HomeMy WebLinkAbout06/21/2016 Council Agenda Packet7
MARANA
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MARANA TOWN COUNCIL
REGULAR COUNCIL MEETING
NOTICE AND AGENDA
11555 W. Civic Center Drive, Marana, Arizona 85653
Council Chambers, June 21, 2016, at or after 7:00 PM
Ed Honea, Mayor
Jon Post, Vice Mayor
David Bowen, Council Member
Patti Comerford, Council Member
Herb Kai, Council Member
Carol McGorray, Council Member
Roxanne Ziegler, Council Member
Pursuant to A.R. S. § 3 8- 431.02, notice is hereby given to the members of the Marana Town
Council and to the general public that the Town Council will hold a meeting open to the public on
June 21, 2016, at or after 7:00 PM located in the Council Chambers of the Marana Municipal
Complex, 11555 W. Civic Center Drive, Marana, Arizona.
ACTION MAY BE TAKEN BY THE COUNCIL ON ANY ITEM LISTED ON THIS AGENDA.
Revisions to the agenda can occur up to 24 hours prior to the meeting. Revised agenda items
appear in italics.
As a courtesy to others, please turn off or put in silent mode all pagers and cell phones.
Meeting Times
Welcome to this Marana Town Council meeting. Regular Council meetings are usually held the
first and third Tuesday of each month at 7:00 PM at the Marana Municipal Complex, although the
date or time may change and additional meetings may be called at other times and /or places.
Contact the Town Clerk or watch for posted agendas for other meetings. This agenda may be
revised up to 24 hours prior to the meeting. In such a case a new agenda will be posted in place of
this agenda.
Speaking at Meetings
If you are interested in speaking to the Council during the Call to the Public or Public Hearings,
you must fill out a speaker card (located in the lobby outside the Council Chambers) and deliver it
to the Town Clerk prior to the convening of the meeting.
Marana Regular Council Meeting 06/21/2016 Pagel of 298
All persons attending the Council meeting, whether speaking to the Council or not, are expected to
observe the Council rules, as well as the rules of politeness, propriety, decorum and good conduct.
Any person interfering with the meeting in any way, or acting rudely or loudly will be removed
from the meeting and will not be allowed to return.
Accessibility
To better serve the citizens of Marana and others attending our meetings, the Council Chambers
are wheelchair and handicapped accessible. Persons with a disability may request a reasonable
accommodation, such as a sign language interpreter, by contacting the Town Clerk at (520)
3 82 -1999. Requests should be made as early as possible to arrange the accommodation.
Agendas
Copies of the agenda are available the day of the meeting in the lobby outside the Council
Chambers or online at www.marana.com, by linking to the Town Clerk page under Agendas,
Minutes and Recent Actions. For questions about the Council meetings, special services or
procedures, please contact the Town Clerk, at 382 -1999, Monday through Friday from 8:00 AM to
5:00 PM.
This Notice and Agenda Posted no later than 24 hours prior to the meeting, at the Marana
Municipal Complex, 115 5 5 W. Civic Center Drive, the Marana Operations Center, 5100 W. Ina
Road, and at www.maranaaz.gov on the Town Clerk page under Agendas, Minutes and Recent
Actions.
REGULAR COUNCIL MEETING
CALL TO ORDER AND ROLL CALL
PLEDGE OF ALLEGIANCE /INVOCATION /MOMENT OF SILENCE
APPROVAL OF AGENDA
CALL TO THE PUBLIC
At this time any member of the public is allowed to address the Town Council on any issue
within the jurisdiction of the Town Council, except for items scheduled for a Public Hearing
at this meeting. The speaker may have up to three minutes to speak. Any persons wishing to
address the Council must complete a speaker card located outside the Council Chambers
and deliver it to the Town Clerk prior to the commencement of the meeting. Individuals
addressing a meeting at the Call to the Public will not be provided with electronic
technology capabilities beyond the existing voice amplification and recording capabilities in
the facilities and the Town's overhead projector /document reader. Pursuant to the Arizona
Open Meeting Law, at the conclusion of Call to the Public, individual members of the
Council may respond to criticism made by those who have addressed the Council, and may
ask staff to review the matter, or may ask that the matter be placed on a future agenda.
PROCLAMATIONS
Marana Regular Council Meeting 06/21/2016 Page 2 of 298
Proclaiming July, 2016 as Parks and Recreation Month (Jocelyn C. Bronson)
MAYOR AND COUNCIL REPORTS: SUMMARY OF CURRENT EVENTS
MANAGER'S REPORT: SUMMARY OF CURRENT EVENTS
PRESENTATIONS
Pi Relating to Intergovernmental Relations; report from the Town's lobbyist,
Triadvocates, regarding the 2016 session of the Arizona state legislature and related
intergovernmental affairs, including current and future legislative trends (Gilbert
Davidson)
CONSENT AGENDA
The Consent Agenda contains items requiring action by the Council which are generally
routine items not requiring Council discussion. A single motion and affirmative vote will
approve all items on the Consent Agenda, including any resolutions or ordinances. Prior to a
motion to approve the Consent Agenda, any Council member may remove any item from
the Consent Agenda and that item will be discussed and voted upon separately.
C1 Resolution No. 2016 -059: Relating to Elections; approving and authorizing the
Mayor to execute an intergovernmental agreement between the Town of Marana and
Pima County on behalf of the Pima County Recorder for election services (Jocelyn
C. Bronson)
C Resolution No. 2016 -060: Relating to Development; approving a release of
assurances for Marana 59 subdivision and accepting public improvements for
maintenance (Keith Brann)
C3 Resolution No. 2016 -061: Relating to Development; approving a release of
assurances for Saguaro Springs Block 4 as modified by Saguaro Bloom Block 4 and
accepting public improvements for maintenance (Keith Brann)
C4 Resolution No. 2016 -062: Relating to Intergovernmental Relations; approving and
authorizing the Town Manager to execute a Lobbying Services Agreement with
Triadvocates, LLC for fiscal years 2016 -2017 and 2017 -2018 (Tony Hunter)
CS Resolution No. 2016 -063: Relating to Municipal Court; approving and authorizing
the Mayor to execute an intergovernmental agreement between the Town of Marana
and Pima County for provision of video -court hearings of municipal prisoners for
2016 -2017 (Caine Sklar)
Marana Regular Council Meeting 06/21/2016 Page 3 of 298
C6 Resolution No. 2016 -064: Relating to Economic Development; approving and
authorizing the Mayor to execute a funding agreement between the Town of Marana
and the Marana Chamber of Commerce, Inc. for fiscal year 2016 -2017 to
support operation of the Marana Visitor Center and provision of services to the
Marana community (Curt Woody)
C7 Resolution No. 2016 -065: Relating to the Police Department; exempting undercover
vehicles used by the Marana Police Department in felony investigations or activities
of a confidential nature from Arizona state laws related to the designation of political
subdivision motor vehicles; authorizing the Chief of Police to renew existing vehicle
registrations for these undercover police vehicles and to obtain vehicle registrations
for new undercover police vehicles to be used in felony investigations or activities of
a confidential nature (Libby Shelton)
Cg Approval of June 7, 2016 Regular Council Meeting Minutes (Jocelyn C. Bronson)
LIQUOR LICENSES
BOARDS, COMMISSIONS AND COMMITTEES
COUNCIL ACTION
Al PUBLIC HEARING: Resolution No. 2016 -066: Relating to Budget; adopting the
Town of Marana's fiscal year 2016 -2017 final budget (Erik Montague)
A2 PUBLIC HEARING: Relating to Alternative Expenditure Limitation (Home Rule
Option); public hearing pursuant to A.R.S. section 41- 563.01 regarding the proposed
extension of the alternative expenditure limitation for the Town of Marana (Erik
Montague)
A3 Ordinance No. 2016.007: Relating to Finance; exempting the Community Food
Bank, Inc.'s Marana Community Food Bank expansion project from certain Town of
Marana development and building fees (Lisa Shafer)
A4 Ordinance No. 2016.008: Relating to Development; adopting the 2016 Marana
Subdivision Street Standards and the 2016 Marana Standard Details; and establishing
an effective date (Keith Brann)
Resolution No. 2016 -067: Relating to Development; declaring as a public record
filed with the Town Clerk the amendments adopted by Ordinance No. 2016.008,
adopting the 2016 Marana Subdivision Street Standards and the 2016 Marana
Standard Details (Keith Brann)
AS Resolution No. 2016 -068: Relating to Utilities; adopting the Marana Water
Reclamation Facility Master Plan (John Kmiec)
Marana Regular Council Meeting 06/21/2016 Page 4 of 298
A6 PUBLIC HEARING: Resolution No. GFCFD 2016 -02: [Marana Town Council
acting as the Gladden Farms Community Facilities District Board of Directors]: A
Resolution of the District Board of the Gladden Farms Community Facilities District,
Pima County, Arizona, approving the final budget for the Gladden Farms
Community Facilities District for the fiscal year beginning July 1, 2016 and ending
June 30, 2017 (Erik Montague)
A7 PUBLIC HEARING: Resolution No. GFCFD2 2016 -02: [Marana Town Council
acting as the Gladden Farms (Phase II) Community Facilities District Board of
Directors]: A Resolution of the District Board of the Gladden Farms (Phase II)
Community Facilities District, Pima County, Arizona, approving the final budget
for the Gladden Farms (Phase II) Community Facilities District for the fiscal year
beginning July 1, 2016 and ending June 30, 2017 (Erik Montague)
Ag PUBLIC HEARING: Resolution No. SSCFD 2016 -02: [Marana Town Council
acting as the Saguaro Springs Community Facilities District Board of Directors]: A
Resolution of the District Board of the Saguaro Springs Community Facilities
District, Pima County, Arizona, approving the final budget for the Saguaro
Springs Community Facilities District for the fiscal year beginning July 1, 2016 and
ending June 30, 2017 (Erik Montague)
A9 PUBLIC HEARING: Resolution No. VFCFD 2016 -02: [Marana Town Council
acting as the Vanderbilt Farms Community Facilities District Board of Directors]: A
Resolution of the District Board of the Vanderbilt Farms Community Facilities
District, Pima County, Arizona, approving the final budget for the Vanderbilt Farms
Community Facilities District for the fiscal year beginning July 1, 2016 and ending
June 30, 2017 (Erik Montague)
ITEMS FOR DISCUSSION /POSSIBLE ACTION
D1 Relating to Legislation and Government Actions; discussion and possible action
regarding all pending state, federal, and local legislation /government actions and on
recent and upcoming meetings of the other governmental bodies (Gilbert Davidson)
EXECUTIVE SESSIONS
Pursuant to A.R. S. § 38-431.03, the Town Council may vote to go into executive session,
which will not be open to the public, to discuss certain matters.
E1 Executive Session pursuant to A.R.S. §38- 431.03 (A)(3), Council may ask for
discussion or consultation for legal advice with the Town Attorney concerning any
matter listed on this agenda.
Marana Regular Council Meeting 06/21/2016 Page 5 of 298
FUTURE AGENDA ITEMS
Notwithstanding the mayor's discretion regarding the items to be placed on the agenda, if
three or more Council members request that an item be placed on the agenda, it must be
placed on the agenda for the second regular Town Council meeting after the date of the
request, pursuant to Marana Town Code Section 2- 4 -2(B).
ADJOURNMENT
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Council - Regular Meeting 1
Meeting Date: 06/21/2016
Submitted For: Jocelyn C. Bronson, Town Clerk
From: Suzanne Sutherland, Assistant to the Town Clerk
Date: June 21, 2016
Subject: Proclaiming July, 2016 as Parks and Recreation Month (Jocelyn C. Bronson)
Attachments
July 2016 Parks and Recreation Month
Marana Regular Council Meeting 06/21/2016 Page 7 of 298
PROCLAMATION
Parks and Recreation Month 2016
WHEREAS parks and recreation programs are an integral part of communities
throughout this country; and
WHEREAS the recreation opportunities that our parks provide are vitally important to
establishing and maintaining quality of life, ensuring the health of all citizens and
contributing to the economic and environmental well -being of a community; and
WHEREAS parks and recreation programs traditionally increase a community's
economic prosperity through increased tourism, by attracting and retaining businesses
and reducing crime; and
WHEREAS parks and natural recreation areas improve water quality, protect
groundwater, prevent flooding, provide vegetative buffers to development and
produce habitat for wildlife; and
WHEREAS our parks and natural recreation areas help ensure the ecological beauty of
our community and provide a place for children and adults to connect with nature and
the outdoors.
NOW THEREFORE, the Mayor and Council of the Town of Marana do recognize and
celebrate the benefits derived from parks and recreation resources and proclaim
July, 2016 Parks and Recreation Month
and urge all citizens to use and care for the many parks and recreation facilities
available throughout our community.
Dated this 21st day of June, 2016.
ATTEST:
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Mayor Ed Honea
Jocelyn C. Bronson, Town Clerk
Marana Regular Council Meeting 06/21/2016 Page 8 of 298
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Council - Regular Meeting
Meeting Date: 06/21/2016
To: Mayor and Council
Submitted For: Gilbert Davidson, Town Manager
From: Anthony Hunter, Management Assistant
Date: June 21, 2016
Strategic Plan Focus Area:
Commerce, Not Applicable
P1
Strategic Plan Focus Area Additional Info:
Commerce Focus Area, Principle Statement 3 - We will seek and retain diverse industries and
commerce in order to promote sustainable economic health
.Initiative 19 - Market the Town's high quality K -12 education as a compelling factor for families relocating
as part of business /industry recruitment efforts
• (c) - Collaborate on legislative agenda and advocacy where mutually beneficial
• Initiative 26 - Develop partnerships throughout the state and region to assist Marana in commercial and
industrial development activities
. (b) - Identify legislative needs; develop draft language; engage in legislative advocacy to support
efforts to attract, retain and expand commerce and industry
Subject: Relating to Intergovernmental Relations; report from the Town's lobbyist,
Triadvocates, regarding the 2016 session of the Arizona state legislature and
related intergovernmental affairs, including current and future legislative trends
(Gilbert Davidson)
Discussion:
Triadvocates LLC has been performing lobbying services for the Town over many legislative
sessions. Their experience in the field of Arizona politics and policy provides keen insights into
current and future legislative trends. This presentation will contain a summary of the most recent
session, including any important pieces of legislation, and the implications for local governments.
In addition, there will be a discussion of forecasts of political and policy trends for the coming
months and year.
Financial Impact:
Marana Regular Council Meeting 06/21/2016 Page 9 of 298
Presentation only.
Staff Recommendation:
Presentation only.
Suggested Motion:
Presentation only.
Attachments
No file (s) attached.
Marana Regular Council Meeting 06/21/2016 Page 10 of 298
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Council - Regular Meeting C1
Meeting Date: 06/21/2016
To: Mayor and Council
From: Jocelyn C. Bronson, Town Clerk
Date: June 21, 2016
Strategic Plan Focus Area:
Community
Subject: Resolution No. 2016 -059: Relating to Elections; approving and authorizing the Mayor
to execute an intergovernmental agreement between the Town of Marana and Pima
County on behalf of the Pima County Recorder for election services (Jocelyn C.
Bronson)
Discussion:
From time to time, the Town of Marana contracts with the Pima County Recorder's Office for
assistance in the preparation and conduct of primary and general elections for the Town Council
and other special elections or consolidated elections. The last intergovernmental agreement (IGA)
expired after the 2013 election cycle.
This agreement reflects the updated fee and payment schedules and covers the period beginning
May 15, 2016 through the completion of all obligations and activities association with the August
30 2016 and November 8, 2016 elections.
Financial Impact:
Fiscal Year: 2017
Budgeted Y/N: Yes
Amount: $138
The total financial impact of this agreement will be determined by multiple factors, including
voter turnout rate in the 2016 primary and general elections. The amount budgeted in fiscal year
2016 -2017 includes funding for both the primary and general elections. A complete fee schedule
for the Pima County Recorder's Office for election services is included as an exhibit to the
proposed agreement.
Marana Regular Council Meeting 06/21/2016 Page 11 of 298
Staff Recommendation:
Staff recommends adoption of Resolution No. 2016 -059, approving and authorizing the Mayor to
execute the intergovernmental agreement with the Pima County Recorder's Office for election
services.
Suggested Motion:
I move to adopt Resolution No. 2016 -059, approving and authorizing the Mayor to execute an
intergovernmental agreement between the Town of Marana and Pima County on behalf of the
Pima County Recorder for election services.
Attachments
Resolution No. 2016 -059
IGA election services
Marana Regular Council Meeting 06/21/2016 Page 12 of 298
MARANA RESOLUTION NO. 2016-059
RELATING TO ELECTIONS; APPROVING AND AUTHORIZING THE MAYOR TO
EXECUTE AN INTERGOVERNMENTAL AGREEMENT BETWEEN THE TOWN OF
MARANA AND PIMA COUNTY ON BEHALF OF THE PIMA COUNTY RECORDER FOR
ELECTION SERVICES
WHEREAS the Town desires to enter into an Intergovernmental Agreement with the
Pima County Division of Elections to prepare for and conduct a primary election to be held on
August 30, 2016 and a general election to be held on November 8, 2016; and
WHEREAS the Pima County Recorder is willing to provide election services for the
Town's elections based on the terms set forth in the intergovernmental agreement for election
services which is the subject of this resolution; and
WHEREAS the Town and Pima County may contract for services and enter into
agreements with one another for joint or cooperative action pursuant to A.R. S. § 11 -952, et seq. ;
and
WHEREAS the Mayor and Council of the Town of Marana find it is in the best interests
of its citizens to enter into this intergovernmental agreement.
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE
TOWN OF MARANA, that the intergovernmental agreement between the Town of Marana and
Pima County on behalf of the Pima County Recorder attached to and incorporated by this
reference in this resolution as Exhibit A is hereby approved, and the Mayor is hereby authorized
and directed to execute it for and on behalf of the Town of Marana.
IT IS FURTHER RESOLVED that the Town's Manager and staff are hereby directed
and authorized to undertake all other tasks necessary to carry out the terms and objectives of the
intergovernmental agreement.
PASSED and ADOPTED by the Mayor and Council of the Town of Marana, Arizona,
this 21 st day of June 2016.
Mayor Ed Honea
ATTEST:
Jocelyn C. Bronson, Town Clerk
Marana Resolution No. 2016 -059
Marana Regular Council Meeting 06/21/2016
APPROVED AS TO FORM:
Frank Cassidy, Town Attorney
Page 13 of 298
20' 6 ELECTION SERVICES WITH
THE TOWN OF MARANA
ESTIMATED INCOME: $10,000.00*
FUNDING: The Town of Marana
* estimated for both elections within this IGA I (STAMP HERE
INTERGOVERNMENTAL AGREEMENT
For Election Services
Among The Town of Marana and Pima County
This Intergovernmental Agreement (IGA) is by and among THE TOWN OF MARANA OF
PIMA COUNTY, ARIZONA, a municipal corporation of the State of Arizona ( "the TOWN ") and PIMA
COUNTY, a political subdivision of the State of Arizona ( "the County "), on behalf of the PIMA
COUNTY RECORDER ( "the Recorder ").
RECITALS
1. The Town, pursuant to A. R.S. §§ 9 -231 (A) and 16 --204 will prepare for and conduct two elections: a
Primary Election to be held on August 30, 2016 and a General Election to be held on November 8,
2016.
2. A.R.S. §§ 16-205(0 ), 16-172,11-251(3), 16 -450, and 16-405 of seq. authorize the county to perform
services for any political subdivision regarding elections.
3. A.R.S. § 16 -172 authorizes any political subdivision conducting elections to utilize the County
registration rolls upon reimbursement to the Recorder for actual expenses in furnishing voter
registration data to the subdivision.
4. A.R.S. § 16- 408(D) permits the governing body of any election district authorized to conduct an
election to enter into an Agreement with the Board of Supervisors and Recorder for election services,
with the contracted cost being a charge against the election district.
5. The parties are authorized to enter into an intergovernmental agreement pursuant to A.R.S. § 11 --952
et seq.
6. The TOWN desires to utilize the Pima County registration rolls and other election - related services
provided by the Recorder for the Primary Election to be held on August 30, 2016 and a General
Election to be held on November 8, 2016.
7. The TOWN, the county and the Recorder have determined that it is in the best interest of the public
for the TOWN to use the services of the Recorder in conducting the elections called for August 30,
2016 and November 8, 2016.
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8. NOW, THEREFORE, the parties hereto agree as follows:
The purpose of this IGA is to set forth the duties and responsibilities of the Recorder and the TOWN with
respect to the August 30, 2016 and November 8, 2016 elections to be held by the TOWN of Marana.
ARTICLE I - TERM AND EXTENSIONIRENEWAUCHANOES
The term of this IGA shall be from May 15, 2016 through completion of all obligations and activities associated
with the August 30, 2016 and November 8, 2016 elections contemplated by this IGA, provided that the term
shall continue through final resolution of any legal challenge to the election. Any modifications or time
extension of this IGA shall be by formal written amendment and executed by the parties.
Amendments to the Agreement must be approved by the Board of Supervisors as required by the Pima
County Procurement code, before any work or deliveries under the Amendment commences.
ARTICLE II — SCOPE OF SERVICES
This Agreement establishes the agreement under which the county will provide the TOWN with Election
services in accordance with the following:
County Recorder Services: The Recorder shall:
(1) For the Primary election on August 30, 2015, all Marana voters who are members of a
recognized political party and are on the Permanent Early Voting List (PEVL) will receive a
normal primary ballot that will include all of the Marana candidates.
(2) For the Primary election on August 30, 2016, all Marana voters who are not affiliated with one
of the recognized political parties and are on the PEVL will have the option of choosing one of
the following:
a. any of the partisan ballots that will include all of the Marana candidates.
b. a ballot that will have ONLY the Marana candidates on it.
(3) All non - affiliated PEVL voters from Marana will receive a special 90 -day notice letting them
know their options for the Primary election.
(4) Provide Deputy County Recorders for team early voting when necessary for Marana ONLY
voters during the Primary election on August 30, 2016 and give the TOWN notice of each
request for team early voting.
(5) Prepare and deliver a single invoice to the TOWN no later than 21 days after the final election
date, containing a detailed breakdown of all Recorder costs for these elections.
TOWN Obligations: TOWN shall:
(1) Notify the Recorder in writing, at feast 120 days or at such other time as the parties may
agree before any consolidated election date on which the TOWN wants services pursuant to
this IGA, detailing the election - related services pursuant to this IGA.
(2) Prepare and distribute any requisite translation, printing, and mailing of all publicity
pamphlets.
(3) Should the election be challenged or questioned for any reason whatsoever, then the TOWN
shall be solely responsible for defending, legally or otherwise, said elections. This duty shall
survive the expiration of the IGA, provided that the County shall cooperate with the TOWN in
making relevant information and witnesses available upon reasonable request.
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(4) Within 30 days of the date of each invoice, the TOWN shall reimburse the County, in full, for
invoiced costs of election materials, supplies and equipment, and personnel required in direct
support of the TOWN election, as set forth below.
(5) Be responsible for the security of all ballots tabulated by officials and vendors other than
Pima County's agents or employees and ensure that any functions performed by TOWN or
its outside vendors comply with applicable law and procedures of the Secretary of State.
(6) Arrange for and publish any and all notices of this election as required by law.
ARTICLE III — COMPENSATION AND PAYMENT
Within thirty (30) days of the date of invoice, TOWN will pay the Pima County Recorder:
( The following charges will only apply to any Primary Election ballots provided to unaffiliated
Marana Voters who request a Marana ONLY ballot:
a. Permanent Early Voting List (PEVL) Ballots $3.00 each
b. Non -PEVL ballot requests $5.75 each
c. Early Ballot Signature verification $0.75 each
d. Satellite Ballots $2.00 each
e. Replacement Ballots — By Mail $3.00 each
f. Provisional Ballots $16.00 each
g. Conditional Provisional Ballots $6.00 each
h. Team Voting $60.00 per request
i. Problem Ballots — includes calling the voter, sending
them a letter $6.00 each
(2) For both elections, a Consolidated Election Participation Fee —
per active voter for each election $0.10 each
(3) For both elections a Voter Registration Maintenance Fee- for each election
Per Active Voter $0.05
Per Inactive Voter $0.05
(4) Computer programming as required for additional voter data at $50.00 per hour, one hour
minimum.
(5) Any other costs associated with services provided for the conduct of the Elections), as set forth
in Pima County Fee ordinance 2016 -10 which is attached hereto as Exhibit A.
(6) Invoices not paid within 30 days of billing date will accrue interest at the rate of 10% per annum.
ARTICLE IV -- INSURANCE
All parties to this agreement are government entities. Neither entity is required to procure special insurance
coverage for their obligations under this IGA.
ARTICLE V - INDEMNIFICATION
Each party (as Indemnitor) agrees to indemnify, defend and hold harmless the other party (as Indemnitee)
from and against any and all claims, losses, liability, costs or expenses (including reasonable attorney's fees)
(hereinafter collectively referred to as "claims ") arising out of bodily injury of any person (including death) or
property damage, but only to the extent that such claims which result in vicarious /derivative liability to the
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Indemnitee, are caused by the act, omission, negligence, misconduct, or other fault of the Indemnitor, its
officers, officials, agents, employees, or volunteers.
ARTICLE VI - COMPLIANCE WITH LAWS
The parties shall comply with all federal, state and local laws, rules, regulations, standards and Executive
Orders, without limitation to those designated within this Agreement. The laws and regulations of the State of
Arizona shall govern the rights of the parties, the performance of this Agreement and any disputes hereunder.
Any action relating to this Agreement shall be brought in an Arizona court in Pima County. Any changes in
the governing laws, rules and regulations during the terms of this Agreement shall apply but do not require an
amendment.
ARTICLE VII -- WORKERS' COMPENSATION
Each party shall comply with the notice of A.R.S. § 23- 1022(E). For purposes of A. R.S. § 23 -1022, each party
shall be considered the primary employer of all personnel currently or hereafter employed by that party,
irrespective of the operations of protocol in place, and such party shall have the sole responsibility of the
payment of Workers' Compensation benefits or other fringe benefits of said employees.
ARTICLE VIII - ASSIGNMENT
The TOWN shall not assign its rights to this Agreement, in whole or in part, without prior written approval of
the COUNTY. Approval may be withheld at the sole discretion of COUNTY, provided that such approval shall
not be unreasonably withheld.
ARTICLE IX - NON- DISCRIMINATION
The TOWN shall not discriminate against any county employee, client or any other individual in any way
because of that person's age, race, creed, color, religion, sex, disability or national origin in the course of
carrying out duties pursuant to this IGA. The TOWN shall comply with the provisions of Executive Order
2009 -09, including flow down of all provisions and re uirements to an subcontractors. Executive Order 2009-
09 supersedes Executive order 99 -4 and amends Executive Order 75 -5 and may be viewed and downloaded
at the Governor or the State of Arizona's website http://www.azgovernor.gov/dms/upload/EO 2990 90. df
which is hereby incorporated into this Agreement by reference, as if set forth in full herein.
ARTICLE X - AMERICANS WITH DISABILITIES ACT
The parties shall comply with all applicable provisions of the Americans with Disabilities Act (Public Law 101-
336 42 U.S.C. §§ 12101- 12213) and all applicable federal regulations under the Act, including 28 C. F. R. Parts
35 and 36.
ARTICLE XI - AUTHORITY TO CONTRACT
No party warrants to any other party its legal authority to enter into this IGA. If a court, at the request of a third
person, should declare that any party lacks authority to enter into this IGA, or any part of it, then the IGA, or
parts of it affected by such order, shall be null and void, and no recovery may be had by any party against the
other for lack of performance or otherwise.
ARTICLE XII - FULL AND COMPLETE PERFORMANCE
The failure of either party to insist on one or more instances upon the full and complete performance with any
of the terms or conditions of this Agreement to be performed on the part of the other, or to take any action
permitted as a result thereof, shall not be construed as a waiver or relinquishment of the right to insist upon full
and complete performance of the same, or any other covenant or condition, either in the past or in the future.
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The acceptance by either party of sums less than may be due and owing it at any time shall not be construed
as an accord and satisfaction.
ARTICLE XIII - CANCELLATION FOR CONFLICT OF INTEREST
This Agreement is subject to cancellation for conflict of interest pursuant to A. R.S. § 38 -511, the pertinent
provisions of which are incorporated into this Agreement by reference.
ARTICLE XIV TERMINATION
Notwithstanding any other provision in this IGA, this IGA may be terminated if for any reason the County Board
of Supervisors or the Marana Town Council does not appropriate sufficient monies for the purpose of
maintaining this IGA. In the event of such cancellation, neither the County, nor the County Recorder shall
have any further obligation to the TOWN. In the event that the TOWN cancels, the TOWN shall be liable for
any costs already incurred by the County or the County Recorder at the time of the notification of the
cancellation.
ARTICLE XV - NOTICE
Any notice required or permitted to be given under this Agreement shall be in writing and shall be served by
personal delivery or by certified mail upon the other party as follows:
PIMA COUNTY
F. Ann Rodriguez
Pima County Recorder
240 N Stone Avenue
Tucson, AZ 85701
(520) 724 -4356
Fax: (520) 623 -1785
TOWN OF MARANA
Jocelyn C. Bronson,
Town Clerk
11555 W. Civic Center Dr.
Marana, AZ 55653
(520) 3821960
Fax: (520) 382 -1998
ARTICLE XVI — NO THIRD PARTY BENEFICIARIES
Nothing in the provisions of this IGA is intended to create duties or obligations to or rights in third parties not
parties to this IGA, or affect the legal liability of any party to the IGA by imposing any standard of care different
from the standard of care imposed by law.
ARTICLE XVII — NO JOINT VENTURE
This IGA is not intended to, and this IGA shall not be construed to, create any partnership, joint venture or
employment relationship between the parties or create any employer - employee relationship between County
or Recorder and any TOWN employees, or between the TOWN and any County employees. No party shall be
liable for any debts, accounts, obligations nor other liabilities whatsoever of any other party, including (without
limitation) any other party's obligation to withhold Social Security and income taxes for itself or any of its
employees.
ARTICLE XVIII - REMEDIES
Either party may pursue any remedies provided by law for the breach of this Agreement. No right or remedy is
intended to be exclusive of any other right or remedy and each shall be cumulative and in addition to any other
right or remedy existing at law or at equity or by virtue of this Agreement.
M406 R�gMt606UMepfing 0021/2016 Page 18 of 298
ARTICLE XIX - SEVERABILITY
Each provision of this IGA stands alone, and any provision of this IGA found to be prohibited by law will be
ineffective to the extent of such prohibition without invalidating the remainder of this IGA.
ARTICLE XX — LEGAL ARIZONA WORKERS ACT COMPLIANCE
The COUNTY and TOWN hereby warrant that they will at all times during the term of this Agreement
comply with all federal immigration laws and with the requirements of A. R.S. § 23- 214(A) (together the
"State and Federal Immigration Laws ").
ARTICLE XXI - ENTIRE AGREEMENT
This document constitutes the entire agreement between the parties pertaining to the subject matter hereof,
and all prior or contemporaneous agreements and understandings, oral orwritten, are hereby superseded and
merged herein. This IGA shall not be modified, amended, altered or extended except through a written
amendment signed by the parties.
IN WITNESS WHEREOF, the parties hereby have executed this Agreement on this day of
.2016.
TOWN OF MARANA
By:
Mayor
ATTEST:
By:
Town Clerk
APPR ED AS TO CON
By:
F. Ann Rodriguez, Pima ounty Red
PIMA COUNTY BOARD OF
SUPERVISORS
By:
Chair
ATTEST:
By:
Clerk of the Board of Supervisors
er
The foregoing Intergovernmental Agreement between The Town of Marana, Pima County and the Pima
County Recorder has been reviewed pursuant to A.R.S. § 11 -952 by the undersigned, who have
determined that it is in the proper form and is within the powers and authority granted under the laws of
the State of Arizona to those parties to the Intergovernmental Agreement represented by the undersigned.
Pima County and Pima County Recorder Town of Marana
Daniel J urkowitz
Deputy County Attorney
Legal Services Director for the Town of
Marana
(3 Rig -TaGrT� Weoing W21/2016 Page 19 of 298
F. .ANN RODRIGUE Z RECORDER
a Recorded By CUSS
r
DEPUTY RECORDER
4 933
P0230
PIMA CO CLERK OF THE BOARD
PICKUP
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SEQUENCE: 20160990531
NO. PAGES', 10
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PICK UP
AMOUNT PAID: $0.00
ORDINANCE NO. 201 10
AN ORDINANCE OF THE BOARD OF SUPERVISORS OF
PIMA. COUNTY, ARIZONA ESTABLISHING FEES FOR
ELECTION-RELATED SERVICES, VOTER
REGIS TR.ATION DATA AND RECORDED DOCUMENT
SERVICES PROVIDED BY THE PIMA COUNTY
RECORDER.
The Board of Supervisors of Pinta County Arizona finds that:
1. The Plena County Recorder is authorized pursuant to A.R. S. § § 16-1 l 6M l 6H(E), I I -
475, and 11-251.08 to charge for election related services, voter registration data, and
recorded document services; and
2. The Pima County Board of Supervisors has determined that the charges are appropriate
and necessar to cover the costs incurr by the Pima County Recorder in providing these
services; and,
3. The Pima County Board of Supervisors has the authority under A.R.S. §11-251.05 to
adopt all ordinances necessary or proper to carry out the functions of the County.
NOW THEREFORE, BE IT ORDAINED BY THE .BOARD OF SUPERVISORS OF
PIMA COUNTY, ARIZONA.-
SECTION 1. It is the intent of this ordinance to establish fees for election - related
services, voter registration data, and, recorded document. services provided by the .Puna County
Recorder in an amount sufficient to defray costs.
SECTION 2: Fees charged by the Pinta County Recorder shall be as follows:
SEE EXHIBIT A ATTACHMENT
SEC'T'ION 3: This ordinance shall take effect thirty days from the date of adoption.
SECTION 4. If any provision of this ordinance or the application thereof to any person
or circumstance is invalid, the invalidity shall not affect other provisions or applications of this
Ordinance, which. can be given meaning without the invalid provision.
Marana Regular Council Meeting 06/21/2016 Page 20 of 298
PASSED AND ADOPTED THIS 16TH DAY OF FEBRUARY
2016,
PEA COUNTY" HOMO OF SUPERVISORS
4 oaard , of Supervisors
ATTEST; �..... APPROVED AS TO FORM:
I V
r-
* f Js
Robin Brigode, Cler 'f the: Gard Jurkawitz, Deputy County Attorney
J
f r�
RE �'VL� TD BY:
i'
L
F. Ann �.adriguez, Pima County �r r
Marana Regular Council Meeting 06/21/2016 Page 21 of 298
Mailing Address
P. 0. Box 3145
lbeson, AZ 85702 , .3145
County Public Service Center
240 North Stone ,Avenue, ISM Floor
Tucson, AZ
ELECTION COSTS
Ilt�
Zo
F. Ann Rodriguez
Pima County Recorder
Recording history one document at a tinte.
Christopher J. Roads
Chief Deputy Recorder
Registrar of Voters
Document Recording: (520) 724 -4350
Voter Registration: (520) 724 -4330
Fax: (520) 623-1785
www.recorder.pima.gov
PIMA COUNTYRECORDER'S CHARGES
For Conducting Jurisdictional Elections (i.e., Cities, Towns, School Districts, Fire Districts, etc,)
POLLING PEACE ELECTIONS
Early Ballot Processing
Pennanent Early Voting List (PEVL) Ballots
Early Ballot Signature Verification
Replacement Ballots — Satellite Location
Replacement Ballots — By Mail
Problem Ballots —includes calling the voter, sending them a letter
Signature Roster Printing (per precinct)
Provisional Ballots
Conditional Provisional Ballots
Regular Hours
Overtime Hours
Remote Site Computer linked
Remote Site Not computer linked
ALL BALLo'I -BY -MAIL ELECTIONS
Mailing of Ballots to Every Active Voter
Replacement Ballots — Satellite Location
Replacement Ballots — By Mail
Problem Signature Ballots — inc, calling the Voter, sending there a letter
Signature Verification
$5,75 each *
$3.00 each*
$0.75 per signature
$2.00 each
$3.00 each
$6.00 each
$25,00 each
$16.00 each
$6,00 each
$20.85 per hour
$31.27 per hour
$400.00 flat fee
$200.00 flat fee
$2.30 each*
$2, each-
$100 each
$6.00 each
$0,75 per signature
Marana Regular Council Meeting 06/21/2016 Page 22 of 298
PIA CO X11 T Y R CHARGES
Page 2 of 8
OTHER APPLICABLE ELECTION FEES
Voter Registration Maintenance Fee for Active and Inactive voters
Consolidated Election Participation Fee for Active 'Voters
Team voting
Special Inserts;
Single Page — 8 1 /2 x 4 '/2 "
(20 lb, paper minimum)
Multiple pages or larger than 8 1/r x 4 V2 "
(may also result in additional postage cost for
Mailed ballot package due to inereased weight)
PLUS actual cost for insert printing by vendor
$0,05 per voter
$0.10 per voter
$60,00 per request>
$0.02 per ballot
$0.05 per ballot
Mileage will be charged at actual cost based on Pima County Fleet Services Department Motor Pool
Charges.
