Agreement

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PROFESSIONAL SERVICES AGREEMENT 
Design Services 
WALL STREET IMPROVEMENTS 
Project No. CA2202.201 
Council Date: September 22, 2022       
 Item No. 
This Agreement (“Agreement”) is made and entered into on the ______ day of_________________, 2022 
(“Effective Date”), by and between City of Chandler, an Arizona municipal corporation, ("City''), 
and 
Wood 
Environment 
& 
Infrastructure 
Solutions, 
Inc., 
a 
Nevada 
corporation, ("Consultant") (City and Consultant may individually be referred to as “Party” 
and collectively referred to as “Parties”). 
RECITALS 
A. City proposes to engage Consultant to provide Design Services for WALL STREET
IMPROVEMENTS project as more fully described in Exhibit "A", which is attached to and made
a part of this Agreement by this reference.
B. Consultant is ready, willing, and able to provide the services described in Exhibit “A” for
the compensation and fees set forth and as described in Exhibit ”B”, which is attached to
and made a part of this Agreement by this reference.
C. City desires to enter into an Agreement with Consultant to provide these services under
the terms and conditions set forth in this Agreement.
AGREEMENT 
NOW, THEREFORE, in consideration of the premises and the mutual promises contained in this 
Agreement, City and Consultant agree as follows: 
SECTION I--CONSULTANT’S SERVICES 
Consultant must perform the services described in Exhibit “A” to City’s satisfaction within the 
terms and conditions of this Agreement and within the care and skill that a person who 
provides similar services in Chandler, Arizona exercises under similar conditions. All work or 
services furnished by Consultant under this Agreement must be performed in a skilled and 
workmanlike manner.  All fixtures, furnishings, and equipment furnished by Consultant as 
part of the work or services under this Agreement must be new, or the latest model, and of

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the most suitable grade and quality for the intended purpose of the work or service. 
SECTION II--PERIOD OF SERVICE 
Consultant must perform the services described in Exhibit “A” for the term of this 
Agreement.  Unless amended in writing by the Parties, the Agreement term expires 150 
calendar days after the Notice to Proceed (NTP) Date. 
SECTION III--PAYMENT OF COMPENSATION AND FEES 
Unless amended in writing by the Parties, Consultant’s compensation and fees as more fully 
described in Exhibit “B” for performance of the services approved and accepted by City 
under this Agreement must not exceed $152,330.69 for the full term of the Agreement. 
Consultant may not increase any compensation or fees under this Agreement without the 
City’s prior written consent. Consultant must submit monthly requests for payment of 
services approved and accepted during the previous billing period and must include, as 
applicable, detailed invoices and receipts, a narrative description of the tasks accomplished 
during the billing period, a list of any deliverables submitted, and any subconsultant’s or 
supplier’s actual requests for payment plus similar narrative and listing of their work. 
Consultant must submit an Application and Certification for Payment Sheet with the monthly 
request for payment to: CapitalProjects.Payables@chandleraz.gov. Payment for those 
services negotiated as a lump sum will be made in accordance with the percentage of the 
work completed during the preceding billing period. Services negotiated as a not-to-exceed 
fee will be paid in accordance with the work effort expended on the service during the 
preceding month. All requests for payment must be submitted to City for review and 
approval. City will make payment for approved and accepted services within 30 calendar days 
of City’s receipt of the request for payment. Consultant bears all responsibility and liability for 
any and all tax obligations that result from Consultant’s performance under this Agreement.  
SECTION IV--CITY'S OBLIGATIONS 
As part of Consultant’s services under this Agreement, City will provide furnished items, 
services, or obligations as detailed in Exhibit “D”. 
SECTION V--GENERAL CONDITIONS 
5.1 Notices. Unless otherwise provided herein, demands under this Agreement must be in 
writing and will be deemed to have been duly given and received either (a) on the date of 
service if personally served on the party to whom notice is to be given, or (b) on the third day 
after the date of the postmark of deposit by first class United States mail, registered or 
certified, postage prepaid and properly addressed as follows:

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To City: 
City of Chandler - Public Works & Utilities Department 
Attn:  CIP City Engineer 
P.O. Box 4008, Mail Stop 407 
Chandler, AZ 85244-4008 
Phone:  480-782-3349  
  Email:  kimberly.moon@chandleraz.gov 
With a copy to: 
City of Chandler - Public Works & Utilities Department 
Attn: Hafiz Noor, Project Manager 
P.O. Box 4008, Mail Stop 407, Chandler, AZ 85244-4008 
Phone: 480-782-3324  
   Email: hafiz.noor@chandleraz.gov 
To Consultant: 
LEGAL COMPANY NAME: 
Wood Environmental & Infrastructure 
Solutions, Inc. 
Mailing Address: 
4600 E. Washington Street, Ste 600, Phoenix, AZ 
85034 
Physical Address:  
Statutory Agent Name: United Agent Group Inc. 
Statutory Agent Mailing Address: 
2985 Gordy Parkway, 1st Floor, 
Marietta, GA 30066 
Statutory Agent Physical Address: 
CONSULTANT’S AUTHORIZED PROJECT REPRESENTATIVE 
Name: 
Rod Penniman 
Title: 
Senior Project Manager 
Phone: 480-406-8552
Email: 
Rod.penniman@woodplc.com 
5.2 Records/Audit. Records of Consultant’s direct personnel payroll, reimbursable expenses 
pertaining to this Agreement and records of accounts between City and Consultant must be 
kept on the basis of generally accepted accounting principles and must be made available to 
City and its auditors for up to three years following City’s final acceptance of the services 
under this Agreement (this requirement is increased to five years if construction of this 
project is federally funded). City, its authorized representative, or any federal agency, 
reserves the right to audit Consultant’s records to verify the accuracy and appropriateness of 
all cost and pricing data, including data used to negotiate this Agreement and any 
amendments. City reserves the right to decrease the total amount of Agreement price or 
payments made under this Agreement or request reimbursement from Consultant following 
final Agreement payment on this Agreement if, upon audit of Consultant’s records, the audit 
discloses Consultant has provided false, misleading, or inaccurate cost and pricing data. 
Consultant will include a similar provision in all of its Agreements with subconsultants who

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provide services under the Agreement to ensure that City, its authorized representative, or 
the appropriate federal agency, has access to the subconsultants’ records to verify the 
accuracy of all cost and pricing data. City reserves the right to decrease Agreement price or 
payments made on this Agreement or request reimbursement from Consultant following 
final payment on this Agreement if the above provision is not included in subconsultant 
agreements, and one or more subconsultants refuse to allow City to audit their records to 
verify the accuracy and appropriateness of all cost and pricing data. If, following an audit of 
this Agreement, the audit discloses Consultant has provided false, misleading, or inaccurate 
cost and pricing data, and the cost discrepancies exceed 1% of the total Agreement billings, 
Consultant will be liable for reimbursement of the reasonable, actual cost of the audit. 
5.3 Alteration in Character of Work. Whenever an alteration in the character of work results 
in a substantial change in this Agreement, thereby materially increasing or decreasing the 
scope of services, cost of performance, or Project schedule, the work will be performed as 
directed by City. However, before any modified work is started, a written amendment must 
be approved and executed by City and Consultant. Such amendment must not be effective 
until approved by City. Additions to, modifications, or deletions from this Agreement as 
provided herein may be made, and the compensation to be paid to Consultant may 
accordingly be adjusted by mutual agreement of the Parties. It is distinctly understood and 
agreed that no claim for extra services or materials furnished by Consultant will be allowed 
by City except as provided herein, nor must Consultant do any work or furnish any materials 
not covered by this Agreement unless such work is first authorized in writing. Any such work 
or materials furnished by Consultant without prior written authorization will be at 
Consultant’s own risk, cost, and expense, and Consultant hereby agrees that without written 
authorization Consultant will make no claim for compensation for such work or materials 
furnished. 
5.4 Termination. City and Consultant hereby agree to the full performance of the covenants 
contained herein, except that City reserves the right, at its discretion and without cause, to 
terminate or abandon any service provided for in this Agreement, or abandon any portion of 
the Project for which services have been performed by Consultant. In the event City abandons 
or suspends the services, or any part of the services as provided in this Agreement, City will 
notify Consultant in writing and immediately after receiving such notice, Consultant must 
discontinue advancing the work specified under this Agreement. Upon such termination, 
abandonment, or suspension, Consultant must deliver to City all drawings, plans, 
specifications, special provisions, estimates and other work entirely or partially completed, 
together with all unused materials supplied by City. Consultant must appraise the work 
Consultant has completed and submit Consultant’s appraisal to City for evaluation. City may 
inspect Consultant’s work to appraise the work completed. Consultant will receive 
compensation in full for services performed to the date of such termination. The fee will be 
paid in accordance with Section Ill of this Agreement, and as mutually agreed upon by 
Consultant and City. If there is no mutual agreement on payment, the final determination will 
be made in accordance with the "Disputes" provision in this Agreement. However, in no event 
may the fee exceed the fee set forth in Section Ill of this Agreement nor as amended in 
accordance with Section "Alteration in Character of Work." City will make the final payment 
within 60 days after Consultant has delivered the last of the partially completed items and 
the Parties agree on the final fee. If City is found to have improperly terminated the

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Agreement for cause or default, the termination will be converted to a termination for 
convenience in accordance with the provisions of this Agreement. 
5.5 Indemnification. To the extent permitted by law, the Consultant ("lndemnitor") must 
indemnify, save and hold harmless City and its officers, officials, agents and employees 
("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) ("Claims") caused or alleged to be caused, in whole or in part, by the wrongful, 
negligent or willful acts, or errors or omissions of Consultant or any of its owners, officers, 
directors, agents, employees, or subconsultants in connection with this Agreement. This 
indemnity includes any claim or amount arising out of or recovered under workers' 
compensation law or on account of the failure of Consultant to conform to any federal, state 
or local law, statute, ordinance, rule, regulation or court decree. Consultant must indemnify 
lndemnitee from and against any and all Claims, except those arising solely from 
lndemnitee's own negligent or willful acts or omissions. Consultant is responsible for primary 
loss investigation, defense and judgment costs where this indemnification applies. In 
consideration of the award of this Agreement, Consultant agrees to waive all rights of 
subrogation against lndemnitee for losses arising from or related to this Agreement. The 
obligations of Consultant under this provision survive the termination or expiration of this 
Agreement. 
5.6 Insurance Requirements. Consultant must procure insurance under the terms and 
conditions and for the amounts of coverage set forth in Exhibit “C” against claims that may 
arise from or relate to performance of the work under this Agreement by Consultant and its 
agents, representatives, employees, and subconsultants. Consultant and any subconsultant 
must maintain this insurance until all of their obligations have been discharged, including any 
warranty periods under this Agreement. These insurance requirements are minimum 
requirements for this Agreement and in no way limit the indemnity covenants contained in 
this Agreement. City in no way warrants that the minimum limits stated in Exhibit “C” are 
sufficient to protect Consultant from liabilities that might arise out of the performance of the 
work under this Agreement by Consultant, Consultant’s agents, representatives, employees, 
or subconsultants. Consultant is free to purchase such additional insurance as may be 
determined necessary. 
5.7 Cooperation and Further Documentation. Consultant agrees to provide City such other 
duly executed documents as may be reasonably requested by City to implement the intent 
of this Agreement. 
5.8 Successors and Assigns. City and Consultant each bind itself, its partners, successors, 
assigns, and legal representatives to the other party to this Agreement and to the partners, 
successors, assigns, and legal representatives of such other party in respect to all covenants 
of this Agreement. Neither City nor Consultant may assign, sublet, or transfer its interest in 
this Agreement without the written consent of the other party. In no event may any 
contractual relation be created between any third party and City. 
5.9 Disputes. In any dispute arising out of an interpretation of this Agreement or the duties 
required not disposed of by agreement between Consultant and City, the final determination

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at the administrative level will be made by City Engineer. 
5.10 Completeness and Accuracy of Consultant’s Work. Consultant must be responsible for 
the completeness and accuracy of Consultant’s services, data, and other work prepared or 
compiled under Consultant’s obligation under this Agreement and must correct, at 
Consultant’s expense, all willful or negligent errors, omissions, or acts that may be discovered. 
Correction of errors disclosed and determined to exist during any construction of the project on 
architectural or engineering drawings and specifications must be accomplished by Consultant.  
The cost of the design necessary to correct those errors attributable to Consultant and any 
damage incurred by City as a result of additional construction costs caused by such engineering 
or architectural errors will be chargeable to Consultant and will not be considered a cost of the 
Work.  The fact that City has accepted or approved Consultant’s work will in no way relieve 
Consultant of any of Consultant’s responsibilities. 
5.11 Reporting. Written monthly reports, along with updated work schedules, will be made by 
Consultant in the format prescribed by City.  These reports will be delivered to City per schedule.  
When requested by City, Consultant will attend Council meetings and provide finished documents 
including correspondence for Council action, supporting charts, graphs, drawings and colored 
slides of same. 
5.12 Withholding Payment. City reserves the right to withhold funds from Consultant’s 
payments up to the amount equal to the claims City may have against Consultant until such 
time that a settlement on those claims has been reached. 
5.13 City's Right of Cancellation. The Parties acknowledge that this Agreement is subject to 
cancellation by City under the provisions of Section 38-511, Arizona Revised Statutes (A.R.S.). 
5.14 Independent Consultant. For this Agreement Consultant constitutes an independent 
contractor. Any provisions in this Agreement that may appear to give City the right to direct 
Consultant as to the details of accomplishing the work or to exercise a measure of control 
over the work means that Consultant must follow the wishes of City as to the results of the 
work only. These results must comply with all applicable laws and ordinances. 
5.15 Project Staffing. Prior to the start of any work under this Agreement, Consultant must 
submit to City detailed resumes of key personnel that will be involved in performing services 
prescribed in the Agreement. City hereby acknowledges its acceptance of such personnel to 
perform services under this Agreement. At any time hereafter that Consultant desires to 
change key personnel while performing under the Agreement, Consultant must submit the 
qualifications of the new personnel to City for prior approval. Key personnel include, but are 
not limited to, principals-in-charge, project manager, and project Consultant. Consultant will 
maintain an adequate and competent staff of qualified persons, as may be determined by 
City, throughout the performance of this Agreement to ensure acceptable and timely 
completion of the Scope of Services. If City objects, with reasonable cause, to any of 
Consultant’s staff, Consultant must take prompt corrective action acceptable to City and, if 
required, remove such personnel from the Project and replace with new personnel agreed to 
by City.

