IRR
24" IRR
24" IRR24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR24" IRR
24" IRR24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
OHE
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
OHE
OHE
CaTV
UE
UE
UE
UE
UE
G
G
G
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
UE
S
CaTV
4" W (ABAND)
4" W (ABAND)
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
OHE
OHE
G
G
GALVESTON ST
N JAY ST
N JAY ST
PLEASANT DR
GALVESTON ST
TULSA ST
W OAKLAND ST
PLEASANT DR
PLEASANT DR
N JAY ST
W TYSON ST
W ERIE ST
W ERIE ST
W ERIE ST
W ERIE ST
W ERIE ST
N EVERGREEN ST
N EVERGREEN ST
N EVERGREEN ST
N CHERILYNN DR
N SUNSET DR
N SUNSET DR
N SUNSET DR
W FLINT ST
W FLINT ST
W FLINT ST
W FLINT ST
W FLINT ST
W DETROIT ST
W DETROIT ST
W DETROIT ST
CARLA VIST DR
W OAKLAND ST
N VINE ST
N VINE ST
W TOLEDO ST
W TOLEDO ST
W TOLEDO ST
W TOLEDO ST
N HARTFORD ST
N HARTFORD ST
N HARTFORD ST
W CHANDLER BLVD
W CHANDLER BLVD
W CHANDLER BLVD
W CHANDLER BLVD
W CHANDLER BLVD
W CHANDLER BLVD
ALMA SCHOOL RD
ALMA SCHOOL RD
N CHIPPEWA PL
W TOLEDO ST
PLEASANT DR
N JAY ST
PLEASANT DR
PLEASANT DR
PLEASANT DR
PLEASANT DR
PLEASANT DR
N JAY ST
N JAY ST
N JAY ST
W ERIE ST
W OAKLAND ST
W ERIE ST
W ERIE ST
W ERIE ST
W ERIE ST
W ERIE ST
ALMA SCHOOL RD
W FLINT ST
W FLINT ST
W ERIE ST
W ERIE ST
PLEASANT DR
W ERIE ST
W ERIE ST
W ERIE ST
W ERIE ST
N HARTFORD ST
N VINE ST
W DETROIT ST
W CHANDLER BLVD
W CHANDLER BLVD
W CHANDLER BLVD
W CHANDLER BLVD
W CHANDLER BLVD
N EVERGREEN ST
W ERIE ST
N ARROWHEAD DR
N MEADOWS DR
N CENTRAL DR
N APACHE DR
N COMANCHE DR
W ERIE ST
ALMA SCHOOL RD
N EVERGREEN ST
N EVERGREEN ST
N SUNSET DR
W ERIE ST
N HARTFORD ST
N VINE ST
N CHIPPEWA PL
ALMA SCHOOL RD
W FLINT ST
W CHANDLER BLVD
W CHANDLER BLVD
N COMANCHE DR
N APACHE DR
N COMANCHE DR
PLAN SHT 2
PLAN SHT 3
PLAN SHT 4
PLAN SHT 6
PLAN SHT 7
PLAN SHT 9
PLAN SHT 11
PLAN SHT 12
PLAN SHT 13
PLAN SHT 14
PLAN SHT 15
PLAN SHT 16
PLAN SHT 17
PLAN SHT 18
PLAN SHT 19
PLAN SHT 21
PLAN SHT 22
PLAN SHT 23
PLAN SHT 24
PLAN SHT 25
PLAN SHT 26
PLAN SHT 27
PLAN SHT 28
PLAN SHT 29
PLAN SHT 30
SEE DETAILED PLAN SHEET
PLAN SHT 20
PLAN SHT 8
PLAN SHT 10
PLAN SHT 5
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
1
30
1-8-2024
1" = 200'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
PH4
PH5
PH6
GALVESTON ST
PLEASANT DR
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
2
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 3
FOR CONTINUATION SEE SHEET 4
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
6" W
6" W
6" W
6" W
6" W
6" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
12" W
12" W
12" W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
PH34
PH35
PH36
PH37
PH38
GALVESTON ST
N JAY ST
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
3
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 2
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
RR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6"
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O
OHE
OHE
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
CaTV
CaTV
S
S
S
S
S
S
S
UE
UE
OHE
OHE
OHE
OHE
UE
UE
S
S
S
S
S
S
S
S
S
S
S
S
S
UE
UE
UE
UE
UE
UE
UE
UE
UE
S
S
S
S
PH1
PH1-1
PH2
PH3
PH7
PLEASANT DR
TULSA ST
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
4
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 2
FOR CONTINUATION SEE SHEET 6
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
UE
UE
UE
UE
UE
UE
UE
UE
UE
S
S
S
S
S
S
S
S
S
S
S
S
OHE
OHE
OHE
OHE
OHE
PH142
N JAY ST
N JAY ST
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
5
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 4
FOR CONTINUATION SEE SHEET 3
FOR CONTINUATION SEE SHEET 7
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
8" VCP, S
8" VCP, S
8" VCP, S
8" V
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
FO
FO
FO
FO
FO
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6"
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
S
S
S
S
S
S
S
FO
UE
UE
S
S
S
S
S
S
G
1" W
1" W
1" W
S
S
S
S
S
S
S
S
OHE
OHE
OHE
OHE
OHE
OHE
S
S
S
S
S
PH8
PH9
PH10
PH11
PH12
PH13
PH13-1
W OAKLAND ST
PLEASANT DR
PLEASANT DR
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
6
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 7
FOR CONTINUATION SEE SHEET 4
FOR CONTINUATION SEE SHEET 9
IRR
IRR
I
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
4" W
4" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
OHE
OHE
OHE
OHE
OHE
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
UE
S
S
S
S
S
S
OHE
OHE
OHE
PH39
N JAY ST
W OAKLAND ST
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
7
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 6
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
8
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 9
FOR CONTINUATION SEE SHEET 15
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
2" W
2" W
2" W
2" W
2" W
2" W
2" W
2" W
2" W
2" W
2" W
2" W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
8" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
UE
UE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
G
G
G
G
G
G
G
G
S
S
S
S
S
PH14
PH15
PH22
PH32
W TYSON ST
PLEASANT DR
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
9
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 6
FOR CONTINUATION SEE SHEET 16
FOR CONTINUATION SEE SHEET 8
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
PH143
CARLA VIST DR
T
ST
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
10
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 19
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
U
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
F
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8"
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
1
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
2" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
12" W
12" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8"
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
4" S
4" S
4" S
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
PH71
PH72
PH73
PH74
PH75
PH76
PH77
W ERIE ST
W ERIE ST
N ARROWHEAD DR
N MEADOWS DR
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
11
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 12
UE
UE
UE
UE
UE
UE
UE
UE
U
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
PH99
PH138
W ERIE ST
W ERIE ST
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
12
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 13
FOR CONTINUATION SEE SHEET 11
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VC
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
4" W
4" W
4" W
4" W
4" W
" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
OHE
OHE
OHE
OHE
OHE
OHE
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
PH46
PH47
PH78
PH89
PH90
PH94
PH95
PH96
PH97
PH98
PH100
PH101
PH139
W ERIE ST
W ERIE ST
N CENTRAL DR
N COMANCHE DR
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
13
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 14
FOR CONTINUATION SEE SHEET 12
FOR CONTINUATION SEE SHEET 20
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
6" S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
W
2" W
2" W
2" W
2" W
2" W
2" W
2" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
HE
OHE
OHE
OHE
OHE
6" W
6" W
6" W
6" W
6" W
6" W
UE
UE
UE
UE
UE
UE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
2" W
2" W
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
PH45
PH70
PH79
PH80
PH91
PH92
W ERIE ST
N CHIPPEWA PL
W ERIE ST
N APACHE DR
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
14
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 15
FOR CONTINUATION SEE SHEET 13
FOR CONTINUATION SEE SHEET 21
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
O
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
ITS
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
FO
FO
FO
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
aTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
UE
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
ITS
FO
FO
FO
FO
FO
FO
FO
FO
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12
HE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
1" W
FO
FO
FO
FO
FO
FO
FO
FO
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
PH48
PH49
PH50
PH51
PH52
PH53
PH54
PH55
PH56
PH57
PH58
PH59
PH60
PH61
PH62
PH63
PH64
PH65
PH66
PH67
PH68
PH69
ALMA SCHOOL RD
W ERIE ST
W ERIE ST
ALMA SCHOOL RD
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
15
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 16
FOR CONTINUATION SEE SHEET 14
FOR CONTINUATION SEE SHEET 22
FOR CONTINUATION SEE SHEET 8
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
Ca
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
1 1/2" W
1 1/2" W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8"
8" W
OHE
OHE
OHE
OHE
G
G
G
G
G
FO
FO
FO
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O
PH16
PH16-1
PH17
PH18
PH19
PH20
PH23
PH23-1
PH81
PH82
PH83
PH84
W ERIE ST
PLEASANT DR
W ERIE ST
PLEASANT DR
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
16
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 17
FOR CONTINUATION SEE SHEET 15
FOR CONTINUATION SEE SHEET 9
FOR CONTINUATION SEE SHEET 23
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
L
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
CP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12"
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
T
UE
UE
UE
UE
UE
UE
UE
UE
UE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
CaTV
CaTV
CaTV
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
6" W
6" W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
OHE
OHE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
CaTV
CaTV
CaTV
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
S
S
S
S
S
S
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
S
S
S
S
S
PH33
PH33-1
PH102
PH103
PH104
PH105
W ERIE ST
N EVERGREEN ST
N JAY ST
W ERIE ST
W ERIE ST
N EVERGREEN ST
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
17
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 18
FOR CONTINUATION SEE SHEET 16
FOR CONTINUATION SEE SHEET 36
FOR CONTINUATION SEE SHEET 24
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP
P, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
UE
UE
UE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8"
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
1" W
1" W
1" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
6" W
6" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
2" W
2" W
2" W
2" W
6" W
6" W
6" W
PH106
PH107
PH108
N CHERILYNN DR
N SUNSET DR
W ERIE ST
W ERIE ST
W ERIE ST
N SUNSET DR
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
18
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 19
FOR CONTINUATION SEE SHEET 17
FOR CONTINUATION SEE SHEET 25
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
O
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
TEL
TEL
TEL
TEL
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" V
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
8" W
10" CIP, W
10" CIP, W
10" CIP, W
10" CIP, W
10" CIP, W
10" CIP, W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
8" W
8" W
8" W
8" W
6" W
1" W
1" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
UE
UE
UE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
4" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
CaTV
CaTV
CaTV
8" VCP, S
TEL
S
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
S
PH109
PH110
PH111
PH112
PH113
PH114
PH122
PH144
W ERIE ST
N VINE ST
N HARTFORD ST
W ERIE ST
N HARTFORD ST
N VINE ST
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
19
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 18
FOR CONTINUATION SEE SHEET 26
FOR CONTINUATION SEE SHEET 10
S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
4" W
W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
N COMANCHE DR
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
20
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 21
FOR CONTINUATION SEE SHEET 13
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaT
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6" W
4" W
4" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6"
6" W
6" W
6" W
6" W
4" W
2" W
2" W
PH40
W FLINT ST
N CHIPPEWA PL
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
21
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 22
FOR CONTINUATION SEE SHEET 14
FOR CONTINUATION SEE SHEET 20
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
FO
FO
FO
FO
FO
FO
EL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
P, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
FO
FO
FO
FO
FO
FO
FO
FO
1" W
1" W
1" W
1" W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
TEL
TEL
TEL
TEL
TEL
TEL
FO
FO
FO
FO
FO
FO
FO
12" W
12" W
12" W
12" W
12" W
12" W
12" W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
F
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
TEL
TEL
TEL
TEL
TEL
TEL
TEL
UE
UE
UE
UE
UE
UE
UE
UE
UE
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
6" W
8" W
8" W
12" W
12" W
12" W
FO
FO
FO
FO
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
UE
PH85
PH86
PH87
PH88
PH93
PH115
PH116
PH117
PH118
PH119
PH120
PH121
PH123
PH124
PH125
PH126
PH127
PH128
PH129
PH130
PH131
PH132
PH133
PH134
PH135
PH136
PH137
PH137-1
PH140
PH141
W FLINT ST
ALMA SCHOOL RD
W FLINT ST
ALMA SCHOOL RD
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
22
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 23
FOR CONTINUATION SEE SHEET 21
FOR CONTINUATION SEE SHEET 15
CaTV
CaTV
CaTV
CaTV
CaTV
FO
FO
FO
FO
FO
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
CaTV
CaTV
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VC
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
OHE
OHE
OHE
OHE
OHE
OHE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
PH21
PH24
W FLINT ST
W FLINT ST
W DETROIT ST
PLEASANT DR
PLEASANT DR
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
23
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 24
FOR CONTINUATION SEE SHEET 22
FOR CONTINUATION SEE SHEET 16
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" V
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" ABND, W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
OHE
OHE
OHE
OHE
OHE
S
S
S
S
S
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
6" W
6" W
6" W
6" W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" A
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
UE
UE
UE
UE
UE
UE
UE
CaTV
CaTV
CaTV
C
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
UE
UE
UE
UE
S
S
S
S
S
S
OHE
OHE
OHE
OHE
OHE
OHE
PH27
PH28
PH29
PH30
N EVERGREEN ST
W DETROIT ST
W FLINT ST
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
24
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 25
FOR CONTINUATION SEE SHEET 23
FOR CONTINUATION SEE SHEET 17
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND)
8" W (ABND
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
6" W
6" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
G
G
G
G
G
G
G
G
G
G
S
S
S
S
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
G
G
G
G
G
OHE
OHE
OHE
OHE
OHE
OHE
W (ABAND)
4" W (ABAND)
4" W (ABAND)
4" W (ABAND)
4" W (ABAND)
4" W (ABAND)
4" W (ABAND)
4" W (ABAND)
4" W (ABAND)
4" W (ABAND)
4" W (ABAND)
4" W (ABAND)
4" W (ABAND)
4" W (ABAND)
4" W (ABAND)
4" W (ABAND)
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
S
S
S
S
S
S
FO
FO
PH31
N SUNSET DR
W FLINT ST
W DETROIT ST
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
25
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 26
FOR CONTINUATION SEE SHEET 24
FOR CONTINUATION SEE SHEET 18
IRR
IRR
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
6" W
6" W
6" W
" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
1 1/2" W
1 1/2" W
6" W
6" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
S
S
S
S
S
S
S
S
S
S
S
S
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
S
S
S
S
S
S
S
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
S
S
S
S
S
PH25
W FLINT ST
W DETROIT ST
N VINE ST
N HARTFORD ST
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
26
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 25
FOR CONTINUATION SEE SHEET 19
FOR CONTINUATION SEE SHEET 27
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" W
6" W
6" W
6" W
6" W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
1" W
1" W
1" W
1" W
6" W
6" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
E
OHE
OHE
OHE
OHE
OHE
OHE
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
OHE
OHE
OHE
OHE
OHE
OHE
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
IRR
IRR
S
S
S
S
S
S
S
S
S
S
S
S
S
G
G
G
G
G
G
G
G
G
G
G
G
G
S
S
S
S
S
S
S
S
S
S
S
FO
FO
FO
FO
PH26
W DETROIT ST
W TOLEDO ST
W TOLEDO ST
N HARTFORD ST
N VINE ST
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
27
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 26
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
12" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" V
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
12" VCP, S
12" VCP, S
FO
FO
FO
FO
TEL
TEL
TEL
TEL
12" W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
TEL
TEL
TEL
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
12" W
12" W
12" W
12" W
12" W
L
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
UE
UE
UE
UE
UE
UE
UE
1 1/2" W
W
8" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
4" S
PH41
PH42
W CHANDLER BLVD
W CHANDLER BLVD
N COMANCHE DR
N APACHE DR
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
28
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
TEL
TEL
TEL
TEL
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
TEL
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
8" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
2" W
6" W
6" W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
24" IRR
24" IRR
24" IRR
6" W
6" W
6" W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
S
S
S
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
CaTV
TEL
TEL
TEL
TEL
TEL
TEL
TEL
PH43
N EVERGREEN ST
W CHANDLER BLVD
W CHANDLER BLVD
N EVERGREEN ST
N EVERGREEN ST
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
29
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 30
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
6" VCP, S
8" W
6" W
6" W
6" W
6" W
6" W
6" W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
6" ABND, W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
6" W
6" W
6" W
6" W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
6" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
6" W
6" W
6" W
6" W
6" W
6" W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
1" W
1" W
1" W
1" W
1" W
1" W
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
24" IRR
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
IRR
IRR
IRR
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
S
S
S
S
S
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
S
S
S
S
S
S
S
S
S
S
S
OHE
OHE
OHE
OHE
OHE
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
S
S
S
S
S
S
S
S
S
IRR
PH44
N SUNSET DR
W CHANDLER BLVD
W CHANDLER BLVD
LEGEND
NOTES:
ALL UTILITY LOCATIONS SHOWN ON THIS MAP ARE QUALITY LEVEL B UNLESS NOTED WISE. UTILITY LOCATION
QUALITY DESIGNATIONS ARE AS FOLLOWS:
·
QUALITY LEVEL A (QL-A) - PRECISE LOCATION CONFIRMED BY EXPOSING THE UTILITY (I.E. POTHOLING).
·
QUALITY LEVEL B (QL-B) - APPROXIMATE HORIZONTAL LOCATION DETERMINED USING SURFACE
GEOPHYSICAL LOCATING TECHNIQUES (I.E. ELECTROMAGNETIC LOCATING EQUIPMENT).
·
QUALITY LEVEL C (QL-C) - LOCATION ESTIMATED THROUGH USE OF UTILITY RECORD INFORMATION AND
VISIBLE ABOVE-GROUND SIGNS. POTHOLING IS RECOMMENDED TO DETERMINE EXACT LOCATION.
THIS MAP IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING
ALL UTILITIES PRIOR TO COMMENCING SITE WORK. SAFE SITE DISCLAIMS ALL LIABILITIES FOR DAMAGE CAUSED
BY THE EXECUTION OF SITE WORK.
MOC - MATERIAL OF CONSTRUCTION
DOC - POTHOLE DEPTH OF COVER (FT)
X - POTHOLE SIZE (IN)
EIC - ENCASED IN CONCRETE
UNDERGROUND POWER
P
SANITARY SEWER
S
STORM SEWER
SD
WATER
W
IRRIGATION
IR
IRRIGATION CONTROL
IC
OVERHEAD POWER
OP
UNDERGROUND TELEPHONE
T
OVERHEAD TELEPHONE
OT
UNDERGROUND CABLE TV
TV
FIBER OPTIC TELEPHONE
FOT
GROUND
GND
GAS
G
CHILLED WATER
CW
DOMESTIC WATER
DW
FIRE WATER
FW
POLE
MANHOLE
VALVE
HYDRANT
VAULT
METER
CLEANOUT
STORM DRAIN
PEDESTAL
TRANSFORMER
SWITCH
FIBER OPTIC TV
FOTV
SPECIAL SYSTEM
SPL
COMMUNICATION
COMM
END OF MAIN
LIGHT
FIRE DEPT CONNECTION
RISER
JUNCTION BOX
PROPOSED POTHOLE
UNKNOWN UTILITY
UNK
EM - ELECTROMAGNETIC DEPTH (FT)
EM NOTE:
EM DEPTHS ARE DERIVED ELECTROMAGNETICALLY AND ARE APPROXIMATE.
EM DEPTHS TO BE FIELD VERIFIED BEFORE CONSTRUCTION.
HANDHOLE
RECEPTACLE
UTILITY LOCATED BY GPR
GPR
EMPTY CONDUIT
MT
POTHOLE
OF
DATE
SCALE
SHEET
DWN
CHK
PROJECT NO.
FILENAME
PHOENIX, AZ (602)606-8882
REVISION 6
UTILITY LOCATION PLAN
30
30
1-8-2024
1" = 20'
CDC
JNS
22-08-3204
CHANDLER WMR 2022
PLAN
FOR CONTINUATION SEE SHEET 29
EXHIBIT D
Project Name: Water Main Replacement 2022
Page GMP-1
Project No.:WA2203.401
ACCEPTED GMP/PRICE PROPOSAL
EXHIBIT D: GMP 1 PROPOSAL
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 PROJECT – GMP 1
03/03/2025
E-mailed: 03-03-25
Adam.Kleiser@chandleraz.gov
City of Chandler
Adam Kleiser
Construction Manager
City of Chandler Public Works & Utilities Department
215 E Buffalo St
Chandler, AZ 85225
RE:
Water Main Replacement 2022 Construction Manager at Risk
Project City of Chandler Project No.: WA2203.401
Achen-Gardner Construction, LLC Project No.: 4134101
SUBJECT: 90% GUARANTEED MAXIMUM PRICE GMP 1 PROPOSAL FOR CONSTRUCTION
Dear Mr. Kleiser:
Included herein for your review and approval is Achen-Gardner Construction, LLC’s (“Achen-Gardner’s”) 90%
GMP 1 Proposal (“Proposal”), dated 03/03/25, for constructing the Water Main Replacement 2022 Construction
Manager at Risk – GMP 1 project (“Project”).
Achen-Gardner proposes to complete the scope of work defined in the GMP 1 documents and as qualified
herein for the not-to-exceed amount of $13,060,538.17 (including fee and mark-ups). This amount includes
Construction Contingency. Additionally, the City has requested an Owner’s Contingency (Pay Item 3100) in the
amount of $500,000.00 for a total Project amount of $13,560,538.17.
Total Not-to-Exceed Cost of the Work, Including Fee and Mark-ups
$ 13,060,538.17
Owner’s Contingency, including Fee and Mark-ups
$ 500,000.00
Project Total
$ 13,560,538.17
Should you have any questions and/or comments, please feel free to contact me at (602) 377-4593 or
AGoode@achen.com.
Sincerely,
ACHEN-GARDNER CONSTRUCTION, LLC
Abigail Goode
Abigail Goode, Project Manager
CC: Bryan Mueller – Vice President, Christie Hall – Preconstruction Manager, Adam Kleiser – Construction
Manager
Page 1 of 35
EXHIBIT D-1.A: TABLE OF CONTENTS
MARCH 3, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
Exhibit D:
Cover Letter
Page 01
Exhibit D-1.A:
Table of Contents
Page 02
Exhibit D-1.B:
Project Description
Page 03
Exhibit D-1.C.i:
CM@RISK GMP 1 Summary
Page 04
Exhibit D-1.D:
GMP 1 Schedule of Values
Page 05-07
GMP 1 Schedule of Allowances
Page 08
Exhibit D-1.E:
Preliminary Project Schedule
Page 09-11
Exhibit D-1.F:
Construction Phasing & Traffic Control Plans
Page 12-30
Exhibit D-1.G:
GMP 1 Plans, Specifications, Documents
Page 31
GMP 1 General Clarifications
Page 32
GMP 1 Construction Contingency Risk Matrix
Page 33
GMP 1 Cash Flow Projections
Page 34
Exhibits D-1.C.ii., iii: Recommended Subcontractors & Schedule of Manufacturers and Suppliers Page 35
NOTE: RECOMMENDED SUBCONTRACTORS’ AND SUPPLIERS’ QUOTES AND SUBCONTRACTOR AND SUPPLIER
SOLICITATION DOCUMENTS ARE INCLUDED IN A SEPARATE SUBMITTAL TITLED: “EXHIBIT G – SUBCONTRACTOR AND
SUPPLIER SOLICITATION DOCUMENTS AND QUOTES” DATED FEBRUARY 28, 2025.
Page 2 of 35
EXHIBIT D-1.B: PROJECT DESCRIPTION
MARCH 3, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
PROJECT CRITICAL DATES:
Achen-Gardner used the following date restrictions when developing the overall project schedule
shown in Exhibit D-1.E. Please also see our Construction Phasing graphics in Exhibit D-1.F:
04/28/25
GMP 1 latest Construction NTP
05/23/25–07/15/25 GMP 1 Phase 1A & 1B During Summer School Break
OVERALL PROJECT DESCRIPTION:
This project will provide updated potable water mains, valves, and services in an area of Chandler
that has experienced water main breaks. This project includes the replacement of more than
21,000 linear feet of water mains, ranging in size from 4-inch to 16-inch diameter, in three high-
priority ranked areas in the central area of the City: Arrowhead Meadows, Tyson Manor, and
Sunset Manor (See Exhibit D-1.F). Some public water mains are being relocated from the alley to
the front of the homes and will need to be tied into the existing house water connection at the
back of the homes. New water services will be installed for related residential structures.
GMP 1 PROJECT DESCRIPTION:
The work under GMP 1 will involve replacing approximately 12,684 linear feet of water mains, ranging in size
from 6-inch to 16-inch diameter, in two high-priority ranked areas in the central area of the City: Tyson Manor
and Sunset Manor (See Exhibit D-1.F). Some public water mains are being relocated from the alley to the front of
the homes and will need to be tied into the existing house water connection at the back of the homes. New
water services will be installed for related residential structures.
Page 3 of 35
Date:
3/3/2025
WATER MAIN REPLACEMENT 2022
Amount
A. Cost of Work
A1 Cost of Work (self-perform, no mark-up)
$4,660,104.74
A2 Cost of Work (subcontractors, suppliers, materials)
$4,647,637.60
TOTAL COST OF WORK:
$9,307,742.34
B. General Conditions
$791,983.36
$10,099,725.70
C. CM@Risk's Fee
$858,476.68
SUBTOTAL 2 (A + B + C):
$10,958,202.38
D. Bonds and Insurance (on Subtotal 1)
D1 Bonds (Payment and Performance)
$87,665.62
D2 Insurance
$213,684.95
$301,350.57
SUBTOTAL 3 (SUBTOTAL 2 + BONDS & INS):
$11,259,552.95
E. Sales Tax
E1 Sales Tax
$570,859.33
E2 Tax Credits
-$62,147.60
$508,711.73
F. Approved Allowances
F1
Approved Allowances (See Exhibit D-1.D Schedule of Allowances)
$760,007.61
$760,007.61
G. Contingencies
G1
Construction Contingency
$532,265.88
G2
Owner's Contingency
$500,000.00
$1,032,265.88
$13,560,538.17
Establishment of Values:
a. Cost of Work (A) and Allowances (F) to be submitted with GMP Proposal.
b. General Conditions Cost (B) to be established in the Baseline Cost Model.