` Includes postage fees for both the mailing of the ballot package and the return mail of the
voted ballot. If postage rate hikes unposed by the United States Postal Service go into effect after
the approved date of this ordinance and Fee Soliedule it may result in a fee increase in the sarne
arn punt.
Consolidated Election Participation Fee for Early Ballots include: mailing of the 90-day
notification of elections, maintenance fee of the Permanent Early voting List (PEVL), National
Change of Address (NCQA) returned mail notifications.
> Emergency voting in hospitals, rest homes, care facilities, etc., for homebound voters, voters unable
to note in polling location, and those who need assistance voting their ballot due to medical reasons.
JURISDICTIONAL BOUNDARY CHANGES NAFFING
Computer Coding
Map Geocoding (1 hour Minimum)
$50.00 Per Annexation
$25.00 Per Hour
Marana Regular Council Meeting 06/21/2016 Page 23 of 298
Page 3 of 8
VOTER RE G-1S TRA TION DA TA
The fee for a copy of the voter data provided to political parties is set in AKS. § 16- 168(E), That fee is
currently $0,01 per name for the data in electronic form and $0.05 per name for data in paper form,
The fee for data in formats other than provided to the political parties is $0,10 per name.
In addition to the statutory fees for voter data provided in AKS, § 16- 168(E), the following fees will be
charged per voter record.
Additional District Assignment information
Voting History
Voter Change History
Age of voter
Computer Programming for additional information
Per hour, 1 hour minirriurn
Copying fee-- includes redaction of confidential data
Certification of voter Registration
Replacement of Voter ID Card in office
RECORDER'S SUBSCRIPTION FEES
$ .01
.02
.02
,02
50.00
1,00
10,00 per certification
5.00 each
Bulk Purchases of Current Images and Data
Minimum of $5,000.00 to start tip a new account with $50,00 applied to a nonrefundable set-up fee and the
balance applied to the pre -paid balance.
For accessing images of recorded documents on the Pijrna County Recorder's secure web site, the following
subscription fees will apply;
Bulk Purchase of all document images $0.04 per image
Bulk Purchase of all daily indexing 0.03 per index
Bulk Purchase of cross references for indexing 0.03 per index.
Bulk Purchase of images of selected document types 0.07 per image
Bulk Purchase of selected index types 0.07 per index
Bulk Purchase of selected cross reference types 0.07 per index
One Time Bulk Purchases of Historical Rages and Data
One Time Bulk Purchase of all historical document images $0,05 per image
One Time Bulk Purchase of all historical daily indexes 0,04 per index
One Time Bulk Purchase of all historical cross references 0.04 per index
One Time Bulk Purchase of selected historical document images
$0.08 per image
One Time Bulk Purchase of selected historical.daily indexes
0.08 per index
One Time Bulk Purchase of selected historical cross references
0.08 per index
Marana Regular Council Meeting 06/21/2016 Page 24 of 298
PIMA COUNTY RECORDED CSR GE
'age 4 of 8
Web Subscriber Services
Minimum of $1 00.00 to start up a new account with $50.00 applied to a non - refundable set -Lip fee and $50,00
applied to the pre -paid balance,
Web access to individual document images
Web access to individual map images
Additional fees for recorded documents
Fee to return documents improperly submitted for recordation
Blank recording forms
2% convenience fee on all credit and debit card transactions
$ 0,24 per document
3.00 per image
$5.00 per document
$3,00 per form
Marana Regular Council Meeting 06/21/2016 Page 25 of 298
I
PIMA CO UNIT Y RECORDER CIMR GES
Page 5 of 8
CANDIDATE EARL Y BALL OT LISTS FEE SCHEDULE
PRIMAR Y ELECTIONS - State and Federal Elections, Countywide Special Elections
1 . Early Ballot request data for State and Federal Primary Elections.
2. Number of Registered Voters determined on the Goth day preceding the Primary Election,
3. Prices shown in Columns 2 and 3 are per Party Affiliation; Democrat, Republican and /or Others.
4. pees w i l l be calculated in the following manner:
a. Determine which Party data are desired (democrats, Republicans and /or Others).
b. Determine how many Voters of each Party are registered in the desired District using the figures from the
Recorder's website.
c. Find the row containing that number in Column 1. Use the Price Per Party Affiliation figures i n Column 2
for the Early Ballot List, and the figures in Column 3 for the Returned Ballot List.
d. EXAMPLE; Candidate John Doe subscribes to the list of all Democrats and Independents who request an
Early Ballot in his District. There are 173,280 Democrats and 92,621 Independents, Using the schedule below,
Mr. Doe will pay $360.00 for Democrats plus $200.00 for Others for the Early Ballot List. If he decides he
wants to also purchase the Returned Ballot List, he will add an additional $1 90.00 for Democrats plus $110,00
for Others. His total for the subscription will be $860,00.
5. If the request is for all political parties and Others, and all such ballot returns, then the
maximum charge shall be $1,420.006
Z. NU MBER OF REGISTERED
2.EARL Y. ALLOT LIST
3. RETURNED BALLOT LIST
VOTERS IN DISTRICT
PRICE PER PA RTY
PRICE PER PARTY
A .�`. ILL4 TION
A FFILL4 T ION
0 - 10
$ 20.00
$ 20.00
10, 00 I - 20,000
40.00
30.00
20,00 - 30,000
60.00
40,00
30,00I - 40
80.00
50.00
40 - 50
100.00
6
50,001 � 60,000
120,00
f0.0
60,001 �--- 70,
140,00
80.00
70100 - 80
160.00
90,00
80,00 1 -- 90,000
1 80,00
100,00
9001 -•- 10000
200.00
11000
100 - 110
220.00
120.04
110 -- 120 .
240.00
13 0,00
120,001 -- 130,000
260.00
140.00
130,001 - 140,000
280.00
150.04
140,001 - 154,000
300.00
1 60.40
150 r-- 160,000
320.00
170.00
160 ---- 170,000
340000
180.00
170A 1 - 1 50,000
360.00
190.00
150,001 - 190
380,00
200,00
194,001 - 200 3 000
400.00
210.00
200,001 - 210,000
420.00
220.00
210,o0I - 220,000
440,00
230.00
220 7 001 --w 230,000
460.00
24004
230,001 - 240
480.00
250.00
240 -�- 25 0, 000
5 0 0.00 0.00
260 . LJ 0
250 . 260, 000
520,00
270.00
260,001 - 270
540.00
280.00
270,001 - 280,000
560.04
290.00
Marana Regular Council Meeting 06/21/2016 Page 26 of 298
C
PZAL4 C'O NT Y RECORDER C114R ES
Page 6 of 8
CANDIDATE EARL Y BALL QT LISTS FEE SCHEDULE
GENERAL ELECTIONS - State and Federal .Elections, Countywide Special Elections
1, Early Ballot request data for State and Federal General Elections,
2. Number of Registered Voters determined on the 60th day preceding the General Election,
3, Prices shown in Columns 2 and 3 are per Party Affiliation; Democrat, Republican and /or Others,
4, Fees will be calculated in the following manner,
a, Determine which Party data are desired (Democrats, Republicans and /or Others),
b. Determine how many Voters of each Party are registered in the desired District using the figures from the
Recorder's website,
c, Find the row containing that number in Column 1, Use the Price Per party Affiliation figures in Column 2
for the Early Ballot List, and the figures in Column 3 for the Returned Ballot List.
d. EXAMPLE: Candidate .Cohn Doe subscribes to the list of all Democrats and Independents who request an
Early Ballot in his District. There are 173,280 Democrats and 92,621 Independents. Using the schedule below,
Mr, Doe will pay $380,00 for Democrats plus $220.00 for Others for the Early Ballot fist. If he decides he
wants to also purchase the Returned Ballot List, lie will add an additional $360.00 for Democrats plus $200,00
for Others. His total for the subscription will be $1,160.00;
5. If the request is for all political parties and Others, and all such ballot returns, then the maximum
charge shall be $1,380.00.
1. NUMBER. OF .REGISTERED
.2. EARL Y BALL oT LIFT
3. RETURNED BALLOT LIST
VOTERS IN DISTRICT
PRICE PER PAR T A FFIL IA TION
PRICE PER PA P T Y A FFILIA TION
0 --- 1 0,000
$40.00
$ 20.00
10 - 20,000
60.00
40.00
20,001 --- 30,000
80.00
60.00
30,001 - 40,000
100,00
80,00
40,001 -- 50
120.00
100.00
50,001 -- 60,000
140-00
120.00
60,001 - 70
160,00
140.00
70,001 - 80,000
180.00
1600'00
80,001 .90,000
200.00
180.00
90,001 ---. 100,000
220,00
200.00
100,001 --- 110,000
240,00
220.00
110, 001 -120 000
260.00
240.00
120,001 - 13000
280,00
260.00
130,001 - 14000
300,00
280.00
140,001 - 150,000
320.00
300,00
150,001 - 160,000
340.00
320.00
16001 - 170,000
360.00
340.00
170,001 - 180,0
380,00
360,00
1803001 - 190
400.04
380.00
190 - 2003000
420.00
400.00
200 - 21000
440,00
420,00
21 0 - 220,000
460,00
440.00
22001 -230
480.00
460.00
230,001 -24000
500,00
480.00
240 3 001 - 250,000
520.00
500,00
250,001 - 260,000
540.00
520.00
260 - 270,000
560.00
540.00
270,001 - 280,000
580.00
560.00
Marana Regular Council Meeting 06/21/2016 Page 27 of 298
PIMA COUNTY RECORD CHARG
Page 7 of
FEE SCHEDULE FOR PRIMARY Y (March) & GENERAL (May) ELECTIONS
.man -state and Non-Federal .Elections
POLLING PLACE ELECTIONS
NUMBER OF
LIST OF EARL Y
LIST OF
REGISTERED VOTERS
BALLOTREQUESTS
RETURNED BALLOTS
VO TEW S IN DISTRICT
0-10
$ 10,00
$ 10.00
1 x,001 - 2000
20,00
10.00
20,001 - 30
34.00
20.00
34 - 40,000
40.00
30.00
40 - 50,000
50.00
40.00
50 - 60,000
60.00
50.00
60,001 - 74,004
70.04
60.40
70,001 - 80
80.00
74.00
80,001 --- 90,000
90.00'
80.00
90,001 - 100,000
104,00
90,00
100 - 110,000
110.00
100,00
110,001 - 124,400
120,00
110,40
120,041 --- 130,000
130.00
12000
13001 --- 140,400
140.40
130.00
140,001 - 150,000
150.04
140.00
150,001 - 160,404
16000
150.00
160,001 - 17000
170.00
160.00
17001 - 1 84
180.00
170.00
184,001 - 190,000
190.00
180.00
190,001 - 200,000
200.00
19004
200,001 --- .210,000
210.00
200.00
214 - 220,000
220.00
210.00
220,001 -230
230,00
220-40
230 --- 240,000
240,00
2 30.00
2400 1 .250,000
250,00
240.00
250,401 ---- .260,000
264.04
250,00
260,041. - 270,000
270 -00
260,00
270 - 280,040
284.40
270.44
Marana Regular Council Meeting 06/21/2016 Page 28 of 298
]� gr
PIMA CCU �1 "1 r T .[ R. CORD R CHARGES
Page 8 of
CANDIDATE EARL YBALLOT LISTS
FEE SCHEDULE FOR PXIN.YARY (Harch) &GENERAL (May) ELECTIONS
Non -State and Non - Federal Elections
ALL BALLOT-BY-MAIL -MAIL ELECTIONS
NUMBER OF
RE GISTERED VOTERS
VOTEWS IN DISTRICT
LIST OF EARL Y
BALLOT REQ UESTS
LIST OF
RETURNED BALLOTS
0 - 10,000
$
$ 20,00
10,001 --- 20,000
60.00
40.00
20,001 - 30,000
80.00
60.00
30,001 •--- 4000
100.00
80.00
4001 - 50
120.00
100.00
5001 - 60,000
140.00
120,00
60,001 - 70, 0
70,001 --- 80,000
160.00
1 80.04
140.00
160.00
80,001 - 90
204.00
180,00
90,041 - 100,000
220,00
.200.00
100,001 '""'"' 110
240.00
220.00
110 �- 120,004
1 V - 13 0000
264.00
2 80. V V -
240.00
260,0
130,001 - 140
300.00
280.00
14001 -150, 000
320.00
300.00
150 --- 160,000
160,001 - 170
17001 - 180,000
180 - 190,000
340.00
360.00
380.00
400,00
320,00
340.00
360.00
380,00
190,001 - 200
420.00
400.00
240 - 210,000
21 0,001 -- 220
440.€0
460.00
420.00
440.00
220 - 230
450.00
460.00
230 -240,000
5
480.00
240 -250,000
520.00
504.00
250,001 -- 260 : 000
540.40
520.00
264 - 270,000
560.00
540.00
274 - 280,000
580,00
560.00
Marana Regular Council Meeting 06/21/2016 Page 29 of 298
W f '
7
i 10 T(3S_.T 1; -
Council - Regular Meeting
Meeting Date: 06/21/2016
To: Mayor and Council
Submitted For: Keith Brann, Town Engineer
From: Glenn Phillips, Civil Engineering Specialist
Date: June 21, 2016
Strategic Plan Focus Area:
Not Applicable
C2
Subject: Resolution No. 2016 -060: Relating to Development; approving a release of
assurances for Marana 59 subdivision and accepting public improvements for
maintenance (Keith Brann)
Discussion:
Marana 59 is a 58.8 acre subdivision located west of Hartman Lane and south of Linda Vista
Boulevard, containing lots 1 - 58. The Town has an Assurance Agreement with D.R. Horton,
assuring the completion of public improvements serving Marana 59. D.R. Horton has completed
the public improvements acceptable to Town standards in accordance with the Assurance
Agreement.
In approving the release of assurances, the Town will accept for maintenance, including
maintenance of regulatory traffic control and street signs, approximately 0.70 miles of the
following paved streets:
• Jade Hollow Place
• Jade Sky Place
• Jade Rock Place
The Town will also accept for maintenance approximately 3,329 feet of potable water lines with
appurtenant meters, valves and hydrants.
Staff Recommendation:
Marana Regular Council Meeting 06/21/2016 Page 30 of 298
Staff recommends adoption of Resolution 2016 -060, releasing the assurances for Marana 59
subdivision and accepting public improvements for maintenance.
Suggested Motion:
I move to adopt Resolution 2016 -060, releasing the assurances for Marana 59 subdivision and
accepting public improvements for maintenance.
Attachments
Resolution No. 2016 -060
Marana 59 Map
Marana Regular Council Meeting 06/21/2016 Page 31 of 298
MARANA RESOLUTION NO. 2016-060
RELATING TO DEVELOPMENT; APPROVING A RELEASE OF ASSURANCES FOR
MARANA 59 SUBDIVISION AND ACCEPTING PUBLIC IMPROVEMENTS FOR
MAINTENANCE
WHEREAS the final plat for "Marana 59, Lots 1 -58 and Common Areas `A' (Open
Space /Drainage) and `B' (Natural Undisturbed Open Space)" ( "Marana 59") was recorded in the
Pima County Recorder's Office on August 8, 2008, at Book 63 of Maps and Plats, Page 90
(Sequence 20081540341); and
WHEREAS the Town has a third party trust substitute assurance agreement (the
"Assurance Agreement ") with D.R. Horton, Inc. (the "Subdivider ") and Title Security Agency of
Arizona, LLC, under Trust No. 201434 -T, recorded in the Pima County Recorder's office on
June 19, 2015, at Sequence Number 20151700177, assuring the completion of public
improvements for Marana 59; and
WHEREAS the Subdivider has completed the public improvements for Marana 59
acceptable to Town standards in accordance with the Assurance Agreement.
NOW, THEREFORE, BE IT RESOLVED by the Mayor and Council of the Town of
Marana as follows:
Section 1. The Assurance Agreement is hereby released.
Section 2. The Town accepts for maintenance, including maintenance of regulatory
traffic control and street signs, approximately 0.70 miles of the following paved streets as shown
on the plat of Marana 59:
• Jade Hollow Place
• Jade Sky Place
• Jade Rock Place
Section 3. The Town accepts for maintenance a potable water system including
approximately 3,329 linear feet of potable water line, water meters, valves, fire hydrants and
appurtenances with an estimated value of $195,000, within or serving Marana 59.
00047112.DOCX /1
Marana Resolution No. 2016 -060 - 1 - 6/14/2016 3:37 PM GP /FC
Marana Regular Council Meeting 06/21/2016 Page 32 of 298
PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona,
this 21 st day of June, 2016.
ATTEST:
Jocelyn C. Bronson, Town Clerk
Mayor Ed Honea
APPROVED AS TO FORM:
Frank Cassidy, Town Attorney
00047112.DOCX /1
Marana Resolution No. 2016 -060 -2- 6/14/2016 3:37 PM GP /FC
Marana Regular Council Meeting 06/21/2016 Page 33 of 298
EXHiBIT n
GENERAL NOTES
I AL CONSTITXTLON AND TEST JY HOOS SWL OE W CONFORLANO WON
PW COWWIcm OF TXSM S1#&1RO 9`F0FTCAnU6 FOR PtALC
errs (PC/c0F S-SR), 2000 MMOK
2, BASS OF BE~ M FAS &* Or RE SUM EkST aiARIETf OF SECTION 21
MOTS OR 02 SOUTH, W.M aL 12 EAST, AM N316 TO THE PLAT OF FL4 n W TEN,
RECMU N 8" 53 OF Win AT BATA A RECORDS OF PIIJA r;0., AZ SAIL
EEAMU &1 w 9ww'16 F
J 8195 OF E.L£1+AT' C PCWT - OF TUCSOIY CEODEPC CONTROL POINT VJ' AT
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ALFA SOURCE OF F L MknMAL sNAL HE APPROVED BY THE OWER P" TO
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CaYFORWINCF IMrH THE APPROLED PLANS PRIOR TO RYE REW$T FOR FYWI W_93ECfaM/
CEP.TFTCATE OF OCCIFANGY, RELEASE OF ASSIAW CES OR MOD" P17aM
26 IHADLE PUNTS UL67 OF FLAMM MIT] PROTECITYE FEKM "I BE WIA AS R aNU
BY THE NATME PLANT PRESS MFM PLAN PWR FO ANY MOM ACENTY.
34 ALL STREET SI GNIAG SMALL BE V69XU MID INSTALLED TO a#W-Nf PW COVW SWOLRO5.
K wwjAL ON toArLrORY IWIFFTC MTROL "CES (AAACO) AND TNr PcWFA- WT Xwc
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(0 ME ASK, ALL NSTALATILWS IFNT DO NOT MEET PC SfAN&AS SHUT. W REDUCED
BY THE COIrT WID AT NOR E V06E
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MANAGER ARE CONTACTED AND CAN E44ULMIE THE FIND
3) E ANY MAW REW15 OR RMf44RY INWS ARE 05WIP&ED DIA•C CONSTRUCTION, OR AT ANY
NWE AL NOW 6167 STOP AY THE AREA OF TW MANS AW THE Agz" STATE MEW
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32. M PLAN is sm ECT TD nir PLAwsc COWNESIO 4 ACWN TAMP LMER TOWN OF M41 W
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IMPROVEMENT PLANS
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Marana Regular Council Meeting 06/21/2016 Page 34 of 298
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r
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Marana Regular Council Meeting 06/21/2016 Page 34 of 298
f '
9
7
i 10 T(3S_.T 1; -
Council - Regular Meeting
Meeting Date: 06/21/2016
To: Mayor and Council
Submitted For: Keith Brann, Town Engineer
From: Gus Myers, Engineering Technician
Date: June 21, 2016
Strategic Plan Focus Area:
Not Applicable
C3
Subject: Resolution No. 2016 -061: Relating to Development; approving a release of
assurances for Saguaro Springs Block 4 as modified by Saguaro Bloom Block 4
and accepting public improvements for maintenance (Keith Brann)
Discussion:
This resolution will release the Assurance agreement between D.R. Horton and Title Security of
Arizona under Trust No. 201434 -T and the Town of Marana, regarding Saguaro Springs Block 4
as modified by Saguaro Bloom Block 4, depicted on the map provided as backup to this agenda
item. Saguaro Springs Block 4 as modified by Saguaro Bloom Block 4 is comprised of lots 400
-611 and Common Areas 'A', and 'B' and is recorded at the Pima County Recorders Office at
Book 62 of Maps and Plats, Page 6 and under Sequence Number 20151910194 (Saguaro Bloom
Amended Plat).
In releasing these Assurances, the Town of Marana will accept for maintenance, including
regulatory traffic control and street signs, approximately 1.8 miles on the following paved streets:
• Alverton Drive
• B irchover Drive
• Grayling Drive
• Rolling Springs Drive
• Hidden Saguaro Trail
• Twin Springs Drive
• Cloudwood Drive
• Silent Saguaro Drive
• Melandra Way
Marana Regular Council Meeting 06/21/2016
Page 35 of 298
• Spring Crossing Way
• Havenwood Way
The Town will also accept for maintenance a potable water system, including approximately
9,753 linear feet of of potable water line, water meters, appurtenances, valves, and fire hydrants,
with an estimated values of $534,600.
Staff Recommendation:
Staff recommends adoption of Resolution 2016 -061, releasing the assurances for Saguaro Springs
Block 4 as modified by Saguaro Bloom Block 4 and accepting public improvements for
maintenance.
Suggested Motion:
I move to adopt Resolution 2016 -061, releasing the assurances for Saguaro Springs Block 4 as
modified by Saguaro Bloom Block 4 and accepting public improvements for maintenance.
Attachments
Resolution No. 2016 -061
SB BLK 4 Map
Marana Regular Council Meeting 06/21/2016 Page 36 of 298
MARANA RESOLUTION NO. 2016-061
RELATING TO DEVELOPMENT; APPROVING A RELEASE OF ASSURANCES FOR
SAGUARO SPRINGS BLOCK 4 AS MODIFIED BY SAGUARO BLOOM BLOCK 4 AND
ACCEPTING PUBLIC IMPROVEMENTS FOR MAINTENANCE
WHEREAS the final plat for `Saguaro Springs, Block 4 Lots 400 to 611 and Common
Areas "A" (Open Space, Recreation, Drainage, Public Utilities, Road Maintenance & Signage)
and "B" (Open Space, Recreation, Public Utilities, Road Maintenance & Signage)' ( "Saguaro
Springs Block 4 ") was recorded in the Pima County Recorder's Office on December 21, 2006, at
Book 62 of Maps and Plats, Page 6; and
WHEREAS Saguaro Springs Block 4 was modified by the final plat for "Saguaro Bloom,
Block 4, Lots 441, 477 480 481 485 486 487 491 492 513 536 545 546 549 556 559
560 579 607 and Common Areas `A' and `B' " ( "Saguaro Springs Block 4 "), recorded in the
Pima County Recorder's Office on July 10, 2015, at Sequence 20151910194; and
WHEREAS the Town has a third party trust substitute assurance agreement (the
"Assurance Agreement ") with D.R. Horton, Inc. (the "Subdivider ") and Title Security Agency of
Arizona, LLC, under Trust No. 201434 -T, recorded in the Pima County Recorder's office on
October 8, 2015, at Sequence 20152810406, assuring the completion of public improvements for
Saguaro Springs Block 4 as modified by Saguaro Bloom Block 4; and
WHEREAS the Subdivider has completed the public improvements for Saguaro Springs
Block 4 as modified by Saguaro Bloom Block 4 acceptable to Town standards in accordance
with the Assurance Agreement.
NOW, THEREFORE, BE IT RESOLVED by the Mayor and Council of the Town of
Marana as follows:
Section 1. The Assurance Agreement is hereby released.
Section 2. The Town accepts for maintenance, including maintenance of regulatory
traffic control and street signs, approximately 1.83 miles of the following paved streets as shown
on the plat of Saguaro Springs Block 4:
• Alverton Drive
• B irchover Drive
• Grayling Drive
• Rolling Springs Drive
• Hidden Saguaro Trail
00047113.DOCX /1
Marana Resolution No. 2016 -061 - 1 - 6/14/2016 4:25 PM GM /FC
Marana Regular Council Meeting 06/21/2016 Page 37 of 298
• Twin Springs Drive
• Cloudwood Drive
• Silent Saguaro Drive
• Melandra Way
• Spring Crossing Way
• Havenwood Way
Section 3. The Town accepts for maintenance a potable water system including
approximately 9,753 linear feet of potable water line, water meters, valves, fire hydrants and
appurtenances with an estimated value of $534,600, within Saguaro Springs Block 4 as modified
by Saguaro Bloom Block 4.
PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona,
this 21 day of June, 2016.
Mayor Ed Honea
ATTEST:
Jocelyn C. Bronson, Town Clerk
APPROVED AS TO FORM:
Frank Cassidy, Town Attorney
00047113.DOCX /1
Marana Resolution No. 2016 -061 -2- 6/14/2016 4:25 PM GM /FC
Marana Regular Council Meeting 06/21/2016 Page 38 of 298
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7
i 10 T(3S_.T 1; -
Council - Regular Meeting C4
Meeting Date: 06/21/2016
To: Mayor and Council
From: Anthony Hunter, Management Assistant
Date: June 21, 2016
Strategic Plan Focus Area:
Not Applicable
Subject: Resolution No. 2016 -062: Relating to Intergovernmental Relations; approving and
authorizing the Town Manager to execute a Lobbying Services Agreement with
Triadvocates, LLC for fiscal years 2016 -2017 and 2017 -2018 (Tony Hunter)
Discussion:
The Town currently retains Triadvocates in the capacity of lobbyist. With approval of this
agreement, Triadvocates shall provide lobbying services at the direction of the Town Manager as
approved and directed by the Mayor and Council. Triadvocates' duties shall include providing
lobbying services for the Town before state government bodies and officials.
The attached agreement provides for a two year time frame which, if approved, would cover fiscal
years 2016 -2017 and 2017 -2018.
Financial Impact:
Fiscal Year: 2016 -2017
Budgeted Y/N: Y
Amount: $49,499.96
Staff Recommendation:
Staff recommends approval of the lobbying services agreement.
Suggested Motion:
Marana Regular Council Meeting 06/21/2016 Page 40 of 298
I move to adopt Resolution 2016 -062; approving and authorizing the Town Manager to execute a
Lobbying Services Agreement with Triadvocates, LLC for fiscal years 2016 -2017 and 2017 -2018.
Attachments
Resolution No. 2016 -062
Exhibit A Lobbying Services Agreement
Marana Regular Council Meeting 06/21/2016 Page 41 of 298
MARANA RESOLUTION NO. 2016-062
RELATING TO INTERGOVERNMENTAL RELATIONS; APPROVING AND
AUTHORIZING THE TOWN MANAGER TO EXECUTE A LOBBYING SERVICES
AGREEMENT WITH TRIADVOCATES, LLC FOR FISCAL YEARS 2016 -2017 AND 2017-
2018
WHEREAS the Town of Marana and Triadvocates, LLC wish to enter into an agreement
whereby Triadvocates, LLC will provide lobbying services for the Town before state
government bodies and officials; and
WHEREAS the Mayor and Council of the Town of Marana feel it is in the best interests
of the citizens of Marana to enter into the lobbying services agreement addressed by this
resolution.
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE
TOWN OF MARANA, that the lobbying services agreement between the Town of Marana and
Triadvocates, LLC for fiscal years 2016 -2017 and 2017 -2018, attached to this resolution as
Exhibit A is hereby approved, and the Town Manager is authorized to execute it for and on
behalf of the Town of Marana.
IT IS FURTHER RESOLVED that the Town Manager and staff are hereby directed and
authorized to undertake all other and further tasks required or beneficial to carry out the terms,
obligations, conditions and objectives of the lobbying services agreement.
PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona,
this 21st day of June, 2016.
Mayor Ed Honea
ATTEST:
Jocelyn C. Bronson, Town Clerk
00047082.DOCX /1
Marana Resolution No. 2016 -062
Marana Regular Council Meeting 06/21/2016
APPROVED AS TO FORM:
Frank Cassidy, Town Attorney
Page 42 of 298
Exhibit A to Marana Resolution No. 2016 -062
LOBBYING SERVICES AGREEMENT
This Agreement for lobbying services (this "Agreement ") is made and entered into by
and between the TOWN OF MARANA, an Arizona municipal corporation (the "Town ") and
TRIADVOCATES LLC, a Delaware limited liability company ( "TRIADVOCATES ").
IN CONSIDERATION of the mutual obligations contained in this Agreement, the parties
mutually agree as follows:
ARTICLE I. SCOPE OF WORK/COMPENSATION
A. ENGAGEMENT AND SCOPE OF SERVICES: The Town retains TRIADVOCATES in
the capacity of lobbyist. TRIADVOCATES shall provide lobbying services at the direction
of the Town Manager as approved and directed by the Mayor and Council.
TRIADVOCATES' duties shall include providing lobbying services for the Town before
state government bodies and officials.
B. REPRESENTATION OF OTHER CLIENTS: Nothing in this Agreement shall be in-
terpreted to prohibit TRIADVOCATES from representing other clients so long as that repre-
sentation does not constitute a legal conflict of interest. The Town may waive conflicts to
the extent permitted by law.
C. COMPENSATION: For the services contemplated in this Agreement, the Town shall
pay TRIADVOCATES a fee of $4,133.33 per month, with total compensation under this
Agreement not to exceed $49,599.96 per year.
D. CHARGES FOR COSTS AND EXPENSES: With the Town Manager's prior written
approval, the Town shall reimburse TRIADVOCATES for any reasonable out -of- pocket
costs, including costs for travel time or mileage, which TRIADVOCATES may incur as a di-
rect result of its lobbying efforts on the part of the Town. TRIADVOCATES will not
markup any of its costs.
E. BILLING: TRIADVOCATES shall bill the Town for its services on or about the first day of
each month. The Town shall pay invoices within 30 days of receipt.
ARTICLE II. TERM
This Agreement shall begin on and be effective as of July 1, 2016, and shall continue in
full force and effect until June 30, 2018, unless sooner terminated pursuant to Article III.
ARTICLE III. TERMINATION /MODIFICATIONS
A. TERMINATION: This Agreement may be terminated by either the Town or
TRIADVOCATES at any time, subject to payment of all fees and costs incurred through the
date of termination, by giving written notice to the other party. The written notice shall be
00047008.DOC /1 - 1 - 6/3/2016 JF
Marana Regular Council Meeting 06/21/2016 Page 43 of 298
Exhibit A to Marana Resolution No. 2016 -062
delivered personally or by certified mail, and termination shall take effect 30 days after
receipt of the written notice by the receiving party.
B. MODIFICATION: This Agreement may not be modified except by an instrument in
writing duly executed by all parties.
ARTICLE IV. MISCELLANEOUS
A. ENTIRE AGREEMENT: This Agreement supersedes any and all agreements previous-
ly made between the parties relating to the subject matter of this Agreement, and there are
no understandings or agreements other than those incorporated in this Agreement.
B. NO ASSIGNMENT: TRIADVOCATES may not assign any rights or obligations under this
Agreement without the Town's prior written consent.
C. INDEPENDENT CONTRACTOR STATUS: TRIADVOCATES is an independent con-
tractor and nothing in this Agreement shall make TRIADVOCATES an employee of the
Town. TRIADVOCATES is solely responsible for all federal, state and local taxes, including
but not limited to FICA, unemployment compensation and workers' compensation, and
will not be subject to the personnel policies or entitled to any benefits of the Town.
D. GOVERNING LAW: This Agreement shall be governed, construed, and interpreted in
accordance with the laws of the State of Arizona.
E. ATTORNEYS' FEES: If there is a breach of this Agreement that results in litigation,
the prevailing party shall be awarded its attorneys' fees and court costs incurred in the lit-
igation.
F. SEVERABILITY: If any provision of this Agreement shall under any circumstances be
deemed invalid or inoperative, this Agreement shall be construed with the invalid or in-
operative provision deleted and the rights and obligations construed and enforced accord-
ingly.
G. CONFLICT OF INTEREST: This Agreement is subject to the provisions of
A.R.S. § 38 -511, which provides for termination in certain instances involving conflicts
of interest.
H. COMPLIANCE WITH IMMIGRATION LAWS: TRIADVOCATES warrants that it
complies with all federal immigration laws and regulations that relate to its employees
and with A.R.S. § 23 -214 (A). TRIADVOCATES acknowledges that pursuant to A.R.S.
§ 41 -4401, a breach of this warranty is a material breach of this Agreement subject to
penalties up to and including termination of this Agreement, and that the Town retains
the legal right to inspect the papers of any employee who works on the Agreement to en-
sure compliance with this warranty.
00047008.DOC /1 -2- 6/3/2016 JF
Marana Regular Council Meeting 06/21/2016 Page 44 of 298
Exhibit A to Marana Resolution No. 2016 -062
below.
IN WITNESS WHEREOF, the parties have executed this Agreement on the last signature date
TOWN OF MARANA:
an
Gilbert Davidson, Town Manager
Date:
ATTEST:
Jocelyn Bronson, Town Clerk-
APPROVED AS TO FORM:
Jane Fairall, Deputy Town Attorney
TRIADVOCATES LLC:
B
Its:
EIN /SSN:
Date:
00047008.DOC /1 -3- 6/3/2016 JF
Marana Regular Council Meeting 06/21/2016 Page 45 of 298
f '
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Council - Regular Meeting C5
Meeting Date: 06/21/2016
To: Mayor and Council
From: Laine Sklar, Town Magistrate
Date: June 21, 2016
Strategic Plan Focus Area:
Not Applicable
Subject: Resolution No. 2016 -063: Relating to Municipal Court; approving and authorizing the
Mayor to execute an intergovernmental agreement between the Town of Marana and
Pima County for provision of video -court hearings of municipal prisoners for
2016 -2017 (Caine Sklar)
Discussion:
Marana Municipal Court utilizes technology and staff from the Pima County Adult Detention
Center to conduct video hearings for prisoners who have been arrested, held, or sentenced for
Marana Municipal Court charges. This is the most efficient way to ensure that these individuals
are seen by a judge in a timely manner without having to bear the cost, risk, and complications
associated with transporting these defendants to the court to be seen in person.
The proposed IGA sets forth terms and conditions under which the County will provide video
court hearings to the Town. Pursuant to the IGA, video court will be held on Monday,
Wednesday, and Thursday of every week, beginning at 12:00 noon and ending no later than 1:00
p.m. The County will bill the Town for the cost of providing a Corrections Officer for
coordination and security during the video court session, for up to one hour on the enumerated
days. The Town will only be billed for the days on which a video court session actually takes
place. For example, if there are no defendants to be seen on a given Monday, Wednesday, or
Thursday, the Town will not be billed for that day. This three day a week schedule is a
modification from the previous IGA, which allowed up to five days a week. Based on statistical
data, three days a week will be sufficient to perform video court hearings in a timely manner.
This reduction also allows the Pima County Adult Detention Center to utilize their staff more
efficiently.
This resolution approves the agreement and authorizes the Mayor to execute it on behalf of the
Marana Regular Council Meeting 06/21/2016 Page 46 of 298
Town. The agreement has a one year term, from July 1, 2016 to June 30, 2017, and may be
extended for four additional years.
Financial Impact:
Fiscal Year:
2017
Budgeted Y/N:
Y
Amount:
$12000
The IGA requires the Town to pay for up to three hours of video court weekly to cover the cost of
one Corrections Officer for one hour per video court day for coordination and security, at the
current County salary rate for Corrections Officers of $38.89 per hour, for a total of $116.67 per
week. This amount is a decrease from previous years because the number of days per week has
been reduced from five to three.
Staff Recommendation:
Staff recommends approval of the IGA.
Suggested Motion:
I move to adopt Resolution 2016 -063 approving and authorizing the Mayor to execute an
intergovernmental agreement between the Town of Marana and Pima County for provision of
video -court hearings of municipal prisoners for 2016 -2017.