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5.16 Consultants or Subconsultants. Prior to beginning the work, Consultant must furnish City 
for approval the names of consultants or subconsultants to be used under this Agreement. 
Any subsequent changes are subject to City’s written prior approval. 
5.17 Force Majeure. If either party is delayed or prevented from the performance of any act 
required under this Agreement by reason of acts of God or other cause beyond the control 
and without fault of the Party (financial inability excepted), performance of that act may be 
excused, but only for the period of the delay, if the Party provides written notice to the other 
Party within ten days of such act. The time for performance of the act may be extended for a 
period equivalent to the period of delay from the date written notice is received by the other 
Party. 
5.18 Compliance with Federal Laws. Consultant understands and acknowledges the 
applicability of the Americans with Disabilities Act, the Immigration Reform and Control Act 
of 1986 and the Drug Free Workplace Act of 1989 to it. Consultant agrees to comply with these 
laws in performing this Agreement and to permit City to verify such compliance. 
5.19 No Israel Boycott. By entering into this Agreement, Consultant certifies that Consultant 
is not currently engaged in, and agrees for the duration of the Agreement, not to engage in a 
boycott of Israel as defined by state statute. 
5.20 Legal Worker Requirements. A.R.S. § 41-4401 prohibits City from awarding an Agreement 
to any consultant who fails, or whose subconsultants fail, to comply with A.R.S. § 23-214(A). 
Therefore, Consultant agrees Consultant and each subconsultant it uses warrants their 
compliance with all federal immigration laws and regulations that relate to their employees 
and their compliance with § 23-214, subsection A. A breach of this warranty will be deemed a 
material breach of the Agreement and may be subject to penalties up to and including 
termination of the Agreement. City retains the legal right to inspect the papers of any 
Consultant’s or subconsultant’s employee who provides services under this Agreement to 
ensure that Consultant and subconsultants comply with the warranty under this provision. 
5.21 Lawful Presence Requirement. A.R.S. §§ 1-501 and 1-502 prohibit City 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 that 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. 
5.22 Covenant Against Contingent Fees. Consultant 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 the Chandler City Council, or any City employee has any interest, financially, or 
otherwise, in Consultant’s firm. For breach or violation of this warrant, City may annul this 
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.

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5.23 Non-Waiver Provision. The failure of either Party to enforce any of the provisions of this 
Agreement 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 must it affect the validity of this 
Agreement or any part thereof, or the right of either Party to thereafter enforce each and 
every provision. 
5.24 Disclosure of Information Adverse to City’s Interests. To evaluate and avoid potential 
conflicts of interest, Consultant must provide written notice to City, as set forth in this Section, 
of any work or services performed by Consultant for third parties that may involve or be 
associated with any real property or personal property owned or leased by City. Such notice 
must be given 7 business days prior to commencement of the services by Consultant for a 
third party, or 7 business days prior to an adverse action as defined below. Written notice 
and disclosure must be sent in accordance with Section 6.7 above.  An adverse action under 
this Agreement includes, but is not limited to: (a) using data as defined in the Agreement 
acquired in connection with this Agreement to assist a third party in pursuing administrative 
or judicial action against City; or (b) testifying or providing evidence on behalf of any person 
in connection with an administrative or judicial action against City; or (c) using data to produce 
income for Consultant or its employees independently of performing the services under this 
Agreement, without the prior written consent of City. Consultant represents that except for 
those persons, entities, and projects identified to City, the services performed by Consultant 
under this Agreement are not expected to create an interest with any person, entity, or third 
party project that is or may be adverse to City’s interests. Consultant’s failure to provide a 
written notice and disclosure of the information as set forth in this Section constitute a 
material breach of this Agreement. 
5.25 Data Confidentiality and Data Security. As used in the Agreement, "data" means all 
information, whether written or verbal, including plans, 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 Consultant or its subconsultants in 
the performance of this Agreement. The Parties agree that all data, regardless of form, 
including originals, images, and reproductions, prepared by, obtained by, or transmitted to 
Consultant or its subconsultants in connection with Consultant’s or its subconsultant’s 
performance of this Agreement is confidential and proprietary information belonging to City. 
Except as specifically provided in this Agreement, Consultant or its subconsultants must not 
divulge data to any third party without City’s prior written consent. Consultant or its 
subconsultants must not use the data for any purposes except to perform the services 
required under this Agreement. These prohibitions do not apply to the following data 
provided to Consultant or its subconsultants have first given the required notice to City: (a) 
data which was known to Consultant or its subconsultants prior to its performance under this 
Consultant or its subconsultants by a third party, who to the best of Consultant’s or its 
subconsultants’ knowledge and belief, had the legal right to make such disclosure and 
Consultant or its subconsultants 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 Consultant or its subconsultants are subject. In the event Consultant or its 
subconsultants are required or requested to disclose data to a third party, or any other 
information to which Consultant or its subconsultants became privy as a result of any other

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Agreement with City, Consultant must first notify City as set forth in this Section of the request 
or demand for the data. Consultant or its subconsultants 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. All data must 
continue to be subject to the confidentiality agreements of this Agreement. Consultant or its 
subconsultants assume all liability to maintain the confidentiality of the data in its possession 
and agrees to compensate City if any of the provisions of this Section are violated by 
Consultant, its employees, agents or subconsultants. Solely for the purposes of seeking 
injunctive relief, it is agreed that a breach of this Section must be deemed to cause irreparable 
harm that justifies injunctive relief in court. Consultant agrees that the requirements of this 
Section must be incorporated into all subagreements entered into by Consultant. A violation 
of this Section may result in immediate termination of this Agreement without notice. 
5.26 Personal Identifying Information-Data Security. Personal identifying information, 
financial account information, or restricted City information, whether electronic format or 
hard copy, must be secured and protected at all times by Consultant or its subconsultants. At 
a minimum, Consultant or its subconsultants must encrypt or password-protect electronic 
files. This includes data saved to laptop computers, computerized devices, or removable 
storage devices. When personal identifying information, financial account information, or 
restricted City information, regardless of its format, is no longer necessary, the information 
must be redacted or destroyed through appropriate and secure methods that ensure the 
information cannot be viewed, accessed, or reconstructed. In the event that data collected or 
obtained by Consultant or its subconsultants in connection with this Agreement is believed 
to have been compromised, Consultant or its subconsultants must immediately notify City 
contact. Consultant agrees to reimburse City for any costs incurred by City to investigate 
potential breaches of this data and, where applicable, the cost of notifying individuals who 
may be impacted by the breach. Consultant agrees that the requirements of this Section must 
be incorporated into all subcontracts entered into by Consultant. It is further agreed that a 
violation of this Section must be deemed to cause irreparable harm that justifies injunctive 
relief in court. A violation of this Section may result in immediate termination of this 
Agreement without notice. The obligations of Consultant or its subconsultants under this 
Section must survive the termination of this Agreement. 
5.27 Jurisdiction and Venue. This Agreement is made under and must 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 action to enforce any provision of this 
Agreement or to obtain any remedy with respect hereto must be brought in the courts 
located in Maricopa County, Arizona, and for this purpose, each Party hereby expressly and 
irrevocably consents to the jurisdiction and venue of such court. 
5.28 Survival. All warranties, representations, and indemnifications by Consultant must 
survive the completion or termination of this Agreement. 
5.29 Modification. Except as expressly provided herein to the contrary, no supplement, 
modification, or amendment of any term of this Agreement will be deemed binding or 
effective unless in writing and signed by the Parties.

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5.30 Severability. If any provision of this Agreement or the application to any person or 
circumstance may be invalid, illegal or unenforceable to any extent, the remainder of this 
Agreement and the application will not be affected and will be enforceable to the fullest 
extent permitted by law. 
5.31 Integration. This Agreement contains the full agreement of the Parties. Any prior or 
contemporaneous written or oral agreement between the Parties regarding the subject 
matter is merged and superseded. 
5.32 Time is of the Essence. Time of each of the terms, covenants, and conditions of this 
Agreement is hereby expressly made of the essence. 
5.33 Date of Performance. If the date of performance of any obligation or the last day of any 
time period provided for should fall on a Saturday, Sunday, or holiday for City, the obligation 
will be due and owing, and the time period will expire, on the first day after which is not a 
Saturday, Sunday or legal City holiday. Except as may otherwise be set forth in this 
Agreement, any performance provided for herein will be timely made if completed no later 
than 5:00 p.m. (Chandler time) on the day of performance. 
5.34 Third Party Beneficiary. Nothing under this Agreement will be construed to give any 
rights or benefits in the Agreement to anyone other than City and Consultant, and all duties 
and responsibilities undertaken pursuant to this Agreement will be for the sole and exclusive 
benefit of City and Consultant and not for the benefit of any other party. 
5.35 Conflict in Language. All work performed must conform to all applicable City of Chandler 
codes, ordinances, and requirements as outlined in this Agreement. If there is a conflict in 
interpretation between provisions in this Agreement and those in Exhibit "A", the provisions 
in this Agreement prevail. 
5.36 Document/Information Release. Documents and materials released to Consultant, 
which are identified by City as sensitive and confidential, are City’s property. The 
document/material must be issued by and returned to City upon completion of the services 
under this Agreement. Consultant secondary distribution, disclosure, copying, or duplication 
in any manner is prohibited without City’s prior written approval. The document/material 
must be kept secure at all times. This directive applies to all City documents, whether in 
photographic, printed, or electronic data format.  
5.37 Exhibits. The following exhibits are made a part of this Agreement and are incorporated 
by reference: 
Exhibit A - Scope of Services / Schedule 
Exhibit B - Compensation and Fees 
Exhibit C - Insurance Requirements 
Exhibit D - Special Conditions 
Exhibit E – Federal Requirements (if applicable) 
5.38 Special Conditions. As part of the services Consultant provides under this Agreement, 
Consultant agrees to comply with and fully perform the special terms and conditions set forth

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in Exhibit “D”, which is attached to and made a part of this Agreement. 
5.39 Non-Discrimination and Anti-Harassment Laws. Consultant must comply with all 
applicable City, state, and federal non-discrimination and anti-harassment laws, rules, and 
regulations. 
5.40 Licenses and Permits. Beginning with the Effective Date and for the full term of this 
Agreement, Consultant must maintain all applicable City, state, and federal licenses and 
permits required to fully perform Consultant’s services under this Agreement. 
5.41 Warranties. Consultant must furnish a one-year warranty on all work and services 
performed under this Agreement. Consultant must furnish, or cause to be furnished, a two-
year warranty on all fixtures, furnishings, and equipment furnished by Consultant, 
subconsultants or suppliers under this Agreement. Any defects in design, workmanship, or 
materials that do not comply with this Agreement must be corrected by Consultant (including, 
but not limited to, all parts and labor) at Consultant’s sole cost and expense. All written 
warranties and redlines for as-built conditions must be delivered to City on or before City’s 
final acceptance of Consultant’s services under this Agreement.  
5.42 Cooperative Purchasing Agreement (S.A.V.E. – Strategic Alliance for Volume 
Expenditures).  In addition to City of Chandler and with the approval of Consultant, this 
Agreement may be extended for use by other municipalities, school districts, and government 
agencies of the State.  Any such usage by other entities must be in accordance with the 
ordinance, charter, or procurement rules and regulations of the respective political entity.   
5.43 Budget Approval into Next Fiscal Year.  This Agreement will commence on the Effective 
Date and continue in full force and effect until it is terminated or expires in accordance with 
the provisions of this Agreement.  The Parties recognize that the continuation of this 
Agreement after the close of the City's fiscal year, which ends on June 30 of each year, is 
subject to the City Council's approval of a budget that includes an appropriation for this item 
as an expenditure.  The City does not represent that this budget item will be actually adopted. 
This determination is solely made by the City Council. 
SIGNATURE PAGE TO FOLLOW