c. CM@Risk Fee as set forth in Section 3.7.3 of this Contract
EXHIBIT D-1.C.i: DETAILED GMP 1 SUMMARY
MARCH 3, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
TOTAL GMP:
Project Name:
Project Location:
City of Chandler Project No.:
WA2203.401
SUBTOTAL 1 (Cost of Work) (A + B):
TOTAL BONDS & INSURANCE:
TOTAL SALES TAX:
TOTAL ALLOWANCES:
TOTAL CONTINGENCIES:
Tyson Manor, Sunset Manor, & Alma School Rd
Page 4 of 35
GMP 1 FOR CITY OF CHANDLER - WATER MAIN REPLACEMENT 2022
3/3/2025
PROJECT NO.: WA2203.401
ACHEN-GARDNER CONSTRUCTION PROJECT NO. 4134100
ACHEN-GARDNER CONSTRUCTION, LLC
2195 W Chandler Boulevard, Suite 200
CHANDLER, AZ 85224
PAY ITEM
DESCRIPTION
UM
GMP 1
QUANTITY
GMP 1
UNIT PRICE
GMP 1
TOTAL
100
CONSTRUCTION SURVEY
LS
1
74,303.48
$
74,303.48
$
110
CONSTRUCTION WORKING DRAWINGS & GIS DATA
LS
1
72,606.10
$
72,606.10
$
120
REMOVE & REPLACE SURVEY MONUMENTS
EA
6
1,006.76
$
6,040.56
$
130
TRENCH PATCH 3" ACSC ON 4" ABC
SY
7,141
104.09
$
743,306.69
$
140
TRENCH PATCH 2"ACSC 0N 3" ACBC ON 16" ABC
SY
633
238.23
$
150,799.59
$
150
TRENCH PATCH 3" ACSC ON 16" ABC
SY
189
150.83
$
28,506.87
$
155
SLURRY SEAL, TYPE II QUICK SETTING
SY
42,303
3.52
$
148,908.18
$
157
FILL & SEAL PAVEMENT CRACKS
LF
84,240
0.76
$
64,022.23
$
160
REMOVE & REPLACE CURB & GUTTER
LF
510
136.32
$
69,523.20
$
170
REMOVE & REPLACE ROLL CURB & GUTTER
LF
440
140.70
$
61,908.00
$
180
REMOVE & REPLACE SIDEWALK
SF
2,325
37.19
$
86,466.75
$
190
REMOVE & REPLACE SIDEWALK PEDESTRIAN RAMP
EA
2
8,970.56
$
17,941.12
$
200
REMOVE & REPLACE VALLEY GUTTER & APRONS
SF
766
51.25
$
39,257.50
$
210
REMOVE & REPLACE SPEED HUMPS
LF
88
403.66
$
35,320.25
$
220
ABANDONMENT PIPE GROUT FILL
LF
2,912
43.74
$
127,370.88
$
230
REMOVE & DISPOSE FIRE HYDRANT (AND PIPING TO GV)
EA
16
6,010.80
$
96,172.80
$
280
REMOVE & RESET STREET SIGNS
EA
1
500.00
$
500.00
$
290
4" (EQUIVALENT) YELLOW PAINT
LF
8,197
0.28
$
2,295.16
$
292
4" (EQUIVALENT) WHITE PAINT
LF
1,900
0.28
$
532.00
$
294
RIGHT TURN ARROW
EA
1
348.08
$
348.08
$
296
LEFT TURN ARROW
EA
1
348.08
$
348.08
$
303
4" (EQUIVALENT) YELLOW THERMO
LF
8,197
0.96
$
7,869.12
$
304
4" (EQUIVALENT) WHITE THERMO
LF
1,900
0.96
$
1,824.00
$
306
COC DTL C-234 SPEED HUMP CHEVRONS (TAPE)(4/HUMP)
EA
24
329.26
$
7,902.24
$
320
BACKFLOW PREVENTOR ASSEMBLY
EA
15
2,428.58
$
36,428.70
$
330
INSTALL REINFORCED THRUST COLLAR
EA
23
5,420.48
$
124,671.04
$
340
INSTALL GUARD POST FOR BACKFLOW ASSEMBLY
EA
4
1,783.07
$
7,132.28
$
350
3/4" & 1" PEX A R SERVICE CONNECTION (OPEN CUT)
EA
90
5,174.81
$
465,732.90
$
360
3/4" & 1" PEX A SERVICE CONNECTION (BORE)
EA
91
2,270.73
$
206,636.43
$
370
1.5" & 2" PEX A SERVICE CONNECTION (OPEN CUT)
EA
5
5,566.62
$
27,833.10
$
380
1.5" & 2" PEX A SERVICE CONNECTION (BORE)
EA
3
3,272.59
$
9,817.77
$
390
PRIVATE SERVICES (CUSTOMER SIDE)
LS
1
1,008,673.47
$
958,239.80
$
430
6" DIP CLASS 350 (INCL. VERTICAL REALIGNMENTS PER PLANS)
LF
798
274.34
$
218,923.32
$
440
8" DIP CLASS 350 (INCL. VERTICAL REALIGNMENTS PER PLANS)
LF
10,701
261.33
$
2,796,492.33
$
450
12" DIP CLASS 350 (INCL. VERTICAL REALIGNMENTS PER PLANS)
LF
605
557.97
$
337,571.85
$
460
16" DIP CLASS 350 (INCL. VERTICAL REALIGNMENTS PER PLANS)
LF
580
886.18
$
513,984.40
$
480
CUT & CAP EXISTING PIPE
EA
112
3,043.98
$
340,925.76
$
490
WATER & SEWER PROTECTION
LF
70
362.30
$
25,361.00
$
500
FIRE HYDRANT (COMPLETE FROM TEE TO FH)
EA
29
11,766.42
$
341,226.18
$
EXHIBIT D-1.D: GMP 1 SCHEDULE OF VALUES
MARCH 3, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
DESIGN DOCUMENT STAGE: 90% GHD
Page 5 of 35
GMP 1 FOR CITY OF CHANDLER - WATER MAIN REPLACEMENT 2022
3/3/2025
PROJECT NO.: WA2203.401
ACHEN-GARDNER CONSTRUCTION PROJECT NO. 4134100
ACHEN-GARDNER CONSTRUCTION, LLC
2195 W Chandler Boulevard, Suite 200
CHANDLER, AZ 85224
PAY ITEM
DESCRIPTION
UM
GMP 1
QUANTITY
GMP 1
UNIT PRICE
GMP 1
TOTAL
EXHIBIT D-1.D: GMP 1 SCHEDULE OF VALUES
MARCH 3, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
DESIGN DOCUMENT STAGE: 90% GHD
510
FIRE RISER (COMPLETE FROM BACKFLOW TO CONNECTION)
EA
1
4,490.98
$
4,490.98
$
520
6" GATE VALVE
EA
17
4,016.04
$
68,272.68
$
530
8" GATE VALVE
EA
62
4,383.23
$
271,760.26
$
540
12" GATE VALVE
EA
3
7,392.57
$
22,177.71
$
550
16" GATE VALVE
EA
5
13,030.59
$
65,152.95
$
570
REMOVE & SALVAGE INSERTION VALVES
EA
2
5,340.21
$
10,680.42
$
580
COMBINATION AIR/VACUUM VALVES
EA
3
8,527.43
$
25,582.29
$
590
MOBILIZATION/DEMOBILIZATION
LS
1
212,408.39
$
123,196.87
$
610
APPENDIX A PROJECT SIGNS
EA
5
500.00
$
2,500.00
$
620
PROJECT DUST CONTROL
MO
7
21,626.53
$
150,520.65
$
630
SWPPP
MO
7
8,501.48
$
59,170.30
$
650
SWEEPING & DAILY SITE MAINTENANCE
MO
7
35,113.98
$
244,393.30
$
660
NEIGHBORHOOD NOTIFICATIONS
MO
7
688.82
$
4,794.19
$
9,307,742.34
$
8000
GENERAL CONDITIONS (EXHIBIT D-1.C.i/Line B)
MO
8 $ 98,997.92
791,983.36
$
10,099,725.70
$
RUNNING TOTAL NO. 1 - GMP 1 DIRECT COST OF THE WORK INCLUDING GCs
SUBTOTAL - GMP DIRECT COST OF THE WORK (EXHIBIT D-1.C.i/Line A)
Page 6 of 35
GMP 1 FOR CITY OF CHANDLER - WATER MAIN REPLACEMENT 2022
3/3/2025
PROJECT NO.: WA2203.401
ACHEN-GARDNER CONSTRUCTION PROJECT NO. 4134100
ACHEN-GARDNER CONSTRUCTION, LLC
2195 W Chandler Boulevard, Suite 200
CHANDLER, AZ 85224
PAY ITEM
DESCRIPTION
UM
GMP 1
QUANTITY
GMP 1
UNIT PRICE
GMP 1
TOTAL
EXHIBIT D-1.D: GMP 1 SCHEDULE OF VALUES
MARCH 3, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
DESIGN DOCUMENT STAGE: 90% GHD
10100
CM@RISK FEE (OH AND PROFIT)(EXHIBIT D-1.C.i/Line C)
8.50%
858,476.68
$
SUBTOTAL - FEE
858,476.68
$
10,958,202.38
$
10200
INSURANCE (INCL. BUILDERS RISK & POLLUTION LIABILITY)(EXHIBIT D-1.C.i/Line D2)
1.95% (Calc on RT #1)
213,684.95
$
10300
BONDS (PAYMENT & PERFORMANCE)(EXHIBIT D-1.C.i/Line D1)
0.80% (Calc on RT #1)
87,665.62
$
SUBTOTAL - INSURANCE AND BONDS
301,350.57
$
11,259,552.95
$
10400
SALES TAXES (5.07% or 7.8% of 65%) of Running Total No. 3 (EXHIBIT D-1.C.i/Line E1)
5.070%
570,859.33
$
10450
ESTIMATED TAX EXEMPT MATERIAL ADJ. (ALLOWANCE)(EXHIBIT D-1.C.i/Line E2)
5.070% $ -
(62,147.60)
$
SUBTOTAL - SALES TAXES
508,711.73
$
11,768,264.68
$
2500
APPROVED ALLOWANCES (SEE SCHEDULE OF ALLOWANCES DETAIL INCLUDING
MARK-UPS)(EXHIBIT D-1.Ci/Line F1)
LS
1
760,007.61
$
760,007.61
$
TOTAL - GMP 1
12,528,272.29
$
3000
CONSTRUCTION CONTINGENCY (SEE EXHIBIT D-1.C.i - CM@RISK GMP 1
SUMMARY/LINE G1 & EXHIBIT D-1.G - CONSTRUCTION CONTINGENCY RISK
MATRIX)
LS
1
532,265.88
$
532,265.88
$
3100
OWNER'S CONTINGENCY (INCLUDES FEE AND MARKUPS (EXHIBIT D-1.C.i/Line G2)
LS
1
500,000.00
$
500,000.00
$
SUBTOTAL - CONTINGENCIES
1,032,265.88
$
13,560,538.17
$
RUNNING TOTAL NO. 3 - GMP 1 DIRECT COST OF THE WORK + FEE + INS & BOND
RUNNING TOTAL NO. 4 - GMP 1 DIRECT COST OF THE WORK + FEE + INS & BOND + SALES TAXES
RUNNING TOTAL NO. 2 - GMP 1 DIRECT COST OF THE WORK + FEE
TOTAL - GMP 1 + CONTINGENCIES
Page 7 of 35
GMP 1 FOR CITY OF CHANDLER - WATER MAIN REPLACEMENT 2022
3/03/2025
PROJECT NO.: WA2203.401
ACHEN-GARDNER CONSTRUCTION PROJECT NO. 4134100
ACHEN-GARDNER CONSTRUCTION, LLC
2195 W Chandler Boulevard, Suite 200
CHANDLER, AZ 85224
PAY ITEM DESCRIPTION
UM
QTY
UNIT PRICE
TOTAL
640
CONTRACTOR QUALITY CONTROL (ALLOWANCE)
AL
1
151,199.25
$
151,199.25
$
2000
TRAFFIC CONTROL (EXCLUDES VMS BOARDS)(ALLOWANCE)
AL
1
253,994.16
$
253,994.16
$
2010
OFF-DUTY OFFICERS (ALLOWANCE)
AL
1
32,725.00
$
32,725.00
$
2020
PURCHASE CONSTRUCTION WATER (ALLOWANCE)
AL
1
20,700.00
$
20,700.00
$
2030
PERMITS (ALLOWANCE)
AL
1
2,006.25
$
2,006.25
$
2040
LANDSCAPE & IRRIGATION SYSTEM RESTORATION (ALLOWANCE)
AL
1
18,281.25
$
18,281.25
$
2050
PRIVATE SERVICES (CUSTOMER SIDE) EXTRA WORK (ALLOWANCE)
AL
1
83,034.54
$
83,034.54
$
2060
RESIDENT ITEM RELOCATION (ALLOWANCE)
AL
1
12,500.00
$
12,500.00
$
2070
PRIVATE PROPERTY LOCATE SERVICE (SAFE SITE)(ALLOWANCE)
AL
1
45,000.54
$
45,000.54
$
2080
FLOOD IRRIGATION - PROTECT & REPAIR (ALLOWANCE)
AL
1
25,000.00
$
25,000.00
$
2090
SEWER SERVICE REPLACEMENT (ALLOWANCE)
AL
1
4,384.11
$
4,384.11
$
2500
648,825.10
10100
OVERHEAD AND FEE
8.50%
55,150.13
$
SUBTOTAL - FEE
55,150.13
$
703,975.23
$
10200
INSURANCE (INCL. BUILDERS RISK & POLLUTION LIABILITY)
1.95% (Calc on RT #1)
13,727.52
$
10300
BONDS (PAYMENT & PERFORMANCE)
0.80% (Calc on RT #1)
5,631.80
$
SUBTOTAL - INSURANCE AND BONDS
19,359.32
$
723,334.55
$
10400
SALES TAXES (5.07% or 7.8% of 65%) of Running Total No. 3
5.070%
36,673.06
$
10450
ESTIMATED TAX EXEMPT MATERIAL ADJ. (ALLOWANCE)
5.070% $ -
SUBTOTAL - SALES TAXES
36,673.06
$
2500
760,007.61
$
NOTE
EXHIBIT D-1.D: GMP 1 SCHEDULE OF ALLOWANCES
MARCH 3, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
DESIGN DOCUMENT STAGE: 90% GHD
ALLOWANCES ARE BEST ESTIMATES AND ARE NOT GUARANTEED BY SCOPE. These allowances are itemized by scope only
for the purposes of assisting the City with rough budgeting of dollars for each funding source but may be utilized as needed
for any of the scopes of work in this GMP.
RUNNING TOTAL NO. 1 - ALLOWANCES DIRECT COST
RUNNING TOTAL NO. 2 - ALLOWANCES DIRECT COST OF THE WORK + FEE
RUNNING TOTAL NO. 3 - ALLOWANCES DIRECT COST OF THE WORK + FEE + INS & BOND
TOTAL - ALLOWANCES DIRECT COST OF THE WORK + FEE + INS & BOND + SALES TAXES (SEE PAY ITEM
2500 ON MAIN SOV)
Page 8 of 35
Activity ID
Activity Name
Original
Duration
Start
Finish
Chandler Wate
Chandler Water Main Replacement - Updated Schedule - 02-27-25 GMP 1
179 28-Apr-25
16-Jan-26
A1000
GMP 1 - Construction NTP
0 28-Apr-25*
A2630
Mobilization & Yard Setup
10 28-Apr-25
09-May-25
A2610
RKS - Private Side Water Services
120 27-May-25
14-Nov-25
A2440
Slurry Seal & Temporary Striping
5 19-Dec-25
26-Dec-25
A2505
Punchlist and Closeout
10 19-Dec-25
05-Jan-26
A2490
Final Pavement Markings
2 29-Dec-25
30-Dec-25
A2515
Demobilization & Final Cleanup
5 29-Dec-25
05-Jan-26
A2540
Rain Days (1ea per Month)
8 06-Jan-26
15-Jan-26
A2600
Final Completion
0
16-Jan-26
Phases 1A &
Phases 1A & 1B - Erie and Alma School - Summer Break 2025
46 22-May-25
29-Jul-25
A1580
Summer Break Start
0 22-May-25*
A1590
Summer Break End
0
16-Jul-25*
A2460
Phases 1A & 1B - Erie and Alma School - Complete
0
29-Jul-25
Erie Street (Ea
Erie Street (East of Alma School)
46 22-May-25
29-Jul-25
A1600
Install Mainline Waterline
25 22-May-25*
20-Jun-25
A1610
Install Services
7 20-Jun-25
30-Jun-25
A1620
Testing and Tie-In
10 30-Jun-25
15-Jul-25
A1630
Pave Back
5 16-Jul-25
22-Jul-25
A1640
Restoration
5 23-Jul-25
29-Jul-25
A1650
Area Complete
0
29-Jul-25
Alma School
Alma School
40 22-May-25
21-Jul-25
A1660
Install Mainline Waterline
18 22-May-25*
12-Jun-25
A1670
Install Services
5 12-Jun-25
18-Jun-25
A1680
Testing and Tie-In
10 18-Jun-25
01-Jul-25
A1690
Pave Back
7 02-Jul-25
14-Jul-25
A1700
Restoration
5 15-Jul-25
21-Jul-25
A1710
Area Complete
0
21-Jul-25
Phase 2 - Su
Phase 2 - Sunset Manor
105 12-May-25
09-Oct-25
A2470
Phase 2 - Sunset Manor - Complete
0
29-Sep-25
Vine Street Cu
Vine Street Cul-de-sac
53 12-May-25
28-Jul-25
A2080
Install Mainline Waterline
3 12-May-25*
14-May-25
A2090
Install Services
2 14-May-25
15-May-25
A2100
Testing and Tie-In
5 16-Jul-25
22-Jul-25
A2110
Pave Back
1 23-Jul-25
23-Jul-25
A2120
Restoration
3 24-Jul-25
28-Jul-25
A2130
Area Complete
0
28-Jul-25
Flint Street - E
Flint Street - Evergreen to Sunset
17 23-Jul-25
14-Aug-25
A1720
Install Mainline Waterline
6 23-Jul-25*
30-Jul-25
A1730
Install Services
3 30-Jul-25
01-Aug-25
A1740
Testing and Tie-In
5 01-Aug-25
07-Aug-25
A1750
Pave Back
2 08-Aug-25
11-Aug-25
A1760
Restoration
3 12-Aug-25
14-Aug-25
A1770
Area Complete
0
14-Aug-25
Detroit Street
Detroit Street
18 31-Jul-25
25-Aug-25
A1780
Install Mainline Waterline
6 31-Jul-25*
07-Aug-25
A1790
Install Services
4 07-Aug-25
12-Aug-25
A1800
Testing and Tie-In
5 12-Aug-25
18-Aug-25
A1810
Pave Back
2 19-Aug-25
20-Aug-25
A1820
Restoration
3 21-Aug-25
25-Aug-25
A1830
Area Complete
0
25-Aug-25
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
un
2025
2026
16-Jan-26, Chandler Water Main Replacement - Updated Sched
GMP 1 - Construction NTP
Mobilization & Yard Setup
RKS - Private Side Water Services
Slurry Seal & Temporary Striping
Punchlist and Closeout
Final Pavement Markings
Demobilization & Final Cleanup
Rain Days (1ea per Month)
16-Jan-26
Final Completion
29-Jul-25, Phases 1A & 1B - Erie and Alma School - Summer Break 2025
Summer Break Start
16-Jul-25*
Summer Break End
29-Jul-25
Phases 1A & 1B - Erie and Alma School - Complete
29-Jul-25, Erie Street (East of Alma School)
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
29-Jul-25
Area Complete
21-Jul-25, Alma School
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
21-Jul-25
Area Complete
09-Oct-25, Phase 2 - Sunset Manor
29-Sep-25
Phase 2 - Sunset Manor - Complete
28-Jul-25, Vine Street Cul-de-sac
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
28-Jul-25
Area Complete
14-Aug-25, Flint Street - Evergreen to Sunset
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
14-Aug-25
Area Complete
25-Aug-25, Detroit Street
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
25-Aug-25
Area Complete
Chandler Water Main Replacement - Updated Schedule - 02-27-25 GMP 1
ACHEN-GARDNER CONSTRUCTION
26-Feb-25 14:46
Actual Work
Remaining Work
Critical Remaining Work
Milestone
Summary
Page 1 of 3
TASK filter: All Activities
© Oracle Corporation
EXHIBIT D-1.E: PRELIMINARY PROJECT SCHEDULE
Page 9 of 35
Activity ID
Activity Name
Original
Duration
Start
Finish
Toledo Street
Toledo Street
23 08-Aug-25
10-Sep-25
A1840
Install Mainline Waterline
9 08-Aug-25*
20-Aug-25
A1850
Install Services
5 20-Aug-25
26-Aug-25
A1860
Testing and Tie-In
5 26-Aug-25
02-Sep-25
A1870
Pave Back
3 03-Sep-25
05-Sep-25
A1880
Restoration
3 08-Sep-25
10-Sep-25
A1890
Area Complete
0
10-Sep-25
Sunset Drive
Sunset Drive
7 21-Aug-25
29-Aug-25
A1900
Install Mainline Waterline
2 21-Aug-25*
22-Aug-25
A1910
Install Services
1 22-Aug-25
22-Aug-25
A1920
Testing and Tie-In
2 25-Aug-25
26-Aug-25
A1930
Pave Back
1 27-Aug-25
27-Aug-25
A1940
Restoration
2 28-Aug-25
29-Aug-25
A1950
Area Complete
0
29-Aug-25
Vine Street - E
Vine Street - Erie to Toledo
19 25-Aug-25
19-Sep-25
A1960
Install Mainline Waterline
8 25-Aug-25*
04-Sep-25
A1970
Install Services
3 04-Sep-25
08-Sep-25
A1980
Testing and Tie-In
5 08-Sep-25
12-Sep-25
A1990
Pave Back
2 15-Sep-25
16-Sep-25
A2000
Restoration
3 17-Sep-25
19-Sep-25
A2010
Area Complete
0
19-Sep-25
Chandler Blvd
Chandler Blvd
17 05-Sep-25
29-Sep-25
A2020
Install Mainline Waterline
6 05-Sep-25*
12-Sep-25
A2030
Install Services
3 12-Sep-25
16-Sep-25
A2040
Testing and Tie-In
5 16-Sep-25
22-Sep-25
A2050
Pave Back
2 23-Sep-25
24-Sep-25
A2060
Restoration
3 25-Sep-25
29-Sep-25
A2070
Area Complete
0
29-Sep-25
Hartford Stree
Hartford Street
14 22-Sep-25
09-Oct-25
A2640
Fall Break Start
0 22-Sep-25*
A2650
Install Services
4 22-Sep-25
25-Sep-25
A2660
Testing and Tie-In
5 26-Sep-25
02-Oct-25
A2670
Pave Back
2 03-Oct-25
06-Oct-25
A2680
Restoration
3 07-Oct-25
09-Oct-25
A2690
Area Complete
0
09-Oct-25
A2700
Fall Break End
0
09-Oct-25
Phase 3 - Ga
Phase 3 - Galveston - Fall Break 2025
14 22-Sep-25
09-Oct-25
A1020
Fall Break Start
0 22-Sep-25*
A1030
Install Mainline Waterline
4 23-Sep-25*
26-Sep-25
A1040
Install Services
2 26-Sep-25
29-Sep-25
A1050
Testing and Tie-In
5 29-Sep-25
03-Oct-25
A1060
Pave Back
1 06-Oct-25
06-Oct-25
A2620
Fall Break End
0
06-Oct-25
A1070
Restoration
3 07-Oct-25
09-Oct-25
A1090
Area Complete
0
09-Oct-25
Phase 4 - Tys
Phase 4 - Tyson Manor, Vine and Flint East
54 29-Sep-25
18-Dec-25
A2450
Phase 4 - Tyson Manor, Vine and Flint East - Complete
0
18-Dec-25
Pleasant Drive
Pleasant Drive (North)
30 29-Sep-25
07-Nov-25
A1100
Install Mainline Waterline
13 29-Sep-25*
15-Oct-25
A1110
Install Services
6 15-Oct-25
22-Oct-25
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
un
2025
2026
10-Sep-25, Toledo Street
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
10-Sep-25
Area Complete
29-Aug-25, Sunset Drive
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
29-Aug-25
Area Complete
19-Sep-25, Vine Street - Erie to Toledo
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
19-Sep-25
Area Complete
29-Sep-25, Chandler Blvd
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
29-Sep-25
Area Complete
09-Oct-25, Hartford Street
Fall Break Start
Install Services
Testing and Tie-In
Pave Back
Restoration
09-Oct-25
Area Complete
09-Oct-25
Fall Break End
09-Oct-25, Phase 3 - Galveston - Fall Break 2025
Fall Break Start
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
06-Oct-25
Fall Break End
Restoration
09-Oct-25
Area Complete
18-Dec-25, Phase 4 - Tyson Manor, Vine and Flint East
18-Dec-25
Phase 4 - Tyson Manor, Vine and Flint East - Complete
07-Nov-25, Pleasant Drive (North)
Install Mainline Waterline
Install Services
Chandler Water Main Replacement - Updated Schedule - 02-27-25 GMP 1
ACHEN-GARDNER CONSTRUCTION
26-Feb-25 14:46
Actual Work
Remaining Work
Critical Remaining Work
Milestone
Summary
Page 2 of 3
TASK filter: All Activities
© Oracle Corporation
EXHIBIT D-1.E: PRELIMINARY PROJECT SCHEDULE
Page 10 of 35
Activity ID
Activity Name
Original
Duration
Start
Finish
A1120
Testing and Tie-In
5 22-Oct-25
28-Oct-25
A1130
Pave Back
4 29-Oct-25
03-Nov-25
A1140
Restoration
4 04-Nov-25
07-Nov-25
A1200
Area Complete
0
07-Nov-25
Tulsa Street
Tulsa Street
16 16-Oct-25
06-Nov-25
A1150
Install Mainline Waterline
5 16-Oct-25*
22-Oct-25
A1160
Install Services
3 22-Oct-25
24-Oct-25
A1170
Testing and Tie-In
5 24-Oct-25
30-Oct-25
A1180
Pave Back
2 31-Oct-25
03-Nov-25
A1190
Restoration
3 04-Nov-25
06-Nov-25
A1260
Area Complete
0
06-Nov-25
Oakland Stree
Oakland Street
16 23-Oct-25
14-Nov-25
A1210
Install Mainline Waterline
5 23-Oct-25*
29-Oct-25
A1220
Install Services
3 29-Oct-25
31-Oct-25
A1230
Testing and Tie-In
5 31-Oct-25
06-Nov-25
A1240
Pave Back
2 07-Nov-25
10-Nov-25
A1250
Restoration
3 12-Nov-25
14-Nov-25
A1270
Area Complete
0
14-Nov-25
Tyson Street
Tyson Street
16 30-Oct-25
21-Nov-25
A1280
Install Mainline Waterline
5 30-Oct-25*
05-Nov-25
A1290
Install Services
3 05-Nov-25
07-Nov-25
A1300
Testing and Tie-In
5 07-Nov-25
14-Nov-25
A1310
Pave Back
2 17-Nov-25
18-Nov-25
A1320
Restoration
3 19-Nov-25
21-Nov-25
A1330
Area Complete
0
21-Nov-25
Pleasant Drive
Pleasant Drive (South)
13 06-Nov-25
25-Nov-25
A1340
Install Mainline Waterline
4 06-Nov-25*
12-Nov-25
A1350
Install Services
3 12-Nov-25
14-Nov-25
A1360
Testing and Tie-In
5 14-Nov-25
20-Nov-25
A1370
Pave Back
2 21-Nov-25
24-Nov-25
A1380
Restoration
1 25-Nov-25
25-Nov-25
A1390
Area Complete
0
25-Nov-25
Flint Street (Ea
Flint Street (East)
20 13-Nov-25
16-Dec-25
A1400
Install Mainline Waterline
8 13-Nov-25*
24-Nov-25
A1410
Install Services
4 24-Nov-25
01-Dec-25
A1420
Testing and Tie-In
5 01-Dec-25
09-Dec-25
A1430
Pave Back
2 10-Dec-25
11-Dec-25
A1440
Restoration
3 12-Dec-25
16-Dec-25
A1450
Area Complete
0
16-Dec-25
Flint Cul-de-sa
Flint Cul-de-sac
14 25-Nov-25
18-Dec-25
A1460
Install Mainline Waterline
5 25-Nov-25*
03-Dec-25
A1470
Install Services
3 03-Dec-25
09-Dec-25
A1480
Testing and Tie-In
5 09-Dec-25
15-Dec-25
A1490
Pave Back
1 16-Dec-25
16-Dec-25
A1500
Restoration
2 17-Dec-25
18-Dec-25
A1510
Area Complete
0
18-Dec-25
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
un
2025
2026
Testing and Tie-In
Pave Back
Restoration
07-Nov-25
Area Complete
06-Nov-25, Tulsa Street
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
06-Nov-25
Area Complete
14-Nov-25, Oakland Street
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
14-Nov-25
Area Complete
21-Nov-25, Tyson Street
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
21-Nov-25
Area Complete
25-Nov-25, Pleasant Drive (South)
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
25-Nov-25
Area Complete
16-Dec-25, Flint Street (East)
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
16-Dec-25
Area Complete
18-Dec-25, Flint Cul-de-sac
Install Mainline Waterline
Install Services
Testing and Tie-In
Pave Back
Restoration
18-Dec-25
Area Complete
Chandler Water Main Replacement - Updated Schedule - 02-27-25 GMP 1
ACHEN-GARDNER CONSTRUCTION
26-Feb-25 14:46
Actual Work
Remaining Work
Critical Remaining Work
Milestone
Summary
Page 3 of 3
TASK filter: All Activities
© Oracle Corporation
EXHIBIT D-1.E: PRELIMINARY PROJECT SCHEDULE
Page 11 of 35
EXHIBIT D-1.F: CONSTRUCTION PHASING & TRAFFIC CONTROL PLANS
MARCH 3, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
PROJECT PHASING
Phase 1A & 1B (Erie Street East + Intersection and Alma School Road) Assumptions
-
Achen-Gardner plans to use two mainline crews and three service crews working 9-hour shifts
Monday through Sunday.
-
The crews will begin Phase 1 concurrently, with two mainline crews starting at the intersection of
Alma School Road and Erie Street and the remaining crew starting at Erie Street and Hartford
Street.
-
Achen-Gardner assumes, based on the traffic control meeting, that a directional closure
will be acceptable since this phase will be completed during the school’s summer break.
Phase 2A-2F (Sunset Manor) Assumptions
-
Achen-Gardner plans to use one mainline crew and one service crew working 9-hour shifts
Monday through Friday.
-
Based on the traffic control meeting, Achen-Gardner assumes that a “Road Closed - Local
Traffic Only” setup will be acceptable for all of Sunset Manor.
Page 12 of 35
Phase 2G (Hartford Street) Assumptions
-
Achen-Gardner plans to use one mainline crew and one service crew working 9-hour shifts
Monday through Friday.
-
To use a directional closure, this phase must be completed during the school’s Fall break.
Phase 3 (Galveston Street) Assumptions
-
Achen-Gardner plans to use one mainline crew and one service crew working 9-hour shifts
Monday through Friday.
-
To use a directional closure, this phase must be completed during the school’s Fall 2025 break.
Phase 4 (Tyson Manor) Assumptions
-
Achen-Gardner plans to use one mainline crew and one service crew working 9-hour shifts
Monday through Friday.
-
Based on the traffic control meeting, Achen-Gardner assumes that a “Road Closed - Local Traffic
Only” setup will be acceptable for Tyson Manor.
