Agreement - M.R. Tanner

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City Clerk Document No.  
 
City Council Meeting Date: May 8, 2025 
CITY OF CHANDLER SERVICES AGREEMENT 
STREET MAINTENANCE REPAVING, SURFACE SEAL AND REPAIR SERVICES 
CITY OF CHANDLER AGREEMENT NO. PW5-745-4887 
THIS AGREEMENT (Agreement) is made and entered into by and between the City of Chandler, an 
Arizona municipal corporation (City), and M.R. Tanner Development & Construction, LLC, an 
Arizona Limited Liability Company (Contractor), (City and Contractor may individually be referred 
to as Party and collectively referred to as Parties) and made  
__________ 
________ 
, 2025 
(Effective Date). 
RECITALS 
A. City proposes to provide street maintenance repaving, surface seal and repair services as more
fully described in Exhibit A, which is attached to and made a part of this Agreement by this
reference.
B. Contractor 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 contract with the Contractor 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 Contractor agree as follows: 
SECTION I: DEFINITIONS 
For purposes of this Agreement, the following definitions apply: 
Agreement means the legal agreement executed between the City and the Contractor  
City means the City of Chandler, Arizona 
Contractor means the individual, partnership, or corporation named in the Agreement 
Days means calendar days 
May, Should means something that is not mandatory but permissible 
Shall, Will, Must means a mandatory requirement 
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SECTION II: CONTRACTOR’S SERVICES 
 
Contractor must perform the services described in Exhibit A to the 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 Contractor under this Agreement must be performed in a skilled and workmanlike 
manner. Unless authorized by the City in writing, all fixtures, furnishings, and equipment 
furnished by Contractor as part of the work or services under this Agreement must be new, or the 
latest model, and of the most suitable grade and quality for the intended purpose of the work or 
service.  
 
SECTION III: PERIOD OF SERVICE 
 
Contractor must perform the services described in Exhibit A for the term of this Agreement.  
 
The term of the Agreement is ONE year, and begins on May 9, 2025, and ends on May 8, 2026, 
unless sooner terminated in accordance with the provisions of this Agreement. The City and the 
Contractor may mutually agree to extend the Agreement for up to FOUR additional terms of ONE 
year each, or portions thereof. The City reserves the right, at its sole discretion, to extend the 
Agreement for up to 60 days beyond the expiration of any extension term.   
 
SECTION lV: PAYMENT OF COMPENSATION AND FEES 
 
4.1 Unless amended in writing by the Parties, Contractor's compensation and fees as more fully 
described in Exhibit B for performance of the services approved and accepted by the City under 
this Agreement must not exceed $17,300,000. Contractor must submit requests for payment for 
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 subcontractor’s or supplier’s actual requests 
for payment plus similar narrative and listing of their work. 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 completed on the service during the preceding month. All requests for payment must be 
submitted to the City for review and approval. The City will make payment for approved and 
accepted services within 30 days of the City’s receipt of the request for payment.  
 
4.2 Applicable Taxes. The Contractor will pay all applicable taxes. The City is subject to all 
applicable state and local transaction privilege taxes. To the extent any state and local transaction 
privilege taxes apply to sales made under the terms of this Agreement, it is the responsibility of 
the Contractor to collect and remit all applicable taxes to the proper taxing jurisdiction of 
authority. 
 
4.3 Tax Indemnification. The Contractor and all subcontractors will pay all Federal, state, and local 
taxes applicable to its operation and any persons employed by the Contractor. The Contractor will 
and require all subcontractors to hold the City harmless from any responsibility for taxes, 
damages, and interest, if applicable, contributions required under Federal, state, and local laws 
and regulations and any other costs including transaction privilege taxes, unemployment 
compensation insurance, Social Security, and Worker’s Compensation. 
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4.4 All prices offered herein shall be firm against any increase for the initial term of the 
Agreement.  Prior to commencement of subsequent renewal terms, the City may approve a fully 
documented request for a price adjustment. The City shall determine whether any requested 
price increases for extension terms is acceptable to the City. If the City approves the price 
increase, the price shall remain firm for the renewal term for which it was requested. If a price 
increase is agreed upon by the Parties a written Agreement Amendment shall be approved and 
executed by the Parties. 
 
SECTION V: GENERAL CONDITIONS 
 
5.1 Records/Audit. Records of the Contractor's direct personnel payroll, reimbursable expenses 
pertaining to this Agreement and records of accounts between the City and Contractor must be 
kept on the basis of generally accepted accounting principles and must be made available to the 
City and its auditors for up to three years following the City’s final acceptance of the services 
under this Agreement. The City, its authorized representative, or any federal agency, reserves the 
right to audit Contractor's records to verify the accuracy and appropriateness of all cost and 
pricing data, including data used to negotiate this Agreement and any amendments. The City 
reserves the right to decrease the total amount of Agreement price or payments made under this 
Agreement or request reimbursement from the Contractor following final contract payment on 
this Agreement if, upon audit of the Contractor's records, the audit discloses the Contractor has 
provided false, misleading, or inaccurate cost and pricing data. The Contractor will include a 
similar provision in all of its contracts with subcontractors providing services under the Agreement 
Documents to ensure that the City, its authorized representative, or the appropriate federal 
agency, has access to the subcontractors’ records to verify the accuracy of all cost and pricing 
data. The City reserves the right to decrease Contract price or payments made on this Agreement 
or request reimbursement from the Contractor following final payment on this Agreement if the 
above provision is not included in subcontractor agreements, and one or more subcontractors 
refuse to allow the 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 the Contractor has 
provided false, misleading, or inaccurate cost and pricing data, and the cost discrepancies exceed 
1% of the total Agreement billings, the Contractor will be liable for reimbursement of the 
reasonable, actual cost of the audit. 
 
5.2 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 the 
City. However, before any modified work is started, a written amendment must be approved and 
executed by the City and the Contractor. Such amendment must not be effective until approved 
by the City. Additions to, modifications, or deletions from this Agreement as provided herein may 
be made, and the compensation to be paid to the Contractor may accordingly be adjusted by 
mutual agreement of the Parties. It is distinctly understood and agreed that no claim for extra 
work done or materials furnished by the Contractor will be allowed by the City except as provided 
herein, nor must the Contractor 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 
the Contractor without prior written authorization will be at Contractor's own risk, cost, and 
expense, and Contractor hereby agrees that without written authorization Contractor will make no 
claim for compensation for such work or materials furnished. 
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5.3 Termination for Convenience. The City and the Contractor hereby agree to the full 
performance of the covenants contained herein, except that the 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 
the Contractor. In the event the City abandons or suspends the services, or any part of the 
services as provided in this Agreement, the City will notify the Contractor in writing and 
immediately after receiving such notice, the Contractor must discontinue advancing the work 
specified under this Agreement. Upon such termination, abandonment, or suspension, the 
Contractor must deliver to the City all drawings, plans, specifications, special provisions, 
estimates and other work entirely or partially completed, together with all unused materials 
supplied by the City. The Contractor must appraise the work Contractor has completed and 
submit Contractor's appraisal to the City for evaluation. The City may inspect the Contractor's 
work to appraise the work completed. The Contractor will receive compensation in full for 
services performed to the date of such termination. The fee shall be paid in accordance with 
Section IV of this Agreement, and as mutually agreed upon by the Contractor and the 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 
payment exceed the payment set forth in this Agreement nor as amended in accordance with 
Alteration in Character of Work. The City will make the final payment within 60 days after the 
Contractor has delivered the last of the partially completed items and the Parties agree on 
the final payment. If the City is found to have improperly terminated the Agreement for cause 
or default, the termination will be converted to a termination for convenience in accordance 
with the provisions of this Agreement. 
5.4 Termination for Cause. The City may terminate this Agreement for Cause upon the occurrence 
of any one or more of the following events: in the event that (a) the Contractor fails to perform 
pursuant to the terms of this Agreement, (b) the Contractor is adjudged a bankrupt or insolvent, 
(c) the Contractor makes a general assignment for the benefit of creditors, (d) a trustee or receiver 
is appointed for Contractor or for any of Contractor’s property (e) the Contractor files a petition to 
take advantage of any debtor's act, or to reorganize under the bankruptcy or similar laws, (f) the 
Contractor disregards laws, ordinances, rules, regulations or orders of any public body having 
jurisdiction, or (g) the Contractor fails to cure default within the time requested. Where Agreement 
has been so terminated by City, the termination will not affect any rights of City against Contractor 
then existing or which may thereafter accrue. 
 
5.5 Indemnification. The Contractor (lndemnitor) must indemnify, defend, save and hold 
harmless the 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 the Contractor or any of its owners, officers, directors, agents, employees, or 
subcontractors 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 the Contractor to conform to any federal, state or local law, statute, ordinance, rule, 
regulation or court decree. The Contractor must indemnify lndemnitee from and against any 
and all Claims, except those arising solely from lndemnitee's own negligent or willful acts or 
omissions. The Contractor is responsible for primary loss investigation, defense and 
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judgment costs where this indemnification applies. In consideration of the award of this 
Agreement, the Contractor agrees to waive all rights of subrogation against lndemnitee for 
losses arising from or related to this Agreement. The obligations of the Contractor under this 
provision survive the termination or expiration of this Agreement. 
 
5.6 Insurance Requirements. Contractor 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 Contractor and its 
agents, representatives, employees, and subcontractors. Contractor and any subcontractors 
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. The City in no way warrants that the minimum limits stated in Exhibit C are 
sufficient to protect the Contractor from liabilities that might arise out of the performance of 
the work under this Agreement by the Contractor, the Contractor’s agents, representatives, 
employees, or subcontractors. Contractor is free to purchase such additional insurance as 
may be determined necessary. 
 
5.7 Cooperation and Further Documentation. The Contractor agrees to provide the City such 
other duly executed documents as may be reasonably requested by the City to implement 
the intent of this Agreement. 
 
5.8 Notices. Unless otherwise provided, notice 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 date notice is sent 
if by electronic mail, or (c) 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: 
 
For the City 
For the Contractor 
Name: Raquel McMahon                                           Name: Chad Montoya                                                   
Title: Procurement Officer                                        Title: Vice President                                                        
Address: 175 S. Arizona Ave.                                   Address: 1327 W. San Pedro                                        
Chandler, AZ 85225                                                    Gilbert, AZ 85233                                                            
Phone: 480-782-2400                                                 Phone: 480-363-3163                                                    
Email: raquel.mcmahon@chandleraz.gov              Email: cmontoya@mrtanner.com/jskinner@mrtanner.com    
 
5.9 Successors and Assigns. City and Contractor 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 the City nor the Contractor 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 the City. 
 
5.10 Disputes. In any dispute arising out of an interpretation of this Agreement or the duties 
required not disposed of by agreement between the Contractor and the City, the final 
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determination at the administrative level will be made by the City Purchasing and Materials 
Manager. 
 
5.11 Completeness and Accuracy of Contractor's Work. The Contractor must be responsible 
for the completeness and accuracy of Contractor's services, data, and other work prepared or 
compiled under Contractor's obligation under this Agreement and must correct, at 
Contractor's expense, all willful or negligent errors, omissions, or acts that may be 
discovered. The fact that the City has accepted or approved the Contractor's work will in no 
way relieve the Contractor of any of Contractor's responsibilities. 
 
5.12 Withholding Payment. The City reserves the right to withhold funds from the 
Contractor's payments up to the amount equal to the claims the City may have against the 
Contractor 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 the City under the provisions of Section 38-511, Arizona Revised Statutes 
(A.R.S.). 
 
5.14 Independent Contractor. For this Agreement the Contractor constitutes an independent 
contractor. Any provisions in this Agreement that may appear to give the City the right to 
direct the Contractor as to the details of accomplishing the work or to exercise a measure of 
control over the work means that the Contractor must follow the wishes of the 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, the Contractor must 
assign to the City the key personnel that will be involved in performing services prescribed in 
the Agreement. The City may acknowledge its acceptance of such personnel to perform 
services under this Agreement. At any time hereafter that the Contractor desires to change 
key personnel while performing under the Agreement, the Contractor must submit the 
qualifications of the new personnel to the City for prior approval. The Contractor will maintain 
an adequate and competent staff of qualified persons, as may be determined by the City, 
throughout the performance of this Agreement to ensure acceptable and timely completion 
of the Scope of Services. If the City objects, with reasonable cause, to any of the Contractor's 
staff, the Contractor must take prompt corrective action acceptable to the City and, if 
required, remove such personnel from the Project and replace with new personnel agreed to 
by the City. 
 
5.16 Subcontractors. Prior to beginning the work, the Contractor must furnish the City for 
approval the names of subcontractors to be used under this Agreement. Any subsequent 
changes are subject to the 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. 
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5.18 Compliance with Laws. Contractor understands, acknowledges, and agrees to comply 
with the Americans with Disabilities Act, the Immigration Reform and Control Act of 1986 and 
the Drug Free Workplace Act of 1989. All services performed by Contractor must also comply 
with all applicable City of Chandler codes, ordinances, and requirements. Contractor agrees 
to permit the City to verify Contractor’s compliance. 
 
5.19 No Israel Boycott. By entering into this Agreement, Contractor certifies that Contractor 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 the City from awarding a contract 
to any contractor who fails, or whose subcontractors fail, to comply with A.R.S. § 23-214(A). 
Therefore, Contractor agrees Contractor and each subcontractor 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 
Contractor’s or subcontractor’s employee who provides services under this Agreement to 
ensure that the Contractor and subcontractors comply with the warranty under this 
provision. 
 
5.21 Lawful Presence Requirement. A.R.S. §§ 1-501 and 1-502 prohibit the City from awarding 
a contract 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 contract award. This requirement 
does not apply to business organizations such as corporations, partnerships, or limited 
liability companies. 
 
5.22 Forced Labor of Ethnic Uyghurs Prohibited. By entering into this Agreement, Contractor 
certifies and agrees Contractor does not currently use and will not use for the term of this 
Agreement: (i) the forced labor of ethnic Uyghurs in the People's Republic of China; or (ii) any 
goods or services produced by the forced labor of ethnic Uyghurs in the People's Republic of 
China; or (iii) any contractors, subcontractors or suppliers that use the forced labor or any 
goods or services produced by the forced labor of ethnic Uyghurs in the People's Republic of 
China. 
 