Project Name: WALL STREET IMPROVEMENTS 
Page 12 
Project No.: CA2202.201
 Rev. 7/20/2022 
 
This Agreement will be in full force and effect only when it has been approved and executed 
by the duly authorized City officials. 
IN WITNESS WHEREOF, the Parties have executed this Agreement as of the Effective Date. 
“CITY” CITY OF CHANDLER 
MAYOR 
RECOMMENDED BY: 
Kimberly Moon, P.E. 
CIP City Engineer   
APPROVED AS TO FORM: 
City Attorney 
ATTEST: 
 City Clerk 
 Seal 
“CONSULTANT” 
Wood Environment & Infrastructure 
Solutions, Inc. 
Signature 
 Date 
Print Name 
Title 
Signer Email Address 
8/30/2022
Richard D. Yano
Transportation Service Line Leader
dick.yano@woodplc.com

Project Name: WALL STREET IMPROVEMENTS 
Page A-1 
Project No.: CA2202.201 
Rev. 7/20/2022 
EXHIBIT “A” 
SCOPE OF SERVICES/SCHEDULE

1 
WALL STREET IMPROVEMENTS 
EXHIBIT “A” 
SCOPE OF SERVICES/SCHEDULE 
1. PROJECT DESCRIPTION & SCOPE OF CONSTRUCTION:
1.1 
Consultant will provide services for the design, and development of construction 
documents for the development of Wall Street Improvements, located at Wall 
Street, between Chicago Street and Frye Road, Chandler, Arizona, all as more 
specifically described herein below.  
1.2 
The facility design may include, but not be limited to, areas for activities such as: 
topographic survey, utility coordination, preparation of APS easements, 
stakeholder coordination, pavement design, geotechnical investigation, detailed 
design, design coordination including progress status, coordination and submittal 
meetings, and submittal reviews required to complete construction documents 
for the Wall Street Improvements. 
1.3 
The project design  budget is $152,330.69.  All design and delivering design 
documents of the project will be completed within this budget. 
1.4 
Consultant will provide all design services for the Project including, but not limited 
to, normal civil, landscape architecture, geotechnical, and electrical engineering 
services. 
2. ASSIGNMENT:
2.1 
The design contract has been awarded to an engineer based on their proposed
personnel and specified consultants. Any deviations or substitutions of these 
team members will be pre-approved in writing by City.  Those persons listed in 
Exhibit B will perform those portions of the work listed therein. 
3. PROJECT SCHEDULE:
3.1 
Consultant will perform the services within the times set forth in the Production
Schedule included herein and made a part hereof by reference.  
3.2 
Consultant will adhere to the Production Schedule described herein and such 
schedule may not be modified or deviated from without written consent of City. 
Consultant will revise and submit for review an updated schedule whenever it is

2 
 
demonstrated that the time for completion of the Project Design or of any of the 
partial completion points listed in the schedule is delayed by two weeks or more.  
Such adjusted schedule will include a written explanation stating the reasons for 
the change and a plan for getting back on schedule. Consultant will take all 
reasonable actions necessary to get the project back on schedule and City will 
cooperate to assist Consultant. 
 
4. QUALITY CONTROL:  
 
4.1 
Consultant will institute and comply with the Design Quality Control Plan attached 
hereto and made a part hereof by reference.   
 
4.2 As a part of the project design Consultant will develop a quality control plan for the 
design phase.  
 
5. PRELIMINARY RESEARCH: 
 
5.1 
As and for preliminary research before preparing the project design, Consultant 
will:   
 
a. Perform a Document search for survey ties and benchmarks. 
b. Consultant will provide a survey of the project area that includes complete 
topographical and property data of the immediate site. Design will utilize 
established City of Chandler benchmarks and reference locations of 
benchmarks on the plans. Clearly define the benchmark location and elevation 
that will be utilized for construction of this facility. 
 
6. UTILITY/AGENCY COORDINATION: 
 
6.1 
Coordination with utility companies and agencies will be in accordance with the 
latest version of the “Public Improvement Project Guide” (PIPG). 
 
6.2 
Consultant will identify utility conflicts during the initial stages of the design 
process. 
 
6.3 
Consultant will coordinate the design and installation of the utilities, which 
includes, but is not limited to, services for electric, communications, water, storm 
drainage, irrigation, and sanitary systems, etc. 
6.4 
Easements for these utilities will be identified early in the design stage of the 
project and necessary information provided to City’s Real Estate Department to 
allow City to complete acquisition during the design phase.

3 
 
6.5 
Engineers employed by consultant will provide the legal descriptions for up to five 
(5) APS easements. 
 
6.6 
Consultant will submit 60% and 90% plans, specifications, and design calculations 
to utilities for review and use during their design for their service improvements 
or any necessary relocations. 
 
6.7 
Consultant will conduct up to four utility coordination meetings to coordinate 
relocations with utility providers in the project area and establish relocation 
schedules. 
 
6.8 
Consultant will follow-up with the final design submittal for utility construction and 
coordination with the bid documents.  
 
7. GEOTECHNICAL INVESTIGATION: 
 
7.1 
Consultant will perform all soil and pavement borings necessary to complete their 
work: 
 
a. Consultant will perform two soil borings, one 5-foot-deep boring for the 
pavement design and one 35-foot-deep boring for the monument foundation 
design.  
b. Consultant will perform a pavement design analysis as per the City 
requirements. 
c. Consultant will perform a foundation design analysis as per the City 
requirements.  
d. Consultant will prepare a Technical Memorandum summarizing the results of 
the field investigation, the pavement design, and the monument foundation 
design.  
 
7.2 
Sub-surface soil conditions, established by the geotechnical investigations, will be 
incorporated into the bid documents in a manner usable to the excavation and 
foundation bidding and construction. 
 
8. PROGRAMMING: 
 
8.1 
Consultant will meet with City staff to ascertain the requirements of the Project 
and will arrive at a mutual understanding of such requirements. Consultant will 
attend a project kickoff meeting and up to eight progress meetings. 
   
8.2 
Consultant will perform up to a total of two (2) stakeholder (combined business 
and property owner) meetings. Consultant will prepare exhibits, facilitate

4 
 
discussions, and document meeting information exchange. City will advertise and 
promote the meetings. 
 
9. SCHEMATIC DESIGN (30% Document Review):   
 
9.1 
When the design is thirty percent complete, Consultant will do the following:   
 
a. The 15% plans completed with the Project Assessment will be utilized and 
advanced to a 30% level. 30% plans shall include typical roadway section sheet 
showing a cross section of existing utilities, plan, and profile sheets (2 sheets) 
for a total of 3 sheets. 
b. Complete a drainage analysis of proposed conditions and provide solutions to 
mitigate the runoff. Prepare a drainage technical memorandum. 
c. Prepare a construction cost estimate for verification with the budget and re-
design once as necessary to re-align the design with the construction budget. 
d. Submit to City’s Project Manager for comment two complete drawing sets with 
drainage & monument foundation design calculations, one of which will be 
reproducible. 
 
10. DESIGN DEVELOPMENT (60% Document Review): 
 
10.1 
Based on the approved 30% plans and any adjustments authorized by City in the 
program, schedule or construction budget, Consultant will prepare, for approval 
by City, Design Development Documents consisting of drawings and other 
documents to fix and describe the size and character of the Project as to civil, 
landscape architecture and electrical systems, materials and such other elements 
as may be appropriate.  When the design is approximately sixty percent (60%) 
complete. Consultant will do the following:   
 
a. Review meeting with Owner’s Representative to review 30% Documents. 
b. Design will utilize established City of Chandler benchmarks and reference 
locations of benchmarks on the plans. 
c. Prepare the draft specifications utilizing MAG specifications numbering to 
indicate sections where requirements exceed or differ from MAG specification 
standards. 
d. Prepare plans, details, sections, and notes as required to fix and describe the 
project as to civil, and landscape architecture, and electrical systems. 60% plan 
preparation shall include general construction notes and legend sheet (1 
sheet), miscellaneous detail sheets (3 sheets), lighting general notes sheet (1 
sheet) , lighting plans (1”=40’ scale) (3 sheets) and pavement notes and 
marking sheet. Lighting plans will include conduit for APS undergrounding. 
e. Perform code reviews and implement requirements into the design 
documents.

5 
 
f. 
Consultant is required to review and complete the City's Constructability 
Review Checklist. 
g. Prepare a construction cost estimate. 
h. Conduct a full document set (plans & specs) review in the presence of all 
consultants and City’s representatives and any other stakeholders.  
i. 
Submit to City’s Project Manager for comment two complete drawing sets, 
specifications, drainage, and monument foundation design calculations, one 
of which will be reproducible.  Include original redline drawings and comments 
received from previous review along with a review summary indicating action 
taken. 
j. 
Schedule review meeting with plan check staff to discuss review comments. 
Clarify with the plan check staff what the design challenges are and decide the 
method in which they will be resolved.  
k. Consultant to conduct up to two Photo Metric Analysis. 
 
11. CONSTRUCTION DOCUMENTS  (90% Document Review): 
 
11.1 
Based on the City’s 60% plan review comments and any adjustments 
authorized by City in the program, schedule or construction budget, Consultant 
will prepare, for approval by City, Construction Documents consisting of Drawings 
and Specifications setting forth in detail the requirements for the construction of 
the Project.  When the design is approximately ninety percent  (90%) complete 
Consultant will do the following:   
 
a. Prepare plans, details, sections, notes, and specifications as required to be 
able to bid and construct the project in its entirety. 
b. Cover sheet to be provided by City electronically in AutoCAD.  
c. Provide City of Chandler with a copy of the AutoCAD files. 
d. Conduct a full document set (plans & Specs) review in the presence of all 
consultants with projects within the project limits, and City’s representatives.  
e. Prepare a construction cost estimate. 
f. 
Submit to City’s Project Manager for comment two complete drawing sets, 
specifications, drainage & monument foundation design calculations, one of 
which will be reproducible.  Include original redline drawings and comments 
received from previous review along with a review summary indicating action 
taken. 
g. Schedule Comment Resolution Meeting with plan check staff what the design 
challenges are and decide the method in which they will be resolved.  
 
12. BID & AWARD (100% Documents): 
 
12.1 
Submit bid documents to Development Services for building permit. All plans, 
calculations and specifications will be stamped. The specifications will be 8-1/2” x

6 
 
11” and in electronic format in Microsoft Word. Plans will be black line prints as 
well in Auto CAD format.  Include original redline drawings and comments 
received from previous review along with a review summary indicating action 
taken.  
12.2 
Pick-up plans containing final review comments and prepare sealed documents 
for reproduction.  City will have the bid sets reproduced from these sealed 
documents.  
12.3 
Assist City in the preparation of the Bid Form.  
12.4 
Attend and participate at the pre-bid conference for the purpose of answering 
technical questions from potential bidders.  
12.5 
Assist City in the evaluation of “substitutions and or-equals” and make a 
recommendation to accept or decline.  
12.6 
Prepare an addendum for review and approval by City. City will distribute.  
 
13. PERIOD OF SERVICE (MILESTONES):   
 
13.1 
Following receipt of a “Notice to Proceed” with the design work, Consultant must 
complete the design and have all documents ready for bidding within 150 
calendar days of the date indicated on the Notice to Proceed.