Page 13 of 35
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
125'
125'
125'
125'
ERIE ST
FLINT ST
ALMA SCHOOL RD
320'
TAPER
320'
TAPER
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
Date: 9-27-2024 Author: Matthew Grotts Project: Alma School Rd & Erie St Football
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Page 1
Legend
Arrowboard (Chevron)
Sign Stand
Type I Barricade
Vertical Panels
Work Area
40
SPEED
LIMIT
N
MATCHLINE A
MATCHLINE A
MATCHLINE A
320'
320'
LEFT LANE
CLOSED
AHEAD
320'
ROAD
WORK
AHEAD
www.invarion.com
Exhibit D-1.F
Page 14 of 35
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
LEFT
KEEP
LEFT
160'
SHIFT
KEEP
LEFT
KEEP
LEFT
KEEP
RIGHT
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
Date: 9-27-2024 Author: Matthew Grotts Project: Alma School Rd & Erie St NB Channel
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Page 1
Legend
Arrowboard (Chevron)
High Level
Sign Stand
Type I Barricade
Vertical Panels
Work Area
40
SPEED
LIMIT
N
160'
SHIFT
320'
125'
125'
125'
125'
ERIE ST
FLINT ST
ALMA SCHOOL RD
www.invarion.com
Exhibit D-1.F
Page 15 of 35
1420'
TANGENT
320'
TAPER
KEEP
LEFT
KEEP
LEFT
KEEP
LEFT
KEEP
LEFT
ONLY
ONLY
Date: 9-27-2024 Author: Matthew Grotts Project: Alma School Rd & Erie St NB Channel
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Page 1
Legend
Arrowboard (Chevron)
High Level
Sign Stand
Type I Barricade
Vertical Panels
Work Area
40
SPEED
LIMIT
N
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
320'
320'
ROAD
WORK
AHEAD
320'
RIGHT LANES
CLOSED
AHEAD
2
320'
320'
ALMA SCHOOL RD
CHANDLER BLVD
www.invarion.com
Exhibit D-1.F
Page 16 of 35
160'
SHIFT
280'
TANGENT
320'
TAPER
160'
SHIFT
KEEP
LEFT
KEEP
LEFT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
ONLY
ONLY
RIGHT LANE
TURN RIGHT
MUST
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
125'
125'
125'
125'
MATCHLINE B
MATCHLINE A
MATCHLINE A
320'
ROAD
WORK
AHEAD
MATCHLINE B
320'
320'
RIGHT LANE
CLOSED
AHEAD
320'
ROAD
WORK
AHEAD
Date: 9-27-2024 Author: Matthew Grotts Project: Alma School Rd & Erie St SB Channel
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Page 1
Legend
Arrowboard (Chevron)
High Level
Sign Stand
Type I Barricade
Vertical Panels
Work Area
40
SPEED
LIMIT
N
ALMA SCHOOL RD
ERIE ST
FLINT ST
www.invarion.com
Exhibit D-1.F
Page 17 of 35
540'
TAPER
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
KEEP
LEFT
KEEP
LEFT
125'
125'
ONLY
ONLY
RIGHT LANE
TURN RIGHT
MUST
KEEP
LEFT
KEEP
LEFT
Date: 9-27-2024 Author: Matthew Grotts Project: Chandler Blvd, Hartford St to Sunset Dr WB Right Lane
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Legend
Arrowboard (Chevron)
Sign Stand
Type I Barricade
Vertical Panels
Work Area
45
SPEED
LIMIT
N
45
SPEED
LIMIT
40
SPEED
LIMIT
IOWA ST
HARTFORD ST
SUNSET DR
CHANDLER BLVD
ONLY
CONTRACTOR
XXX-XXX-XXXX
320'
320'
RIGHT LANE
CLOSED
AHEAD
320'
ROAD
WORK
AHEAD
MATCHLINE A
MATCHLINE A
www.invarion.com
Exhibit D-1.F
Page 18 of 35
640'
TANGENT
320'
TAPER
ROAD
WORK
AHEAD
KEEP
LEFT
KEEP
LEFT
125'
Date: 9-27-2024 Author: Matthew Grotts Project: Chandler Blvd, Hartford St to Sunset Dr WB Right Two Lanes
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Legend
Arrowboard (Chevron)
Sign Stand
Type I Barricade
Vertical Panels
Work Area
40
SPEED
LIMIT
N
KEEP
LEFT
CHANDLER BLVD
NEBRASKA ST
DAKOTA ST
CONTRACTOR
XXX-XXX-XXXX
320'
320'
RIGHT LANE
CLOSED
AHEAD
320'
ROAD
WORK
AHEAD
www.invarion.com
Exhibit D-1.F
Page 19 of 35
540'
TAPER
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
KEEP
LEFT
KEEP
LEFT
125'
125'
ONLY
ONLY
RIGHT LANE
TURN RIGHT
MUST
KEEP
LEFT
KEEP
LEFT
Date: 9-27-2024 Author: Matthew Grotts Project: Chandler Blvd, Hartford St to Sunset Dr WB Right Two Lanes
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Legend
Arrowboard (Chevron)
Sign Stand
Type I Barricade
Vertical Panels
Work Area
45
SPEED
LIMIT
N
45
SPEED
LIMIT
40
SPEED
LIMIT
IOWA ST
HARTFORD ST
SUNSET DR
CHANDLER BLVD
www.invarion.com
Exhibit D-1.F
Page 20 of 35
DETOUR
EVERGREEN ST
PLEASANT DR
ALMA SCHOOL RD
CHANDLER BLVD
DETOUR
DETOUR
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
KEEP
RIGHT
ROAD
WORK
AHEAD
ROAD
CLOSED
DETOUR
ROAD
CLOSED
DO NOT
ENTER
DO NOT
ENTER
DO NOT
ENTER
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
125'
125'
125'
125'
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
ROAD
WORK
AHEAD
125'
MATCHLINE A
Date: 9-27-2024 Author: Matthew Grotts Project: Erie St, Evergreen St to Alma School Rd WB Directional
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Legend
Sign Stand
Type I Barricade
Type III
Vertical Panels
Work Area
45
SPEED
LIMIT
N
ERIE ST
ALMA SCHOOL RD
PLEASANT DR
JAY ST
EVERGREEN ST
MATCHLINE A
125'
DETOUR
AHEAD
125'
ROAD
CLOSED
AHEAD
125'
ROAD
WORK
AHEAD
www.invarion.com
Exhibit D-1.F
Page 21 of 35
DETOUR
DETOUR
DETOUR
EVERGREEN ST
PLEASANT DR
ALMA SCHOOL RD
CHANDLER BLVD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
CLOSED
DETOUR
ROAD
CLOSED
DO NOT
ENTER
ROAD
CLOSED
DO NOT
ENTER
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
125'
125'
125'
125'
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
320'
320'
MATCHLINE A
ROAD
WORK
AHEAD
125'
ERIE ST
ALMA SCHOOL RD
PLEASANT DR
JAY ST
EVERGREEN ST
Date: 9-27-2024 Author: Matthew Grotts Project: Erie St, Evergreen St to Alma School Rd WB Directional
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Legend
Sign Stand
Type I Barricade
Type III
Vertical Panels
Work Area
45
SPEED
LIMIT
N
MATCHLINE A
125'
DETOUR
AHEAD
125'
ROAD
CLOSED
AHEAD
125'
ROAD
WORK
AHEAD
www.invarion.com
Exhibit D-1.F
Page 22 of 35
DETOUR
DETOUR
DETOUR
EVERGREEN ST
SUNSET DR
HARTFORD ST
CHANDLER BLVD
ROAD
CLOSED
ROAD
CLOSED
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
CLOSED
DO NOT
ENTER
DO NOT
ENTER
DO NOT
ENTER
DO NOT
ENTER
DO NOT
ENTER
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
DETOUR
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
125'
125'
125'
125'
125'
125'
125'
125'
125'
ROAD
WORK
AHEAD
125'
MATCHLINE A
EVERGREEN ST
EVERGREEN ST
CHERI LYNN DR
SUNSET DR
VINE ST
VINE ST
HARTFORD ST
ERIE ST
Date: 9-27-2024 Author: Matthew Grotts Project: Erie St, Evergreen St to Hartford St EB Directional
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Legend
Sign Stand
Type I Barricade
Type III
Vertical Panels
Work Area
45
SPEED
LIMIT
N
MATCHLINE A
125'
DETOUR
AHEAD
125'
ROAD
CLOSED
AHEAD
125'
ROAD
WORK
AHEAD
www.invarion.com
Exhibit D-1.F
Page 23 of 35
DETOUR
EVERGREEN ST
SUNSET DR
HARTFORD ST
CHANDLER BLVD
DETOUR
DETOUR
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
ROAD
CLOSED
DETOUR
DO NOT
ENTER
DO NOT
ENTER
DO NOT
ENTER
DO NOT
ENTER
DO NOT
ENTER
ROAD
CLOSED
ROAD
CLOSED
ROAD
CLOSED
ROAD
CLOSED
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
MATCHLINE A
Date: 9-27-2024 Author: Matthew Grotts Project: Erie St, Evergreen St to Hartford St WB Directional
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Legend
Sign Stand
Type I Barricade
Type III
Vertical Panels
Work Area
45
SPEED
LIMIT
N
EVERGREEN ST
EVERGREEN ST
CHERI LYNN DR
SUNSET DR
VINE ST
VINE ST
HARTFORD ST
ERIE ST
MATCHLINE A
125'
DETOUR
AHEAD
125'
ROAD
CLOSED
AHEAD
125'
ROAD
WORK
AHEAD
www.invarion.com
Exhibit D-1.F
Page 24 of 35
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
CLOSED
LOCAL TRAFFIC ONLY
ROAD
CLOSED
LOCAL TRAFFIC ONLY
125'
125'
125'
125'
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING TO BE PLACED 24 HOURS PRIOR
TO START OF WORK
RESIDENTAL ACCESS TO BE
MAINTAINED AT ALL TIMES
TWO DIRECTIONAL TRAFFIC TO
BE MAINTAINED DURING WORK
TRENCH TO BE PLATED, FENCED IN, OR
BACK FILLED DURING NON WORKING HOURS
Legend
NO
PARKING No Parking
Sign Stand
Type III
25
SPEED
LIMIT
Date: 9-27-2024 Author: Matthew Grotts P roject: Flint St, Detroit St, Toledo St Residental Closure
Contractor: Achen Gardner Jurisdiction: Chandler P ermit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
SET-UP TO BE USED ON THE FOLLOWING AREAS
FLINT ST, EVERGREEN ST SUNSET DR
DETROIT ST, EVERGREEN ST SUNSET DR
TOLEDO ST, EVERGREEN TO CUL-DE-SAC
VINE ST, TOLEDO ST TO ERIE ST
VINE ST, ERIE ST TO CUL-DE-SAC
www.invarion.com
Exhibit D-1.F
Page 25 of 35
KEEP
RIGHT
ROAD
CLOSED
DETOUR
DO NOT
ENTER
ONLY
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
CLOSED
AHEAD
DETOUR
AHEAD
125'
125'
125'
125'
125'
125'
125'
DETOUR
DETOUR
GALVESTON ST
TULSA ST
PLEASANT DR
JAY ST
Date: 9-27-2024 Author: Matthew Grotts Project: Galveston St & Pleasant St EB Directional
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Legend
Sign Stand
Type I Barricade
Type III
Vertical Panels
Work Area
25
SPEED
LIMIT
N
CONTRACTOR
XXX-XXX-XXXX
CONTRACTOR
XXX-XXX-XXXX
www.invarion.com
Exhibit D-1.F
Page 26 of 35
KEEP
RIGHT
ROAD
CLOSED
DO NOT
ENTER
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
CLOSED
AHEAD
DETOUR
AHEAD
125'
125'
125'
125'
125'
125'
125'
GALVESTON ST
TULSA ST
PLEASANT DR
JAY ST
Date: 9-27-2024 Author: Matthew Grotts Project: Galveston St & Pleasant St WB Directional
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Legend
Sign Stand
Type I Barricade
Type III
Vertical Panels
Work Area
25
SPEED
LIMIT
N
CONTRACTOR
XXX-XXX-XXXX
CONTRACTOR
XXX-XXX-XXXX
DETOUR
DETOUR
DETOUR
www.invarion.com
Exhibit D-1.F
Page 27 of 35
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
ONLY
ONLY
ONLY
ONLY
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
MATCHLINE A
Date: 9-27-2024 Author: Matthew Grotts Project: Hartford St & Erie St SB Directional
Contractor: Achen Gardner Jurisdiction: Chandler Permit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
Legend
Sign Stand
Type I Barricade
Type III
Vertical Panels
Work Area
25
SPEED
LIMIT
N
HARTFORD ST
CHANDLER BLVD
TOLEDO ST
DETROIT ST
FLINT ST
ERIE ST
540'
540'
125'
125'
125'
125'
125'
MATCHLINE A
125'
DETOUR
AHEAD
125'
ROAD
CLOSED
AHEAD
125'
ROAD
WORK
AHEAD
www.invarion.com
Exhibit D-1.F
Page 28 of 35
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
CLOSED
AHEAD
ROAD
CLOSED
AHEAD
ROAD
CLOSED
LOCAL TRAFFIC ONLY
ROAD
CLOSED
LOCAL TRAFFIC ONLY
125'
125'
125'
125'
125'
125'
125'
125'
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING TO BE PLACED 24 HOURS PRIOR
TO START OF WORK
RESIDENTAL ACCESS TO BE
MAINTAINED AT ALL TIMES
TWO DIRECTIONAL TRAFFIC TO
BE MAINTAINED DURING WORK
TRENCH TO BE PLATED, FENCED IN, OR
BACK FILLED DURING NON WORKING HOURS
Legend
NO
PARKING No Parking
Sign Stand
Type III
25
SPEED
LIMIT
Date: 9-27-2024 Author: Matthew Grotts P roject: Pleasant, Galveston to Erie Residental Closure
Contractor: Achen Gardner Jurisdiction: Chandler P ermit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
www.invarion.com
Exhibit D-1.F
Page 29 of 35
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
CLOSED
LOCAL TRAFFIC ONLY
ROAD
CLOSED
LOCAL TRAFFIC ONLY
125'
125'
125'
125'
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING TO BE PLACED 24 HOURS PRIOR
TO START OF WORK
RESIDENTAL ACCESS TO BE
MAINTAINED AT ALL TIMES
TWO DIRECTIONAL TRAFFIC TO
BE MAINTAINED DURING WORK
TRENCH TO BE PLATED, FENCED IN, OR
BACK FILLED DURING NON WORKING HOURS
Legend
NO
PARKING No Parking
Sign Stand
Type III
25
SPEED
LIMIT
Date: 9-27-2024 Author: Matthew Grotts P roject: Tulsa St, Oakland St, Tyson St Residental Closure
Contractor: Achen Gardner Jurisdiction: Chandler P ermit #: -
Start Date: - End Date: - Time: -
Contact: Abi Goode Contact Number: 602-377-4593 Contact Email: agoode@achen.com
Job: WA2203.401 P.O. #: - CSR: John Hunt 602-714-4177
Comments:
Traffic Control Plan is not to scale
PLEASANT DR
JAY ST
SET-UP TO BE USED ON TULSA ST, OAKLAND ST & TYSON ST.
www.invarion.com
Exhibit D-1.F
Page 30 of 35
EXHIBIT D-1.G:
GMP 1 PLANS, SPECIFICATIONS, & DOCUMENTS
GMP 1 GENERAL CLARIFICATIONS
GMP 1 CONSTRUCTION CONTINGENCY RISK MATRIX
GMP 1 CASH FLOW PROJECTIONS
MARCH 3, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
GENERAL NOTE: The included GMP 1 is based on the following documents and clarifications:
GMP 1 PLANS SPECIFICATIONS, & DOCUMENTS:
City of Chandler, Arizona Water Main Replacement 2022 City Project No. WA2203.251 Pre-
Construction Services Agreement (Construction Manager at Risk) Executed on October 23, 2024.
City of Chandler Water Main Replacement Technical Specifications Project No. WA2203.401 dated
December 2024 by GHD.
Plan sheets 1-73 labeled City of Chandler, Arizona Water Main Replacement City Project No.
WA2203.401 NOVEMBER 2024 Volume 1 of 2 Right-of-Way Improvements” 90% plans with Redlines.
Covers signed and sealed by William D Roberts on 5-24-24.
Plan sheets 1-134 labeled City of Chandler, Arizona Water Main Replacement City Project No.
WA2203.401 November 2024 Volume 2 of 2 Private Plumbing Improvements 90% plans with Redlines.
Covers signed and sealed by William D Roberts on 6-28-24.
Exhibit G Subcontractor And Supplier Solicitation Documents And Quotes dated February 28, 2025 is
included herein by reference.
Page 31 of 35
GMP 1 GENERAL CLARIFICATIONS:
1) Unit Price Contract Administration: This GMP 1 will be administered as a Measured Quantity/Unit Price,
Guaranteed Not-to-Exceed Contract. The Schedules of Values (Re: Exhibit D-1.D) is defined by the
individual work/pay items, fee structure, and markups (re: Exhibit D-1.D, Items 8000 through 10450). The
final contract price/payout will be based on field measurements, final completed quantities at the
approved unit prices, approved allowance and/or contingency utilization, and approved change orders. It
is understood that these city-approved prices, including mark-ups, are the “Cost of the Work.” The
markup structure on the Schedule of Values (Exhibit D-1.D) will apply to Change Orders and/or Extra
Work, allowances, and contingencies. The mark-ups for MAG section 109.5 do not apply to this contract.
Pay Item under-runs and/or unused items shall fall to Construction Contingency for the duration of the
project. Quantity overruns shall be paid at the unit price established in the Schedule of Values for the pay
item and shall be paid from Construction Contingency or Change Orders.
2) Technical Specification Section 105.6 - Utility Relocations / Unknown Buried Conflicts: This GMP 1 excludes
all costs associated with removing, replacing and/or relocating any existing buried or overhead dry utilities
and/or unknown buried conflicts. Should a dry utility or other unknown buried conflict, not properly
detailed on the project plans and/or properly located (i.e., Blue Stake), be discovered during the
construction phase, the project team shall determine the impact to the project. Any costs related to the
impact(s), including schedule/duration, shall be funded through Construction Contingency or a change
order.
3) Video Recording Requirement (General Conditions Section 4.2.6) and Aerial Drone Construction
Photography (General Conditions Section 4.2.7): Achen-Gardner shall provide a pre-construction
video/photographs and progress videos/photographs periodically. Aerial videos shall only be provided if
FAA and local approval is provided to fly a drone camera. Drone videos, if allowed, shall be standard drone
footage using Achen-Gardner’s drone equipment and certified drone pilots.
Page 32 of 35
ID #
Title
Risk Statement
Level of Risk
Percentage of Risk
Cost of Risk
Budgeted Construction
Contingency Amount
1
ADA Compliance with
Flatwork Restoration
Sidewalk and/or ramp removals and replacements are adjacent to existing. Existing
sidewalk and/or ramps may not meet ADA standards.
High
50%
$ 219,049.10
109,525.00
$
2
Pipe Quantity Overruns
Increases in pipe quantities, excluding scope changes, to meet design intent of plan
alignment may cause quantity overruns.
Low
1%
$ 3,625,746.76
36,134.00
$
3
Traffic Impacts and Traffic
Control Planning
Effective traffic control will be essential to maintain safety and work area designations.
Must be communicated through public outreach.
Low
18%
$ 206,475.77
36,134.00
$
4
Flood Irrigation Sequencing
and Coordination
Failure for SRP & Residents to adhere to coordinated irrigation schedules could cause
delays and rework
Moderate
35%
$ 50,000.00
17,500.00
$
5
ROW & Private Side -
Unknown Conflicts
It is possible that property owners have made improvements that will not be visible until
entry into backyards. This may cause extra work and alignment changes to meet design
intent.
Low
23%
$ 100,867.35
22,906.00
$
6
Sewer Service Replacement
(Orangeburg or unsatisfactory
material)
It is assumed that some of the properties will have orangeburg sewer services that may
require replacement when encountered.
Very High
100%
$ 5,846.00
5,846.00
$
7
Wall Restoration
Work will take place adjacent to and beneath existing walls. Due to the architectural
nature of these existing features, repair limits may need to be extended from
anticipated.
Moderate
25%
$ 10,000.00
2,500.00
$
8
Unsuitable Soil Conditions
and Hard Dig
Potential changes to material or profile could impact cost and schedule. Specific
concern for granular/non-cohesive soils that impact trench operations and shoring.
Additionally, unsuitable/saturated soils adjacent to flood irrigated areas may require
mitigation.
Low
2.5%
$ 1,812,873.38
45,322.00
$
9
Alley Surface Restoration
City Project No. ST2310-201 will rehabilitate the pavement in the alleys within the Tyson
Manor and Sunset Manor neighborhoods
Low
5%
$ 1,263,236.24
63,162.00
$
10
Additional Pavement
Replacement Due to Poor
Existing Condition
The existing pavement throughout the project (within the trench line) is in poor condition
and may require extended limits of replacement.
Low
10%
$ 978,727.59
97,871.00
$
11
Flood Irrigation Pipe
Replacement
Work will take place adjacent to and crossing existing flood Irrigation lines. It is possible
that these pipes are leaking and in unsatisfactoy condition in the work area and may
require repair or replacement to prevent impacts to the work.
Moderate
35%
$ 50,000.00
17,500.00
$
454,400.00
$
38,624.00
$
493,024.00
$
9,613.97
$
3,944.19
$
506,582.16
$
25,683.72
$
532,265.88
$
EXHIBIT D-1.G: Construction Contingency Risk Matrix
TOTAL (PAY ITEM 3000 - CONSTRUCTION CONTINGENCY)(RUNNING TOTAL #3 + SALES TAXES)
CM@RISK FEE (8.5% OF RUNNING TOTAL #1)(OH AND PROFIT)(EXHIBIT D-1.C.i/Line C)
RUNNING TOTAL #1 (LINES 1-11)
INSURANCE (INCL. BUILDERS RISK & POLLUTION LIABILITY)(EXHIBIT D-1.C.i/Line D2)(1.95% OF RUNNING TOTAL #1)
BONDS (PAYMENT & PERFORMANCE)(0.80% OF RUNNING TOTAL #1)(EXHIBIT D-1.C.i/Line D1)
SALES TAXES (5.07% or 7.8% of 65%) of Running Total No. 3 (EXHIBIT D-1.C.i/Line E1)
RUNNING TOTAL #2 (RUNNING TOTAL #1 + CM@RISK FEE)
RUNNING TOTAL #3 (RUNNING TOTAL #1 + CM@RISK FEE)
Level 2 Risk Register
Page 33 of 35
GMP 1 FOR CITY OF CHANDLER - WATER MAIN REPLACEMENT 2022
3/3/2025
PROJECT NO.: WA2203.401
ACHEN-GARDNER CONSTRUCTION PROJECT NO. 4134100
ACHEN-GARDNER CONSTRUCTION, LLC
2195 W Chandler Boulevard, Suite 200
CHANDLER, AZ 85224
A
B
C
D
E
F
G
MONTH
NO.
INVOICE MONTH
YEAR
ESTIMATED INVOICE
AMOUNT
RETENTION
(%)
RETENTION
AMOUNT
ESTIMATED AMOUNT
DUE (EXCL. AMOUNT
RETAINED)
1
31-May
2025
531,992.70
$
10%
53,199.27
$
478,793.43
$
2
30-Jun
2025
2,179,989.70
$
10%
217,998.97
$
1,961,990.73
$
3
31-Jul
2025
1,661,718.72
$
10%
166,171.87
$
1,495,546.85
$
4
31-Aug
2025
1,246,289.04
$
10%
124,628.90
$
1,121,660.14
$
5
30-Sep
2025
1,254,384.00
$
10%
125,438.40
$
1,128,945.60
$
6
31-Oct
2025
1,749,699.93
$
5%
87,485.00
$
1,662,214.94
$
7
30-Nov
2025
1,590,007.75
$
5%
79,500.39
$
1,510,507.36
$
8
31-Dec
2025
2,179,989.70
$
5%
108,999.49
$
2,070,990.22
$
9
31-Jan
2026
1,166,466.63
$
5%
58,323.33
$
1,108,143.30
$
10
28-Feb
2026
0%
(1,021,745.62)
$
1,021,745.62
$
13,560,538.17
$
(0.00)
$
13,560,538.17
$
TOTAL
EXHIBIT D-1.G: GMP 1 CASH FLOW PROJECTIONS
MARCH 3, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
Page 34 of 35
SCOPE OF WORK / MATERIAL
SUBCONTRACTOR / SUPPLIER
(VENDOR) NAME
BID (B)
NO BID (NB)
BID AMOUNT
SELECTION NOTES (Defined Below)
Aggregates (Sand and Rip Rap Only)
Affinity Material
B
465,917.39
$
1
Busing Corp
B
491,956.83
$
Asphalt Material
Vulcan
B
245,977.86
$
1
Fisher Sand & Gravel
B
268,608.82
$
Crack Seal
Southwest Slurry Seal, Inc.
B
79,882.55
$
1
Viasun Corporation
B
123,454.85
$
Disinfection Sub
Statewide Disinfection
B
32,608.50
$
1
Dump Dirt
AGC Composite Price
B
402,929.29
$
6
Buesing Corporation
B
309,482.87
$
1
Canyon Country Contract
B
497,852.42
$
Pipe Package
Ferguson Waterworks
B
1,999,600.22
$
1
Fortiline Waterworks
B
2,001,701.72
$
Winwater of Phoenix
B
2,053,109.26
$
Quality Control
Alpha Geotechnical
B
201,599.00
$
1
Ninyo & Moore
B
220,724.00
$
Alta Arizona
B
207,090.00
$
Rebar Material
Tyler Reinforcing LLC
B
16,900.73
$
1
CMC Construction Services
NB
-
$
2
Redi-Mix
AGC Composite Price
B
920,561.32
$
6
Sunrock
B
848,367.75
$
1
Desert Redi-Mix
B
895,428.43
$
Rock Solid Concrete
B
870,522.73
$
American Materials Company
B
946,230.85
$
Arizona Materials LLC
B
961,000.85
$
Calportland
B
1,005,593.15
$
Sawcut
AGC Composite Price
B
69,729.92
$
6
Modern Concrete Cutting
B
64,980.16
$
1
Discount Saw Cut
B
76,479.68
$
Slurry Seal
Southwest Slurry Seal Inc
B
226,104.70
$
1
Viasun Corporation
B
247,985.80
$
Striping
Franklin Striping
B
46,957.82
$
1
Hulxe Construction Services
B
49,786.20
$
Falcon Contracting
B
49,096.33
$
Pavement Markings, Inc.
B
61,797.06
$
Survey
EPS Group
B
171,171.45
$
1
Rick Engineering
B
177,200.13
$
SWPPP
Terra Firma LLC
B
58,285.00
$
1
Offsite Sweeping
B
58,860.00
$
R&D Storm Water
B
61,760.00
$
Traffic Control
AWP
B
299,336.45
$
1
Southwest
B
598,672.90
$
Trucking
GB Trucking
B
1,325,338.98
$
1
Arizona Heat
B
1,453,549.50
$
Underground Subcontractor (Private Services)
RKS Plumbing
B
1,008,679.46
$
4
SELECTION NOTES
SELECTED VENDOR
1 Lowest, qualified bidder, ability to meet schedule / deliveries
2 Non Responsive (NB) - No Bid; Non-responsive
3 Quote includes non-agreeable terms.
4 Qualifications/Direct Selection based on subcontractor/supplier submitted in our SOQ, past performance on similar projects with Achen-Gardner.
5 Quote was missing portions that needed to be quoted.
EXHIBIT D-1.C.ii, iii
RECOMMENDED SUBCONTRACTORS & SCHEDULE OF MANUFACTURERS AND SUPPLIERS
MARCH 3, 2025
CITY OF CHANDLER - WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
ACHEN-GARDNER PROJECT 4134100
See the following subcontractor and supplier award recommendations spreadsheet with quotes:
1) This Proposal is based on the recommended awarded subcontractor and supplier resource values and related proposals. Lead Ɵmes stated on quotes/proposals apply and are
planned for in our proposed schedule (Exhibit D-1.E). Costs and/or schedule impacts related to supply chain issues that may arise out of the vendor’s or Achen-Gardner’s control
will be accommodated with the Construction Contingency or change order. Other vendor terms & conditions are between Achen-Gardner and the vendor(s) and are not a part of
the Contract between the City and Achen-Gardner.
2)This summary reflects compeƟƟve bids with a specific scope/Schedule of Values provided to all subcontractors and suppliers at the Ɵme of solicitaƟon. Actual quanƟƟes and
extended totals reflected in the SOV may be different based on final quantity and cost adjustments due to finalizing construction plans for this GMP 1.
6 Multiple Vendors will be utilized; the unit price is a composite of multiple quotes.
AGC Composite pricing is used when multiple vendors will be contracted on the project for the same material/scope of work. The following multiple vendors are being utilized for
project Dirt Dumping/Trucking, Redi–mix, and Saw cutting. Based on current and recent experience, the lowest bidders are not able to service and meet the full scope/entire
project schedule due to multiple crew, shift, and off-peak service needs. The following assumptions are used to determine the composite unit price:
•Dirt Dumping/Trucking project haul-off:
Buesing – 66%
Canyon – 34%
•Redi-Mix:
Rock Solid – 25% 0-sack slurry, 25% ½-sack slurry, 25% grout
Sunrock – 25% 0-sack slurry, 25% ½-sack slurry, 25% grout
American Materials – 50% 0-sack slurry, 50% ½-sack slurry, 50% grout, 100% MAG AA, A, B, and C concrete.
•Sawcuƫng:
Modern Concrete Cuƫng – 50%
Discount Sawcutting – 50%
Page 35 of 35
EXHIBIT F
Project Name: Water Main Replacement 2022
Page GIS-1
Project No.: WA2203.401
Rev 1/16/2024
GIS / GPS DATA DELIVERY REQUIREMENTS
(IF APPLICABLE)
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.
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
3 | P a g e
DATA DICTIONARY: WATER
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
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
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
6 | P a g e
WATER_MANHOLE
Field Name
Alias Name
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
ACCESSDIAMETER
ACCESSDIAMETER
Text
8
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
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
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
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
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
11 | P a g e
S
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
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
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
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
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
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
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
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
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
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
21 | P a g e
RECLAIM_WATER_MANHOLE
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
ACCESSDIAMETER
ACCESSDIAMETER
Text
8
ACCESSTYPE
ACCESSTYPE
Text
20
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
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
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
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
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
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
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
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
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
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
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
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
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
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
34 | P a g e
STORM_SCUPPER
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
CITY_EMBLEM
CITY_EMBLEM
Text
5
GIS_BOOLEAN_YES_NO
NUMBER_OPENINGS
NUMBER_OPENINGS
Short
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
35 | P a g e
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
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
37 | P a g e
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
38 | P a g e
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
39 | P a g e
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
40 | P a g e
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
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
EXHIBIT E
Project Name: Water Main Replacement 2022
Page SUB-1
Project No.: WA2203.401
Rev. 1/16/2024
SUBCONTRACTOR DOCUMENTS WITH CM@RISK
Any subcontractor assumptions, clarifications, exclusions, terms & conditions, signature blocks, etc. included are strictly between the CM@RISK
and their subcontractors, and do not apply to the Agreement between the CM@RISK and the City.
SUBCONTRACTOR’S LIST FORM
If CM@Risk intends to subcontract any portion of this Agreement, the CM@Risk must submit the name, address, and contractor’s license number (if
applicable) of each subcontractor, including the work component of such subcontracting. Include the form with the bid submittal documents. CM@Risk
may make multiple copies of this form as needed.
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
EXHIBIT G
Project Name: Water Main Replacement 2022
Page SUBS-1
Project No.: WA2203.401
Rev 1/16/2024
SUBCONTRACTOR DOCUMENTS WITH CM@RISK
Any subcontractor assumptions, clarifications, exclusions, terms & conditions,
signature blocks, etc. included are strictly between the CM@Risk and their
subcontractors, and do not apply to the Agreement between the CM@Risk and the City.
EXHIBIT G
SUBCONTRACTOR AND SUPPLIER SOLICITATION DOCUMENTS AND QUOTES
FEBRUARY 28, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
This exhibit includes the following documents:
G-1 Allowance Summary and Basis for EsƟmated Allowance Costs (Including Detailed Allowance Tables)
Recommended Subcontractors & Schedule of Manufacturers and Suppliers
Analyze Quotes reports and all associated recommended quotes
Note: Unawarded quotes are available upon request.
Page 1 of 74
G-1: ALLOWANCE SUMMARY
FEBRUARY 28, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
GMP 1 SCHEDULE OF ALLOWANCES
PAY
ITEM
DESCRIPTION
UM
QTY
TOTAL
ESTIMATED
COST BASIS
DESCRIBED IN
640
CONTRACTOR QUALITY CONTROL (ALLOWANCE)
AL
1
$ 151,199.25
TABLE 1
2000
TRAFFIC CONTROL (EXCLUDES VMS BOARDS)(ALLOWANCE)
AL
1
$ 253,994.16
TABLE 2
2010
OFF-DUTY OFFICERS (ALLOWANCE)
AL
1
$ 32,725.00
TABLE 3
2020
PURCHASE CONSTRUCTION WATER (ALLOWANCE)
AL
1
$ 20,700.00
TABLE 4
2030
PERMITS (ALLOWANCE)
AL
1
$ 2,006.25
TABLE 5
2040
LANDSCAPE & IRRIGATION SYSTEM RESTORATION (ALLOWANCE)
AL
1
$ 18,281.25
TABLE 6
2050
PRIVATE SERVICES (CUSTOMER SIDE) EXTRA WORK (ALLOWANCE)
AL
1
$ 83,034.54
TABLE 7
2060
RESIDENT ITEM RELOCATION (ALLOWANCE)
AL
1
$ 12,500.00
TABLE 8
2070
PRIVATE PROPERTY LOCATE SERVICE (SAFE SITE)(ALLOWANCE)
AL
1
$ 45,000.54
TABLE 9
2080
FLOOD IRRIGATION - PROTECT & REPAIR (ALLOWANCE)
AL
1
$ 25,000.00
TABLE 10
2090
SEWER SERVICE REPLACEMENT (ALLOWANCE)
AL
1
$ 4,384.11
TABLE 11
2500
RUNNING TOTAL NO. 1 - ALLOWANCES DIRECT COST
$ 648,825.10
10100
OVERHEAD AND FEE
8.50%
$ 55,150.13
SUBTOTAL - FEE
$ 55,150.13
RUNNING TOTAL NO. 2 - ALLOWANCES DIRECT COST OF THE WORK + FEE
$ 703,975.23
10200
INSURANCE (INCL. BUILDERS RISK & POLLUTION LIABILITY)
1.95%
$ 13,727.52
10300
BONDS (PAYMENT & PERFORMANCE)
0.80%
$ 5,631.80
SUBTOTAL - INSURANCE AND BONDS
$ 19,359.32
RUNNING TOTAL NO. 3 - ALLOWANCES DIRECT COST OF THE WORK + FEE + INS &
BOND
$ 723,334.55
10400
SALES TAXES (5.07% or 7.8% of 65%) of Running Total No. 3
5.070%
$ 36,673.06
10450
ESTIMATED TAX EXEMPT MATERIAL ADJ. (ALLOWANCE)
5.070%
SUBTOTAL - SALES TAXES
$ 36,673.06
2500
TOTAL - ALLOWANCES DIRECT COST OF THE WORK + FEE + INS & BOND + SALES TAXES
(SEE PAY ITEM 2500 ON MAIN SOV)
$ 760,007.61
NOTE
ALLOWANCES ARE BEST ESTIMATES AND ARE NOT GUARANTEED BY SCOPE. These allowances are
itemized by scope only for the purposes of assisting the City with rough budgeting of dollars for each
funding source but may be utilized as needed for any of the scopes of work in this GMP.
Page 2 of 74
BASIS FOR ESTIMATED ALLOWANCE COSTS
FEBRUARY 28, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
TABLE 1 – PAY ITEM 640 CONTRACTOR QUALITY CONTROL ESTIMATED COST BASIS
PAY ITEM
DESCRIPTION
UM
ESTIMATED
QTY
UNIT COST
TOTAL
ESTIMATED
COST
640
CONTRACTOR QUALITY CONTROL (ALLOWANCE)
AL
1
$ 151,199.25
$ 151,199.25
ESTIMATED 75% OF SERVICES LISTED BELOW ARE REQUIRED FOR GMP 1
MAINLINE TECH
HRS
866.00
$ 65.00
$ 56,290.00
LATERAL & SERVICE TECH
HRS
866.00
$ 65.00
$ 56,290.00
ADD'L FULL TIME TECH FOR ERIE/ALMA SCHOOL
HRS
288.00
$ 65.00
$ 18,720.00
TRIP CHARGES
EA
253.00
$ 26.00
$ 6,578.00
STD. PROCTOR
EA
5.00
$ 130.00
$ 650.00
MOD. STD. PROCTOR
EA
5.00
$ 130.00
$ 650.00
SIEVE ANALYSIS
EA
5.00
$ 88.00
$ 440.00
PI (DRY PREP)
EA
5.00
$ 88.00
$ 440.00
PI (WET PREP)
EA
15.00
$ 88.00
$ 1,320.00
CONC COMPRESSIVE TESTS
EA
36.00
$ 63.00
$ 2,268.00
MAX THEORETICAL SPECIFIC GRAVITY (RICE)
EA
5.00
$ 164.00
$ 820.00
MAX THEORETICAL SPECIFIC GRAVITY (MARSHALL)
EA
5.00
$ 164.00
$ 820.00
AC IGNITION & GRADATION
EA
5.00
$ 75.00
$ 375.00
UNIT/WT.