5.23 Covenant Against Contingent Fees. Contractor warrants that no person has been 
employed or retained to solicit or secure this Agreement upon an agreement or 
understanding for a commission, percentage, brokerage, or contingent fee, and that no 
member of the Chandler City Council, or any City employee has any interest, financially, or 
otherwise, in Contractor’s firm. For breach or violation of this warrant, the 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. 
 
5.24 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 
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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. 
 
5.25 Disclosure of Information Adverse to the City’s Interests. To evaluate and avoid potential 
conflicts of interest, the Contractor must provide written notice to the City, as set forth in this 
Section, of any work or services performed by the Contractor for third parties that may 
involve or be associated with any real property or personal property owned or leased by the 
City. Such notice must be given seven business days prior to commencement of the services 
by the Contractor for a third party, or seven business days prior to an adverse action as 
defined below. Written notice and disclosure must be sent to the City’s Purchasing and 
Materials Manager. 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 the City; or (b) testifying or 
providing evidence on behalf of any person in connection with an administrative or judicial 
action against the City; or (c) using data to produce income for the Contractor or its 
employees independently of performing the services under this Agreement, without the prior 
written consent of the City. Contractor represents that except for those persons, entities, and 
projects identified to the City, the services performed by the Contractor 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 the City’s interests. Contractor'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. 
 
5.26 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 the Contractor or its subcontractors 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 the Contractor 
or its subcontractors in connection with the Contractor's or its subcontractor’s performance of this 
Agreement is confidential and proprietary information belonging to the City. Except as specifically 
provided in this Agreement, Contractor or its subcontractors must not divulge data to any third 
party without the City’s prior written consent. Contractor or its subcontractors 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 the Contractor or its subcontractors 
have first given the required notice to the City: (a) data which was known to the Contractor or its 
subcontractors prior to its performance under this Agreement unless such data was acquired in 
connection with work performed for the City; or (b) data which was acquired by the Contractor or 
its subcontractors in its performance under this Agreement and which was disclosed to the 
Contractor or its subcontractors by a third party, who to the best of the Contractor's or its 
subcontractors knowledge and belief, had the legal right to make such disclosure and the 
Contractor or its subcontractors are not otherwise required to hold such data in confidence; or (c) 
data which is required to be disclosed by virtue of law, regulation, or court order, to which the 
Contractor or its subcontractors are subject. In the event the Contractor or its subcontractors are 
required or requested to disclose data to a third party, or any other information to which the 
Contractor or its subcontractors became privy as a result of any other contract with the City, the 
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Contractor must first notify the City as set forth in this Section of the request or demand for the 
data. The Contractor or its subcontractors must give the City sufficient facts so that the City can be 
given an opportunity to first give its consent or take such action that the City may deem 
appropriate to protect such data or other information from disclosure. Unless prohibited by law, 
within ten calendar days after completion or termination of services under this Agreement, the 
Contractor or its subcontractors must promptly deliver, as set forth in this Section, a copy of all 
data to the City. All data must continue to be subject to the confidentiality agreements of this 
Agreement. Contractor or its subcontractors assume all liability to maintain the confidentiality of 
the data in its possession and agrees to compensate the City if any of the provisions of this 
Section are violated by the Contractor, its employees, agents or subcontractors. 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. Contractor agrees that the 
requirements of this Section must be incorporated into all subcontracts entered into by 
Contractor. A violation of this Section may result in immediate termination of this Agreement 
without notice. 
 
5.27 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 Contractor and any of its 
subcontractors. At a minimum, Contractor 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 
Contractor or its subcontractors in connection with this Agreement is believed to have been 
compromised, Contractor or its subcontractors must immediately notify the City contact. 
Contractor agrees to reimburse the City for any costs incurred by the City to investigate 
potential breaches of this data and, where applicable, the cost of notifying individuals who 
may be impacted by the breach. Contractor agrees that the requirements of this Section must 
be incorporated into all subcontracts entered into by Contractor. 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 Contractor or its subcontractors under this 
Section must survive the termination of this Agreement. 
 
5.28 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. 
 
5.29 Survival. All warranties, representations, and indemnifications by the Contractor must 
survive the completion or termination of this Agreement. 
 
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5.30 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.  
 
5.31 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. 
 
5.32 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. 
 
5.33 Time is of the Essence. Time of each of the terms, covenants, and conditions of this 
Agreement is hereby expressly made of the essence. 
 
5.34 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 the 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. 
 
5.35 Delivery.  All prices are F.O.B. Destination and include all delivery and unloading at the 
specified destinations.  The Contractor will retain title and control of all goods until they are 
delivered and accepted by the City.  All risk of transportation and all related charges will be 
the responsibility of the Contractor.  All claims for visible or concealed damage will be filed by 
the Contractor.  The City will notify the Contractor promptly of any damaged goods and will 
assist the Contractor in arranging for inspection. 
 
5.36 Third Party Beneficiary. Nothing under this Agreement will be construed to give any 
rights or benefits in the Agreement to anyone other than the City and the Contractor, and all 
duties and responsibilities undertaken pursuant to this Agreement will be for the sole and 
exclusive benefit of City and the Contractor and not for the benefit of any other party. 
 
5.37 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 the Exhibits, the provisions 
in this Agreement prevail. 
 
5.38 Document/Information Release. Documents and materials released to the Contractor, 
which are identified by the City as sensitive and confidential, are the City’s property. The 
document/material must be issued by and returned to the City upon completion of the 
services under this Agreement. Contractor’s secondary distribution, disclosure, copying, or 
duplication in any manner is prohibited without the 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.  
 
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5.39 Exhibits. The following exhibits are made a part of this Agreement and are incorporated 
by reference: 
 
Exhibit A - Project Description/Scope of Services  
Exhibit G1-G2 - Construction Sign Detail 
Exhibit B - Compensation and Fees 
 
 
 
Exhibit C - Insurance Requirements 
 
 
 
Exhibit D - Special Conditions  
Exhibit E -ADA Truncated Domes 
Exhibit F -Subcontractor’s List 
 
5.40 Special Conditions. As part of the services Contractor provides under this Agreement, 
Contractor agrees to comply with and fully perform the special terms and conditions set forth 
in Exhibit D, which is attached to and made a part of this Agreement. 
 
5.41 Cooperative Use of Agreement.  In addition to the City of Chandler and with approval of 
the Contractor, 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 and/or procurement rules and regulations of the 
respective political entity. 
 
If required to provide services on a school district property at least five times during a month, 
the Contractor will submit a full set of fingerprints to the school of each person or employee 
who may provide such service.  The District will conduct a fingerprint check in accordance 
with A.R.S. 41-1750 and Public Law 92-544 of all Contractors, subcontractors or vendors and 
their employees for which fingerprints are submitted to the District. Additionally, the 
Contractor will comply with the governing body fingerprinting policies of each individual 
school district/public entity.  The Contractor, sub-contractors, vendors and their employees 
will not provide services on school district properties until authorized by the District. 
 
Orders placed by other agencies and payment thereof will be the sole responsibility of that 
agency.  The City will not be responsible for any disputes arising out of transactions made by 
other agencies who utilize this Agreement. 
 
5.42 Non-Discrimination and Anti-Harassment Laws. Contractor must comply with all 
applicable City, state, and federal non-discrimination and anti-harassment laws, rules, and 
regulations. 
 
5.43 Licenses and Permits. Beginning with the Effective Date and for the full term of this 
Agreement, Contractor must maintain all applicable City, state, and federal licenses and 
permits required to fully perform Contractor’s services under this Agreement. 
 
5.44 Warranties. Contractor must furnish a one-year warranty on all work and services 
performed under this Agreement. Contractor must furnish, or cause to be furnished, a two-
year warranty on all fixtures, furnishings, and equipment furnished by Contractor, 
subcontractors, or suppliers under this Agreement. Any defects in design, workmanship, or 
materials that do not comply with this Agreement must be corrected by Contractor (including, 
but not limited to, all parts and labor) at Contractor’s sole cost and expense. All written 
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warranties and redlines for as-built conditions must be delivered to the City on or before the 
City’s final acceptance of Contractor’s services under this Agreement.  
 
5.45 Emergency Purchases.  City reserves the rights to purchase from other sources those 
items, which are required on an emergency basis and cannot be supplied immediately by the 
Contractor. 
 
5.46 Non-Exclusive Agreement. This agreement is for the sole convenience of the City of 
Chandler. The City reserves the right to obtain like goods or services from another source 
when necessary. 
 
5.47 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 expenditure.  The 
City does not represent that this budget item will be actually adopted. This determination is solely 
made by the City Council at the time Council adopts the budget. 
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This Agreement shall be in full force and effect only when it has been approved and executed by the 
duly authorized City officials. 
FOR THE CITY 
FOR THE CONTRACTOR 
By: _________________________________________ 
By: _________________________________________ 
Its: ____________Mayor_______________________ 
Its: _________________________________________ 
APPROVED AS TO FORM: 
By: _________________________________________ 
City Attorney 
ATTEST: 
By: _________________________________________ 
City Clerk 
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President

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EXHIBIT A TO AGREEMENT 
SCOPE OF SERVICES 
 
GENERAL INFORMATION  
 
Contractor to provide STREETS MAINTENANCE REPAVING, SURFACE/SLURRY SEALS, AND GENERAL REPAIR 
SERVICES as specified herein.  
  
Contractor will self-perform all STREETS MAINTENANCE REPAVING, SURFACE/SLURRY SEALS, AND GENERAL 
REPAIR SERVICES as specified herein, however those services requiring the use of CITY Pre-APPROVED sub-
contractor(s) the contractor is required to act as the Prime General Contractor and the City’s single point of contact.   
 
GENERAL VENDOR QUALIFICATIONS 
 
The Contractor shall be in compliance with all applicable Federal, State, Local, ANSI and OSHA laws, rules and 
regulations and all other applicable regulations for the term of this contract. 
 
The Contractor, without additional expense to the City, shall be responsible for obtaining and maintaining any 
necessary licenses and permits required in connection with the completion of the required services herein. 
 
The Contractor must hold a valid license issued by the State of Arizona Registrar of Contractors prior to submission 
of a proposal/bid and must maintain same throughout the duration of the contract term and any subsequent 
contract extensions. Failure to maintain said license may be grounds for default of the contract and subsequent 
termination. 
 
The Contractor may not subcontract any segment or services covered herein, without prior approval of the Contract 
Administrator.  All subcontractors used under the scope of this contract shall meet all requirements, terms and 
conditions set forth herein.  All subcontracted services shall be warranted by and be the responsibility of the 
Contractor. 
 
All products supplied by the Contractor shall meet all applicable Federal, State, Local, ANSI, and OSHA laws, rules, and 
regulations pertaining to the products covered under the scope of this contract. 
 
TABLE OF CONTENTS 
I. 
GENERAL REQUIREMENTS. 
II. 
ASPHALT REPAVING MILL AND OVERLAY/INLAY.   
III. 
SLURRY SEAL.   
IV. 
SURFACE SEAL. 
V. 
ALLEY.   
VI. 
ALLOWANCES. 
 
I. GENERAL REQUIREMENTS.  
 
1. MAG.  CONTRACTOR shall use the most current version of CITY/agency and/or Maricopa Association of 
Governments (M.A.G.) standard details and specifications for inspection and quality assurance for all work 
being done under this Agreement. CONTRACTOR shall be responsible for ensuring that workmanship, 
materials, equipment, and site preparation meet or exceed the required specifications. The Contract 
Administrator/designee will inspect all phases of work and any unsatisfactory work or preparation shall be 
redone at no additional cost to the CITY.  The CITY reserves the right to adjust the amount of work required 
and number of locations involved.    
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2. STAGING.  CONTRACTOR shall be responsible for obtaining, maintaining, and securing their construction 
staging yard at the CONTRACTORS expense.    
 
3. Permits.  CONTRACTOR shall be responsible for obtaining all permits required to properly perform and 
complete this the project for the Streets Division.  Any other CITY departments utilizing this Agreement shall 
be responsible for overseeing their own projects and providing their own permits, if required. 
 
4. Blue Stake. CONTRACTOR shall be responsible for identifying and locating (Blue Stake) all existing utilities 
affected by the work.  CONTRACTOR shall be responsible for the repair of all damaged utilities resulting 
from this work and will coordinate with utility companies and affected residents and businesses for 
required outages. 
 
5. Project Signs.  Whenever any work is being done in CITY streets, easements or right of 
way for which approval by CITY of a traffic control plan is required, the person or persons 
performing such work shall maintain at the site of such work at all times during which any 
such work is being done, signage meeting the requirements set forth below and providing 
information to the public as follows (see Exhibit G): 
 
a. Be installed on temporary supports at an approved location; 
b. Be placed in such positions that they can be read by traffic from each direction; 
c. Be colored “construction orange” with black letters; 
d. Have block letters at least 6” in height; 
e. Contain the following information:  the name of CONTRACTOR for whom the work 
is being performed; the name of the CONTRACTOR actually performing the work; a 
general description of the work to be done; the time frame within which the work 
will be performed, i.e. the date work will commence and the date all work will be 
completed; a 24-hour contact phone number where persons may speak with a 
representative of the CONTRACTOR for whom the work is being performed or may 
leave a request to speak with such a representative and for which all calls will be 
returned by such a representative of the CONTRACTOR within 24-hours. 
 
6. Dust Control.  CONTRACTOR shall keep suitable equipment on hand at the job site for maintaining dust 
control and shall employ appropriate equipment for that purpose in accordance with the requirements of 
the “Maricopa County Health Department Air Pollution Control Regulations” CONTRACTOR shall be 
responsible for obtaining an Air Quality Permit from Maricopa County prior to starting the require work, 
especially if earth-moving operations are involved.  CONTRACTOR shall pay all permit fees. 
 
7. Demo and Removal.  CONTRACTOR shall remove excavated and demolished materials immediately from 
work site at their cost.  Steel plates shall be used (per MAG Standard Detail 211) where excavated area 
cannot be backfilled or where concrete placement for valley gutters across roadway surface or drive 
entrances are done in phases.  Steel plates shall be gradually ramped from plate edges with EPA approved 
material and the street or drive entrance opened immediately to traffic.  CONTRACTOR shall use barricades 
and “sidewalk closed” signs as required 
 
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8. Air Quality.  CONTRACTOR shall be responsible for obtaining an Air Quality Permit from Maricopa County 
prior to starting the required work, especially if earth-moving operations are involved. CONTRACTOR shall 
pay all permit fees.  
 