Project Name: WALL STREET IMPROVEMENTS 
Page B-1 
Project No.: CA2202.201 
Rev. 7/20/2022 
 
 
EXHIBIT “B” 
COMPENSATION AND FEES

1,560.00
$          
3.1 Develop and Maintain Project Schedule
1,560.00
$          
2,920.00
$          
4.1 Implement Design Quality Control Plan (4 internal QC 
reviews)
2,920.00
$          
1,275.00
$          
5.1
Combine previous survey from the Utilty Project  with 
supplemental survey to create base drawings. 
Coordinate base drawings with J2
1,275.00
$          
7,770.00
$          
6.1 Coordination with Utilities per PIPG
735.00
$             
6.2 Consultant must identify utility conflicts
840.00
$             
6.3 Coordinate the design and installation of APS 
Undergrounding and easement locations
525.00
$             
6.4 APS easements coordination with Trace Consulting LLC
1,875.00
$          
6.5 Submit Plans to Utilty Companies
2,040.00
$          
6.6 Conduct four Utility Coordination Meetings
6.7 Followup with final design submittal and coordinate 
with bid documents
600.00
$             
7,243.00
$          
7.1 a. Field Investigation
2,256.00
$          
7.1 b. Prepare Technical Memorandum
2,392.00
$          
7.1 c. Foundation Design
1,297.50
$          
7.1 d. Prepare Technical Memorandum
2,392.00
$          
9,240.00
$          
8.1 Kickoff Meeting / Eight (8) Progress Meetings  and 
prepare Meeting Minutes
6,940.00
$          
8.2 Stakeholder Meetings / Meeting Minutes
2,300.00
$          
13,390.00
$        
9.0 a., c., d.
30% Plans and Construction Cost Estimate
9,300.00
$          
9.0 b.
Drainage Analysis for proposed improvements and 
prepare Technical Drainge Memorandum
4,090.00
$          
18,540.00
$        
10.1 a. Review Meeting with City PM to go over 30% comments
680.00
$             
10.1 c. Prepare draft specifications utilizing MAG Specifications 
and City's amendment to MAG
1,080.00
$          
10.1 b., d., e., 
f., g., h., i.
Prepare plans, constructabilty checklist, construction 
cost estimate, and submit to the City
13,060.00
$        
10.1 j. Schedule meeting with plan check staff
680.00
$             
10.1 k. Photo Metric Analysis
3,040.00
$          
TASK 11.0 CONSTRUCTION DOCUMENTS (90% REVIEW)
12,855.00
$        
11.1 a., c., d., 
e., f.
Prepare plans, specifications and construction cost 
estimate, submit plans to the City
12,130.00
$        
11.1 g. Schedule comment resolution meeting with plan check 
staff
725.00
$             
6,870.00
$          
12.1 Development Services Review
960.00
$             
12.2 Prepare stamped mylars (cover and signature sheet)
300.00
$             
12.3 Assist City PM in preparing Bid Form
1,050.00
$          
12.4 Assist City PM in prebid conference
1,050.00
$          
12.5 Assist City PM in evaluating substitutions and or-equals
1,050.00
$          
12.6 Prepare addenda
2,460.00
$          
SUBTOTAL
81,663.00
$        
1,033.48
$          
Trace Consulting, LLC. (Suplemental Topo Survey)
4,133.92
$          
Trace Consulting, LLC. (Five APS Easement Descriptions & Exhibits)
5,586.64
$          
32,385.75
$        
6,935.00
$          
50,074.79
$        
TOTAL WITHOUT ALLOWANCES
131,737.79
$      
13,174.00
$        
5,000.00
$          
500.00
$             
1,918.90
$          
20,592.90
$        
 TOTAL WITH ALLOWANCES
152,330.69
$      
Public Relations Allowance (Makpro Services)
Printing and Mileage Expenses Allowance
SUBCONSULTANTS
J2 Engineering and Environmental Design (Landscape, Hardscape, 
Irrigation Design & Monument Design Services)
SUBCONSULTANTS SUBTOTAL
Trace Consulting, LLC. (Survey Control)
Geotechnical Expenses Allowance (Wildcat Drilling = $831.90 & Wood 
Laboratory Testing  = $1,087)
ALLOWANCES
ALLOWANCE TOTAL
Wood Environment & Infrastructure Solutions Inc.
EXHIBIT "B-1"
TASK 8.0 PROGRAMMING
TASK 9.0 SCHEMATIC DESIGN AND (30%  DOCUMENT REVIEW)
Owners Allowance (10% of Contract)
TASK 6.0 UTILITY / AGENCY COORDINATION
TASK 7.0 GEOTECHNICAL INVESTIGATION
TASK 10.0 DESIGN DEVELOPMENT (60%  DOCUMENT REVIEW)
TASK 12.0 BID AND AWARD (100% DOCUMENTS)
Lump Sum Cost Per Task
TASK DESCRIPTION
TASK 3.0 PROJECT SCHEDULE
TASK 4.0 QUALITY CONTROL
TASK 5.0 PRELIMINARY RESEARCH
Lisa Ranzenberger Services for Monument Design

Project Name
Wall Street Pedestrian Improvements
Client
City of Chandler
Date
15-Aug-22
Prepared By
Rod Penniman
Reviewed By
Dick Yano
Senior 
Project 
Manager
Senior 
Engineer
Design 
Leader
Senior 
Designer
Designer
Admin / 
Clerical
Geotechnical 
Engineer / Senior 
Level
Geotechnical 
Engineer / Mid  
Level
Geotechnical 
Engineer / Junior  
Level
CADD/GIS 
Operator < PROJECT ROLE
 $   195.00  $   170.00  $   165.00  $   120.00  $   105.00  $     90.00  $                  215.00  $                  195.00  $                  150.00  $     81.00  < HOURLY RATES 
HOURS TOTAL
TASK TOTAL
8
8
0
0
0
0
0
0
0
0
0
1,560.00
$                           
3.1 Develop and Maintain Project Schedule
8
8
1,560.00
$                            
16
8
8
0
0
0
0
0
0
0
0
2,920.00
$                           
4.1 Implement Design Quality Control Plan (4 
internal QC reviews)
16
8
8
2,920.00
$                            
11
1
0
0
2
8
0
0
0
0
0
1,275.00
$                           
5.1
Combine previous survey from the Utilty 
Project  with supplemental survey to create 
base drawings. Coordinate base drawings with 
J2
11
1
2
8
1,275.00
$                            
59
16
0
0
9
34
0
0
0
0
0
7,770.00
$                           
6.1 Coordination with Utilities per PIPG
10
1
1
8
1,155.00
$                            
6.2 Consultant must identify utility conflicts
6
1
1
4
735.00
$                               
6.3
Coordinate the design and installation of APS 
Undergrounding and easement locations
6
2
2
2
840.00
$                               
6.4
APS easements coordination with Trace 
Consulting LLC
4
1
1
2
525.00
$                               
6.5 Submit Plans to Utilty Companies
17
1
16
1,875.00
$                            
6.6 Conduct four Utility Coordination Meetings
12
8
4
2,040.00
$                            
6.7 Followup with final design submittal and 
coordinate with bid documents
4
2
2
600.00
$                               
43
0
0
0
0
0
3
5
19
13
3
7,243.00
$                           
7.1 a. Field Investigation
15
1
3
10
1
2,256.00
$                            
7.1 b. Pavement Analysis & Design
6.5
1.5
5
1,297.50
$                            
7.1 c. Foundation Design
6.5
1.5
5
1,297.50
$                            
7.1 d. Prepare Technical Memorandum
15
2
2
6
3
2
2,392.00
$                            
61
22
15
0
0
16
8
0
0
0
0
9,240.00
$                           
8.1 Kickoff Meeting / Eight (8) Progress Meetings  
and prepare Meeting Minutes
45
18
11
8
8
6,940.00
$                            
8.2 Stakeholder Meetings / Meeting Minutes
16
4
4
8
2,300.00
$                            
106
6
8
8
48
36
0
0
0
0
0
13,390.00
$                         
9.0 a., c., d. 30% Plans and Construction Cost Estimate
76
4
8
32
32
9,300.00
$                            
9.0 b. Drainage Analysis for proposed improvements 
and prepare Technical Drainge Memorandum
30
2
8
16
4
4,090.00
$                            
145
10
27
0
46
60
2
0
0
0
0
18,540.00
$                         
10.1 a. Review Meeting with City PM to go over 30% 
comments
4
2
1
1
680.00
$                               
10.1 c. Prepare draft specifications utilizing MAG 
Specifications and City's amendment to MAG
7
2
3
2
1,080.00
$                            
10.1 b., d., e., f., g., 
h., i.
Prepare plans, constructabilty checklist, 
construction cost estimate, and submit to the 
City
106
4
14
44
44
13,060.00
$                          
10.1 j. Schedule meeting with plan check staff
4
2
1
1
680.00
$                               
10.1 k. Photo Metric Analysis
24
8
16
3,040.00
$                            
106
8
15
1
0
80
2
0
0
0
0
12,855.00
$                         
11.1 a., c., d., e., f. Prepare plans, specifications and construction 
cost estimate, submit plans to the City
102
6
14
80
2
12,130.00
$                          
11.1 g. Schedule comment resolution meeting with 
plan check staff
4
2
1
1
725.00
$                               
39
11
0
18
6
9
1
0
0
0
0
6,870.00
$                           
12.1 Development Services Review
6
2
2
2
960.00
$                               
12.2 Prepare stamped mylars (cover and signature 
sheet)
2
1
1
300.00
$                               
12.3 Assist City PM in preparing Bid Form
4
2
4
1,050.00
$                            
12.4 Assist City PM in prebid conference
4
2
4
1,050.00
$                            
12.5 Assist City PM in evaluating substitutions and 
or-equals
4
2
4
1,050.00
$                            
12.6 Prepare addenda
19
2
4
4
8
1
2,460.00
$                            
594 
90 
73 
27 
111 
243 
16 
5 
19 
13 
3 
 $                         81,663.00 
TOTAL (HOURS)
EXHIBIT "B-2"
TASK 4.0 QUALITY CONTROL
TASK 6.0 UTILITY / AGENCY COORDINATION
Hours and Rates
TASK DESCRIPTION
TASK 3.0 PROJECT SCHEDULE
TASK 9.0 SCHEMATIC DESIGN AND (30%  DOCUMENT REVIEW)
TASK 5.0 PRELIMINARY RESEARCH
TASK 7.0 GEOTECHNICAL INVESTIGATION
TASK 11.0 CONSTRUCTION DOCUMENTS (90% REVIEW)
TASK 12.0 BID AND AWARD (100% DOCUMENTS)
TASK 8.0 PROGRAMMING
TASK 10.0 DESIGN DEVELOPMENT (60%  DOCUMENT REVIEW)

Construction Materials Testing and Inspection   
Wood – Phoenix 2022 Fee Schedule 
 
 
Engineering Services 
 
A. 
Staff Engineer ..........................................................................................................................................   $ 
90.00/hour 
B. 
Project Manager ......................................................................................................................................   
175.00/hour 
C. 
Senior Engineer, P.E. ..............................................................................................................................   
175.00/hour 
D. 
Senior Bituminous Materials Professional .............................................................................................   
200.00/hour 
E. 
Principal Bituminous Materials Professional .........................................................................................   
200.00/hour 
F. 
Principal Engineer, P.E. ..........................................................................................................................   
200.00/hour 
G. 
Chief Engineer, P.E. ................................................................................................................................   
250.00/hour 
H. 
Transportation .........................................................................................................................................   
0.95/mile 
 
Engineering Technician Services (Portal to Portal) 
 
A. 
Engineering Technician ..........................................................................................................................   
75.00/hour 
B. 
Senior Technician/Special  Inspector .....................................................................................................   
90.00/hour 
C. 
Profiling Technician ................................................................................................................................   
95.00/hour 
D. 
Transportation .........................................................................................................................................   
0.95/mile 
E. 
Trip Charge (Maricopa County) .............................................................................................................   
95.00/trip 
F. 
Vehicle Charge ........................................................................................................................................   
50.00/day 
G. 
Overtime, Time over 40 hours per week (Sunday through Friday), and Holidays;  
 
 
1.5 times applicable unit rate 
 
Equipment Usage 
 
A. 
Asphaltic Concrete Core Drill equipment ..............................................................................................   
150.00/day 
B. 
Rental of Other Equipment, Direct Cost x 1.25 
C. 
Profilograph and Pavement Smoothness Evaluation .............................................................................   
Quote 
 
 
Senior Technician:  Minimum of 3 years combined experience performing soils, asphalt, and concrete testing.  Minimum 
certifications include ACI Concrete Field Testing Technician Grade I and Radiation Safety Certification.  Additional 
certifications may include NICET Level II, ATI Field, American Society of Nondestructive Testing (ASNT) Level II, or 
International Conference of Building Officials (ICBO) or equivalent. 
 
 
 
NOTES: 
1. 
Minimum 2-hour charge for part-time engineering technician/or Special Inspector 
2. 
Other direct Cost - Reimbursement + 15% markup. 
3. 
If paying by credit card, add 3% processing fee.

Construction Materials Testing and Inspection   
Wood – Phoenix 2022 Fee Schedule 
 
*Testing for modifications to above specification, call for quote. 
 