Attachments
Resolution No. 2016 -063
Exhibit A - IGA
Marana Regular Council Meeting 06/21/2016 Page 47 of 298
MARANA RESOLUTION NO. 2016-063
RELATING TO MUNICIPAL COURT; APPROVING AND AUTHORIZING THE MAYOR
TO EXECUTE AN INTERGOVERNMENTAL AGREEMENT BETWEEN THE TOWN OF
MARANA AND PIMA COUNTY FOR PROVISION OF VIDEO -COURT HEARINGS OF
MUNICIPAL PRISONERS FOR 2016 -2017
WHEREAS individuals who are incarcerated pursuant to charges and orders under the ju-
risdiction of the Marana Municipal Court are held at the Pima County Adult Detention Center;
and
WHEREAS the Pima County Adult Detention Center has the staff and technology neces-
sary for these prisoners to appear in Marana Municipal Court via video- conferencing; and
WHEREAS the Town of Marana and Pima County desire to enter into an agreement to
provide video -court hearings for Marana Municipal Court prisoners; and
WHEREAS the parties may contract for services and enter into agreements with one an-
other for joint or cooperative action pursuant to A.R. S. § 11 -952, et seq. ; and
WHEREAS the Mayor and Council of the Town of Marana find it is in the best interests
of its citizens to enter into this intergovernmental agreement.
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE
TOWN OF MARANA, ARIZONA, AS FOLLOWS:
SECTION 1. The intergovernmental agreement between the Town of Marana and Pima
County for provision of video -court hearings of municipal prisoners attached as Exhibit A to and
incorporated by this reference in this resolution is hereby approved, and the Mayor is hereby au-
thorized to execute it for and on behalf of the Town of Marana.
SECTION 2. The Town's Manager and staff are hereby directed and authorized to under-
take all other and further tasks required or beneficial to carry out the terms, obligations, and ob-
jectives of the intergovernmental agreement.
PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF
MARANA, ARIZONA, this 21 st day of June, 2016.
Mayor Ed Honea
ATTEST:
Jocelyn C. Bronson, Town Clerk
APPROVED AS TO FORM:
Frank Cassidy, Town Attorney
Marana Resolution No. 2016 -063
Marana Regular Council Meeting 06/21/2016 Page 48 of 298
INTERGOVERNMENTAL AGREEMENT
BETWEEN
TOWN OF MARANA
AND
PIMA COUNTY
FOR
PROVISION OF VIDEO -COURT HEARINGS OF MUNICIPAL PRISONERS
THIS INTERGOVERNMENTAL AGREEMENT (IGA), is entered into pursuant to AIRS §
11 -952 (as amended) by and between:
THE TOWN OF MARANA, a municipal corporation, (hereinafter sometimes referred to as the
"Town "); and
THE COUNTY OF PIMA, a body politic and corporate, a political subdivision of the State of
Arizona, (hereinafter sometimes referred to as the "County ").
WHEREAS the Parties desire to enter into an agreement to provide video -court hearings for
municipal prisoners; and
WHEREAS the Town and County may contract for services and enter into agreements with
one another for joint or cooperative action pursuant to A. R.S. § 11 -952, et seq.; and
WHEREAS the provision of video -court hearings for municipal prisoners will be in the best
interests of the Parties and the citizens of Pima County.
NOW THEREFORE, THE TOWN AND COUNTY HEREBY AGREE AS FOLLOWS:
1. The County of Pima's Sheriff's Department Corrections Bureau shall provide the Town of
Marana's Municipal Court with a video court session between Marana Municipal Court (MMC)
and the Pima County Adult Detention Center (PCADC).
2. PCADC will be responsible for pulling MMC's inmate files and preparing them for court,
preparing their inmates for court, providing security in the courtroom, providing clerical support
for court documentation and faxing required documentation back to MMC.
3. MMC shall fax PCADC's Records Unit appropriate documentation on each MMC defendant prior
to the defendant leaving the video court session.
4. Each video court session will be held week days beginning at 1200 hours. This session both
Town and County agree that this schedule may be changed based on either party's need for
more video court time, or based on other factors that could require a different schedule. MMC
shall complete the video court session no later than 1300 hours. Any hearing extending past
1300 hours shall be continued at a later date.
5. Town of Marana will pay for up to three hours of video court weekly which will cover the cost of
one Corrections officer for one hour per scheduled day for security. The current sala ry rate for
these employees is:
Corrections Officer (1 hour) $38,89
Total for three hours: $116.67
6. "Town of Marana Prisoner" shall mean any person who has been incarcerated as a result of a
Marana Regular Council Meeting 06/21/2016 Page 49 of 298
charge pending in the Town of Marana Court, as a result of an agreement between the Town of
Marana and another jurisdiction to allow the person to serve his /her sentence locally, or has
been sentenced pursuant to an order of the Town of Marana Court and for whom the Town of
Marana has the legal obligation to provide or pay for prisoner housing (this Agreement does not
create such an obligation, that obligation exists under current Arizona Law). A prisoner
arrested by the Town of Marana Police Department solely on another governmental entity
warrant is not a Town of Marana prisoner.
7. Criteria and Rules Governing Billing
a. A "billable video -court session" is defined as that period commencing at 1200 hours and
ending at 1366 hours Monday, Wednesday and Thursday, or any fractional part thereof.
b. Should a "billable video -court session" not occur in any given day, the Town of Marana
will not be billed that day.
C. The Town of Marana will be billed monthly for these services. Invoicing for these
services will be separate from the monthly incarceration billing invoice and must be paid
separately.
8. Criteria for Assessment of Billing:
a. The costs of a "billable video -court session" shall be based on the current rates of salary
each involved class of employee currently earns. These rates are subject to increase as
wages increase for the classification.
b. County will give Town a thirty (30) day notice of any salary rate increase and Town will
be billed accordingly.
9_ County will submit a statement of Town of Marana video -court session charges on a monthly
basis. This statement shall provide information in chronological order as follows: billing period,
dates of video court sessions, weekly costs of individual employees, weekly totals, and the
monthly total bill.
Any individual video court session charge contested shall be made known to the County within
36 days after receipt of the monthly billing. If the Town notifies the County of a dispute within
30 days of receipt of the monthly billing, the Town may withhold payment on those specific video
court sessions for which billing is disputed until the dispute has been resolved. No dispute will
be accepted if not made within 30 days after the receipt on the monthly billing. Disputes about
the billing statement shall be jointly reviewed by both parties and satisfactorily resolved within 45
days of the monthly billing. All charges shall be paid within sixty days of receipt of the monthly
billing, excluding contested charges. Contested charges shall be paid within 30 days of
resolution of the dispute. Charges remaining unresolved after the 60 -day period may be
arbitrated by a mutually acceptable third party. Town agrees to pay interest on outstanding
charges beginning on the 10th day after resolution of the billing at a rate of 10% per annum until
paid. Town agrees that when a check is sent to County in payment of previously disputed
charge, Town will attach an invoice detailing what specific charges are being paid. Town
agrees that when funds are withheld due to a disputed charge, the specific charge being
disputed, and the amount of payment being withheld, will be specified on an invoice attached to
the payment check for the period in which the charge disputed was included. Town agrees to
attach to each check submitted to County an invoice indicating the dates for which that check is
to be applied.
Marana Regular Council Meeting 06/21/2016 Page 50 of 298
10 This Agreement shall cover the time period from July 1, 2016 through and including June 30,
2017. This Agreement may be extended for four (4) additional one (1) year periods or any
portion thereof. Any extension of this Agreement shall be by written amendment executed by
the governing bodies of the parties.
11. Neither party shall be obliged to the other party for any costs incurred pursuant to this
Agreement, except as herein provided.
12. Nothing in this Agreement shall be construed as either limiting or extending the statutory
jurisdiction of either of the signing parties hereto.
13. To the extent permitted by law, each party agrees to indemnify, defend and save harmless the
other, their appointed boards and commissions, officials, employees and insurance carriers,
individually and collectively from all losses, claims, suits, demands, expenses, subrogation,
attorney's fees or actions of any kind resulting from all personal injury including bodily injury and
death, and property damage occasioned during the term of this Agreement for acts or omissions
of such party, its agents, officials, and employees. Each party represents that it shall maintain
for the duration of this Agreement, policies of public liability insurance covering all of their
operations undertaken in implementation of this Agreement, providing bodily injury limits of not
less than Five Hundred Thousand Dollars ($500,000) for any one person, of not less than One
Million Dollars ($1,000,000) for any one occurrence, and property damage liability to a limit of
not less than One Hundred Thousand Dollars ($1 00,000). The parties may fulfill the obligations
of this Article by programs of self - insurance equivalent in coverage.
14. The parties agree to be bound by arbitration, as provided in Arizona Revised Statutes, §
12 -1501 et. seq. to resolve disputes arising out of this Agreement where the sole relief sought is
monetary damage of $50,000 or less, exclusive of interest and costs.
15. Notwithstanding any other provision in this Agreement, this Agreement may be terminated with
thirty days notice, if for any reason the Pima County Board of Supervisors does not appropriate
sufficient monies for the purpose of maintaining this Agreement. In the event of such
cancellation, County shall have no further obligation to the Town other than for services already
provided .
16. Either party may, at any time and without cause, cancel this Agreement by providing ninety (90)
days written notice of intent to cancel.
17. This Agreement is subject to cancellation for conflict of interest pursuant to the provisions of
ARS § 38 -511.
18. Each party to this Intergovernmental Agreement shall comply with all federal, state, and local
lags, rules, regulations, standards, and Executive Orders, without limitation to those designated
within this Agreement. The laws and regulations of the State of Arizona shall govern the rights
of the parties, the performance of this Agreement, and any disputes hereunder. Any action
relating to this Agreement shall be brought in a court of the State of Arizona in Pima County.
Any charges in the governing laws, rules, and regulations during the terms of this Agreement
shall apply, but do not require an amendment.
19. TOWN and COUNTY will not discriminate against any TOWN or COUNTY employee, client or
any other individual in any way involved with the TOWN or COUNTY, because of race, age,
creed, color, religion, sex, disability or national origin in the course of carrying out duties
pursuant to this Intergovernmental Agreement. TOWN and COUNTY agree to comply with the
provisions of Arizona Executive Order 99 -4, which are incorporated into this agreement by
Marana Regular Council Meeting 06/21/2016 Page 51 of 298
reference as if set forth in full.
20. Each party shall comply with all applicable provisions of the Americans with Disabilities Act
(Public Law 101 -338, 42 U.S.C. 12101- 12213) and all applicable federal regulations under the
Act, including 28 CFR Parts 38 and 38.
21. This document constitutes the entire Intergovernmental Agreement between the parties and
shall not be modified, amended, altered or changed except through a written amendment
executed by the parties' governing bodies.
SIGNED AND ATTESTED THIS DAY OF
ATTEST:
Town of Marana Clerk
ATTEST:
Clerk, Board of Supervisors
Date
APPROVED AS TO FORM AND
LEGAL AUTHORITY:
Town of Marana Attorney
2014,
TOWN OF MARANA, a municipal corporation
Mayor
PIMA COUNTY, a body politic
Chair, Board of Supervisors
Date
APPROVED AS TO FORM AND
LEGAL AUTHORITY:
Deputy d6uhty Attorney
Legal authority: ARS § 11 -201,
ARS § 11 -951 through 954,
Marana Regular Council Meeting 06/21/2016 Page 52 of 298
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I
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Council - Regular Meeting
Meeting Date: 06/21/2016
To: Mayor and Council
Submitted For: Curt Woody, Director of Economic Development and Tourism
From: Jane Fairall, Deputy Town Attorney
Date: June 21, 2016
Strategic Plan Focus Area:
Commerce
C6
Strategic Plan Focus Area Additional Info:
Marana Strategic Plan III Commerce focus area includes principle statements to support
commerce and business by being creative and flexible and to seek and retain diverse industries
and commerce in order to promote sustainable economic health.
Subject: Resolution No. 2016 -064: Relating to Economic Development; approving and
authorizing the Mayor to execute a funding agreement between the Town of
Marana and the Marana Chamber of Commerce, Inc. for fiscal year 2016 -2017
to support operation of the Marana Visitor Center and provision of services to
the Marana community (Curt Woody)
Discussion:
The Marana Chamber of Commerce was established in 1987 with a vision to "Build Business and
Community Relationships." The Chamber's mission is for staff and members to work
collaboratively with all industries and levels of government to build a balance between economic
growth and quality of life in our community. The Town and the Chamber have for many years
worked collaboratively to promote economic development and commerce in the Town of Marana,
with the Town providing annual funding to the Chamber for these purposes pursuant to a funding
agreement approved by Council.
Under the proposed agreement for FY 16 -17, the Town will provide $45,000 in funding for the
Chamber operation of the Marana Visitor Center, as well as funding of other activities undertaken
by the Chamber pursuant to the agreement. Under the agreement, the Chamber will:
1. Operate the Marana Visitor Center during established business hours of 8:30 AM — 4:30 PM,
Marana Regular Council Meeting 06/21/2016 Page 53 of 298
Monday through Friday, observing regular holidays, and will comply with all regulations
established by the Arizona Office of Tourism for the operation of Local Visitor Information
Centers. The Chamber and Town will also collaborate on finding ways to improve the Visitor
Center's appearance and experience, and in finding volunteer staffing for the Center.
2. Provide a link to the Town's tourism website for visitor information.
3. Provide opportunities, as requested, for representatives of the Town to address the Marana
community. These opportunities may be as part of another event organized by the Chamber,
including Chamber networking breakfasts, Quarterly Business Connection lunches, community
and regional updates, legislative and economic development briefings, or other similar events.
4. Produce and distribute a map of Marana streets and incorporated boundaries and a membership
directory. The Town may request up to 2,500 maps and directories from the Chamber for the
Town's own distribution.
5. Organize and execute the "State of the Town" event to provide Town officials the opportunity
to address the community on current affairs.
6. Collaborate with the Town on questions and methodology used to conduct surveys of the
Marana community regarding the local business climate.
7. Partner with the Town to promote tourism, including participating in any tourism development
initiatives organized and implemented by the Town.
8. Partner with the Town on supporting businesses during the closure of I -10 and Ina Road for the
scheduled construction project at that location.
The Chamber will monitor and report quarterly on progress in each of these categories.
The term of the agreement is one year, expiring on June 30, 2017.
Financial Impact:
Fiscal Year: 2017
Budgeted Y/N: Y
Amount: $45,000
Staff Recommendation:
Staff recommends approval of the funding agreement.
Suggested Motion:
I move to adopt Resolution No. 2016 -064, approving and authorizing the Mayor to execute a
funding agreement between the Town of Marana and the Marana Chamber of Commerce, Inc. for
fiscal year 2016 -2017 to support operation of the Marana Visitor Center and provision of services
to the Marana community.
Marana Regular Council Meeting 06/21/2016
Page 54 of 298
Attachments
Resolution No. 2016 -064
Exhibit A - Funding Agreement
Marana Regular Council Meeting 06/21/2016 Page 55 of 298
MARANA RESOLUTION NO, 2016-064
RELATING TO ECONOMIC DEVELOPMENT; APPROVING AND AUTHORIZING THE
MAYOR TO EXECUTE A FUNDING AGREEMENT BETWEEN THE TOWN OF MARANA
AND THE MARANA CHAMBER OF COMMERCE, INC. FOR FISCAL YEAR 2016 -2017 TO
SUPPORT OPERATION OF THE MARANA VISITOR CENTER AND PROVISION OF
SERVICES TO THE MARANA COMMUNITY
WHEREAS the Marana Strategic Plan III includes "Commerce" as a focus area with princi-
ple statements to support commerce and business by being creative and flexible and to seek and re-
tain diverse industries and commerce in order to promote sustainable economic health; and
WHEREAS the Marana Chamber of Commerce operates the Marana Visitor Center and pro-
vides other services to the Town and the community; and
WHEREAS the Mayor and Council of the Town of Marana feel it is in the best interests of
the public to enter into this agreement.
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE
TOWN OF MARANA AS FOLLOWS:
SECTION 1. The funding agreement between the Town of Marana and the Marana Chamber
of Commerce, Inc. for FY 2016 -2017, attached to and incorporated by this reference in this resolu-
tion as Exhibit A, is hereby approved and the Mayor is hereby authorized to execute it for and on be-
half of the Town of Marana.
SECTION 2. The Town's Manager and staff are hereby directed and authorized to undertake
all other and further tasks required or beneficial to carry out the terms, obligations, and objectives of
the funding agreement.
PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona, this
21 st day of June, 2016.
ATTEST:
Jocelyn C. Bronson, Town Clerk
00047057.DOC /1
Marana Resolution No. 2016 -064
Marana Regular Council Meeting 06/21/2016
Mayor Ed Honea
APPROVED AS TO FORM:
Frank Cassidy, Town Attorney
Page 56 of 298
Exhibit A to Marana Resolution No. 2016 -064
FUNDING AGREEMENT
MARANA CHAMBER OF COMMERCE, INC.
THIS FUNDING AGREEMENT (""Agreement") is entered into by and between
the TOWN OF MARANA, an Arizona municipal corporation (""Town") and the
MARANA CHAMBER OF COMMERCE, INC., an Arizona 501(c) (6) nonprofit corpora-
tion (""Chamber"). The Town and Chamber are sometimes referred to collectively
as the "Parties," either of which is sometimes individually referred to as a ""Par-
ty."
RECITALS
A. Town has established a need for economic development activities to
ensure a sustainable community.
B. Commerce is identified as one of the five focus areas of the Marana
Strategic Plan, adopted by the Town Council in February 2009, the Marana Stra-
tegic Plan II, adopted in March 2012 and Strategic Plan III, adopted in January
2015.
C. Chamber operates a Visitor Center and provides other services for the
community that provide information about Town's attractions and business ser-
vices benefitting the Town and its residents.
D. Town has determined that the general welfare of the citizens of Marana
will be substantially advanced by authorizing the funding under the terms and
conditions and for the purposes as set forth in this Agreement.
E. The Parties acknowledge that tracking Town payments and Chamber
outputs and outcomes resulting from Town funding is prudent practice to assure
that public funds are appropriately used and that the public receives the antici-
pated benefits of the funding.
AGREEMENT
NOW, THEREFORE, based on the foregoing recitals, which are incorporated
here by reference, the Parties agree as follows:
Section 1. Funding. Town hereby commits $45,000 of funding from
Town's Fiscal Year 2016 -2017 budget to Chamber to assist in funding Cham-
ber's activities under this Agreement.
Section 2. Outputs. Between July 1, 2016 and June 30, 2017, Chamber
hereby agrees to provide the following outputs with Town general assistance
funding provided under this agreement:
00047009.DOCX /1 Chamber contract FY 16- 17.DOC - 1 -
Marana Regular Council Meeting 06/21/2016 Page 57 of 298
Exhibit A to Marana Resolution No. 2016 -064
2.1. Chamber will operate the Marana Visitor Center during estab-
lished business hours of 8:30 AM - 4:30 PM, Monday through Friday, ob-
serving regular holidays, and will comply with all regulations established
by the Arizona Office of Tourism for the operation of Local Visitor In-
formation Centers. The Chamber and Town will collaborate on finding
ways to improve the Visitor Center's appearance and experience, and
staffing from volunteers.
2.2. Chamber will provide a link on its website to the Town's tourism
website for visitor information.
2.3. Chamber will provide opportunities, as requested, for representa-
tives of Town to address the Marana community. These opportunities
may be as part of another event organized by Chamber, including Cham-
ber networking breakfasts, Quarterly Business Connection lunches,
community and regional updates, legislative and economic development
briefings, or other similar events.
2.4. Chamber will produce and distribute a map of Marana streets and
incorporated boundaries and a membership directory. Town may request
from Chamber a maximum of 2,500 maps and 2,500 directories for its
own distribution.
2.5. Chamber will organize and execute the "State of the Town" event
to provide Town officials the opportunity to address the community on
current affairs.
2.6. Chamber will collaborate with Town on questions and methodol-
ogy used to conduct surveys of the Marana community regarding the lo-
cal business climate.
2.7. Chamber will partner with Town to promote tourism, including,
but not limited to, participating in any tourism development initiatives
organized and implemented by Town.
2.8. Chamber will partner with Town on supporting businesses dur-
ing the closure of I10 and Ina Road for the scheduled construction project
at that location.
Section 3. Payments Town shall pay Chamber in three installments of
$15,000.00 each, once per quarter, except the fourth quarter of Town's fiscal
year, upon receipt of a completed Payment Request Form in substantially the
form attached as Exhibit A.
Section 4. Reporting Within 15 days after the end of each calendar quar-
ter for which Chamber receives funding under this Agreement or before receiv-
ing its next quarterly payment, whichever occurs first, Chamber shall complete
and submit to Town a written quarterly report in substantially the form at-
00047009.DOCX /1 Chamber contract FY 16- 17.DOC -2-
Marana Regular Council Meeting 06/21/2016 Page 58 of 298
Exhibit A to Marana Resolution No. 2016 -064
tacked as Exhibit B, demonstrating Chamber's progress toward the outputs
listed in Section 2 of this Agreement. Town may additionally request a written
or oral report from Chamber at any time demonstrating Chamber's progress in
complying with each of the outputs listed in Section 2 of this Agreement.
Section 5. Required Insurance Before receiving any payment under this
Agreement, Chamber shall deliver to Town one or more certificates of insur-
ance with carriers acceptable to Town evidencing the following minimum cov-
erages for at least the term of this Agreement:
5.1. $1,000,000 per occurrence commercial general liability coverage
with Town listed as additional insured. Chamber shall deliver an addi-
tional insured endorsement along with the certificate(s) of insurance re-
quired by this Section. As an additional insured, Town shall be provided
coverage for any liability arising out of operations performed in whole or
in part by or on behalf of Chamber.
5.2. $1,000,000 per occurrence business automobile liability (if the
Chamber has vehicles).
5.3. $1,000,000 per occurrence directors and officers coverage with
Town listed as additional insured.
5.4. State of Arizona minimum workers' compensation coverage (if
Chamber has paid staff).
5.5. The coverage requirements specified in this Section may not be
changed or modified except by written agreement signed by all Parties.
Section 6. Corporate Documents Before receiving initial payment under
this Agreement, Chamber shall ensure that copies of the following Chamber
documentation, including any and all amendments are on file with Town:
6.1. Articles of incorporation.
6.2. Current bylaws.
6.3. List of current members of Chamber's Board of Directors.
6.4. Current fiscal year's budget approved by Chamber's Board of Di-
rectors.
6.5. Internal Revenue Service designation letter.
Section 7. Amendments to Insurance and Documentation True and ac-
curate copies of any amendments during the term of this Agreement to cover-
ages or terms of insurance required by Section 5 above or to Chamber's corpo-
rate documentation listed in Section 6 above shall be provided to the Town as
soon as practicable after approval, but in any event not later than one calendar
week after they become effective. Amendments that reduce the insurance cov-
erages below the minimums set forth in Section 5 above or that in the Town's
00047009.DOCX /1 Chamber contract FY 16- 17.DOC -3-
Marana Regular Council Meeting 06/21/2016 Page 59 of 298
Exhibit A to Marana Resolution No. 2016 -064
reasonable opinion materially affect the Chamber's ability to deliver the out-
puts set forth in Section 2 above constitute default for which Town may with-
hold payment until Chamber restores the minimum insurance coverages or re-
stores Chamber's ability to deliver the outputs.
Section 8. Default and Dispute Resolution If either Party defaults (the
"Defaulting Party ") with respect to any of that Party's obligations under this
Agreement, the other Party (the "Non - Defaulting Party ") shall be entitled to
give written notice in the manner prescribed in Section 10 below to the Default-
ing Party, stating the nature of the default claimed and demanding that the de-
fault be corrected. The Defaulting Party shall then have 20 days from the date
of the notice within which to cure the default. If any default is not cured within
20 days, then the Non - Defaulting Party shall be entitled to begin the mediation
and arbitration proceedings set forth in paragraphs 8.1 and 8.2 below.
8.1. Mediation. If there is a dispute under this Agreement which the
Parties cannot resolve among themselves, the Parties agree that there
shall be a 21 -day moratorium on arbitration during which time the Par-
ties agree to attempt to settle the dispute by nonbinding mediation before
commencement of arbitration. The mediation shall be held under the
commercial mediation rules of the American Arbitration Association. The
matter in dispute shall be submitted to a mediator mutually selected by
Chamber and Town. If the Parties cannot agree upon the selection of a
mediator within seven days, then within three days thereafter Town shall
(on its behalf and on behalf of Chamber) request the presiding judge of
the Superior Court in and for the County of Pima, State of Arizona, to
appoint an independent mediator. The cost of mediation shall be divided
equally between the mediating Parties. The results of the mediation shall
be nonbinding on the Parties, and any Party shall be free to initiate arbi-
tration after the moratorium period.
8.2. Arbitration. If mediation (paragraph 8.1 above) fails to result in
resolution of the dispute, the dispute, controversy, claim or cause of ac-
tion arising out of or relating to this Agreement shall be settled by sub-
mission of the matter by all Parties to binding arbitration in accordance
with the rules of the American Arbitration Association and the Arizona
Uniform Arbitration Act, A.R.S. § 12 -501 et seq., and judgment upon the
award rendered by the arbitrator(s) may be entered in a court having ju-
risdiction.
Section 9. Indemnification. Chamber agrees to defend, save, hold harm-
less, and indemnify Town, its officials, employees, agents, successors, and as-
signs from and against any and all manner of claims, suits, lawsuits, action or
actions, causes or causes of action, liabilities, damages, and other claims and
demands of whatsoever nature or kind, in law or in equity, in tort or in con-
00047009.DOCX /1 Chamber contract FY 16- 17.DOC -4-
Marana Regular Council Meeting 06/21/2016 Page 60 of 298
Exhibit A to Marana Resolution No. 2016 -064
tract, or otherwise caused by or resulting from Chamber's errors, omissions, or
negligent acts in the performance of activities pursuant to this Agreement.
Section 10. Manner of Serving All notices, filings, consents, approvals
and other communications provided for in or given in connection with this
Agreement shall be validly given, filed, made, transmitted or served if in writ-
ing and delivered personally or sent by registered or certified United States
mail, postage prepaid, to (or to such other addresses as any Party may from
time to time designate in writing and deliver in a like manner) :
To Town:
TOWN OF MARANA
Director of Economic Development and Tourism
11555 West Civic Center Drive, Building A3
Marana, Arizona 85653
With a copy to:
TOWN OF MARANA
Town Attorney
11555 West Civic Center Drive Building A3
Marana, Arizona 85653
To Chamber:
MARANA CHAMBER OF COMMERCE, INC.
President and CEO
13881 North Casa Grande Highway
Marana, Arizona 85653
Section 11. Waiver No delay in exercising any right or remedy shall
constitute a waiver of that right or remedy, and no waiver by Town or Cham-
ber of the breach of any term of this Agreement shall be construed as a waiver
of any preceding or succeeding breach of the same or any other term of this
Agreement.
Section 12. Attorney's Fees If any Party brings a lawsuit against any
other Party to enforce any of the terms of this Agreement, or by reason of any
breach or default of this Agreement, the prevailing Party shall be paid all rea-
sonable costs and reasonable attorneys' fees by the other Party, in an amount
determined by the court and not by the jury. Nothing in the use of the word
"lawsuit" in the preceding sentence shall constitute a waiver, requiring dis-
putes to be resolved by binding arbitration.
Section 13. Headings The descriptive headings of this Agreement are in-
serted to assist in understanding the meaning and construction of this Agree-
ment.
00047009.DOCX /1 Chamber contract FY 16- 17.DOC -5-
Marana Regular Council Meeting 06/21/2016 Page 61 of 298
Exhibit A to Marana Resolution No. 2016 -064
Section 14. Recitals The Recitals set forth at the beginning of this
Agreement are hereby acknowledged, confirmed to be accurate and incorpo-
rated here.
Section 15. Exhibits Any exhibit attached to this Agreement shall be
deemed to have been incorporated in this Agreement by reference with the
same force and effect as if fully set forth in the body of this Agreement.
Section 16. Time Essence Time is of the essence for purposes of this
Agreement.
Section 17. No Assignment Chamber's obligations under this Agree-
ment may not be assigned without the written consent of the Town Manager or
designee.
Section 18. No Partnership and Third Parties It is not intended by this
Agreement to, and nothing contained in this Agreement shall, create any part-
nership, joint venture or other arrangement between Town and Chamber. No
term or provision of this Agreement is intended to, or shall be for the benefit of
any person, firm, organization or corporation not a party to this Agreement,
and no such other person, firm, organization or corporation shall have any
right or cause of action under this Agreement.
Section 19. Other Instruments Each Party shall, promptly upon the re-
quest of the other, have acknowledged and delivered to the other any and all
further instruments and assurances reasonably requested or appropriate to ev-
idence or give effect to the provisions of this Agreement.
Section 20. Imposition of Duty by Law This Agreement does not relieve
any Party of any obligation or responsibility imposed upon it by law.
Section 21. Entire Agreement This Agreement constitutes the entire
agreement between the Parties pertaining to the subject matter of this Agree-
ment. All prior and contemporaneous agreements, representation and under-
standing of the Parties, oral or written, are hereby superseded and merged in
this Agreement.
Section 22. Amendments to Agreement No change or addition shall be
made to this Agreement except by a written amendment executed by the Par-
ties. The Parties agree to cooperate and in good faith pursue any amendments
to this Agreement that are reasonably necessary to accomplish the goals ex-
pressed by this Agreement.
Section 23. Good Standing; Authority Chamber represents and warrants
to Town that it is duly formed and validly existing under the laws of the State
of Arizona. Town represents and warrants to Chamber that it is an Arizona
municipal corporation with authority to enter into this Agreement under appli-
cable state laws. Each Party represents and warrants that the individual execut-
00047009.DOCX /1 Chamber contract FY 16- 17.DOC -6-
Marana Regular Council Meeting 06/21/2016 Page 62 of 298
Exhibit A to Marana Resolution No. 2016 -064
ing this Agreement on its behalf is authorized and empowered to bind the Par-
ty on whose behalf each such individual is signing.
Section 24. SeverabilitY If any provision of this Agreement is declared
void or unenforceable, it shall be severed from the remainder of this Agree-
ment, which shall otherwise remain in full force and effect.
Section 25. Governing Law This Agreement is entered into in Arizona
and shall be construed and interpreted under the laws of Arizona, and the Par-
ties agree that any litigation or arbitration shall take place in Pima County, Ari-
zona.
Section 26. Interpretation This Agreement has been negotiated by Town
and Chamber, and no Party shall be deemed to have drafted this Agreement
for purposes of construing any portion of this Agreement for or against any
Party.
Section 27. Force Maje� If any Party is unable to perform under this
Agreement by reason of "force majeure," then the failure to perform shall not
constitute a default under this Agreement as long as the non - performing Party
uses its best effort to remedy with all reasonable speed the event or condition
causing the non - performance and performance can be restored within a rea-
sonable amount of time. "Force majeure" means any condition or event not
reasonably within the control of a Party, including without limitation, "acts of
God," strikes, lock -outs, or other disturbances of employer/ employee relations;
acts of public enemies; orders or restraints of any kind of government of the
United States or any state thereof or any of their departments, agencies, or offi-
cials, or of any civil or military authority; insurrection; civil disturbances; riots;
epidemics; landslides; lightning; earthquakes; subsidence; fires; hurricanes;
storms; droughts; floods; arrests, restraints of government and of people; ex-
plosions; and partial or entire failure of utilities.
Section 28. Conflict of Interest This Agreement is subject to
A.R.S. § 38 -511, which provides for cancellation of contracts by government en-
tities in certain instances involving conflicts of interest.
Section 29. Immigration Laws Chamber warrants that it, and any sub-
contractor who performs any work for Chamber under this Agreement, will at
all times comply with all federal immigration laws and regulations that relate
to its employees and with Arizona Revised Statutes section (A.R.S. §)
23 -214 (A). Chamber acknowledges that pursuant to A.R.S. § 41 -4401 and effec-
tive September 30, 2008, a breach of this warranty is a material breach of this
Agreement subject to penalties up to and including termination of this Agree-
ment, and that Town retains the legal right to inspect the papers of any em-
ployee who works on the Agreement to ensure compliance with this warranty.
00047009.DOCX /1 Chamber contract FY 16- 17.DOC -7-
Marana Regular Council Meeting 06/21/2016 Page 63 of 298
Exhibit A to Marana Resolution No. 2016 -064
Section 30. Effective Date; Term This Agreement is effective on the date
of the last Party's signature below and shall automatically terminate and shall
thereafter be void for all purposes on July 1, 2017, unless sooner terminated by
the mutual consent of the Parties.
IN WITNESS WHEREOF, the Parties have executed this agreement as of the
date set forth below their respective signatures.
Town:
THE TOWN OF MARANA,
an Arizona municipal corporation
0
Ed Honea, Mayor
Date:
ATTEST:
Jocelyn C. Bronson, Town Clerk
APPROVED AS TO FORM:
Frank Cassidy, Town Attorney
A. Payment Request Form
B. Quarterly Report Form
Chamber:
MARANA CHAMBER OF COMMERCE, INC.,
an Arizona 501(c)(6) non - profit corpora-
tion
By:
Printed:
Its:
Date:
EXHIBITS
00047009.DOCX /1 Chamber contract FY 16- 17.DOC -8-
Marana Regular Council Meeting 06/21/2016 Page 64 of 298
MARANA TOWN OF MARANA
EXHIBIT A - PAYMENT REQUEST FORM (FY 2016 -2017)
Agency /Contractor: Marana Chamber of Commerce, Inc.
Project Name: Visitor's Center Operations
Prepared by:
Name:
Title:
Authorized by:
Authorized Signer
Period Reimbursement Requested For:
Payment Number:
Date:
Expenditures This Period: $
+ / - Adjustments (Program Income /Other): $
Net Request This Period: $
Line
Item Line Item Description
Approved Expenditures Expenditures
Budget (A) This Period (B) Prior Periods (C) Balance (D)
1.
Services Support
$45,000.00
$ -0-
$ -0-
$45,000.00
2.
3.
4.
5.
TOTAL (must total Town of Marana award)
$
$
$
$
NOTE: For each line item, the figures in Columns (B), (C), and (D) must total the figure in Column (A).
MANAGER APPROVAL:
FINANCE APPROVAL:
QUARTERLY REPORT RECEIVED: ❑ YES DATE:
CHECK NUMBER:
DATE:
All requests for budget changes are required to be submitted in writing and approved by Economic Development and
Tourism. Changes will only be allowed as long as the total dollar amount contracted for remains the same, the costs are
eligible and the 20% administrative cap is not exceeded. Failure to submit timely quarterly performance measures reports
may delay the processing of payment requests.
00047009.If4kibblRegular Council Meeting 06/21/2016 Page 65 of 298
Town of Marana
Quarterly Report — Exhibit B
Fiscal Year 2016 -2017
(Agency Name: Marana Chamber of Commerce, Inc.
Project: Visitor's Center Operations
Projected Annual
July 1-
October 1-
January 1-
April 1-
Year -to- Date
Performance Outcomes and
September 30
December 31
March 31
June 30
Totals
List of Activities with Date
Measurement
2016
2016
2017
2017
Output: The Chamber will pro-
duce and distribute 8,000 Mem-
bership Directories.
Data Source: Chamber rec-
ords
Output: The Chamber will dis-
tribute 5,000 Marana maps to
area merchants, visitor centers,
and attractions.
Data Source: Chamber rec-
ords
Output: The Visitor's Center will
operate the Monday — Friday,
8:30 am — 4:30 pm observing
regular holidays.
Data Source: Calendar
Output: The Chamber will track
the number of hits on the Visitor
section on its website.
Data Source: Website Counter
Output: The Visitor's Center will
track the number of visitors to
the center.
Data Source: Chamber rec-
ords
00047009.I1%Wdfid Regular Council Meeting 06/21/2016 Page 66 of 298
% 1 N1
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Council - Regular Meeting C7
Meeting Date: 06/21/2016
To: Mayor and Council
From: Libby Shelton, Senior Assistant Town Attorney
Date: June 21, 2016
Strategic Plan Focus Area:
Community
Subject: Resolution No. 2016 -065 Relating to the Police Department; exempting undercover
vehicles used by the Marana Police Department in felony investigations or activities of
a confidential nature from Arizona state laws related to the designation of political
subdivision motor vehicles; authorizing the Chief of Police to renew existing vehicle
registrations for these undercover police vehicles and to obtain vehicle registrations for
new undercover police vehicles to be used in felony investigations or activities of a
confidential nature (Libby Shelton)
Discussion:
State law (A.R.S. §38-538) provides that all vehicles used by a political subdivision for official
use must bear the name of the political subdivision and the words "for official use only."