9. Water for repair and maintenance purpose. Should CONTRACTOR desire to use water from CITY mains, 
CONTRACTOR shall make application to the City Water Quality Department for a fire hydrant meter and pay 
all the required deposits and costs. CONTRACTOR shall not take water from CITY mains until a meter is 
installed.  
 
10. Site Cleaning.  All public and private property and grounds occupied by CONTRACTOR in connection with 
the work shall be cleaned of all debris and excess materials (to include mud and concrete residue in all 
affected gutter flow lines) after each workday; additionally, temporary structures and equipment shall be 
removed at the end of the project.  CONTRACTOR shall utilize a PM-10 certified mechanical broom sweeper 
throughout the workday for cleanup.  All parts of the work shall be left in an acceptable condition before 
final acceptance. 
 
11. Notification of Public.  CONTRACTOR shall notify all affected citizens and businesses by door flyer 48 hours 
prior to start of work.  Door flyer shall include, as a minimum, all pertinent information such as description 
of work, date, time, schedules and CONTRACTOR name, and a 24-hour contact phone number(s).  The flyer 
information shall be submitted to the Contract Administrator/Designee for approval prior to distribution.  
Pertinent information to be placed on Door Flyers. 
 
*CONTRACTOR – Name and Information 
*Date of work to be done 
*Type of work – (Ex.  Mill and Inlay, Slurry Seal, Surface Seal). 
*General Information – (Ex.  if Slurry Seal or Surface Seal:  Requesting no sharp turns on seal to reduce 
material scaring on street surfaces.  Ask resident not to drive on fresh seal material – provide 
information to the residents as to how to remove slurry material from shoes, driveways or vehicles. 
*Request to have vehicles moved out of the project area – (Ex.  No parking on street allowed for next 24-
huours; if needed, cars will be towed at owner’s expense). 
 
12. Construction Signage.  CONTRACTOR shall adhere to all CITY, State and Federal Traffic and Safety 
guidance, City of Chandler Traffic Barricades Design Manual #7, City of Chandler Municipal code 46-2.7.E 
construction sign requirements and the Manual on Uniform Traffic Control Devices (MUTCD).  CONTRACTOR 
shall submit all traffic control plans for approval to the City of Chandler Transportation and Development 
Department before any work may progress.  CONTRACTOR shall use the appropriate type and number of 
barricades to protect the public from harm and the work site from damage.  CONTRACTOR shall place 
appropriate warning signs, such as “Sidewalk Close” signs and other signs as required by the MUTCD or the 
Contract Administrator/Designee.   
 
13. Protection of adjacent property.  CONTRACTOR shall take all necessary steps to protect adjacent public or 
private properties during work.  CONTRACTOR shall restore any damage to adjacent property at 
CONTRACTOR expense and to the satisfaction of the Contract Administrator/designee. 
 
14.  Work quantities and locations.  The listed under this Agreement are subject to change and may be done 
solely at the discretion of the CITY.  The CITY will provide CONTRACTOR with a list of the locations and 
approximate square yards of each location when required. 
 
15. Work Schedule.  CONTRACTOR shall submit to Contract Administrator/designee a written proposed 
schedule of work for approval prior to commencing any work under this Agreement 
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16. Stop Work.   The CITY reserves the right to stop work under this Agreement at any time if, in their opinion: 
a) 
weather conditions become adverse; 
b) 
quality of work is deemed unacceptable; 
c) 
conflicts in CONTRACTOR equipment or personnel cause delays in getting work completed; 
d) 
work schedules/locations conflict with other CITY activities;   
e) 
material is deemed unacceptable by Contract Administrator/designee. 
 
17. Estimated Quantities.  There is no guarantee as to minimum quantities required by CITY.  The CITY 
reserves the right to increase or decrease the actual quantities used to complete the project.  Payment shall 
be based on actual quantities.   
 
18. INSPECTIONS:  CITY will perform inspection and shall require forty-eight (48) hour notice before the start of 
work. CONTRACTOR shall call the CONTRACT ADMINISTRATOR/designee at (480) 782-3500 prior to start of 
work.  The CONTRACTOR shall provide weekly schedule to the CONTRACT ADMINISTRATOR/designee no 
later than the Wednesday prior to the work being performed the following week. 
 
19. Payment Applications and Invoices.  CONTRACTOR shall submit invoices for payment to Contract 
Administrator/designee for approval upon completion of work.  All work by CONTRACTOR will be inspected 
and approved by Contract Administrator/designee prior to processing of any payments. 
 
20. Warranty (Period of Time).  Work accepted by the CITY must have a provided one (1) year 
warranty/guarantee against defects in materials, workmanship and/or performance for all items. 
 
II. ASPHALT REPAVING MILL AND OVERLAY/INLAY.  At Various locations as specified by the CITY the 
CONTRACTOR shall furnish all materials, equipment, tools, labor, etc. as necessary to Mill (1 ½”-2”) existing asphaltic 
concrete pavement and overlay (2” thick - 12.5mm East Valley Hot Mix Asphaltic Concrete).   
 
21. ASPHALT CONCRETE MILLING – VARIOUS LOCATIONS 
MILL ASPHALTIC CONCRETE PAVEMENT (1 ½”-2”) CONTRACTOR shall remove existing asphalt pavement to 
lines and depths indicated in the specifications in accordance with the requirements in MAG Standard 
Specifications, Section 350.  Asphalt shall be milled using a high flow milling drum.  All milled materials will 
be hauled off site and will be disposed at CONTRACTOR’S expense. After milling and prior to the crack 
sealing, the entire street will be swept with a vacuum or regenerative air sweeper to remove loose material.  
 
22. MUTCD.  CONTRACTOR shall remove and replace asphalt materials, as well as dispose of old asphalt and all 
debris at CONTRACTOR’S expense.  CONTRACTOR shall be responsible for traffic control as required by the 
CITY Barricade Manual and the Manual on Uniform Traffic Control Devices (MUTCD). CONTRACTOR shall be 
responsible for traffic control on all incidental work required to complete the task.  CONTRACTOR shall 
include all labor, material, equipment needed to perform the work to the highest industry standards 
 
23. ASPHALTIC CONCRETE CRACK SEALING.  Work shall consist of inspecting the asphaltic concrete pavement 
for cracks after milling, cleaning cracks in the existing bituminous pavements and applying a pre-mixed 
asphalt rubber sealant. The work does not include patching of potholes or alligator cracks.  CONTRACTOR 
shall provide all traffic control necessary to accomplish the required work. 
 
a) 
Cleaning of Cracks - Applying sealant. CONTRACTOR shall seal all cracks with an average clear 
opening of ¼” or greater.  All cracks with an average clear opening or less than ¼” shall not be sealed. 
Immediately prior to applying the sealant, the cracks shall be thoroughly cleaned of loose particles, 
dust, and other deleterious substances by means of using forced air (65 psi and greater) with a 
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downward blast into the crack and a vacuum attachment to vacuum the debris released. The 
material shall be vacuumed and contained to prevent it from getting into the atmosphere. All cracks 
shall be cleaned to a depth of from ½” to 1”. Contract Administrator/designee shall make the 
determination as to what work will be done under this contract. 
 
b) 
CRACK SEALANT shall be CRAFCO Polyflex Type 3 or approved equal. CONTRACTOR shall place 
sealant so as to not completely fill the crack to prevent crack seal material from boiling over during 
paving. Blotter material (sand) may be required to prevent asphalt-rubber bleed and/or pickup of 
sealant by vehicular traffic.  CONTRACTOR shall apply blotter material of a type acceptable to and at 
the direction of the Contract Administrator/designee (no cement powder shall be acceptable). 
 
c) 
Equipment. The equipment used by CONTRACTOR in the application of the asphalt rubber material 
shall have a mixing system in the material vat in order to maintain a consistent, uniform, 
homogeneous mixture throughout the crack sealing operation. The unit shall heat the asphalt 
rubber material by means of an indirect heat transfer median for adequate material temperature 
control. The equipment shall provide a continuous supply so that operations may proceed without 
delays. CONTRACTOR shall apply the material under pressure with a hose and wand assembly. The 
Contract Administrator/designee, prior to use, shall approve any equipment designated for use by 
CONTRACTOR. 
 
24. Within two (2) days after the work has been completed on residential streets, CONTRACTOR shall take 
caution to make sure the site is left clean and free of excess material, debris, etc. The streets, gutters, 
sidewalks and driveways shall be cleaned before the job is considered complete. Cleaning of the streets 
shall be by vacuum or regenerative sweeper. CONTRACTOR shall be required to clean the streets to the 
satisfaction of the Contract Administrator/designee. CONTRACTOR shall be responsible for the disposal of 
all debris swept from the streets.  
 
25. ASPHALTIC CONCRETE BASE REPAIR.  Consists of furnishing all materials, equipment, tools and labor as 
necessary to visually inspect and repair the asphaltic concrete pavement after the pavement has been 
milled if necessary as determined by the Contract Administrator/designee. 
 
26. CONTRACTOR and Contract Administrator/designee will inspect the AC pavement after milling for 
deteriorated areas having excessive cracks and inadequate AC pavement depths of less than ½”. In the 
event there are deteriorated areas or inadequate AC pavement depths, as determined by CONTRACTOR and 
Contract Administrator/designee, the pavement should be saw cut, removed and replaced with a 1” lift of 
new AC pavement or repaired as directed by Contract Administrator/designee.  
 
27. If the existing AC pavement is saw cut and removed, CONTRACTOR shall inspect and remove the existing 
aggregate base course and shall replace and re-compact as follows: CONTRACTOR shall remove and replace 
3"-6" of aggregate base course to replace surface aggregate base course that has been disturbed or 
contaminated in the process of AC base pavement removal. 
 
28. ASPHALTIC CONCRETE OVERLAY (2” thick - 12.5mm EVAC A/C).  This work shall consist of constructing a 
12.5mm, 2-inch bituminous pavement overlay in conformance with the dimensions and sections shown on 
the maps. CONTRACTOR shall construct in accordance with the requirements of MAG Standard 
Specifications, Sections 321, and 336 except that the mix design and material testing shall conform to the 
latest East Valley Hot Asphalt Mix Criteria by the East Valley Asphalt Committee (EVAC). CONTRACTOR shall 
submit all mix designs to the Contract Administrator/designee for review and approval a minimum of ten 
(10) working days prior to the start of production.  All finished pavement overlay shall be water tested for 
drainage in the presence of the Contract Administrator/designee before final acceptance.  Any areas not 
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draining properly shall be corrected to the Contract Administrator/designee’s satisfaction at the expense of 
the CONTRACTOR.  Water for this testing shall be provided by the CONTRACTOR. 
 
29.  MANHOLE AND VALVE ADJUSTMENTS. Manholes and valves will be adjusted to be flush with the new 
asphalt in accordance with MAG specifications and details and City of Chandler supplements.   
 
a) 
Valve adjustments:  will follow MAG Section 345 and Standard Details 270, or 271.  
b) 
Standard manhole adjustments:  will follow MAG Section 345 and Standard Details 420-1, or 
422, and City of Chandler Details C-400 and C-401 (TYPE 'A').   
c) 
Alternate manhole adjustments:  In Lieu of Standard manhole adjustments as coordinated 
and directed by the Streets Project Manager per the discretion of the CITY’s 
Water/Wastewater Division, Composite alternatives will be installed and adjusted by the 
CONTRACTOR.  The City will furnish (Contractor responsible to pick up at City Yard) non-
corrosive composite frames, covers and adjustment rings to replace existing cast-iron 
frames, covers and concrete adjustment rings; adjustment will follow C-400 and C-401 (TYPE 
'B').  Prior to installation the Contractor will participate in a brief training session on the 
removal and installation of composite materials.  Billing for alternate manhole adjustments 
will be per each installed from Allowance in Exhibit B. 
 
The Contractor will install Debris Shields in all manholes prior to adjustments and remain in place until the 
work is completed.  At completion, shields will be removed, enclosures cleaned and inspected by Contract 
Administrator/designee.  
 
The Contractor will ensure all removed manhole frames and covers are kept together as a set and 
reinstalled on same manhole/location. 
 
The Contractor will be responsible to replace items damaged or lost during removal. 
 
The Contractor will be responsible to dispose of all material not used (or replaced). 
 
The City will furnish replacement items (Contractor responsible to pick up at City Yard) for missing or 
defective frames, covers, valve boxes, or related hardware, not damaged or lost by the Contractor. 
 
The Contractor will provide the City with a final detailed count (gas, SRP, Qwest, Water, etc.), map and 
location of any and all utility and/or manhole adjustments prior to actual project commencement.   The City 
will identify on this map locations where manhole adjustments will be per non-corrosive standards or other 
replacements needed. 
 
30. SPEED HUMPS.  This work shall consist of installing speed humps per CITY Detail C-234 and will be paid on 
the basis of each hump crossing the entire width of the street with pavement markings installed and 
complete in place. 
 
31. TRAFFIC CONTROL.  CONTRACTOR shall adhere to all CITY, State and Federal Traffic and Safety guidance, 
City of Chandler Traffic Barricades Design Manual #7, City of Chandler Municipal code 46-2.7.E construction 
sign requirements and the Manual on Uniform Traffic Control Devices (MUTCD).  CONTRACTOR shall submit 
all traffic control plans for approval to the City of Chandler Transportation and Development Department 
before any work may progress.  Traffic control shall include uniformed Chandler Police Officer and squad 
car as required.   
 
 
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32. STRIPING.  CONTRACTOR shall provide CITY with striping as-builds before start of project.  All striping shall 
follow the latest version of the CITY Standard Details and Specifications Manual.  No striping shall begin until 
approved by CITY Traffic Engineering Division and Contract Administrator/designee.  Temporary striping is 
required where thermo striping is to be applied at a later time.  Street intersections which require striping 
shall not remain un-striped for more than three consecutive days. 
 
33. SURVEY MONUMENTS.  This work will consist of adjusting survey monuments and brass caps.  Survey 
markers shall be adjusted according to MAG Standard Detail 120.  Frames and covers shall be adjusted 
according to MAG Standard Detail 270. Survey markers shall be re-established and referenced by a 
Registered Land Surveyor (RLS).  The RLS shall reset and punch the survey markers.  Any and all new survey 
coordinates shall be recorded and described in detail to the City of Chandler and governing authorities by 
the RLS. 
 