Aggregate Testing 
 
A. 
Aggregate Durability Index (ASTM D3744, AASHTO T210) .............................................................  $ 
210.00/each 
B. 
Artificial Crushing ..................................................................................................................................   
200.00/each 
C. 
Moisture-Density Relationship (Bulking Effect)(AASHTO T-19 as applicable)  .............................   
95.00/each 
D. 
Calcium Carbonate Percent by Weight in Aggregates ...........................................................................   
Quote 
E. 
California Bearing Ratio (CBR) with Modified Proctor (ASTM D1883, AASHTO T193) ................   
550.00/each 
F. 
California Bearing Ratio (CBR) with Standard Proctor (ASTM D1883, AASHTO T193) .................   
500.00/each 
G. 
Clay Lumps and Friable Particles (ASTM C142, AASHTO T112) ......................................................   
125.00/each 
H. 
Cleanliness Value (CTM 227) ................................................................................................................   
200.00/each 
I. 
Crushing Coarse Aggregate for Potential Alkali Reactivity ..................................................................   
250.00/each 
J. 
Flakiness Index of Aggregate (ARIZ 233) .............................................................................................   
110.00/each 
K. 
Flat and Elongated Particles (ASTM D4791) ........................................................................................   
175.00/each 
L. 
Fractured Faces (ARIZ 212, FLH507) ...................................................................................................   
95.00/each 
M. 
Lightweight Pieces, Coal and Lignite (ASTM C123) ............................................................................   
250.00/each 
N. 
L.A. Abrasion of Coarse Aggregate (ASTM C535) ..............................................................................   
250.00/each 
O. 
L.A. Abrasion of Coarse Aggregate (ASTM C131) (AASHTO T96) ..................................................   
200.00/each 
P. 
Max. Dry Unit Weight and Water Content Range Using Vibrating Hammer (ASTM D7382) ...........   
350.00 each 
Q. 
Max. Index Density and Unit Weight of Soils Using a Vibratory Table (ASTM D4253) ...................   
250.00 each 
R. 
Min. Index Density and Unit Weight of Soils and Calculation of Relative Density (ASTM D4254) ..   
250.00 each 
S. 
Organic Content (ASTM D2975, AASHTO T267) ...............................................................................   
125.00/each 
T. 
Organic Impurities in Fine Aggregate (ASTM C40, AASHTO T21) ...................................................   
145.00/each 
U. 
Percent Carbonates in Aggregate (ARIZ 238) .......................................................................................   
110.00/each 
V. 
Potential Alkali Reactivity of Aggregate ........................................................... ASTM C1260/C1567)  
        
Quote450.00/each 
W. 
Sand Equivalent (ASTM D2419, AASHTO T176) ...............................................................................   
90.00/each 
X. 
Sand Equivalent, ADOT Wash Method (ARIZ 242) .............................................................................   
125.00/each 
Y. 
Sieve Analysis, Coarse (Dry Sieve) (ASTM C136, AASHTO T27, ARIZ 201) ..................................   
550.00/each 
Z. 
Sieve Analysis, Coarse and Fine, Washed (ASTM C136, AASHTO T27, ARIZ 201) ........................   
705.00/each 
AA. Sieve Analysis, Fine, Washed (ASTM C136, AASHTO T27, ARIZ 201) ...........................................   
705.00/each 
BB. Soundness of Aggregate by Use of Sodium (Magnesium) Sulfate (ASTM C88, AASHTO T104) ....   
250.00/each 
CC. Specific Gravity and Absorption of Coarse Aggregate (ASTM C127, AASHTO T85, ARIZ 210) ....   
85.00/each 
DD. Specific Gravity and Absorption of Fine Aggregate (ASTM C128, AASHTO T84, ARIZ 211) ........   
100.00/each 
EE. Uncompacted Void Content (ARIZ 247, & FHWA & AASHTO) .......................................................   
125.00/each 
FF. 
Unit Weight and Voids in Aggregate (ASTM C29, AASHTO T19) ....................................................   
75.00/each 
GG. Unit Weight, Moisture Density Relationship (Bulking Effect) (ASTM C29, AASHTO T19) ............   
175.00/each 
HH. Methylene Blue Value of Mineral Aggregate ........................................................................................   
285.00/each 
II. 
Vaughan and Soares Testing…………………………………………………………………………            350.00/each 
 
Soils Testing 
 
A. 
Collapse Potential of Soils (ASTM D5333) ...........................................................................................  $ 
200.00/each 
B. 
Consolidation (ASTM D2435, AASHTO T216) ...................................................................................   
285.00/each 
C. 
Direct Shear (ASTM D3080) ..................................................................................................................   
350.00/each 
D. 
Direct Shear Remolded (ASTM D3080) ................................................................................................   
375.00/each 
E. 
Hydrometer Analysis (ASTM D422, AASHTO T88) (includes Sieve Analysis C136) .......................   
280.00/each 
F. 
Natural Soil Moisture Content (ASTM D2216, AASHTO T265) ........................................................   
19.00/each 
G. 
One-Dimensional Expansion (Swell) (ASTM D4546) Undisturbed .....................................................   
160.00/each 
H. 
pH and Minimum Resistivity of Soils and Aggregates (ARIZ 236) .....................................................   
160.00/each 
I. 
pH of Soils and Aggregates (AZ 236) ....................................................................................................   
42.00/each 
J. 
Minimum Resistivity of Soils and Aggregates (AZ 236) ......................................................................   
130.00/each 
K. 
Plasticity Index (Dry Prep) (ASTM D4318, AASHTO T89/90) ...........................................................   
85.00/each 
L. 
Plasticity Index (Wet Prep) (ASTM D4318, AASHTO T89/90/T146) .................................................   
120.00/each 
M. 
Proctor-Modified (ASTM D1557, AASHTO T180) .............................................................................   
155.00/each 
N. 
Proctor-Standard (ASTM D698, AASHTO T99, ARIZ 225/226) ........................................................   
135.00/each 
O. 
R-Value (ASTM D2844, AASHTO T190, CAL 301) ...........................................................................   
300.00/each 
P. 
Sieve Analysis, Coarse (Dry Sieve)  (ASTM C136, AASHTO T27, ARIZ 201) .................................   
60.00/each 
Q. 
Sieve Analysis, Coarse and Fine, Washed (ASTM C136, AASHTO T27, ARIZ 201) ........................   
95.00/each 
R. 
Sieve Analysis, Fine, Washed (ASTM C136, AASHTO T27, ARIZ 201) ...........................................   
70.00/each 
S. 
Soil Specific Gravity (ASTM D854, AASHTO T100)..........................................................................   
170.00/each 
T. 
Soil Unit Weight (Undisturbed Sample) with Moisture Content  ..........................................................   
30.00/each

Construction Materials Testing and Inspection   
Wood – Phoenix 2022 Fee Schedule 
 
*Testing for modifications to above specification, call for quote. 
U. 
Sulfate and Chloride Content (ARIZ 733, ARIZ 736) ...........................................................................   
70.00/each 
Soils Testing Continued 
 
V. 
Lime Stabilization Mix Design ...............................................................................................................   
Quote 
W. 
Unconfined Compressive Strength, (AASHTO T208)(Set of 3)……………………………………...  
150.00/set 
X. 
Crumb Test Method (USBR 5400-89) ...................................................................................................   
35.00/each 
Y. 
Density of Undisturbed: Ring Samples ..................................................................................................   
30.00/each 
Z. 
Density of Undisturbed: With Porosity Calculation ...............................................................................   
32.00/each 
AA. Moisture Density Relations Test: Single Point (Any Point) ..................................................................   
90.00/each 
BB. Permeability (Flex Wall) – Cohesive (ASTM D5084): In Situ .............................................................   
360.00/each 
CC. Permeability (Flex Wall) – Cohesive (ASTM D5084): Remolded .......................................................   
400.00/each 
DD. Permeability (Granular Soil) ...................................................................................................................   
357.00/each 
EE. Pinhole Dispersion Test (ASTM D4647) ...............................................................................................   
256.00/each 
FF. 
Relative Density (ASTM D4253 & ASTM D4254) ..............................................................................   
500.00/each 
GG. Sample Preparations ................................................................................................................................   
70.00/hour 
HH. ASTM C33 Package ...............................................................................................................................   
Quote 
II. 
Triaxial – Unconsolidated Undrained (ASTM D2850) ............................................. …………………  
370.00/each 
JJ. 
Triaxial - Consolidated Undrained (ASTM D4767)…………………………………………… ........        1700.00/each 
KK. Resilient Modulus of Subgrade…………………………………………………………………….…         1750.00/each 
LL. Resilient Modulus of Subbase………………………………………………………………………..         1750.00/each 
 
Rock Core Testing 
 
 
 
 
 
A. 
Unconfined Compressive Strength, Rock Core (ASTM D2166) ..........................................................  $ 
55.00/each 
B. 
Point Load Index (ISFRM) .....................................................................................................................   
60.00/each 
 
CONCRETE / SOIL CEMENT 
Portland Cement Concrete / Soil Cement 
 
C. 
Compressive Strength - Concrete Cores (ASTM C42, AASHTO T24) ................................................  $ 
 35.00/each 
D. 
Compressive Strength - Concrete Cylinders (ASTM C39, AASHTO T22) .........................................   
20.00/each 
E. 
Compressive Strength - Concrete Masonry Units (ASTM C140) .........................................................   
70.00/each 
F. 
Compressive Strength - Grout Prisms (UBC 21-17) ..............................................................................   
20.00/each 
G. 
Compressive Strength - Masonry Prisms (ASTM E447, UBC 24-26) (2 High Blocks).......................   
150.00/each 
H. 
Compressive Strength - Mortar Cylinders (ASTM C109, AASHTO T106) .........................................   
20.00/each 
I. 
Compressive Strength - Soil Cement (ADOT) ......................................................................................   
22.00/each 
J. 
Flexural Strength of Concrete (ASTM C293) ........................................................................................   
60.00/each 
K. 
Flexural Strength of Concrete with Mold Cleanup (ASTM C293) .......................................................   
75.00/each 
L. 
Grout or Mortar Mix Design ...................................................................................................................   
Quote 
M. 
Length Change (Shrinkage) of Hardened Concrete (ASTM C157) (Set of 3) ......................................   
550.00/set 
N. 
Portland Cement Concrete Mix Design ..................................................................................................   
Quote 
O. 
Shotcrete Panel Fabrication & Coring, 3 Cores (ASTM C1140) ..........................................................   
195.00/each 
P. 
Shotcrete Panel Core Testing (ASTM C42)…………………………………………………….. ......   
42.00/each 
Q. 
Soil Cement Design ................................................................................................................................   
Quote 
R. 
Time of Setting of Concrete Mixtures (ASTM C403) ...........................................................................   
125.00/each 
 
ASPHALTIC CONCRETE / SLURRY / MICROSURFACING 
 
A. 
Abson Recovery, Asphalt Content (ASTM D1856 & D2172, AASHTO T170 & T164) ....................  $ 
450.00/each 
B. 
Analysis of Cut Cores .............................................................................................................................   
Quote 
C. 
Asphalt Drain Down Test .......................................................................................................................   
325.00/each 
D. 
Bulk Specific Gravity of Bituminous Mixtures, SSD (ASTM D2726, AASHTO T166) .....................   
35.00/each 
E. 
Bulk Specific Gravity Using Paraffin/Parafilm-Coated Specimens 
 
 
(ASTM D1188, AASHTO T275) ................................................................................................   
65.00/each 
F. 
Centrifuge Extraction of Bituminous Mixture (ASTM D2172, AASHTO T164) ................................   
200.00/each 
G. 
Centrifuge Extraction and Gradation of Bituminous Materials 
 
(ASTM D2172, AASHTO T164) ................................................................................................   
255.00/each 
H. 
Coating and Stripping of Bituminous Mixtures (ASTM D1664, AASHTO T182, CTM 302) ............   
120.00/each 
I. 
Effect of Water on Cohesion of Bituminous Mixtures, IMC 
 
 
(ASTM D1075, AASHTO T165, ARIZ 802) .............................................................................   
550.00/each 
J. 
Extraction/Recovery, Absolute Viscosity, Penetration ..........................................................................   
    595.00/each

Construction Materials Testing and Inspection   
Wood – Phoenix 2022 Fee Schedule 
 
*Testing for modifications to above specification, call for quote. 
K. 
Gyratory Compaction (AASHTO T312) (Set of 2) ...............................................................................   
160.00/each 
Asphalt Concrete Continued 
 