However, A.R.S. §38-538.03 allows the governing body of a political subdivision to exempt
official vehicles that are used for felony investigations or activities of a confidential nature from
these requirements. Undercover police vehicles may be exempted under this provision. Per the
statute, the Council may grant the exemption for only one year at a time.This agenda item will
grant the exemption from the provisions of A.R.S. §38-538 to the Marana Police Department's
undercover police vehicles for the upcoming year. The item also authorizes the Chief of Police to
take all necessary action to renew existing vehicle registrations for undercover police vehicles and
to obtain vehicle registrations for any new undercover police vehicles.
Staff Recommendation:
Staff recommends that Council exempt the undercover police vehicles from state laws regarding
the designation of official vehicles and authorize the Chief of Police to obtain the necessary
vehicle registrations.
Marana Regular Council Meeting 06/21/2016 Page 67 of 298
Suggested Motion:
I move to adopt Resolution No. 2016 -065, exempting the Marana Police Department's undercover
police vehicles from Arizona state laws related to the designation of political subdivision motor
vehicles and authorizing the Chief of Police to renew existing vehicle registrations for undercover
police vehicles and to obtain vehicle registrations for new undercover police vehicles.
Attachments
Resolution No. 2016 -065
Marana Regular Council Meeting 06/21/2016 Page 68 of 298
MARANA RESOLUTION NO. 2016-065
RELATING TO THE POLICE DEPARTMENT; EXEMPTING UNDERCOVER VEHICLES
USED BY THE MARANA POLICE DEPARTMENT IN FELONY INVESTIGATIONS OR
ACTIVITIES OF A CONFIDENTIAL NATURE FROM ARIZONA STATE LAWS RELATED
TO THE DESIGNATION OF POLITICAL SUBDIVISION MOTOR VEHICLES;
AUTHORIZING THE CHIEF OF POLICE TO RENEW EXISTING VEHICLE
REGISTRATIONS FOR THESE UNDERCOVER POLICE VEHICLES AND TO OBTAIN
VEHICLE REGISTRATIONS FOR NEW UNDERCOVER POLICE VEHICLES TO BE USED
IN FELONY INVESTIGATIONS OR ACTIVITIES OF A CONFIDENTIAL NATURE
WHEREAS A.R.S. § 38-538.03 provides that the governing body of a political
subdivision may grant an exemption for not more than one year from Arizona state law
regulating the designation of political subdivision motor vehicles for motor vehicles used in
felony investigations or activities of a confidential nature; and
WHEREAS the Town of Marana Police Department uses a number of undercover police
vehicles in felony investigations and in activities of a confidential nature and maintains a list of
those vehicles, which list includes the year, make, model and identification number of each
vehicle; and
WHEREAS the Mayor and Council of the Town of Marana feel it is in the best interests
of the public to exempt these vehicles from state laws regulating the designation of political
subdivision motor vehicles.
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE
TOWN OF MARANA AS FOLLOWS:
SECTION 1. The Town Council hereby exempts the undercover motor vehicles used by
the Marana Police Department in felony investigations or activities of a confidential nature from
state laws regulating the designation of political subdivision motor vehicles for a period of one
year.
SECTION 2. The Chief of Police is hereby directed and authorized to undertake all
other and further tasks required or beneficial to carry out the terms, obligations, and objectives of
this resolution, including maintaining a list of the vehicles in question, which list shall include
the year, make, model and identification number of each vehicle, and renewing existing vehicle
registrations for Marana Police Department undercover vehicles used in felony investigations
and in activities of a confidential nature and obtaining vehicle registrations for new Marana
Police Department undercover vehicles to be used in these activities.
00047097.DOCX /1
Marana Resolution No. 2016 -065
Marana Regular Council Meeting 06/21/2016 Page 69 of 298
PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona,
this 21st day of June, 2016.
ATTEST:
Jocelyn C. Bronson, Town Clerk
00047097.DOCX /1
Marana Resolution No. 2016 -065
Marana Regular Council Meeting 06/21/2016
Mayor Ed Honea
APPROVED AS TO FORM:
Frank Cassidy, Town Attorney
Page 70 of 298
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Council - Regular Meeting
Meeting Date: 06/21/2016
To: Mayor and Council
Submitted For: Jocelyn C. Bronson, Town Clerk
From: Suzanne Sutherland, Assistant to the Town Clerk
Date: June 21, 2016
Subject: Approval of June 7, 2016 Regular Council Meeting Minutes (Jocelyn C.
Bronson)
Attachments
Draft 06 -07 -2016 Regular Council Meeting Minutes
C8
Marana Regular Council Meeting 06/21/2016 Page 71 of 298
MARANA TOWN COUNCIL
REGULAR COUNCIL MEETING MINUTES
11555 W. Civic Center Drive, Marana, Arizona 85653
Council Chambers, June 7, 2016, t o "' V l a ' fter 7:00 PM
Ed Honea, Ilayor
Jon Post, Vice Mayor
David Bowen, uncil Membf
Patti Comerford, Council Meml
Herb Kai, Council Member
Carol McGorray, Council Member
Roxannler, Council Me r
REGULAR COUN MVETIN
1II I '141I1
CALL TO ORDER AND ROLL CALL. Mayor Honea called the meeting to order at 7:01
p.m. Town Clerk Bronson called roll. All Council Members were present except Council
Member Bowen who was e�I'here was a quorum. ' IV
InAWW"""WML PLEDGE OF ALLEGIANCE /INVOCATION /MOMENT OF SILENCE. Members of the
Marana High School choir sang the National Anthem in place of the Pledge of Allegiance.
1 " 1
APPROVAL OF AGENDA. Motion to approve by Council Member McGorray, second by
Council Member Kai. Passed unanimously 6 -0.
M111 AV
CALL TO THE PUBL .Where were no speaker cards presented.
PROCLAMATIONS.
MAYOR AND COUNCIL REPORTS: SUMMARY OF CURRENT EVENTS. Council
Member Comerford announced that there were four ribbon cuttings for new businesses this
week. She thanked the Chamber of Commerce for putting on those events.
MANAGER'S REPORT: SUMMARY OF CURRENT EVENTS. By way of a preview, Mr.
Davidson introduced some of the team members from Marana High School who will be
representing the town in Denver, Colorado at the All America Cities competition in a couple of
June T 2016 Regular Council Meeting Minutes 1
Marana Regular Council Meeting 06/21/2016 Page 72 of 298
weeks. Shannon Shula, with the Planning Department, gave an overview of social media and
community connection points that were put together for the benefit of citizens and parents of the
students who will be going to Denver. She began with an online map with current live feed. The
feed is interactive over the 916 miles they will be traveling, so the progress of the bus with the 20
students can be tracked from beginning to end. She continued to point out various clips of the
students' rehearsals with software called Photo Journal.
Sarah Ross, Choir Teacher and co- choreographer of the performance, introduced each of the six
of twenty students who gave their age and grade in school. Among the students are singers,
actors, painters, skilled in set construction, writers, dancers and slam poets. They started
rehearsing in May on their own time. The civic engagement they are being exposed to and the
opportunities they will have to talk about the All- American competition presentation is
invaluable and gives them a much broader view of their community than they had before. After
singing a preview of one of the songs they will be performing in the competition, the students
introduced themselves and their age and class in the fall of 2016. Jose Gonzalez, age 17 and a
senior; Taylor Nixon, age 17 and a senior; Will Klein, age 16 and a junior; Hannah Stock, age 16
and a junior; Jonathan Emmerick, age 16 and a senior; Emma Winters, age 16 and a junior.
Mr. Davidson again thanked Sarah and Heidi Bart the Drama Teacher at Marana High
School, for their commitment and the detail they have pu 'nto this and last year's rehearsals with
the script and song. They and the stu ents are incredible representatives of this community. It
will be a very exciting event for everyon
PRESENTATIONS .
CONSENT AGENDA `Motion to approve by ouncil Member Ziegler, second by Council
Member McGorray. Passed unanimously 6 -0.
C1 Relating to Development [The Town Council acting as the Floodplain Board] Relating to
Floodplain Management; report to Floodplain Bo.d and order, as required by the Marana Land
Development Code and Federal Regulations, concerning the correction of a prior floodplain
violation on property located at 13561 N. andra Road (Keith Brann)
C2 Resolution No. 2016 -054: Relating to Public Works; authorizing Town staff to acquire by
negotiation or condemnation the temporary construction easements needed for the Camino
Martin/Jeremy Place Roadway Reconstruction Project, Town of Marana Project No. ST033, and
authorizing the Town Engineer to sign all related documents (Frank Cassidy)
C3 Resolution No. 2016 -055: Relating to Community Development; approving and authorizing
the Mayor to execute an Intergovernmental Cooperative Agreement between Pima County and
the Town of Marana for the Community Development Block Grant (CDBG) Program and Home
Investment Partnership Program for federal fiscal years 2017 -2019 (Lisa Shafer)
C4 Resolution No. 2016 -056: Relating to Municipal Court; ratifying the appointment of Patrick
Moran as a temporary magistrate pro tempore for the Marana Municipal Court (Caine Sklar)
June T 2016 Regular Council Meeting Minutes 2
Marana Regular Council Meeting 06/21/2016 Page 73 of 298
CS Resolution No. 2016 -057: Relating to Public Works; Authorizing the Town Manager to sign
joint trench agreements on behalf of the Town of Marana for the Tangerine Road Corridor
Project, Town of Marana Project No. ST021 (Frank Cassidy)
C6 Approval of May 17, 2016 Study Session Meeting Minutes and May 17, 2016 Regular
Council Meeting Minutes (Jocelyn C. Bronson)
LIQUOR LICENSES
L 1 Relating to Liquor Licenses; recommendation to the Arizona Department of Liquor Licenses
and Control regarding a special event liquor license application submitted by Patrick Nilz on
behalf of the Marana Heritage Conservancy for the 4th of July celebration to be held on July 4,
2016. Ms. Bronson indicated that this application was properly reviewed, and as part of the Star
Spangled Spectacular event staff is recommending approval. Motion to approve by Vice Mayor
Post, second by Council Member Kai. Passed unanimously 6 -0.
AW
BOARDS, COMMISSIONS AND COMMITTEES
COUNCIL ACTION
A 1 Resolution No. 2016-058: Relating to nimal Contr and authorizing the Mayor
to execute Amendment No. 01 to the existing intergovernmental agreement between the Town of
Marana and Pima County for the provision of animal control services within the Town of
Marana. Lisa Shafer gave a brief overview of the item and noted that staff came before Council
with the item and presented in greater detail at the May 17, 2017 Council meeting. Council gave
staff direction at that time to gather more information on alternatives for animal care In our
jurisdiction. Staff is moving forward with that. In the meantime, we will go forward with the
existing intergovernmental agreement and a one -year extension with Pima County Animal Care.
This will give us time to do the ground research and bring the options back to Council. We do
have the ability in the current agreement to give a 60 -day cancellation, so if we do come up with
a solution, then we will be able to that. Staff is recommending approval. Motion to approve by
Council Member Ziegler, s and b dhcil Member McGorra . Unanimousl a roved 6 -0.
g y y y pp
Council Member Ziegler asked Ms. Shafer how long it would be before she came back to
Council with alternatives. Ms. Shafer stated that staff is putting together a request for proposal
for sheltering and veterinary services. It will likely take at least two months for that process to
complete. Staff is actively working on the services that the town would have to provide,
including enforcement.
ITEMS FOR DISCUSSION /POSSIBLE ACTION
D 1 Relating to Legislation and Government Actions; discussion and possible action regarding all
pending state, federal, and local legislation/government actions and on recent and upcoming
meetings of the other governmental bodies (Gilbert Davidson)
EXECUTIVE SESSIONS.
June T 2016 Regular Council Meeting Minutes 3
Marana Regular Council Meeting 06/21/2016 Page 74 of 298
E1 Executive Session pursuant to A.R.S. §38- 431.03 (A)(3), Council may ask for discussion
or consultation for legal advice with the Town Attorney concerning any matter listed on this
agenda.
FUTURE AGENDA ITEMS
ADJOURNMENT. Motion to adjourn at 7:18 p.m. by Vice Mayor Post, second by Council
Member McGorray. Passed unanimously 6 -0.
CERTIFICATION
I hereby certify that the foregoing are the true and correct minu es of the Marana Town Council
meeting held on June 7, 2016. I further certify that a quorum was present.
Jocely
June T 2016 Regular Council Meeting Minutes 4
Marana Regular Council Meeting 06/21/2016 Page 75 of 298
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i 10 T(3S_.T 1; -
Council - Regular Meeting Al
Meeting Date: 06/21/2016
To: Mayor and Council
From: Erik Montague, Finance Director
Date: June 21, 2016
Strategic Plan Focus Area:
Commerce, Community, Heritage, Recreation, Progress & Innovation
Strategic Plan Focus Area Additional Info:
Marana's Strategic Plan identifies financial sustainability as an overriding principle of Marana's
strategic framework.
Subject: PUBLIC HEARING: Resolution No. 2016 -066: Relating to Budget; adopting the
Town of Marana's fiscal year 2016 -2017 final budget (Erik Montague)
Discussion:
On May 17, 2016, Mayor and Council adopted a tentative budget for fiscal year 2016 -2017. In
adopting the tentative budget, Mayor and Council established the expenditure limitation for the
Town for the fiscal year.
Adoption of the attached resolution, which requires a public hearing, is the last formal step in the
process of adopting the final budget. After receiving public input, Mayor and Council are being
asked to consider adopting a final budget that shall not exceed $170,063,889. There were minor
reallocations of expenditure authority between certain line items and funds. Overall expenditures,
however, did not change. The following highlights certain items included in the proposed final
budget:
Authorized Positions
Including position adjustments made during the current fiscal year, staffing increased 7.9 FTE
from 328.33 positions in FY 2016 to 346.63 in FY 2017. The following are the new positions
added:
•Management Assistant (temporary position conversion) (1.0 FTE; General Fund)
• Asset Systems Administrator (1.0 FTE; General Fund)
•Development Engineering Division Manager (1.0 FTE; General Fund)
Marana Regular Council Meeting 06/21/2016 Page 76 of 298
•Police Officer (2.0 FTE; General Fund)
• Senior Maintenance Associate (mid -year) (1.0 FTE; General Fund)
• Maintenance Associate (mid -year) (2.0 FTE; General Fund)
• Recreation Assistant (0.25 FTE; General Fund)
•Code Enforcement Officer (temporary position conversion) (1.0 FTE; General Fund)
Additionally, the vacant positions of Development Coordinator (0.85 FTE; General Fund) and
Document Imaging Clerk (0.50 FTE; General Fund) were eliminated during the year.
Team Performance Pay Adjustments
The fiscal year 2016 -2017 budget includes a team performance pay adjustment. Team
performance pay is based on performance and behavior that is aligned with the Town's strategic
plan, policies, directives and cultural values (dedicated service, respect, teamwork and engaged
innovation). This adjustment takes into consideration the Town's pay philosophy to maintain a
competitive position in the market and to recognize and reward employees who push the
organization toward excellence.
Eligible employees may receive up to a 3.5% team performance pay adjustment added to their
base pay. Eligible employees who are at the top of their pay range would receive
any portion over their maximum pay range as a one -time, lump sum payment.
Additional information regarding these adjustments is included as supplemental materials to this
item.
Staff has also included official budget forms required by the State of Arizona's Auditor General's
office (Exhibit A) as published for tonight's public hearing.
Upon adoption of the final budget, staff will publish and distribute to Council and department
heads a budget document that provides more detailed information. Additionally, this published
budget will be submitted to the Government Finance Officers Association for consideration of the
Distinguished Budget Presentation Award.
Financial Impact:
Fiscal Year: 2017
Budgeted Y
Y/N:
Amount: $
Adoption of final budget for fiscal year 2016 -2017 and establishing the legal level of budgetary
control.
Staff Recommendation:
Staff recommends approval of Resolution 2016 -066, adopting the fiscal year 2016 -2017 final
budget.
Suggested Motion:
Marana Regular Council Meeting 06/21/2016 Page 77 of 298
I move to adopt Resolution No. 2016 -066, adopting the Town of Marana's fiscal year 2016 -2017
final budget.
Attachments
Resolution No. 2016 -066
Resolution Exhibit A
2016 -2017 Authorized Position Reconciliation
FY 2017 Salary Schedules
2016 -2017 Team Performance Pay Adjustment
2016 -2017 Five Year CIP Schedule
Marana Regular Council Meeting 06/21/2016 Page 78 of 298
MARANA RESOLUTION NO. 2016-066
RELATING TO BUDGET; ADOPTING THE TOWN OF MARANA' S FISCAL YEAR 2016-
2017 FINAL BUDGET
WHEREAS in accordance with the provisions of Title 42, Chapter 17, Articles 1 -5,
Arizona Revised Statutes (A.R.S.), the Marana Town Council did, on May 17, 2016, make an
estimate of the different amounts required to meet the public expenditures /expenses for the
ensuing year, also an estimate of revenues from sources other than direct taxation, and the
amount to be raised by taxation upon real and personal property of the Town of Marana; and
WHEREAS in accordance with said chapter of said title, and following due public notice,
the Council met on June 21, 2016, at which meeting any taxpayer was privileged to appear and
be heard in favor of or against any of the proposed expenditures /expenses or tax levies; and
WHEREAS it appears that publication has been duly made as required by law, of said
estimates together with a notice that the Town Council would meet on June 21, 2016, at the
office of the Council for the purpose of hearing taxpayers and making tax levies as set forth in
said estimates; and
WHEREAS it appears that the sums to be raised by taxation, as specified therein, do not
in the aggregate exceed that amount as computed in A.R.S. §42- 17051(A).
NOW, THEREFORE, BE IT RESOLVED by the Mayor and Council of the Town of
Marana, Arizona, that the said estimates of revenues and expenditures /expenses shown on the
accompanying schedules, attached hereto as Exhibit A and incorporated herein by this reference,
as now increased, reduced, or changed, are hereby adopted as the budget of the Town of Marana
for the fiscal year 2016 -2017.
PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona,
this 21" day of June 2016.
Mayor Ed Honea
ATTEST:
Jocelyn C. Bronson, Town Clerk
Marana Resolution No. 2016 -066
Marana Regular Council Meeting 06/21/2016
APPROVED AS TO FORM:
Frank Cassidy, Town Attorney
Page 79 of 298
Exhibit A
TOWN OF MARANA
Summary Schedule of Estimated Revenues and Expenditures /Expenses
Fiscal Year 2017
Fiscal
Year
S
c
h
FUNDS
General Fund
Special Revenue
Fund
Debt Service Fund
Capital Projects
Fund
Permanent Fund
Enterprise Funds
Available
Internal Service
Funds
Total All Funds
2016 Adopted /Adjusted Budgeted Expenditures /Expenses*
E
40,785
8
8
57,199,733
0
26,555,787
3
144
2016 Actual Expend itures /Expenses **
E
34,759
5
8
16,021,854
0
5
3
73,256,938
2017 Fund Balance /Net Position at July 1 * **
23,662
4
2
34,095,513
3
1
69,531,903
2017 Primary Property Tax Levy
B
0
0
2017 Secondary Property Tax Levy
B
452
68,949
521
2017 Estimated Revenues Other than Property Taxes
C
41,218,185
5
2
55,381,734
0
9
4
118,785
2017 Other Financing Sources
D
0
0
25,670,000
5
0
11,350,000
0
42,520,000
2017 Other Financing (Uses)
D
0
0
25,670,000
0
0
0
0
25,670,000
2017 Interfund Transfers In
D
0
100
6,201,238
2
0
968
0
9
2017 Interfund Transfers (Out)
D
5,371,145
0
0
2
0
1
0
9
2017 Reduction for Amounts Not Available:
LESS: Amounts for Future Debt Retirement:
0
0
0
0
2017 Total Financial Resources Available
59,509
10,513,447
11,414,164
94,957,528
0
24,163,902
5
205,688,765
2017 Budgeted Expenditures /Expenses
E
42,988
8
9,029,886
81,633
0
24,291
4,116,110
170
EXPENDITURE LIMITATION COMPARISON
1. Budgeted expenditures /expenses
2. Add /subtract: estimated net reconciling items
3. Budgeted expenditures /expenses adjusted for reconciling items
4. Less: estimated exclusions
5. Amount subject to the expenditure limitation
6. EEC expenditure limitation
2016 2017
$ 144,999,608 $ 170,063,889
144,999,608 170,063,889
$ 144,999,608 $ 170
$ $
The city /town does not levy property taxes and does not have special assessment districts for which property taxes are levied. Therefore, Schedule B has been omitted.
* Includes Expenditure /Expense Adjustments Approved in the current yea from Schedule E.
** Includes actual amounts as of the date the proposed budget was prepared, adjusted for estimated activity for the remainder of the fiscal year.
* ** Amounts on this line represent Fund Balance /Net Position amounts except for amounts not in spendable form (e.g., prepaids and inventories) or legally or contractually required to be maintained intact (e.g., principal of a
permanent fund).
4/15
Marana Regular Council Meeting 06/21/2016 SCHEDULE A PapegVlobVIS
Exhibit A
TOWN OF MARANA
Tax Levy and Tax Rate Information
Fiscal Year 2017
2016 2017
1. Maximum allowable primary property tax levy.
A.R.S. §42 -17051 (A) $ $
2. Amount received from primary property taxation in
the current year in excess of the sum of that year's
maximum allowable primary property tax levy.
A.R.S. §42- 17102(A)(18) $
3. Property tax levy amounts
A. Primary property taxes $ $
B. Secondary property taxes 554 521 218
C. Total property tax levy amounts $ 554 T94 $ ,
4. Property taxes collected*
A. Primary property taxes
(1) Current year's levy $ 542
(2) Prior years' levies 554
(3) Total primary property taxes $ 543
B. Secondary property taxes
(1) Current year's levy $
(2) Prior years' levies
(3) Total secondary property taxes $
C. Total property taxes collected $ 543
5. Property tax rates
A. City/Town tax rate
(1) Primary property tax rate
(2) Secondary property tax rate 2.8000 2.8000
(3) Total city /town tax rate 2.8000 2.8000
B. Special assessment district tax rates
Secondary property tax rates - As of the date the proposed budget was prepared, the
city /town was operating four special assessment districts for which secondary
property taxes are levied. For information pertaining to these special assessment districts
and their tax rates, please contact the city /town.
* Includes actual property taxes collected as of the date the proposed budget was prepared, plus
estimated property tax collections for the remainder of the fiscal year.
4/1 11QaranaRegular Council Meeting 06/21/2016 SCHEDULE B Paipeg%1,-DbV98
TOWN OF MARANA
Revenues Other Than Property Taxes
Fiscal Year 2017
Exhibit A
Marana Regular Council Meeting 06/21/2016 Pa @egg, - qbf98
4/15 SCHEDULE C
ESTIMATED
ACTUAL
ESTIMATED
REVENUES
REVENUES*
REVENUES
SOURCE OF REVENUES
2016
2016
2017
GENERAL FUND
Local taxes
Sales taxes $
22, 674, 325 $
22, 945, 650 $
24,156, 385
Licenses and permits
Building and development fees
2
3
3
Business and license fees
168
158
160
Franchise fees
350
385
400
Host Fees
350
Intergovernmental
State shared sales taxes
3
3
3
Urban revenue sharing
4
4
5
Auto lieu
1
1
1
Other
85
69
85
Charges for services
Charges for services
455
468
489
Fines and forfeits
Court fines and fees
630
634
640
Interest on investments
Interest
175
185
200
Contributions
Voluntary contributions
161
165
231
Miscellaneous
Other miscellaneous
619
765
655
Total General Fund $
37, 335, 567 $
37, 709, 384 $
41, 218,185
* Includes actual revenues recognized on the modified accrual or accrual basis as of the date the proposed budget was
prepared, plus estimated revenues for the remainder of the fiscal year.
Marana Regular Council Meeting 06/21/2016 Pa @egg, - qbf98
4/15 SCHEDULE C
TOWN OF MARANA
Revenues Other Than Property Taxes
Fiscal Year 2017
Exhibit A
Marana Regular Council Meeting 06/21/2016 PapegW4DbR98
4/15 SCHEDULE C
ESTIMATED
ACTUAL
ESTIMATED
REVENUES
REVENUES*
REVENUES
SOURCE OF REVENUES
2016
2016
201
SPECIAL REVENUE FUNDS
Community development block grants
$
215
$
96
$
261
Affordable housing revolving
100
15
10
Other grants and contributions
1
434
1,183, 593
RICO
30
34
30
$
1
$
581
$
1
Impound
$
50
$
43
$
50
Bed Tax
925
932
937
Emergency telecommunications
65
48
52
Local J C E F
15
13
15
$
1
$
1
$
1
Fill the GAP
$
4
$
6
$
6
Local technology enhancement
140
138
140
Highway user revenue
2
2
3
$
2
$
2
$
3
Total Special Revenue Funds
$
5
$
4
$
5
* Includes actual revenues recognized on the modified accrual or accrual basis as of the date the proposed budget was
prepared, plus estimated revenues for the remainder of the fiscal year.
Marana Regular Council Meeting 06/21/2016 PapegW4DbR98
4/15 SCHEDULE C
TOWN OF MARANA
Revenues Other Than Property Taxes
Fiscal Year 2017
Exhibit A
* Includes actual revenues recognized on the modified accrual or accrual basis as of the date the proposed budget was
prepared, plus estimated revenues for the remainder of the fiscal year.
Marana Regular Council Meeting 06/21/2016 PapegW,
4/15 SCHEDULE C
ESTIMATED
ACTUAL
ESTIMATED
REVENUES
REVENUES*
REVENUES
SOURCE OF REVENUES
2016
2016
201
DEBT SERVICE FUNDS
Tangerine farms road improvement district
$
2
$
2
$
2
Gladden farms CFD debt
275
273
264
$
$
2
2
$
2
Total Debt Service Funds
$
2
$
2
$
2
CAPITAL PROJECTS FUNDS
Transportation
$
5
$
5
$
5
One -half cent sales tax
4
4
6
Impact fee funds
1
1
1
Other capital projects
10
569
891
$
22, 595, 254
$
12,139, 642
$
14, 370, 418
Downtown reinvestment
$
125 1 000
$
168
$
180
Regional transportation authority
18
8
40
Tangerine farms road improvement district
35
34
35
Gladden farms CFD capital
$
18, 850, 634
$
8
$
40, 597, 391
Gladden farms II CFD capital
$
$
$
Vanderbilt farms CFD capital
27
26
29
Saguaro springs CFD capital
318
54
384
$
$
345
81
$
413
Total Capital Projects Funds
$
41
$
20
$
55
* Includes actual revenues recognized on the modified accrual or accrual basis as of the date the proposed budget was
prepared, plus estimated revenues for the remainder of the fiscal year.
Marana Regular Council Meeting 06/21/2016 PapegW,
4/15 SCHEDULE C
Exhibit A
TOWN OF MARANA
Revenues Other Than Property Taxes
Fiscal Year 2017
ESTIMATED ACTUAL ESTIMATED
REVENUES REVENUES* REVENUES
SOURCE OF REVENUES 2016 2016 2017
ENTERPRISE FUNDS
Water utility $ 5 $ 4 $ 5
Airport 2 459 2
Wastewater utility 1 1 2
$ 9 $ 6 $ 9
Total Enterprise Funds $ 9 $ 6 $ 9
* Includes actual revenues recognized on the modified accrual or accrual basis as of the date the proposed budget was
prepared, plus estimated revenues for the remainder of the fiscal year.
Marana Regular Council Meeting 06/21/2016 PapegWEObR98
4/15 SCHEDULE C
Marana Regular Council Meeting 06/21/2016 Pa @ec,W
4/15 SCHEDULE C
Exhibit A
TOWN OF MARANA
Revenues Other Than Property Taxes
Fiscal Year 2017
ESTIMATED
ACTUAL
ESTIMATED
REVENUES REVENUES*
REVENUES
SOURCE OF REVENUES 2016
2016
201
INTERNAL SERVICE FUNDS
Health benefits $ 3 $
3
$
3
Dental benefits 258
251
259
$ 3 $
3
$
4,116,110
Total Internal Service Funds $ 3 $
3
$
4,116,110
TOTAL ALL FUNDS $ 99,947,862 $
75,453,056
$
118,785,644
* Includes actual revenues recognized on the modified accrual or accrual basis as of the date the proposed budget was
prepared, plus estimated revenues for the remainder of the fiscal year.
Marana Regular Council Meeting 06/21/2016 Pa @ec,W
4/15 SCHEDULE C
Exhibit A
TOWN OF MARANA
Other Financing
Sources / <Uses> and Interfund Transfers
Fiscal Year 2017
OTHER FINANCING
INTERFUND TRANSFERS
2017
2017
FUND
SOURCES <USES>
IN
<OUT>
GENERALFUND
Other grants and contributions
$ $
$
$
100
Other capital projects
2
2008 debt service
549
2013 debt service
1
2014 debt service
531
Airport
343
Wastewater utility
625
Total General Fund
$ $
$
$
5
SPECIAL REVENUE FUNDS
Other grants and contributions
$ $
$
100
$
$ $
$
Total Special Revenue Funds
100
$
DEBT SERVICE FUNDS
2008 debt service
$ $ 25
$
2
$
2013 debt service
3
2014 debt service
531
2016 debt service
25
$ 25, 670, 000 $ 25, 670, 000
$
6 201, 238
$
Total Debt Service Funds
CAPITAL PROJECTS FUNDS
Transportation
$ $
$
$
862
Impact fees
1
Other capital projects
2
Gladden farms II CFD
1
Saguaro springs CFD
4
Total Capital Projects Funds
$ 5 $
$
2
$
2
PERMANENT FUNDS
$ $
$
Total Permanent Funds
$
ENTERPRISE FUNDS
Airport
$ $
$
343
$
Water utility
4
904
Wastewater utility
7
625
904
$ 11, 350, 000 $
$
Total Enterprise Funds
968
$
1
INTERNAL SERVICE FUNDS
SCHEDULE D
4/01w rang Regular Council Meeting 06/21/2016
PapegW8*M
Exhibit A
TOWN OF MARANA
Other Financing Sources / <Uses> and Interfund Transfers
Fiscal Year 2017
OTHER FINANCING INTERFUND TRANSFERS
2017 2017
FUND SOURCES <USES> IN <OUT>
Total Internal Service Funds $ $ $ $
TOTAL ALL FUNDS $ 42, 520, 000 $ 25, 670, 000 $ 9 $ 9
4/01w rang Regular Council Meeting 06/21/2016 SCHEDULE D PaipmgWqDbV98
TOWN OF MARANA
Expenditures /Expenses by Fund
Fiscal Year 2017
Exhibit A
4 /15arana Regular Council Meeting 06/21/2016 SCHEDULE E PR9§E09(Dbf98
ADOPTED
EXPENDITURE/
BUDGETED
EXPENSE
ACTUAL
BUDGETED
EXPENDITURES/
ADJUSTMENTS
EXPENDITURES/
EXPENDITURES/
EXPENSES
APPROVED
EXPENSES*
EXPENSES
FUND /DEPARTMENT
2016
2016
2016
2017
GENERAL FUND
Non - departmental
$
2
$ 10
$ 2
$
1
Mayor and council
294
279
289
Town manager
1
1
1
Town clerk
280
266
497
Human resources
800
760
879
Finance
1
1
1
Legal
800
760
832
Technology services
2
2
2
Economic and tourism develop
192
(3,333)
182
200
Development services admin
233
221
324
Development records
175
166
Building safety
1
1
1,121,615
Planning
1
1
1
Engineering
2
2
2
Police
11
11
12
Courts
1
979
1
Public works
3
350
3
3
Parks and recreation
3
3
3
Community development
596
(3,334)
566
963
Capital outlay
1
1
1
Contingency
5
(358,000)
358
5
Total General Fund
$
40
$ (4,667)
$ 34
$
42
SPECIAL REVENUE FUNDS
Highway user revenue
$
3
$
$ 3
$
3
Revolving affordable housing
70
215
Local JCEF
82
82
Fill the GAP
34
34
Local technology
475
37
283
Community development block g ran
215
96
261
Bed tax
931
667
898
940
Other grants and contributions
1
434
1,193,665
RICO
1
87
1
Impound fees
65
63
19
Emergency telecommunications
71
61
71
Total Special Revenue Funds
$
8
$ 667
$ 5
$
8
DEBT SERVICE FUNDS
Series 2008 debt
$
2
$
$ 2
$
2
Series 2013 debt
2
2
3
Series 2014 debt
514
514
531
Tangerine farms ID debt
2
2
2
Gladden farms CFD debt
701
701
716
Saguaro springs CFD debt
250 7 000
Total Debt Service Funds
$
8
$
$ 8
$
9
4 /15arana Regular Council Meeting 06/21/2016 SCHEDULE E PR9§E09(Dbf98
TOWN OF MARANA
Expenditures /Expenses by Fund
Fiscal Year 2017
Exhibit A
* Includes actual expenditures /expenses recognized on the modified accrual or accrual basis as of the date the proposed budget
was prepared, plus estimated expenditures /expenses for the remainder of the fiscal year.
4 /15arana Regular Council Meeting 06/21/2016 SCHEDULE E PRGg69010bf98
ADOPTED
EXPENDITURE/
BUDGETED
EXPENSE
ACTUAL
BUDGETED
EXPENDITURES/
ADJUSTMENTS
EXPENDITURES/
EXPENDITURES/
EXPENSES
APPROVED
EXPENSES*
EXPENSES
FUND /DEPARTMENT
2016
2016
2016
2017
CAPITAL PROJECTS FUNDS
Transportation
$
8
$ $
2
$
15
One -half percent sales tax
4
685
7
Impact fee funds
8
2
9
Tangerine farms ID
35
23
35
Other capital projects
11
2
2
Downtown reinvestment
185
185
Regional transportation authority
18
8
40
Gladden farms CFD
1
8
1
Gladden farms II CFD
213
63
213
Saguaro springs CFD
4
63
4
Vanderbilt farms CFD
32
63
32
Total Capital Projects Funds
$
57
$ $
16
$
81
PERMANENT FUNDS
Total Permanent Funds
$
$ $
$
ENTERPRISE FUNDS
Water utility
$
14
$ $
3
$
10
Airport
3
4
355
1
Wastewater utility
8
1
12
Total Enterprise Funds
$
26
$ 4 $
5
$
24
INTERNAL SERVICE FUNDS
Health benefits
$
3
$ $
3
$
3
Dental benefits
258
224
259
Total Internal Service Funds
$
3
$ $
3
$
4,116,110
TOTAL ALL FUNDS
$
144
$ $
73
$
170
* Includes actual expenditures /expenses recognized on the modified accrual or accrual basis as of the date the proposed budget
was prepared, plus estimated expenditures /expenses for the remainder of the fiscal year.
4 /15arana Regular Council Meeting 06/21/2016 SCHEDULE E PRGg69010bf98
4/15 arana Regular Council Meeting 06/21/2016 SCHEDULE F PRG9d91'-Dbf98
Exhibit A
TOWN OF MARANA
Expenditures /Expenses by Department
Fiscal
Year 2017
ADOPTED
EXPENDITURE/
BUDGETED
EXPENSE
ACTUAL
BUDGETED
EXPENDITURES/
ADJUSTMENTS
EXPENDITURES/
EXPENDITURES/
EXPENSES
APPROVED
EXPENSES*
EXPENSES
DEPARTMENT /FUND
2016
2016
2016
2017
Town manager:
General Fund
$
1
$
$
1
$
1
Bed Tax Fund
41
40
5
Department Total
$
1,544,830
$
$
1
$
1,655,498
Economic and tourism development:
General Fund
$
192
$
$
182
$
200
Bed Tax Fund
267
256
260
Department Total
$
459,485
$
$
439,196
$
460,904
Police:
General Fund
$
11
$
$
11
$
12
RICO
37
87
34
Impound fees
65
63
19
Other grants
372
149
512
Emergency telecommunication
71
61
71
Department Total
$
12
$
$
11
$
12
Court:
General Fund
$
1
$
$
979
$
1
Local JCEF
72
72
Fill the GAP
34
34
Local tech enhancement
475
37
283
Department Total
$
1,613,478
$
$
1,017,704
$
1
Public works:
General Fund
$
3
$
$
3
$
3
Highway user revenue fund
2
3
3
Department Total
$
5,967,280
$
$
6,746,703
$
6,527,333
Community Development:
General Fund
$
596
$
$
566
$
963
CDBG
215
96
261
Revolving affordable housing
70
215
Department Total
$
881
$
$
663,349
$
1
* Includes actual expenditures /expenses recognized on the modified accrual
or accrual basis as of the date the
proposed budget was prepared, plus estimated expenditures /expenses for the remainder of the
fiscal year.