III. SLURRY SEAL.  At Various locations as specified by the CITY the CONTRACTOR shall furnish all materials, 
equipment, tools, labor, etc. as necessary to provide Residential Slurry Seal and Arterial Slurry Seal, Type II.  Project 
areas will be determined by the CITY’s Streets Project Manager/designee.  CONTRACTOR shall provide a weekly 
schedule to the Contract Administrator/designee no later than the Wednesday prior to the work being performed 
the following week. 
 
CITY. CONTRACTOR shall roll with pneumatic roller all sealed streets to establish a secure bond between aggregates 
and emulsions and reduce traffic tire scaring. 
 
The CONTRACTOR shall submit to the CITY’s Streets Project Manager/designee for approval the Type II Slurry Seal 
mix proportions and source prior to beginning the work.  Slurry Seal shall consist of mixing asphalt emulsion, 
aggregate, and water and spreading the mixture on a surface or pavement as specified.  All starting and stopping 
points of the slurry process shall have a minimum thickness of 1/8”.  Start and stop points not meeting the 
minimum 1/8” will be rejected. 
 
This specification covers the materials, equipment and construction procedures for rut filling and/or resurfacing of 
existing paved surfaces.  The arterial slurry surface shall be a mixture of cationic polymer modified asphalt 
emulsion, mineral aggregates, mineral filler, water and other additives, properly proportioned, mixed and spread on 
the pavement surface in accordance with this guideline and as directed by the Contract Administrator/designee. 
 
34. COMPOSITION OF SLURRY SEAL MIXTURES.  A job mixture shall conform to the specification limits, and 
that is suitable for the traffic, climatic conditions, curing conditions, and final use.  All materials shall be pre-
tested for their suitability in the slurry seal mixture.  The mixture shall attain initial set in not less than 5 
minutes nor more than one hour.  The setting time may be regulated by the addition of mineral fillers or 
chemical agents.  The mixture shall be one of three types whose combined aggregates conform to the 
gradation requirements listed in Table 3.  The mixture shall be sufficiently free flowing to fill cracks in the 
pavement.  The mixture shall not segregate during or after lay-down.  The mixture shall produce a skid-
resistant surface. 
 
35. Determination of job mix.  All materials shall be pre-tested in a qualified laboratory to determine their 
suitability for use in the slurry seal and to insure they meet the specifications set forth herein.  Tests will be 
used for design purposes to establish the percent of residual asphalt, water and accelerator to be used in 
the specified slurry seal. 
 
36. TRIAL APPLICATIONS.  CONTRACTOR shall place a test strip of 60 square yards in the area designated by 
the Contract Administrator/designee.  The test sections shall be placed using the same equipment and 
methods as will be used on the job.  Slurry mixtures placed in test strips shall conform to the design mix as 
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determined by the tests with minor variations to obtain crack filling, set time, pavement bond and a skid 
resistant texture.  If the materials do not meet the requirements for fluidity, non-segregation, or surface 
texture, a new job mix shall be formulated and tested.  Work shall not proceed before approval of design 
mix and acceptance following the placing of a test strip. 
 
37. ASPHALT EMULSION.  The polymerized catatonic emulsion is herein classified as CSS-IH, quick setting, 
cationic type emulsion for mixing applications and seal coat.  Shall be a homogeneous brown color 
throughout and show no separation after thorough mixing, shall break and set on the aggregate within five 
(5) minutes and shall be ready for cross-traffic within fifteen (15) to forty-five (45) minutes.  The amount of 
polymer shall be based on weight of polymer and asphalt (total weight) and be certified by the supplier.  The 
polymer asphalt emulsion, upon standing undisturbed for a period of twenty- four (24) hours, shall show no 
white or milky colored substance on its surface and conform to the requirements in Table 1. 
 
Table 1 
TESTING DESCRIPTION 
TEST METHOD 
SPECIFICATION 
LIMITS 
Test on Emulsion
 
 
Viscosity, Saybolt Furol seconds(@ 25 °C (77 °F)
AASHTO T-59
15 – 100
Sieve test, retained on 850 µm (No. 20 ), %
AASHTO T-59 
0.1 Max 2 
Storage Stability, 24 hours, %
AASHTO T-59 
1.0 Max 
Particle Charge
AASHTO T-59
Positive
Evaporation Residue, %
Arizona 512 
57 Min 
Test on Residue by Evaporation
Arizona 504 
 
Kinematic Viscosity(@ 275 °F, est 
AASHTO T-201 
650 Min 
Penetration, 25 °C (77 °F), 100 grams, 5 seconds, dmm
AASHTO T-49
40 – 90
Ductility, 25 °C (77 °F), 5 cm/minute 
AASHTO T-51 
40 Min 
Elastic Recovery by means of Ductilometer, 25 °C (77 °F), %
AASHTO T-301 
55 Min 
Test Evaporation Residue after RTFO
 
 
Softening Point, °F 
AASHTO T-53 
130 Min 
Kinematic Viscosity(@ 275 °F, est, aging ratio
AASHTO T-201
3.0 Max
i. 
A minimum of 3% polymer, by total weight of polymer and asphalt residue, shall 
be added prior to emulsification. Polymer can be either SBR – Styrene Butadiene 
Rubber for or SBS – Styrene Butadiene Styrene. 
ii. The maximum of 0.1 percent applies to the preapproval of emulsions sampled 
from the supplier tank. A maximum of 0.3 percent is allowed for emulsions that 
are sampled at the project site. 
 
38. MODIFIER TYPE AND CONTENT.  The asphalt cement shall contain a minimum of 3% polymer by 
weight of asphalt residue, regardless of type. Certification of polymer type and content (by 
supplier) will be required throughout the duration of the contract. The CITY reserves the right to 
enquire and ensure via plant verification (by City forces). Each tank of emulsion produced shall be 
certified to meet these specifications. Each load of emulsion delivered to the project will be 
accompanied with a certificate of analysis. These certificates of compliance and analysis will be 
given to CITY as the material is made and/or delivered. 
 
39. AGGREGATE.  The min-aggregate shall consist of sound, durable crushed stone or crushed gravel and 
approved mineral filler.  The material shall be free from vegetable matter and other deleterious substances.  
Aggregates shall be 100% crushed with no rounded particles.  No natural sand will be allowed. 
 
 
The percentage composition by weight of the aggregate shall conform to the nominated gradation selected 
from the following Table 2.   
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*All Roadway Sections must meet a minimum 3/8” Aggregate Sieve, Residential Roadways Sections with prior CITY 
STREETS PROJECT MANAGER APPROVAL may utilize ½” Aggregate Sieve.  
 
 
TABLE 2 
Percentage Passing
Sieve Sizes
Type II
½” 
100 
3/8”  
100 
No. 4  
85-100 
No. 8  
65-90 
No. 16  
45-70 
No. 30  
30-50 
No. 50  
18-30 
No. 100 
10-21 
No. 200  
5-15 
Theoretical asphalt content, % based on dry aggregate 
7.5-13.5 
Approximate application rate (Pounds/Square Yard) 
11-15* 
 
a) Average minimum required application rate of 12-13lbs/SY 
b) The mineral aggregate and mineral filler shall have equivalency value not 
less than 50 (ASTM D 2419) and be non-plastic. 
 
40. MINERAL FILLER.  Mineral filler, required by the mix design, shall be any recognized brand of non-air 
entrained Type I normal Portland cement that is free of lumps and clods, with a minimum of 85% passing 
the #200 sieve added by weight of aggregate as specified by the mix design. 
 
41. Polymer(s). Either; Styrene Butadiene Styrene (SBS) or Styrene Butadiene Rubber (SBR) may be 
used throughout the duration of the contract. The CONTRACTOR must specify and notify the CITY 
of polymer to be used. Certification of polymer type and content (by supplier) will be required 
throughout the duration of the contract. 
 
a. SBS Polymer: A minimum 3% SBS Polymer solids, by total weight of SBS 
Polymer and asphalt Residue shall be added prior to emulsification. The 
maximum of 0.1 percent applies to preapproval of emulsions sampled from the 
supplier tank. A maximum of 0.3 percent is allowed for emulsions that are 
sampled at the project site. 
b. SBR Polymer: Shall be added to the water/soap phase by injection prior to the 
mill manufacture of the asphalt emulsion by the emulsion producer. The amount 
of polymer solids shall be between 3-4% of the asphalt residual content and shall 
be certified by the emulsion producer on each load of emulsion delivered to the 
job site. No post or field addition of polymer will be allowed. Samples of SBR 
polymer shall be provided and shall conform to the following requirements in 
Table 3: 
 
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Table 3 
Test
Requirement
Total Solids, min %
60
Bound Styrene % 
24-60 
PH at 25 Degrees C
4.2-5.2
Brookfield Viscosity RVT
1000-4000
Residual Monomer % 
0.08ax. 
 
42. WATER.  CONTRACTOR shall state the source of water at time of tendering.  Water shall be potable and be 
compatible with the slurry ingredients used.  CONTRACTOR shall be required to obtain a fire hydrant meter 
from the CITY if he intends on using CITY water.  A deposit is required to obtain the meter and all water used 
will be charged to CONTRACTOR. 
 
43. ADDITIVES.  Additives may be used to accelerate or retard the breaking point and set times of the arterial 
slurry surface mix or improve the resulting finished surface.  The use of additives in the arterial slurry 
surface mix shall be supplied in quantities by the laboratory mix design. 
 
44. PROPORTIONING.  The arterial slurry surface mixture shall be proportioned in 
accordance with the mix design.  Calibrated sign flow meters shall be provided to 
measure both the addition of water and additives shall be provided to measure 
both the additions of water and additives to the pug mill.  Emulsion and cement 
flow shall be tied directly to aggregate flow.  All additive flows shall be calibrated. 
 
Asphalt emulsion shall be added at a rate determined by the mix design and in the 
range of the table above. A job mix design shall be submitted by the Contractor for 
approval by the City that conforms to the specification limits and that is will include 
recommended application rate of slurry to suite the job conditions. 
 
The Slurry Seal mixture shall be proportioned by the operation of a single start/stop 
switch or lever, which automatically sequences the introduction of aggregate, 
emulsified asphalt, admixtures, if used, and water to the pug mill. Calibrated flow 
meters shall be provided to measure both the addition of water and liquid additives 
to the pug mill. If necessary for workability, a retarding agent, that will not adversely 
affect the seal, may be used. 
 
Water, and retarder if used, shall be added to ensure proper workability and (a) 
permit uncontrolled traffic on the slurry seal no more than three (3) hours after 
placement without the occurrence of bleeding, raveling, separation or other 
distress; and (b) prevent development of bleeding, raveling, separation of other 
distress within fifteen (15) days after placing the slurry seal. 
 
The arterial slurry surface mixture shall be proportioned per the mix design to 
ensure: 
 
a) Traffic-ability - with a relative humidity at not more than 50% and ambient air 
temperature of at least 77 degrees F, the material will permit uncontrolled 
traffic without damage to the surface within one (1) hour. 
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b) Prevent development of bleeding, raveling, separation or other distress for 
(7) seven days after placing the arterial slurry surface. 
 
45. MIX DESIGN FORMULA:  CONTRACTOR shall provide a job mix formula from an approved laboratory and 
present certified test results for the Contract Administrator/designee’s approval.  Compatibility of the 
aggregate and polymer modified asphalt emulsion shall be certified by the emulsion manufacturer.  All the 
materials used in the job mix formula shall be representative of the material proposed by CONTRACTOR for 
use in the project. 
 
46. SPECIFICATIONS. CONTRACTOR shall obtain written approval from the Contract Administrator/designee of 
the mix design prior to use. The specification limits are as follows: 
 
 
 
 
Table 4 
Residual Asphalt 
6% - 11.5% by dry weight of agg. 
Mineral Filler 
.1% - 1% by dry weight of agg. 
Polymer Content/Type 
4% min. (see section 5.) 
Additive 
As required for mix properties 
Water 
As required for mix properties 
Aggregate Grading 
Type as specified meeting sec. 6 
Consistency 
2.5 to 3.0 cm 
Traffic Time 
See section 10.1 
Abrasion Loss 
50 g/S.F. max. 
Adhesion 
90% minimum 
Loaded Wheel Sand Adhesion 
See section Table 
 
*The laboratory that performed the tests and mix design and shall show the results of 
the tests on individual materials, comparing the test results to those required by the 
specifications, shall sign the laboratory report. The report shall clearly show the 
proportions of aggregate, filler as determined from the tests, minimum and 
maximum), water (minimum and maximum), asphalt solids content based on the dry 
weight of aggregate and set-control agent usage. Previous laboratory reports covering 
the same materials may be accepted provided they are made during the same 
calendar year. No work shall begin until the City has reviewed and approved the 
laboratory reports and mix design for the proposed work. 
 
47. MODIFIED COHESION TEST.  CONTRACTOR shall furnish laboratory test data showing design to be 
trafficable one (1) hour after application at 77ºF conforming to the following criteria in accordance with test 
methods described in Appendix III & IV (ADOT Standards). 
 
Table 5 
Set Time Test 
30 minutes 12 kg - cm minimum 
Early Rolling Traffic Time 
60 minutes 20 kg - cm minimum 
 
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48. LOADED WHEEL SAND ADHESION TEST.  CONTRACTOR shall furnish laboratory test data showing the mix 
design conforming to the following criteria in accordance with test methods described in Appendix III. 
(ADOT Standards) 
 
Table 6 
Vehicles/day 
Maximum Sand Adhesion 
0-30 
70 g/ft 
250-1500 
60 g/ft 
1500-3000 
55 g/ft 
greater than 3000 
50 g/ft 
 
CONTRACTOR shall report the laboratory report the quantitative effects of moisture content in the unit 
weight of the aggregate (bulking affect).  The report must clearly show the theoretical recommended 
proportion of aggregate, mineral filler (min & max.), water (min & max.), additive(s), and asphalt and how 
the proportion are based (dry aggregate weight, total mix. etc.). 
 