L. 
Hveem (Stabilometer) (Bulk Density) (Set of 3) (ASTM D1559, D1560) ...........................................   
150.00/each 
M. 
Ignition Oven Calibration (ARIZ 427) ...................................................................................................   
700.00/each 
N. 
Ignition-Gradation (ASTM, AASHTO, ADOT) ....................................................................................   
160.00/each 
O. 
Loaded Wheel  ........................................................................................................................................   
    250.00/each 
P. 
Marshall Test - Stability, Flow, Bulk Density (Set of 3) (ASTM D1559, AASHTO T245) (Field Sample) ..          135.00/each 
Q. 
Dynamic Modulus of HMA………………………………………………………………………….         1800.00/each 
R. 
Nuclear Asphalt Content Gauge Calibration ..........................................................................................   
700.00/each 
S. 
Preparation of Slurry Seal Specimens ....................................................................................................   
75.00/each 
T. 
Preparing Nuclear Knowns .....................................................................................................................   
700.00/each 
U. 
Reflux Extraction and Gradation of Bituminous Materials (ASTM D2172, AASHTO T164) ............   
295.00/each 
V. 
Rotovapor Recovery of Asphalt, Asphalt Content (ASTM D5404 & D2172) .....................................   
450.00/each 
W. 
Shultz Breuer Ruck  (Additional points $700 each) (ISSA TB144) ......................................................   
1500.00/each 
X. 
Tensile Strength Ratio, (ASTM D4867, AASHTO T283) ....................................................................   
550.00/each 
Y. 
Theoretical Maximum Specific Gravity, Rice Test (ASTM D2041, AASHTO T209, ARIZ 417) (Field Sample) ..  
135.00/each 
Z. 
Thickness Determination on AC Cores ..................................................................................................   
15.00/each 
AA. Volatile Distillates in Bituminous Paving Mixtures (ASTM D1461, AASHTO T110) .......................   
475.00/each 
BB. Wet Track Abrasion Test, 1 hour ...........................................................................................................   
275.00/each 
CC. Wet Track Abrasion Test, 6 day .............................................................................................................   
350.00/each 
DD. Moisture Content of Hot Mix by Oven Method (T329, ARIZ 406) ......................................................   
50.00/each 
 
ASPHALT CONCRETE MIX DESIGNS / SLURRY AND MICROSURFACING JOB MIX FORMULAS 
 
A. 
Asphalt Rubber - ARAC Mix Design ....................................................................................................   
Quote 
B. 
Asphalt Rubber – AR-ACFC Mix Design .............................................................................................   
Quote 
C. 
Asphaltic Concrete Mix Design - Cold Mix Recycled, Marshall Method ............................................   
Quote 
D. 
Asphaltic Concrete Mix Design - Marshall Method, 4 Inch ..................................................................   
Quote 
E. 
Hveem Design .........................................................................................................................................   
Quote 
F. 
Superpave Asphalt Mix Designs ............................................................................................................   
Quote 
G. 
Trial Mix Design .....................................................................................................................................   
Quote 
H. 
Slurry Seal Job Mix Formula (MAG715, ISSA, MCDOT) ................................................................   
1600.00/each 
        (Cohesion, Consistency, split consistency, mix test, setting, water resistance, wet stripping, 
          loaded wheel test, does not include Aggregate testing) 
I. 
Micro Surfacing Job Mix Formula (MAG, ISSA, Various agencies) ................................................   
1750.00/each 
         (Cohesion, Consistency, split consistency, mix test, setting, water resistance, wet stripping, WTAT 1 hour,  
         , loaded wheel test, lateral displacement, specific gravity, does not include Aggregate testing) 
J. 
  Micro Surfacing Job Mix Formula (ADOT or other that requires SBR test) ($1750 plus $1500 SBR) 
3250.00/each 
      (Cohesion, Consistency, split consistency, mix test, setting, water resistance, wet stripping, 
      WTAT 1 hour/6 days, loaded wheel test, does not include Aggregate testing) 
 
ASPHALT BINDER 
Superpave PG Binder Testing 
 
A. 
Bending Beam Rheometer (AASHTO T313) ........................................................................................  $ 
225.00/each 
B. 
Bending Beam Rheometer with RTFO/PAV Aging ..............................................................................   
475.00/each 
C. 
Bending Beam with Physical Hardening (AASHTO T313) ..................................................................   
425.00/each 
D. 
Brookfield Viscosity (ASTM D4402, AASHTO T316) ........................................................................   
95.00/each 
E. 
Brookfield Viscosity, Temp Sweep 3 points (ASTM D4402, AASHTO T316) ..................................   
225.00/each 
F. 
Brookfield Viscosity, Temp Sweep 4 points (ASTM D4402, AASHTO T316) ..................................   
275.00/each 
G. 
Direct Tension (AASHTO T314) ...........................................................................................................   
250.00/each 
H. 
Direct Tension with RTFO/PAV Aging .................................................................................................   
495.00/each 
I. 
Dynamic Shear Rheometer (AASHTO T315) .......................................................................................   
175.00/each 
J. 
Dynamic Shear Rheometer, Linearity Test ............................................................................................          225.00/each 
K. 
Dynamic Shear Rheometer, Temp. Sweep .............................................................................................   
225.00/each 
L. 
PG Classification (AASHTO R29).........................................................................................................   
1,050.00/each 
M. 
PG Verification with Critical Cracking Temperature (AASHTO M320 Table2) .................................   
1,525.00/each 
N. 
PG Classification with Direct Tension (AASHTO R29/T314) .............................................................   
1,175.00/each 
O. 
PG Grade Blend Development ...............................................................................................................   
Quote 
P. 
PG Verification (AASHTO M320) ........................................................................................................   
850.00/each 
Q. 
PG Verification with Direct Tension (AASHTO M320/T314) .............................................................   
1,050.00/each 
R. 
PG Verification, (Caltrans Section 92) ...................................................................................................   
1,095.00/each

Construction Materials Testing and Inspection   
Wood – Phoenix 2022 Fee Schedule 
 
*Testing for modifications to above specification, call for quote. 
S. 
PG Verification, (Caltrans Section 92 w/o Solubility) ...........................................................................   
975.00/each 
Superpave PG Binder Testing Continued 
 
T. 
Pressure Aging Vessel (AASHTO R28) ................................................................................................   
175.00/each 
U. 
Rolling Thin Film Oven (ASTM D2872, AASHTO T240) ..................................................................   
135.00/each 
V. 
Rolling Thin Film Oven with Mass Loss (ASTM D2872,AASHTO T240) .........................................   
145.00/each 
W. 
Multiple Stress Creep Recovery TP-70 ..................................................................................................   
375.00/each 
X. 
Temperature Viscosity Curve, Brookfield, specific gravity, DSR ........................................................   
450.00/each 
 
Asphalt Cement Testing 
 
A. 
Absolute Viscosity (140°F; 60°C) (ASTM D2171, AASHTO T202) ..................................................  $ 
95.00/each 
B. 
AR Grade Asphalt Verification (AASHTO M226) ...............................................................................   
795.00/each 
C. 
AR Grade Asphalt Verification, Partial Series .......................................................................................   
Quote 
D. 
Ash in Bituminous Materials (ASTM D2939, AASHTO T111) ...........................................................   
175.00/each 
E. 
Asphalt Grade Blend Development ........................................................................................................   
Quote 
F. 
Brookfield Viscosity, Asphalt (ASTM D2994, ASTM D4878-A or ASTM D5018) ...........................   
125.00/each 
G. 
Brookfield Viscosity, Asphalt (ASTM D4402, AASHTO T316) .........................................................   
95.00/each 
H. 
Chemical Analysis of Asphalt, Complete Series, Modified Rostler/Sternberg .....................................   
950.00/each 
I. 
Crack Sealant Evaluation ........................................................................................................................   
Quote 
J. 
Crack Sealant Verification ......................................................................................................................   
Quote 
K. 
Crack Sealant, Bond Test ........................................................................................................................   
400/each 
L. 
Crack Sealant, Flexibility ........................................................................................................................   
295.00 
M. 
Crack Sealant, Flow ................................................................................................................................   
150.00 
N. 
Crack Sealant, Tensile Adhesion ............................................................................................................   
350.00 
O. 
Ductility of Bituminous Materials (ASTM D113, AASHTO T51) .......................................................   
125.00/each 
P. 
Elastic Recovery (ASTM D6084, AASHTO T301) ..............................................................................   
150.00/each 
Q. 
Flash and Fire Point, Cleveland Open Cup (ASTM D92, AASHTO T48) ...........................................   
95.00/each 
R. 
Flash and Fire Point, Cleveland Open Cup, co-polymer products (ASTM D92, AASHTO T48) .......   
150.00/each 
S. 
Flash and Fire Point, Tag Open Cup (ASTM D3143, AASHTO T79) .................................................   
95.00/each 
T. 
Haake Viscosity, Asphalt ........................................................................................................................   
85.00/each 
U. 
Heptane/Xylene Equivalent (AASHTO T102) ......................................................................................   
250.00/each 
V. 
Kinematic Viscosity (275°F; 135°C or 140°F; 60°C) (ASTM D2170, AASHTO T201) ....................   
135.00/each 
W. 
n-Heptane Insolubles (ASTM D3279) ...................................................................................................   
250.00/each 
X. 
n-Pentane Insolubles ...............................................................................................................................   
225.00/each 
Y. 
Penetration (@ Temperatures other than 77°F; 25°C) (ASTM D5, AASHTO T49) ............................   
95.00/each 
Z. 
Penetration (77°F; 25°C) (ASTM D5, AASHTO T49) .........................................................................   
95.00/each 
AA. Penetration Grade Asphalt Verification (AASHTO M20) ....................................................................   
595.00/each 
AA. Penetration Grade Asphalt Verification, Partial Series ..........................................................................   
Quote 
BB. Percent of Ash Content (ASTM D5040) ................................................................................................   
  200.00/each 
CC. Rolling Thin Film Oven Test (ASTM D2872, AASHTO T240) ..........................................................   
135.00/each 
DD. Rolling Thin Film Oven with Mass Loss ...............................................................................................   
145.00/each 
EE. Separation of Asphalt Cement (FHWA Method, TX 540C) .................................................................   
175.00/each 
FF. 
Smoke Point (ADEQ Procedure) ............................................................................................................  $ 
175.00/each 
GG. Softening Point of Asphalt, Ring and Ball (ASTM D36, AASHTO T53) ............................................   
95.00/each 
HH. Solubility of Bituminous Materials (ASTM D2042, AASHTO T44) ...................................................   
120.00/each 
II. 
Solubility of Bituminous Materials, Centrifuge (ASTM D5546) ..........................................................   
295.00/each 
JJ. 
Solubility of Bituminous Materials, Modified .......................................................................................   
165.00/each 
KK. Specific Gravity of Bituminous Materials (ASTM D70, AASHTO T228)  .........................................   
95.00/each 
LL. Specific Gravity (ASTM D1298) ...........................................................................................................   
185.00/each 
MM. Spot Test (AASHTO T102) ....................................................................................................................   
175.00/each 
NN. Thin Film Oven Aging ............................................................................................................................   
185.00/each 
OO. Torsional Recovery (CTM 332) .............................................................................................................   
250.00/each 
PP. 
Toughness and Tenacity (ASTM D5801, NEV 745) .............................................................................   
275.00/each 
QQ. Vialit test for chip retention, Single temperature  (Modified EN 12272-3)  ..........................................   
400.00/each 
RR. Vialit test for chip retention, Three temperatures  (Modified EN 12272-3)  .........................................   
500.00/each 
SS. 
Viscosity Grade Asphalt Verification (AASHTO M226)  .....................................................................   
795.00/each 
TT. Viscosity Grade Asphalt Verification, Partial Series .............................................................................   
Quote 
UU. Water in Petroleum Products (ASTM D95, AASHTO T55) .................................................................   
250.00/each 
 
Asphalt Rubber Binder Tests 
 
A. 
Asphalt Compatibility Test, Crack Sealant ………………………………………………………… .  $ 
150.00/each 
B. 
Asphalt Rubber Binder Design Profile (AZ  Profile) .............................................................................   
1500.00/each

Construction Materials Testing and Inspection   
Wood – Phoenix 2022 Fee Schedule 
 
*Testing for modifications to above specification, call for quote. 
C. 
Asphalt Rubber Binder Design Profile (CA  Profile).............................................................................   
1700.00/each 
Asphalt Rubber Binder Tests Continued 
 