EA
5.00
$ 155.00
$ 775.00
THICKNESS ( CORES)
EA
15.00
$ 50.00
$ 750.00
PROJECT MANAGER
HRS
173.00
$ 109.00
$ 18,857.00
PROJECT ADMINISTRATION
HRS
346.00
$ 57.00
$ 19,722.00
PRINCIPAL ENGINEER
HRS
87.00
$ 182.00
$ 15,834.00
(Note: See Attached quote from Alpha Geotechnical as backup to these unit rates)
Page 3 of 74
BASIS FOR ESTIMATED ALLOWANCE COSTS
FEBRUARY 28, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
TABLE 2 – PAY ITEM 2000 TRAFFIC CONTROL (EXCLUDES VMS BOARDS)(ALLOWANCE) ESTIMATED COST BASIS
PAY ITEM
DESCRIPTION
UM
ESTIMATED
QTY
UNIT COST
TOTAL
ESTIMATED
COST
2000
TRAFFIC CONTROL (ALLOWANCE)
AL
1
$ 253,994.16
$ 253,994.16
ESTIMATED 85% OF SERVICES LISTED BELOW REQUIRED FOR GMP 1
TRAFFIC CONTROL DEVICES & EQUIPMENT
EADY
532
$ 213.83
$ 113,757.56
SETUPS / TAKEDOWNS
EA
148
$ 945.65
$ 139,956.20
MAINTENANCE
HRS
768
$ 58.00
$ 44,544.00
TRAFFIC CONTROL PLANS
EA
24
$ 45.00
$ 1,080.00
(Note: See Attached quote from AWP Safety as backup to these unit rates)
TABLE 3 – PAY ITEM 2010 OFF-DUTY OFFICERS (ALLOWANCE) ESTIMATED COST BASIS
PAY ITEM
DESCRIPTION
UM
ESTIMATED
QTY
UNIT COST
TOTAL
ESTIMATED
COST
2010
OFF-DUTY OFFICERS (ALLOWANCE)
AL
1
$ 32,725.00
$ 32,725.00
ESTIMATED 85% OF SERVICES LISTED BELOW REQUIRED FOR GMP 1
OFF-DUTY OFFICERS
HR
350
$ 110.00
$ 38,500.00
TABLE 4 – PAY ITEM 2020 PURCHASE CONSTRUCTION WATER (ALLOWANCE) ESTIMATED COST BASIS
PAY ITEM
DESCRIPTION
UM
ESTIMATED
QTY
UNIT COST
TOTAL
ESTIMATED
COST
2020
PURCHASE CONSTRUCTION WATER (ALLOWANCE)
AL
1
$ 27,600.00
$ 27,600.00
ESTIMATED 75% OF SERVICES LISTED BELOW REQUIRED FOR GMP 1
3” BACKFLOW PREVENTER RENTAL
MO
12
$ 200.00
$ 2,400.00
FH CONNECTION AND MISC RENTAL / FEE
MO
12
$ 300.00
$ 3,600.00
CONSTRUCTION WATER
MG
7,200
$ 3.00
$ 21,600.00
Page 4 of 74
BASIS FOR ESTIMATED ALLOWANCE COSTS
FEBRUARY 28, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
TABLE 5 – PAY ITEM 2030 PERMITS (ALLOWANCE) ESTIMATED COST BASIS
PAY ITEM
DESCRIPTION
UM
ESTIMATED
QTY
UNIT COST
TOTAL
ESTIMATED
COST
2030
PERMITS (ALLOWANCE)
AL
1
$ 2,006.25
$ 2,006.25
ESTIMATED 75% OF SERVICES LISTED BELOW REQUIRED FOR GMP 1
SWPPP NOI
EA
1
$ 1,350.00
$ 1,350.00
DUST PERMIT
EA
1
$ 1,325.00
$ 1,325.00
TABLE 6 – PAY ITEM 2040 LANDSCAPE & IRRIGATION SYSTEM RESTORATION (ALLOWANCE)ESTIMATED COST BASIS
PAY ITEM
DESCRIPTION
UM
ESTIMATED
QTY
UNIT COST
TOTAL
ESTIMATED
COST
2040
LANDSCAPE & IRRIGATION SYSTEM RESTORATION
(ALLOWANCE)
AL
1
$ 18,281.25
$ 18,281.25
ESTIMATED 75% OF SERVICES LISTED BELOW REQUIRED FOR GMP 1
RESTORATION PER LOCATION
EA
25
$ 200.00
$ 5,000.00
ARBORIST
HR
155
$ 125.00
$ 19,375.00
TABLE 7 – PAY ITEM 2050 PRIVATE SERVICES (CUSTOMER SIDE) EXTRA WORK (ALLOWANCE) ESTIMATED COST BASIS
PAY ITEM
DESCRIPTION
UM
ESTIMATED
QTY
UNIT COST
TOTAL
ESTIMATED
COST
2050
PRIVATE SERVICES (CUSTOMER SIDE) EXTRA WORK
(ALLOWANCE)
AL
1
$ 83,034.54
$ 83,034.54
ESTIMATED 90% OF SERVICES LISTED BELOW REQUIRED FOR GMP 1
ESTIMATED AVERAGE OF 10% EXTRA WORK
REQUIRED ON PRIVATE SERVICES (CUSTOMER SIDE)
AL
1
$ 92,260.60
$ 92,260.60
TABLE 8 – PAY ITEM 2060 RESIDENT ITEM RELOCATION (ALLOWANCE) ESTIMATED COST BASIS
PAY ITEM
DESCRIPTION
UM
ESTIMATED
QTY
UNIT COST
TOTAL
ESTIMATED
COST
2060
RESIDENT ITEM RELOCATION (ALLOWANCE)
AL
1
$ 12,500.00
$ 12,500.00
ESTIMATED 100% OF SERVICES LISTED BELOW REQUIRED FOR GMP 1
ESTIMATED LEVEL OF EFFORT AT 25EA LOCATIONS
REQUIRING PRIVATE PROPERTY TO BE RELOCATED
EA
25
$ 500.00
$ 12,500.00
Page 5 of 74
BASIS FOR ESTIMATED ALLOWANCE COSTS
FEBRUARY 28, 2025
CITY OF CHANDLER – WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
COC PROJECT NO: WA2203.401 AGC PROJECT NO.: 4134101
TABLE 9 – PAY ITEM 2070 PRIVATE PROPERTY UTILITY LOCATE SERVICE (ALLOWANCE) ESTIMATED COST BASIS
PAY ITEM
DESCRIPTION
UM
ESTIMATED
QTY
UNIT COST
TOTAL
ESTIMATED
COST
2070
PRIVATE PROPERTY UTILITY LOCATE SERVICE
(SAFESITE) (ALLOWANCE)
AL
1
$ 45,000.54
$ 45,000.54
ESTIMATED 90% OF SERVICES LISTED BELOW REQUIRED FOR GMP 1
ESTIMATED LEVEL OF EFFORT REQUIRED BY SAFE SITE
TO LOCATE UTILITIES ON PRIVATE PROPERTY
AL
1
$ 50,000.60
$ 50,000.60
TABLE 10 – PAY ITEM 2080 FLOOD IRRIGATION – PROTECT & REPAIR (ALLOWANCE) ESTIMATED COST BASIS
PAY ITEM
DESCRIPTION
UM
ESTIMATED
QTY
UNIT COST
TOTAL
ESTIMATED
COST
2080
FLOOD IRRIGATION – PROTECT & REPAIR
(ALLOWANCE)
AL
1
$ 25,000.00
$ 25,000.00
ESTIMATED 100% OF SERVICES LISTED BELOW REQUIRED FOR GMP 1
ESTIMATED LEVEL OF EFFORT REQUIRED TO PROTECT
AND REPAIR FLOOR IRRIGATION LINES FOUND TO BE
IN UNSATISFACTORY CONDITION DURING THE
PROGRESS OF THE WORK
AL
1
$ 25,000.00
$ 25,000.00
TABLE 11 – PAY ITEM 2090 SEWER SERVICE REPLACEMENT (ALLOWANCE) ESTIMATED COST BASIS
PAY ITEM
DESCRIPTION
UM
ESTIMATED
QTY
UNIT COST
TOTAL
ESTIMATED
COST
2080
FLOOD IRRIGATION – PROTECT & REPAIR
(ALLOWANCE)
AL
1
$ 4,384.11
$ 4,384.11
ESTIMATED 75% OF SERVICES LISTED BELOW REQUIRED FOR GMP 1
ESTIMATED LABOR
AL
1
$ 3,303.76
$ 3,303.76
ESTIMATED EQUIPMENT
AL
1
$ 1,541.70
$ 1,541.70
ESTIMATED MATERIALS
AL
1
$ 1,000.00
$ 1,000.00
Page 6 of 74
SCOPE OF WORK / MATERIAL
SUBCONTRACTOR / SUPPLIER
(VENDOR) NAME
BID (B)
NO BID (NB)
BID AMOUNT
SELECTION NOTES (Defined Below)
Aggregates (Sand and Rip Rap Only)
Affinity Material
B
465,917.39
$
1
Busing Corp
B
491,956.83
$
Asphalt Material
Vulcan
B
245,977.86
$
1
Fisher Sand & Gravel
B
268,608.82
$
Crack Seal
Southwest Slurry Seal, Inc.
B
79,882.55
$
1
Viasun Corporation
B
123,454.85
$
Disinfection Sub
Statewide Disinfection
B
32,608.50
$
1
Dump Dirt
AGC Composite Price
B
402,929.29
$
6
Buesing Corporation
B
309,482.87
$
1
Canyon Country Contract
B
497,852.42
$
Pipe Package
Ferguson Waterworks
B
1,999,600.22
$
1
Fortiline Waterworks
B
2,001,701.72
$
Winwater of Phoenix
B
2,053,109.26
$
Quality Control
Alpha Geotechnical
B
201,599.00
$
1
Ninyo & Moore
B
220,724.00
$
Alta Arizona
B
207,090.00
$
Rebar Material
Tyler Reinforcing LLC
B
16,900.73
$
1
CMC Construction Services
NB
-
$
2
Redi-Mix
AGC Composite Price
B
920,561.32
$
6
Sunrock
B
848,367.75
$
1
Desert Redi-Mix
B
895,428.43
$
Rock Solid Concrete
B
870,522.73
$
American Materials Company
B
946,230.85
$
Arizona Materials LLC
B
961,000.85
$
Calportland
B
1,005,593.15
$
Sawcut
AGC Composite Price
B
69,729.92
$
6
Modern Concrete Cutting
B
64,980.16
$
1
Discount Saw Cut
B
76,479.68
$
Slurry Seal
Southwest Slurry Seal Inc
B
226,104.70
$
1
Viasun Corporation
B
247,985.80
$
Striping
Franklin Striping
B
46,957.82
$
1
Hulxe Construction Services
B
49,786.20
$
Falcon Contracting
B
49,096.33
$
Pavement Markings, Inc.
B
61,797.06
$
Survey
EPS Group
B
171,171.45
$
1
Rick Engineering
B
177,200.13
$
SWPPP
Terra Firma LLC
B
58,285.00
$
1
Offsite Sweeping
B
58,860.00
$
R&D Storm Water
B
61,760.00
$
Traffic Control
AWP
B
299,336.45
$
1
Southwest
B
598,672.90
$
Trucking
GB Trucking
B
1,325,338.98
$
1
Arizona Heat
B
1,453,549.50
$
Underground Subcontractor (Private Services)
RKS Plumbing
B
1,008,679.46
$
4
SELECTION NOTES
SELECTED VENDOR
1 Lowest, qualified bidder, ability to meet schedule / deliveries
2 Non Responsive (NB) - No Bid; Non-responsive
3 Quote includes non-agreeable terms.
4 Qualifications/Direct Selection based on subcontractor/supplier submitted in our SOQ, past performance on similar projects with Achen-Gardner.
5 Quote was missing portions that needed to be quoted.
EXHIBIT D-1.C.ii, iii
RECOMMENDED SUBCONTRACTORS & SCHEDULE OF MANUFACTURERS AND SUPPLIERS
FEBRUARY 28, 2025
CITY OF CHANDLER - WATER MAIN REPLACEMENT 2022 CMAR PROJECT - GMP 1
ACHEN-GARDNER PROJECT 4134100
See the following subcontractor and supplier award recommendations spreadsheet with quotes:
1) This Proposal is based on the recommended awarded subcontractor and supplier resource values and related proposals. Lead Ɵmes stated on quotes/proposals apply and are
planned for in our proposed schedule (Exhibit D-1.E). Costs and/or schedule impacts related to supply chain issues that may arise out of the vendor’s or Achen-Gardner’s control
will be accommodated with the Construction Contingency or change order. Other vendor terms & conditions are between Achen-Gardner and the vendor(s) and are not a part of
the Contract between the City and Achen-Gardner.
2)This summary reflects compeƟƟve bids with a specific scope/Schedule of Values provided to all subcontractors and suppliers at the Ɵme of solicitaƟon. Actual quanƟƟes and
extended totals reflected in the SOV may be different based on final quantity and cost adjustments due to finalizing construction plans for this GMP 1.
6 Multiple Vendors will be utilized; the unit price is a composite of multiple quotes.
AGC Composite pricing is used when multiple vendors will be contracted on the project for the same material/scope of work. The following multiple vendors are being utilized for
project Dirt Dumping/Trucking, Redi–mix, and Saw cutting. Based on current and recent experience, the lowest bidders are not able to service and meet the full scope/entire
project schedule due to multiple crew, shift, and off-peak service needs. The following assumptions are used to determine the composite unit price:
•Dirt Dumping/Trucking project haul-off:
Buesing – 66%
Canyon – 34%
•Redi-Mix:
Rock Solid – 25% 0-sack slurry, 25% ½-sack slurry, 25% grout
Sunrock – 25% 0-sack slurry, 25% ½-sack slurry, 25% grout
American Materials – 50% 0-sack slurry, 50% ½-sack slurry, 50% grout, 100% MAG AA, A, B, and C concrete.
•Sawcuƫng:
Modern Concrete Cuƫng – 50%
Discount Sawcutting – 50%
Page 7 of 74
Project:
City of Chandler Water Main Replacement
Achen-Gardner
2195 West Chandler Boulevard, Suite 200
Chandler AZ 85224
Paul Ekstrom
11/27/2024
PH: 480-403-9458
Alpha Geotechnical & Materials, Inc. (Alpha), is pleased to present our estimate for sampling and testing services for
this project. This proposal is based upon a review of City of Chandler Water Main Replacement Plans as part of a
request for proposal dated 11/12/2024 by Paul Ekstrom.
PROJECT UNDERSTANDING
The project consists of the construction of a new water main pipleline with associated civil improvements known as
City of Chandler Water Main Replacement in Chandler, AZ. It is our understanding that City of Chandler will be
the governing municipality. Materials sampling and testing services will be required to determine compliance with
the applicable specifications and jurisdictional regulations during construction.
Thank you for giving us the opportunity to be a part of your project team. Should you have any questions or require
additional information, please do not hesitate to contact me. We have identified the budgeted tasks below, the task
details including assumptions are identified in EXHIBIT A, Scope of Services. The Consulting Services Agreement is
included in EXHIBIT B.
Abdiwali M. Tarax
Dear Paul Ekstrom
Budget Summary for - City of Chandler Water Main Replacement
Task Name
Cost
Water (W)
$15,524.00
Streets & Street Related Work (ST)
$41,785.00
Project Management (PM)
$10,104.00
Project total:
$67,413.00
** All field tests have a two-hour minimum charge on a portal-to-portal basis and Special Inspectors have a 3-hour minimum
charge on a portal-to-portal basis. Time over the minimum will be rounded up to the nearest whole number. Overtime at 1.5
times the standard rate will be charged after 8 hours per day, and also on weekends and holidays. If same-day service is required
and can be accommodated, a $75 fee will be added. This is a unit rate proposal. Retest, show up and cancellation are not
included and will be charged at our standard unit rate fees as listed above. A Project Management Fee includes a typical 10% (of
proposal) fee for the routine management duties associated with this work. The estimated total is listed for your convenience and
may change with project schedules and contractor productivity. We reserve the right to review and change our rates should the
start date of the project be more than 3 months from the date of this proposal.
Project Location:
Chandler Boulevard & Alma School Road, Chandler, AZ
Shaun R. Ringelberg - Proposal Writer
Alpha Project No.- 24-CM-14948
11/27/2024
1
2504 West Southern Avenue Tempe Arizona 85282 PH: 602-453-3265
Page 8 of 74
Project Manager
Exhibit A - Scope of Services
Exhibit B - Consulting Service Agreement
Alpha Project No.- 24-CM-14948
11/27/2024
2
2504 West Southern Avenue Tempe Arizona 85282 PH: 602-453-3265
Page 9 of 74
EXHIBIT A
Scope of Services
Alpha will complete nuclear density-moisture testing and concrete sampling (if required) to check for compliance with
the jurisdictional requirements. Alpha will require full cooperation with the installing contractor in order to obtain the
required tests (we don't own or operate excavating equipment). In addition to field testing, some laboratory testing
will also be required and has been included in our estimate.
It is assumed that the trench parallel with traffic will utilize ABC for backfill.
•
It is assumed that the trench perpendicular to traffic will use 1/2 sack CLSM for backfill.
•
The following is the Compaction testing estimate:
Water Mainline Length: 21,531 LF
Average depth: 4 ft.
Horizontal test Frequency: 650 ft per lift
Vertical test Frequency: 1 ft.
Estimated tests required: 136
Hours: (40 trips x average of 3 hours on site) + (travel time of 0.6 hour per trip) = 120 + 24 = 144 hours
Estimated samples of ABC for bedding (typically 1000 tons per 2000 feet of bedding):11
Lab testing required:
Gradation: 11 tests (one per 1,000 tons)
•
Wet Prep Plasticity Index: 11 tests (one per 1,000 tons)
•
Proctor, ASTM D698, method C: 1 test (one per 5,000 tons or one per source)
•
Thrust Collar: 25
Testing trips required for concrete (including concrete pickups): 5
Hours: (5 trips x average of 2 hours on site) + (travel time of 0.6 hour per trip) = 10 + 3 = 13 hours
Estimated Concrete: 5 sets x 4 cylinders per set = 20 cylinders
Water (W)
Cost Estimate for - Water (W)
Description
Qty
Rate
Units
Total
Project Manager
10.00
$109.00
RtHr
$1,090.00
Field Technician
157.00
$65.00
RtHr
$10,205.00
Gradation of soil or aggregate ASTM C136 & C117 / AASHTO T27 & T11
11.00
$88.00
EA
$968.00
Plasticity Index (Wet Preparation) ASTM D4318 / AASHTO T89 & T90 &
T146
11.00
$175.00
EA
$1,925.00
Standard Proctor ASTM D698-C / AASHTO T99-D
1.00
$166.00
EA
$166.00
Mileage Charge
45.00
$26.00
Trip
$1,170.00
Total for Water (W)
$15,524.00
Alpha will complete nuclear density-moisture testing on subgrade materials, collect concrete specimens for
laboratory compressive strength testing, and collect samples of asphaltic concrete for compliance with jurisdictional
requirements of City of Chandler.
Alpha estimates street and street related work be constructed in less than 5 months. Laboratory testing will also be
Streets & Street Related Work (ST)
Alpha Project No.- 24-CM-14948
11/27/2024
3
2504 West Southern Avenue Tempe Arizona 85282 PH: 602-453-3265
Page 10 of 74
required to cover the necessary concrete and asphaltic concrete compliance testing.
It is assumed that moisture-density relationships for aggregate base materials will be needed.
•
Nuclear density testing will be completed during paving operations for informational purposes only.
•
It is assumed that Asphaltic Concrete coring is not required for this project.
•
Alpha is not responsible for the development of a roll pattern, but will provide data to assist the contractor in
establishing the rolling pattern.
•
MCDOT jurisdictional requirements (EOR duties) do not apply to this project.
•
We are expecting that one (1) final report will be required at the end of the completion of the Street related
work.
•
The following is the construction testing estimate:
Concrete and compaction testing for Flatwork (Curb and Gutter, Sidewalk, Ramps, Driveways, and Valley Gutter):
Hours: (25 trips x average of 3 hours on site) + (travel time of 0.6 hour per trip) = 75 + 15 = 90 hours
•
Estimated Concrete lab testing: 25 sets x 4 cylinders per set = 100 cylinders
•
Roadway Pavement Construction:
Roadway AC testing: 16,800 LF and 1,500 tons
•
Number of Lifts: 1
•
Horizontal compaction testing frequency: 650 LF and for every lift
•
Hours: (30 trips x average of 6 hours on site) + (travel time of 0.6 hour per trip) = 180 + 18 = 198 hours
•
Lab testing required:
Rice or Maximum Theoretical Specific Gravity: 30
◦
Gyratory or Marshall test: 30 (to determine Lab Air Voids, which is sampled per days placement)
◦
Gradation of Extracted Aggregate: 30
◦
Oil content by Ignition Method: 30
◦
•
TOTALS:
288 hours (sum of items underlined and bold)
55 trips (sum of items underlined)
Lab charges are itemized above
Alpha Project No.- 24-CM-14948
11/27/2024
4
2504 West Southern Avenue Tempe Arizona 85282 PH: 602-453-3265
Page 11 of 74
Cost Estimate for - Streets & Street Related Work (ST)
Description
Qty
Rate
Units
Total
Professional Engineer
10.00
$182.00
RtHr
$1,820.00
Project Manager
15.00
$109.00
RtHr
$1,635.00
Field Technician
288.00
$65.00
RtHr
$18,720.00
AC: Gradation of extracted aggregate ASTM D6307 / AASHTO T30
30.00
$88.00
EA
$2,640.00
AC: Gyratory Compaction ASTM D6925 / AASHTO T312
30.00
$175.00
EA
$5,250.00
AC: Oil Content by Ignition Method ASTM D6307 / T308A
30.00
$109.00
EA
$3,270.00
AC: Rice or Maximum Theoretical Specific Gravity ASTM D2041 /
AASHTO T209 / Az 417c
30.00
$164.00
EA
$4,920.00
Compressive Strength ASTM C39
100.00
$21.00
EA
$2,100.00
Mileage Charge
55.00
$26.00
Trip
$1,430.00
Total for Streets & Street Related Work (ST)
$41,785.00
Assumptions:
Alpha estimates some project management and minor consultation will be necessary over the course of the project.
Some of these actives may include assistance with submittal reviews, attendance to a pre-construction meeting,
attendance to pre-activity meetings, test schedule development and report development.
Weekly or monthly budget updates are not included in this fee.
•
Project Administration Fee: Alpha’s project administration fee covers dispatching, test data management and
test data review.
•
Project Management (PM)
Cost Estimate for - Project Management (PM)
Description
Qty
Rate
Units
Total
Professional Engineer
12.00
$182.00
RtHr
$2,184.00
Project Manager
38.00
$109.00
RtHr
$4,142.00
Administrative Assistant
64.00
$57.00
RtHr
$3,648.00
Mileage Charge
5.00
$26.00
Trip
$130.00
Total for Project Management (PM)
$10,104.00
Alpha Project No.- 24-CM-14948
11/27/2024
5
2504 West Southern Avenue Tempe Arizona 85282 PH: 602-453-3265
Page 12 of 74
EXHIBIT B
Consulting Services Agreement
This CONSULTING SERVICES AGREEMENT is made by and between: -
Achen-Gardner
hereinafter referred to as CLIENT, and Alpha Geotechnical & Materials, Inc., hereinafter called Alpha.
The CONSULTING SERVICES AGREEMENT between the parties consists of these terms and conditions, the
attached PROPOSAL identified as Alpha Proposal Number:
24-CM-14948 dated: 11/27/2024
and any exhibits or attachments noted in the PROPOSAL. Together, these elements will constitute the entire
AGREEMENT superseding any and all prior negotiations, correspondence, or agreements either written or oral. Any
changes to this CONSULTING SERVICES AGREEMENT must be mutually agreed to in writing.
SECTION 1 - SCOPE OF WORK
Alpha shall perform pursuant to the terms and conditions of this CONSULTING SERVICES AGREEMENT the
services as set forth in the accompanying PROPOSAL.
SECTION 2 - PERMITS & UTILITIES
1. Unless otherwise stated in the PROPOSAL, CLIENT shall apply for and obtain all required permits and licenses.
CLIENT shall make all necessary arrangements for right of entry to provide Alpha access to the site for all equipment
and personnel at no charge to Alpha.
2. While Alpha will take all reasonable precautions to minimize any damage to the property, CLIENT agrees to hold
Alpha harmless for any damages to structures or any damage required for right of entry, in the absence of willful and
gross misconduct by Alpha.
SECTION 3 - SAMPLES
Samples collected during this work will be retained for approximately 30 days after the sample is collected and then
disposed.
SECTION 4 - INVOICES
Alpha will submit monthly progress invoices to CLIENT. Payment is due upon presentation of invoice and is past due
thirty (30) days from invoice date. CLIENT agrees to pay a finance charge of one and percent (1 1/2%) per month on
past due invoices. Alpha may require a retainer prior to start of work. Alpha will apply the retainer, if applicable, to the
final invoice.
SECTION 5 - OWNERSHIP OF DOCUMENTS
1. All reports, field data, field notes, calculations, estimates and other documents prepared by Alpha, as instruments
of service, shall remain the property of Alpha.
2. Alpha will retain all pertinent records relating to the services performed for a period of five years following
Alpha Project No.- 24-CM-14948
11/27/2024
6
2504 West Southern Avenue Tempe Arizona 85282 PH: 602-453-3265
Page 13 of 74
submission of the report, during which period the records will be made available to CLIENT at reasonable times.
SECTION 6 - DISPUTES
In an effort to resolve any conflicts that arise during the design or construction of the Project or following the
completion of the Project, the CLIENT and Alpha agree that all disputes arising between them out of or relating to this
Agreement or the Project shall be submitted to mediation unless the parties mutually agree otherwise.
SECTION 7 - STANDARD OF CARE & NOTIFICATION
1. Services performed by Alpha under this CONSULTING SERVICES AGREEMENT will be conducted in a manner
consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing
under similar conditions. No warranty is expressed or implied.
2. Alpha agrees to notify CLIENT when unanticipated hazardous materials or suspected hazardous materials are
encountered. CLIENT agrees to make any disclosures required by law to the appropriate governing agencies.
3. Alpha will be responsible for data, interpretations, and recommendations, but shall not be responsible for the
interpretation by others of the information developed.
SECTION 8 - LIMITATION OF LIABILITY
1. CLIENT agrees to limit Alpha's liability to CLIENT and all third parties arising from Alpha's negligent acts, errors or
omissions, such that the total aggregate liability of Alpha to all those named shall not exceed our fees for the project
or $50,000, whichever is less. Neither CLIENT nor any third parties assume any liability for damages to others, which
may arise solely on account of Alpha's negligent acts, errors or omissions.
2. As part of the consideration Alpha requires for provision of the Services indicated herein, CLIENT agrees that any
claim for damages filed against Alpha by CLIENT of any contractor or subcontractor hired directly or indirectly by
CLIENT will be filed solely against Alpha or its successors or assigns and that no individual person shall be made
personally liable or liable for damages, in whole or in part.
SECTION 9 - INSURANCE
Alpha represents and warrants that it and its agents, staff and consultants employed by it are protected by worker's
compensation insurance and that Alpha has such coverage under public liability and property damage insurance
policies which Alpha deems to be adequate. Certificates for all such policies of insurance will be provided to CLIENT,
if requested. Within the limits and conditions of such insurance, Alpha agrees to indemnify and hold CLIENT
harmless from and against any loss, damage, or liability arising from any negligent acts by Alpha, it agents, staff, and
consultants employed by it. Alpha shall not be responsible for any loss, damage or liability arising from any acts by
CLIENT, its agents, staff, and other consultants employed by it.
SECTION 10 - TERMINATION
1. This CONSULTING SERVICES AGREEMENT may be terminated by either party upon seven (7) days written
notice in the event of substantial failure by the other party to perform in accordance with the terms hereof, or in the
event of the parties' failure to agree upon an adjustment to this CONSULTING SERVICES AGREEMENT in
accordance with Section 6. Such termination shall not be effective if that substantial failure has been remedied before
expiration of the period specified in the written notice. In the event of termination, Alpha shall be paid for services
performed to the termination notice date plus reasonable termination expenses.
2. In the event of termination or suspension for more than three (3) months prior to completion of all reports
contemplated by this CONSULTING SERVICES AGREEMENT, Alpha may complete such analyses and records as
are necessary to complete ALPHA's Project files and may also complete a report on the services performed to the
Alpha Project No.- 24-CM-14948
11/27/2024
7
2504 West Southern Avenue Tempe Arizona 85282 PH: 602-453-3265
Page 14 of 74
date of notice of termination or suspension. The expenses of termination or suspension shall include all direct costs
of ALPHA in completing such analyses, records and reports.
SECTION 11 - ENTIRE AGREEMENT
This CONSULTING SERVICES AGREEMENT along with the exhibits and/or proposals appended hereto constitute
the entire CONSULTING SERVICES AGREEMENT of the parties with respect to the subject matter hereof. The
Parties have read the foregoing, understand completely the terms and conditions, and willingly enter into this
CONSULTING SERVICES AGREEMENT which will become effective on the date signed by the CLIENT below.
Alpha Geotechnical & Materials, Inc. Client: Achen-Gardner
By (please sign here): By : (please sign here):
Carrie Weaver
Print Name: Carrie Weaver Print Name
Title: President Title
Date: November 27, 2024 Date
Alpha Project No.- 24-CM-14948
11/27/2024
8
2504 West Southern Avenue Tempe Arizona 85282 PH: 602-453-3265
Page 15 of 74
Item Description
Price
UOM
Qty/Day
Days
Total Qty.
Total
Traffic Sign Small (<10 Sq. Ft.) - 36" Road Work Ahead *
$0.40
Per Day
4
1
4
$1.60
Traffic Sign Small (<10 Sq. Ft.) - 36" Street Closed
Ahead *
$0.40
Per Day
1
1
1
$0.40
Traffic Sign Small (<10 Sq. Ft.) - Detour Ahead *
$0.40
Per Day
1
1
1
$0.40
Traffic Sign Small (<10 Sq. Ft.) - Do Not Enter *
$0.40
Per Day
2
1
2
$0.80
Traffic Sign Small (<10 Sq. Ft.) - No Left Turn *
$0.40
Per Day
2
1
2
$0.80
Traffic Sign Small (<10 Sq. Ft.) - No Right Turn *
$0.40
Per Day
2
1
2
$0.80
Traffic Sign Small (<10 Sq. Ft.) - Detour (Right) *
$0.40
Per Day
2
1
2
$0.80
Traffic Sign Large (>16 Sq. Ft.) - Street Closed - M4-
10Left *
$0.60
Per Day
1
1
1
$0.60
Sign Stand w/Flasher - *
$0.50
Per Day
14
1
14
$7.00
Dbl. Sign Stand w/2 Flashers - *
$0.70
Per Day
1
1
1
$0.70
Vertical Panel w/ C Steady-Burn - *
$0.40
Per Day
14
1
14
$5.60
Type I Barricade w/ A Flasher - *
$0.30
Per Day
11
1
11
$3.30
Type III Barricade w/ 2 A Flashers - *
$0.95
Per Day
1
1
1
$0.95
Sandbag - *
$1.00
Per Each
60
1
60
$60.00
Flag w/ Dowel - *
$2.75
Per Each
24
1
24
$66.00
Deliver/Travel Charge Zone B - *
$168.75
Per Each
1
1
1
$168.75
Pick up/Travel Charge Zone B - *
$168.75
Per Each
1
1
1
$168.75
2 Traffic Control Employees - *
$116.00
Per Hour
2.5
1
2.5
$290.00
ONE TIME CHARGES
LABOR
$23.75
$126.00
$627.50
EQUIPMENT
SUBTOTAL
$777.25
24 hour west bound OR east bound directional closure on Galveston St
as per TCP.