49. TESTING THE ARTERIAL SLURRY SURFACE.  CONTRACTOR shall take samples throughout the project for 
testing by the approved laboratory per ISSA TB101. Testing shall be at the expense of the contractor, for the 
following: 
 
 
 
 
 
  
a. 
Asphalt content 
  
b. 
Aggregate gradation 
  
c. 
% Polymer content and type 
 
50. MIXING EQUIPMENT.  The machine shall be specifically designed and manufactured to lay a 4% polymer 
modified slurry seal. The material shall be mixed by an automatic sequenced, self-propelled slurry surfacing 
mixing machine which shall be a continuous flow mixing unit, able to accurately deliver and proportion the 
aggregate, emulsified asphalt, mineral filler, control setting additive and water to a revolving multi-blade 
double shafted mixer and discharge the mixed product on a continuous flow basis. The machine shall have 
sufficient storage capacity for aggregate, emulsified asphalt, mineral filler, control additive and water to 
maintain an adequate supply to the proportioning controls. On arterial streets and collectors, the machine 
will be a self-loading machine capable of loading materials while continuing to lay slurry surfacing, thereby 
minimizing construction joints. The self-lading machine shall be equipped to allow the operator to have full 
control of the forward and reverse speed during application of the slurry surfacing material and be 
equipped with opposite side driver stations to assist in alignment. The self-loading device, opposite side 
driver stations, and forward and reverse speed controls shall be original equipment manufacturer design. 
 
51. CALIBRATION.  CONTRACTOR shall calibrate each mixing unit to be used in the performance of the work 
prior to construction.  Calibration data, if done within the calendar year, using the same material, may be 
used, providing a verification of the aggregate feed agrees. 
 
i. WEIGHT CONTROL.  CONTRACTOR shall provide Individual volume or weight control for proportioning 
each material to be added to the mix and shall make these accessible to the Contract 
Administrator/designee.  CONTRACTOR shall calibrate and document each material control device prior 
to work, for inspection by the Contract Administrator/designee. 
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ii. 
AGGREGATE FEED.  The aggregate feed to the mixer shall be equipped with a revolution counter or 
similar device so the amount of aggregate used may be determined at any time. 
 
iii. 
EMULSION PUMP.  The emulsion pump shall be the positive displacement type with a jacketed 
housing for uniform heating.  A revolution counter or similar device shall be fitted so that the amount 
of emulsion used may be determined at any time. 
 
iv. 
FINES FEEDER.  CONTRACTOR shall supply an approved fines feeder that will provide a uniform, 
positive, accurately metered range of 0-1 percent by dry aggregate weight.  The fines feeder has to 
have a counter so the amount of mineral filler can be determined at any time. 
 
v. 
LIQUID ADDITIVE.  The mixing machine shall be equipped with a liquid additive system that provides a 
pre-determined amount of additive to the mixing chamber.  This additive system must be equipped 
with a counter that can determine the amount used at any time. 
 
vi. 
WATER SYSTEM.  The mixing machine shall be equipped with water system that provides a pre-
determined amount of water to the mixing chamber.  This water system must be equipped with a 
counter that can determine the amount used at any time. 
 
52. OPERATOR CONTROLS.  CONTRACTOR shall provide controls that will allow the operator to sequence and 
proportion the material per mix design. 
 
i. 
SPRAY BARS.  The mixing machine shall be equipped with a water pressure system that provides a 
water spray immediately ahead of and outside the spreader box. 
 
ii. 
SPREAD EQUIPMENT.  The paving mixture shall be spread uniformly by means of mechanical type 
lay-down box attached to the mixer, equipped with agitation, to spread the materials throughout 
the box without any dead zones.  These paddles shall be designed and operated so all the fresh 
mix will be agitated.  Flexible seals, front and rear, shall be in contact with the road surface to 
prevent loss of mixture from the box.  The spreader box shall be equipped with hydraulic cylinders 
for controlling the thickness of the spread mixture.   
 
The rut filling spreader box shall have 6 to 8 foot skids to provide for leveling and filling uneven 
depressed areas.  The rut filling spreader box will require two adjustable steel strike-off plates.  The 
rear flexible seal shall act as a final strike-off and shall be adjustable.  The steel strike-offs shall be 
controlled by hydraulic cylinders placed at the rear of the spreader box. 
 
The spreading equipment shall be maintained free from buildup of the mixture on the paddles of 
sidewalls.  Any skips, lumps, or tears in the finished product will not be allowed. 
 
53. TRAFFIC CONTROL.  CONTRACTOR shall adhere to all CITY, State and Federal Traffic and Safety guidance, 
City of Chandler Traffic Barricades Design Manual #7, City of Chandler Municipal code 46-2.7.E construction 
sign requirements and the Manual on Uniform Traffic Control Devices (MUTCD).  CONTRACTOR shall submit 
all traffic control plans for approval to the City of Chandler Transportation and Development Department 
before any work may progress.  Traffic control shall include uniformed Chandler Police Officer and squad 
car as required.   
 
 
 
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54. STRIPING.  CONTRACTOR shall provide CITY with striping as-builds before start of project.  All striping shall 
follow the latest version of the CITY Standard Details and Specifications Manual.  No striping shall begin until 
approved by CITY Traffic Engineering Division and Contract Administrator/designee.  Temporary striping is 
required where thermo striping is to be applied at a later time.  Street intersections which require striping 
shall not remain un-striped for more than three consecutive days. 
 
55. SURVEY MONUMENTS.  This work will consist of adjusting survey monuments and brass caps.  Survey 
markers shall be adjusted according to MAG Standard Detail 120.  Frames and covers shall be adjusted 
according to MAG Standard Detail 270. Survey markers shall be re-established and referenced by a 
Registered Land Surveyor (RLS).  The RLS shall reset and punch the survey markers.  Any and all new survey 
coordinates shall be recorded and described in detail to the City of Chandler and governing authorities by 
the RLS. 
 
56. APPLICATION:   
i. GENERAL.  The arterial slurry seal surface shall be of the desired consistency when 
deposited in the spreading box and nothing more shall be added to it.  The mixing time shall 
be sufficient to produce a complete and uniform coating of the aggregate and the mixture 
shall be chuted into the moving spreader box at a sufficient rate to maintain an ample 
supply across the full width of the strike-off squeegee at all times. 
 
ii. WEATHER.  The arterial slurry seal surfacing shall be placed when the temperature is at least 
45 ºF and rising, and is not raining.  The surface temperature shall be 50ºF or higher when 
the mixture is applied. 
 
 
The arterial slurry seal surface shall not be applied unless the pavement temperature is at 
least 45ºF and rising.  The mixture shall not be applied during unsuitable weather. 
 
iii. PROTECTION OF EXISTING SERVICES.  CONTRACTOR shall take all necessary precautions to 
prevent arterial slurry seal or other material used on the work from entering or adhering to 
grating, hydrants or valve boxes, manhole covers, bridge or culvert decks and other road 
fixtures.  Immediately after surfacing the contractor shall clean off any such material and 
leave any such grating, manholes, etc., in a satisfactory condition. 
 
iv. PREPARATION OF THE SURFACE.  Immediately before applying the bituminous material, 
CONTRACTOR shall clean the area to be surfaced of dirt, loose material, and other 
objectionable material.  In urban areas, the surface shall be cleaned with a self-propelled 
pick-up sweeper.  In rural areas power brooms may be used.  When necessary, cleaning shall 
be supplemented by hand brooms.  This also includes the removal of grass or weeds, which 
are growing in the joint between the street and concrete gutter. 
 
 
CONTRACTOR shall not apply the bituminous material until an inspection of the surface 
has been made by the Contract Administrator/designee and he/she has determined that it 
is suitable. 
 
v. FOGGING PAVEMENT.  The surface will be pre-wetted by fogging ahead of the spreader box.  
The rate should be adjusted as dictated by the pavement temperatures, surface texture, 
humidity and dryness of existing pavement. 
 
vi. MIX STABILITY.  The modified mix shall possess sufficient stability so that premature 
breaking of material in the spreader box should not occur.  The mixture shall be 
homogeneous during the following mixing and spreading, it shall be free of excess water or 
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emulsion and free of segregation of the emulsion  and aggregate fines from the courser 
aggregate. 
 
vii. APPLICATION RATE.   The application rate, square yards per cubic yard of mix specified are 
average rates, the surface texture variation throughout the work will dictate the actual 
spreading rates.  The strike-off squeegee shall be adjusted to provide an arterial slurry 
surface thickness, which will completely fill the surface voids and provide an additional 
thickness not exceeding one and one half times the largest top-size stone.  This requirement 
of 1 1/2 stone depth does not apply to rut filling operations as these depths vary greatly 
according to the surface irregularities. 
 
viii. JOINTS.  No excessive buildup or unsightly appearance shall be permitted on longitudinal or 
transverse joints.  A maximum of 4.0” overlay will be permitted on longitudinal joints.  The 
contractor shall provide suitable width spreading equipment to produce a minimum number 
of longitudinal joints throughout the work.  Half passes and an odd width passes will be used 
only in minimum amounts.  If half passes are used, they cannot be the last pass of any 
paved area.  Care shall be taken to ensure straight lines along curb and shoulders.  No 
runoff on these areas will be permitted. 
 
 
Construction joints shall be neat in appearance and shall be tapered or feathered to 
conform to the existing surfacing.  All excess material shall be removed from the surface 
upon completion of each run. 
 
ix. HAND WORK.  Approved squeegees and lutes shall be used to spread the mixture in areas 
inaccessible to the spreader box and other areas where hand spreading may be required.  
Adequate methods such as barricades, flagmen, pilot cars, etc., shall be used to protect the 
uncured slurry surface from all types of traffic.  CITY barricade manual shall be the approved 
method of providing traffic control. 
 
x. PROTECTION OF ARTERIAL SLURRY SEAL SURFACE.  CONTRACTOR shall provide adequate 
means to protect the uncured product.  Any damage done to the product shall be repaired 
at CONTRACTOR’s expense. 
 
 
Adequate methods such as barricades, flagmen, pilot cars, etc., shall be used to protect 
the uncured slurry surface from all types of traffic.  CITY barricade manual shall be the 
approved method of providing traffic control. 
 
 
xi. DAMAGE TO ARTERIAL SLURRY SEAL SURFACE.  CONTRACTOR’s responsibility to replace 
arterial slurry surface damage by unexpected rain after spreading shall be limited to the 
period within four (4) hours of placement of the arterial slurry surface. 
 
IV. SURFACE SEAL.  At Various locations as specified by the CITY the CONTRACTOR shall furnish all materials, 
equipment, tools, labor, etc. as necessary to apply asphalt surface sealcoating.    The asphalt surface seal coat may 
be any one of four differing asphalt surface seal coats groups.  Regardless of the selected asphalt surface seal coats 
group Roadways Section Closers are NOT allowed, CONTRACTOR must adhere to the Traffic Control criteria 
specified herein, and traffic must be allowed on treated Roadway Sections within a minimum of 6 hours, preference 
is 4 hours or less, durations longer than 6 hours must be prior approved by the City’s Streets Project Manager or 
Designee.    Roadway Sections locations and quantities are not guaranteed; amounts and locations of each surface 
seal coat type is determined by the City toward the programmatic pavement maintenance strategy.    
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Prior to an application of any asphalt surface seal coat on an Arterial Roadway section the CONTRACTOR may be 
required to attest in a written report as to any anticipated impact of the treatment to the Arterial Roadway Section 
friction yield per the  Highway Friction Test(er) index (HFT).   
 
 
Arizona Department of Transportation (ADOT) Highway Friction Tester (HFT) Index 
 
Emulates a balding tire, driving 40mph, on a wet surface 
 
Yields:  Above 50 = high friction, 44-50 = medium friction, Below 44 = low friction 
 
57. Group (1) Tire Rubber Modified Surface Seal (TRMSS), OR CITY APPROVED EQUIVALENT.   TRMSS is a tire 
rubber modified asphalt emulsion surface sealer.  TRMSS features a unique combination of asphalt cements 
modified with terminal blended ground whole scrap tire rubber.  
i. Standards – Testing:  
 
General - Tire Rubber content, % 
 10% minimum 
 
ASTM 
 
Flash Point, ºF   
 ASTM D 93   
>550 
 
Softening Point, ºF 
ASTM D 36   
>130 
 
Penetration, 77 ºF, dmm  
ASTM D 5   
12-30 
 
Solubility,% 
 
ASTM D 2042   
>98 5 
 
Uniformity 
 
 ASTM D 2939 .05  
PASS 
Product shall be homogenous and show no separation or coagulation that cannot be overcome by 
moderate stirring . 
 
Viscosity, Kreb Unit (KU)  
ASTM D 562 
35 - 85 
 
Viscosity, Centipoise (cP)  
 
 
350 - 850 
 
Specific Gravity  
 
ASTM D 2939 .07  
Report 
 
Residue by Evaporation  
ASTM D 2939 .08 
>33 0% 
 
Softening Point, ºF  
 
ASTM D 36 
>250 
Residue acquired through ambient evaporation 
Softening point ring filled with an excess meniscus of TRMSS emulsion 
Sample allowed to cure at ambient temperature for 20 hours, OR 
Sample is evaporated within the Softening Point Ring under the criteria of ASTM D 2939 08 @ 190-200 
degrees F.  Resulting residue is tested under the ASTM D 36 standard criteria 
 
Resistance to Heat 
 
ASTM D 2939 .14 
PASS 
No sagging or slippage of film beyond the initial reference line after 212ºF exposure for 2 hrs . 
 
Resistance to Water 
 
ASTM D 2939 .15  
PASS 
No blistering or re-emulsification after 24 hr submersion in water . 
 
Wet Flow   
 
ASTM D2939 .19  
PASS 
No flow beyond initial reference line . 
 
Direct Flame Test  
 
ASTM D 2939 .20  
PASS 
No continued combustion or slippage and run-down . 
 
Wet Film Continuity 
 
ASTM D 2939 .22  
PASS 
A uniformly homogeneous consistency . 
 
Resistance to Kerosene   
ASTM D 2939 .25  
PASS 
Report any evidence of leakage of kerosene and discoloration of tile under the sealer membrane . 
 
Accelerated Weathering Test 
ASTM G 154 
PASS @ 1,000 hours 
No cracking, chipping, surface distortion or loss of adhesion . No color fading or lightening . 
 
International Slurry Seal Association (ISSA) Standards: 
 
Wet Track Abrasion Test  
ISSA (TB-100) 
<1 5% 
1/16” wet membrane application, 140 degree 24 hour cure, 1 hour water soak, 1,500 gm rubber hose 
5 minute scrub, calculated weight loss, percentage of original volume . 
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1,000 hours, UVA-340 lamp, 0 .77 W/m2 (v1 .0 calibration), 8 hours UV light @ 50ºC, 5 min . spray, 
3:55 hours, condensation @ 50ºC . 
 
ii. Application / Storage 
 
Ready to Use - No dilution or heating required. 
 