4/15 arana Regular Council Meeting 06/21/2016 SCHEDULE F PRG9d91'-Dbf98
TOWN OF MARANA
Full -Time Employees and Personnel Compensation
Fiscal Year 2017
FUND
GENERALFUND
SPECIAL REVENUE FUNDS
Other grant funds
Bed tax
Local technology
Highway user revenue
Total Special Revenue Funds
ENTERPRISE FUNDS
Water utility
Airport
Wastewater utility
Total Enterprise Funds
TOTAL ALL FUNDS
Exhibit A
4/15
Marana Regular Council Meeting 06/21/2016 SCHEDULE G P09g6923DbRIS
Total Estimated
Full -Time
Employee Salaries
Other Benefit
Personnel
Equivalent (FTE)
and Hourly Costs
Retirement Costs
Healthcare Costs
Costs
Compensation
2017
2017
2017
2017
2017
2017
297.6
$
18, 605, 772
$
2 718, 826
$
3,153, 963
$
2,196, 854
$
26, 675, 415
11.2
$
317, 007
$
79
$
49
$
46
$
492
1.2 ,
68
7
11
6
94
1.0
31
3
11
2
49
5.6
229
25
50
49
355
19.0
$
546
$
105
$
99
$
96
$
848
23.0
$
1
$
144
$
246
$
160
$
1
3.0
174
19
33
24
252
4.0
249
28
59
32
369
30.0
$
1
$
193
$
339
$
218
$
2
346.6
$
20, 845, 562
$
3
$
3
$
2
$
29, 967, 664
4/15
Marana Regular Council Meeting 06/21/2016 SCHEDULE G P09g6923DbRIS
Town Clerk
PROPOSED DETAILED AUTHORIZED POSITION SCHEDULE
1.00
1.00
1.00
FISCAL YEAR
2016 -
2017 FINAL
BUDGET
Deputy Town Clerk
-
-
-
2013
2014
2014
2015
2015
2016
2016
2017
-
Actual
Adopted
Actual
Adopted
Actual
Adopted
Estimated
Adopted
-
-
-
-
2.00
2.00
Records Administrator
1.00
1.00
Town Manager
1.00
Town Manager
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Deputy Town Manager
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Management Assistant
1.00
1.00
2.00
2.00
2.00
2.00
2.00
3.00
Executive Assistant to the Town Manager
-
-
-
-
-
-
-
1.00
Administrative Assistant
0.50
0.50
1.00
1.00
1.00
1.00
1.00
1.00
Customer Service Clerk
-
-
1.13
1.13
1.13
1.13
1.13
1.13
Assistant to the Town Manager
-
-
-
-
1.00
1.00
1.00
1.00
Senior Executive Assistant
-
-
1.00
1.00
1.00
1.00
1.00
-
Assistant Town Manager
-
-
-
1.00
-
-
-
-
Senior Administrative Manager
1.00
1.00
-
-
-
-
-
-
Customer Service Specialist
2.13
2.13
-
-
-
-
-
-
Council Liaison
1.00
1.00
-
-
-
-
-
-
Communication and Marketing Division (20)
Communications Manager
-
-
-
-
-
-
-
1.00
Graphic Designer
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Public Information Officer (PIO)
1.00
1.00
1.00
1.00
1.00
1.00
1.00
-
Special Events Division (30)
Special Events Coordinator
-
-
-
1.00
1.00
1.00
1.00
Safety Division (40)
Emergency Management and Safety Coordinator
-
1.00
1.00
1.00
1.00
1.00
-
-
Town Clerk
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Deputy Town Clerk
-
-
-
-
-
-
1.00
1.00
Executive Assistant
-
-
-
-
-
-
-
1.00
Records Clerk
-
-
-
-
-
-
2.00
2.00
Records Administrator
1.00
1.00
1.00
1.00
1.00
1.00
-
-
Assistant to the Town Clerk
-
-
1.00
1.00
1.00
1.00
1.00
-
Agenda & Records Clerk
1.00
1.00
-
-
-
-
-
-
Total • wn Clerk
3.00
3.00
3.00
3.00
3.00
3.00
5.00
5.00
Human Resources Director
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Human Resources Deputy Director
-
-
-
-
-
-
-
1.00
Sr. Human Resources Analyst
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
Human Resources Analyst
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Executive Assistant
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Assistant Human Resources Director
-
-
1.00
1.00
1.00
1.00
1.00
-
Human Resources Technician
1.00
1.00
1.00
1.00
2.00
2.00
2.00
2.00
Human Resources Coordinator
-
-
-
-
-
-
-
-
Employee Relations Administrator
1.00
1.00
-
-
-
-
-
-
Administrative Assistant
0.50
0.50
-
-
-
-
-
-
Safety Division (40)
-
-
-
-
-
-
-
1.00
Emergency Management and Safety Coordinator
-
-
-
-
-
-
1.00
1.00
Finance Director
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Finance Manager
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Management & Budget Analyst
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Payroll Administrator
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Procurement Officer
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Procurement Agent
-
-
-
-
-
-
-
1.00
Senior Accountant
1.00
1.00
1.00
2.00
2.00
2.00
2.00
2.00
Senior Accounting Clerk
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Accounting Clerk
1.35
1.35
1.35
1.35
1.35
1.75
1.75
1.75
Administrative Assistant
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
Asset Administrator
-
-
-
-
-
-
-
1.00
Contracts Administrator
-
1.00
1.00
1.00
1.00
1.00
1.00
-
Marana Regular Council Meeting 06/21/2016 1 of 6 Page 93 of 298
PROPOSED DETAILED AUTHORIZED POSITION SCHEDULE
FISCAL YEAR 2016 - 2017 FINAL BUDGET
2013 2014 2014 2015 2015 2016 2016 2017
Actual Adopted Actual Adopted Actual Adopted Estimated Adopted
Town Attorney
Deputy Town Attorney
Senior Assistant Town Attorney
Assistant Town Attorney
Legal Assistant
Legal Document Clerk
Administrative Assistant
Associate Town Attorney
Real Property Acquisition Agent
Office Support Assistant
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
-
-
-
-
-
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.50
1.50
0.50
0.50
0.50
0.50
0.50
0.50
1.00
1.00
1.00
1.00
1.00
1.00
1.00
GIS Analyst
Technology Services Director
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Technology Manager
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
Senior Network Administrator
-
1.00
-
-
-
1.00
1.00
1.00
Network Administrator
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Database Administrator
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Website Administrator
-
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Senior GIS Analyst
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
GIS Analyst
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Technology Analyst
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Technology Support Specialist II
-
-
-
-
-
-
-
2.00
Technology Support Specialist I
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Business Process Analyst
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Senior Technology Support Specialist
2.00
2.00
2.00
2.00
2.00
2.00
2.00
-
Executive Assistant
-
-
-
-
-
-
-
-
Total - • •• Services
11
13.00
13.00
13.00
13.00
14.00
14.00
14.00
Office of Economic and Tourism Development
Director of Economic and Tourism Development
-
-
-
1.00
1.00
1.00
1.00
1.00
Tourism Development Manager
-
-
-
1.00
1.00
1.00
1.00
1.00
Total - gic Initiatives
2.00
2.00
2.00
2.00
2.00
Office of - gic Initiatives
Economic Development & Strategic Initiatives Manager
-
-
-
-
-
-
-
-
Public Information Officer (PIO)
-
-
-
-
-
-
-
-
Special Events Coordinator
-
-
-
-
-
-
-
-
Graphic Designer
-
-
-
-
-
-
-
-
Management Assistant
-
-
-
-
-
-
-
-
Administrative Assistant
-
-
-
-
-
-
-
-
- Initiatives
M- V .• - - • - -- - - -- - -
Community Development Director
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Grants & Housing Coordinator
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Housing Rehabilitation Specialist
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Special Events Coordinator
1.00
1.00
1.00
-
-
-
-
-
Code Enforcement Division (10)
Code Enforcement Official
-
-
-
-
-
-
-
1.00
Code Enforcement Officer
-
-
-
-
-
-
-
2.00
Development Services Center Manager
1.00
1.00
1.00
1.00 1.00 1.00
1.00
1.00
Executive Assistant
1.00
1.00
1.00
1.00 1.00 1.00
1.00
1.00
Customer Service Clerk
-
-
- - 1.00
1.00
1.00
Development Services General Manager
-
1.00
1.00
- - -
-
-
Economic Development Manager
1.00
1.00
1.00
- - -
-
-
Total Development S- -
11
4.00
4.00
2.00 2.00 3.00
3.00
3.00
Marana Regular Council Meeting 06/21/2016 2 of 6 Page 94 of 298
Building Safety Director
PROPOSED DETAILED AUTHORIZED POSITION SCHEDULE
1.00
FISCAL YEAR
2016 -
2017 FINAL BUDGET
1.00
2013
2014
2014 2015 2015 2016 2016 2017
1.00
Actual
Adopted
Actual Adopted Actual Adopted Estimated Adopted
Records Clerk
1.00
1.00
1.00 - -
Document Imaging Clerk
1.50
1.50
1.50 1.50 1.50 0.50 0.50 -
Permits Center & Records Manager
-
-
- - - - - -
Real Property Acquisition Agent
1.00
-
- - - - - -
Senior Permit Clerk
1.00
1.00
1.00 - - - - -
Development Coordinator
2.00
2.00
1.85 - - - - -
Permit Clerk
3.00
3.00
3.00 - - - - -
Project Coordinator
1.00
1.00
1.00 - - - - -
Building Safety Director
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Chief Building Inspector
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Building Safety Coordinator
-
-
-
-
-
-
1.00
1.00
Senior Plans Examiner
1.00
1.00
2.00
2.00
2.00
2.00
1.00
1.00
Plans Examiner
2.00
2.00
1.00
1.00
1.00
1.00
1.00
1.00
Building Inspector II
1.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
Building Inspector 1
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Permit Clerk
-
-
-
3.00
3.00
3.00
3.00
3.00
Development Coordinator
-
-
-
-
-
-
1.00
1.00
Senior Permit Clerk
-
-
-
1.00
1.00
1.00
-
-
Plans Examiner /Permit Coordinator
-
-
-
-
-
-
-
-
Plan Review Technician
1.00
1.00
1.00
1.00
1.00
1.00
-
-
Code Enforcement Officer
-
-
-
-
-
-
-
-
Planning Director
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Environmental Project Manager
-
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Principal Planner
-
-
-
-
-
-
-
1.00
Senior Planner
-
-
-
-
-
1.00
-
4.00
Planner
-
-
-
-
-
-
-
1.00
Development Coordinator
-
-
-
1.85
1.85
1.85
1.85
1.00
Planner 11
2.00
2.00
2.00
2.00
3.00
2.00
3.00
-
Planner 1
4.00
4.00
4.00
4.00
3.00
3.00
3.00
-
Assistant Planning Director
-
-
-
-
-
-
-
-
Town Engineer
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Engineering Deputy Director
-
-
-
-
-
-
-
1.00
CIP Engineering Division Manager
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Traffic Division Manager
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Civil Engineer
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Environmental Project Manager
2.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Engineering Specialist
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
Engineering Aide
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
CIP Engineering Division Manager
-
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Construction Manager
-
2.00
2.00
2.00
2.00
2.00
2.00
2.00
Project Coordinator
-
1.00
1.00
2.00
2.00
2.00
2.00
2.00
Construction Inspector
-
2.00
2.00
2.00
2.00
2.00
2.00
2.00
Right of Way Inspector
-
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Project Control Specialist
-
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Project Manager
-
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Real Property Acquisition Agent
-
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Senior Executive Assistant
-
-
-
-
-
-
-
1.00
Development Engineering Division Manager
-
-
-
-
-
-
-
1.00
Assistant Director of Engineering
-
1.00
1.00
1.00
1.00
1.00
1.00
-
Executive Assistant
-
1.00
1.00
1.00
1.00
1.00
1.00
Traffic Engineer
1.00
1.00
1.00
-
-
-
-
-
Senior Plans Examiner
-
-
-
-
-
-
-
-
Plans Examiner
-
-
-
-
-
-
-
-
Plans Review Technician
-
-
-
-
-
-
-
-
Marana Regular Council Meeting 06/21/2016 3 of 6 Page 95 of 298
PROPOSED DETAILED AUTHORIZED POSITION SCHEDULE
FISCAL YEAR 2016 - 2017 FINAL BUDGET
2013 2014 2014 2015 2015 2016 2016 2017
Actual Adopted Actual Adopted Actual Adopted Estimated Adopted
Chief of Police
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Deputy Chief of Police
-
-
1.00
1.00
1.00
1.00
1.00
1.00
Police Captain
1.00
1.00
-
1.00
1.00
1.00
1.00
1.00
Police Lieutenant
3.00
3.00
3.00
2.00
2.00
2.00
2.00
2.00
Police Sergeant
11.00
11.00
11.00
11.00
11.00
11.00
11.00
11.00
Police Officer
57.00
58.00
63.00
65.00
65.00
67.00
67.00
69.00
Police Records Supervisor
1.00
1.00
2.00
2.00
1.00
1.00
1.00
1.00
Police Telecommunications Supervisor
1.00
1.00
1.00
1.00
2.00
2.00
2.00
2.00
Dispatcher
12.00
12.00
12.00
12.00
12.00
12.00
12.00
12.00
Police Records Specialist
-
-
-
-
-
-
-
2.00
Police Records Clerk
6.00
6.00
5.00
5.00
5.00
6.00
6.00
4.00
Crime Scene /Property & Evidence Supervisor
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Crime Analyst
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Crime Scene Specialist
2.00
2.00
2.00
3.00
3.00
3.00
3.00
3.00
Executive Assistant
-
-
1.00
1.00
1.00
1.00
1.00
1.00
Administrative Assistant
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Transcriptionist
-
-
1.00
1.00
1.00
-
-
-
Detective
5.00
5.00
-
-
-
-
-
-
Police Telecommunications Manager
1.00
1.00
-
-
-
-
-
-
Administrative Manager
1.00
1.00
-
-
-
-
-
-
Town Magistrate
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Court Services Operations Specialist
-
-
1.00
1.00
1.00
1.00
1.00
1.00
Court Administrator
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Court Probation Monitor
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Court Security Guard
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
Court Collections Specialist
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Court Supervisor
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Courtroom Specialist II
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Courtroom Specialist I
-
-
1.00
1.00
1.00
1.00
1.00
1.00
Court Clerk
5.00
5.00
4.00
4.00
4.00
4.00
4.00
4.00
Executive Assistant
1.00
1.00
-
-
-
-
-
-
Public Works Director
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Traffic Operations Engineering Manager
-
1.00
1.00
1.00
1.00
1.00
Community Response Manager
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Executive Assistant
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Administrative Assistant
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Assistant Public Works Director
-
1.00
1.00
-
-
-
-
-
Public Services General Manager
1.00
-
-
-
-
-
-
-
Contracts Analyst
1.00
-
-
-
-
-
-
-
Senior Administrative Assistant
1.00
-
-
-
-
-
-
-
Code Enforcement Division (10)
Code Enforcement Officer
2.00
2.00
2.00
2.00
2.00
2.00
2.00
-
Fleet Division (20)
Superintendent
-
-
-
-
1.00
1.00
1.00
Lead Fleet Technician
-
-
-
-
-
-
-
1.00
Engine Mechanic
-
-
-
-
-
-
-
1.00
Fleet Technician II
1.00
1.00
2.00
2.00
2.00
2.00
2.00
2.00
Small Engine Mechanic
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Foreman
1.00
1.00
Fleet Technician 1
1.00
1.00
-
-
-
-
-
-
Airport Operations Coordinator
1.00
1.00
1.00
1.00
-
-
-
-
Facilities & Fleet Services Manager
-
-
-
-
-
-
-
-
Streets Division (30)
Superintendent
-
-
-
-
1.00
1.00
1.00
Traffic Signal Technician 111
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Traffic Signal Technician 11
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Public Works Supervisor
-
-
-
-
-
-
-
2.00
Senior Equipment Operator
1.00
Equipment Operator
3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.00
Maintenance Associate
-
-
-
-
-
-
-
3.00
Signs & Markings Technician
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Senior Maintenance Associate
-
-
-
-
-
-
-
6.00
Attendant
-
-
-
-
-
-
-
3.00
Foreman
4.00
4.00
4.00
4.00
4.00
2.00
2.00
-
Inmate Services Coordinator
4.00
4.00
4.00
4.00
4.00
4.00
4.00
Maintenance Worker
3.00
3.00
3.00
3.00
3.00
3.00
3.00
Laborer
5.00
5.00
5.00
5.00
5.00
5.00
5.00
-
Marana Regular Council Meeting 06/21/2016 4 of 6 Page 96 of 298
PROPOSED DETAILED AUTHORIZED POSITION SCHEDULE
Facilities Division (40)
Superintendent
Public Works Supervisor
Senior Facilities Technician III
Senior Facilities Technician II
Senior Facilities Technician I
Foreman
Senior Facilities Technician
Facilities Technician
FISCAL YEAR 2016 - 2017 FINAL BUDGET
1.00
-
-
2013
2014
2014 2015 2015
2016
2016
2017
Actual
Adopted
Actual Adopted Actual
Adopted
Estimated
Adopted
2.00
3.00
3.00 3.00 3.00
1.00
1.00
1.00
-
-
- - -
-
-
1.00
-
-
- - -
-
1.00
1.00
-
-
- - -
-
1.00
1.00
-
-
- - -
-
1.00
1.00
-
-
- - -
1.00
1.00
-
1.00
1.00
1.00 1.00 1.00
1.00
-
-
1.00
1.00
1.00 1.00 1.00
2.00
-
-
Assistant Public Works Director
1.00
-
-
-
-
-
-
-
Construction Division Manager
1.00
-
-
-
-
-
-
-
Engineering Division Manager
1.00
-
-
-
-
-
-
-
Construction Manager
2.00
-
-
-
-
-
-
-
Construction Inspector
2.00
-
-
-
-
-
-
-
Right of Way Inspector
1.00
-
-
-
-
-
-
-
Acceptance Inspector
1.00
-
-
-
-
-
-
-
Project Control Specialist
1.00
-
-
-
-
-
-
-
Engineering Technician
-
-
-
-
-
-
-
-
Capital Improvement Project (CIP) Manager
1.00
-
-
-
-
-
-
-
Project Coordinator
1.00
-
-
-
-
-
-
-
Total .• ital Improvement Pr••
11
' Administration
Parks and Recreation Director
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parks and Recreation Deputy Director
-
-
-
-
-
-
-
1.00
Executive Assistant
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Assets Coordinator
-
-
1.00
1.00
1.00
1.00
1.00
1.00
Parks and Recreation Services Clerk
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
Assistant Parks and Recreation Director
1.00
1.00
1.00
1.00
1.00
1.00
1.00
-
Special Events Coordinator
-
-
-
1.00
-
-
-
-
Total - Parks Administration
Parks - Recreation (21
Business Services Coordinator
-
-
-
-
-
-
1.00
1.00
Recreation Coordinator
5.00
5.00
4.00
4.00
4.00
4.00
3.00
3.00
Recreation Programmer
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
Recreation Assistant
0.75
0.75
0.75
0.75
0.75
0.75
0.75
1.00
Superintendent
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Parks Maintenance Supervisor
1.00
1.00
2.00
2.00
2.00
2.00
2.00
2.00
Irrigation Control Specialist
-
-
-
-
1.00
1.00
1.00
Senior Maintenance Associate
-
-
-
-
-
-
-
12.00
Attendant
-
-
-
-
-
-
-
10.00
Senior Maintenance Worker
9.00
9.00
9.00
10.00
10.00
11.00
11.00
-
Laborer
6.00
6.00
6.00
7.00
7.00
5.00
5.00
-
Foreman
1.00
1.00
-
-
-
-
-
-
Recreation Programmer 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Recreation Assistant 0.75 0.75 0.75 1.00 1.00 1.00 1.00 1.00
Marana Regular Council Meeting 06/21/2016 5 of 6 Page 97 of 298
er Department
PROPOSED DETAILED AUTHORIZED POSITION SCHEDULE
FISCAL YEAR 2016 - 2017 FINAL BUDGET
2013 2014 2014 2015 2015 2016
Actual Adopted Actual Adopted Actual Adopted
2016
Estimated
2017
Adopted
Water Director
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Water Deputy Director
-
-
-
-
-
-
-
1.00
Water Business Services Coordinator
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Superintendent
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Water Distribution Supervisor
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Water Production Supervisor
-
-
-
1.00
1.00
1.00
1.00
1.00
Water Resource Coordinator
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Water Quality Inspector
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Construction Inspector
-
-
-
1.00
1.00
1.00
1.00
1.00
Electric Pump & Well Technician
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Water Mechanic
-
-
-
1.00
1.00
1.00
1.00
1.00
Water Operator II
5.00
5.00
5.00
5.00
5.00
6.00
6.00
6.00
Water Operator 1
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Civil Engineer
-
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Water Billing Specialist
2.10
2.10
3.00
3.00
3.00
3.00
2.00
2.00
Water Technology Coordinator
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Water Executive Assistant
-
-
-
-
-
-
1.00
1.00
Assistant Director of Utilities
1.00
1.00
-
Water Operations Manager
1.00
1.00
1.00
1.00
1.00
-
-
-
Utilities Services Supervisor
1.00
1.00
1.00
1.00
-
-
-
-
Customer Service Specialist
-
-
-
-
-
-
-
-
Utilities Customer Service Clerk
1.00
1.00
-
-
-
-
-
-
Water Reclamation Operations Manager
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Chief Water Reclamation Operator
1.00
1.00
1.00
1.00
Water Reclamation Operator II
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Water Reclamation Operator I
-
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Water Reclamation Supervisor
-
-
1.00
1.00
Principal Wastewater Plant Operator
1.00
1.00
-
-
-
-
-
-
Total - Water Department
11
4.00
4.00
4.00
4.00
4.00
4.00
4.00
Airport Director 1.00 1.00 1.00
Airport Operations Coordinator - - - 1.00 1.00 1.00 1.00
Airport Maintenance Associate - - - - - - - 1.00
Airport Maintenance Worker - - - - - 1.00 1.00 -
Airport Manager 1.00 1.00 1.00 1.00 1.00 - - -
Marana Regular Council Meeting 06/21/2016 6 of 6 Page 98 of 298
Salary Schedules Fiscal Year 2016 -2017
Classified Positions
Exempt Positions
Job Code V�
GRADE 108 (11/11/2016 Fair Labor Standard Act salary
regulations requires a move to Grade 109)
208 Human Resources Analyst
476 Recreation Coordinator
210 Senior Accountant
440 Special Events Coordinator
Exempt
Exempt
Exempt
Exempt
$44,159.78
$55,199.46 $66,240.19 Annual
$48,134.11 $60,168.41 $72,201.68 Annual
GRADE 109
655
Assets Systems Administrator
Exempt
439
Executive Assistant to the Town
Exempt
p
330
Manager
Exempt
252
Geographic Information Systems (GIS)
Exempt
p
268
Analyst
Exempt
840
Graphic Designer
Exempt
276
Management Assistant
Exempt
212
Management & Budget Analyst
Exempt
752
Parks Maintenance Supervisor
Exempt
712
Public Works Supervisor
Exempt
246
Senior Planner
Exempt
322
Real Property Acquisition Agent
Exempt
$52,948.04 $66,185.05 $79,422.06 Annual
GRADE 110
473
Business Services Coordinator
Exempt
719
Chief Water Reclamation Operator
Exempt
330
Database Administrator
Exempt
341
Network Administrator
Exempt
268
Technology Analyst
Exempt
211
Procurement Officer
Exempt
"Fair Labor
Marana Regular Council Meeting 06/21/2016
Standards Act
Page 99 of 298
Effective June 25, 2016
236
Project Control Specialist
Exempt
325
Safety & Emergency Management
Exempt
p
814
Coordinator
Exempt
p
206
Senior Human Resources Analyst
Exempt
468
Water Technology Coordinator
Exempt
722
Water Distribution Supervisor
Exempt
723
Water Production Supervisor
Exempt
$58,772.20 $73,464.72 $88,158.29 Annual
GRADE 111
176
Chief Building Inspector
Exempt
523
Code Enforcement Official
Exempt
814
Crime Scene Property & Evidence
Exempt
p
274
Supervisor
Exempt
163
Environmental Project Manager
Exempt
258
Senior GIS Analyst
Exempt
340
Senior Network Administrator
Exempt
502
Superintendent
Exempt
201
Tourism & Marketing Manager
Exempt
400
Deputy Town Clerk
Exempt
483
Water Business Services Coordinator
Exempt
481
Water Resources Coordinator
Exempt
321
Website Administrator
Exempt
$65,825.07 $82,281.07 $98,737.08 Annual
GRADE 112
261
Assistant Town Attorney
Exempt
230
Civil Engineer
Exempt
238
Construction Manager
Exempt
274
Finance Manager
Exempt
244
Principal Planner
Exempt
161
Project Manager
Exempt
240
Technology Manager
Exempt
$74,382.36 $92,977.43 $111,572.50 Annual
GRADE 113
151 CIP Engineering Division Manager Exempt
170 Court Administrator Exempt
147 Development Engineering Division Exempt
Manager p
174 Traffic Division Manager Exempt
Marana Regular Council Meeting 06/21/2016
"Fair Labor Standards Act
Page 100 of 298
Effective June 25, 2016
Job Code FLSA** Status
265 Traffic Operations Engineering Manager Exempt
Minimum
Midpoint
Maximum
153 Water Reclamation Operations
Exempt
p
Manager
$14.5676 $17.8455 $21.1233 Hourly
406
Administrative Assistant
Non - exempt
456
$84,051.84
$105,064.79
$126,077.75 Annual
GRADE 114
Legal Document Clerk
Non - exempt
600
157 Engineering Deputy Director
Exempt
423
Records Clerk
250 Human Resources Deputy Director
Exempt
825
Parks and Recreation Services Clerk
Non - exempt
155 Parks & Recreation Deputy Director
Exempt
Permit Clerk
Non - exempt
148 Water Deputy Director
Exempt
Non - exempt
680
262 Senior Assistant Town Attorney
Exempt
Marana Regular Council Meeting 06/21/2016
Page 101 of 298
$94,978.12
$118,723.17
$142,467.17 Annual
GRADE 115
154 Deputy Town Attorney
Exempt
Non-Exempt Positions P�
Job Code Job Title
Mk. Ad
FLSA** Status
Minimum
Mil dpoint
Maximum AA
A
$24,734.84
$30,299.62
$35,865.96 Annual
GRADE 205
$11.8917
$14.5671
$17.2432 Hourly
422 Office Support Assistant
Non - exempt
822 Recreation Assistant
Non - exempt
$26,465.92
$32,420.96
$38,376.52 Annual
GRADE 206
$12.7240
$15.5870
$18.4502 Hourly
700 Attendant
Non- exempt
$28,318.68
$34,690.24
$41,062.58 Annual
GRADE 207
$13.6148
$16.6780
$19.7416 Hourly
417 Accounting Clerk
Non - exempt
436 Customer Service Clerk
Non - exempt
$30,300.66 $37,118.64 $43,936.36 Annual
GRADE 208
$14.5676 $17.8455 $21.1233 Hourly
406
Administrative Assistant
Non - exempt
456
Court Clerk
Non - exempt
425
Legal Document Clerk
Non - exempt
600
Maintenance Associate
Non - exempt
423
Records Clerk
Non - exempt
825
Parks and Recreation Services Clerk
Non - exempt
430
Permit Clerk
Non - exempt
444
Police Records Clerk
Non - exempt
680
Customer Service Representative
Non - exempt
Marana Regular Council Meeting 06/21/2016
Page 101 of 298
"Fair
Labor Standards Act
Effective June 25, 2016
Job Code
AN
FLSA** Status
Minimum
$32,422.00
Midpoint
$39,717.34
Maximum
$47,012.68 Annual
GRADE 209
$15.5875
$19.0949
$22.6023 Hourly
812
Court Security Guard
Non - exempt
748
Facilities Technician I
Non - exempt
418
Senior Accounting Clerk
Non - exempt
442
Water Billing Specialist
Non - exempt
$34,691.80
$42,497.26
$50,303.24 Annual
GRADE 210
$16.6788
$20.4314
$24.1843 Hourly
660
Assets Coordinator
Non - exempt
450
Court Collections Specialist
Non - exempt
620
Courtroom Specialist
Non - exempt
434
Development Coordinator
Non - exempt
336
Engineering Aide
Non - exempt
749
Facilities Technician 11
Non - exempt
458
Project Coordinator
Non - exempt
547
Project Coordinator -CIP
Non - exempt
445
Police Records Specialist
Non - exempt
604
Senior Maintenance Associate
Non - exempt
$37,120.46
$45,471.92
$53,823.90 Annual
GRADE 211
$17.8464
$21.8615
$25.8769 Hourly
453
Court Operations Specialist
Non - exempt
242
Court Probation Monitor
Non - exempt
621
Senior Courtroom Specialist
Non - exempt
810
Crime Scene Specialist
Non- exempt
448
Dispatcher
Non - exempt
741
Equipment Operator
Non - exempt
438
Executive Assistant
Non - exempt
508
Fleet Technician 11
Non - exempt
744
Irrigation Control Technician
Non - exempt
466
Recreation Programmer
Non - exempt
750
Facilities Technician III
Non - exempt
704
Signs and Markings Technician
Non - exempt
$40,089.66
$49,110.10
$58,130.28 Annual
GRADE 212
$19.2739
$23.6106
$27.9473 Hourly
209
Accountant
Non - exempt
461
Community Development Coordinator
Non - exempt
616
Equipment Mechanic
Non - exempt
Marana Regular Council Meeting 06/21/2016
Page 102 of 298
"Fair Labor Standards Act
Effective June 25, 2016
Job Code Ed Job Title
426 Legal Assistant
FLSA** Status
Non - exempt
743 Senior Equipment Operator
Non - exempt
309 Technology Support Specialist I
Non - exempt
736 Water Operator I
Non - exempt
GRADE 213
539
Airport Operations Coordinator
Non - exempt
518
Building Inspector I
Non - exempt
315
Business Process Analyst
Non - exempt
522
Code Enforcement Officer
Non - exempt
525
Construction Inspector
Non - exempt
248
Crime Analyst
Non - exempt
534
Electric Pump and Well Technician
Non - exempt
514
Housing Rehabilitation Specialist
Non - exempt
510
Lead Fleet Technician
Non - exempt
520
Planner
Non - exempt
302
Plans Examiner
Non - exempt
526
Right of Way Inspector
Non - exempt
632
Senior Executive Assistant
Non - exempt
372
Traffic Signal Technician II
Non - exempt
532
Water Quality Inspector
Non - exempt
728
Water Reclamation Facility Mechanic
Non - exempt
730
Water Reclamation Operator I
Non - exempt
737
Water Operator II
Non - exempt
$43,297.54 $53,038.70 $62,780.90 Annual
$20.8161 $25.4994 $30.1831 Hourly
GRADE 214
516
Building Inspector II
Non - exempt
540
Community Response Manager
Non - exempt
215
Procurement Agent
Non- exempt
560
Engineering Specialist
Non - exempt
214
Payroll Administrator
Non - exempt
470
Police Records Supervisor
Non - exempt
464
Police Telecommunications Supervisor
Non - exempt
313
Technology Support Specialist II
Non - exempt
731
Water Reclamation Operator II
Non - exempt
$47,193.64 $57,812.04 $68,431.22 Annual
$22.6893 $27.7943 $32.8996 Hourly
Marana Regular Council Meeting 06/21/2016 Page 103 of 298
"Fair Labor Standards Act Effective June 25, 2016
Job Code FLSA** Status Minimum Midpoint Maximum
$51,913.16 $63,593.40 $75,274.16 Annual
GRADE 215
$24.9582 $30.5738 $36.1895 Hourly
519 Building Safety Coordinator Non - exempt
452 Court Supervisor Non - exempt
300 Senior Plans Examiner Non- exempt
373 Traffic Signal Technician III Non - exempt
•• • Me" 1111 - - N 97-A Z*Tn =91W
Shift Differential Pay $0.90 per hour Pay for employees who work between 6:00 p.m. and 6:00 a.m.
On -Call /Stand -By Pay $1.00 per hour Pay for employees who stand ready to work during non -work hours
when assigned.
Marana Regular Council Meeting 06/21/2016 Page 104 of 298
"Fair Labor Standards Act Effective June 25, 2016
Classified Sworn Positions
1k
Non-Ex .
.. Code Grade Job Title
807 POR *Police Recruit Non - Exempt Flat Rate
Annual $43,334.72
Hourly $20.8340
806 PO Police Officer Non- Exempt Minimum Midpoint Maximum
Annual $48,149.66 $50,557.26 $53,085.50
Hourly $23.1489 $24.3064 $25.5219
802 SGT Police Sergeant Non - Exempt Minimum Midpoint Maximum
Annual $69,541.42 $77,034.36 $84,527.30
Hourly $33.4334 $37.0358 $40.6381
800 LT Police Lieutenant Exempt Minimum Midpoint Maximum
Annual $82,769.02 $96,843.55 $110,918.08
801 CAP Police Captain Exempt Minimum Midpoint Maximum
Annual $91,045.40 $109,578.05 $128,110.69
Police Officer Special Assignments Pays
10% added to base pay
Detective
7.5% added to base pay
Lead Detective
5% added to base pay
Investigator
5% added to base pay
Lead Police Officer
5% added to base pay
Auto Theft Task Force
5% added to base pay
Counter Narcotics Alliance
5% added to base pay
DART
5% added to base pay
DEA Task Force
5% added to base pay
EOD (Explosives)
5% added to base pay
K9
5% added to base pay
Motorcycles
5% added to base pay
School Resource Officer (SRO)
5% added to base pay
SWAT
5% added to base pay
Volunteer Coordinator
One additional hour of pay per shift paid at time and
Field Training Officer
one -half rate when serving as FTO
31
Approved Assignments
Sworn)
Additional Pa for Sworn Positions (Applies onl to Non-Exempt
Shift Differential
Pay for employees who work between 6:00
$0.90 per hour
p.m. and 6:00 a.m.
On -Call /Stand -By Pay
$1.00 per hour Pay for employees who stand ready to work
during non -work hours as assigned.
"Fair Labor St rll�tRegular Council Meeting 06/21/2016 Page 105 of 298
Position is Non -Sworn Effective June 25, 2016
Unclassified Positions
••_ ie ••
Grade A
141 Communications Manager Exempt
260 Assistant to the Town Exempt
Manager p
Grade D
182 Deputy Chief of Police Exempt
$65,825.07 $82,281.07 $98,737.08 Annual
$94,978.12 $118,723.17 $142,467.17 Annual
$91,382.49 $116,513.36 $141,643.18 Annual
Town Officers Grade 1
Assistant Town Manager
144
Airport Director
Exempt
125
Building Safety Director
Exempt
114
Community Development
Exempt
p
Exempt
Director
Town Attorney
115
*Director of Economic
Exempt
p
Exempt
Development and Tourism
116
Human Resources Director
Exempt
136
Parks and Recreation
Exempt
p
Director
126
Planning Director
Exempt
180
Public Works Director
Exempt
134
Technology Services
Exempt
p
Director
106
Town Clerk
Exempt
146
Water Director
Exempt
$109,175.41 $139,198.24 $169,221.06 Annual
Town Officers Grade II
112
Assistant Town Manager
Exempt
110
Deputy Town Manager
Exempt
118
Finance Director
Exempt
138
Police Chief
Exempt
120
Town Attorney
Exempt
132
Town Engineer
Exempt
* Per Marana Town Code Section 3 -1 -1, this position is not defined as a Town Officer, however, pay falls within the same grade as
Town Officers Grade
Marana Regular Council Meeting 06/21/2016 Page 106 of 298
"Fair Labor Standards Act Effective June 25, 2016
Temporary Positions
480 Intern
271
824
831
Shift
differential
On -Call/
Stand -by
Non - exempt
$8.05
$13.50
$150.00
$300.00
Flat Rate
(half day session)
(full day session)
*if less than half day session rate is $50 per hour
$10.20
Flat Rate Hourly
$10.71
$16.57
Hourly
$13.50
Flat Rate Hourly
$10.20
Flat Rate Hourly
$10.20
Flat Rate Hourly
Judge Pro Tempore Exempt
Lifeguard Non - exempt
Lifeguard WSI Non - exempt
Management Intern Non - exempt
Recreation Aide
Sports Official
Non - exempt
Non - exempt
$0.90 per hour
$1.00 per hour
Pay for employees who work between 6:00 p.m. and 6:00 a.m.