Work Zone-up to 460'
1-TCP is $45.00 per plan.
Note: The * indicates taxable items.
Estimate
Estimate Date
Estimate ID
10/2/2024
CHANDLER
Valid Through: 11/1/2024
dba AWP Safety 2533 W Holly St.
Phoenix, AZ 85009
602-431-0911
Fax 602-272-2827
Trafficade Service LLC
Job Location:
Galveston St & Pleasant St
CHANDLER
Estimated Days: 1
Estimate Created By: Vincent Graeber
Job Name: WA2203.401
Email: agoode@achen.com
Abi Goode
2195 W. CHANDLER BLVD #200
CHANDLER, AZ 85224
Fax: 480-940-4576
ACHEN GARDNER CONSTRUCTION
LLC
Phone: 602-377-4593
Scope:
Bid quantities for info only, contractor will be billed for actual quantities performed.
Cancellation will be charged if not cancelled 2 hours before start time.
If Contractor or Sub removes and resets items, they are responsible for replacing the material
damaged.
All setups include mobilization and demobilization, prices may vary and will be determined by
scope of work/ work zone, and County or City entities that may have traffic control stipulations.
Initials ______ Page 1 of 2
Page 16 of 74
Company
Accepted By:
Date
Date
Signature
Trafficade Service LLC
Print Name
Title
Visit Our Website at www.awpsafety.com
10/2/2024
Vincent Graeber
Scope:
Pricing is based on regular pay, 35 mph zone and footage as described work zone.
AWP Safety has the ability to revise quote once 100% completed specs and plans are released.
Estimate is based on 1 calendar Days.
Bond Rate is 1.25% but not included in the rate listed above.
Excluded:
Coring Concrete & Asphalt, Concrete Footing, Grading, and Survey for Signs.
ANY permits, Concrete Barrier, Fencing, Impact Trucks, Attenuators, Specialty signs.
Night work or any type of lights, Weekends or Holidays. (Operation Hours 7am-5pm)
Prevailing wage.
ADA Compliance.
Message Boards
The estimated labor cost does not include any standby OR certified flaggers.
Page 2 of 2
Estimate For: ACHEN GARDNER CONSTRUCTION LLC - Quote ID: CHANDLER (cont.)
Page 17 of 74
Item Description
Price
UOM
Qty/Day
Days
Total Qty.
Total
Traffic Sign Small (<10 Sq. Ft.) - 36" Road Work Ahead *
$0.40
Per Day
8
1
8
$3.20
Traffic Sign Small (<10 Sq. Ft.) - 36" Right 2 Lanes
Closed Ahead *
$0.40
Per Day
1
1
1
$0.40
Traffic Sign Small (<10 Sq. Ft.) - Merge Left *
$0.40
Per Day
1
1
1
$0.40
Traffic Sign Small (<10 Sq. Ft.) - W1-4 Left *
$0.40
Per Day
1
1
1
$0.40
Traffic Sign Small (<10 Sq. Ft.) - 36" W1-4 Right *
$0.40
Per Day
1
1
1
$0.40
Traffic Sign Small (<10 Sq. Ft.) - Keep Left *
$0.40
Per Day
8
1
8
$3.20
Traffic Sign Small (<10 Sq. Ft.) - Keep Right *
$0.40
Per Day
6
1
6
$2.40
Traffic Sign Small (<10 Sq. Ft.) - No Left Turn *
$0.40
Per Day
8
1
8
$3.20
Traffic Sign Small (<10 Sq. Ft.) - straig arro right turn *
$0.40
Per Day
1
1
1
$0.40
Sign Stand w/Flasher - *
$0.50
Per Day
35
1
35
$17.50
Vertical Panel w/ C Steady-Burn - *
$0.40
Per Day
106
1
106
$42.40
Type I Barricade w/ A Flasher - *
$0.30
Per Day
40
1
40
$12.00
Arrow Board - *
$23.00
Per Day
1
1
1
$23.00
Hi-Level Flag Stand w/A Flasher - *
$0.60
Per Day
1
1
1
$0.60
Sandbag - *
$1.00
Per Each
284
1
284
$284.00
Deliver/Travel Charge Zone B - *
$168.75
Per Each
3
1
3
$506.25
Pick up/Travel Charge Zone B - *
$168.75
Per Each
3
1
3
$506.25
2 Traffic Control Employees - *
$116.00
Per Hour
3
1
3
$348.00
ONE TIME CHARGES
LABOR
$109.50
$284.00
$1,360.50
EQUIPMENT
SUBTOTAL
$1,754.00
24 hour north bound channel on Alma School Rd as per TCP.
1-TCP is $45.00 per plan.
Note: The * indicates taxable items.
Estimate
Estimate Date
Estimate ID
10/2/2024
CHANDLER
Valid Through: 11/1/2024
dba AWP Safety 2533 W Holly St.
Phoenix, AZ 85009
602-431-0911
Fax 602-272-2827
Trafficade Service LLC
Job Location:
Alma School Rd & Erie St
CHANDLER
Estimated Days: 1
Estimate Created By: Vincent Graeber
Job Name: WA2203.401
Email: agoode@achen.com
Abi Goode
2195 W. CHANDLER BLVD #200
CHANDLER, AZ 85224
Fax: 480-940-4576
ACHEN GARDNER CONSTRUCTION
LLC
Phone: 602-377-4593
Scope:
Bid quantities for info only, contractor will be billed for actual quantities performed.
Cancellation will be charged if not cancelled 2 hours before start time.
If Contractor or Sub removes and resets items, they are responsible for replacing the material
damaged.
All setups include mobilization and demobilization, prices may vary and will be determined by
scope of work/ work zone, and County or City entities that may have traffic control stipulations.
Pricing is based on regular pay, 35 mph zone and footage as described work zone.
AWP Safety has the ability to revise quote once 100% completed specs and plans are released.
Initials ______ Page 1 of 2
Page 18 of 74
Company
Accepted By:
Date
Date
Signature
Trafficade Service LLC
Print Name
Title
Visit Our Website at www.awpsafety.com
10/2/2024
Vincent Graeber
Scope:
Estimate is based on 1 calendar Days.
Bond Rate is 1.25% but not included in the rate listed above.
Excluded:
Coring Concrete & Asphalt, Concrete Footing, Grading, and Survey for Signs.
ANY permits, Concrete Barrier, Fencing, Impact Trucks, Attenuators, Specialty signs.
Night work or any type of lights, Weekends or Holidays. (Operation Hours 7am-5pm)
Prevailing wage.
ADA Compliance.
Message Boards
The estimated labor cost does not include any standby OR certified flaggers.
Page 2 of 2
Estimate For: ACHEN GARDNER CONSTRUCTION LLC - Quote ID: CHANDLER (cont.)
Page 19 of 74
Item Description
Price
UOM
Qty/Day
Days
Total Qty.
Total
Traffic Sign Small (<10 Sq. Ft.) - 36" Road Work Ahead *
$0.40
Per Day
6
1
6
$2.40
Traffic Sign Small (<10 Sq. Ft.) - 36" Left Lane Closed
Ahead *
$0.40
Per Day
2
1
2
$0.80
Traffic Sign Small (<10 Sq. Ft.) - 36" Merge Right *
$0.40
Per Day
2
1
2
$0.80
Traffic Sign Small (<10 Sq. Ft.) - Keep Right *
$0.40
Per Day
8
1
8
$3.20
Traffic Sign Small (<10 Sq. Ft.) - No Left Turn *
$0.40
Per Day
8
1
8
$3.20
Sign Stand w/Flasher - *
$0.50
Per Day
26
1
26
$13.00
Vertical Panel w/ C Steady-Burn - *
$0.40
Per Day
52
1
52
$20.80
Type I Barricade w/ A Flasher - *
$0.30
Per Day
18
1
18
$5.40
Arrow Board - *
$23.00
Per Day
2
1
2
$46.00
Sandbag - *
$1.00
Per Each
156
1
156
$156.00
Flag w/ Dowel - *
$2.75
Per Each
36
1
36
$99.00
Deliver/Travel Charge Zone B - *
$168.75
Per Each
1
1
1
$168.75
Pick up/Travel Charge Zone B - *
$168.75
Per Each
1
1
1
$168.75
2 Traffic Control Employees - *
$116.00
Per Hour
3
1
3
$348.00
ONE TIME CHARGES
LABOR
$95.60
$255.00
$685.50
EQUIPMENT
SUBTOTAL
$1,036.10
24 hour two direction single lane closure (Football) on Alma School Rd
as per TCP.
1-TCP is $45.00 per plan.
Note: The * indicates taxable items.
Estimate
Estimate Date
Estimate ID
10/2/2024
CHANDLER
Valid Through: 11/1/2024
dba AWP Safety 2533 W Holly St.
Phoenix, AZ 85009
602-431-0911
Fax 602-272-2827
Trafficade Service LLC
Job Location:
Alma School Rd & Erie St
CHANDLER
Estimated Days: 1
Estimate Created By: Vincent Graeber
Job Name: WA2203.401
Email: agoode@achen.com
Abi Goode
2195 W. CHANDLER BLVD #200
CHANDLER, AZ 85224
Fax: 480-940-4576
ACHEN GARDNER CONSTRUCTION
LLC
Phone: 602-377-4593
Scope:
Bid quantities for info only, contractor will be billed for actual quantities performed.
Cancellation will be charged if not cancelled 2 hours before start time.
If Contractor or Sub removes and resets items, they are responsible for replacing the material
damaged.
All setups include mobilization and demobilization, prices may vary and will be determined by
scope of work/ work zone, and County or City entities that may have traffic control stipulations.
Pricing is based on regular pay, 35 mph zone and footage as described work zone.
AWP Safety has the ability to revise quote once 100% completed specs and plans are released.
Estimate is based on 1 calendar Days.
Bond Rate is 1.25% but not included in the rate listed above.
Excluded:
Coring Concrete & Asphalt, Concrete Footing, Grading, and Survey for Signs.
Initials ______ Page 1 of 2
Page 20 of 74
Company
Accepted By:
Date
Date
Signature
Trafficade Service LLC
Print Name
Title
Visit Our Website at www.awpsafety.com
10/2/2024
Vincent Graeber
Excluded:
ANY permits, Concrete Barrier, Fencing, Impact Trucks, Attenuators, Specialty signs.
Night work or any type of lights, Weekends or Holidays. (Operation Hours 7am-5pm)
Prevailing wage.
ADA Compliance.
Message Boards
The estimated labor cost does not include any standby OR certified flaggers.
Page 2 of 2
Estimate For: ACHEN GARDNER CONSTRUCTION LLC - Quote ID: CHANDLER (cont.)
Page 21 of 74
Achen-Gardner Construction, LLC
Page
1
4134100-1 90% COC WTR MAIN RELOCATE GMP ESTIMATE
12/11/2024 14:29
*** Paul Ekstrom
Analyze Quotes
Folder:
AGGREGATES
AGGREGATES
Vendor Code:
AGCCOMPOSI AFFINITYMA BUESINGCOR
Vendor Name:
AGC COMPOS Affinity Materi Buesing Corp
Vendor Phone:
602-558-7621
602-233-3339
Resourc Description
Quantity Unit
Plug Price
UP
UP
UP
2AGAB ABC MAG
18,841.15 TN
20.000
20.000
23.000
24.650
2AGBE
SAND
1,085.70 TN
25.000
25.000
30.000
25.350
Totals:
403,965.44 403,965.45
465,917.39
491,956.83
Difference From Plug:
0.01
61,951.95
87,991.39
Total Minority:
Note:
A 'P' beside a price indicates a plug price.
Bold indicates that the vendor is selected.
Page 22 of 74
Quotation
Date
11/14/2024
Quote #
8213
Customer:
Achen Gardner Construction
2195 W. Chandler Blvd. Suite 200
Chandler, AZ 85224
480-940-1300
Project:
City of Chandler Water Main Replacement
N Of Chandler Blvd, S of Galveston,
W of Hartford St, E Of Arrowhead Dr
Chandler, AZ
Affinity Material Solutions, LLC
3317 S. Higley Road
Suite 114, PMB 472
Gilbert, AZ 85297
P.O. No.
Valid Until
3/31/2025
Prepared By
SW
Ship Via
Delivery
Truck Type
Bellies & Supers
Total
*Total dollar amount of quote is based on customer quantity requested. Final invoice is subject to
change based on actual quantity delivered. Affinity Material Solutions' drivers will attempt to drop
material where customer specifies, provided it does not interfere or endanger equipment and/or
personnel. Affinity Material Solutions will not be responsible for damage caused to concrete,
landscaping, or underground utilities due to customer designated drop locations. Invoices not paid
within our credit terms will be assessed a Finance Charge. Cancellations of orders must be made
no later than 4pm, the day before scheduled delivery, or a cancellation fee will be applied.
If you have any questions concerning
this quotation, please contact us at:
(602) 558-7621 or
sales@affinitymaterials.com
Thank you for your business!
(602) 558-7621
Sales@affinitymaterials.com
$25-$50/load fuel surcharge will be assessed for orders that are
less than three loads per day.
Taxable
Material
Description
UOM
Qty
Cost
Amount
MAG ABC Non Lime
Deliver in Bellies
TN
20,000
22.75
455,000.00
MAG ABC Non Lime
Deliver in Supers
TN
20,000
23.00
460,000.00
Concrete Sand
TN
1,000
30.00
30,000.00
Page 23 of 74
Achen-Gardner Construction, LLC
Page
4
4134100-1 90% COC WTR MAIN RELOCATE GMP ESTIMATE
12/11/2024 14:29
*** Paul Ekstrom
Analyze Quotes
Folder:
DUMPDIRT
DUMP DIRT
Vendor Code:
BUESINGCORP AGCCOMPOSI CANYONCOUN
Vendor Name:
Buesing Corp
AGC COMPOS Canyon Country
Vendor Phone:
602-233-3339
602-867-7777
Description
Quantity Unit
Plug Price
UP
UP
UP
DIRT DUMP FEE
1,446.78 LD
60.000
195.250
276.480
65.000
TRUCKING SUB SUPER 16
2,923.56 HR
135.000
9.235
1.000
138.125
Totals:
481,487.40
309,482.87
402,929.29
497,857.42
Difference From Plug:
-172,004.53
-78,558.11
16,370.02
Total Minority:
Note:
A 'P' beside a price indicates a plug price.
Bold indicates that the vendor is selected.
Page 24 of 74
BUESING CORP.
Highway / Heavy Construction
AZ Lic. # A-ROC200645
Date: 11/27/2024
To: Achen Gardner Construction
Attn: Paul Ekstrom
Phone:
Fax:
Bid Date:
November 27, 2025
Project No:
Project:
City Of Chandler Water Main
Location:
Various Locations
City:
Chandler, Az
We are pleased to submit the following cost estimate:
Pricing Good Through 02/28/2026 (See Standard Provisions)
QUANTITY
UNIT
DESCRIPTION
PRICE / UNIT
TOTAL
20,000
TON
NON LIMED MAG ABC DELIVERED IN SUPERS
24.65
$
493,000.00
$
1,000
TON
SAND DELIVERED IN SUPERS
25.35
$
2,535.00
$
1,500
LD
EXPORT DIRT HAUL IN SUPERS
210.30
$
315,450.00
$
1,500
LD
EXPORT DIRT HAUL IN BELLIES
195.25
$
292,875.00
$
TON
ADD FOR AGGREGATE DELIVEREY EFFECTIVE 11/01/2025
125.00
$
Standard Provisions
SUFFICIENT QUANTIIES PER DELIVERY TO INSURE 4 HOUR MINIMUM PER TRUCK
Prices do not include weekend, holiday, off hour, or overtime shipments. Additional charges may apply if any of
these conditions occur. Unless otherwise stated, dirt haul prices exclude permits, loading, dust control & sweeping.
ALL PRICES ASSUME THAT BUESING CORP'S STANDARD INSURANCE IS ACCEPTABLE
ALL PRICING WILL BE HONORED THROUGH THE DATE SPECIFIED ABOVE
PROVIDED THAT WE RECEIVE A P.O., P.A., OR LETTER OF INTENT WITHIN 30 DAYS . If
JOB AWARD IS LONGER THAN 30 DAYS PLEASE NOTIFY US WITHIN THE 30 DAYS ,
AND WE WILL NEGOTIATE WITH MATERIAL SUPPLIERS TO ALLOW THE PRICE TO BE HONORED
Special Provisions
PRICING IS FOR DELIVERY WITHIN THE BOUNDARIES OF NORTH OF CHANDLER BLVD - SOUTH OF
GALVESTON - WEST OF HARTFORD STREET - EAST OF ARROWHEAD DRIVE
AGGREGATE PRICING INCLUDES AN ALLOWANCE OF 7 MINUTES PER LOAD FOR SUPERS TO GET FROM THE
PROJECT ENTRANCE TO THE DUMPSITE, UNLOAD, & GET BACK TO THE PROJECT ENTRANCE.
EXPORT DIRT HAUL PRICNG INCLUDES AN ALLOWANCE OF 8 MINUTES PER LOAD FOR BELLIES OR SUPERS TO GET FROM
THE ENTRANCE TO THE STOCKPILE TO THE LOADSITE, GET LOADED BY CONTRACTOR'S EQUIPMENT, & GET BACK TO
THE STOCKPILE ENTRANCE.
BUESING WILL MAKE EVERY REASONABLE EFFORT TO HONOR THIS QUOTE & MEET CUSTOMER PRODUCTION EXPECTIONS.
HOWEVER, MATERIAL & TRUCK AVAILABILITY ARE BEYOND OUR CONTROL. ACCEPTANCE OF THIS QUOTE SHALL NOT
SERVE AS A GUARANTEE THAT MATERIALS AND/OR TRUCKS WILL BE AVAILABLE WHEN REQUESTED.
Company Name:
Date: .
and GOOD LUCK !!!
Respectfully Submitted: Cecil Wallace
3045 S 7th Street
Phoenix, Arizona 85040
(602) 845-3133
Cell: (602) 799-5702
Payment due on or before the 25th day of the month for work completed or materials delivered in the month prior. No retention withheld.
"Simply the Best"
-
Achen Gardner Construction
Authorized Person's Signature:_________________________________________________
If These Terms And Conditions Are Acceptable Please Sign This Form And Fax It Back To The Number Below
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified, provided there is an understanding between
parties that the prime and / or subcontractor must receive an official award. If an official award, contract or subcontract is not consummated this proposal shall become null and void.
Page 25 of 74
Achen-Gardner Construction, LLC
Page
5
4134100-1 90% COC WTR MAIN RELOCATE GMP ESTIMATE
12/11/2024 14:29
*** Paul Ekstrom
Analyze Quotes
Folder:
PIPEPK
PIPE PACAKGE
Vendor Code:
AGCCOMPO FERGUSON FORTILINE
Vendor Name:
AGC COMPO Ferguson Wa Fortiline Wate
Vendor Phone:
602-495-8420 623-404-2288
Bid
Activit Resour Description
Quantity Unit Plug Pric
UP
UP
UP
240
270030 2PIPK
DEMO & SALVAGE WAT
2.00 EA
367.250
250.000
438.260
500.000
321
270030 2PIPK
BACKFLOW PREVENTO
EA
1,700.000 1,700.000
1,700.000 P
322
270030 2PIPK
BACKFLOW PREVENTO
EA
1,800.000 1,800.000
323
270030 2PIPK
BACKFLOW PREVENTO
EA
2,000.000 2,000.000
324
270030 2PIPK
BACKFLOW PREVENTO
EA
2,200.000 2,200.000
325
270030 2PIPK
INSTALL NEW 4" WATE
1.00 EA
3,672.500 2,500.000
6,205.340
3,672.500 P
326
270030 2PIPK
BACKFLOW PREVENTO
2.00 EA
3,672.500 2,500.000
3,185.000
3,416.500
327
270030 2PIPK
BACKFLOW PREVENTO
1.00 EA
4,407.000 3,000.000
4,777.500
8,974.050
350
270030 2PIPK
3/4" & 1" COPPER SERVI
140.00 EA
440.700
300.000
938.860
899.590
360
270030 2PIPK
3/4" & 1" COPPER SERVI
144.00 EA
440.700
300.000
938.860
899.590
370
270030 2PIPK
1.5" & 2" COPPER SERVI
9.00 EA
734.500
500.000
1,932.000
1,817.420
380
270030 2PIPK
1.5" & 2" COPPER SERVI
8.00 EA
734.500
500.000
1,932.000
1,817.420
420
270030 2PIPK
4" DIP CLASS 350
100.00 LF
36.725
25.000
74.180
68.090
430
270030 2PIPK
6" DIP CLASS 350
1,520.00 LF
44.070
30.000
66.430
75.180
440
270030 2PIPK
8" DIP CLASS 350
18,960.00 LF
58.760
40.000
47.790
43.130
450
270030 2PIPK
12" DIP CLASS 350
600.00 LF
73.450
50.000
64.990
82.160
460
270030 2PIPK
16" DIP CLASS 350
600.00 LF
88.140
60.000
139.640
147.270
480
270034 2MIPIP CUT & CAP EXISTING PI
88.00 EA
438.260
500.000
500
270030 2PIPK
FIRE HYDRANT (COMPL
46.00 EA
5,288.400 3,600.000
6,315.380
5,412.310
510
270030 2PIPK
FIRE RISER (COMPLETE
1.00 EA
7,345.000 5,000.000
1,100.000
1,002.370
520
270030 2PIPK
6" GATE VALVE
22.00 EA
587.600
400.000
2,140.120
1,707.320
530
270030 2PIPK
8" GATE VALVE
85.00 EA
881.400
600.000
2,391.980
1,763.980
540
270030 2PIPK
12" GATE VALVE
4.00 EA
1,762.800 1,200.000
3,906.320
3,143.730
550
270030 2PIPK
16" GATE VALVE
6.00 EA
2,350.400 1,600.000
10,111.360
8,804.100
580
270030 2PIPK
COMBONATION AIR/VA
3.00 EA
7,345.000 5,000.000
3,622.460
2,721.730
8300
270030 2PIPK
VERTICAL REALIGNME
44.50 EA
1.000
1,423.020
% Adjustment:
580,153.00
$ Adjustment:
-123,158.00
Total Adjustments:
580,153.00
-123,158.00
Totals:
1,817,153.00
1,817,153.00
1,999,600.22
2,001,701.72
Difference From Plug:
182,447.22
184,548.72
Total Minority:
Note:
A 'P' beside a price indicates a plug price.
Bold indicates that the vendor is selected.
Page 26 of 74
1324 S 3RD ST SUITE 140
PHOENIX, AZ 85004-2725
Phone:602-495-8420
Fax:602-262-4276
LOCATION: ARIZONAWW
WAREHOUSE: 3083
ARROWHEAD NEIGHBORHOOD
Bid Date:
11/26/2024
Bid Time:
4:00PM
Addendum:
CHANDLER, AZ
Job Location:
Estimate Number:
Job Notes:
* Due to copper being a commodity, quote is subject to reprice at time of shipment.
* Due to the current state of the economy lead times are unpredictable and longer than usual, please see your salesman
during time of award for lead time.
* DIP pipe maybe subject to repricing at the time of shipping, due to market volatility.
* Pipe is restrained per profile.
* Depths for valves need to be field verified.