Apply with Standard Spreader Trucks - No special equipment required. 
 
Quick Traffic - Quick breaking emulsion allows traffic flow within 90 minutes. (Under 
ideal weather conditions.) 
 
Stable - The emulsion has excellent storage stability and can be handled at any 
temperature. Once applied and dry, it will not re-emulsify when exposed to water. 
 
Application Rate (Computer Rate Controlled Spreader), Average Application Rate 
should be .12-.18 gallon per square yard.   
 
Sprayed in a single coat application only at a rate that maintains the existing porosity 
of the pavement. Do not squeegee.   
 
Surface must be clean and free from loose debris, dirt and dust. 
 
Bleeding, Product will not bleed “Will Not Flow – thixitropic emulsion”, as it is sprayed 
onto the asphalt pavement.   
 
iii. TESTING of the Surface Seal.  The CITY reserves the right to randomly test the material for 
adherence to specifications.  In addition and upon request the following tests and results 
shall be conducted and provided to the CITY at the CONTRACTORS expense.    
 
Tire Rubber content, % 
 
Wet Track Abrasion Test 
 
ISSA (TB-100) 
 
 
Residue by Evaporation 
 
ASTM D 2939 .08 
 
Resistance to Kerosene  
 
ASTM D 2939 .25 
 
Specific Gravity  
 
 
ASTM D 2939 .07 
 
 
 
58. Group (2) OptiPave Surface Seal (OPSS), OR CITY APPROVED EQUIVALENT.   OPSS is a clay stabilized 
asphalt emulsion featuring a unique combination of asphalt cement and specialized clay asphalt emulsion 
sealer.   
i. Standards – Testing:  
 
General – PAH Content, % 
 
 
< 0.10% 
 
Volatile Organic Compounds, % 
 
 
<1% 
 
ASTM 
 
Flash Point, ºF   
 ASTM D 93   
>450 
 
Softening Point, ºF 
ASTM D 36   
>200 
 
Density at 77ºF, b/ml (lbs/gal)   
ASTM D2939.07    
8-9 lbs/gal 
 
VOC Content by Volume,% 
ASTM D 244.89   
<10 g/l 
 
Uniformity 
 
 ASTM D 2939 .05  
PASS 
 
Viscosity, Kreb Unit (KU)  
ASTM D 562 
60 - 110 
 
Water Content, % 
 
ASTM D95 
60% - 65% 
 
ASH Content of Residue, % 
ASTM D 2939 .10  
12% - 20%  
 
Residue by Evaporation  
ASTM D 2939 .08 
30% - 50% 
 
Resistance to Heat 
 
ASTM D 2939 .14 
PASS 
 
Resistance to Water 
 
ASTM D 2939 .15  
PASS 
 
Wet Flow   
 
ASTM D2939 .19  
PASS 
 
Direct Flame Test  
 
ASTM D 2939 .20  
PASS 
 
Wet Film Continuity 
 
ASTM D 2939 .22  
PASS 
 
Resistance to Kerosene   
ASTM D 2939 .25  
PASS 
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 
Accelerated Weathering Test 
ASTM G 154 
PASS  
 
Flexibility – no flaking, cracking, or loss  
ASTM D2939.16 
PASS 
of adhesion to substrate 
 
Drying time, Firm Set, h  
ASTM D2939.13 
2 - 6 
 
International Slurry Seal Association (ISSA) Standards: 
 
Wet Track Abrasion Test  
ISSA (TB-100) 
<5g/ft2 loss 
 
ii. Application / Storage 
 
Ready to Use - No dilution or heating required. 
 
Apply with Standard Spreader Trucks - No special equipment required. 
 
Quick Traffic - Quick breaking emulsion allows traffic flow within 90 minutes. (Under 
ideal weather conditions.) 
 
Stable - The emulsion has excellent storage stability and can be handled at any 
temperature. Once applied and dry, it will not re-emulsify when exposed to water. 
 
Application Rate (Computer Rate Controlled Spreader), Average Application Rate 
should be .12-.18 gallon per square yard.   
 
Sprayed in a single coat application only at a rate that maintains the existing porosity 
of the pavement. Do not squeegee.   
 
Surface must be clean and free from loose debris, dirt and dust. 
 
iii. TESTING of the Surface Seal.  The CITY reserves the right to randomly test the material for 
adherence to specifications.  In addition, and upon request the following tests and results 
shall be conducted and provided to the CITY at the CONTRACTORS expense.    
 
General – PAH Content, % 
 
 
 
 
Volatile Organic Compounds, % 
 
Wet Track Abrasion Test 
 
ISSA (TB-100) 
 
 
Residue by Evaporation 
 
ASTM D 2939 .08 
 
Resistance to Kerosene  
 
ASTM D 2939 .25 
 
Specific Gravity  
 
 
ASTM D 2939 .07 
 
59. Group (3) Polymer – Modified Masterseal (PMM), OR CITY APPROVED EQUIVALENT  (PMM) is a 
mineral filled asphalt emulsion pavement sealer blended with polymers and special surfactants for superior 
adhesion, flexibility, and durability. PMM formulated to be job-mixed with aggregate.  
 
i. Standards – Testing:  
 
General - Percent Polymer Solids to Asphalt by wt. 
2% 
 
ASTM 
 
Penetration of Bituminous Materials-Base Asphalt 
ASTM D5 
12-45 Pen 
 
Density of Emulsified Asphalt 
 
 
 
ASTM D6937 
1000-1300 g/l 
 
Settlement and Storage Stability of  
 
 
ASTM D6930 
20% max/ 24hr 
Emulsified Asphalts 
 
Ductility of Bituminous Materials-Base Asphalt  
ASTM D113 
5-15 cm 
 
PH of Aqueous Solutions with Glass Electrodes  
ASTM E70 
6 – 10 PH 
 
Vapor Pressure (VPX), mm Hg @ 25° C (77° F) 
 
ASTM D6378 
22-26mm Hg 
 
Softening Point of Emulsion Residue  
 
 
ASTM D36 
>200°F 
(Ring and Ball Apparatus) 
 
Flash Point of Liquid Emulsion 
 
 
 
ASTM D93 
>450°F 
 
Viscosity using a Stormer-Type Viscometer 
 
ASTM D562 
60-110KU 
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 
Abrasion Resistance- Taber Abraser Dry Method  
ASTM D4060 
<1% Loss 
 
Mandrel Bend Test of Attached Coatings  
 
ASTM D522 
No Cracking 
 
Water Resistance of Coatings using Water Immersion 
ASTM D870 
No Delaminate 
 
Resistance to Wind-Driven Rain  
 
 
ASTM D6904 
No Delaminate 
 
Water Resistance of Coatings Using Controlled   
ASTM D4585 
No Delaminate 
Condensation 
 
Wet Track Abrasion Test  
 
 
 
ASTM D3910.6.4  <15g/ft2 Loss 
 
Water Resistance of Coatings Using Water Fog   
ASTM D1735    No Delaminate 
Apparatus 
 
Water Resistance of Coatings in 100% Relative   
ASTM D2247     No Delaminate 
Humidity 
 
Adhesion Strength over Asphalt Pavement 
 
ASTM D4541 
   >200 PSI 
 
Uniformity of Emulsified Bituminous Coatings 
 
ASTM D2939.05   PASS 
 
Weight per Gallon 
 
 
 
 
ASTM D2939.07   9-11 lbs/gal 
 
Residue by Evaporation, % 
 
 
 
ASTM D2939.08   40-60% 
 
Drying Time- 50% humidity, 73.4 ± 3.6°F  
 
ASTM D2939.13   2-6 HRS 
 
Resistance to Impact- No Chipping, Cracking or   
ASTM D2939.26   PASS 
Delamination 
 
Uniformity of Emulsified Bituminous Coatings 
 
ASTM D2939.05   PASS 
 
Weight per Gallon 
 
 
 
 
ASTM D2939.07   9-11lbs/gal 
 
Ash Content of Residue, % 
 
 
 
ASTM D2939.10  40-60% 
 
Resistance to Heat- No Blistering, sagging or slipping 
ASTM D2939.14   PASS 
 
Resistance to water- No softening, delamination or  
ASTM D2939.15   PASS 
re-emulsification 
 
Flexibilty- No Cracking or Delamination  
 
ASTM D2939.16   PASS 
 
Wet Film Continuity 
 
 
 
 
ASTM D2939.22   PASS 
 
Resistance to Kerosine (Fuel Resistance)  
 
ASTM D2939.25   PASS 
 
Resistance to Impact- No Chipping, Cracking or Delamination 
 
Resistance to Impact After Accelerated Weathering 
 
Water Content, % 
 
Asphalt Content by Weight, % 
 
QUV UV Aging-1,000 Hours 
 
Measuring Adhesion by Tape- No More than a Trace of Peeling 
 
Determination of Volatile Organic Compounds (VOC) in various Coatings 
 
Polycyclic Aromatic Hydrocarbon Content (Percentage) 
 
ii. Application 
 
Surface must be clean and free from loose material and dirt. Cracks should be filled 
filled prior Crack Filler/Sealer. 
 
MIXING PROCEDURES (based on 100 gallons)  
*PMM… 100 gallons 
 
*Sand (40-70 mesh)… 
..200-400 lbs. 
 
Application Conditions PMM shall not be applied when temperature is expected to 
drop below 50°F during application and for a period of at least 24 hours after 
application. 
 
Apply with Standard Spreader Trucks capable of spraying coatings with sand.  
Equipment shall have continuous agitation or mixing capabilities to maintain 
homogenous consistency of mixed material throughout the application process. Hand 
squeegees and brushes and brushes shall be acceptable in areas where practicality 
prohibits the use of mechanized equipment. 
 
Spray in a single coat application for Residential roadway sections and Two single coat 
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applications for Arterial Roadway sections. Hand squeegees and brushes and brushes 
shall be acceptable in areas where practicality prohibits the use of mechanized 
equipment. 
 
Application Rate of Sand and PMM Mix (Computer Rate Controlled Spreader), Average 
Application Rate should be (7.77 to 9.11 SY per gallon). 
 
iii. TESTING of the Surface Seal.  The CITY reserves the right to randomly test the material for 
adherence to specifications.  In addition, and upon request the following tests and results 
shall be conducted and provided to the CITY at the CONTRACTORS expense.    
 
General - Percent Polymer Solids to Asphalt by wt., % 
 
Wet Track Abrasion Test 
 
ISSA (TB-100) 
 
 
Residue by Evaporation 
 
ASTM D 2939 .08 
 
Resistance to Kerosene  
 
ASTM D 2939 .25 
 
Specific Gravity  
 
 
ASTM D 2939 .07 
 
60. Group (4) Mastic Seal (ONYX), OR CITY APPROVED EQUIVALENT Application of a surface 
preservation treatment consisting of an engineered mixture of fine aggregates, clay, polymers, additives, 
and an asphalt emulsion that cures by evaporation. 
 
a) Standards: 
AASHTO  
 
R 9 Acceptance Sampling Plans for Highway Construction 
 
T11 Materials Finer than # 200 Sieve 
 
T 27 Sieve Analysis of Fine & Coarse Aggregates 
 
T 59 Standard Method of Test for Emulsified Asphalt 
 
T 84 Specific Gravity and Absorption of Fine Aggregate 
 
T 308 Determining the Asphalt Binder Content of Hot-Mix Asphalt (HMA) by 
the Ignition Method 
 
T 327 Standard Method of Test for Resistance of Coarse Aggregate to 
 
Degradation by Abrasion in the Micro-Deval Apparatus 
 
ASTM 
 
C 117 Materials Finer Than 0.075mm (No. 22) Sieve in Mineral Aggregates 
by Washing 
 
C 136 Sieve Analysis of Fine and Coarse Aggregates 
 
D 5 standard Test Method for Penetration of Bituminous Materials 
 
D 244 Standard Test Methods and Practices for Emulsified Asphalts 
 
D 6937 Standard Test Method for Determining Density of Emulsified Asphalt 
 
D 2196 Rheological Properties of Non-Newtonian Materials By Rotational 
(Brookfield Type) Viscometer 
 
D 3910 Standard Practices for Design, Testing and Construction of Slurry Seal 
 
D 7428 Standard Test Method for Resistance of Fine Aggregate to 
 
Degradation by Abrasion in the Micro-Deval Apparatus 
 
E 1911 Standard Test Method for Measuring Paved Surface Frictional 
Properties Using the Dynamic Friction Tester 
 
International Slurry Seal Association (ISSA) Standards: 
 
TB 100 Wet Track Abrasion of Slurry Surfaces 
* Modified test procedure available upon request 
 
 
b)  
Application Constraints: 
 
Weather Limitations:  
 
Temperature: 
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 
Apply surface treatment material when pavement and air temperature in the 
shade is above 60°F and rising 
 
Do not apply surface treatment material when the temperature is projected 
   
 
below 32°F within 72 hours prior or after planned application 
 
 
Moisture and Other Conditions: 
 
Do not apply surface treatment material during rain, when road surface 
 
moisture is present, or during other adverse weather conditions 
 
Cease operations when weather or other conditions prolong opening 
pavement surface to traffic beyond four (4) hours after completion of final 
           
 
application. 
 
c) 
Standards and Testing: 
 
1) Emulsified Asphalt:  grades CSS-1, or CSS-1h, in accordance with Table 1 
 
Table 1 
Table 1 – Emulsified Asphalt 
Test on Emulsion
Viscosity @ 77F (25C), SSF, seconds 
15 --- 300 
Residue from Distillation, Weight % 
57% minimum 
Sieve Test % Retained on 20 mesh sieve 
0.10 maximum 
Particle Charge, Electroplate 
Positive 
Settlement, (Storage Stability), 24 hours 
1% maximum 
Test on Residue from Distillation 
 
 
Penetration @ 77 F, 100 grams, 5 seconds 
20 --- 90 
Solubility in TCE 
97.5 minimum 
Ductility @ 77 F, cm. 
40 minimum 
Elastic Recovery, % AASHTO T-301 (1) 
55 minimum 
 
2) Aggregate and Gradation in accordance with table 2.   
 
Aggregate: Use aggregate that is clean and free from organic matter or 
other detrimental substances 
 
Gradation: Perform physical property tests on aggregates that are 
received before blending into sealer.  
 