Pay for employees who stand ready to work as assigned during non -work
hours when assigned.
Fair Labor e lar Council Meeting 06/21/2016 PageEIg f 2J8
any 25, 2016
Town of Marana
Fiscal Year 2017 Team Performance Pay Adjustment
The Fiscal Year 2017 budget includes a team performance pay adjustment. Team performance pay is
based on performance and behavior that is aligned with the Town's strategic plan, policies, directives
and cultural values (dedicated service, respect, teamwork and engaged innovation). This adjustment
takes into consideration the Town's pay philosophy to maintain a competitive position in the market and
to recognize and reward employees who push the organization toward excellence.
The Fiscal Year 2017 budget contains funding to grant eligible employees a team performance pay
adjustment of up to 3.5% of base salary or, for those at the top of their pay range, a lump sum payment
of up to 3.5% of base salary for those who exemplify our cultural values. This action will contribute
towards accomplishing the Town's strategic goal for attracting and retaining quality professional staff
who exemplify the commitment to service.
Eli ig bility
1. Regular full- and part -time classified, and unclassified employees hired on or before July 1, 2015
and not at the top of their pay range are eligible to receive the team performance pay adjustment if
not otherwise disqualified by the criteria set forth below.
2. Regular full- and part -time classified, and unclassified employees hired on or after July 2, 2015 but
before January 1, 2016 and not at the top of their pay range are eligible to receive a prorated team
performance pay adjustment if not otherwise disqualified by the criteria set forth below.
3. Regular full- and part -time classified, and unclassified employees who are at the top of their pay
range are eligible to receive a lump sum payment of up to 3.5% of base salary for team performance
if not otherwise disqualified by the criteria set forth below. The lump sum payment will not be made
by a separate check.
4. Regular full- and part -time classified, and unclassified employees who have received a written
reprimand for an infraction or performance issue that occurred during Fiscal Year 2016 are eligible
to receive 2.0% less pay, than they would have received otherwise based on the criteria herein.
However, a department head has the option to seek approval from the Town Manager for a 6 month
delayed pay adjustment regarding the withheld 2.0% if no further written reprimands or actions
identified in section 6 below are issued to the employee during that 6 month period.
5. Employees hired on or after January 1, 2016 are not eligible to receive this team performance pay
adjustment.
6. Employees who have been on Leave without Pay (LWOP) for more than 6 months, suspended,
involuntarily demoted, have received more than 1 written reprimand, or a Work Improvement Plan
(WIP) for infractions or performance issue that occurred during Fiscal Year 2016 are not eligible to
receive this team performance pay adjustment. However, a department head has the option to seek
approval from the Town Manager for a 6 month delayed pay adjustment regarding the withheld
Page 1 of 2
Marana Regular Council Meeting 06/21/2016 Page 108 of 298
adjustment if no further written reprimands or actions identified in this section are issued to the
employee during that 6 month period.
7. Employees (i.e. Lifeguards, Sports Officials, Interns, etc.) paid from the salary schedule for
temporary positions, term - limited temporary (TLT), and short -term temporary (STT) employees are
not eligible to receive this team performance pay adjustment.
8. Contract employees (Town Manager and Town Magistrate) are not eligible to receive this increase.
Implementation
1. No adjustment to base pay shall cause an employee's salary to exceed the maximum of the grade for
the employee's position.
2. Calculation of the increase will be based on an employee's regular base pay rate, exclusive of other
types of compensation (i.e. special assignment pay, overtime pay, shift differential, etc.)
Pay Administration
1. Eligible employees will receive the increase or lump sum payment with the paycheck beginning July
29, 2016.
2. Compensation will be paid in accordance with the Town's bi- weekly regular payroll cycle.
3. Compensation will be subject to normal payroll taxes and other regular payroll deductions.
4. Compensation will be subject to pension contributions as provided by state law.
5. Federal and State withholding will be calculated based on the current exemptions on file.
2
Marana Regular Council Meeting 06/21/2016 Page 109 of 298
PROJECT NAME
Adonis Secondary Access
2016 - 20VPW201�18 20119 2019 - 2020
Aerie Drive Pavement Restoration
Airport Control T ower
Airpor Drainag Improvements
Airport Master Plan Update
Airport Safety Lighting & Signage
Airport Terminal
Avra Valley Rd Pavement Reconstruct
Camino Martin / Jeremy Place Restor
Cap Canal Trailhead Improvements
Cap Subcontract - Nia Reallocation
Cmo De Oeste, Thornydale, Widening
Coachline Blvd, Reconstruction
Constructed Recharge For Effluent
Continental Ranch 16, Reconstuct
Continental Ranch 17, Reconstuct
Continental Reserve 24 -Inch Tie -In
Cracker Barrel Road Restoration
Crossroads Park Play Area Addition
El Rio Open Space Area Master Plan
Fire Protection Water Line
Gladden Farms Rd, Reconstruction
1 -10 At Marana Rd, Landscaping
1 -10 At Twin Peaks Rd, Landscaping
Ina Rd Bridge
Ina Rd Pavement Reconstruction
Ina Rd, Rt Turnbay To Oldfather Rd
Land Acquisition For Approaches
Marana Park Reservoir
Marana Park Well
Marana Public Safety Facility
Marana Road Realignment
Marana Water Reclaim 1.SMgd Expand
2020-2021 Grand Total
PROJECT NAME I 'Ift L� 2016 - 20 2017 - 2018 2018 - 2019 - 2020 2020 - 2021 Grand MM
Ora Mae Harn Park Ball Field Imprv�
Ora Mae Harn Park Parking Reconstrc
Patton Rd, At Grade RR Crossing
Picture Rocks Interconnect
Pines 1, Road Stabilization Fy2016
Rehab Transnt, Td, Heli, Termnl Apr
Rehabilitate Taxiway C
Runway 12 -30, Taxiway A, Extend E
Runway 3 -21 And Taxiway B Extension
Runway Papi Replacements
Runway- Taxiway Led Lighting Upgrade
Sanders Rd 24 -Inch Water Line
Santa Cruz Shared Iii (2009 -16)
Santa Cruz Sup At Calportland
Santa Cruz Sup El Rio To Avra Val
Scada And Integrated Telemetry
Sewer Conveyance System Rehab
Silverbell Rd Sidewalk, Tp To Coach
Soccer Field, North Marana
Tangerine Cooridor Community Park
Tangerine Rd Cooridor, 110 To Town
Tangerine W, X -Zone Booster & Pry
Tangerine X -Zone 16" Water Main
Tangerine X -Zone Resrvr /Boost Upgrd
Tangerine /Downtwn Sewer Convey Sys
Twin Peaks Well
Update To Far Part 150 Noise Study
W +Zone 1 -10 16 ", Sanlucas Intrcnnct
Grand Total
94,129, 50,858,195 12,692,040 8,564,500 24,615,500 190,859,364
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Council - Regular Meeting A2
Meeting Date: 06/21/2016
To: Mayor and Council
From: Erik Montague, Finance Director
Date: June 21, 2016
Strategic Plan Focus Area:
Commerce, Community, Heritage, Recreation, Progress & Innovation
Strategic Plan Focus Area Additional Info:
The ability to set the Town's expenditure limitation at the local level under the Home Rule Option
is critical in providing essential services described in all sections of the Town's Strategic Plan.
Subject: PUBLIC HEARING: Relating to Alternative Expenditure Limitation (Home Rule
Option); public hearing pursuant to A.R.S. section 41- 563.01 regarding the proposed
extension of the alternative expenditure limitation for the Town of Marana (Erik
Montague)
Discussion:
The Arizona Constitution and Arizona Revised Statutes impose an annual expenditure limitation
on Arizona cities and towns. Article IX of the Arizona Constitution also allows for a city or town
to adopt a local alternative expenditure limitation, or Home Rule Option, with the approval of the
majority of the qualified voters of the city or town. The Home Rule Option allows the community
to determine what its spending limits will be at the local level rather than the formula -based limit
imposed by the State of Arizona. Under the Home Rule Option, if approved, total expenditures
for the city or town are determined at the time of budget adoption and may exceed those imposed
by the State of Arizona. The Home Rule Option is in effect for four consecutive years once it is
approved.
In 1985, and every four years thereafter, the residents of the Town of Marana voted to adopt the
Home Rule Option. The current Home Rule Option was passed on May 21, 2013 and is in effect
through fiscal year 2016 -2017. Traditionally, this item has been sent to the voters in a spring
candidate election cycle. However, consolidated elections law now requires that this item be
considered at the same time as candidate elections which will occur this calendar year.
Marana Regular Council Meeting 06/21/2016 Page 112 of 298
Without the Home Rule Option, Town expenditures may not exceed those set forth in the State
Constitution. The State's limitation is determined by an expenditure base that was established in
1979 -80, adjusted for inflation and population growth over the years.
For example, the estimated State - imposed limitation, including estimated constitutionally
excludable expenditures, for fiscal year 2017 -2018 is $54,083,555, while the Town's estimated
expenditure limitation under the Home Rule Option, based upon estimated revenues, is
$118,118,409. That represents an estimated $64,034,854 reduction in estimated expenditures.
The following table represents estimated revenues, expenditures and the difference between the
State's imposed limitation.
Projected Difference
Projected
Town Town State - Imposed Town - Estimated
Fiscal year Estimated Estimated Expenditure Expenditures
Y Limitation p
Revenue Expenditures (Including Includin and
osed
Estimated Exclusions) State-Imposed
lk Limitation
2017 -2018 $118,118,409 $118,118,409 $54,083,555-1 _ $64,034,854
_
[2018-20Mr_
81,101,846 _ 81,101,846 i ce 48,300,2821F 32,801,5641
[2019-2020 78,234,286 J 11 48,707,896 29,526,390
2020 -2021 F 95,496 118 95 496 118 52 756 7291 42 739 3891
The table above clearly illustrates the importance of the Home Rule Option. This is especially
true for faster growing communities like Marana. Without the Home Rule Option, the Town
would be mandated to cut expenditures and services like street maintenance, public safety,
community development, and parks and recreation programs to comply with the State imposed
limitation despite receiving revenues well in excess of the limitation. The worksheets attached to
this item provide a more detailed analysis of the aforementioned calculations.
With approval of the Council, residents of the Town will be asked to vote on the Home Rule
Option on the November 8, 2016 General Election ballot. If the ballot measure passes, the Home
Rule Option will take effect for fiscal years 2017 -18 through 2020 -2021.
Prior to scheduling an election for the Home Rule Option, the Council must conduct at least two
public hearings. All required notices of public hearings were properly posted in accordance with
State Statute. This is the first of two public hearings on the Alternative Expenditure Limitation.
The second public hearing will be held on June 28, 2016, after which the Council may consider
the adoption of a resolution authorizing the Home Rule Option to be submitted to the voters of the
Town of Marana.
Financial Impact:
Marana Regular Council Meeting 06/21/2016 Page 113 of 298
The Home Rule Option allows the community to set the expenditure limit at the local level based
upon existing resources. Without the Home Rule Option, the Town would be mandated to cut
expenditures and services like street maintenance, public safety, community development, and
parks and recreation programs to comply with the State imposed limitation. Revenues received in
excess of the State imposed limit could not be spent on essential services.
Staff Recommendation:
Public Hearing only.
Suggested Motion:
Public Hearing only.
Attachments
Home Rule - Draft Summary and Detailed Analysis
Marana Regular Council Meeting 06/21/2016 Page 114 of 298
DRAFT
ALTERNATIVE EXPENDITURE LIMITATION
(Home Rule Option)
SUMMARY ANALYSIS
The voters of the Town of Marana on May 21, 2013 adopted an alternative expenditure limitation (Home Rule
Option). The purpose of this election is for the continued use of the Home Rule Option.
Pursuant to the Arizona State Constitution, the Town of Marana seeks voter approval to adopt a Home Rule
Option to apply to the town for the next four years beginning in 2017 -2018. Under a Home Rule Option if
approved by the voters, the town estimates it will be allowed to expend approximately $118,118,409 in 2017-
2018, $81,101,846 in 2018 -2019, $78,234,286 in 2019 -2020 and $95,496,118 in 2020 -2021.
With approval of the Home Rule Option, the town will utilize the expenditure authority for all local budgetary
purposes including general government, public safety, highways and streets, economic and community
development, culture and recreation, water utility, wastewater utility, airport, debt service and capital
improvement projects.
Under the state - imposed limitation the town estimates it will be allowed to expend approximately $54,083,555
in 2017 -2018, $48,300,282 in 2018 -2019, $48,707,896 in 2019 -2020 and $52,756,729 in 2020 -2021 for the
operation of your local government. These expenditure estimates include expenditures of constitutionally
excludable revenues.
The amount of revenue estimated to be available to fund the operation of your town government is
$118,118,409 in 2017 -2018, $81,101,846 in 2018 -2019, $78,234,286 in 2019 -2020 and $95,496,118 in 2020-
2021. These revenue estimates are the same under the Home Rule Option or the state - imposed expenditure
limitation. (The town property tax shall be limited to the amount prescribed in the Arizona State Constitution.)
Any and all dollar figures presented in this summary are estimates only and are based upon information
available at the time of preparation of this analysis. The budget and actual expenditures in any of the four
years may be more or less than the expenditures noted above depending on available revenue.
If no alternative expenditure limitation is approved, the state - imposed expenditure limitation will apply to the
town.
Marana Regular Council Meeting 06/21/2016 Page 1 of 3 Page 115 of 298
DRAFT
ALTERNATIVE EXPENDITURE LIMITATION
(Home Rule Option)
SUMMARY ANALYSIS WORKSHEET
POPULATION FACTOR COMPUTATION
Fiscal Year
Prior Fiscal Year
Population
/
1978 Population
=
Population Factor
2017 -2018
44
/
1
=
31.2982
2018 -2019
46
/
1
=
32.4912
2019 -2020
47
/
1
=
33.6140
2020 -2021
49
/
1
=
34.8070
STATE - IMPOSED EXPENDITURE LIMITATION
Marana Regular Council Meeting 06/21/2016 Page 2 of 3 Page 116 of 298
Projected State-
Imposed
Total
Expenditures
1979 -80 Base
Population
Expenditure
Estimated
Under State -
Fiscal Year
Limit
x
Factor
x
Inflation Factor
=
Limitation
+
Exclusions
=
Imposed Limit
2017 -2018
$ 202
x
31.2982
x
2.9160
=
$ 18, 457, 454
+
$ 35, 626,101
=
$ 54, 083, 555
2018 -2019
202
x
32.4912
x
2.9743
=
19, 544, 089
+
28, 756,193
=
48, 300, 282
2019 -2020
202
x
33.6140
x
3.0442
=
20, 694, 660
+
28, 013, 236
=
48, 707, 896
2020 -2021
$ 202
x
34.8070
x
3.1046
=
$ 21, 854, 313
+
$ 30, 902, 416
=
$ 52, 756, 729
Marana Regular Council Meeting 06/21/2016 Page 2 of 3 Page 116 of 298
DRAFT
ALTERNATIVE EXPENDITURE LIMITATION
(Home Rule Option)
DETAILED ANALYSIS
Pursuant to the Arizona State Constitution, the Town of Marana as authorized by Resolution No. 2016 -
passed on , 20 will seek voter approval to adopt an alternative expenditure limitation (Home
Rule Option) to apply to the Town for the next four years beginning in 2017 -2018.
Under a Home Rule Option if approved by the voters, the town estimates it will be allowed to expend
approximately $118,118,409 in 2017 -2018, $81,101,846 in 2018 -2019, $78,234,286 in 2019 -2020 and
$95,496,118 in 2020 -2021.
With approval of the Home Rule Option, the town will utilize the expenditure authority for all local budgetary
purposes including general government, public safety, highways and streets, economic and community
development, culture and recreation, water utility, wastewater utility, airport, debt service and capital
improvement projects. We estimate that the expenditures for the next four years under the Home Rule Option
will be as follows:
ESTIMATED AMOUNTS TO BE EXPENDED IN SPECIFIC AREAS
Purpose
2017 -2018
2018 -2019
2019 -2020
2020 -2021
General Government
$ 22
$ 23
$ 23
$ 24
Public Safety
13
13
14
14
Highways and Streets
6
6
6
6
Economic and Community
Development
6
6
6
6
Culture and Recreation
3
3
3
4
Water Utility
4
5
5
5
Wastewater Utility
1
1
1
1
Airport
481
492
505
516
Debt Service
8
8
8
7
Capital Improvement Projects
50
12
8
24
Total Expenditures
$118,118,409
$ 81
$ 78,234
$ 95
If approved, the expenditures authorized will be funded from revenues obtained from federal, state and local
sources. It is estimated that the amount of revenue from each source for the next four years will be as follows:
ESTIMATED AMOUNTS OF REVENUE FROM EACH AND ANY SOURCE
Source
2017 -2018
2018 -2019
2019 -2020
2020 -2021
Federal
$ 5
$ 5
$ 5
$ 5
State
19
42
34
51
Local
93, 356, 623
33, 383, 046
38, 209, 539
38, 310,168
Total Expenditures
$118,118,409
$ 81
$ 78
$ 95
(The town property tax shall be limited to the amount prescribed in the Arizona State Constitution).
In determining the revenue sources to fund the authorized additional expenditures under the alternative
expenditure limitation, it is assumed that the federal, state and local revenues received by the town will
continue to be available in 2017 -2018 as they have for the past four years. Their continued availability is also
assumed for the next three consecutive years following 2017 -2018.
Any and all dollar figures shown in this analysis are estimated figures only and are based upon information
available at the time of preparation of this report. The budgets and actual expenditures in any given year may
be more or less than the figures noted above depending on available revenues. The actual expenditure
limitation for each fiscal year shall be adopted as an integral part of the budget for that fiscal year.
Marana Regular Council Meeting 06/21/2016 Page 3 of 3 Page 117 of 298
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Council - Regular Meeting A3
Meeting Date: 06/21/2016
To: Mayor and Council
From: Lisa Shafer, Community Development Director
Date: June 21, 2016
Strategic Plan Focus Area:
Community
Strategic Plan Focus Area Additional Info:
Principal Statement -- We will maintain and enhance our reputation as a safe and well - planned
community.
Initiative: Leverage the Town's coordinating capability to facilitate enhanced customer
interaction with multiple governmental and external agencies.
Subject: Ordinance No. 2016.007 Relating to Finance; exempting the Community Food Bank,
Inc.'s Marana Community Food Bank expansion project from certain Town of Marana
development and building fees (Lisa Shafer)
Discussion:
The Marana Community Food Bank (MCFB) has operated in the same 800 - square -foot building
almost continuously for more than 60 years. Due to the increase in demand for services, the
MCFB struggles to meet the need seen every day. The current setup includes space for a 21 -seat
client lobby, client intake rooms that sorely lack privacy, and office space for six employees. As a
solution to this very big problem, Cottonwood Properties has donated to the MCFB two 24'x 60'
modular office buildings allowing them to expand their current operations.
The expansion would enable MCFB to provide more health, wellness, education and advocacy
services to residents that they currently cannot. These two additional buildings would afford the
food bank larger client waiting rooms to allow for enough space so that clients would not have to
stand outside the building in the extremely hot or cold weather as well as larger client food
distribution and consulting space. These buildings could also provide space for services not
currently available; potentially including a diaper bank, child nutrition education classes,
financial literacy courses, and increased client advocacy efforts.
Marana Regular Council Meeting 06/21/2016 Page 118 of 298
Even though these buildings are being donated, there are substantial costs associated with moving
and setting up the new offices. Just transporting and setting up the buildings on the property is
anticipated to cost approximately $40,000. The Marana Food Bank has been actively searching
out funding opportunities and has approached the Town in hopes that the Town could support this
project by waiving all review, permitting and inspection fees contributed to our Development
Services Departments. It is anticipated that these costs will combine to not exceed $5,000. Staff
is requesting authorization from the Town Council to waive all internal Town fees that are
associated with plan review, permitting or inspection.
Financial Impact:
Fiscal Year: 2017
Budgeted Y/N: N
Amount: $5,000
This request would authorize the waiving of up to $5,000 for review, permitting and inspection
fees associated with the placing of two modular units for the Marana Food Bank.
Staff Recommendation:
Staff recommends approval of Ordinance No. 2016.007.
Suggested Motion:
I move to adopt Ordinance No. 2016.007, exempting the Community Food Bank, Inc.'s Marana
Community Food Bank expansion project from certain Town of Marana development and
building fees.
Attachments
Ordinance No. 2016.007
Marana Regular Council Meeting 06/21/2016 Page 119 of 298
MARANA ORDINANCE NO. 20169007
RELATING TO FINANCE; EXEMPTING THE COMMUNITY FOOD BANK, INC.' S
MARANA COMMUNITY FOOD BANK EXPANSION PROJECT FROM CERTAIN TOWN
OF MARANA DEVELOPMENT AND BUILDING FEES
WHEREAS the Town Council is authorized by A.R.S. § 9- 240(A) to control the finances
of the Town; and
WHEREAS the Town Council has adopted a comprehensive fee schedule for the Town
which includes various fees that apply to development and building projects within the Town;
and
WHEREAS the Town Council, via Ordinance No. 2011.015, adopted an amended
building plan review and building permit fee schedule on June 21, 2011, which was made a
public record by and attached as Exhibit A to Resolution No. 2011 -065; and
WHEREAS the Community Food Bank, Inc. ( "Food Bank ") is a non - profit corporation
providing Southern Arizona with a multitude of food - related programs and services including
emergency food distribution, child hunger programs, home and community gardening, farmers'
markets, and SNAP (food stamp) application; and
WHEREAS on February 19, 2013, the Town Council adopted Resolution No. 2013 -014,
formally recognizing and thanking the Food Bank for its past efforts at the Marana Heritage
River Park and its continued work at the Marana Community Food Bank, and authorizing the
Town Manager to provide the Town's support and assistance to the Food Bank; and
WHEREAS the Food Bank has acquired two 24'x 60' modular office buildings which the
Food Bank intends to use to expand the current operations of the Marana Community Food Bank
(the "expansion project "); and
WHEREAS the Town Council finds that exempting the Marana Community Food Bank
expansion project from certain Town of Marana fees as set forth in this ordinance is in the best
interests of the Town and its residents.
NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND COUNCIL OF THE
TOWN OF MARANA, as follows:
SECTION 1. Except as set forth otherwise herein, the Food Bank's Marana Community
Food Bank expansion project is hereby exempted from any and all applicable Town of Marana
fees included in the Town's comprehensive fee schedule as adopted by the Town Council and
amended from time to time and from building plan review fees and building permit fees adopted
Marana Ordinance No. 2016.007 - 1 -
Marana Regular Council Meeting 06/21/2016 Page 120 of 298
via Ordinance No. 2011.015 as they may be amended from time to time. Notwithstanding the
waiver of these fees, the expansion project shall still be required to go through the Town's
normal review and permitting process.
SECTION 2. The exemption set forth in section 1 of this ordinance shall not apply to
the following:
A. Fees that are paid into or out of a Town enterprise fund, as those funds are defined
in the Town's legally adopted budget.
B. Any and all development impact fees adopted by the Town.
SECTION 3. The various town officers and employees are authorized and directed to
perform all acts necessary or desirable to give effect to this ordinance.
SECTION 4. All ordinances, resolutions, or motions and parts of ordinances, resolutions,
or motions of the Council in conflict with the provisions of this ordinance are hereby repealed,
effective as of the effective date of this ordinance.
SECTION 5. If any section, subsection, sentence, clause, phrase or portion of this
ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of
competent jurisdiction, the decision shall not affect the validity of the remaining portions of this
ordinance.
SECTION 6. This ordinance is administrative, and shall be effective immediately.
PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA,
ARIZONA, this 21st day of June, 2016.
Mayor Ed Honea
ATTEST:
Jocelyn C. Bronson, Town Clerk
APPROVED AS TO FORM:
Frank Cassidy, Town Attorney
Marana Ordinance No. 2016.007 -2-
Marana Regular Council Meeting 06/21/2016 Page 121 of 298
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Council - Regular Meeting A4
Meeting Date: 06/21/2016
To: Mayor and Council
From: Keith Brann, Town Engineer
Date: June 21, 2016
Strategic Plan Focus Area:
Commerce, Community, Progress & Innovation
Strategic Plan Focus Area Additional Info:
Commerce
1.1 Update the Land Development Code to enhance simplicity, understanding and ease of use
The subdivision street standards are a key companion document to the land development
code
Community
1.6 Explore and research innovative community planning ideas for incorporation into processes,
procedures, and codes
The subdivision street standards achieve these goals
Innovation
1.5 Research and develop policies that support choices for environmental design and energy
efficient construction
The new subdivision street standards include a narrowed local street section, saving
construction costs, maintenance costs, and reducing the heat island effect
2.1 Create and engage multi - disciplinary work teams to ensure that in -house and external projects
incorporate best practices, effective communications, and serve multiple service delivery goals
2.2 Facilitate formal and informal two -way communication with employees and among and
between departments to ensure better outcomes and avoid missed opportunities
The team assembled to revise the standards included engineering, public works, and
planning. We additionally met with stakeholders that included SAHBA, MPA, developers,
NWFD, and the consulting community.
Subject: Ordinance No. 2016.008: Relating to Development; adopting the 2016 Marana
Subdivision Street Standards and the 2016 Marana Standard Details; and establishing
an effective date (Keith Brann)
Resolution No. 2016 -067: Relating to Development; declaring as a public record filed
Marana Regular Council Meeting 06/21/2016 Page 122 of 298
with the Town Clerk the amendments adopted by Ordinance No. 2016.008, adopting
the 2016 Marana Subdivision Street Standards and the 2016 Marana Standard Details
(Keith Brann)
Discussion:
The Marana subdivision street standards were originally adopted by council in May of 2004. The
section dealing with alternative access was updated in April of 2013. Town staff has been
working internally for some time to update the entire street standards manual. A presentation of
substantive changes was made to the council at its April 19th session. Staff has also met with the
technical advisory committees of SAHBA and the MPA as well as holding an open technical
comment session at Town hall. In general, most of the comments received have not caused
significant changes to the draft text first sent to stakeholders in March of 2016. There have been
further refinements by staff in a few areas. Final substantive changes will be discussed tonight.
Staff Recommendation:
Staff recommends adoption of Ordinance 2016.008 and Resolution 2016 -067, adopting the 2016
Marana Subdivision Street Standards and Marana Standard Details and making them a public
record.
Suggested Motion:
I move to adopt Ordinance 2016.008 and Resolution 2016 -067, adopting the 2016 Marana
Subdivision Street Standards and Marana Standard Details and making them a public record.
Attachments
Ordinance No. 2016.008
Resolution No. 2016 -067
Rso Exh A Standards
Rso ExhB 1 details cover
Rso Exh132 details 100 series
Rso Exh133 details 500 series
Rso Exh134 details 600 series
Rso ExhB 5 details 700 series
Substantive Changes
Comments
Redline old to new standards
Marana Regular Council Meeting 06/21/2016 Page 123 of 298
MARANA ORDINANCE NO. 20169008
RELATING TO DEVELOPMENT; ADOPTING THE 2016 MARANA SUBDIVISION
STREET STANDARDS AND THE 2016 MARANA STANDARD DETAILS; AND
ESTABLISHING AN EFFECTIVE DATE
WHEREAS the Marana subdivision street standards were originally adopted on May 4,
2004 by Marana Ordinance No. 2004.08; and
WHEREAS Section 4.14 ( "Subdivision Access ") of the 2004 subdivision street standards
was amended by Marana Ordinance No. 2013.008 adopted April 16, 2013; and
WHEREAS Town staff has been working internally and with external stakeholders for
some time to update the entire street standards manual and to create a set of Town standard
details; and
WHEREAS the Mayor and Council of the Town of Marana find that the standard details
and the revised subdivision street standards adopted by this ordinance are in the best interests of
the Town of Marana and the general public.
NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND COUNCIL OF THE
TOWN OF MARANA, as follows:
SECTION 1. The 2016 Marana Subdivision Street Standards and the 2016 Marana
Standard Details; three copies of each of which are on file in the office of the Town Clerk of the
Town of Marana, Arizona; which were made a public record by and are attached as Exhibit A
and Exhibit B, respectively, to Marana Resolution No. 2016 -067; are hereby referred to, adopted
and made a part of this ordinance as if fully set out here.
SECTION 2. The Town Engineer is authorized to make changes to the 2016 Marana
Standard Details of a clarifying or clerical nature.
SECTION 3. The various Town officers and employees are authorized and directed to
perform all acts necessary or desirable to give effect to this ordinance.
SECTION 4. All ordinances or parts of ordinances in conflict with the provisions of this
ordinance are repealed as of the effective date of this ordinance.
SECTION 5. If any section, subsection, sentence, clause, phrase or portion of this
ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of
competent jurisdiction, the decision shall not affect the validity of the remaining portions of this
ordinance.
SECTION 6. All engineering plans in conflict with the 2016 Subdivision Street Standards
Manual and 2016 Marana Standard Details that have not been approved as of the effective date
00047117.DOCX /1
Marana Ordinance No. 2016.008 - 1 - 6/15/2016 2:20 PM FJC
Marana Regular Council Meeting 06/21/2016 Page 124 of 298
of this ordinance shall be revised to bring them into compliance with the 2016 Subdivision Street
Standards Manual and 2016 Marana Standard Details.
SECTION 7. All engineering plans in conflict with the 2016 Subdivision Street Standards
Manual and 2016 Marana Standard Details that have been approved on or before the effective
date of this ordinance shall be exempt from this ordinance if construction of the improvements
shown on the plans is begun no later than October 31, 2016, and is thereafter diligently pursued
to completion. Otherwise, the plans shall be revised to bring them into compliance with the 2016
Subdivision Street Standards Manual and 2016 Marana Standard Details.
SECTION 8. This ordinance is effective on July 25, 2016.
PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF
MARANA, ARIZONA, this 21 " day of June, 2016.
Mayor Ed Honea
ATTEST:
Jocelyn C. Bronson, Town Clerk
APPROVED AS TO FORM:
Frank Cassidy, Town Attorney
00047117.DOCX /1
Marana Ordinance No. 2016.008 -2- 6/15/2016 2:20 PM FJC
Marana Regular Council Meeting 06/21/2016 Page 125 of 298
MARANA RESOLUTION NO. 2016-067
RELATING TO DEVELOPMENT; DECLARING AS A PUBLIC RECORD FILED WITH
THE TOWN CLERK THE AMENDMENTS ADOPTED BY ORDINANCE NO. 2016.008
ADOPTING THE 2016 MARANA SUBDIVISION STREET STANDARDS AND THE 2016
MARANA STANDARD DETAILS
BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE TOWN OF
MARANA, ARIZONA, that the 2016 Marana Subdivision Street Standards, a copy of which is
attached to and incorporated in this resolution as Exhibit A, and the 2016 Marana Standard De-
tails, a copy of which is attached to and incorporated in this resolution as Exhibit B; and three
copies of each of which are on file in the office of the Town Clerk, are hereby declared to be a
public record and ordered to remain on file with the Town Clerk.
PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF
MARANA, ARIZONA, this 21 st day of June, 2016.
Mayor Ed Honea
ATTEST:
Jocelyn C. Bronson, Town Clerk
00047115.DOCX /1
Marana Resolution No. 2016 -067
Marana Regular Council Meeting 06/21/2016
APPROVED AS TO FORM:
Frank Cassidy, Town Attorney
6/15/2016 9:20 AM FJC
Page 126 of 298
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Marana Regular Council Meeting 06/21/2016 Page 128 of 298
TABLE OF CONTENTS
CHAPTER & SECTION
1.0 INTRODUCTION AND PURPOSE ........................ ...............................
1
1.1
Introduction ............................................ ...............................
1
1.2
Purpose .................................................. ...............................
1
1.3
Applicability ........................................... ...............................
2
2.0 FUNCTIONAL CLASSIFICATION AND REGULATIONS ..........................
2
2.1
Functional Classification .............................. ...............................
2
2.2
Incorporated Regulations Adopted by Reference .. ...............................
3
3.0 TRAFFIC STUDIES .......................................... ...............................
3
4.0 STREET LAYOUT AND GEOMETRIC DESIGN ........ ...............................
4
4.1
Street Layout ............................................ ...............................
4
4.2
Cul -de -sacs .............................................. ...............................
5
4.3
Design Speed ............................................ ...............................
6
4.4
Design Vehicle .......................................... ...............................
6
4.5
Horizontal Alignment .................................. ...............................
7
4.6
Vertical Alignment ..................................... ...............................
7
4.7
Intersection Alignments ............................... ...............................
9
4.8
Intersection Sight Distance ........................... ...............................
9
4.9
Driveway Access Requirements ...................... ...............................
10
4.10
Roadway Superelevation ............................... ...............................
11
4.11
Roadway Drainage Crossings ......................... ...............................
11
4.12
Mountainous Terrain ................................... ...............................
11
4.13
Environmentally Sensitive Roadways ............... ...............................
12
4.14
Alternative Access ...................................... ...............................
12
5.0 RIGHT OF WAY ................................................ ............................... 13
6.0 ELEMENTS IN THE CROSS SECTION .................... ...............................
14
6.1
Travel Lanes ............................................. ...............................
14
6.2
Curbing .................................................. ...............................
14
6.3
Sidewalks ................................................ ...............................
14
6.4
Shoulders ................................................ ...............................
15
6.5
Roadside Clear Zone ................................... ...............................
16
6.6
Roadside Vehicle Barriers ............................. ...............................
16
6.7
Pedestrian Barricade Railing .......................... ...............................
16
6.8
Roadside Ditches ....................................... ...............................
16
6.9
Cut and Fill Slopes ..................................... ...............................
16
6.10
Landscaping in the Public Right -of- Way ........... ...............................
17
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7.0 SUPPLEMENTAL ELEMENTS ............................. ............................... 18
7.1 Turning Lanes .......................................... ............................... 18
8.0 UTILITIES ....................................................... ............................... 18
BE
DRAINAGE ...................................................... ............................... 19
9.1 Street Drainage .......................................... ............................... 19
9.2 Storm Drain Design ..................................... ............................... 19
9.3 Erosion Control Cut -Off Walls ........................ ............................... 19
9.4 Curb Openings .......................................... ............................... 20
10.0 PAVEMENT DESIGN ......................................... ............................... 20
11.0 TRAFFIC CONTROL SIGNAGE AND PAVEMENT MARKINGS .................. 22
12.0 NEIGHBORHOOD TRAFFIC MANAGEMENT .......... ............................... 23
13.0 DESIGN EXCEPTIONS ....................................... ............................... 23
14.0 DEFINITIONS ................................................... ............................... 25
15.0 REFERENCES ................................................... ............................... 25
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1.0 INTRODUCTION & PURPOSE
1.1 Introduction
The majority of these standards were originally prepared by the Pima County Department of
Transportation and Flood Control District ( PCDOT & FCD). They were modified to address the
specific conditions and needs of the Town of Marana, and were first adopted by Mayor and
Council under Marana Ordinance 2004.08 in May of 2004. These standards, as presented in this
manual, represent requirements for the preparation of subdivision plats, development plans,
improvement plans and master planning documents. These standards apply equally to both
public and private local roadways within all subdivisions and land development roadway
construction or reconstruction within the Town of Marana, and are intended to be consistent with
national standards and local policies and procedures. These standards are guidelines, which will
be enforced as written; however, it is recognized that there are situations for which these
standards may not be applicable. In these cases, and in cases of conflict or contradiction, sound
engineering judgment consistent with accepted practice and approved in writing by the Town
Engineer shall be used.
Those portions of these standards prepared by PCDOT & FCD ( "Subdivision Street Standards ",
Oct. 1989) have been reproduced herein under permission by Pima County.
1.2 Purpose
These standards are intended to provide for the public health, safety and welfare of the traveling
public. They are minimum standards for local streets which, if not met or exceeded, could create
deficiencies resulting in a threat to public health, safety and welfare, as well as higher user costs
and public losses. They have been adopted to reduce maintenance and liability costs borne by the
residents of Marana.