D. 
Asphalt Rubber Binder Evaluation .........................................................................................................   
Quote 
E. 
Asphalt Rubber Binder Verification .......................................................................................................   
Quote 
F. 
Asphalt Rubber Binder Verification, Partial Series ...............................................................................   
Quote 
G. 
Asphalt Rubber Blend Submittal Sample ...............................................................................................   
300.00/each 
H. 
Bitumen Content, Carbon Disulfide (ASTM D4) ..................................................................................   
250.00/each 
I. 
Bitumen Content, TCE (ASTM D4 modified) .......................................................................................   
165.00/each 
J. 
Brookfield Viscosity, Asphalt (ASTM D2994 or ASTM D5018) .........................................................   
125.00/each 
K. 
Brookfield Viscosity, Crack Sealant, (ASTM D2196) ..........................................................................   
150.00/each 
L. 
Bulk Density of Crumb Rubber ..............................................................................................................   
150.00/each 
M. 
Crack Sealant Preparation (ASTM D5167 Jacketed Melter) .................................................................   
175.00/each 
N. 
Cone Penetration (ASTM D5329) ..........................................................................................................   
95.00/each 
O. 
Crumb Rubber Chemical Composition ..................................................................................................   
1250.00/each 
P. 
Fiber Content of Crumb Rubber .............................................................................................................   
60.00/each 
Q. 
Rotational Viscosity ................................................................................................................................   
95.00/each 
R. 
Metal Content of Crumb Rubber ............................................................................................................   
60.00/each 
S. 
Mineral Content of Crumb Rubber .........................................................................................................   
75.00/each 
T. 
Physical Examination and Gradation of Crumb Rubber ........................................................................   
Quote 
U. 
Resilience (ASTM D5329) .....................................................................................................................   
95.00/each 
V. 
Rubber Gradations (ASTM C136) .........................................................................................................   
85.00/each 
W. 
Specific Gravity of Crumb Rubber (ASTM D1817, CT 208) ...............................................................   
185.00/each 
X. 
Thermogravimetric Analysis ..................................................................................................................   
Quote 
 
EMULSIFIED/CUTBACK 
Emulsified/Cutback Asphalt Tests 
 
A. 
Cement Mixing Test ...............................................................................................................................  $ 
125.00/each 
B. 
Classification Test, Uncoated Particles ..................................................................................................   
150.00/each 
C. 
  Coating (SE214) T-59 .............................................................................................................................   
65.00/each 
D. 
Cutback Asphalt Blend Development ....................................................................................................   
Quote 
E. 
Cutback Asphalt Verification, without Water Content (AASHTO M 81/82) .......................................   
795.00/each 
F. 
Demulsibility (ASTM D244, AASHTO T59) .......................................................................................   
110.00/each 
G. 
Direct Flame Test (ASTM D2939)  ........................................................................................................   
175.00/each 
H. 
Distillate Fraction on Cutback (ASTM D402, AASHTO T78) .............................................................   
275.00/each 
I. 
Drying Time (ASTM D2939)  ................................................................................................................   
250.00/each 
J. 
Emulsified Rejuvenating Agent, Complete Series (Modified Rostler/Sternberg) (ASTM D2006) .....   
Quote 
K. 
Emulsified Rejuvenating Agent, Complete Series .................................................................................   
Quote 
L. 
  Emulsion Verification, RS-1, RS-2, SS-1, SS-1h (ASTM D977, AASHTO M140) ............................   
950.00/each 
M.   Emulsion Verification, HFRS-2 (ASTM D977, AASHTO M140) .......................................................   
1075.00/each 
N.   Emulsion Verification, QS-1H (ASTM D977, AASHTO M140) .........................................................   
695.00/each 
O.   Emulsion Verification, CRS-1, CRS-2, CSS-1, CSS-1h (ASTM D2397, AASHTO M208) ...............   
975.00/each 
P. 
  Emulsion Verification, CQS-1h (ASTM D2397, AASHTO M208) .....................................................   
795.00/each 
Q.   Emulsion Verification, CQS-1h (MAG 713) .........................................................................................   
950.00/each 
R. 
Emulsion Verification, Partial Series .....................................................................................................   
Quote 
S. 
Flexibility (ASTM D2939)  ....................................................................................................................   
295.00/each 
T. 
Float Test (ASTM D139) ........................................................................................................................   
125.00/each 
U. 
Freezing T-59 ..........................................................................................................................................   
150.00/each 
V. 
High Float Emulsion Verification (ASTM D977, AASHTO M140) ....................................................   
1050.00/each 
W. 
Identification test for Cationic Slow Set (AASHTO T59, Section 27)  .................................................   
275.00/each 
X. 
Low Temperature Distillation .................................................................................................................   
250.00/each 
Y. 
Low Temperature Vacuum Distillation (ASTM D244, AASHTO T59) ..............................................   
295.00/each 
Z. 
Miscibility (ASTM D244, AASHTO T59) ............................................................................................   
85.00/each 
AA. Particle Charge (ASTM D244, AASHTO T59) .....................................................................................   
85.00/each 
BB. pH Determination ....................................................................................................................................   
85.00/each 
CC. Residue and Oil Distillate by Distillation (ASTM D244, AASHTO T59) ............................................   
185.00/each 
DD. Residue by Evaporation (ASTM D244, AASHTO T59, ARIZ 512, CTM 331, D2834) .....................   
95.00/each 
EE. Residue by Evaporation (ASTM D2393, CT331 to obtain residue)  .....................................................   
150.00/each 
FF. 
Residue by Evaporation, Low Temperature (ASTM D7497)  ...............................................................   
250.00/each 
GG. Resistance to Freezing  (ASTM D2939)  ...............................................................................................   
150.00/each 
HH. Resistance to Water (ASTM D2939)  ....................................................................................................   
250.00/each 
II. 
Resistance to Heat (ASTM D2939)  .......................................................................................................   
250.00/each

Construction Materials Testing and Inspection   
Wood – Phoenix 2022 Fee Schedule 
 
*Testing for modifications to above specification, call for quote. 
JJ. 
Resistance to Kerosene (ASTM D 2939)  ..............................................................................................   
450.00/each 
Emulsified/Cutback Asphalt Tests Continued 
 
 
KK. Saybolt Furol Viscosity  (ASTM D88, AASHTO T72) ........................................................................   
135.00/each 
LL. Settlement, 5-Day (ASTM D244, AASHTO T59) ................................................................................   
195.00/each 
MM. Sieve Test (ASTM D244, AASHTO T59) .............................................................................................   
95.00/each 
NN. Storage Stability, 1-Day (ASTM D244, AASHTO T59) ......................................................................   
150.00/each 
OO. Uniformity, (ASTM D2939)  ..................................................................................................................   
150.00/each 
PP. 
Vacuum Distillation of Modified Emulsion (ARIZ 504) .......................................................................   
250.00/each 
QQ. Volatile Content of Coatings (ASTM D2369)  ......................................................................................   
250.00/each 
RR. Weight Per Gallon (ASTM D244, ASTM D2939,  AASHTO T59) .....................................................   
150.00/each 
SS. 
Weight Per Gallon, Density of Liquid Coatings (ASTM D1475)  ........................................................   
225.00/each 
TT. Wet Film Continuity (ASTM D2939)  ...................................................................................................   
95.00/each 
UU. Wet Flow (ASTM D2939)  .....................................................................................................................   
125.00/each 
 
Asphalt Binder Grade Verification 
 
A. 
AR Graded Asphalt (ASTM D3381, AASHTO M226) ........................................................................  $ 
795.00/each 
B. 
PBA Asphalt ...........................................................................................................................................   
Quote 
C. 
Penetration Graded Asphalt (ASTM D946, AASHTO M20) ................................................................   
595.00/each 
D. 
PG Classification (AASHTO R29).........................................................................................................   
1050.00/each 
E. 
PG Classification with Direct Tension (AASHTO R29/T316) .............................................................   
1,175.00/each 
F. 
PG Verification (AASHTO M320) ........................................................................................................   
850.00/each 
G. 
PG Verification with Direct Tension (AASHTO M320/T316) .............................................................   
1050.00/each 
H. 
Viscosity Graded Asphalt (ASTM D3381, AASHTO M226) ...............................................................   
795.00/each 
I. 
Identification of Rapid Setting Cationic Emulsion T-59 .......................................................................   
195.00/each 
J. 
Identification of Cationic Slow Setting Emulsion T-59 .........................................................................   
135.00/each 
K. 
Emulsified Asphalt/Job Aggregate Coating Test T-59 ..........................................................................   
125.00/each 
L. 
Water Content T-59 ................................................................................................................................   
375.00/each

Proposal
Date
8/1/2022
Proposal #
943
Name / Address
Wood Enviromental & Infrastructure, Inc.
4600 E. Washington Street
Suite 600
Phoenix, Az. 85034-1917
Wildcat Drilling, Inc.
4020 E. Madison Street
Phoenix, Az. 85034
Project Name
Wall Street
Project Number
Project Location
Chandler
Total
Phone No.
(602) 689-0228
Alt. Phone No.
(602) 677-3031
wildcatdrillinginc@outlook.com
Description
Qty
Rate
Total
Mobilize & Demobilize Drill Rig
1.5
165.00
247.50
Drilling Operations
3
165.00
495.00
Fuel Charge 8%
59.40
59.40
Asphalt
30.00
30.00
$831.90

For:
Project:
LISA RANZENBERGER
6 0 2 . 7 2 2 . 9 8 4 8
l i s a r a n z e n b e r g e r @ c o x . n e t
Wall Street Alley
 Design Intent Documentation - 60%, 90% and Final submittals
Drawings to be developed as expected by industry standards and as needed to convey intent and as 
required for bidding as well as preparation of shop drawings by a fabricator.
Utilizing the approved concept, create elevations, plans, descriptions, details and notations in response to 
the 30% submittal comments.  Drawings will be developed to communicate: necessary layout and 
associated dimensions, material and finish specifications, hardware specifications as necessary for 
aesthetic intent, font specification and text layout, and fabrication techniques as required and as needed  
to address maintenance & durability.
Any structural/electrical intent will be outlined only as it may relate to the aforementioned.  Required 
structural engineering and electrical design will be the responsibility of the fabricator.
Drawings will be developed accordingly for submittal at the 60%, 95% and Final levels.
Along with the drawings, technical specifications in the appropriate format and a
probable cost estimate will be developed.
Design Intent Documentation Total $3735
GRAND TOTAL   $6935
Gateway Identity Monumentation
Design Development - 30%
Utilizing the 2 concepts from from the initial Wall Street Improvements phase and working with the design 
team, make any needed adjustments in response to current project approach, maintainance, and any 
applicable restrictions or special circumstances.
Position both concepts within the hardscape framework, taking into account pedestrian and vehicular traffic 
patterns, sightlines, viewpoints and available space as they may relate to element configuration.
Develop color sketches, 3D models and/or plan views as necessary to represent each concept, inclusive of any 
modifications, so that they are aesthetically compatible with and complimentary to the proposed 
improvements and existing conditions.
Present concepts to City of Chandler for review and selection of a preferred concept.  Any necessary 
refinements to occur within the 60% submittal.
Design Development Total $3200
J2 Engineering and Environmental Design - Jeff Velasquez
August 3, 2022

ph: (602) 680 - 8264
www.traceconsulting.us
1201 East Jefferson Street ► Suite 3 
Phoenix ► AZ ► 85034 
Certified S/M/DBE 
June 3, 2021 
 
Rod Penniman 
Senior Project Manager 
4600 E. Washington St., Suite 600 
Phoenix, AZ 85034 
 
Phone: (602) 733-6026 
Email: rod.penniman@woodplc.com 
 
Re: 
Scope of Services and Fee Proposal for 
Wall Street Pedestrian Improvements – Topographic Survey Services 
 
 
Dear Mr. Penniman: 
 
TRACE Consulting, LLC (TRACE) is pleased to submit the enclosed Scope of Services and Fee Proposal for professional 
services for the referenced project. The Scope of Services is based on your email dated June 3, 2021. 
 
We are excited about the opportunity to work with the Wood PLC team and the City of Chandler (Owner) on this project 
and look forward to providing quality and timely professional services. We are ready to begin work immediately.  
 
If you have any questions, please feel free to contact me at (602) 680-8264.  
 
Sincerely, 
 
TRACE Consulting, LLC. 
 
 
 
 
 
 
 
Chintan S. Jhaveri, PE 
 
 
 
Richard L. Andersen, RLS 
Principal  
 
 
 
 
Survey Manager 
 
 
 
 
 
 
 
 
Enclosures: 
Scope of Services 
Fee Estimate 
 
 
N:\2021\S - Wall Street Chandler Survey\Wall Street Pedestrian Improvements Survey - SOS 2021-06-03.docx

TRACE Consulting, LLC 
Page 1 of 3 
Wall Street Chandler Survey 
 
 
Chandler, AZ 
 
SCOPE OF SERVICES 
WALL STREET PEDESTRIAN IMPROVEMENTS 
TOPOGRAPHIC SURVEY SERVICES 
TRACE’s scope of services will support the Wood team by providing topographic field survey for Wall Street Pedestrian 
Improvements in Chandler, Arizona.  Figure 1 below shows the general survey limits highlighted in yellow. 
Figure1: Project Survey Limits (north to the right) 
 
PROJECT TASKS 
1.0 
Topographic Survey 
Survey Control:  
TRACE shall perform ground survey to tie into existing project control provided by Wood. 
Field Survey: 
TRACE will perform supplemental topographic survey to include edge of buildings, finish floor elevations at entry’s 
facing Wall Street, parking lot edges and driveway entrances, block walls, wood, chain link, and metal fences, 
gates, brick paver areas, trash bin enclosures, sidewalk, curb ramps, bollards, ribbon curb, single curb, curb and 
gutter, limits of concrete pavement, all visible utilities (excluding meter boxes and conduits mounted on the building 
faces), landscaped areas including trees with 6” or larger base and shrubs 2’ diameter or larger.  
Task Deliverables:  
• 
ASCII text file (.txt)

TRACE Consulting, LLC 
Page 2 of 3 
Wall Street Chandler Survey 
 
 
Chandler, AZ 
 
 
2.0 
Legal Description 
TRACE shall prepare one (5) legal descriptions of APS easements. We shall also prepare an accompanying sketch 
in AutoCAD of the land interest to be acquired in the format required by the City of Chandler. Each legal description 
shall be considered a separate document and shall be reviewed, sealed and signed by a Professional Land 
Surveyor registered in the State of Arizona. 
Task Deliverables:  
• 
Up to 5 Legal Descriptions with Exhibits (sealed, in .pdf) 
 
EXCLUSIONS 
• 
Aerial Mapping and Orthophotography 
• 
Obtaining Title Reports 
• 
Utility Research and Mapping 
• 
Sub-surface Utility Exploration 
• 
Right of Way base mapping 
• 
Anything not specifically included is excluded.