Micro Deval on aggregate larger than #60 sieve U.S Includes all mineral 
components 
 
Table 2 
Table 2 – Aggregate – Physical Properties (a)
Criterion
Standard
Min
Max
Water Absorption 
%, AASHTO T-84 
-- 
4 
Micro-Deval 
% (b), ASTM D-7428 
-- 
20 
 
 
 
 
 
 
 
 
 
 
Gradation (c)
Sieve, Standard
Passing
Target Tolerance
No. 8, ASTM C136
100 
 
No. 16, ASTM C136
80-100 
 
No. 30, ASTM C136
75-100 
+/- 5 
No. 60, ASTM C136
50-85 
+/- 5 
No. 100, ASTM C136
40-65 
+/- 5 
No. 200, ASTM C117
25-65 
+/- 5 
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3) Additives and Mix Design. 
 
 
Central Plant Additives:  
 
Polymers, clays, and other additives may be used at the central plant, as 
necessary, to achieve mix design performance 
 
Required minimum latex content by weight shall be 4%, (1) 
 
The central plant shall use water that is clean, non-detrimental, and free 
from salts and contaminant 
 
Contractor shall not dilute mixture in the field with water or any other 
additive 
 
 
Mix Design: 
 
Use the modified method to account for realistic application depth and 
fine emulsion mixture 
o 
Establish base friction value using prepared laboratory compacted slab 
of approved mix as surface to be tested. The Dynamic Friction Test 
(DFT) number ratio should indicate that after application of the mastic 
seal, the surface retains required minimum percentage DFT number of 
the original pavement surface. 
 
Table 3 
Asphalt Mastic – Mix Design
Test
Standard
Min
Max
Wet-Track Abrasion Loss (3-day soak), g/m2 
(a)
ISSA TB 100, ASTM D3910 
-- 
80 
Asphalt content by Ignition Method
%, AASHTO T-308 
30 
-- 
Dynamic Friction Test Number @ 20 kph 
(ratio) (b)
ASTM E1911 
0.90 
-- 
 
4) Production and Field Sample 
 
 
T-59 sample shall be dried to a state where measurements taken 20 
                                  
 
minutes apart do not change indicate 
 
Samples shall be tested within 7 days 
 
 
** Sample size should be reduced to achieve asphalt quantity Important! This test 
should be performed on a completely dry sample 
 
Table 4 
Asphalt Mastic – Manufacture & Field Samples
Test
Standard
Min
Max
Solids content by evaporation
%, AASHTO T-59* 
48 
-- 
Asphalt content by Ignition Method
%, AASHTO T-308** 
30 
-- 
Rotational Viscosity @ 20 RPM / RV spindle 
(cPs) @ 25 C 
ASTM D2196 
800 
4000 
 
**Testing Report: If requested by City Representative, submit a report of source and field acceptance testing performed by 
Contractor and Suppliers as per Table 4 
 
d) Application / Placement 
 
1) Distribution Equipment 
 
Mixing Equipment – All materials shall be thoroughly mixed as to produce a 
homogenous surface treatment.  Individual volume or weight controls for 
proportioning each material in the mix shall be provided.  Materials shall be 
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added by a calibrated controlled device capable of monitoring the amount of 
material used at the time. 
 
 
Distribution Equipment – The Distributor shall be equipped with a full   sweep 
agitation system, a pumping system designed to handle fine aggregate mixes, 
and sufficient power to operate the full spray system and the agitation system at 
the same time. The Distribution Equipment shall be equipped with a monitoring 
system that ensures the even distribution of material and measures the 
application rate of the mix.  
 
 
Storage Tanks – If the mix is being delivered from a central mixing plant, then a 
job site storage tank shall have the minimum capacity of the entire transport 
load. The storage tank shall have an internal full sweep mixing system having a 
mixing capability of providing a homogenous mix representing the mix design at 
any given location within the tank.  
 
 
Environmental Protection – Contractor shall comply with all federal, state, and 
local laws and regulations controlling pollution of the environment.  
 
2) Storage Tanks 
 
 
When delivering mix from the central mixing plant to a job site storage tank, 
Contractor shall use only storage tanks with a minimum capacity to contain the 
entire transport load. 
 
 
Contractor shall ensure that all storage tanks being used on the project contain 
the mix, have an internal full seep mixing system, have a mixing capability of 
providing a homogenous mix that represents the mix design at any given 
location within the tank.  
 
3) Surface Cleaning: 
 
 
Remove loose material, mud spots, sand, dust, oil, vegetation and other 
contamination material 
 
 
When using water to clean pavement, allow cracks and surface to dry thoroughly 
 
4) Construction Requirements: 
 
 
Protect trees, plants, and other ground cover from damage 
 
 
Prune trees to allow equipment passage underneath 
 
 
Mask off end of streets and intersections to provide straight lines 
 
 
Protect curb, gutter, and sidewalk from spatter, mar, or overcoat 
 
 
5) Application Rate:  Based upon weigh tickets and yield tests. 
 
 
First coat is 0.10 to .0.15 gallons per square yard. 
 
 
Total quantity after second coat is 0.25 gallons minimum. 
 
 
Application Rate: Adjust according to surface conditions, only after obtaining 
review by City Representative.   
 
 
 
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6) General: 
 
 
Two separate application coats are required.  The first application must be 
thoroughly set and free of any damp areas before the second application begins. 
 
 
Make straight lines along lip of gutters and shoulders. Keep same thickness in 
these areas.  No runoff on these areas will be permitted 
 
 
Application should be even and free of obvious light and heavy area. 
 
 
Do not reduce application rate along edges or around manhole covers. 
 
 
Make straight lines. 
 
 
Hand sprayers and squeegees to apply mix in areas that cannot be reached with 
distribution spray bar. 
 
o 
Provide complete and uniform coverage 
o 
Avoid unsightly appearance from handwork 
 
e) Acceptance:    
 
 
1) Protect surface treatment material from traffic until it has cured and is capable of supporting 
traffic without any tracking.  
 
2) Do not apply permanent lane markings or point until final application of material is dried to 
tack free conditions. 
 
3) Mat Appearance: 
 
No runoff onto concrete curbs, curb pans, and shoulders 
 
No streaking 
 
No light spots 
 
No de-bonding due to road contaminants 
 
Total coverage of the pavement surface has a homogenous appearance 
4) TESTING of the Surface Seal.  The CITY reserves the right to randomly test the material 
for adherence to specifications.  In addition and upon request the following tests and 
results shall be conducted and provided to the CITY at the CONTRACTORS expense.   
 
o 
 Required minimum latex content by weight, % 
o 
Wet Track Abrasion Test 
 
 
 
ISSA (TB-100) 
 
o 
Residue by Evaporation 
 
 
 
ASTM D 2939 .08 
o 
Resistance to Kerosene  
 
 
 
ASTM D 2939 .25 
o 
Sieve Analysis of Fine and Coarse Aggregate 
 
ASTM C 136 
 
 
61. TRAFFIC CONTROL.  CONTRACTOR shall adhere to all CITY, State and Federal Traffic and Safety guidance, 
City of Chandler Traffic Barricades Design Manual #7, City of Chandler Municipal code 46-2.7.E construction 
sign requirements and the Manual on Uniform Traffic Control Devices (MUTCD).  CONTRACTOR shall submit 
all traffic control plans for approval to the City of Chandler Transportation and Development Department 
before any work may progress.  Traffic control shall include uniformed Chandler Police Officer and squad 
car as required.   
 
62. STRIPING.  CONTRACTOR shall provide CITY with striping as-builds before start of project.  All striping shall 
follow the latest version of the CITY Standard Details and Specifications Manual.  No striping shall begin until 
approved by CITY Traffic Engineering Division and Contract Administrator/designee.  Temporary striping is 
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required where thermo striping is to be applied at a later time.  Street intersections which require striping 
shall not remain un-striped for more than three consecutive days. 
 
63. SURVEY MONUMENTS.  This work will consist of adjusting survey monuments and brass caps.  Survey 
markers shall be adjusted according to MAG Standard Detail 120.  Frames and covers shall be adjusted 
according to MAG Standard Detail 270. Survey markers shall be re-established and referenced by a 
Registered Land Surveyor (RLS).  The RLS shall reset and punch the survey markers.  Any and all new survey 
coordinates shall be recorded and described in detail to the City of Chandler and governing authorities by 
the RLS. 
 
V. ALLEY MILLING – DUST CONTROL MITIGATION.  At Various locations as specified by the CITY the 
CONTRACTOR shall furnish all materials, equipment, tools, labor, etc. as necessary to grade Alleys/Alley Right-of-
Way using a rotary asphalt-milling machine equipped with a conveyor belt which can load milled material directly 
into dump trucks. The CONTRACTOR shall over-excavate approximately 6” below the current surface grade at an 
average width of 14 feet or as directed by a Contract Administrator/designee. 
 
64. SUB-GRADE COMPACTION: The alley sub-grade shall be compacted to 95% by CONTRACTOR as outlined in 
Maricopa Association of Governments (MAG) standard specification 301. 
 
65. FINISHED GRADE COMPACTION: The finished alleys shall be compacted to 100% relative density by 
CONTRACTOR as determined in MAG 310 standard specifications or until compaction has met its optimum 
density as approved by the Street Division inspector using typical rolling patterns. All water valves, manhole 
lids, survey monuments, water meters, etc. shall be protected, adjusted to grade and collared in concrete 
when existing or required by Contract Administrator/designee. Survey monuments shall be re-established 
and referenced by a Registered Land Surveyor (RLS). The RLS shall reset and punch the survey monuments. 
CONTRACTOR shall, at their cost, replace all property, materials or equipment both private and public that 
is destroyed, damaged, ruined or left contaminated as a result of this work. 
 
66. NOTIFICATION TO PUBLIC: CONTRACTOR shall notify all affected citizens and businesses by door flyer 48 
hours prior to work beginning and include any and all pertinent information, description of work, times, 
schedules and CONTRACTORS name with 24-hour contact numbers. The flyer information shall be 
submitted to the Contract Administrator/designee for approval before distribution. Extreme care shall be 
taken by CONTRACTOR to ensure that all alley access (gates, garage doors, etc.) are clear and free of 
material that would obstruct operation or admission. 
 
67. INSPECTION, COORDINATION & SAFETY. CONTRACTOR shall identify (Blue Stake) and coordinate all work 
with any and all solid waste, utility or communication companies, CITY departments and the CITY Utility 
Coordinator for scheduling and project conflicts. All affected utilities or communications shall be marked, 
protected, adjusted and repaired by CONTRACTOR as needed. CONTRACTOR shall establish meetings with 
utility, communication companies (Cox, Qwest, SRP, APS etc…) and CITY’s Solid Waste garbage pick-up prior 
to start of work. CONTRACTOR shall maintain weekly schedules and coordinate work with solid waste, 
utility, communication companies and CITY Utility Coordinators. CONTRACTOR shall have utility and 
communication companies verify depth and location of utility lines and repair all lines not buried to the 
proper depths or in inappropriate right-of- ways. The CONTRACTOR shall be responsible for the 
coordination and repair of all damaged utilities resulting from this work and will coordinate with the 
appropriate utility companies and affected residents and businesses for the required outages and/or 
repairs. 
 
68. CITY UTILITY CONTACT:  Dennis Aust:  480-782-3315  
 
69. TRASH CONTAINERS: The CONTRACTOR shall be responsible for the removal and replacement of all alley 
trash containers. Trash containers are 300-gallon plastic receptacles which will require specialized 
equipment to lift and move. All trash containers will be temporarily located on the street or at the end of 
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the alleyways or as directed by Contract Administrator/designee. The CONTRACTOR will install lit 
barricades or lit vertical panels for each trash container located on street right-of-ways. Each trash 
container will be returned in the alleyway at the exact previous location. 
 
70. TRAFFIC CONTROL.  CONTRACTOR shall adhere to all CITY, State and Federal Traffic and Safety guidance, 
City of Chandler Traffic Barricades Design Manual #7, City of Chandler Municipal code 46-2.7.E construction 
sign requirements and the Manual on Uniform Traffic Control Devices (MUTCD).  CONTRACTOR shall submit 
all traffic control plans for approval to the City of Chandler Transportation and Development Department 
before any work may progress.  Traffic control shall include uniformed Chandler Police Officer and squad 
car as required.   
 
71. SURVEY MONUMENTS.  This work will consist of adjusting survey monuments and brass caps.  Survey 
markers shall be adjusted according to MAG Standard Detail 120.  Frames and covers shall be adjusted 
according to MAG Standard Detail 270. Survey markers shall be re-established and referenced by a 
Registered Land Surveyor (RLS).  The RLS shall reset and punch the survey markers.  Any and all new survey 
coordinates shall be recorded and described in detail to the City of Chandler and governing authorities by 
the RLS. 
 
 
72. INSPECTIONS: Final and daily progress inspections will be conducted by Contract 
Administrator/designee and CONTRACTOR. 
 
73. MATERIAL. The over-excavated alley waste material shall be hauled off and disposed of by 
CONTRACTOR at their expense. The fill material used by CONTRACTOR shall consist of asphalt 
millings provided by the CONTRACTOR. CONTRACTOR shall process asphalt millings with water 
until optimum moisture content is achieved. CONTRACTOR shall load, transport, place, process, 
water, grade, compact and fog seal the alley asphalt millings. The alley asphalt milling maximum size 
used by CONTRACTOR shall not be greater than materials that shall pass freely through a 3/4” 
crusher screen supplied by CONTRACTOR. Approximately 6” of asphalt millings shall replace the 
over- excavated waste material in the alleys and be placed in a uniformed manner using a self- 
propelled asphalt lay down paving machine by CONTRACTOR. 
 
74. PROTECTION OF PROPERTY & TREATED SURFACE. Extreme care shall be taken by CONTRACTOR 
to the graded alley to provide a presentable and well-drained area. CONTRACTOR shall conduct 
clean up after each day and at the end of the project to include streets, grates, and sidewalks 
and around all gates or entrances. All property, both CITY and public, shall be protected by 
CONTRACTOR from equipment, manpower, materials and fog seal oils. 
 