11/26/2024
Page 1 of 10
Page 27 of 74
ARROWHEAD NEIGHBORHOOD
BIDTRACER MASTER BID
ACCOUNT
ARV
UM
Qty
Bid Price
Ext Price
Description / Comments
8 X 2 Iron Pipe DBL STRP Bronze Saddle DI/AC
EA
3
$205.56
$616.68
Lead Law Compliant 2 MIP X CTS PJ BALL Corp
EA
3
$330.12
$990.36
2 Wrot Copper X Copper 90 Elbow 2-1/8 OD
EA
6
$41.36
$248.16
Lead Law Compliant 2 CTS Comp X FIP BALL CURB LW
EA
3
$381.48
$1,144.44
Lead Law Compliant 2 X 6 Brass Nipple GBL
EA
3
$36.20
$108.60
2 Combination Air RELEASE Valve
EA
3
$691.84
$2,075.52
2XCLOSE PVC Schedule 80 Nipple
EA
3
$5.80
$17.40
#4 Concentric Meter Box
EA
6
$124.57
$747.42
#4 PLYMR MTR BX CVR CHANDLER / EL MIRAGE
EA
3
$177.93
$533.79
2 Cast Iron PVC X 2 Cast Iron PVC Coupling
EA
3
$6.72
$20.16
2 CPVC Schedule 80 Slip X Slip 90 Elbow
EA
9
$28.07
$252.63
ML 2 AIR VAC BUG SCRN 10 MESH
EA
3
$42.42
$127.26
3/4 - 1 PWDR Coating Metal Enclosure
EA
3
$405.33
$1,215.99
2X20 K Hard Copper TUBE
C
100
$2,494.96
$2,494.96
2 X 20 FT PVC Schedule 80 Plain End Pipe
C
100
$274.00
$274.00
ARV:
$10,867.37
11/26/2024
Page 2 of 10
Page 28 of 74
ARROWHEAD NEIGHBORHOOD
440007
4" BACKFLOW
UM
Qty
Bid Price
Ext Price
Description / Comments
Lead Law Compliant 4 Reduced Pressure Zone Backflow Preventer With
Outside Stem & Yoke GATE Valve
EA
1
$3,908.30
$3,908.30
4X5'0 Flange X Flange Cement Lined Bituminous Tar Ductile Iron Spool
EA
2
$776.78
$1,553.56
! 4 150# A307B Flange Bolt Kit & N
EA
6
$7.16
$42.96
4 STAR TITE SBR NSF61 FF GSKT
EA
6
$13.98
$83.88
4 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
2
$29.97
$59.94
4 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
2
$26.86
$53.72
4 Ductile Iron 125# C110 Flange 90 BEND
EA
2
$148.23
$296.46
4 Mechanical Joint X Flange C153 90 BEND Less Accessories
EA
2
$92.11
$184.22
Pipe Support With 1 Riser & Saddle Mount
EA
2
$93.54
$187.08
4" BACKFLOW:
$6,370.12
4" METER VAULT
UM
Qty
Bid Price
Ext Price
Description / Comments
4 Flanged Resilient Wedge Ductile Iron Outside Screw & Yoke Open Left
GATE Valve
EA
2
$1,018.03
$2,036.06
4X1'0 Flange X Flange Cement Lined Bituminous Tar Ductile Iron Spool
EA
3
$412.10
$1,236.30
4X5'0 Flange X PE Cement Lined Bituminous Tar Ductile Iron Spool
EA
1
$612.30
$612.30
4 X 12 Mechanical Joint C153 Long Sleeve Less Accessories
EA
2
$71.37
$142.74
4 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
4
$29.97
$119.88
4 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
4
$26.86
$107.44
4 X 2 Iron Pipe DBL STRP Bronze Saddle F/AC
EA
2
$156.19
$312.38
Lead Law Compliant 2 FIP X FIP BALL CURB ST LW
EA
2
$338.25
$676.50
Lead Law Compliant 2XCLOSE Brass Nipple GBL
EA
2
$16.12
$32.24
2 Wrot C X M Adapter
EA
4
$45.67
$182.68
2X20 K Hard Copper TUBE
C
20
$2,494.96
$498.99
2 Wrot Copper X Copper 90 Elbow 2-1/8 OD
EA
2
$41.36
$82.72
Lead Law Compliant 2 Brass 125# Threaded Swing Check Valve
EA
1
$80.55
$80.55
! 4 150# A307B Flange Bolt Kit & N
EA
4
$7.16
$28.64
4 STAR TITE SBR NSF61 FF GSKT
EA
4
$13.98
$55.92
4" METER VAULT:
$6,205.34
440007:
$12,575.46
6100600
CUT & PLUG
UM
Qty
Bid Price
Ext Price
Description / Comments
6 WIDERANGE Coupling With 2 IPT Tap on Pipe 6.25-7.45
EA
35
$354.14
$12,394.90
8 WIDERANGE Coupling With 2 IPT Tap on Pipe 8.40-9.79
EA
51
$483.40
$24,653.40
12 WIDERANGE Coupling 2 IPT Tap on Pipe 12.75-14.38
EA
2
$759.29
$1,518.58
CUT & PLUG:
$38,566.88
6100600:
$38,566.88
11/26/2024
Page 3 of 10
Page 29 of 74
ARROWHEAD NEIGHBORHOOD
610131
1" SERVICE
UM
Qty
Bid Price
Ext Price
Description / Comments
8 X 1 Iron Pipe DBL STRP Bronze Saddle DI/AC
EA
265
$179.36
$47,530.40
12 X 1 Iron Pipe DBL STRP Bronze Saddle DI/AC
EA
4
$260.05
$1,040.20
16 X 1 Iron Pipe DBL STRP Bronze Saddle Ductile Iron
EA
7
$445.76
$3,120.32
6 X 1 Iron Pipe DBL STRP Bronze Saddle DI/AC
EA
5
$144.93
$724.65
1X100 K SOFT Copper TUBE
C
7,300
$1,152.32
$84,119.36
Lead Law Compliant 1 MIP X CTS PJ BALL Corp ST
EA
281
$89.06
$25,025.86
Lead Law Compliant 1 CTS X Meter Angle Ball Valve
EA
281
$159.41
$44,794.21
#2 Concentric Meter Box
EA
281
$86.54
$24,317.74
#2 PLYMR MTR BX CVR CHANDLER / EL MIRAGE
EA
281
$117.96
$33,146.76
1" SERVICE:
$263,819.50
1-1/2" SERVICE
UM
Qty
Bid Price
Ext Price
Description / Comments
8 X 1-1/2 Iron Pipe DBL STRP Bronze Saddle DI/AC
EA
9
$188.84
$1,699.56
Lead Law Compliant 1-1/2 MIP X FIP BALL Corp
EA
9
$193.10
$1,737.90
1-1/2 Wrot C X M Adapter
EA
18
$26.99
$485.82
1-1/2 Wrot Copper X Copper 45 Elbow 1-5/8 OD
EA
9
$22.99
$206.91
1-1/2 Wrot Copper X Copper 90 Elbow 1-5/8 OD
EA
9
$22.72
$204.48
Lead Law Compliant 1-1/2 FIP X Meter FLG Angle Ball Valve LW
EA
9
$316.03
$2,844.27
#4 Concentric Meter Box
EA
9
$124.57
$1,121.13
#4 PLYMR MTR BX CVR CHANDLER / EL MIRAGE
EA
9
$177.93
$1,601.37
1-1/2X20 K Hard Copper TUBE
C
260
$1,694.16
$4,404.82
1-1/2" SERVICE:
$14,306.26
2" SERVICE
UM
Qty
Bid Price
Ext Price
Description / Comments
8 X 2 Iron Pipe DBL STRP Bronze Saddle DI/AC
EA
6
$205.56
$1,233.36
Lead Law Compliant 2 MIP X FIP BALL Corp
EA
6
$312.37
$1,874.22
2 Wrot C X M Adapter
EA
12
$45.67
$548.04
2 Wrot Copper X Copper 45 Elbow 2-1/8 OD
EA
6
$38.41
$230.46
2 Wrot Copper X Copper 90 Elbow 2-1/8 OD
EA
6
$41.36
$248.16
Lead Law Compliant 2 FIP X Meter FLG Angle Ball Valve LW
EA
6
$372.92
$2,237.52
#4 Concentric Meter Box
EA
6
$124.57
$747.42
#4 PLYMR MTR BX CVR CHANDLER / EL MIRAGE
EA
6
$177.93
$1,067.58
2X20 K Hard Copper TUBE
C
260
$2,494.96
$6,486.90
2" SERVICE:
$14,673.66
610131:
$292,799.42
610140
PRIVATE SIDE
UM
Qty
Bid Price
Ext Price
Description / Comments
1 X 20 PVC Schedule 40 BE Pipe
C
300
$113.87
$341.61
PRIVATE SIDE:
$341.61
610140:
$341.61
11/26/2024
Page 4 of 10
Page 30 of 74
ARROWHEAD NEIGHBORHOOD
610304
8" DIP
UM
Qty
Bid Price
Ext Price
Description / Comments
8 CL350 Cement Lined Ductile Iron FASTITE Pipe
FT
18,960
$35.03
$664,168.80
20X308 POLYWRAP PERF 3 - 8 Dip
FT
20,020
$0.66
$13,213.20
2 X 100 10 MIL Pipe WRAP Tape
EA
200
$8.14
$1,628.00
14GA 500 FT Irrigation Underground Feeder WIRE Blue
M
22,500
$216.31
$4,866.98
3 X 1000 Underground Detectable Water Blue
EA
25
$76.50
$1,912.50
8 SBR AMARILLO FAST GRIP Gasket
EA
608
$175.63
$106,783.04
8 Mechanical Joint C153 11-1/4 BEND Less Accessories
EA
6
$137.86
$827.16
8 Mechanical Joint C153 22-1/2 BEND Less Accessories
EA
4
$151.89
$607.56
6 Mechanical Joint C153 22-1/2 BEND Less Accessories
EA
1
$96.99
$96.99
8 Mechanical Joint C153 45 BEND Less Accessories
EA
177
$155.55
$27,532.35
8 Mechanical Joint C153 90 BEND Less Accessories
EA
9
$190.32
$1,712.88
8 Ductile Iron 125# C110 Flange Tee
EA
23
$558.76
$12,851.48
8 Ductile Iron 125# C110 Flange Cross
EA
6
$684.42
$4,106.52
8 Mechanical Joint C153 Solid Cap Less Accessories
EA
9
$87.84
$790.56
8 Mechanical Joint X Flange C153 Adapter Less Accessories
EA
26
$158.60
$4,123.60
8 X 6 Mechanical Joint X Flange C153 Tee Less Accessories
EA
14
$262.91
$3,680.74
8 Mechanical Joint X Flange C153 Tee Less Accessories
EA
11
$335.50
$3,690.50
8 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
479
$52.97
$25,372.63
8 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
479
$36.56
$17,512.24
8 Flat Face 1/8 TORUSEAL NSF61 Flange Gasket
EA
26
$24.07
$625.82
6 - 8 150# A307B FLG BLT KIT
EA
26
$17.27
$449.02
8 POWERMAX WIDERANGE Coupling 8.40-9.79
EA
24
$396.76
$9,522.24
8" DIP:
$906,074.81
16" DIP
UM
Qty
Bid Price
Ext Price
Description / Comments
16 CL350 Cement Lined Ductile Iron FASTITE Pipe
FT
600
$86.87
$52,122.00
34X308 POLYWRAP PERF 14 - 16 Dip
FT
1,540
$1.12
$1,724.80
2 X 100 10 MIL Pipe WRAP Tape
EA
15
$8.14
$122.10
16 X 8 Ductile Iron 125# C110 Flange Tee
EA
2
$1,708.61
$3,417.22
16 Ductile Iron 125# C110 Flange Tee
EA
1
$1,948.95
$1,948.95
16 X 12 Ductile Iron 125# C110 Flange Tee
EA
1
$1,910.52
$1,910.52
16 Mechanical Joint X Flange C153 Adapter Less Accessories
EA
4
$397.48
$1,589.92
16 Mechanical Joint C153 45 BEND Less Accessories
EA
2
$408.88
$817.76
16 Flat Face 1/8 TORUSEAL NSF61 Flange Gasket
EA
4
$62.42
$249.68
16 150# A307B Flange Bolt Kit
EA
4
$85.73
$342.92
16 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
6
$216.70
$1,300.20
16 SBR AMARILLO FAST GRIP GSKT
EA
30
$591.46
$17,743.80
16 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
6
$81.87
$491.22
16" DIP:
$83,781.09
12" DIP
UM
Qty
Bid Price
Ext Price
Description / Comments
12 CL350 Cement Lined Ductile Iron FASTITE Pipe
FT
600
$48.25
$28,950.00
12 SBR AMARILLO FAST GRIP GASKET
EA
18
$255.07
$4,591.26
11/26/2024
Page 5 of 10
Page 31 of 74
ARROWHEAD NEIGHBORHOOD
12 Mechanical Joint C153 90 BEND Less Accessories
EA
3
$405.65
$1,216.95
12 X 8 Ductile Iron 125# C110 Flange Tee
EA
1
$1,025.41
$1,025.41
12 X 6 Mechanical Joint X Flange C153 Tee Less Accessories
EA
1
$503.25
$503.25
12 Mechanical Joint C153 Solid Cap Less Accessories
EA
1
$164.09
$164.09
12 X 8 Mechanical Joint C153 Reducer Less Accessories
EA
1
$192.15
$192.15
12 WIDERANGE Coupling 12.75-14.38
EA
1
$596.98
$596.98
8 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
1
$52.97
$52.97
8 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
1
$36.56
$36.56
12 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
10
$51.83
$518.30
12 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
10
$114.39
$1,143.90
12" DIP:
$38,991.82
4" DIP
UM
Qty
Bid Price
Ext Price
Description / Comments
4 CL350 Cement Lined Ductile Iron FASTITE Pipe
FT
60
$38.91
$2,334.60
4 Mechanical Joint C153 45 BEND Less Accessories
EA
2
$67.10
$134.20
4 POWERMAX WIDERANGE Coupling 4.20-5.33
EA
5
$195.53
$977.65
4 Mechanical Joint C153 90 BEND Less Accessories
EA
4
$80.52
$322.08
4 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
12
$29.97
$359.64
4 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
12
$26.86
$322.32
4" DIP:
$4,450.49
6" DIP
UM
Qty
Bid Price
Ext Price
Description / Comments
6 CL350 Cement Lined Ductile Iron FASTITE Pipe
FT
520
$26.60
$13,832.00
6 SBR AMARILLO FAST GRIP Gasket
EA
26
$129.69
$3,371.94
6 Mechanical Joint C153 45 BEND Less Accessories
EA
25
$106.75
$2,668.75
6 Mechanical Joint C153 90 BEND Less Accessories
EA
12
$131.76
$1,581.12
6 Ductile Iron 125# C110 Flange Tee
EA
3
$335.50
$1,006.50
6 Mechanical Joint X Flange C153 Adapter Less Accessories
EA
6
$105.53
$633.18
6 X 4 Mechanical Joint C153 Reducer Less Accessories
EA
5
$76.86
$384.30
6 POWERMAX WIDERANGE Coupling 6.25-7.45
EA
17
$278.01
$4,726.17
6 Flat Face 1/8 TORUSEAL NSF61 Flange Gasket
EA
6
$16.67
$100.02
6 - 8 150# A307B FLG BLT KIT
EA
6
$17.27
$103.62
6 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
85
$35.25
$2,996.25
6 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
85
$33.62
$2,857.70
4 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
5
$29.97
$149.85
4 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
5
$26.86
$134.30
6" DIP:
$34,545.70
610304:
$1,067,843.91
11/26/2024
Page 6 of 10
Page 32 of 74
ARROWHEAD NEIGHBORHOOD
610800
FIRE HYDRANT
UM
Qty
Bid Price
Ext Price
Description / Comments
8 X 6 Ductile Iron 125# C110 Flange Tee
EA
4
$482.51
$1,930.04
16 X 6 Ductile Iron 125# C110 Flange Tee
EA
1
$1,767.17
$1,767.17
6 Mechanical Joint C153 45 BEND Less Accessories
EA
20
$106.75
$2,135.00
16 Mechanical Joint X Flange C153 Adapter With Accessories
EA
1
$247.38
$247.38
8 Mechanical Joint X Flange C153 Adapter Less Accessories
EA
4
$158.60
$634.40
8 X 6 Mechanical Joint X Flange C153 Tee Less Accessories
EA
37
$262.91
$9,727.67
12 X 6 Mechanical Joint X Flange C153 Tee Less Accessories
EA
1
$503.25
$503.25
8 X 6 Mechanical Joint C153 Reducer Less Accessories
EA
2
$111.63
$223.26
6 Flanged X Mechanical Joint Resilient Wedge Open Left GATE Valve Less
Accessories
EA
43
$996.70
$42,858.10
6 Mechanical Joint Resilient Wedge Ductile Iron Open Left GATE Valve
Less Accessories
EA
2
$996.70
$1,993.40
24 Slip Valve Box BOT SECT
EA
45
$62.40
$2,808.00
36 Slip Valve Box BOT SECT
EA
45
$88.61
$3,987.45
16 Slip Valve Box TOP SECT
EA
45
$53.67
$2,415.15
5-1/4 VLV BX LID WTR W/ 4 SKT CL35
EA
45
$67.49
$3,037.05
5-1/4 BL DEBRIS Cap
EA
45
$91.25
$4,106.25
6 CL350 Cement Lined Ductile Iron FASTITE Pipe
FT
1,260
$26.60
$33,516.00
20X308 POLYWRAP PERF 3 - 8 Dip
FT
1,232
$0.66
$813.12
2 X 100 10 MIL Pipe WRAP Tape
EA
10
$8.14
$81.40
5-1/4 VO WB67 Hydrant 4'6 Mechanical Joint Open Left Less Accessories
NST
EA
45
$3,085.18
$138,833.10
6 SBR AMARILLO FAST GRIP Gasket
EA
18
$129.69
$2,334.42
6 - 8 150# A307B FLG BLT KIT
EA
43
$17.27
$742.61
6 Flat Face 1/8 TORUSEAL NSF61 Flange Gasket
EA
43
$16.67
$716.81
6 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
132
$35.25
$4,653.00
6 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
132
$33.62
$4,437.84
8 Flat Face 1/8 TORUSEAL NSF61 Flange Gasket
EA
4
$24.07
$96.28
6 - 8 150# A307B FLG BLT KIT
EA
4
$17.27
$69.08
8 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
43
$52.97
$2,277.71
8 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
43
$36.56
$1,572.08
12 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
2
$114.39
$228.78
12 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
2
$51.83
$103.66
16 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
1
$81.87
$81.87
16 Flat Face 1/8 TORUSEAL NSF61 Flange Gasket
EA
1
$62.42
$62.42
16 150# A307B Flange Bolt Kit
EA
1
$85.73
$85.73
16 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
1
$216.70
$216.70
SM DIRT Ring PHX
EA
45
$64.11
$2,884.95
6 FT Valve STEM Extension
EA
45
$266.91
$12,010.95
FIRE HYDRANT:
$284,192.08
610800:
$284,192.08
11/26/2024
Page 7 of 10
Page 33 of 74
ARROWHEAD NEIGHBORHOOD
630306
8" GATE VALVE
UM
Qty
Bid Price
Ext Price
Description / Comments
8 Mechanical Joint Resilient Wedge Ductile Iron Open Left GATE Valve
Less Accessories
EA
2
$1,585.98
$3,171.96
8 Flanged X Mechanical Joint Resilient Wedge Open Left GATE Valve Less
Accessories
EA
90
$1,557.02
$140,131.80
24 Slip Valve Box BOT SECT
EA
130
$62.40
$8,112.00
36 Slip Valve Box BOT SECT
EA
92
$88.61
$8,152.12
5-1/4 VLV BX LID WTR W/ 4 SKT CL35
EA
92
$67.49
$6,209.08
16 Slip Valve Box TOP SECT
EA
92
$53.67
$4,937.64
5-1/4 BL DEBRIS Cap
EA
92
$91.25
$8,395.00
6 - 8 150# A307B FLG BLT KIT
EA
90
$17.27
$1,554.30
8 Flat Face 1/8 TORUSEAL NSF61 Flange Gasket
EA
90
$24.07
$2,166.30
8 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
92
$52.97
$4,873.24
8 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
92
$36.56
$3,363.52
5 FT Valve STEM Extension
EA
47
$243.93
$11,464.71
6 FT Valve STEM Extension
EA
30
$266.91
$8,007.30
8 FT Valve STEM Extension
EA
8
$348.22
$2,785.76
SM DIRT Ring PHX
EA
85
$64.11
$5,449.35
8" GATE VALVE:
$218,774.08
12" GATE VALVE
UM
Qty
Bid Price
Ext Price
Description / Comments
12 Flanged X Mechanical Joint Resilient Wedge Open Left GATE Valve
Less Accessories
EA
4
$2,986.53
$11,946.12
SM DIRT Ring PHX
EA
4
$64.11
$256.44
24 Slip Valve Box BOT SECT
EA
4
$62.40
$249.60
36 Slip Valve Box BOT SECT
EA
4
$88.61
$354.44
16 Slip Valve Box TOP SECT
EA
4
$53.67
$214.68
5-1/4 VLV BX LID WTR W/ 4 SKT CL35
EA
4
$67.49
$269.96
5-1/4 BL DEBRIS Cap
EA
4
$91.25
$365.00
6 FT Valve STEM Extension
EA
4
$266.91
$1,067.64
12 Flat Face 1/8 TORUSEAL NSF61 Flange Gasket
EA
4
$30.91
$123.64
10-12 Zinc 150# A307B Flange Bolt Kit
EA
4
$28.22
$112.88
12 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
4
$114.39
$457.56
12 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
4
$51.83
$207.32
12" GATE VALVE:
$15,625.28
16" GATE VALVE
UM
Qty
Bid Price
Ext Price
Description / Comments
16 Flanged X Mechanical Joint Resilient Wedge Open Left GATE Valve
Less Accessories
EA
6
$8,888.89
$53,333.34
8 FT Valve STEM Extension
EA
6
$348.22
$2,089.32
SM DIRT Ring PHX
EA
6
$64.11
$384.66
24 Slip Valve Box BOT SECT
EA
6
$62.40
$374.40
36 Slip Valve Box BOT SECT
EA
6
$88.61
$531.66
16 Slip Valve Box TOP SECT
EA
6
$53.67
$322.02
5-1/4 VLV BX LID WTR W/ 4 SKT CL35
EA
6
$67.49
$404.94
11/26/2024
Page 8 of 10
Page 34 of 74
ARROWHEAD NEIGHBORHOOD
5-1/4 BL DEBRIS Cap
EA
6
$91.25
$547.50
16 Flat Face 1/8 TORUSEAL NSF61 Flange Gasket
EA
6
$62.42
$374.52
16 150# A307B Flange Bolt Kit
EA
6
$85.73
$514.38
16 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
6
$216.70
$1,300.20
16 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
6
$81.87
$491.22
16" GATE VALVE:
$60,668.16
6" GATE VALVE
UM
Qty
Bid Price
Ext Price
Description / Comments
6 Mechanical Joint Resilient Wedge Ductile Iron Open Left GATE Valve
Less Accessories
EA
3
$996.70
$2,990.10
6 Flanged X Mechanical Joint Resilient Wedge Open Left GATE Valve Less
Accessories
EA
22
$996.70
$21,927.40
24 Slip Valve Box BOT SECT
EA
50
$62.40
$3,120.00
36 Slip Valve Box BOT SECT
EA
25
$88.61
$2,215.25
16 Slip Valve Box TOP SECT
EA
25
$53.67
$1,341.75
5-1/4 VLV BX LID WTR W/ 4 SKT CL35
EA
25
$67.49
$1,687.25
5-1/4 BL DEBRIS Cap
EA
25
$91.25
$2,281.25
6 Flat Face 1/8 TORUSEAL NSF61 Flange Gasket
EA
22
$16.67
$366.74
6 - 8 150# A307B FLG BLT KIT
EA
22
$17.27
$379.94
6 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
28
$35.25
$987.00
6 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
28
$33.62
$941.36
6 FT Valve STEM Extension
EA
18
$266.91
$4,804.38
8 FT Valve STEM Extension
EA
7
$348.22
$2,437.54
SM DIRT Ring PHX
EA
25
$64.11
$1,602.75
6" GATE VALVE:
$47,082.71
630306:
$342,150.23
630401
TAP SLEEVE
UM
Qty
Bid Price
Ext Price
Description / Comments
16X8 ALL SS TAPN SLV 17.20 -17.60
EA
1
$2,354.10
$2,354.10
8 Flanged X Mechanical Joint Resilient Wedge Open Left GATE Valve Less
Accessories
EA
1
$1,557.02
$1,557.02
36 Slip Valve Box BOT SECT
EA
1
$88.61
$88.61
16 Slip Valve Box TOP SECT
EA
1
$53.67
$53.67
5-1/4 VLV BX LID WTR W/ 4 SKT CL35
EA
1
$67.49
$67.49
5-1/4 BL DEBRIS Cap
EA
1
$91.25
$91.25
8 Ductile Iron Mechanical Joint Wedge Restraint Gland *ONELOK
EA
1
$52.97
$52.97
8 Mechanical Joint C153 Bolt Gasket Pack Less GLAND
EA
1
$36.56
$36.56
5 FT Valve STEM Extension
EA
1
$243.93
$243.93
SM DIRT Ring PHX
EA
1
$64.11
$64.11
6 FT Valve STEM Extension
EA
1
$266.91
$266.91
6 - 8 150# A307B FLG BLT KIT
EA
1
$17.27
$17.27
8 Flat Face 1/8 TORUSEAL NSF61 Flange Gasket
EA
1
$24.07
$24.07
TAP SLEEVE:
$4,917.96
630401:
$4,917.96
11/26/2024
Page 9 of 10
Page 35 of 74
ARROWHEAD NEIGHBORHOOD
Net Total: $2,054,254.92
Grand Total: $2,054,254.92
Tax Excluded
Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours). SHIPMENTS BEYOND 48
HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. Seller not
responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon Local,
State and Federal laws governing type of products that can be sold or put into commerce. This Quote is offered contingent
upon the Buyer's acceptance of Seller's terms and conditions, which are incorporated by reference and found either following
this document, or on the web at http://wolseleyna.com/terms_conditionsSale.html. Govt Buyers: All items quoted are
open market unless noted otherwise.
ALL PRICES QUOTED FOR PVC ARE FOR ESTIMATION ONLY. PRICES QUOTED FOR PVC PRODUCTS WILL BE
VALID FOR 7 DAYS FROM THE DATE OF THIS QUOTATION WITH BUYER TO TAKE DELIVERY OF DIRECT
SHIPMENT FROM THE MANUFACTURER WITHIN 30 DAYS OF QUOTATION, AND ARE SUBJECT TO AVAILABILITY
OF PRODUCTS. ALL QUOTATIONS FOR PVC OUTSIDE OF THE STATED TERMS ARE SUBJECT TO REQUOTING.
THIS QUOTATION DOES NOT CONSTITUTE A BINDING AGREEMENT AND THE PRICING OFFERED SHALL BE
BINDING ONLY UPON ISSUANCE OF A PURCHASE ORDER BY BUYER AND ACCEPTANCE IN WRITING BY SELLER.
Any reference to or incorporation of Executive Order 14042 and/or the EO-implementing Federal clauses (FAR 52.223 -99
and/or DFARS 252.223-7999) is expressly rejected by Seller and shall not apply as Seller is a materials supplier and
therefore exempt under the Executive Order. Buyer shall accept delivery of products within 60 days of Seller receiving the
products at Seller’s warehouse. If Buyer causes or requests a delay in delivery of the products, Buyer may be subject to
storage fees and additional costs caused by such.
FEI Does not guarantee that this scope includes all materials needed to complete this project. This
scope of materials is our interpretation of the plans and specs and is intended for bidding purposes
only. All unit prices will prevail unless otherwise noted. Copper is a commodity and will be priced at
the time of ship. All pricing is based on 30/30 terms. All materials are rounded to full lengths or rolls
that the product will be sold in. All quantities and sizes of material is to be verified by the installer of
the material.
Job Terms:
11/26/2024
Page 10 of 10
Page 36 of 74
Achen-Gardner Construction, LLC
Page
6
4134100-1 90% COC WTR MAIN RELOCATE GMP ESTIMATE
12/11/2024 14:29
*** Paul Ekstrom
Analyze Quotes
Folder:
REBARMATL
REBAR MATERIAL
Vendor Code:
TYLERREINF CMCCONSTR
HARRISARIZO
Vendor Name:
Tyler Reinforci CMC Constructi Nucor Rebar
Vendor Phone:
602-321-4578
480-396-9200
602-254-0091
Resourc Description
Quantity Unit
Plug Price
UP
UP
UP
2REBA
REBAR
5,137.00 LB
1.500
3.290
Totals:
7,705.50
16,900.73
Difference From Plug:
9,195.23
-7,705.50
-7,705.50
Total Minority:
Note:
A 'P' beside a price indicates a plug price.
Bold indicates that the vendor is selected.
Page 37 of 74
Tyler Reinforcing LLC
PO Box 6520
(602) 269-5900
Proposal Date:
Phoenix, AZ 85005
This proposal is valid for
10 days from date shown above.
SECTION I- GENERAL INFORMATION
Proposal to:
Project Name:
Ref. No.:
Attn:
Drwgs Quoted:
Specs:
Addendums:
SECTION II- SCOPE OF WORK
>
SECTION III- PRICES
SUPPLY & INSTALL
Taxes are Excluded from prices shown.
Total Reinforcing Items=
SECTION IV- SPECIAL CONDITIONS, EXCLUSIONS AND/OR CLARIFICATIONS FOR THIS PROJECT
1 Prices are based on a Start Date of not later than
and shall remain valid through
. Any
rebar shipped AND/OR installed after that date will be subject to an increase of
/Ton every
2 months.
2 Prices based on
1
Truck Load(s) of Material to Jobsite. Additional Load(s)will be at
per Load.
Truck Loads are based on
lbs per Load. Reduction in Weight on Loads will be an Extra to Contract.
3 Proposal based on Prevailing Wages:
4 All rebar MUST ship at same time.
5
6
7
8 Above prices based on NO RETENTION for contracts of $50,000 or less.
Proposal No:
240893
11/27/2024
Lic No:
BID PROPOSAL
AZ ROC #296786
Bidding Contractors
Chandler Water Main Replacement
WA2203.401
Estimating Dept
Chandler Blvd and Alma School Rd
Chandler, AZ 85224
G3 - 5/2024
None
None
Concrete Deformed Reinforcing Steel Detailed, Furnished & Installed per ACI & CRSI Standards.
$16,896.00
Bid Item
Description
Qnty
Unit
Unit Price
Extended
1
Thruster Collars
32
EA
$528.00
$16,896.00
12/12/24
4/12/25
$40.00
$350.00
No
35,000
240893 Chandler Water Main Replacement.xlsm
Page 1 of 3
Page 38 of 74
Tyler Reinforcing LLC
PO Box 6520 Phoenix, AZ 85005, (602) 269-5900
SECTION V- CONTRACTOR TO PROVIDE AT NO COST TO SELLER
1
X
All lines, grades, racks, forms, layout and rigid templates accurately in place before installation, except those forms or other materials that will hinder the installation.
2
X
Firm, level, subgrade at elevation shown on drawings including all levels, datum lines, elevations, openings and dowel outs for concrete &/or masonry.
3
X
Clear access roads & ramps for unloading of trailer/truck deliveries to within 50 feet of point of installation, and reasonable storage and lay-down areas.
4
X
Cages for drilled piers, shafts, caissons, and light pole standards will be tied and stockpiled by Subcontractor.
5
X
Suitable equipment fully operated for hoisting/lowering reinforcing steel, personnel, wire mesh, etc, including unloading trucks, staging of reinforcing to points of installation (into
foundations, and onto elevated decks, etc) setting columns, wall cages and/or any other pre-tied assemblies including power placing of individual bars as required.
6
X
Copies of all contract documents in quantities as reasonably requested.
7
X
Parking area and/or cost of parking for field crews and provide area for jobsite office including utility hookup.
8
X
Furnish design information, location of pour joints and construction schedules in sufficient time to allow for the preparation and approval of detail drawings plus a minimum of
seven (7) working days for fabrication and delivery. 48 hours notice is required for cancellation of previously scheduled deliveries and two (2) weeks notice of job requirements.
9
X
This proposal is based on pouring the walls and top slabs in all reinforced concrete box culverts monolithically.
10
X
24 hour notice for workman at jobsite and placement to be done on normal 8 hour shift excluding weekends and holidays.
SECTION VI- STANDARD EXCLUSIONS BY SELLER & FURNISHED BY BUYER
1
X
Cost of Inspections, crane inspections, testing, bonds, permits, penalties or Liquidated Damages.
2
X
Inserts, sleeves, rubatex, water stops, smooth dowels and /or dowel baskets, galvanized or epoxy coated dowels, threaded rebar, stud rails and placing of stud rails.
3
X
Cleaning, cutting, straightening, locating or rework of existing reinforcing steel, reinforcing extending from piles, or precast
4
X
Cutting, drilling of holes, grouting, field bending or dry-packing of reinforcing steel.
5
X
Burning, cutting, or drilling of structural steel/miscellaneous iron to pass reinforcing steel.
6
X
Protection and/or cleaning of others work, covering, painting, greasing or wrapping of reinforcing steel or smooth dowels.
7
X
Rebar Safety Caps or devices for covering rebar ends.
8
X
All welding and rebar welded to structural/ miscellaneous iron.
9
X
Blocking, chairing, wrapping and/or pulling of welded wire fabric.
10
X
All dead men, cables, labor and engineering of system for guying of rebar, if required.
11
X
Cleaning of tie wire clippings, tags and other spoils from work areas, cost of dumpster and composite crew cleanup, except as mutually agreed.
12
X
Lines, grades, steel racks, templates, scaffolding, safety rails, work platforms & ramps, sanitary facilities and jobsite access to drinking water.
13
X
Removal, grinding &/or patching of staples, nails, bolts and/or any other device used for the placement of concrete reinforcing accessories.
14
X
Reinforcing for Anchor Points (and the Anchor Points) for Shotcrete, Precast, Closure Pours, Precast Connections and Prestressing Items.
15
X
Sand Plated Chairs.
16
X
Test bars and test couplers (except those specifically called out in specs)
17
X
Adequate power and lighting when necessary.
18
X
Cost of reworking or replacing reinforcing steel damaged or lost due to flood, actions of buyer, other subcontractors or other acts of God.
19
X
Blocks, inspection tubes, wheels or spacers for clearances in drilled shafts or caissons.
20
X
Tie wire, accessories and field placing aids for F.O.B. materials.
21
X
Prevailing Wage Rates or Job Specific Labor Agreement Rates. Proposal based on Open Shop wages.
22
X
Design Engineering, Engineer stamping of drawings, Field Measurements and As-Built drawings.
23
X
Sitework, Masonry Rebar, Mock Ups, MSE Walls, Electrical Duct Bank, Equipment Pads, Pipe Encasement &/or Supports. (Unless specifically stated as included)
24
X
Supply & Installation of reinforcing for stair landings and treads.
25
X
Layout of TOW, TOF, EOW, expansion/construction joints, corners, doorways, blockouts and/or openings of any kind and Masonry Dowels.
26
X
Separate Pour Watchman, Fire Watchman, Safety Manager, QC Mgr, Traffic Control or Onsite Security.
27
X
Trim reinforcing for openings, penetrations, and inserts not specifically located on Structural Drawings.
28
X
Double handling costs, including costs to transport material from an unreasonably located area.
29
X
Unloading, handling &/or setting of FOB materials (including Prebuilt Drilled Shaft Cages).
30
X
Dust control, Storm Water management and/or similar eviromental programs.
31
X
Third party invoicing processing fees or enrollment in third party invoicing services.
32
X
Re-Detailing of shop drawings & reviewing/processing of changes will be at $65.00/Hr.
33
X
Building Information Modeling (BIM), 3D Modeling and similar, unless specifically stated otherwise. (TRLLC retains ownership of any 3D model it creates)
34
X
Non-standard work week and/or special work hours. (This bid proposal based on M-F, 8hrs/workday, daylight hours, unless specifically stated otherwise.)
35
X
LEED (or similar) certifcation.
240893 Chandler Water Main Replacement.xlsm
Page 2 of 3
Page 39 of 74
Tyler Reinforcing LLC
PO Box 6520 Phoenix, AZ 85005, (602) 269-5900
SECTION VIII- TERMS AND CONDITIONS
1 Terms of Sale: Payment Terms – Subject to on-going credit approval: Net 30 days from date of invoice. Interest will be charged on all past due balances per the maximum rate
allowed by law. Legal fees and costs will be paid as awarded to the prevailing party in the event of a legal dispute. Seller reserves the right to stop Work or demand security as
required. Buyer agrees to pay Seller in accordance with the escalation policy as specifically identified in this proposal. “Work” is hereby defined as the performance of all work as
listed above and included in any accepted Agreement, plus any changes, acceleration/out of sequence work, damages, escalation and costs incurred for the cause or benefit of
Buyer or others.
2 Acceptance: Prices of individual bid items are subject to renegotiation if Buyer elects not to accept this complete proposal as presented. If Seller is requested to proceed with the
work prior to the execution of a mutually agreed Contract, or if the work is completed prior thereto, the Terms and Conditions herein shall govern pending said Agreement. No
assignment of this proposal shall be made without our prior written consent. We reserve the right to sublet portions of our Work.
3 Schedule: Seller’s price is based upon detailing, fabrication, and placing on a normal 5-day, Monday to Friday, 40 hour work week, daylight hours unless explicitly noted on the
face hereof. Performance will be based on bid documents as provided for tender and industry standards/CRSI. Schedule and schedule changes to be mutually agreed. Buyer to
provide Seller (48) hours’ notice of cancellation or modifications to schedule deliveries, Buyer agrees to provide adequate notice for workmen required at the jobsite and sufficient
work for at least one full shift. Detailing submittals will be sequenced in a manner appropriate to the construction schedule. Working schedules to be made by mutual agreement of the
Contractor and Subcontractor to conform to Contractor’s master schedule. In event duration times are provided by Subcontractor, it is agreed that time starts only when work areas
are provided ready to receive installation in all respects, in accordance with OSHA and State safety regulations.
4 Back Charges/Shipping Discrepancies: No charges for labor or materials furnished by the Buyer shall be allowed as a credit unless authorized in writing by Seller within
five (5) days of said occurrence. After a twenty four (24) hour period, all loads will be assumed to be verified.
5 Safety: Buyer will provide at no cost to Seller, general jobsite conditions conforming to OSHA standards and local governing authorities, including, but not limited to, adequate
protection to ensure the safety of those working above reinforced steel as required, furnishing and installation of rebar safety caps or other OSHA compliant impalement hazard
protection as required; Detection of/protection from underground and other utilities; Safe access, signage and other required warnings, flagging, barriers/barricades, general site
and task lighting as required; Shoring, fall-protection anchorage points, walkways, approved scaffolding and staging in place as required, trenches, rails, snow and ice removal,
all weather truck access; safe access to points of storage and work, etc. all as required.