In order to be responsive to the needs of roadway users within proposed and existing residential
neighborhoods, these street development standards have been established to:
• Provide for streets of suitable location, width, and improvement to safely accommodate
vehicular, cyclist, and pedestrian, traffic;
• Afford satisfactory access to emergency services, sanitation, school bus, street
maintenance, and utility equipment;
• Coordinate street improvements, both public and private, so as to create a convenient
system and avoid undue hardships to adjoining properties;
• Establish safe, effective, efficient, sustainable and attractive multi -modal transportation
systems, which provide linkages and interconnectivity of developments;
• Provide adequate continuity, length, and width for walkways;
• Provide for visual and functional enhancement of streets and walkways through the use
of natural and introduced landscapes;
• Encourage traffic management plans by private developers;
• Design streets to balance traffic between vehicular, cyclist, and pedestrian traffic; and
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• Provide a street network design that includes enhanced safety and aesthetic
characteristics and encourages curvilinear streets, streetscaping, and route continuity
between neighborhoods.
1.3 Applicability
These standards are intended to apply to all residential subdivisions in the Town.
2.0 FUNCTIONAL CLASSIFICATION AND INCORPORATED REGULATIONS
2.1 Functional Classification
There are four broad functional classifications of streets as defined by the American Association
of State Highway and Transportation Officials (AASHTO): local, collector, arterial, and freeway
(limited access). This document is limited in concern to the design characteristics of local streets
associated with subdivisions and developments, with particular attention to residential land
development.
1. Local Streets: Local streets serve as access to residences, businesses or other abutting
properties. Local streets are generally two -lane undivided roads with at -grade intersections
and may have frequent driveway access. Local streets are intended and designed to
provide access to abutting residential areas and carry this traffic to collector roadway
systems. The design volume of these streets should be less than 1000 average trips per day
(Average Daily Traffic (ADT)). Local streets must be designed for and posted with a
minimum speed of 25 miles - per -hour (mph). Lower design speeds may be used for
mountainous private roadways (see Chapter 4.12).
2. Commercial and Industrial Subdivision Streets: Commercial and industrial subdivision
streets are to be designed in accordance with the above criteria, with special consideration
of expected wheel loads, vehicle dimensions, and proposed use. Please refer to
AASHTO's " A Policy on the Geometric Desi nn of Hi hhwways and Sheets as well as the
project's Traffic Impact Analysis for further design guidelines and data pertinent to these
facilities.
3. Local Collectors: Local collectors are generally limited- access two -lane roadways that are
striped with centerline and multi -use lanes. These streets are intended to serve as the main
access point for a subdivision. The design speed for this type of street should be 35 MPH
(to be posted at 30 MPH). The parking of vehicles and residential driveway access should
be prohibited on these streets at all times.
It is recognized that there are specialized types of developments such as retail, office, industrial,
mobile home parks, recreational, and cluster housing which vary widely in operational
requirements. Design of these projects has been provided for as much as possible within this
document.
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2.2 Incorporated Regulations Adopted by Reference
This manual establishes engineering design practices for local roadway construction associated
with land development within the Town of Marana. For items not covered herein, such as
collector and arterial roadway designs, the engineer shall design in accordance with the latest
Town of Marana Typical Roadway sections.
The following adopted standards, ordinances, or policies are also applicable and should be
referred to by the design engineer as appropriate:
1. Marana Land Development Code;
2. Town of Marana Master Transportation Plan;
3. Town of Marana General Plan;
4. Adopted Area, Community, Neighborhood and Specific plans;
5. Conditions of zoning and rezoning;
6. Conditions of adopted Development Agreements;
7. Marana Standard Details; and
8. All reference materials as listed in Section 15- references
3.0 TRAFFIC STUDIES
Functional classification, roadway ADT, determination of number of lanes, design speed,
required off -site improvements and design level of service shall be determined at the time of
preliminary plat or development plan review, or master development plan preparation, as
applicable (or rezoning if feasible) by the design engineer subject to approval by the Town of
Marana. All projects that generate peak -hour trips of at least 100 vehicles are required to
perform a Traffic Impact Study as a condition of development plan, preliminary plat, or
rezoning. For developments producing less than 100 vehicular trips during the peak hour, the
Traffic Engineering Manager will determine whether a Traffic Impact Study or Statement will be
required. This study or statement must be signed and sealed by an engineer licensed to practice
in the State of Arizona, and must include, at a minimum, peak -hour traffic generation figures.
For the preparation of traffic impact study or statement, the guidelines contained within the
Town of Marana's Procedures for Preparation of Transportation Impact Studies shall be
followed.
1. For local streets, in the absence of more detailed information, ADT may be estimated from
the number of units and the land use according to ITE's Trip Generation Manual.
2. The potential for cut - through traffic using neighborhood streets shall be addressed. Cut-
through traffic is defined as traffic that uses a residential street (or a route consisting of
more than one street) solely for the purpose of connecting between two major (arterial or
collector) streets. If it is expected that the volume of cut - through traffic may be significant,
consideration shall be given to the use of traffic calming measures on the potentially
impacted street(s). See the section in Chapter 12.0, herein, on traffic calming devices.
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The increase of proposed traffic through existing neighborhoods shall be addressed. In
such cases, the new traffic forecasts are to be considered as "cut- through" traffic and the
impacts on existing roadways examined. Appropriate traffic calming devices and
techniques shall be identified and implemented upon approval of the Town Engineer.
3. Non - residential ADT may be estimated using ITE's Trip Generation Handbook.
4. Traffic demand forecasts must be made, including a summary of existing traffic plus
approved, not -yet built development traffic, and proposed project traffic.
5. Any project proposal, which would degrade an existing roadway below a Level of Service
(LOS) D, must mitigate to maintain a minimum LOS D.
6. A LOS of D or better shall be maintained on all off -site roadways and intersections that fall
within the development's area of significant traffic impact (as designated by the Town and
as depicted in the Traffic Impact Study prepared for the development). Improvements are
required if the roadway segment or the intersection will operate below LOS D due to traffic
generated by the development. Such improvements shall upgrade the LOS to D or better.
4.0 STREET LAYOUT & GEOMETRIC DESIGN
All subdivision and development related street designs shall conform to this document. Where
not provided for herein, design engineers shall refer to those supplementary standards listed in
Chapter 2.2.
4.1 Street Layout
1. All rights -of -way and street sections shall be designed and constructed to the full
dimensions as shown in the Town of Marana Standard Details.
2. Where partial streets exist adjacent to the tract being developed, the remaining right -of-
way must be dedicated and improvements must be made to the street as required by the
Town Engineer.
3. Proposed developments shall provide for the continuation of Town of Marana Major
Routes (as depicted in the circulation element of the Town's General Plan), existing
arterials and collector street rights) -of -way where appropriate.
4. The local street system shall be arranged to encourage traffic connectivity within the
development and region. Circuitous through routings are to be encouraged.
5. Residential lots are not allowed to have direct access to collector and arterial streets.
a. If frontage roads are used to provide access, they shall be designed such that
improper intersections with streets do not occur. Frontage roads, by their nature,
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intersect with entrance drives at close distances. However, they shall not intersect
with new or existing streets at points less than that specified by Town Code (see off
street parking requirements in the Marana Land Development Code).
b. Frontage roads shall have adequate turn- around areas for the design vehicle at
roadway termini.
6. The proposed development shall provide streets in conformance with the Town of
Marana Major Routes Plan (as depicted in the circulation element of the Town's General
Plan), all existing specific plans, residential design guidelines, and other plans that are
approved and adopted by the Town Council.
7. Stub streets required for future extension shall provide temporary turnaround areas at the
stub end
8. If private streets are used as part of a development, entrances to gated, private streets
shall include a turn- around area entirely contained between the ultimate public right -of-
way and the proposed gate. The turn- around area shall be designed to accommodate a
design vehicle of WB -40 or larger.
9. In order to maintain an 85 percentile speed of 25 -30 MPH, it is recommended that local
street tangents be no longer than 500 feet between speed control points. A speed control
point is defined as a break in continuity (such as a stop - controlled intersection), a
properly designed horizontal curve, or a traffic calming device approved by the Town.
4.2 Cul -de -sacs
Permanent dead -end streets shall be designed with an adequate turnaround area at the roadway
terminus. In accordance with Town standards, the turnaround area may not be required on dead -
end streets less than 150 feet in length if services, such as fire, sanitation, school buses,
maintenance equipment, delivery and repair vehicles, and postal service, can be provided without
the use of the street. Cul -de- sac /dead -end length is measured from the curbline of the last street
intersection to center point of turnaround. Turnarounds may be designed as cul -de -sacs, "T" or
"Y" shaped configurations..
1. The cul -de -sac is preferred at all times for local street turnarounds because of its overall
efficiency and maintainability, as well as for operational considerations pertaining to
certain types of vehicles (e.g., fire trucks &school buses).
The paved turnaround's geometry and rights) -of -way shall conform to the standards set by
the Town's Standard Details.
2. "T" and "Y" shaped turnarounds may be used for dead -end streets which have a projected
ADT of 80 or less. Vertical curb is required in this type of turn - around area and driveways
are not permitted.
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3. Improvements to existing dead -end streets on abutting properties may be required during
rezoning or subdivision platting. The purpose of these improvements is to allow proper
through connection of future streets. Through connections may require the developer to
remove abandoned cul -de -sac pavement on the abutting property, and that the full
pavement section be carried to property line.
4. Where temporary turnarounds or cul -de -sacs are designed for a future extension to abutting
properties, a note shall appear on the final plat listing the street name and indicating the
temporary nature of the cul -de -sac condition.
5. Permanent dead -end streets longer than 1200 feet in length shall have turnarounds
throughout the total length so the distance between turnarounds is no greater than 600 feet.
6. Cul -de -sacs may contain landscaping within a center area island if:
a. Vertical curb is used around the entire center landscaped area;
b. The radius of the landscaped center shall conform to the geometric layout as
provided in the standard drawings;
C. The cul -de -sac is large enough to allow passage of the design vehicle without wheel
paths encountering the curb;
d. The cul -de -sac is not proposed to be a future through street;
e. The landscaping does not obstruct sight visibility;
f. The Town of Marana shall not be responsible for maintaining cul -de -sac landscaping
and a note to this effect shall be on the final plat. If landscaping is provided, the
developer or homeowners association shall obtain a license agreement from the
Town prior to the installation of landscaping. Landscaping irrigation runoff shall not
be permitted to drain onto the roadway surface.
g. The entire inside perimeter of the landscaped cul -de -sac shall be protected by a 36"
deep root barrier.
4.3 Design Speed
The minimum design speed for local streets is 25 MPH. The minimum design speed for
collector streets is 35 MPH. Higher design speeds may be warranted for certain roadways, and
lower design speeds may be used for mountainous roadways per Chapter 4.12.
4.4 Design Vehicle
All local streets shall be designed for a WB -40 vehicle as defined by AASHTO or other design
vehicle as approved by the Town Engineer.
Non - residential subdivision streets and parking area access lanes (PAAL) shall be designed for
the largest vehicles (including service and delivery vehicles) anticipated to use the facilities, all
in consultation with the Town Engineer. Delivery and service routes are to be clearly shown on
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the development plan and /or preliminary plat, as applicable. A note shall be provided
designating the design vehicle.
4.5 Horizontal Alignment
Minimum horizontal curve design criteria are shown in Table 1.
TABLE 1
Criteria
Local
Residential Collector
Design Speed (mph)
25
35
Minimum Center Line Radius (ft)
(assumes 2% normal crown)
181
480
Minimum Horizontal Stopping Sight
Distance (ft)
150
250
Consideration of driver expectancy and coordinated horizontal and vertical geometry shall occur
in subdivision roadway design.
When two local road tangents are connected by a curve of less than the minimum radius, a
"knuckle" or "eyebrow" intersection shall be constructed as shown in the Town of Marana
Standard Details.
Compound and reverse curves are discouraged for local roads. Where this type of configuration
is absolutely needed, it is recommended that tangents be placed between the curves. Tangents
increase driver comfort, expectancy and safety. Where tangents are used, a minimum tangent
length of 100 feet is required.
4.6 Vertical Alignment
Vertical alignment shall generally conform to the natural topography within the following limits:
TABLE 2
Criteria
Slope
Max. Gradient — Local Driveway
14 % (in R/W)
Max. Gradient — Local Streets
7 % Level, 11 % Rolling
Terrain
Max. Gradient — Collector Streets except Mountainous
8%
Minimum Gradient
0.5%
In mountainous terrain (see Chapter 4.12), local street gradients may be up to 15 percent, upon
approval by the Town Engineer.
1. Normal roadway cross slope shall be minimum two percent for crowned roadways and
minimum one percent for non - crowned roadways.
2. Cross slope for drainage design may be up to four percent, at drainage crossings only.
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3. Cul -de -sac cross - slopes shall not exceed eight percent.
4. Inverted crown streets are not acceptable for local streets. Inverted crowns may be used
for Parking Area Access Lanes (PAALs) and alleys. Any inverted crown section with a
longitudinal slope less than one percent requires a four foot wide concrete valley gutter,
per Pima Association of Government standard details.
5. Minimum vertical (stopping) sight distance shall be in accordance with AASHTO's "A
Policy on Geometric Design of Highways and Sheets" guidelines, or 150 feet, whichever
is more restrictive. For other design speeds and grade conditions, refer to AASHTO's "A
Policy on the Geometric Design of Highways and Streets ".
6. Landing areas are required for all stopped conditions. The maximum allowable grade for
this landing area (on approaches to unsignalized intersections) is 3% (6% in mountainous
terrain, see Chapter 4.12), and this grade must extend at least 20 feet in each direction
from the outside edge of curb line of the intersecting street.
7. Vertical curves shall be required on local streets where the algebraic difference in grade
exceeds one percent. When the algebraic difference is one percent or less, a grade break
may be used. Use of the AASHTO vertical curve equation is preferred; however, a
simplified method as shown below may be used. Using this method, the minimum
lengths of vertical curves shall be determined by multiplying the algebraic difference in
grades by the appropriate `K' factor in Table 3:
Vertical Curve Criteria (for grades less than 10 percent)
TABLE 3
Design Speed
K Factor Crest Vert.
Curve
K Factor Sag
Vert. Curve
Minimum Length
Curve
25
12
26
75
30
19
37
90
35
29
49
105
All vertical curves shall be symmetrical parabolic curves. The minimum length of a vertical
curve in feet shall be three times the design speed in miles per hour.
When grades are greater than 10 percent, vertical curves shall be lengthened in accordance with
AASHTO's "A Policy on Geometric Design of Highways and Streets" design guidelines, to
account for the increased stopping distance requirements.
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4.7 Intersection Alignments
1. The centerlines of intersecting streets shall have an angle of intersection of as close to
90 °as is practical. In no case will the angle of intersection be less than 75' for local
street - collector /arterial intersections and 70° for local street -local street intersections.
2. Right -of -way lines at the corners of street intersections will be rounded with a curve
radius of 25 feet, or greater, as conditions may warrant. The radii must be adjusted at
skew intersections to provide sufficient curvature. In all cases, adequate sight distance
shall be maintained.
3. Intersections of arterial and major collectors shall have a minimum curve radius of 40
feet, except when acceleration/deceleration lanes are required. Where
acceleration/deceleration lanes are used, the curve radius may be reduced to 25 feet on
the acceleration/deceleration lane or as dictated by the turning radius of the design
vehicle not encroaching on the opposing lane. -
4. Uncurbed intersections shall only occur where a new street intersects an existing
uncurbed roadway. Uncurbed intersections shall have concrete headers installed to
protect the pavement edge. A transition to full height curb (if applicable) shall occur
beyond the right of way or clear zone, whichever is greater.
5. Street jogs with centerline offsets of less than 135 feet shall not be allowed.
4.8 Intersection Sight Distance
Clear lines of sight shall be maintained along all streets and driveways (including PAALs) to
provide for the safety of motorized and non - motorized vehicles and pedestrians. Sight visibility
triangles shall be depicted in accordance with AASHTO criteria or as shown in the Town of
Marana's Standard Details based on the design speed of the through street and the near side and
far side distance requirements from the following table:
TABLE 4
Design Speed of Through
Street (mph)
Near Side Requirement (ft)
Far Side Requirement
(ft)
20
180
140
25
240
190
30
300
240
35
380
300
40
480
370
45
600
470
50
740
580
55
890
690
On streets with one -way traffic and on streets with two -way traffic separated by raised median
islands (i.e. no opening) only the near side sight visibility triangle is required; however, a
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pedestrian visibility triangle shall be maintained in place of the far side triangle as shown in the
Town of Marana's Standard Details.
Where streets intersect in a cross configuration, each street is considered the intersecting street
with the other street and shall be considered the through street for purposes of determining sight
lines.
The near side and far side distance requirements of sight triangles along a horizontal curve shall
be measured along the chord of the curve (not along the arc) -Refer to the Town of Marana's
Standard Details. The sight line of the sight triangles shall supersede standard building setback
lines where the sight line requires a greater setback distance. Sight visibility triangles shall be
depicted to scale and in a surveyable manner on all final plats, development plans, plot plans and
landscape plans. The area within the sight visibility triangle must be entirely enclosed by the
right -of -way, easement, or common area.
The following restrictive note pertinent to sight visibility triangles shall be required on plats,
development plans, plot plans and landscape plans.
"No improvements and /or landscape materials measuring vertically between 30 and 72 inches in
height relative to the adjacent roadways that might interfere with sight visibility shall be placed
and /or maintained within the sight visibility triangle."
4.9 Driveway Access Requirements
Driveway entrances are to be designed for the rapid ingress and egress of vehicles from the
traveling roadway.
1. All streets with vertical curbs shall use driveway aprons. Driveway aprons shall be of
portland cement concrete constructed to Town standards with a minimum length running
from curb location to back of sidewalk location.
2. On streets designed with mountable curb, driveways shall abut the back of curb or
sidewalk, and shall not have curve radii, and shall be constructed of Portland cement
concrete or asphalt.
3. Commercial and Industrial driveways will be treated the same as street intersections with
connections to arterials and major collectors with regards to driveway radii in accordance
with section 4.7.3 unless the driveway is located within an auxiliary lane. Depressed
curb driveways without radii may be used for driveways within auxiliary lanes.
4. Depressed curb driveways without radii may be used for service entrances, provided
these entrances are clearly depicted as a "service entrance" on plats and development
plans.
5. Driveways shall not be located where conflicts will be created with drainage facilities,
intersections, deceleration/right -turn lanes, roadway tapers and /or other improvements.
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6. No residential driveways shall encroach into an intersection curb radius where residential
streets intersect.
4.10 Roadway Superelevation
Superelevation is generally not necessary on streets designed for travel speeds of 35 mph or less.
Maximum superelevation shall be four percent and runoff lengths shall be computed in
accordance with AASHTO's "A Policy on Geometric Design of Highways and Streets ".
4.11 Roadway Drainage Crossings
The cross -slope of roadways for drainage purposes shall not exceed four percent, and
comfortable speed as well as design speed must be maintained throughout the cross - slope.
Minimum cross - slopes shall maintain a two foot per second velocity for the 2 -year peak flow, to
reduce potential deposition of material in the roadway.
4.12 Mountainous Terrain
Mountainous terrain is that condition where longitudinal and transverse differentials in ground
elevation with respect to the roadway are such that:
1. Benching, hill -side excavation, or other cuts and fills are needed; or
2. Excessive rights -of -way for either cut and fill slopes (multiple cuts and /or fills exceeding
15 feet of vertical change) or for roadway alignment are required; or
3. Significantly lengthened roadway sections and increases in right -of -way are necessary in
order to obtain acceptable horizontal and vertical alignment; or
4. Terrain with an average cross slope of 15 percent (as defined within the Town of
Marana's Land Development Code) or greater are present.
Roadways above the alluvial fan break of the Tortolita Fan are an example of the mountainous
terrain classification.
For private local streets subject to this section, a design speed lower than 25 mph may be used,
provided emergency services and school vehicles can safely traverse the roadway(s).
With prior written approval by the Town Engineer, the design engineer may utilize four foot
shoulder widths and steeper longitudinal slopes (private streets only). Roadside drainage
provisions shall be incorporated to minimize cross -flows and material deposition within the
travel way. Particular attention shall be given to stopping sight distance and sight visibility
during the roadway and grading design. Positive gradient slopes (those rising above the
roadway) shall not be permitted within sight visibility triangles unless they conform to Chapter
4.8.
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4.13 Environmentally Sensitive Roadways [RESERVED]
4.14 Alternative Access
1. Alternative Access requirements
a. Subdivisions of more than 30 and not more than 80 lots shall in addition to the
primary access have either an emergency access drive with a stabilized surface
capable of supporting fire apparatus or another permanent roadway.
i. Portions of a subdivision (such as cul -de -sacs and other no- outlet areas)
must also meet this requirement.
ii. In areas where it is determined by the Town Engineer that the provision of a
secondary access is not practicable based on topography or other access
constraints, the Town Engineer, in conjunction with the Fire Marshall may
allow a single point of access provided that other mitigating requirements
such as intermittent turn- around areas, fire sprinkler protection systems
and /or other similar measures.
b. Subdivisions of more than 80 lots shall have a minimum of two permanent roadway
accesses.
i. In areas where it is determined by the Town Engineer that the provision of a
secondary permanent roadway access is not practicable, the Town Engineer
may allow a single permanent roadway access provided that other mitigating
requirements such as secondary emergency access, intermittent turn- around
areas, fire sprinkler protection systems, and /or other similar measures.
C. Phased subdivisions that will ultimately have a secondary compliant access must
comply with one of the following requirements:
i. At close -out of subdivision permitting and final release of assurances, a
subsequent phase must already be under permit; or
ii. At close -out of subdivision permitting and release of final assurances, a
temporary roadway capable of supporting fire apparatus must be in place.
2. Entry roadway width requirements:
a. Entry roadways with medians are required to have a minimum inside curb -to -curb
entry width of 20 feet.
b. Gated entry roadways are required to have a minimum inside curb -to -curb and /or
open gate width of 20 feet. Gates must be accessible to the satisfaction of the Fire
Marshall.
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3. Any deviations from these requirements will require a design exception in accordance
with Chapter 13.
5.0 RIGHT -OF -WAY
1. Local street rights -of -way shall be in conformance with the cross sections provided
within the Town of Marana's Standard Details. Rights -of -way must be wide enough to
encompass all publicly maintained facilities, clear zones, road side ditches, cut and fill
slopes, and access to maintain such facilities.
2. Where not otherwise required by the Land Development Code, easements may be granted
in lieu of right -of -way for certain cross section elements that are not to be maintained by
the Town of Marana such as utilities, sidewalk/pedestrian/equestrian ways and slopes.
Such easements must specifically grant right of entry to the Town of Marana and the
public. Such right of entry shall include auxiliary areas as necessary to allow
maintenance of facilities and to enable remedy of hazards to the public.
3. Additional rights -of -way may be required by the Town at intersections identified on the
Major Routes Plan (as depicted in the Town's General Plan circulation element) or at
intersections with collectors or arterials where it is deemed necessary to provide
sufficient width for turning lanes, traffic interchanges, clear zones, sight visibility, and
other design and safety considerations.
4. Should alternative sidewalk locations be approved, or if no sidewalk construction is
required, the street(s) shall require a minimum of six feet of right -of -way adjacent to the
back of curb on each side of the street for purposes of pedestrian refuge, meters, street
furniture, public infrastructure, or other such uses (see Chapter 6.3).
5. When it is determined by the Town that, in the public interest or for the health, welfare or
safety of same, access to or from a development or subdivision at a particular location
should be prohibited, a one foot wide no- access easement shall be dedicated to the public.
Physical barriers may also be required.
6. Supplemental right -of -way, common area and /or easements may be required at all
intersections where standard right -of -way widths are unable to completely enclose sight
distance triangles.
7. Where parking is designed to be between the sidewalk/pedestrian way and the garage, it
must be designed to avoid encroachment onto the sidewalk by providing a minimum
distance of 20 feet between sidewalk and garage.
6.0 ELEMENTS IN THE CROSS SECTION
Typical cross sections are shown in the Town of Marana's Standard Details. Selection of the
appropriate cross section is dependent upon the functional classification of the roadway, the
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ADT on the street, and the adjacent land use density. Additional pavement width may be
provided, upon approval or requirement of the Town Engineer.
6.1 Travel Lanes
Specific applications of various lane width requirements are shown in the Town of Marana's
Standard Details. The design engineer shall use these figures as the basis for design
considerations.
6.2 Curbing
1. Curbing shall be required on all public streets as shown in the Town of Marana's
Standard Details. The purpose of curbing shall be to adequately control drainage within
the street, prevent moisture from entering the subgrade, control access to abutting
property, separate the roadway from pedestrian areas, delineate the traveled roadway (in
lieu of edge striping), control dust, and provide adequate lateral support for the pavement
structure.
2. Curbing shall be six inch vertical curb and gutter (PAG standard detail 209 Type 1(G))
on collector and arterial roadway sections. Local streets shall use four inch roll type curb
and gutter (MAG Detail 220 Type Q.
3. At local street to local street intersections, the minimum curb radius shall be 25 feet to
face of curb. At local street to collector /arterial intersections, the minimum curb radius
shall be 40 feet. The curb radius of each intersection shall accommodate the design
vehicle, and shall provide a turning diagram with the improvement plans showing that the
design vehicle will not encroach into opposing lanes (included as part of the review
documents or as separate exhibit)
4. Americans with Disabilities Act (ADA) compliant ramps shall be provided at all curb
returns and shall be in accordance with Town of Marana standard details. Detectable
warning surfaces (truncated domes per the Town of Marana standard details) shall be
constructed at all ramps and at all pedestrian refuge areas at raised islands and medians.
6.3 Sidewalks
Sidewalks are required within all public and private roadways as shown on the Town of
Marana's Standard Details
Sidewalks shall be constructed of Portland cement concrete with a minimum width of five feet if
abutting a curb on local streets and a minimum width of four feet when a curbway is used.
Additional sidewalk width may be required for special pedestrian generators, such as schools,
recreation sites, and certain businesses.
1. Sidewalks shall be required along both sides of local streets where the minimum lot size
is less than 16,000 square feet in accordance with the cross - sections in the Town of
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Marana's Standard Details. For subdivisions with a minimum lot size of 16,000 square
feet or greater, sidewalk shall be required on at least one side of the roadway.
2. Sidewalks shall run the entire length of the street unless authorized by the Town
Engineer.
3. Streets may have sidewalks in an alternative location provided it is designed in a manner
and location acceptable to the Town Engineer and the Planning Director.
4. In the event a curbway is used, the minimum width for the curbway is six feet, in
accordance with the cross - sections in the Town of Marana's Standard Details.
5. A 10' public utility, roadway maintenance, and signage easement shall be granted behind
all sidewalks where no curbway is present. At locations where public utility easements
are not required (such as side yards), a five foot roadway maintenance and signage
easement shall be required.
6. In pedestrian areas having curbways, the developer, owner, or private association having
a Recorded License Agreement may allow abutting property owners to place decorative
rock gravel, decomposed granite, ground cover, brick in sand, and /or other similar items
in the curbway, medians, and ground slope areas without a permit from the Town of
Marana. The property owner shall be responsible for the maintenance and replacement of
said items placed within the curbway. Street trees must adhere to AASHTO's "Roadside
Design Guidelines ". Installation of street trees will require an approved Landscape Plan
and License Agreement. All trees within a curbway must comply with section 6.10.f
herein.
7. Neighborhood postal box units (NBU's) shall be designed and located in such a manner
as to not present a hazard to the motoring public, cyclists, or pedestrians.
6.4 Shoulders
Uncurbed roadways in subdivisions are only allowed for temporary access roads. Where
uncurbed roadways are used, the cross -slope of the shoulder shall match the roadway cross -
section. Where infeasible due to topography and roadside drainage considerations, adjustments
to the cross -slope may be made in accordance with AASHTO guidelines upon approval by the
Town Engineer. Refer to AASHTO design guidelines for foreslope and backslope in cut and fill
conditions.
6.5 Roadside Clear Zone
Clear zones shall be provided on all streets and shall be provided in accordance with the
requirements stipulated within AASHTO, "Roadside Design Guide ". Sufficient right -of -way or
easements shall be granted to the Town for all clear zones.
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If it is infeasible to provide this clear zone, a suitable traffic barrier as defined in the AASHTO
publication "Roadside Design Guide ", shall be provided.
6.6 Roadside Vehicle Barriers
Determination of warrants for the installation of roadside vehicle barriers (barriers) shall be in
accordance with AASHTO's "Roadside Design Guide. Barriers shall be installed in accordance
with current ADOT Standard Specifications and Drawings.
Obstructions may also require barriers to provide for motorist safety. Refer to AASHTO's "A
Policy on Geometric Design of Highways and Streets" and "Roadside Design Guide ", for
definitions of obstructions and applications of barriers.
6.7 Pedestrian Barricade Railing
Barricade railing shall be installed for protection of pedestrians whenever slopes are steeper than
three -to -one (3:1) within three feet of the sidewalk and the embankment height is three feet or
greater. The Town Engineer may determine whether the elevation differences between the
sidewalk and nearby terrain warrant pedestrian barricade railing or if other special circumstances
may also warrant the installation of barricade railing. Barricade railing shall be required on the
sheer /vertical side of all scuppers abutting pedestrian walkway areas where the vertical step is
greater than six inches in vertical distance
6.8 Roadside Ditches
Roadside ditches shall not be constructed within the shoulder area. Ditches constructed within
the clear zone (outside the shoulder) shall be in accordance with AASHTO's "Roadside Design
Guide ", and "A Policy on Geometric Design of Highways and Streets ", in addition to applicable
Chapters herein.
6.9 Cut and Fill Slopes
All cut and fill slopes shall be constructed in accordance with the Marana Land Development
Code Grading Standards and AASHTO, and shall be either revegetated or stabilized as follows:
1. Cut or fill slopes three -to -one (3:1) (horizontal: vertical) or flatter, shall at a minimum, be
revegetated or use other suitable ground cover as determined by the Town Engineer.
2. Cut or fill slopes two -to -one (2:1) or flatter, but steeper than three -to -one (3:1) shall be
rock rip - rapped with filter fabric installed beneath the rock per PAG Standard
Specifications.
3. Cut or fill slopes steeper than two -to -one (2: 1) shall have grouted rip -rap, mechanically
stabilized earth retaining measures, concrete, shot - crete, or retaining walls as appropriate.
4. Alternative methods of stabilization may be allowed if certified by a registered
geotechnical engineer, subject to approval by the Town Engineer.
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5. Terracing may be constructed in accordance with the Marana Land Development Code
Grading Standards.
6.10 Landscaping in the Public Right -of -Way
1. Bufferyards where required by the Marana Land Development Code may be allowed in
public right(s) -of -way. The Town Engineer and Planning Director will consider project
safety, future expansion of the roadway, drainage concerns, adjoining land uses, and
other criteria on a case -by -case basis during the review process. If a landscape
bufferyard is requested within the Town right(s) -of -way, the developer and /or design
engineer shall obtain approval from the Town Engineer prior to design approval and
acceptance. If approved, a landscape bufferyard shall be subject to the following
conditions:
a. Not more than 50 percent of the required bufferyard width may be allowed the
public rights) -of -way, except along major routes having a designated buffer;
b. The location and size of landscape elements shall be in conformance with
standards available from the Town Engineer and Planning Director and are
subject to the Town Engineer's and Planning Director's approval;
C. The installation and maintenance of landscaping in the public right(s) -of -way
shall be accomplished by the developer, owner or private association as agreed to
in the approved, recorded covenants, conditions and restrictions. Assurances and
insurance policies, in a form acceptable to the Town, shall be required for all
landscaping constructed within the public right(s) -of -way;
d. A perpetual License Agreement shall be required for landscaping items within the
public rights) -of -way
e. Turf landscaping shall not be permitted within the right -of -way, nor shall it be
permitted to drain onto pedestrian ways or pavement; and
f. All trees installed within six feet of the edge of a street shoulder or curb shall be
planted with a root barrier /well extending a minimum of three feet below the top
of grade as shown in the Town of Marana standard details.
g. Irrigation lines larger than 3 /4" diameter shall be placed as far as practicable from
the street shoulder or curb. When placed within a curbway, irrigation lines are to
be placed close to the sidewalk. When placed within a median, irrigation lines are
to be placed in the center of the median.
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7.0 SUPPLEMENTAL ELEMENTS
7.1 Turning Lanes
Pavement widening for turning movements onto arterial and collector streets may be required by
the Town Engineer. Turning lanes shall be a minimum of twelve feet in width, but may be wider
as required by the Town Engineer. Pavement tapers required for any roadway improvements,
herein, shall be designed in conformance with Pima County's "Roadway Design Manual ", and as
determined by the Town Engineer.
8.0 UTILITIES
The main lines of electric, gas, water, telephone and communications, sanitary sewer, and
drainage facilities shall be located as shown in the Town of Marana Standard Details. Alternate
locations may be used with the written permission of the affected utility and the Town Engineer.
Utility companies franchised to operate in Town of Marana right(s) -of -way for electric,
telephone, and communications may be permitted under the terms of adopted franchise
agreements. Utility easements are required where applicable and shall allow for public access.
With the exception of minor service extensions to individual parcels, all longitudinal utility
facilities between service points to individual parcels shall be located within street right -of -way.
Strip easements may be provided along streets in lieu of right -of -way for utility purposes, and for
other uses compatible with utility needs (subject to utility company approval). Access between
the street and the private property shall not be denied, unless unsafe conditions will occur.
All sanitary sewer facilities shall be provided in accordance with the current Pima County
Regional Wastewater Reclamation Department's (RWRD) or Marana design standards,
specifications, and details.
All services shall be provided or stubbed out into existing or planned parcels with all new street
construction to avoid the need to remove and replace new pavement within the five year
pavement cut moratorium (Per Town Code 12 -7 -9). Sewer connection stub -outs are to extend a
minimum often feet beyond the rights) -of -way, while other service connection stub -outs are to
extend a minimum of five feet beyond the right -of -way.
Service extensions (sewer and water) shall be backfilled and compacted (within the curbway and
sidewalk area) to a minimum of 95 percent of the maximum density at optimum moisture (per
Arizona Modified Test Method 225a). All utilities are to be installed in accordance with
applicable utility company standards, or the Pima Association of Government's "Standard
Specifications and details for Public Improvements ", whichever is more restrictive. All utilities
installed beneath the pavement or curb and gutter shall be backfilled and compacted to a
minimum of 95 percent of the maximum density at optimum moisture in accordance with the
approved Grading and Paving Plans and Arizona Modified Test Method 225a.
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9.0 DRAINAGE
9.1 Street Drainage
Street drainage shall not exceed 50 cubic feet per second (cfs) from the base flood without
authorization by the Town Engineer and in no case shall street flows exceed 100 cfs at the
confluence point exiting the roadway. The runoff from a 10 -year storm must be contained
between the street curbs. The based flood (100 -year storm) discharge must be contained within
the rights) -of -way.
Outlet structures for private retention/detention facilities, or other private drainage systems, shall
not be permitted to discharge into the public right(s) -of -way without authorization by the Town
Engineer. Should the outlet be allowed, outlet protection and energy dissipation will be required
as directed.
Offsite drainage flows are not allowed to be accepted into and carried by the street drainage
system.
9.2 Storm Drain Design
All catch basins with curb inlets shall have formed concrete gutters. The minimum diameter of a
storm drain is 24" for mains and 18" for laterals connecting a single catch basin.
All storm drain pipes and culverts installed in public rights) -of -way shall be made of reinforced
concrete (pipes and /or boxes).
Longitudinal slotted drain is permitted in conjunction with curb and gutter. Transverse
installation of slotted drain is prohibited.
The energy grade -line of a storm drain shall be below finished grade of the associated roadway
gutterline.
9.3 Erosion Control Cut -off Walls
Required erosion control cut -off wall depths shall be designed one foot deeper than the scour
depth as determined by the use of the approved local scour equations and as required in the
approved Drainage Report. However, in no case shall cut -off walls be less than three feet in
depth. Sliding and overturning moments shall be analyzed for cut -off wall protected dip sections
on all- weather access streets. Cut -off walls shall be placed a minimum of four feet out from the
upstream roadway edge of pavement line, and to the edge of the shoulder downstream. Cut -off
walls shall extend a minimum of five feet beyond each side of the calculated drainage opening
and scour limits parallel to the roadway as determined by the approved local scour equations and
the approved drainage report. The pavement shall be widened to the upstream and downstream
cut -off walls.