75. FOG SEAL: The alley asphalt millings shall be sealed with a fog seal coat (ss-1h, css-1h or cqsh or 
approved equal or approved superior product) by CONTRACTOR as outlined in MAG 333 
standard specification or as specified by the Street Division. Sealed alleys shall be protected by 
CONTRACTOR using barricades from being damaged by the public, vehicle traffic and all other 
interrelated work. CONTRACTOR shall clean up all fog seal track out from the alleys and adjust 
application flow rates when required or as directed by the Contract Administrator/designee. 
Typical flow rate for this project is between 0.12 and 0.16 gallons per square yards. 
 
76. PERMITS: CONTRACTOR shall be required to provide dust control permit(s).  The CONTRACTOR 
shall obtain at their expense all necessary permits, fees, and training to include but not limited 
to a Maricopa County Dust Control Permit. The CONTRACTOR shall follow and abide by all 
regulations, policies and procedures set forth and described  by the permitting  agency(s),  
authority(ies)  or government organization(s). The CONTRACTOR shall utilize a PM-10 certified 
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mechanical broom sweeper throughout the project to remove track out from alleyways and for 
general clean up. The CONTRACTOR shall develop and submit a Stormwater Pollution 
Prevention Plan (SWPPP) to the Street Division Stormwater Program Coordinator for approval. 
CONTRACTOR will not start any construction activity prior to the approval of the SWPPP. 
 
VI. ALLOWANCES. 
 
77. Traffic control CONTRACTOR shall be responsible for ordering and coordination of barricading 
and traffic control requirements. Set up shall be per the CITY/agency Traffic Barricade manual 
and MUTCD. Contractor to be paid as invoiced PER DAY 
i. Barricading restrictions on arterial streets cannot be in place earlier than 8:30 a.m. 
or after 4:00 p.m.  
ii. Barricading restrictions on Residential/Collectors streets cannot be in place earlier 
than 7:00 a.m. or after 4:00 p.m. Prior approval must be requested by the 
CONTRACTOR and approved by the CITY Streets Project Manager for Barricading 
restrictions on Residential/Collectors in place by 5:00 AM. 
 
78. Traffic control may include uniformed Chandler Police Officer and squad car as required.  
CONTRACTOR shall be paid the actual cost of hiring the uniformed Chandler Police Officer. 
 
79. Owner’s Allowance for unforeseen conditions.  During the event of a project location being 
impacted by an unforeseen condition as approved and directed by the Streets Project Manager 
the CONTRACTOR to be paid on a Time and Materials Basis.    
 
 
 
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EXHIBIT B TO AGREEMENT 
COMPENSATION AND FEES 
Prices shall be tax inclusive.  
 
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Night and weekend work: It is anticipated that most work will be performed during daytime barricading restriction 
hours from 5:00AM to 4:00PM. Premium compensation for CITY Streets Project Manager Pre-APPROVED night, 
weekend, and holiday work shall be bid as a multiplier factor to be applied to individual unit cost on each bid item 
used. No additional compensation will be permitted for night and weekend work. 
 
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Description-Premium Compensation  
PERCENTAGE 
The contractor must provide this multiplier factor to be stated as a 
percentage amount.  
0.00% 
 
 
 
 
 
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EXHIBIT C TO AGREEMENT 
INSURANCE 
INSURANCE  
 
General. 
 
A. 
At the same time as execution of this Agreement, the Contractor shall furnish the City a 
certificate of insurance on a standard insurance industry ACORD form.  The ACORD form 
must be issued by an insurance company authorized to transact business in the State of 
Arizona possessing a current A.M. Best, Inc. rating of A-7, or better and legally authorized to 
do business in the State of Arizona with policies and forms satisfactory to City.  Provided, 
however, the A.M. Best rating requirement shall not be deemed to apply to required 
Workers’ Compensation coverage.  
 
B. 
The Contractor and any of its subcontractors shall 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. 
 
C. 
The insurance requirements set forth below are minimum requirements for this 
Agreement and in no way limit the indemnity covenants contained in this Agreement. 
 
D. 
The City in no way warrants that the minimum insurance limits contained in this 
Agreement are sufficient to protect Contractor from liabilities that might arise out of the 
performance of the Agreement services under this Agreement by Contractor, its agents, 
representatives, employees, subcontractors, and the Contractor is free to purchase any 
additional insurance as may be determined necessary. 
 
E. 
Failure to demand evidence of full compliance with the insurance requirements in this 
Agreement or failure to identify any insurance deficiency will not relieve the Contractor 
from, nor will it be considered a waiver of its obligation to maintain the required insurance 
at all times during the performance of this Agreement. 
 
F. 
Use of Subcontractors:  If any work is subcontracted in any way, the Contractor shall 
execute a written contract with Subcontractor containing the same Indemnification Clause 
and Insurance Requirements as the City requires of the Contractor in this Agreement. The 
Contractor is responsible for executing the Agreement with the Subcontractor and 
obtaining Certificates of Insurance and verifying the insurance requirements. 
 
Minimum Scope and Limits of Insurance.  The Contractor shall provide coverage with limits of liability not 
less than those stated below. 
 
A. 
Commercial General Liability-Occurrence Form.  Contractor must maintain “occurrence” form 
Commercial General Liability insurance with a limit of not less than $2,000,000 for each 
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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. 
 
B. 
Automobile Liability-Any Auto or Owned, Hired and Non-Owned Vehicles 
Vehicle Liability:  Contractor must maintain Business/Automobile Liability insurance with a 
limit of $1,000,000 each accident on Contractor owned, hired, and non-owned vehicles 
assigned to or used in the performance of the Contractor’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. 
 
 
C. 
Workers Compensation and Employers Liability Insurance:  Contractor must maintain Workers 
Compensation insurance to cover obligations imposed by federal and state statutes having 
jurisdiction of Contractor employees engaged in the performance of work 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. 
 
 
D. 
Builders’ Risk/Installation Floater Insurance.  The Contractor bears all responsibility for loss to 
all equipment or Work under construction.  Unless waived in writing by the City the 
Contractor will purchase and maintain in force Builders’ Risk/Installation Floater insurance 
on the entire Work until completed and accepted by the City.  This insurance will be Special 
Causes of Loss policy form, (minimally including perils of fire, flood, lightning, explosion, 
windstorm and hail, smoke, aircraft and vehicles, riot and civil commotion, theft, vandalism, 
malicious mischief, and collapse), completed value, replacement cost policy form equal to 
the contract price and all subsequent modifications.  The Contractor’s Builders’ 
Risk/Installation Floater insurance must be primary and not contributory. 
1. Builders’ Risk/Installation Floater insurance must cover the entire Work including 
reasonable compensation for architects and Contractors’ services and expenses and 
other “soft costs” made necessary by an insured loss.  Builders’ Risk/Installation Floater 
insurance must provide coverage from the time any covered property comes under the 
Contractor’s control and or responsibility, and continue without interruption during 
course of construction, renovation and or installation, including any time during which 
any project property or equipment is in transit, off site, or while on site for future use or 
installation.  Insured property must include, but not be limited to, scaffolding, false 
work, and temporary buildings at the site.  This insurance must also cover the cost of 
removing debris, including demolition as may be legally required by operation of any 
law, ordinance, regulation or code. 
2. The Contractor must also purchase and maintain Boiler and Machinery insurance with 
the same requirements as Builders’ Risk/Installation Floater insurance cited above if the 
Work to be performed involves any exposures or insurable property normally covered 
under a Boiler and Machinery insurance policy or made necessary as required by law or 
testing requirements in the performance of this Contract/Agreement.  The Contractor 
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will be responsible for any and all deductibles under these policies and the Contractor 
waives all rights of recovery and subrogation against the City under the Contractor’s 
Builders’ Risk/Installation Floater insurance described herein. 
3. Builders’ Risk/Installation Floater Insurance must be maintained until whichever of the 
following first occurs: (i) final payment has been made; or, (ii) until no person or entity, 
other than the City, has an insurable interest in the property required to be covered. 
a. The Builders’ Risk/Installation Floater insurance must be endorsed so that the 
insurance will not be canceled or lapse because of any partial use or occupancy by 
the City. 
b. The Builders Risk/Installation Floater insurance must include as named insureds, the 
City, the Contractor, and all tiers of subcontractors and others with an insurable 
interest in the Work who will be named as additional insureds unless they are able 
to provide the same level of coverage with the City and Contractor named as 
additional insureds. Certificates must contain a provision that the insurance will not 
be canceled or materially altered without at least 30 days advance notice to the City.  
The City must also be named as a Loss Payee under the Builders’ Risk/Installation 
Floater coverage. 
c. The Builders Risk/Installation Floater insurance must be written using the Special 
Causes of Loss policy form, replacement cost basis. 
d. All rights of subrogation under the Builders Risk/Installation Floater insurance are, 
by this Contract/Agreement, waived against the City, its officers, officials, agents and 
employees. 
e. The Contractor is responsible for payment of all deductibles under the Builders’ 
Risk/Installation Floater insurance policy. 
 
Additional Policy Provisions Required. 
 
A. Self-Insured Retentions or Deductibles.  Any self-insured retentions and deductibles must be 
declared and approved by the City.  If not approved, the City may require that the insurer 
reduce or eliminate any deductible or self-insured retentions with respect to the City, its 
officers, officials, agents, employees, and volunteers. 
 
1.  The Contractor’s insurance must contain broad form contractual liability coverage. 
 
2.  The Contractor's insurance coverage must be primary insurance with respect to the 
City, its officers, officials, agents, and employees.  Any insurance or self-insurance 
maintained by the City, its officers, officials, agents, and employees shall be in excess of 
the coverage provided by the Contractor and must not contribute to it. 
 
3.  The Contractor's insurance must apply separately to each insured against whom claim 
is made or suit is brought, except with respect to the limits of the insurer's liability. 
 
4.  Coverage provided by the Contractor must not be limited to the liability assumed under 
the indemnification provisions of this Agreement. 
 
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5. The policies must contain a severability of interest clause and waiver of subrogation 
against the City, its officers, officials, agents, and employees, for losses arising from 
Work performed by the Contractor for the City. 
 
6.  The Contractor, its successors and or assigns, are required to maintain Commercial 
General Liability insurance as specified in this Agreement for a minimum period of 
three years following completion and acceptance of the Work.  The Contractor must 
submit a Certificate of Insurance evidencing Commercial General Liability insurance 
during this three year period containing all the Agreement insurance requirements, 
including naming the City of Chandler, its agents, representatives, officers, directors, 
officials and employees as Additional Insured as required. 
 
7. If a Certificate of Insurance is submitted as verification of coverage, the City will 
reasonably rely upon the Certificate of Insurance as evidence of coverage but this 
acceptance and reliance will not waive or alter in any way the insurance requirements 
or obligations of this Agreement.   
 
B.  
Insurance Cancellation During Term of Contract/Agreement.  
1. If any of the required policies expire during the life of this Contract/Agreement, the 
Contractor must forward renewal or replacement Certificates to the City within ten days 
after the renewal date containing all the required insurance provisions. 
2.  Each insurance policy required by the insurance provisions of this Contract/Agreement 
shall provide the required coverage and shall not be suspended, voided or canceled 
except after 30 days prior written notice has been given to the City, except when 
cancellation is for non-payment of premium, then ten days prior notice may be given.  
Such notice shall 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, the Contractor or its insurance broker shall 
notify the City of any cancellation, suspension, non-renewal of any insurance within 
seven days of receipt of insurers’ notification to that effect.  
 
A. 
City as Additional Insured.  The policies are to contain, or be endorsed to contain, the 
following provisions: 
 
1. The Commercial General Liability and Automobile Liability policies are to contain, or be 
endorsed to contain, the following provisions:  The City, its officers, officials, agents, and 
employees are additional insureds with respect to liability arising out of activities 
performed by, or on behalf of, the Contractor including the City's general supervision of 
the Contractor; Products and Completed operations of the Contractor; and automobiles 
owned, leased, hired, or borrowed by the Contractor. 
 
2.  The City, its officers, officials, agents, and employees must be additional insureds to the 
full limits of liability purchased by the Contractor even if those limits of liability are in 
excess of those required by this Agreement. 
 
 
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EXHIBIT D TO AGREEMENT 
SPECIAL CONDITIONS 
 
WORK IN CITY RIGHT-OF-WAY 
 
Work within the City's Right-of-Way. All work performed within the City's Right-of-Way by the Contractor 
and his/her subcontractors must comply with the City of Chandler requirements.  
 
 
 
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EXHBIT E 
ADA TRUNCATED DOMES (TILES) 
APPROVED PRODUCTS LIST 
 
1. 
NWC Erie St and Cheri Lynn Dr 
Cast in Tact Wet Set 
By N-Direct 
Installation Date: 02/2007 
Contact Info 
TF Valdez Construction Supply Co., Inc 
5660 South 32nd Street, Suite #105 
Phoenix, AZ 85040 
(602) 305-8575 
  
2. 
SEC Erie St and Evergreen St 
TekWay Dome Tiles w/Anchor 
By StrongGo Inc 
Installation Date: 07/2007 
Contact Info 
StrongGo LLC 
3296 E. Hemisphere Loop 
Tucson, Arizona 85706 
Tel: (520) 547-3510 
 
3. 
SWC Erie St and Vine St 
ADA Arcis Tactile 
By Arcis Corp 
Installation Date: 03/2009 
Contact Info 
Atlas Construction Supply, Inc 
1611 S. 27th Ave. 
Phoenix, Arizona 85009 
Tel: (602) 256-0600 
 
 
Note: composite tiles are not a suitable substitute for the “hard” tiles listed on this Exhibit and will not be 
used on this contract. 
 
 
 
 
 
 
 
 
 
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EXHBIT F 
 
 
 
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EXHIBIT G1 
CONSTRUCTION SIGN DETAIL 1 
 
If the work will take less than one (1) week to perform, such signage shall: 
a. 
Be installed on temporary supports at an approved location; 
b. 
Be placed in such positions that they can be read by traffic from each direction; 
c. 
Be colored “construction orange” with black letters; 
d. 
Have block letters at least 6” in height; 
e. 
Contain the following information:  the name of CONTRACTOR for whom the work is being 
performed; 
f. 
a 24-hour contact phone number where persons may speak with a representative of the 
CONTRACTOR for whom the work is being performed or may leave a request to speak with such a 
representative and for which all calls will be returned by such a representative of the 
CONTRACTOR within 24-hours. 
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EXHIBIT G2 
CONSTRUCTION SIGN DETAIL 2 
 
DEVELOPER 
CONTRACTOR 
ASPHALT PATCHWORK 
9-1-25 TO 9-30-25 
(480) 782-XXXX  
 
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