6 Insurance: General Liability insurance will be provided solely for work performed by Seller and/or its engaged parties. Seller is not providing insurance for any liabilities that exceed
Seller’s responsibilities and/or liabilities. Additional Insured Endorsements may limit liabilities to those assumed under the Agreement and exclude Professional Liabilities. XCU,
subsidence, Professional Liability, Aircraft, Pollution Liability and mold coverage are excluded as not applicable to this trade. Additional coverage or alternate requirements not set
forth herein and mutually agreed are subject to availability and any additional costs. Seller excludes Builders Risk Insurance and return receipt requested notices for all
certificates of insurance. Compliance requirements for any hired sub-subcontractors are subject to availability.
This bid proposal is based on Seller providing General Liability insurance of
. Any additional coverage may result in additional costs.
SECTION IX- CONDITIONS OF SALE EXCLUDED:
1 Pay if paid or "Pay when paid" conditions precedent for all properly completed work, including base scope of work, changes, acceleration/out of sequence work, damages, escalation
and costs incurred for the cause or benefit of Buyer or others("Work); Retention exceeding the rate withheld by Owner; Retention on F.O.B. items.
2 Indemnification, claim, and defense liabilities, responsibilities or damages exceeding any proportionate extent of cause by Seller's active negligence or willful misconduct.
3 Minority, DBE, DVBE, SBE, WBE and other special hiring status content, affiliation, or contribution to such requirements.
4 Risk, liabilities and responsibilities arising from existing conditions and preceding work exceeding visual inspection, including, but not limited to, field measurements, surveying, layout,
forming and materials supplied by others; Costs arising from differing conditions and/or requirements from plans or drawings or bar lists provided for performance.
5 Design engineering and related Professional Liabilities and responsibilities; Costs and damages due to varying conditions and requirements.
6 Waiving any rights of dispute or redress; Costs/risks of claims against Owner for undisputed portions of our Work.
7 Forms and information requirements not mutually agreed; Unconditional forms of release in advance of receipt of funds; Releases that fail to exclude pending changes, unpaid
balances, and retention as applicable; Releases for claims unrelated to payment for work performed; Non-conforming forms of waivers and releases within States that provide
Statutory release language.
8 Reports, waivers, and other forms and contractual obligations related to bulk suppliers to our inventory stock who do not have lien rights.
9 Warranties exceeding Seller's scope of responsibilities or one (1) year; Guaranties of work performed by others; any forms of warranties, express or implied, of merchantability
or fitness for purposes intended.
10 Risks and responsibilities for equipment and/or employees of Buyer or others providing services, or manning equipment used in connection with, but not within, Seller's scope of Work.
11 Liquidated and delay damages exceeding actual damages incurred, our scope of responsibility and/or our proportionate extent of cause, and for Force Majeure; Property damage,
remedial work and/or replacement of Work and the work of others to the extent made necessary by others or Force Majeure.
12 Increased labor and material costs and/or damage in the event of project suspension or delay.
13 General Liability credits for any wrap-up insurance programs.
14 Prime contract terms, conditions, and scope in addition to, and/or in conflict with, a mutually agreed contract and Seller's scope of work and responsibilities as described herein.
15 Reports, submittals and data requirements not applicable to our trade, reasonably required or mutually agreed; Release of proprietary or other confidential information.
16 Any portion of fines or penalties exceeding the extent of cause by Seller; Any increased, surcharged or escalated portion of fines incurred by Buyer.
17 Enrollment/contributions to unions to which Subcontractor is not signatory; compliance with any additional or conflicting term, condition, or rate of pay, etc. between Seller's labor
agreement and others affiliated with the Project.
18 Guarantors.
19 Site security.
SECTION X- ACCEPTANCE
Buyer:
Seller: Tyler Reinforcing LLC
By:
By: Scott Pasternak
Title:
Date:
Title: Heavy Sales Manager
Date:
v22.1
The above proposal including all attached and referenced documents shall constitute a contract or shall be part of a contract is subject to on-going credit
approval. Prices shown are for the complete project and NO single item price or group of prices are valid alone without the consent of the Seller. We reserve
the right to modify/negotiate amendments to any Contractor issued forms of Agreement, as required to properly describe scope of work, pricing and mutually
agreed terms and conditions.
$2,000,000.00
240893 Chandler Water Main Replacement.xlsm
Page 3 of 3
Page 40 of 74
Achen-Gardner Construction, LLC
Page
7
4134100-1 90% COC WTR MAIN RELOCATE GMP ESTIMATE
12/11/2024 14:29
*** Paul Ekstrom
Analyze Quotes
Folder:
REDIMIX
REDI MIX
Vendor Code:
ARIZONAMET ROCKSOLIDC DESERETRED
Vendor Name:
SUBROC
Rock Solid Con Desert Redi Mix
Vendor Phone:
480-882-9984
480-496-9633
480-428-2280
Resourc Description
Quantity Unit
Plug Price
UP
UP
UP
2CRMA 0 SACK CLSM
1,256.85 CY
110.000
104.000
110.250
111.250
2CRMA 1/2 SACK CLSM
5,475.75 CY
120.000
109.000
112.250
115.250
2CRMA MAG A CONCRETE
18.90 CY
185.000
156.000
152.250
157.250
2CRMA MAG AA CONCRETE
32.55 CY
185.000
160.000
159.000
165.250
2CRMA MAG B CONCRETE
217.35 CY
185.000
154.000
150.250
153.250
2CRMA MAG C CONCRETE
360.15 CY
185.000
152.000
144.250
149.250
2CRMA GROUT
27.50 CY
185.000
161.000
168.750
185.000 P
FSC:
FUEL SERVICE CHARGE 739
24,024.00
SL:
SL FEES 5CYx$200/CYx100L
20,000.00
20,000.00
Total Adjustments:
20,000.00
20,000.00
24,024.00
Totals:
916,786.75 848,367.75
870,522.73
895,428.44
Difference From Plug:
-68,419.00
-46,264.03
-21,358.31
Total Minority:
Note:
A 'P' beside a price indicates a plug price.
Bold indicates that the vendor is selected.
Page 41 of 74
Customer Name
ACHEN GARDNER CONSTRUCTION LLC
Attention
Project Name
CITY OF CHANDLER WATER MAIN REPLACEMENT
City
CHANDLER
Project Address
CHANDLER BLVD & HARTFORD ST
C/St
Office Phone
Fax
Email
Date
11/12/2024
Sales
MARK REINER
Cell #
(480) 620-4673
Email
mreiner@calportland.com
Quote #
147096
Customer #
1016934
Job Start
11/12/2024
Job End
10/01/2025
Volume
Product Number
Description
Unit Price
UOM
Comments
1250.00 S0015701
0 SK ABC SLRY
$120.00
CY
5500.00 PHCLSM
0.5 SK ABC SLURRY (PHCLSM 1/2)
$122.00
CY
350.00 P2025C01
2000PSI #57 MAG C
$150.00
CY
220.00 P2525B01
MAG B 2500PSI #57 ASH
$152.00
CY
20.00
P3025A01
3000 PSI 1" MAG A, ASH
$154.00
CY
30.00
P4025AA1
4000PSI #57 ASH MAG AA
$158.00
CY
30.00
S90208S1
MAG RIPRAP GROUT
$181.00
CY
7400
Total Volume
$ 25.00
LOAD
Environmental Fee
$ 15.00
LOAD
Energy Fee
Fly ash and lightweight mixes subject to daily availability / All aggregates meet ASTM C 33.
Comments : QUOTE INCLUDES 4/1/25 INCREASE, PRICE INCREASE 10/1/25 $10.00 CY EXPIRING 4/1/26
Subject to availability. CalPortland warrants that the concrete as delivered to this project will meet or exceed the design strength specified on the delivery ticket when evaluated
in accordance with applicable ACI and ASTM standards. CalPortland does not provide Contractor Quality Control. CalPortland guarantees ticketed mix designs of less than
5,000psi for load of three yards or more. Mix strength for loads less than three yards is not guaranteed. Ticketed mix designs of 5,000psi or greater require a four-yard minimum.
Three-yard minimum for all colored concrete. Concrete is a natural product. Seller cannot be responsible for variations in color, surface discoloration, popouts or variations in
the finished product caused by finishing techniques or job site conditions. Due to potential reactive aggregates in Arizona, CalPortland recommends the use of a Class F Fly
Ash to mitigate Alkali Silica Reactivity (ASR). Purchaser shall assume the liability for the use of a cement-only mix. On-site addition of allowable water per ASTM C94. CalPortland
cannot guarantee single source materials.
CalPortland reserves the right to postpone or cancel any quotes, current jobs or accepted deliveries if unable to perform due to raw material shortages, allocations or government
regulations. Prices subject to change due to drastic cost changes of the major components of concrete or Fees.
Concrete is batched and delivered at current ambient temperatures. Buyer is responsible for temperature controlled concrete (Ice/Tempered Water). Prices for temperature
controlled concrete are available upon request.
Contractor is responsible for providing safe access to the point of delivery. CalPortland accepts no responsibility for damages to the premises beyond the curb line.
Customer shall provide and assume responsibility for an area or container for clean out of the concrete truck chutes. Additional color added by Buyer on-site subject to wash
out fees.
All products quoted per Buyers request. Additional products or services ordered are subject to applicable charges.
The Energy and Environmental Fees charged herein may be more or less than the actual environmental or energy costs incurred by Seller in the production, storage and/or
delivery of materials and are not designed nor intended to represent the specific environmental and/or energy costs incurred for any individual order.
Standard Operating
hours
Loads batched outside Standard Operating Hours subject to applicable charges.
Summer: 3:00AM – 2:00PM
Winter: 5:00AM – 3:00PM
Saturday: 5:00AM – 12:00PM
Standing Time:
$2.00 per minute beyond 5 minutes per CY.
Minimum Load Charges:
Excessive Trucking Fee:
Energy Fee:
One Minimum Load Charge waived on orders of 1 full load or more.
Under 6 CY = $200.00
Split Loads or multiple Order Backs subject to Excessive Trucking Fees.
Variable Energy Fee based on U.S. Energy Information Administration On-Highway Diesel Energy Price Index and is adjusted weekly.
https://www.eia.gov/petroleum/gasdiesel/
Terms:
All pricing is net 30 days with a valid credit application on file. All applicable sales taxes will be added to price.
Financing:
All invoices are due and payable within 30 days of the original billing date. A Finance Charge of 1.5% per month on a pro-
rated portion thereof (12% Annual Percentage Rate) will be charged upon all balances not paid within 30 days or first
appearance on a Statement.
We impose a Fee of 2.25% on the transaction amount on all credit card products, which is not greater than our cost of
processing. We do not Fee debit cards.
General Terms &
Conditions of Sale:
Acceptance:
CalPortland Co. Terms and Conditions are applicable and included as page two of this quote. If you did not receive a copy,
please contact CalPortland Sales Department at (602) 817-6950.
For this job quotation to be effective, written acceptance must be received no later than 30 days after quote date.
Price Expiration:
10/01/2025
See acceptance clause below
Buyer Acceptance:
Name / Title:
Date:
Page 42 of 74
Ready Mix Terms and Conditions
Customer #
1016934
Customer Name
ACHEN GARDNER CONSTRUCTION LLC
Quote #
147096
Project Title
CITY OF CHANDLER WATER MAIN
REPLACEMENT
Tempered Water:
Heated Water $2.00 per cubic yard.
Ice:
$0.50 per pound (Requires 3 – 5 business days notice).
Non-Chloride Accelerator:
$0.09 per ounce.
Recover Set Delay Admixture:
$0.20 per ounce.
Micro Fiber:
$6.50 per pound.
Macro Fiber:
(Structural) Priced individually
Please see manufacturer recommendation / specifications for suggested dosage
rate.
Standard Liquid Color:
See mix detail for per yard pricing. Actual color of concrete may vary due to
differences in cement, aggregates, job site conditions and finishing methods.
Three-yard minimum load required.
Color Washouts:
$25.00 per load
Standby Charges:
$2.00 per minute beyond 5 minutes per cubic yard.
Minimum Load:
Under 6 CY = $200.00
Excessive Trucking:
One Excessive Trucking Fee of $200 will be assessed for each additional load
required due to load sizes or multiple Order Backs.
Saturday Service:
$10.00 per cubic yard
Saturday operating hours 5:00am – 12:00pm
Loads delivered outside of operating hours subject to additional charges
Split Load Charges:
$250.00 per load.
Cancellation Charges:
All orders cancelled within 24 hours of scheduled delivery will be charged $10.00 per
cubic yard or $250.00. Whichever is greater.
Return Concrete:
All loads returned with 5 cubic yards or more will be charged a Return Concrete Fee
of $300.00 per load.
Special Provisions:
Page 43 of 74
DESERT READY MIX
READY MIX CONCRETE SALES AND SERVICE
4011 PRESIDO STREET
MESA, AZ 85215
OFFICE: 480-428-2280 FAX: 480-985-4248
* E – Environmental | S – Saturday Fee | F – Fuel Surcharge
Begin Date:
November 26, 2024
Quote # :
24918
Expiration Date:
May 31, 2025
MAP/GRID
Item Code
Item Description
Est. Qty
Price
S500000
ABC SLURRY (NO SACK)
1250 Yards
$104.00
SRP100
ASB-AGGREGATE SLURRY BACKFILL (SRP MIX IF NEEDED) Per Yard
$104.00
S500501
PHCLSM.5 (1/2 SACK SLURRY COP)
5500 Yards
$108.00
SRP104
1/2 SACK MAG CLSM (SRP MIX IF NEEDED)
Per Yard
$108.00
A202001
MAG C 2000 PSI W/ASH
350 Yards
$138.00
A202501
MAG B 2500 PSI W/ASH
220 Yards
$142.00
A203001
MAG A 3000 PSI W/ASH
20 Yards
$146.00
A204001
MAG AA 4000 PSI W/ASH
30 Yards
$154.00
G402069
2000 PSI RIP RAP GROUT
30 Yards
$162.00
TC
TEMPERATURE CONTROL
Per Yard
$1.00
***NOTE***
ABOVE PRICING IS GOOD THROUGH 5/31/2025. IF THE
PROJECT IS NOT COMPLETE PLEASE ADD $4.00 PER YARD
TO THE SLURRY NUMBERS & $8.00 PER YARD TO THE
CONCRETE NUMBERS & WILL THEN BE GOOD THROUGH
12/31/2025. IF STILL NOT COMPLETE REPAET FOR AGAIN
FOR ANOTHER 6 MONTHS.
Customer:
ACHEN GARDNER CONSTRUCTION, LLC
Customer Code:
ACHE001
Address:
CHANDLER, AZ 85224
Contact:
PAUL EKSTROM (ESTIMATOR)
Phone:
480-940-1300
Fax:
Project:
CITY OF CHANDLER WATER MAIN REPLACEMENT
Job Address:
VARIOUS LOCATIONS IN CHANDLER
Terms Description:
2% 10TH NET 30
Page 44 of 74
DESERT READY MIX
READY MIX CONCRETE SALES AND SERVICE
4011 PRESIDO STREET
MESA, AZ 85215
OFFICE: 480-428-2280 FAX: 480-985-4248
* E – Environmental | S – Saturday Fee | F – Fuel Surcharge
Additional Fees Minimum Load Fee
Quoted By:
BRUCE A. TABET
Fee ID *
UOM
Price
E01
Per Yard
$3.25
FSC
Per Load
$TBD
Less than or equal to
UOM
Price
2 Yards
Load
$0.00
3.5 Yards
Load
$0.00
5.5 Yards
Load
$0.00
Normal operating hours are Mon-Fri, Sat, Sun or Holidays are subject to surcharges.
Color added at no expressed guarantee.
Drivers do not accept cash or make change.
Desert Ready Mix reserves the right to increase prices due to RAW Material cost increases
such as Cement, Fly Ash, Aggregates or unexpected Fuel increases.
All specialized aggregate sales are based on availability.
Deliveries less than 6 Cubic yards are subject to our minimum load charges.
This quote does not guarantee product or service availability
All Aggregates and Concrete deliveries include a per load fuel surcharge.
Page 45 of 74
ROCK SOLID
6741 W. Rock Solid Way, Box 5062, Chandler, AZ 85226
480 496-9633 (office)
www.rocksolidconcrete.com
Quote Number
Pending Start
MATERIAL PRICE QUOTE
Quote Date
3/1/25
Prices Expire on:
4/1/2026
Customer Name Achen Gardner Construction
Project Name City Of Chandler Water Main Replacement
Project Address Chandler Blvd & Hartford St, Chandler
Contact Name Paul Ekstrom
Contact Phone 602-918-4931
Contact email pekstrom@achen.com
Source Plant:
1
Quantity Product Code
Description
Application
Price
U of M
Notes
1250
A1000
No Sack AB Slurry
$107.75
CY
5500
A1050
1/2 Sack AB Slurry (PHCLSM 1/2)
$109.75
CY
350
A2040
MAG C, 2000 psi Standard, 4" Slump
$141.75
CY
220
A2540
MAG B, 2500 psi Standard, 4" Slump
$147.75
CY
20
A3040
MAG A, 3000 psi Standard, 4" Slump
$149.75
CY
30
A4040
MAG AA, 4000 psi Standard, 4" Slump
$156.75
CY
30
C1600P
2000 psi C476 Grout, 8-11" Slump
Grout
$163.75
CY
7400
P40
Environmental Fee
$0.00
CY
P16
Tempered Water
$0.00
CY
FSC
Fuel Surcharge
No Fuel Surcharge Currently
Price Escalation: Please Add $5 More per CY Starting 10/1/2025
General Terms and Conditions:
Pricing above is based on Rock Solid as the primary supplier, Monday-Friday Delivery.
Customer is responsible for safe access to project point-of-delivery and mixer wash out area for all shipments.
Quote is valid for 30 days. Pricing is confirmed only upon receipt of signed acceptance (below) within 30 days of quote date.
Rock Solid Is not responsible for hardened concrete color and color variations between shipments of concrete containing color granules
Payment Terms: Net 30 days; 2% discount allowed if payment received by the 10th of the month following delivery.
Prices do not include sales taxes. If Sales Tax Exemption Documents are not received prior to first delivery, sales taxes will be charged.
Cancellation of orders within 24 hours of shipment will result in a charge of $10 per cubic yard, minimum $250.
Standby Charges: Allowance of 6 min per cy to unload concrete. Thereafter, subject to fee of $1.50/minute to unload.
Delivery Charges: Less than 5 cy--$200
Saturday Plant Opening Fee: $2500
Hydration Stabilizer: $1.10/level (approximately 30 min. per level)
Color washout Charge: $50 per load
Rock Solid mix designs include low alkali cement and fly ash to help mitigate potential for Alkali-Silica Reactivity
(ASR) in concrete mixes. Purchaser assumes ASR liability for mixes requested without fly ash or low alkali cement.
Rock Solid is not currently bidding any air entrained concrete mixes.
Quoted by: Joseph Altamirano
Accepted by:
email: jaltamirano@rocksolidconcrete.com
Date:
ver 06.14.23
Non-Chloride Accelerator: $1.00/unit, 4 units= 1%;
Page 46 of 74
Quote
3084
Sunroc Corporation
An EEO/AA Employer
PO Box 778
Orem, UT
https://sunroc.com
PROJECT
City of Chandler CMAR Project Water Main
CUSTOMER
ACHEN GARDNER CONSTRUCTION LLC
(C132698)
CONTACT
Paul Ekstrom , (480) 403 9458
CONTACT EMAIL
pekstrom@achen.com
QUANTITY
7400 CY
DATE
13 Nov 2024
BID DATE
13 Nov 2024
END DATE
27 Feb 2026
ADDRESS
398 North Hartford Street
Chandler, AZ, 85225
CONCRETE
CODE
NAME
PRICE UOM
NOTES
WORK TYPES
0-05108
NO CEMENT SLURRY
$96.00 CY
1250cy
0-55108
1/2 SAK PHCLSM SLURRY ASTM C-3
$101.00 CY
5500cy
301111
MAG A STANDARD
$148.00 CY
20cy
401110
MAG AA STANDARD
$152.00 CY
30cy
251112
MAG B STANDARD
$146.00 CY
220cy
201113
MAG C STANDARD
$144.00 CY
350cy
203107
2000 PSI 3/8 GROUT
$153.00 CY
30cy
ADMIXTURES
CODE
NAME
PRICE UOM
NOTES
CHILLED
CHILLED WATER
$2.00 PER CY
HOT
HOT WATER
$2.00 PER CY
FEES
CODE
NAME
PRICE UOM
NOTES
ENVIRO
ENVIRONMENTAL CHARGE
$20.00 LD
DELIVERY SURCHARGE
FUEL
FUEL SURCHARGE
$25.00 LD
TECH
TECH ADMIN FEE
$5.00 LD
DISPOSAL
DISPOSAL FEE
$150.00 EA
CANCELLATION
CANCELLATION FEE
$8.00 CY
DELCMIN13
PART LOAD DELIVERY FEE
$250.00 EA
1 - 3 CY
DELCMIN37
PART LOAD DELIVERY FEE
$200.00 EA
3.5 - 6.5 CY
SATCY
SATURDAY PER CY FEE
$8.00 CY
ESCALATORS
ESCALATORS ON CONCRETE PRODUCTS
+$6.00 effective 01 Oct 2025
NOTES
Please fill out & return the attached JOB INFORMATION SHEET before ordering so the project can be set up correctly for billing purposes. Thanks, Brad
All prices are subject to credit approval and sales tax. Taxes are not included in quoted pricing. Included delivery fee per CYD is non-taxable. Opening fees for
pours commencing between 6 pm and 4 am weekdays, weekends, and holidays are negotiated.
Signature and/or Acceptance of Material Constitutes that Owners or Contractors have read and agree to the Safety Cautions, Terms of Delivery and Release
Details documented on the reverse side of this ticket.
Page 1 / 3
Page 47 of 74
SUNROC CORPORATION REPRESENTATIVE
NAME
Brad Keenan
TITLE
Concrete Sales Manager
EMAIL
bkeenan@sunroc.com
PHONE
(480) 650 9461
SIGNATURE
PLEASE READ CAREFULLY THE GENERAL TERMS & CONDITIONS ON THE REVERSE SIDE.
Such terms supersede all prior or contemporaneous agreements, representations and communications, both written and oral and fulfillment of Customer’s order
does not constitute acceptance of any additional or different terms or conditions in Purchaser’s acceptance, Purchaser’s purchase order, or other
documentation purporting to order the same or equivalent goods contained in this document.
NOTIFICATION OF ACCEPTANCE MUST BE MADE WITHIN 14 DAYS OR THIS QUOTE WILL BE VOID AND PRICES WILL NEED TO BE RENEGOTIATED.
To confirm acceptance of these prices, as quoted, please return one signed copy.
SUNROC CORPORATION REPRESENTATIVE
SIGNATURE
NAME (PRINT)
DATE
ACHEN GARDNER CONSTRUCTION LLC REPRESENTATIVE
SIGNATURE
NAME (PRINT)
DATE
Page 2 / 3
Page 48 of 74
GENERAL TERMS AND CONDITIONS
1. CONDITION OF SALE: All accounts are due the 15th of the month following date of purchase. In the event payment is not made by the 15th of the month following purchase, Purchaser
agrees to a reasonable attorney’s fee, if collection is made, by suit or otherwise, plus a FINANCE CHARGE OF 1.5% per month (ANNUAL PERCENTAGE RATE OF 18.00%), and hereby waives
all rights to claim exemption under state laws.
2. CREDIT: If at any time the financial responsibility of the Purchaser becomes unsatisfactory to Sunroc Corporation in its sole and absolute discretion, Sunroc Corporation reserves the right
to require payments in advance, or satisfactory security or guarantee that invoices will be paid when due. If the Purchaser fails to comply with the terms of payment, Sunroc Corporation,
reserves the right to cancel the unfilled portion of the contract without notice, Purchaser remaining liable for all unpaid accounts. No waiver of such rights shall be implied from any failure
by Sunroc Corporation to exercise this option.
3. TAXES: Any taxes which are now levied, or may be levied during the life of this Contract, by the United States Government, or any State or political subdivision thereof, on the ready mixed
concrete quoted herein, or its ingredients, or on the sale or purchase thereof, or on the incidental transportation charges, when the same are required to be paid by or collected by Sunroc
Corporation shall be added to the prices named herein.
4. ESCALATION: Prices quoted herein are based on Sunroc Corporation’s’ existing labor costs, and costs of raw materials, and on the prevailing costs of the transportation of the raw
materials, whether by public or private carrier. If such costs or rates increase during the life of this Contract, the prices on deliveries thereafter may be adjusted to compensate for the full
amount of the charge.
5. MINIMUM LOADS: Prices are based on loads greater or equal to 4.00 cubic yards. A minimum load charge will be assessed for loads of less than 4.00 cubic yards.
6. OVERTIME DELIVERIES: Saturday and Sunday deliveries and all deliveries leaving the Sunroc Corporation plant before 6:00 A.M. and after 3:30 P.M. Monday through Friday may be
assessed Overtime fees. Sunroc Corporation reserves the right to limit overtime deliveries. Hourly plant opening charges may also be assessed in overtime situations.
7. EXCESS UNLOADING TIME: The concrete prices quoted are based on prompt unloading of trucks. A maximum of 5 minutes per cubic yard is allowed for unloading. Demurrage will be
charged on all trucks held at the job in excess of time allowed.
8. DELIVERY SCHEDULE: Delivery schedules will be fulfilled to the best of Sunroc Corporation’s ability. No claims will be allowed because of failure to fulfill delivery schedules.
9. ROADWAYS: When ready mixed concrete is to be delivered to places other than on paved roadways, the Purchaser shall provide roadways or approaches permitting access of Sunroc
Corporation’s loaded trucks to the point of delivery under their own power. If Purchaser orders delivery to be made beyond the curb line or off the main roadway, the Purchaser agrees to
assume all liability for damage to sidewalks, driveways, or other property caused by Sunroc Corporation’s equipment in making such deliveries. The purchaser agrees to pay all towing
charges if job site conditions cause equipment to become stuck or disabled.
10. WASHDOWN AREA: The Purchaser agrees to provide an area on the delivery site approximate to the delivery location for the cleaning and washdown of mixer chutes following
completion of delivery. It is illegal to discharge wash water, dirt or debris onto roads or into storm drains or waterways. The area designated by the Purchaser for cleaning and washdown
must meet environmental regulations and municipal laws and statutes. Sunroc Corporation’s drivers will comply with environmental regulations.
11. SPECIFICATIONS AND DESIGNS: Cement and aggregates are guaranteed to meet the applicable A.S.T.M. specifications. Sunroc Corporation does not assume responsibility for any
further guarantee unless made specifically in writing and attached to and made a part of this Contract. When the compressive strength of the concrete is to be guaranteed by Sunroc
Corporation the properties shall be set by Sunroc Corporation and shall be such that when the concrete is tested as required by A.S.T.M. specification C94, it shall meet the applicable
requirements of that specification. When design of mixes and control of concrete is required to be done by any other than Sunroc Corporation, Sunroc Corporation will not assume
responsibility for the quality or the quantity of the resultant concrete, and Sunroc Corporation responsibility shall be considered to have been met in full when such concrete has been
delivered to job site.
12. ADMIXTURES: If any admixtures, not regularly used and recommended by Sunroc Corporation are required by the Purchaser, they shall be furnished by the purchaser unless otherwise
agreed upon. The Purchaser agrees to be exclusively responsible for the effect of such admixtures on the concrete. Any and all expenses incurred by Sunroc Corporation in handling
Purchaser’s admixtures shall be borne by the Purchaser. Sunroc Corporation is not responsible for the slump, strength or quality of any concrete to which water or any other material has
been added by the Purchaser or at his request.
13. COLOR: Since the cement used in concrete mixes is manufactured by others, the color of the cement and the color of the concrete is not guaranteed. Sunroc Corporation uses a state-of-
the-art color dispensing system to insure color consistency in all of Sunroc Corporation’s colored products. However, there are other factors that influence the finished color that Sunroc
Corporation has no control over i.e.: humidity, subgrade moisture, temperature, cement color, and finishing technique. Sunroc Corporation will make every reasonable effort to match color
from day to day but cannot guarantee an exact match due to variables beyond Sunroc Corporation control.
14. CLAIMS: The Purchaser’s claims of Sunroc Corporation’s failure to meet the requirements of A.S.T.M. specification for Ready Mixed Concrete, Designation C94, shall be deemed waived
unless made in writing within thirty days from time of delivery. Sunroc Corporation shall be given full opportunity to investigate such claims. Sunroc Corporation liability shall in no event
exceed the delivered price of the concrete against which the claim is made.
15. VOLUME OF CONCRETE: Prices and quantities are based upon the WET VOLUME at the time of discharge from the delivery truck. Sunroc Corporation will not take plan measurements,
or form measurements, or be subject to measuring the finished work to verify quantity delivered. Purchaser may at any time have a competent Laboratory make a yield check at the job site
to determine the volume of wet concrete in any truck load, the expense of such tests to be borne by the Purchaser. Or upon notice from the Purchaser, Sunroc Corporation will make a yield
check by the weight method on the job site in the presence of the Purchaser and without cost to the Purchaser. If the volume is found to be less than that shown on the delivery ticket
Sunroc Corporation will immediately correct the deficiency and will compensate the Purchaser accordingly for that day’s pour only, and not retroactive to any previous pours. Quantities as
shown on delivery tickets shall be binding unless immediately proved in error.
16. TESTING AND INSPECTION: The Purchaser shall have the right to install his representative at the plant of Sunroc Corporation to do the designing, testing, and inspecting and oversee
the weighting and mixing of the materials covered by this Contract. The Purchaser shall assume the expense of the designing, testing, and inspecting of the concrete and its ingredients
when required to be done by any other than Sunroc Corporation and also the expense of submitting samples of material for approval, and preliminary concrete design tests if such tests are
required.
17. FINISHED WORK NOT GUARANTEED: Sunroc Corporation having no control over the placing or the care of the concrete after unloading, will not, therefore, guarantee the finished work in
which it is used. SUNROC CORPORATION MAKES NO WARRANTY WHATSOEVER WITH RESPECT TO THE MATERIALS/PRODUCTS PURCHASED AND DELIVERED IN CONNECTION
HEREWITH, INCLUDING ANY (a) WARRANTY OF MERCHANTABILITY; OR (b) WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE; WHETHER EXPRESS OR IMPLIED BY LAW.
18. READY MIXED CONCRETE IS NOT RETURNABLE FOR CREDIT: No delivery is subject to cancellation after being loaded at Sunroc Corporation’s plant.
19. TERRITORY: If this is a General Quotation, and not for a specified location or project, the quoted prices herein are for delivery within existing delivery areas.
20. FORCE MAJEURE: Sunroc Corporation shall not be liable for any delay or failure in performance results from any event of Force Majeure. The term “Force Majeure”, as used in this
Agreement, means cause or causes which are not within the control of the party or parties claiming Force Majeure, and includes, but is not limited to acts of God, including fire, flood, frosts,
landslide, washout, atmospheric disturbances, lightning, storm, tornado, earthquake, acts of public enemy, including war, riot, blockage, insurrection, civil disturbances, strikes, lockouts, or
material shortages.
Page 3 / 3
Page 49 of 74
From:
Christian Hass
To:
Paul Ekstrom
Cc:
Aundreya Kraus
Subject:
RE: City of Chandler CMAR Waterline Replacement Project
Date:
Friday, October 4, 2024 1:01:12 PM
Importance:
High
Paul and Aundreya,
Sorry for the delay. I had a family issue that had been a distraction.
I greatly appreciate you thinking of us and greatly appreciate the call.
The scope is a perfect introduction. We would certainly give Achen preferred scheduling and
service.
Our fast set flow fill could be advantageous as well in certain areas.