TRACE Consulting, LLC 
Page 3 of 3 
Wall Street Chandler Survey 
 
 
 
 
 
 
Chandler, AZ 
 
 
 
FEE ESTIMATE (Lump Sum) 
 
 
Project 
Principal
Project 
Manager
Project 
Engineer
Survey 
Manager
Sr. CADD 
Technician
Survey 
Crew
Admin
187.19
$      
154.46
$      
120.43
$      
115.19
$        
93.59
$        
137.45
$      
54.98
$        
Total
1.0 Topographic Survey
Survey Control
1
1
6
8
1,033.48
$                
Field Survey
4
4
24
32
4,133.92
$                
2.0 Legal Description
APS Easement (5)
16
40
56
5,586.64
$                
Total
-
             
-
             
-
             
21
                 
45
               
30
               
-
             
96
               
10,754.04
$              
FEE ESTIMATE
CONTRACT TASK/PHASE
TOTAL
HOURS

ID
Task Name
Duration
Start
Finish
1
Notice to Proceed
1 day
Mon 10/3/22
Mon 10/3/22
2
Project Kickoff Meeting
1 day
Tue 10/4/22
Tue 10/4/22
3
Field Survey & Mapping
10 days
Mon 10/3/22
Fri 10/14/22
4
30% Plan Preparation
15 days
Fri 10/14/22
Thu 11/3/22
5
Geotechnical Investigation
15 days
Tue 10/11/22
Mon 10/31/22
6
Submit 30% Plans & Cost Estimate
1 day
Thu 11/3/22
Thu 11/3/22
7
City Review
15 days
Fri 11/4/22
Thu 11/24/22
8
60% Plan Preparation
20 days
Thu 11/24/22
Wed 12/21/22
9
Submit 60% Plans, Specifications & Cost Estimate 1 day
Thu 12/22/22
Thu 12/22/22
10
City Review
10 days
Fri 12/23/22
Thu 1/5/23
11
90% Plan Preparation
15 days
Fri 1/6/23
Thu 1/26/23
12
Submit 90% Plans, Specifications & Cost Estimate 1 day
Fri 1/27/23
Fri 1/27/23
13
City Review
10 days
Fri 1/27/23
Thu 2/9/23
14
100% Plan Preparation
10 days
Thu 2/9/23
Wed 2/22/23
15
Submit 100% Plans, Specifications & Cost Estimate1 day
Wed 2/22/23
Wed 2/22/23
16
Bid Set
1 day
Wed 3/1/23
Wed 3/1/23
17
Construction Contract Award
1 day
Wed 5/31/23
Wed 5/31/23
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
4th Quarter
1st Quarter
2nd Quarter
Wall Street Improvements
August 24, 2022
Page 1

Project Name: WALL STREET IMPROVEMENTS 
Page C-1 
Project No.: CA2202.201 
Rev. 7/20/2022 
 
 
EXHIBIT “C” 
INSURANCE REQUIREMENTS 
 
1. 
General. 
 
1.1 At the same time as execution of this Agreement, Consultant must furnish 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 will not be deemed to apply to required Workers’ 
Compensation coverage.  
 
1.2 Consultant and any of its subconsultants 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. 
 
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. 
 
1.4 City in no way warrants that the minimum insurance limits contained in this Agreement are 
sufficient to protect Consultant from liabilities that might arise out of the performance of 
the Agreement services under this Agreement by Consultant, its agents, representatives, 
employees, subconsultants, and Consultant is free to purchase any additional insurance as 
may be determined necessary. 
 
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 Consultant 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. 
 
1.6 Use of subconsultants:  If any work is subcontracted in any way, Consultant must execute a 
written Agreement with subconsultant containing the same Indemnification Clause and 
Insurance Requirements as City requires of Consultant in this Agreement. Consultant is 
responsible for executing the Agreement with the subconsultant and obtaining Certificates 
of Insurance and verifying the insurance requirements. 
 
2. 
Minimum Scope and Limits of Insurance.  Consultant must provide coverage with limits of 
liability not less than those stated below. 
 
2.1 Professional Liability.  If the Agreement is the subject of any professional services or work 
performed by Consultant, or if Consultant engages in any professional services or work 
adjunct or residual to performing the work under this Agreement, Consultant must maintain 
Professional Liability insurance covering errors and omissions arising out of the work or 
services performed by Consultant, or anyone employed by Consultant, or anyone whose 
acts, mistakes, errors and omissions Consultant is legally liable, with a liability limit of 
$1,000,000 each claim and $2,000,000 all claims.  In the event the Professional Liability 
insurance policy is written on a “claims made” basis, coverage must extend for 3 years past

Project Name: WALL STREET IMPROVEMENTS 
Page C-2 
Project No.: CA2202.201 
Rev. 7/20/2022 
 
 
completion and acceptance of the work or services, and Consultant, or its selected Design 
Professional will submit Certificates of Insurance as evidence the required coverage is in 
effect.  The Design Professional must annually submit Certificates of Insurance citing that the 
applicable coverage is in force and contains the required provisions for a 3 year period. 
 
2.2 Commercial General Liability-Occurrence Form.  Consultant 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. 
 
2.3 Automobile Liability-Any Auto or Owned, Hired and Non-Owned Vehicles  
 
Vehicle Liability:  Consultant must maintain Business/Automobile Liability insurance with a 
limit of $1,000,000 each accident on Consultant owned, hired, and non-owned vehicles 
assigned to or used in the performance of Consultant’s work or services 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. 
 
2.4 Workers Compensation and Employers Liability Insurance:  Consultant must maintain Workers 
Compensation insurance to cover obligations imposed by federal and state statutes having 
jurisdiction of Consultant employees engaged in the performance of work or services 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. 
 
3. 
Additional Policy Provisions Required. 
 
3.1 Self-Insured Retentions or Deductibles.  Any self-insured retentions and deductibles must be 
declared and approved by City.  If not approved, City may require that the insurer reduce or 
eliminate any deductible or self-insured retentions with respect to City, its officers, officials, 
agents, employees, and volunteers. 
 
3.1.1. Consultant’s insurance must contain broad form contractual liability coverage. 
 
3.1.2. Consultant’s insurance coverage must be primary insurance with respect to City, its 
officers, officials, agents, and employees.  Any insurance or self-insurance maintained 
by City, its officers, officials, agents, and employees will be in excess of the coverage 
provided by Consultant and must not contribute to it. 
 
3.1.3. Consultant’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. 
 
3.1.4. Coverage provided by Consultant must not be limited to the liability assumed under 
the indemnification provisions of this Agreement.

Project Name: WALL STREET IMPROVEMENTS 
Page C-3 
Project No.: CA2202.201 
Rev. 7/20/2022 
 
 
3.1.5. The policies must contain a severability of interest clause and waiver of subrogation 
against City, its officers, officials, agents, and employees, for losses arising from Work 
performed by Consultant for City. (Does not apply to Professional Liability coverage.) 
 
3.1.6. Consultant, 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.  Consultant must submit a 
Certificate of Insurance evidencing Commercial General Liability insurance during this 
3-year period containing all the Agreement insurance requirements, including 
naming City of Chandler, its agents, representatives, officers, directors, officials and 
employees as Additional Insured as required. 
 
3.1.7. If a Certificate of Insurance is submitted as verification of coverage, 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.   
 
3.2.  Insurance Cancellation During Term of Agreement.  
3.2.1. If any of the required policies expire during the life of this Agreement, Consultant 
must forward renewal or replacement Certificates to City within 10 days after the 
renewal date containing all the required insurance provisions. 
 
3.2.2. 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 thirty (30) days prior written notice has been given to City, except when 
cancellation is for non-payment of premium, then ten (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 required notice, Consultant or its 
insurance broker must notify City of any cancellation, suspension, non-renewal of any 
insurance within seven (7) days of receipt of insurers’ notification to that effect.  
 
3.3 
City as Additional Insured.  The policies are to contain, or be endorsed to contain, the following 
provisions: 
3.3.1. The Commercial General Liability and Automobile Liability policies are to contain, or 
be endorsed to contain, the following provisions:  City, its officers, officials, agents, 
and employees are additional insureds with respect to liability arising out of activities 
performed by, or on behalf of, Consultant; Products and Completed operations of 
Consultant; and automobiles owned, leased, hired, or borrowed by Consultant. 
 
3.3.2. City, its officers, officials, agents, and employees must be additional insureds to the 
full limits of liability purchased by Consultant even if those limits of liability are in 
excess of those required by this Agreement.

Project Name: WALL STREET IMPROVEMENTS 
Page AFF-1 
Project No.: CA2202.201  
Rev. 7/20/2022 
 
 
EXHIBIT “D” 
SPECIAL CONDITIONS 
 
 
Standard Details and Specifications. Consultant must be familiar with City’s latest revision of 
the MAG Specifications and MAG Standard Details as amended by City.  City’s current 
amendment to the MAG Specifications, part of City’s Unified Development Manual, may be found 
and downloaded from City’s website at http://www.chandleraz.gov/udm.   
 
City Ownership of Project Documents. All work products (electronically or manually 
generated) including, but not limited to: plans, specifications, cost estimates, field notes, 
tracings, studies, investigations, design analyses, original drawings, original mylars, Computer 
Aided Drafting and Design (CADD) file diskettes which reflect all final drawings, and other 
related documents which are prepared in the performance of this Agreement (collectively 
referred to as "Documents") are to be and remain the property of City and are to be delivered 
to the Project Manager before the final payment is made to Consultant. In the event these 
Documents are altered, modified or adapted without the written consent of Consultant, 
which consent Consultant must not unreasonably withhold, City agrees to hold Consultant 
harmless to the extent permitted by law from the legal liability arising out of City's alteration, 
modification or adaptation of the Documents. 
 
Re-use of Documents. The parties agree the documents, drawings, specifications and designs, 
although the property of City,  are prepared for this specific project and are not intended nor 
represented by Consultant to be suitable for re-use for any other project.  Any re-use without 
written verification or adaptation by Consultant for the specific purpose intended will be at 
City’s sole risk and without liability or legal exposure to Consultant. 
 
Patent Fees and Royalties. Consultant must pay all license fees and royalties and assume all 
costs incidental to the use, in the performance of the work or the incorporation in the work 
of any invention, design, process, product, or device which is the subject of patent rights or 
copyrights held by others.  If a particular invention, design, process, product, or device is 
specified in the Agreement for use in the performance of the work and if, to the actual 
knowledge of City, its use is subject to patent rights or copyrights calling for the payment of 
any license fee or royalty to others, the existence of such rights will be disclosed by City in the 
Agreement.  Consultant must defend, indemnify and hold harmless City and anyone directly 
or indirectly employed by City from and against all claims, damages, losses, and expenses 
(including attorneys’ fees) arising out of any infringement of patent rights or copyrights 
incidental to the use in the performance of the work, or resulting from the incorporation in 
the work of any invention, design, process, product, or device not specified in the Agreement, 
and must defend all such claims in connection with any alleged infringement of such rights.  
 
License to City for Reasonable Use. With this Agreement, Consultant and its subconsultants 
hereby grant a license to City, its agents, employees, and representatives for an indefinite 
period of time to reasonably use, make copies, and distribute as appropriate the Documents, 
works or deliverables developed or created as a result of the Project and this Agreement. This 
license also includes the making of derivative works.

Project Name: WALL STREET IMPROVEMENTS 
Page AFF-2 
Project No.: CA2202.201  
Rev. 7/20/2022 
 
 
Documents to Bear Seal. Consultant and its subconsultants must endorse by professional 
seal all plans, works, and deliverables prepared by each for this Agreement as required by 
state law.