I will follow up with formal quote, but in effort to get caught up,
please take this email as quote
MAG A $167 per yard
Fee’s- Fuel… $ 17 per yard
Total per yard $185
Have a great Friday and weekend.
Thank You,
Christian Hass
Cell: 480-694-4653
Office: 602-888-8242
christian@americanmaterialscompany.com
www.americanmaterialscompany.com
This letter and its enclosures are confidential and intended for the exclusive use of the addressee. If
you are not the intended recipient, please notify the sender immediately and destroy this letter and
its enclosures. Any unauthorized use, disclosure, or copying of this letter and its enclosures is strictly
prohibited and may result in legal action
From: Paul Ekstrom <PEkstrom@achen.com>
Sent: Tuesday, October 1, 2024 1:39 PM
Page 50 of 74
To: Christian Hass <christian@americanmaterialscompany.com>
Cc: Aundreya Kraus <akraus@achen.com>
Subject: City of Chandler CMAR Waterline Replacement Project
Christian,
Thank you for taking my call this afternoon. Please reference attached map for Areas we are
updating waterline mains. It is west of Arizona Ave. and north of Chandler Blvd.
We will run a new water service line to 300 residential meters. Each location we will remove
and replace 5’ of curb and a 5’ x 5’ sidewalk panel. There are a handful of Valley Gutters that
we will cut through with the trench, along with 2 ADA Ramps that will require MAG A. Total of
206 CY. Please assume we will pour back 10 cy per day on average.
Please send us your quote by end of the week. We are providing Chandler with our Preliminary
Budget Estimate next week.
Thank you in advance for helping us with this project.
Paul Ekstrom
Senior Estimator
Office: 480.403.9458 | Cell: 602.918.4931 | Email: pekstrom@achen.com
ACHEN-GARDNER CONSTRUCTION
100% EMPLOYEE OWNED
2195 W. Chandler Boulevard, Suite 200, Chandler AZ 85224
2425 West Wave Hill Court, Tucson AZ 85705
achen.com | facebook | twitter | linkedin | instagram | youtube
CONFIDENTIAL: This message is intended only for the use of the individual or entity to which it is addressed. If the reader of this message is not the
intended recipient, or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any
dissemination, distribution or copying of this message is strictly prohibited. If you have received this communication in error, please notify us immediately
by replying to the sender of this E-Mail by return E-Mail or by telephone.
Page 51 of 74
Achen-Gardner Construction, LLC
Page
8
4134100-1 90% COC WTR MAIN RELOCATE GMP ESTIMATE
12/11/2024 14:29
*** Paul Ekstrom
Analyze Quotes
Folder:
SAWCUT
SAWCUT
Vendor Code:
MODERNCON AGCCOMPOS DISCOUNTSA
Vendor Name:
Modern Concret AGC COMPO DISCOUNT SA
Vendor Phone:
602-369-3613
623-206-8323
Resourc Description
Quantity Unit
Plug Price
UP
UP
UP
4SAWA SAWCUT AC 4"
55,714.00 LF
0.800
0.640
0.680
0.720
4SAWA SAWCUT AC 8"
LF
2.000
2.000
1.720
1.440
4SAWC SAWCUT CONCRETE 10"
504.00 LF
8.000
8.000
8.750
9.500
4SAWC SAWCUT CONCRETE 4"
3,000.00 LF
2.000
1.800
2.100
2.400
4SAWC SAWCUT CONCRETE 6"
1,184.00 LF
3.300
1.800
2.850
3.900
4SAWC HORIZONTAL CURB CUT
1,184.00 LF
15.000
15.000
15.000
15.000 P
Mobilization:
2,000.00
Totals:
76,270.40
64,980.16
69,729.92
76,479.68
Difference From Plug:
-11,290.24
-6,540.48
209.28
Total Minority:
Note:
A 'P' beside a price indicates a plug price.
Bold indicates that the vendor is selected.
Page 52 of 74
Project #
Project Name
Owner
WA2203.401 CITY OF CHANDLER WATER MAIN REPLACEMENT
City of Chandler
SAWCUT
Client #
Description
Quantity
Units Unit Price
SAWCUT AC 4"
55714 LF
0.72
$
SAWCUT AC 8"
308 LF
1.44
$
SAWCUT CONCRETE 10"
504 LF
9.50
$
SAWCUT CONCRETE 4"
3000 LF
2.40
$
SAWCUT CONCRETE 6"
1184 LF
3.90
$
HORIZONTAL CURB CUT
1184 LF
Page 53 of 74
Bid Date
12/9/2024
Extended Price
40,114.08
$
443.52
$
4,788.00
$
7,200.00
$
4,617.60
$
9.5
Page 54 of 74
From:
Patricia Brusha
To:
Paul Ekstrom; Aundreya Kraus
Subject:
Re: ACHEN GARDNER SOICITATION FOR QUOTES
Date:
Thursday, December 5, 2024 1:40:12 PM
Attachments:
4134100-1_SAWCUT_DISCOUNTSAWC.xlsx
Good afternoon, here are our prices for this job.
Thank you very much.
Patricia Brusha
On Tue, Nov 12, 2024 at 2:26 PM <pekstrom@achen.com> wrote:
GOOD AFTERNOON,
ACHEN GARDNER CONSTRUCTION RESPECTFULLY REQUESTS QUOTES FOR
OUR CITY OF CHANDLER CMAR PROJECT - WATER MAIN REPLACEMENT.
PROJECT NO WA2203.401.
THIS IS A 12 MONTH PROJECT WITH AN ANTICIPATED START DATE OF
03/17/2025. PLEASE HOLD PRICES GOOD THROUGH 02/27/2026.
PLEASE REFERENCE PROJECT DOCUMENTS AVAIALBE THROUGH OUR SHARE
LINK https://achen.box.com/v/COCWATERMAINREPLACE.
IF YOU HAVE ANY QUESTIONS REGARDING THIS PROJECT PLEASE CALL
AUNDREYA KRAUSE @ 602-831-4067, akrause@achen.com, OR PAUL EKSTROM @
602-918-4931, pekstrom@achen.com.
THANK YOU IN ADVANCE FOR YOU HELP WITH THIS PROJECT PURSUIT.
Page 55 of 74
Project #
Project Name
Owner
Bid Date
WA2203.401
CITY OF CHANDLER WATER MAIN REPLACEMENT
City of Chandler
12/9/2024
SAWCUT
Client #
Description
Quantity
Units Unit Price
Extended Price
SAWCUT AC 4"
55714 LF
0.64
$
35,656.96
$
SAWCUT AC 8"
308 LF
2.00
$
616.00
$
SAWCUT CONCRETE 10"
504 LF
8.00
$
4,032.00
$
SAWCUT CONCRETE 4"
3000 LF
1.80
$
5,400.00
$
SAWCUT CONCRETE 6"
1184 LF
1.80
$
3,788.80
$
HORIZONTAL CURB CUT
1184 LF
Modern Concrete Cutting
modernconcretecutting@gmail.com
602.369.3613
David Snodgrass
Page 56 of 74
PO Box 11993 ∙ Glendale, AZ 85318
Office: 602.369.3613
Licensed • Bonded • Insured
Contractors License #252644
Asphalt Slab Sawing:
.17 In/Ft
2” – 5.5”
Deep
.19 In/Ft
5.5+” – 7.5”
Deep
.25 In/Ft
7.5+” – 9.5”
Deep
.30 In/Ft
9.5+” – 12.5”
Deep
Concrete Slab Sawing:
.50 In/Ft
1” – 5.5”
Deep
.55 In/Ft
5.5+” – 7.5”
Deep
.65 In/Ft
7.5+” – 9.5”
Deep
.80 In/Ft
9.5+” – 12.5”
Deep
Green Concrete: .40 In/Ft
Curb Cuts: $10.00 each; Curb and Gutter Cuts: $15.00 each
Joint cut between curb and asphalt up to 6” deep: .30 In/Ft
Radius Cuts: Additional .15 In/Ft
Minimum Charge for Slab Sawing is $150.00 plus Travel
$25.00 Travel Charge on all in-town jobs
Same Day Cut - $25.00 Additional
Non-cut show-up charge - $75.00
Stand-by, Layout, Prep time - $100.00/man hr.
Moves between cuts on same job - $10.00 ea.; $20 ea. w/vacuum
Night and Saturday cuts - $100.00 Additional
Sunday cuts - $150.00 Additional
Deep Cuts of 8" or More - $250.00 Minimum plus Travel
Out of town work - $250.00 Minimum (not including travel)
Out of Town Travel - $2.00/mile, one way
On-site Vacuum Rental - $30.00 (location to dump must be on-site)
Vacuum Slurry - .15 In/Ft, $50.00 Minimum (location to dump must be on-site)
Blade side change - $15.00
Special Quotes for Special and Larger Projects
Modern Concrete Cutting assumes no responsibility for layout or for cutting any unknown obstructions, for traffic
control clean-up or for the cleanliness of the job and reserves the right to go hourly at $150.00 per hour on all jobs not
under contract. All prices are subject to change.
Page 57 of 74
Achen-Gardner Construction, LLC
Page
9
4134100-1 90% COC WTR MAIN RELOCATE GMP ESTIMATE
12/11/2024 14:29
*** Paul Ekstrom
Analyze Quotes
Folder:
SLURRYSEAL
SLURRYSEAL
Vendor Code:
SOUTHWES VIASUN
Vendor Name:
Southwest Sl Viasun Corpo
Vendor Phone:
623-582-1919 480-268-9669
Bid
Activit Resour Description
Quantity Unit Plug Pric
UP
UP
UP
155
200450 4SLUR SLURRY SEAL, TYPE II
72,937.00 SY
1.250
3.100
3.400
Totals:
91,171.25
226,104.70
247,985.80
Difference From Plug:
134,933.45
156,814.55
Total Minority:
Note:
A 'P' beside a price indicates a plug price.
Bold indicates that the vendor is selected.
Page 58 of 74
Page 59 of 74
Page 60 of 74
Achen-Gardner Construction, LLC
Page
10
4134100-1 90% COC WTR MAIN RELOCATE GMP ESTIMATE
12/11/2024 14:29
*** Paul Ekstrom
Analyze Quotes
Folder:
STRIPING
STRIPING
Vendor Code:
FRANKLINS FALCONCO
HULXECON
Vendor Name:
Franklin Stri Falcon Contra Hulxe Constu
Vendor Phone:
480-898-1180 602-692-0899 480-450-2372
Bid
Activit Resour Description
Quantity Unit Plug Pric
UP
UP
UP
290
200480 4STRI
4" (EQUIVALENT) YELL
11,165.00 LF
0.500
0.150
0.200
0.200
292
200480 4STRI
4" (EQUIVALENT) WHIT 11,112.00 LF
0.500
0.150
0.200
0.200
294
200480 4STRI
RIGHT TURN ARROW
1.00 EA
200.000
185.000
365.000
200.000
296
200480 4STRI
LEFT TURN ARROW
2.00 EA
200.000
185.000
365.000
200.000
298
200480 4STRI
BIKE LANE ARROW
8.00 EA
200.000
185.000
365.000
185.000
300
200480 4STRI
BIKE LANE RIDER
8.00 EA
200.000
65.000
460.000
135.000
302
200480 4STRI
4" (EQUIVALENT) YELL
11,165.00 LF
1.000
0.510
0.650
0.400
304
230048 4STRI
4" (EQUIVALENT) WHIT 11,112.00 LF
1.000
0.510
0.650
0.400
306
200480 4STRI
COC DTL C-234 SPEED H
44.00 EA
200.000
175.000
181.020
185.000
Mobilization:
10,000.00
12,500.00
22,000.00
$ Adjustment:
12,000.00
2,001.00
3,120.00
Total Adjustments:
22,000.00
14,501.00
25,120.00
Totals:
46,015.50 46,957.82
49,096.33
49,786.20
Difference From Plug:
942.32
3,080.83
3,770.70
Total Minority:
Note:
A 'P' beside a price indicates a plug price.
Bold indicates that the vendor is selected.
Page 61 of 74
Franklin Striping, Inc.
2832 S. 45th Street
Phoenix, AZ 85040
Phone: (480) 898-1180
Fax: (480) 668-9688
QUOTE NO:
121324
ATTENTION:
ESTIMATING DEPARTMENT
PROJECT:
CITY OF CHANDLER WATER MAIN REPLACEMENT
PROJECT #
WA2203.401
DATE:
12/6/2024
LOCATION
ERIE ST & ALMA SCHOOL RD
ITEM NO.
SCOPE OF WORK
QUANTITY
UNIT
UNIT PRICE
TOTAL COST
4" EQUIV. YELLOW PAINT
11165
LF
$0.15
$1,674.75
4" EQUIV. WHITE PAINT
11112
LF
$0.15
$1,666.80
RIGHT TURN ARROW (PAINT)
1
EA
$60.00
$60.00
LEFT TURN ARROW (PAINT)
2
EA
$60.00
$120.00
BIKE GUY & ARROW (PAINT)
8
EA
$65.00
$520.00
4" EQUIV YELLOW THERMO (LL 60MIL/SL 90MIL)
11165
LF
$0.51
$5,694.15
4" EQUIV WHITE THERMO (LL 60MIL/SL 90MIL)
11112
LF
$0.51
$5,667.12
RIGHT TURN ARROW (THERMO) (EXTRUDED)
1
EA
$125.00
$125.00
LEFT TURN ARROW (THERMO) (EXTRUDED)
2
EA
$125.00
$250.00
SPEED HUMP CHEVRONS (TAPE)
44
EA
$175.00
$7,700.00
MOBILIZATION
2
EA
$1,000.00
$2,000.00
TOTAL
BID PRICE:
$25,477.82
*** ADDITIONAL MOBILIZATIONS WILL BE CHARGED AT $1000.00 EACH FOR STRIPING.
To schedule projects, email us at: scheduling@franklinstriping.com
DISCLAIMER:
Quantities shown above are an estimate only, actual field quantities installed will be used for billing purpose.
Excludes: Police Officer, Traffic control, barricades, signage, bonds, sales tax, permits, survey, sweeping, as builts,
water supply, dump site, shadow truck, diamond grinding, obliteration, slurry seal or sealer for obliteration
scarring, removal of curing compound from pccp & removal of chip seal markers.
Additional Mobilization Charges May Be Applied From Circumstances Beyond Our Control Which
Would Prohibit The Above Mentioned Work From Being Completed As Scheduled.
( i.e. UNMOVED VEHICLES, TRAILER, SPRINKLERS, OR EXCESSIVELY DIRTY AREAS ETC.)
**FSI REQUIRES 15 DAYS NOTICE PRIOR TO ANY PAVEMENT MARKING NEEDED**
** Contractor is to provide Striping Survey. Reference ADOT Standard Specifications 2021 Edition
** Sec.-925. Contractor to supply Survey Control points to be set every 50ft.
** If striping survey is not completed per ADOT Standard Specifications, a cost of $500.00/hour will be charged to layout.
** Franklin Striping Inc. will warranty the striping for 1 year.
All material is guaranteed to be as specified and preformed in accordance with the drawings and specifications
submitted for the above mentioned work and completed in a substantial workmanlike manner. Payment terms to
be NET 30. This proposal is valid for 60 days. Licensed and Bonded.
Lic No. 115703 & 238964
SINCERELY,
PHIL KOWALCZYK
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to
do the work as specified. Payment will be made as outlined above.
By:
PO#:
Page 62 of 74
Achen-Gardner Construction, LLC
Page
11
4134100-1 90% COC WTR MAIN RELOCATE GMP ESTIMATE
12/11/2024 14:29
*** Paul Ekstrom
Analyze Quotes
Folder:
SURVEY
SURVEY
Vendor Code:
EPSGROUP
RICKENG
Vendor Name:
EPS Group
Rick Engineeri
Vendor Phone:
480-503-2250
480-922-0780
Bid
Resour Description
Quantity Unit
Plug Pric
UP
UP
UP
100
4SURV CONSTRUCTION SURVEY
21,531.00 LF
9.560
5.950
6.790
110
4SURV CONSTRUCTION WORKIN
21,531.00 LF
0.484
2.000
1.440
Totals:
216,257.36
171,171.45
177,200.13
Difference From Plug:
-45,085.91
-39,057.23
Total Minority:
Note:
A 'P' beside a price indicates a plug price.
Bold indicates that the vendor is selected.
Page 63 of 74
1130 N. Alma School Road, Suite 120, Mesa, AZ 85201 | T: 480.503.2250 | F: 480.503.2258 | www.epsgroupinc.com
December 6, 2024
Aundreya Kraus
Achen-Gardner Construction
Re: City of Chandler Water Main Replacement
As requested, I am pleased to provide a proposal for construction staking services on the above
referenced project. I have prepared this proposal from GHD’s Civil Plans dated 05-24-24. I have
included the following to be considered as an express part of our agreement:
Attachment “A” – Scope of Services/Fee Schedule/Assumptions & Exclusions.
We look forward to continuing our working relationship with you and your company. If you
have any questions or concerns, please feel free to call me at your convenience at 480-206-1712 or
email me at derek.lundquist@epsgroupinc.com.
Sincerely,
Derek Lundquist
Survey Project Manager
EPS Group, Inc
Page 64 of 74
CONSTRUCTION STAKING SCOPE & FEE SCHEDULE FOR:
City of Chandler - Water Main Replacement
1
Calibration and Control
•
Calibrate site horizontally and vertically and produce horizontal control
sheet for staking project. Establish additional onsite control for use
during project.
$3,040
2
QA/QC
•
Provide point sheets, plans and calculations necessary for field crew to
perform layout and as-builts.
•
Check field data to ensure quality of work.
$8,325
3
Water
•
Stake alignment with a single offset at 50’ intervals and grade to invert.
•
Stake valves, horizontal/vertical bends, tees, caps, meters and tie-in
locations with a single offset and grade to invert.
•
Stake fire hydrants with a double offset and grade to finished grade.
•
Staking will be completed in 1000’ sections.
$20,900
4
As-Builts/GIS
• Provide civil as-built data per City of Peoria requirements onto
approved construction plans only.
• Landscape and Irrigation plan as-builts are not included.
• EPS will provide as-built drawings by digital copy only.
$43,000
TOTAL FEE, ABOVE SERVICES*
$75,265.00
*This is for information only. The project will be billed at a lump sum fee.
Page 65 of 74
Assumptions/Exclusions
1.
Please review this proposal carefully, as we have attempted to provide a complete Scope of
Services for your project. Any items requested to be staked during the course of construction,
but not listed in the Scope of Services, will be considered non-contract additional services.
Additional and re-staking services will be invoiced at our current hourly rate.
2.
Any questions regarding the accuracy of construction staking will not be considered unless the
Surveyor’s reference points and stakes are preserved intact in their original and undisturbed
state. The survey director/field supervisor must be notified immediately if any inaccuracy of
construction is suspected.
3.
A minimum 48 to 72-hour working day notice will be required for scheduling work.
4.
Contract staking, additional staking and re-staking services shall be performed on an “upon
request” basis, and must be approved by the General Contractor or Owner prior to their
request.
5.
All staking shall be performed one time only under the Fee Schedule, unless otherwise noted.
6.
The Surveyor shall coordinate directly with the General Contractor to determine offset distances
and lath markings, or if unavailable, the surveyor will use industry standards. The Surveyor shall
provide cut sheets to the General Contractor upon request.
7.
The General Contractor is responsible for scheduling as-builts with a 48-hour working day
notice. Utility as-builts must be obtained prior to backfill or they may have to be exposed or
potholed at a later date.
8.
This proposal is based on receiving digital data, i.e., CAD files from the Engineer of Record,
including PDF or a hard copy of the approved stamped plans.
9.
The General Contractor and his subcontractors shall maintain and use sets of approved plans at
the project site, and verify to the best of their ability the accuracy all stakes prior to
construction. The General Contractor and his subcontractors shall not be liable for the accuracy
of the Surveyor’s stakes unless disturbed prior to construction.
10.
Any changes in or additions to the Project within its general scope will result in a fee adjustment
or change order.
11.
This bid is for construction staking services only. The horizontal control portion of the services
does not include setting property corners unless EPS is the original Surveyor of Record for the
property, prior to the construction phase.
12.
This scope and fee proposal does not include Engineer’s Certifications, Substantial Completion
letters, filing of “Approval of Construction” (AOC), for water & sewer, etc. This task is not in the
purview of a Land Surveyor, but rather the Engineer of Record with no exceptions.
13.
Any and all ALTA Surveys, Topo Maps, Legal Descriptions, Record of Surveys, setting of property
pins is excluded in its entirety.
Page 66 of 74
Achen-Gardner Construction, LLC
Page
12
4134100-1 90% COC WTR MAIN RELOCATE GMP ESTIMATE
12/11/2024 14:29
*** Paul Ekstrom
Analyze Quotes
Folder:
SWPPP
SWPPP
Vendor Code:
TERRAFIRM OFFSITESWE
RDSTORMWA
Vendor Name:
Terra Firma L Off Site Sweepi R&D Storm Wa
Vendor Phone:
970-481-2521
480-272-6393
602-374-7560
Resourc Description
Quantity Unit
Plug Price
UP
UP
UP
4SWPE
SWPPP STABILIZED ENTRA
3.00 EA
2,850.000
2,875.000
2,900.000
2,850.000
4SWPIN SWPPP INSPECTIONS
22.00 EA
250.000
200.000
200.000
250.000
4SWPM SWPPP MOBILIZATION
6.00 EA
450.000
400.000
500.000
450.000
4SWPPL SWPPP PLAN
1.00 EA
2,450.000
1,450.000
2,000.000
2,450.000
4SWPR
SWPPP RAIN INSPECTIONS
5.00 EA
250.000
200.000
200.000
250.000
4SWPSI ADEQ SIGN
1.00 EA
750.000
450.000
400.000
750.000
4SWPS
SWPPP SOXX & INLET PROT
3.00 EA
10,120.000 10,120.000
10,120.000
10,120.000
4SWPW CONCRETE WASHOUT
12.00 EA
850.000
800.000
750.000
850.000
Totals:
61,760.00
58,285.00
58,860.00
61,760.00
Difference From Plug:
-3,475.00
-2,900.00
Total Minority:
Note:
A 'P' beside a price indicates a plug price.
Bold indicates that the vendor is selected.
Page 67 of 74
CUSTOMER:
QTY
1
DESCRIPTION
UNIT
UNIT PRICE
AMOUNT
Achen-Gardner
Construction
1
1 SWPPP Manual (GC responsible to file for NOI)
EA
$1,450.00
$1,450.00
TODAY'S DATE:
24
2 Routine Inspection (Bi-Weekly | 24 per year)
EA
$200.00
$4,800.00
11/12/24
6
3 Storm Event Inspection (Varies on routine frequency & weather)
EA
$200.00
$1,200.00
CUSTOMER ADDRESS:
1
4 AZPDES CGP Sign (Price may vary on Project Owner/City/County)
EA
$100.00
$100.00
2195 W Chandler Blvd
#200
1
5 Maricopa County Permit Sign (Price may vary on Project
Owner/City/County req. 5ac≥ disturbed)
EA
$350.00
$350.00
Chandler, AZ 85224
1125 7 8" HydroSock | Stakes sold separately
LF
$1.35
$1,518.75
PROJECT:
5
8 1"x2"x18" Wood Stake | 50 to a bundle
EA
$27.00
$135.00
CoC 4134100-01 Water
Main Replacement
20
9 Inlet Protection | 6 foot length
EA
$70.00
$1,400.00
PREPARED BY:
10
# Drop Inlet Protection | Fabric & secured
EA
$40.00
$400.00
Ayreson Burks
1
# Maintenance | Install est. per visit, prior approval by client
EA
$250.00
$250.00
PAYMENT TERMS:
1
# Delivery of Material | est. cost associated with this quote
EA
$150.00
$150.00
Net 30
0
# Street Sweeping
Pricing upon Req
0
# Water Truck
Pricing upon Req
0
# Concrete Washout | Straw Bale+Tarp+Perimeter Control
Pricing upon Req
Total:
$11,753.75
Quote for: CoC 4134100-01 Water Main Replacement
Terra Firma, LLC
PO Box 2745 Scottsdale, AZ 85252
970.481.2521 | ayreson@terrafirma.life
Terms & Conditions:
1. This proposal must be attached to any Subcontract or Purchase Order as an Exhibit.
2. Terms of this proposal will prevail over contract or PO documents in the event of conflicting verbiage.
3. Terra Firma, LLC must have a completed contract and/or PO# on file before commencing any services.
4. Quote is for original SWPPP install and does not include replacement of damaged or worn sediment/erosion control measures.
a. All Materials, labor, and equipment to be in AZPDES/NPDES permit compliance.
5. Number of inspections performed may vary from quoted amount.
a. Terra Firma, LLC shall bill only for the actual number of inspections, and material used/installed on project.
b. Storm Event inspections shall be billed at quoted unit price, and on a per occurrence basis.
c. Inspection recommendations for corrections will be approved by the permit holder/operator.
6. If this quote is not accepted within 30 days, Terra Firma, LLC reserves the right to modify prices, terms, and or quantities.
7. Quote excludes surveying, staking, permit costs.
8.Payment is Net 30 days.
a.In the event of failure to pay any amount when due, Terra Firma LLC, may immediately suspend work or terminate this agreement.
Page 68 of 74
Achen-Gardner Construction, LLC
Page
13
4134100-1 90% COC WTR MAIN RELOCATE GMP ESTIMATE
12/11/2024 14:29
*** Paul Ekstrom
Analyze Quotes
Folder:
TRUCKING
TRUCKING
Vendor Code:
GBTRUCKING ARIZONA HEA BUESINGCORP
Vendor Name:
GB Trucking
ARIZONA HEA Buesing Corp
Vendor Phone:
623-398-7178
602-233-3339
Description
Quantity Unit
Plug Price
UP
UP
UP
TRUCKING SUB SUPER 16 ONS
9,938.80 HR
135.000
133.350
146.250
Totals:
1,341,738.00 1,325,338.98
1,453,549.50
Difference From Plug:
-16,399.02
111,811.50
-1,341,738.00
Total Minority:
Note:
A 'P' beside a price indicates a plug price.
Bold indicates that the vendor is selected.
Page 69 of 74
Achen Gardner Construction, LLC.
2195 West Chandler Boulevard, Suite 200, Chandler, Arizona 85224
480-940-1300
www.achen.com
Request For Quotation
Today’s Date: 07/18/2024
To:
GB Trucking
5249 West Taro Lane
Glendale AZ 85308
(623) 398-7178
Attention:
Genci Brusha
gencibrusha@gmail.com
(623) 398-7178
Project:
CITY OF CHANDLER, CHANDLER HEIGHTS RD. IMPROVEMENT
Project Number:
ST1804.401
Owner:
City of Chandler
Owner Bid Date:
8/8/2024
Price Due to Achen: 8/5/2024
Please use the following link to download the documents related to this project:
https://achen.box.com/v/COCChandlerHghtsIMP
Please send quotes and/or questions regarding this project to the following:
Estimator:
PE
Email:
pekstrom@achen.com
Phone:
602.918.4931
TRUCKING
Client #
Description
Quantity
Units
Unit Price
2600310
HAUL & DUMP
TRASH/VEG
0
HR
2600120
REMOVE
SL,TS,SIGN,
FOUNDATIONS
0
HR
Page 70 of 74
2300100
PLACE & FINISH
12" ABC IN 2'
PATCH BACK 2
LIFTS
28
HR
2700941
HAUL & DUMP
PIPE/TRASH
0
HR
2600010
REMOVE AC
123
HR
2600020
REMOVE CURB
0
HR
2600210
REMOVE DITCH
LINING
0
HR
2600030
REMOVE
SIDEWALK/RAMP
4"-6"
0
HR
2600040
REMOVE 8" OR
GREATER
CONCRETE
0
HR
2600130
REMOVE
CONC/CMU WALL
AND FOOTING
0
HR
2600130
REMOVE
CONC/CMU WALL
AND FOOTING
0
HR
2703054
HAUL & DUMP
SPOILS
0
HR
2704006
HAUL & DUMP
SPOILS
0
HR
2700940
HAUL & DUMP
PIPE/TRASH
0
HR
2700940
HAUL & DUMP
PIPE/TRASH
0
HR
2710100
HAUL & DUMP
SPOILS
0
HR
2701008
HAUL & DUMP
SPOILS
0
HR
2710180
HAUL & DUMP
SPOILS
0
HR
2710180
HAUL & DUMP
SPOILS
0
HR
2709012
HAUL & DUMP
SPOILS
0
HR
2709018
HAUL & DUMP
SPOILS
0
HR
2709024
HAUL & DUMP
SPOILS
0
HR
2709024
HAUL & DUMP
SPOILS
0
HR
Page 71 of 74
$120.00
$120.00
2709024
HAUL & DUMP
SPOILS
0
HR
2710161
HAUL & DUMP
SPOILS
0
HR
Project Information:COC CHANDLER HEIGHTS IMPROVEMENTS, GILBERT TO VAL VISTA. FEDERAL
FUNDED, REQUIRING CERTIFIED PAYROLL. FED PROJECT #CHN-0(244)D. ADOT PROJECT #T0203 01C
Location: CITY OF CHANDLER, CHANDLER HEIGHTS ROAD, FROM GILBERT RD TO VAL VISTA DRIVE
Anticipated NTP:APPROX. 10/07/2024
Hold Pricing Through: 3RD QUARTER 2025
Page 72 of 74
Achen-Gardner Construction, LLC
Page
14
4134100-1 90% COC WTR MAIN RELOCATE GMP ESTIMATE
12/11/2024 14:29
*** Paul Ekstrom
Analyze Quotes
Folder:
UG SUB
UG SUB
Vendor Code:
RKSPLUMB
Vendor Name:
RKS Plumbi
Vendor Phone:
602-996-1866
Bid
Activit Resour Description
Quantity Unit Plug Pric
UP
UP
UP
390
200520 4UGSU PRIVATE SERVICES (CU
1.00 LS 922,606.000
988,500.000
Bond:
20,173.47
Totals:
922,606.00
1,008,673.47
Difference From Plug:
86,067.47
Total Minority:
Note:
A 'P' beside a price indicates a plug price.
Bold indicates that the vendor is selected.
Page 73 of 74
From:
Matt Fallon
To:
Paul Ekstrom; Christie Hall; Abigail Goode; Cody Nunez; Jacob Gamboa; Bryan Mueller
Cc:
Nich Stachel; Stephen Sornsin; Gabriel Guerrero
Subject:
COC private services
Date:
Wednesday, December 4, 2024 6:27:49 PM
Per meeting discussions please see below for updated pricing for this site. Contact me Thursday
with any questions. I believe this covers everything we discussed today.
Our pricing for private services for volume 2 red line plans is $988,500.00.
PEX A pipe to be installed. Fittings to be shark bite type with wrapping of joints.
Tracer wire to be installed per plan notes.
Bottom of trench 26”-28”. No sand bedding. Top of pipe to be 24”minumum from grade.
Backfill first 6” with sand. Remove excess dirt from site.
Walk behind trencher to be used. 4” wide trench. Compact as necessary.
Bore per plans if possible. Bore and receiver pit to be 3’x3’ if possible.
Sleeve only per specific pages.
Boring will not be done if crossing of utilities appears to be a safety issue.
Remove and replace hardscape as needed per plans.
Joint to joint cutting only if noted on specific plan page.
Badging is required and RKS to be compensated.
This price excludes taxes, bonds, and permits.
Excludes removing or replacing landscaping trees, bushes, sod replacement, arborist, stump
grinding.
Excludes removal and replacing of artificial turf.
Excludes boring per mag standards.
Excludes private locator.
Excludes asphalt repairs.
Excludes moving or relocating private property.
Excludes video of properties.
Page 74 of 74