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9.4 Curb Openings
Drainage conveyed within the street while being delivered to channels or outlets may be
disposed of through depressed curb openings no greater than ten feet in length unless approved
by the Town Engineer. These openings shall be fitted with outlet aprons. When stormwater
runoff is crossing a pedestrian —way, scuppers shall be used. Should the hydraulic design require
greater conveyance than can be provided by such an opening, some other structure must be used
as approved by the Town Engineer. Roadway curb openings and drainage inlets shall be fitted
with appropriate barricades as necessary, and the pavement -to -inlet grade shall not be less than
two percent.
At locations where runoff leaves the roadway, physical means of earth stabilization or pavement
protection must not interfere with clear zone requirements, and must be traversable by errant
vehicles without risk of damage to those vehicles.
10.0 Pavement Design
1. These pavement design standards apply to all local street improvement projects designed
as a part of development. Each development that involves street construction shall
submit for approval a Pavement Design Report containing the following information for
each street: a tabulation of results of soil subgrade tests; projected ADTs (construction
traffic; equivalent single axle loads (ESAL) used, and construction traffic); structural
numbers (SN); and pavement thickness for each street. A minimum 20 -year pavement
design life is required. The 20 -year design life is to be computed beginning in the build-
out year. The build -out year is defined as that year when all homes/buildings are
projected to be completed within the proposed development. Estimated construction
traffic through build -out must be considered.
2. The following ESALs, based on the 20 -year projected ADT, will be accepted for
pavement design:
TABLE 5
20 -Year ADT
ESAL
<500
40
500 -1
70
1 -1
100
1 -2
150
When the projected 20 -year ADT exceeds 2500, or when the engineer desires to calculate
his /her own ESALs, complete calculations, including a breakdown of the traffic by
vehicle type, shall be included in the Pavement Design Report. The ESAL calculations
shall be based on the 20 -year design period and the following ESAL factors (originally
from City of Tucson pavement active practice guidelines):
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TABLE 6
Vehicle Type
Symbol
ESAL Factor
Passenger Car
P
0.0008
Bus
BUS
3.8580
Single Truck
LT
0.0120
Single Truck (Dual rear or 3 axle)
MT
0.4000
Tractor - Trailer
TS
1.8690
Truck- Tandem Trailer
TT
2.1250
Tractor - Tandem Trailer
TST
2.9880
Refer to "Materials - Preliminary Engineering and Design Manual ", ADOT and, "Guide
for Design of Pavement Structures ", AASHTO for information pertaining to the
requirements herein.
3. Subgrade sampling and testing for roadways shall be accomplished in accordance with
standard ADOT procedures and the results tabulated in the Pavement Design Report.
Soil support values shall be calculated in accordance with ADOT's "Materials —
Preliminary Engineering and Design Manual" and the selection of a design soil support
value shall be fully documented in the Pavement Design Report.
4. Weighted structural numbers shall be calculated using the design soil support value, the
appropriate ESAL, and a regional factor of 1.7. The minimum weighted structural
number is to be 1.75. A minimum terminal serviceability index of 2.0 (ADOT) is
acceptable for design of local streets.
5. Pavement thicknesses shall be calculated in accordance with the design equations in the
ADOT manual. The layer coefficient for asphaltic concrete shall be 0.44. The layer
coefficient for aggregate base course shall be 0.11. Minimum thicknesses are to be as
follows (or greater as determined by pavement design report):
TABLE 7
Roadway Type
AC
ABC
Local
3.0 "PAG2
4.0"
Local Collector
3.0 "PAG2
6.0"
Commercial /Industrial Collector
2.0 "PAG2over 4 "PAG 1
6.0"
6. Sub -base material shall be engineered to the specifications required by Pima County /City
of Tucson "Standard Specifications for Public Improvements " and /or the Pima
Association of Governments Standard Specifications, and should be of significantly
higher quality than native soil. Sub -base may not be used as part of the pavement section
when the subgrade soil has an R -value of 30 or greater. In addition, when sub -base
material is used, the thickness of the sub -base may not be more than one -and -a half (1.5)
times the combined thickness of the asphalt and aggregate base courses. The layer
coefficient for material, which meets minimum Town of Marana standards for subbase, is
0.05. If better quality material is used, a larger layer coefficient may be used in
accordance with the ADOT manual.
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7. When existing streets are widened, the new pavement section shall either match the
existing pavement section or meet minimum thicknesses as required in paragraph 5
above, whichever is greater. Upon completion of a pavement widening, the complete
roadway cross section may be required to receive a rubberized stress absorbing
membrane chip seal, asphaltic- concrete overlay, or a combination of treatments thereof,
at the discretion of the Town Engineer, for the entire length of the pavement widening.
Appropriate pavement markings and traffic control signage will be required with the seal
coat /overlay application.
8. When streets are designed which may ultimately connect to future developments,
pavement design shall accommodate future wheel loads, including construction traffic, to
account for use of the roadway as a haul -road.
9. Subsequent to subdivision buildout (but no later than 2 years after paving), the developer
shall perform a pavement surface seal of the subdivision streets and any offsite roads
improved as a part of the subdivision development. Local streets are to be sealed with a
high density mineral bond or approved equal. Roadways that are classified as collectors
and above are to be sealed with Tire Rubber Modified Surface Seal or approved equal.
At the time of subdivision closeout and acceptance of streets, the developer shall either
post an assurance in a form acceptable to the Town or pay an in lieu fee to secure such
work.
11.0 TRAFFIC CONTROL SIGNAGE AND PAVEMENT MARKINGS
1. All traffic control signage and pavement markings within new subdivisions shall be
posted and installed in accordance with the Manual on Uniform Traffic Control Devices
(Latest Edition), Town of Marana standard details and notes, and the latest edition of the
Pima County /City of Tucson's "Pavement Marking Design Manual" and "Signing
Manual" (latest editions) as appropriate and as approved by the Town Engineer. A
signage and /or striping plan shall be submitted as part of any roadway improvement plan.
2. All temporary ends of road shall be posted with post barricades or end of road markers as
approved by the Town Engineer. If grading has occurred in the alignment beyond the
end of road, at least two permanent Type 3 barricades as described within FHWA's
"Manual on Uniform Traffic Control Devices" shall be added to the roadway end, with a
minimum of two Type 4 End of Roadway object markers (OM4 -1). The object markers
shall be mounted on each Type 3 barricade. A warning sign (W14-1) and a specialty
warning sign stating, "Future Roadway Extension" with a minimum size of 24" x 24"
shall be installed at the temporary end of roadway.
3. Upon review of traffic operational conditions and within the one year warranty period,
the Town Engineer may require additional signage or pavement markings by the
developer. Said additions shall be provided at no cost to the Town.
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4. All private streets shall be posted "NOT A TOWN MAINTAINED STREET -
PRIVATE" where they intersect public streets unless the private streets are part of a
gated community.
5. Pavement markings shall be extruded or ribbon dispensed thermoplastic paint (pressure
sensitive tape shall be used for legends and arrows) and meet the Pima Association of
Government's "Standard Specifications and details for Public Improvements ". Seal
coated streets with pavement markings are to have two applications, one of temporary
paint, the other of thermoplastic paint.
6. Street name signs shall be diamond grade reflective, shall state the direction of the street,
and shall comply with FHWA's "Manual on Uniform Traffic Control Devices" and Town
standard details.
12.0 NEIGHBORHOOD TRAFFIC MANAGEMENT
Traffic calming measures consist of traffic control devices and physical elements constructed in
the roadway that control access to neighborhoods, change travel patterns or regulate the flow of
traffic through a neighborhood.
The need for traffic calming measures should be considered when addressing the potential for
cut - through traffic in a new subdivision. If it appears that the volume of cut - through traffic may
be significant, The Town should be consulted with prior to designing traffic calming measures
on the impacted streets.
The traffic calming measures can include speed humps, traffic circles, chicanes, oval medians
and other measures as approved by the Town Engineer.
13.0 DESIGN EXCEPTIONS
It is recognized that land is unique, and there may be alternative design solutions to those
mandated by these standards that will satisfy AASHTO, Fire Code, and other standards.
In the event an engineer wishes to employ alternative standards, a design exception report may
be submitted to the Town to substantiate the proposal. As required, the design exception report
must, at a minimum, provide:
• The section of these standards from which relief is desired;
• The supporting standards for the proposed alternative;
• An approval letter from the local fire district;
• Approvals from any affected utilities; and
• Other justification, as deemed appropriate by the Town.
--23--
Marana Regular Council Meeting 06/21/2016 Page 153 of 298
The design exception report must be sealed by an engineer registered in the state of Arizona and
will be reviewed by the Town Engineer in consultation with the Planning Director.
The Town Engineer may grant or deny the design exception. If the applicant wishes to appeal
the decision of the Town Engineer, the decision will be forwarded to the next reasonably
available planning commission meeting. The planning commission will decide whether to
uphold or overturn the Town Engineer's denial of the design exception.
- -24 --
Marana Regular Council Meeting 06/21/2016 Page 154 of 298
14.0 DEFINITIONS AND ACRONYMS
AASHTO The American Association of State Highway and Transportation Officials.
ADOT: Arizona Department of Transportation
AVERAGE DAILY TRAFFIC (ADT): The volume of traffic on a street on a typical weekday.
ALL - WEATHER ACCESS: Access considered traversable by normal passenger vehicles,
defined as a permanent, durable material with adequate protection against scour and erosion and
having a depth of water no more than 12 inches above the roadway surface during a Base Flood.
Asphalt, Concrete, and traffic rated pavers are considered durable surfaces. All other surfaces
must be approved by the Town Engineer. See also the Floodplain and Erosion Hazard
Management Code, Chapter 17 -15 of the Town Code.
BUILDING SETBACK: The minimum distance from a point on a property line to the closest
point of any building.
CC & Rs: An acronym for Covenants, Conditions and Restrictions.
COLLECTOR STREET: A street designed to distribute traffic between local streets and arterial
streets. See PCDOT's "Roadway Design Manual" for further discussion.
CROWN: A cross -slope of difference in elevation between the high point of a street and the
gutter line, adjacent to the pavement edge, for any given cross section. Crown is normally
expressed as a percentage.
CURB CUT: A depressed segment of a vertical roadway curb.
CURB RETURN: A curved segment of a curb used at each end of an opening in the roadway
curb.
CURBWAY: The area between the back of curb and the roadway edge of the sidewalk.
DESIGN YEAR: The year during which the roadway improvements shall reach life expectancy
with normal maintenance, generally 20 years.
DEVELOPER: The private party in whose interest engineering documents, plats and plans are
submitted for the purposes of review and regulation of private land development in the Town of
Marana.
DRIVEWAY: A point of vehicular access between a street and an abutting property.
ENGINEER: The design engineer or engineer of record.
FHWA: U.S. Department of Transportation, Federal Highway Administration
--25--
Marana Regular Council Meeting 06/21/2016 Page 155 of 298
FIRE APPARATUS ACCESS ROAD: Per the International Fire Code (IFC), a road that
provides fire apparatus access from afire station to a facility, building or portion thereof. This
is a general term inclusive of all other terms such as fire lane, public street, private street,
parking lot lane and access roadway Per Appendix D of the IFC, the fire apparatus access road
must have an asphalt, concrete or other approved driving surface capable of supporting the
imposed load of fire apparatus weighing at least 75, 000 pounds.. For the purposes of these
street standards, all roadways defined by these standards are considered fire apparatus access
roads.
FRONTAGE ROAD: A local street or road auxiliary, located on the side of a collector or
arterial street, which provides service to abutting property and adjacent areas while controlling
access.
FUNCTIONAL CLASSIFICATION: A way of distinguishing between street types by the
function each serves, such as freeway (limited access), arterial, collector, and local streets.
HOMEOWNERS' ASSOCIATION (HOA): A legal entity established for the purpose of
owning and maintaining commonly held private real property.
INTERIM PAVING: Paving placed to designed grades that can be expanded to a permanent
improvement at a future time.
INVERT: The difference in elevation between the low point of a street and a chord line
connecting the outer edges of pavement or gutter lines.
ITE: Institute of Transportation Engineers
LEVEL OF SERVICE (LOS): A general term describing the operating conditions a driver will
experience while traveling on a particular roadway facility. Where roadway conditions are fixed,
level of service varies primarily with volume.
LOCAL STREET: A street that primarily serves as access to residences or other abutting
properties.
MAJOR ROUTES PLAN: The most recent version of the Plan, as adopted by the Mayor and
Council. As of this printing the major routes plan is contained in the Town's General Plan as its
circulation element.
MINIMUM: The least quantity or amount allowable for a singular design condition, and may not
be an acceptable state in consideration of other aspects of project design.
MUTCD: Federal Highway Administration's "Manual on Uniform Traffic Control Devices"
- -26 --
Marana Regular Council Meeting 06/21/2016 Page 156 of 298
NO- ACCESS EASEMENT A strip of land across which vehicular traffic is prohibited, except
emergency and utility vehicles. No- access easements, unless specifically overridden by plat
conditions, also prohibit access such as driveways, sidewalks, paths, and gates.
OFF - STREET PARKING Any space provided for vehicular parking not within the street right -
of -way.
ON- STREET PARKING The parking lane adjacent to travel lanes in a traveled roadway.
ONE -WAY STREET A street that has only one legal direction of travel.
PAG: Pima Association of Governments
PC /COT Pima County /City of Tucson
PCDOT Pima County Department of Transportation
TOWN Town of Marana, a political subdivision of the State of Arizona.
TOWN ENGINEER An officer of Town created by the Marana Town Code. The Town
Engineer has the powers and duties set forth by state law as well as town ordinance, resolution,
order or directive. Notwithstanding the above, the Town Engineer has charge of the Town
streets and public works and performs those duties as may be required by law and any other
duties as the Town manager may deem necessary. The Town Engineer may delegate duties to
other responsible staff.
- -27 --
Marana Regular Council Meeting 06/21/2016 Page 157 of 298
15.0 REFERENCES
1. "A Policy on Geometric Design of Highways and Streets ", American Association of
State Highway and Transportation Officials (AASHTO).
2. "Roadside Design Guide ", AASHTO.
3. "Manual on Uniform Traffic Control Devices ", United States Department of
Transportation, Federal Highways Administration, (FHWA).
4. "Guide for Design of Pavement Structures ", AASHTO.
5. "Guidelines for Geometric Design of Very Low - Volume Local Roads (ADT <400) ",
AASHTO.
6. "Highway Capacity Manual ", Transportation Research Board, (TRB).
7. "Trip Generation ", Institute of Transportation Engineers (ITE).
8. "Trip Generation Handbook ", ITE.
9. "Traffic Engineering Manual of Approved Signs ", Arizona Department of Transportation
(ADOT).
10. "Materials - Preliminary Engineering and Design Manual ", ADOT.
11. "Traffic Impact Analysis for Proposed Developments ", ADOT; or as superseded by the
Town of Marana.
12. "Bridge Design and Detailing Manual ", ADOT.
13. "Construction Standards — Construction, Bridge, Signing and Marking ", ADOT.
14. "Construction Standard Drawings ", ADOT.
15. "Signing and Marking Standard Drawings ", ADOT.
16. "Pima County Roadway Design Manual ", and applicable references therein, Pima County
Department of Transportation & Flood Control District, (PCDOT & FCD).
17. "Standard Specifications for Public Improvements ", Pima County /City of Tucson,
(PC /COT).
18. "Standard Details for Public Improvements ", PC /COT.
19. "Pavement Marking Design Manual ", PC /COT.
20. "Traffic Signing Manual", PC/DOT.
21. "Drainage and Channel Design Standards for Local Drainage for Floodplain
Management within Pima County, Arizona ", PCDOT & FCD.
22. "Stormdrain Design Guidelines and Standard Plans ", Pima County Department of
Transportation (PCDOT) & Pima County Flood Control District (FCD).
23. "Manual of Engineering Standards and Procedures ", Pima County Wastewater
Management Department (PCWMD).
24. "Standard Specifications and Details ", City of Tucson Water Department, (COTWD).
25. "Procedures for Preparation of Transportation Impact Studies ", Town of Marana.
26. The Town of Marana Neighborhood Traffic Management Program Manual (proposed).
27. Marana Standard Details
28. Pima Association of Government's "Standard Specifications and Details for Public
Improvements"
All references refer to the latest edition unless otherwise noted
- -28 --
Marana Regular Council Meeting 06/21/2016 Page 158 of 298
Town of Marana
o MARAN 7
a;= Standard Details
SECTION 100 STREETS
100 -1
-1
LOCAL STREET
100 -2
-210
LOCAL STREET MOUNTAINOUS TERRAIN
100 -3
-400
ALLEY
100 -4
-401
NO LONGER USED
100 -5
-408
MINOR COLLECTOR
100 -6
-409
SMALL RURAL SUBDIVISION STREET
110-1
2 -LANE RURAL COLLECTOR
110 -2
-410
2 -LANE URBAN COLLECTOR - MEDIAN
110 -3
2 -LANE URBAN COLLECTOR -CONT. LT TURN LANE
120 -1
-411
4 -LANE COLLECTOR OR ARTERIAL
120 -2
6 -LANE ARTERIAL
170 -1
-412
EYEBROW KNUCKLE
170 -2
EYEBROW CUL -DE -SAC
170 -3
-413
STANDARD CUL -DE -SAC
170 -4
OFFSET CUL -DE -SAC
170 -5
-414
LANDSCAPED CUL -DE -SAC
170 -6
TEMPORARY CUL -DE -SAC
170 -7
-415
TURNAROUNDS
190 -1
LOCAL STREET JOGS
190 -2
-416
LOCAL STREET INTERSECTIONS
190 -3
TYPICAL SIGHT VISIBILITY TRIANGLES
190 -4
-417
TYPICAL EASEMENTS
SECTION
500 UTI LITI ES
500 -1
-701
TYPICAL UTILITY EASEMENTS
SECTION
-702
600 MISCELLANEOUS DETAILS
600 -1
-703
TYPE 1 CURB RAMPS
600 -2
-710
TYPE 2 CURB RAMPS
600 -3
-712
TYPE 3 CURB RAMPS
610 -1
-800
LANDSCAPING PROTECTION
APPROVED FOR DISTRIBUTION:
JUNE 21 2016
Keith E. Brann, P.E.,
Town Engineer
SECTION 700 TRAFFIC CONTROL
700
-1
ROUNDABOUT
730
-210
FOUNDATION FOR TYPE IV,V CONTROLLER CABINETS
730
-400
GENERAL TRAFFIC SIGNAL RESPONSIBILITIES
730
-401
GENERAL TRAFFIC SIGNAL NOTES
730
-408
POLE LOADING DETAIL TYPE A POLE
730
-409
POLE AND MAST ARM LOADING DETAIL
TYPE G POLE WITH 2OFT MAST ARM
730
-410
MAST ARM LOADING DETAIL
TYPE K AND R POLE WITH 55FT MAST ARM
730
-411
MAST ARM LOADING DETAIL
TYPE K AND R POLE WITH 50FT MAST ARM
730
-412
MAST ARM LOADING DETAIL
TYPE K AND R POLE WITH 45FT MAST ARM
730
-413
MAST ARM LOADING DETAIL
TYPE J AND Q POLE WITH 40FT MAST ARM
730
-414
MAST ARM LOADING DETAIL
TYPE J AND Q POLE WITH 35FT MAST ARM
730
-415
MAST ARM LOADING DETAIL
TYPE J AND Q POLE WITH 30FT MAST ARM
730
-416
MAST ARM LOADING DETAIL
TYPE J AND Q POLE WITH 25FT MAST ARM
730
-417
MAST ARM LOADING DETAIL
TYPE E AND F POLE WITH 2OFT MAST ARM
730
-701
TYPICAL TRAFFIC SIGNAL CONDUIT SCHEMATIC
730
-702
TYPICAL TRAFFIC SIGNAL CABLE SCHEMATIC
730
-703
TRAFFIC SIGNAL WIRING SCHEMATIC
730
-710
6' X 6' LOOP DETECTOR
730
-712
PRESENCE LOOP DETECTOR
730
-800
STANDARD TRAFFIC SIGNAL PHASING
730
-901
TYPE I AND II MOUNTING ASSEMBLIES
730
-902
TYPE III AND IV MOUNTING ASSEMBLIES
730
-903
TYPE V MOUNTING ASSEMBLY
730
-904
TYPE VI MOUNTING ASSEMBLY
730
-905
TYPE VII MOUNTING ASSEMBLY
730
-906
TYPE VIII MOUNTING ASSEMBLY
730
-907
TYPE IX MOUNTING ASSEMBLY
730
-908
TYPE X MOUNTING ASSEMBLY
730
-1810
UPS AND ELECTRIC SERVICE
730
-1910
PRE - EMPTION MOUNTING DETAIL
730-1911
CAMERA AND MOUNT ASSEMBLY
730
-1912
RECEPTACLE AND WREATH MOUNT
740
-1
WAYFINDING SIGN
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BOTH SIDES
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 1.
2. THE USE OF A NON — CURBWAY SECTION
MAY NOT COMPLY WITH THE RESIDENTIAL
DESIGN GUIDELINES.
3. ROLLED CURB SHALL NOT BE UTILIZED
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4. MAG TYPE C ROLLED CURB SHALL BE
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EXPIRES 6/30/2019
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Keith E. Brann, P.E., BRANN
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BOTH SIDES l o0 1
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1. ROLLED CURB SHALL NOT BE UTILIZED 0..25 /
WITHIN FIRE APPARATUS LANE AREA 1
6
2. MAG TYPE C ROLLED CURB SHALL BE 4 .
USED ON THE HIGH SIDE OF 1/2" BATTER
SUPERELEVATED SECTIONS OPTIONAL L 1/2„
24"
24" ROLL CURB AND GUTTER
MAG STD DTL NO. 220, TYPE D
EXPIRES 6/30/2019 NOT TO SCALE
APPROVED FOR DISTRIBUTION to {essonal En9 �owN oc STANDARD DETAIL DETAIL NO:
j c r o �&
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WAR° 9 MARANA 7 LOCAL STREET WITH CURBWAY 100 -1
Keith E. Brann, P.E. BRANN
Town Engineer gR,zp�ed AS P. q�_ ��
NA, R�zoN DATE. 3/4/2005 REVISED. 6 SHEET 2 OF 2
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MAINTENANCE
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2'
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SHOULDER I I
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2.5' TO SLOPE
ESMT.* 6.5'
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6.5' ESMT.*
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6' 10'
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ON STANDARD 100 -1
* WHERE APPLICABLE
1. THIS DETAIL SUPERSEDES PRIOR SUBDIVISION STREET
STANDARDS DETAIL NUMBER 2.
2. DIVIDED ROADWAYS OR ISLANDS ARE NOT PERMITTED.
SEE CHAPTER 4.12 OF THE SUBDIVISION STREET
STANDARDS MANUAL FOR APPLICATION.
3. 8' SHOULDERS ARE TO BE USED EXCEPT AS NOTED
BELOW AND IN CHAPTER 4.12 OF THE SUBDIVISION
STREET STANDARDS MANUAL.
4. SHOULDER WIDTH MAY BE VARIED BY THE ENGINEER
TO SAVE NATIVE GROWTH. HOWEVER, IT MUST CONFORM
TO CHAPTER 6 OF THE SUBDIVISION STREET STANDARDS
MANUAL.
EXPIRES 6/30/2019
NOT TO SCALE
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APPROVED FOR DISTRIBUTION (o fn
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STANDARD DETAIL
DETAIL NO:
%c re
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K WARD
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LOCAL
STREET MOUNTAINOUS TERRAIN
100 -2
9 MARANA 7
BRANN
Keith E. Brann, P.E.,
Town Engineer °s`gned
�R'ZONA,
vsP
glPizoN�' DATE: 3/4/2004
REVISED: 6/21/2016
SHEET 1 OF 1
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BOTH SIDES
1. FOR COMMNUNITIES REQUESTING "NEW URBANISM " / "NEO TRADITIONAL" DESIGN
2. ALLEYS ARE NOT TO BE MAINTAINED BY TOWN OF MARANA
APPROVED FOR DISTRIBUTION:
x eL—,
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
VALLEY GUTTER PER PAG
STD DTL NO. 208
REQUIRED WHEN LONGITUDINAL
GRADE LESS THAN 1
NOT TO SCALE
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2.5'
2.5'
I
17'
17'
1 0.5' �
1
7'
12'
12'
7'
3. 1
1
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LANE
MULTI
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No
VARIES
STD DTL N0. 200 (TYP)
BOTH SIDES
O
VERTICAL CURB PER PAG
S
W
STD DTL NO. 209 TYPE 1(G)
BOTH SIDES
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
R/W
10' PUBLIC
UTILITY _1
6' 4'
EASM EN T 1
0.5' 1
3• � M
I X
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBERS 3 AND 4.
2. NO ON STREET PARKING SUPPORTED.
NOT TO SCALE
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30' COMMON AREA
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5' 10'
10' 5'
UTI L.
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UTI L.
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CORR.
1.00%
DEPRESSED CURB PER PAG
STD DTL NO 209
12" WIDE, CURB HEIGHT
MAY BE INCREASED TO 3"
DIP CROSSING /DRAINAGE OUTLET
30' COMMON AREA
MINIMUM
5' 10' ' 10'
UTI L. LAN E LAN E
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4.00%
0
CONCRETE HEADER PER PAG
STD DTL NO 213
MINIMUM 3' DEPTH
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5' �
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4'
DRAINAGE EASEMENT AND RIP RAP AS APPROPRIATE
1. FOR SUBDIVISIONS THAT FALL UNDER SMALL SUBDIVISION OF 10 LOTS OR LESS
2. MINIMUM LOT SIZE IN SUBDIVISION MUST BE 36,000 SF
3. STREET CROSS SLOPE TO ALIGN WITH NATURAL FALL OF LAND
4. ALL WEATHER ACCESS TO BE MAINTAINED
5. SECTION DOES NOT SUPPORT ON STREET PARKING
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
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90' R/W
MINIMUM
R/W
R/W
UTILITY 16'
16' UTILITY
CORRIDOR
CORRIDOR
10' 4' 5' 1 1 ' 11 '
5' 4' 10'
MULTI LANE ' LANE
MULTI
USE
USE
4.0 2 0�
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6 :1
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PAVEMENT THICKNESS
PLUS 3 INCHES
8„
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1. RIGHT OF WAY WIDTHS FROM THE MAJOR ROUTES RIGHT OF WAY PLAN
SUPERCEDE RIGHT OF WAY WIDTHS SHOWN
ON THIS STANDARD
EXPIRES 6/30/2019
NOT TO SCALE
APPROVED FOR DISTRIBUTION
000 ullal
� fn tO OF
STANDARD
DETAIL
DETAIL NO:
%c re
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K WARD
2 —LANE RURAL COLLECTOR
110-1
9 MARANA 7
Keith E. Brann, P.E.,
BRANN
Town Engineer
°s`g�ed �
�R'zo►vA,
vsP glPizoN�'
DATE: 2/16/2007
REVISED: 6 21/2016
SHEET 1 OF 1
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1.5' 5' 6' 2.5' 28
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3.� MULTI LANE
USE
MPS = 50>' 2.00%
SIDEWALK PER PAG
STD DTL NO. 200 TYP
BOTH SIDES
VERTICAL CURB PER PAG
STD DTL NO. 209 TYPE 1 G
BOTH SIDES „rM - %AI ,,, MA/
STD DTL NO. 209 TYPE 1
BOTH SIDES
1. RIGHT OF WAY WIDTHS FROM THE MAJOR ROUTES RIGHT OF WAY PLAN
SUPERCEDE RIGHT OF WAY WIDTHS SHOWN ON THIS STANDARD
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
MINIMUM
28, 2.5'
—
R/W
UTI LITY
CORRIDOR
6' 5' 1.5'
.0%
i�
20' 13' 7'
MEDIAN LANE MULT
USE
1' 1'
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USE I
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UTI LITY
1.5 S' 6' 2.5
i
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SIDEWALK PER PAG
STD DTL N0. 200 TYP
BOTH SIDES
VERTICAL CURB PER PAG
24' 24 2
R/W
UTI LITY
2.5 � 6' 5' 1.5'
1 7' 12' 14 12' 7'
MULTI LANE CONT. LEFT LANE MULTI
USE TURN LANE USE
2 ' 0% 2.07 2.07
l . ..
STD DTL NO. 209 TYPE 1 (G
BOTH SIDES
11. RIGHT OF WAY WIDTHS FROM THE MAJOR ROUTES RIGHT OF WAY PLAN
SUPERCEDE RIGHT OF WAY WIDTHS SHOWN ON THIS STANDARD
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
i
2.0% �3
NOT TO SCALE
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150 R/W MINIMUM (ARTERIAL)1
R/W R/W
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1 .5' 5' 6' 2.5 30'
I
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MULTI LANE
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MP S _,; I ?.o%
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SIDEWALK PER PAG
STD DTL NO. 200 TYP
VERTICAL CURB PER PAG
STD DTL NO. 209 TYPE 1 G
BOTH SIDES
12' I 12'
2.5'
13' 24' MEDIAN 13 12' 7'
LANE LANE LANE MULTI
1 1 ' USE
:a
CORRIDOR
10'
i
MPS
2.0%
SHARED —USE PATH
MEANDERING
VERTICAL CURB PER PAG
STD DTL N0. 209 TYPE 1
BOTH SIDES
1. RIGHT OF WAY WIDTHS FROM THE MAJOR ROUTES RIGHT OF WAY PLAN
SUPERCEDE RIGHT OF WAY WIDTHS SHOWN ON THIS STANDARD
2. ARTERIALS IN URBAN SETTINGS MAY UTILIZE SIDEWALK ON BOTH SIDES
OF ROADWAY
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
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110' R/W MINIMUM
R/W R/W
UTILITY UTILITY
CORRIDOR CORRIDOR
1.5' • 5' • 6' 27' 10 10' 27' 2.5'
3•�
SIDEWALK PER PAG
STD DTL NO. 200 (TYP
VERTICAL CURB PER PAG
STD DTL NO. 209 TYPE 1 (G
BOTH SIDES
I
6' 1 1 ' 12' 20' MEDIAN 12' 1 1 6' 10'
MULTI LANE LANE LANE LANE MULTI
USE 1 1 2.0% USE 2.0% �•�
� �
I • fi •a:
SHARED -USE PATH
MEANDERING
VERTICAL CURB PER PAG
STD DTL NO. 209 TYPE 1
BOTH SIDES
1. ENVIRONMENTALLY SENSITIVE DESIGN FOR USE AT TOWN OF MARANA DIRECTION ONLY
2. RIGHT OF WAY WIDTH OF 110 FEET MAY SUPPLANT RIGHT OF WAY WIDTH FROM MAJOR
ROUTES RIGHT OF WAY PLAN (ROADWAY PORTION)
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
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150' R/W
MINIMUM
R/W
R/W
UTILITY
UTI LITY
CORRIDOR
CORRIDOR
1.5' 5' 6'
2.5' 42'
12'
12'
42' 2.5
10' I
7' 12' 12' 13'
24
MEDIAN
13'
12' 12'
3. 1
MULTI
LANE
LANE
LANE
LANE
LANE
LANE
MULTI
•,� �P
�•
USE
1 2
1 2
USE
2.0%
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SIDEWALK PER PAG
STD DTL NO. 200 (TYP
VERTICAL CURB PER PAG
STD DTL NO. 209 TYPE 1 (G)
BOTH SIDES
SHARED -USE PATH
VERTICAL CURB PER PAG MEANDERING
STD DTL NO. 209 TYPE 1
BOTH SIDES
1. RIGHT OF WAY WIDTHS FROM THE MAJOR ROUTES RIGHT OF WAY PLAN
SUPERCEDE RIGHT OF WAY WIDTHS SHOWN ON THIS STANDARD
2. ARTERIALS IN URBAN SETTINGS MAY UTILIZE SIDEWALK ON BOTH SIDES
OF ROADWAY
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
4
2'
TI NGE 2' ROLLED CURB
NT
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SURVEY _ 42'
MONUMENT
� 60'
1 �
I
RIGHT OF WAY
60 1. THIS DETAIL SUPERSEDES PRIOR
25' R SUBDIVISION STREET STANDARDS DETAIL
60' NUMBER 11B
2. DETAIL IS BASED ON STANDARD STREET
�2\ SECTION 100 -1 AND A 90 INTERSECTION,
MAY NEED TO BE MODIFIED FOR DIFFERENT
�\ I SCENARIOS
3. HANDICAP RAMPS ARE NOT TO BE
INSTALLED AT EYEBROW KNUCKLE
I
EXPIRES 6/30/2019 NOT TO SCALE
APPROVED FOR DISTRIBUTION f 9i tO OF STANDARD DETAIL DETAIL NO:
�
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y 4084 n o \
KWARD e � EYEBROW KNUCKLE 170 -1
Keith E. Brann P.E. BRANN ��� 9 M NA
Town Engineer °s`gned
�R'ZONA, vsP glPizoN�' DATE: 3/4/2004 REVISED: 6/21 /2016 SHEET 1 OF 1
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APPROVED FOR DISTRIBUTION:
EXPIRES 6/30/2019
111=05-mat
42'
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 1 1A
2. DETAIL IS BASED ON STANDARD STREET
SECTION 100 -1 AND A 90° INTERSECTION,
MAY NEED TO BE MODIFIED FOR DIFFERENT
SCENARIOS
3. HANDICAP RAMPS ARE NOT TO BE
INSTALLED AT EYEBROW CUL -DE -SAC
NOT TO SCALE
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Keith E. Brann, P.E.,
Town Engineer
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 7
2. DETAIL IS BASED ON STANDARD STREET
SECTION 100 -1, MAY NEED TO BE
MODIFIED FOR DIFFERENT STREET SECTIONS
�o
2' MOUNTABLE CURB
C) — —
SURVEY — — — 42
MONUMENT
RIGHT OF WAY
NO PARKING PARKING ALLOWED
BASED ON SECTION
EXPIRES 6/30/2019 NOT TO SCALE
APPROVED FOR DISTRIBUTION f 9i tO OF STANDARD DETAIL DETAIL NO:
�
%c re
y 4084 n o \
KWARD e � STANDARD CUL —DE —SAC 170 -3
Keith E. Brann, P.E. BRANN ��� 9 M RAN
Town Engineer °s`gned
�R'ZONA, vsP glPizoN�' DATE: 3/ 4/2004 REVISED: 6/21 /2016 SHEET 1 OF 1
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1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 8
2. DETAIL IS BASED ON STANDARD STREET
SECTION 100 -1, MAY NEED TO BE
MODIFIED FOR DIFFERENT STREET SECTIONS
RIGHT OF WAY
NO PARKING PARKING ALLOWED
BASED ON SECTION
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
42'
NOT TO SCALE
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1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 9
2. DETAIL IS BASED ON STANDARD STREET
SECTION 100 -1, MAY NEED TO BE
MODIFIED FOR DIFFERENT STREET SECTIONS
3. FOR REMAINING DIMENSIONS REFER TO
DETAIL 170 -3
4. LANDSCAPE MATERIALS MUST BE
SELECTED AND PLACED SO AS NOT TO
INTERFERE WITH DRIVERS' VISIBILITY WITHIN
THE MEDIAN BY TWO HORIZONTAL LINES
LOCATED 30" AND 72" ABOVE FINISHED
GRADE OF THE ROADWAY SURFACE
5. LANDSCAPING /VEGETATION INSTALLED BY
THE DEVELOPER /HOMEOWNER'S ASSOCIATION
SHALL NOT BE MAINTAINED BY THE TOWN
OF MARANA. A LICENSE AGREEMETN MUST
BE EXECUTED AND APPROVED BY THE TOWN
ENGINEER PRIOR TO CONSTRUCTION.
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
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NO PARKING PARKING ALLOWED
BASED ON SECTION
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 7
2. DETAIL IS BASED ON STANDARD
STREET SECTION 100 -1, MAY NEED TO
BE MODIFIED FOR DIFFERENT STREET
SECTIONS
3. ULTIMATE CURB AND STREET
SECTION TO BE CONSTRUCTED.
4. TEMPORARY PAVEMENT TO BE OF
SAME THICKNESS AS PERMANENT
PAVEMENT. TEMPORARY CURB MAY BE
MOUNTABLE CURB OR HEADER CURB.
5. DEAD END STREET SIGNAGE AND
POST BARRICADES PER STREET
STANDARDS TO BE INSTALLED.
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
z
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I LIVII VIW I
PAVEMENT
EXPIRES 6/30/2019
42'
NOT TO SCALE
c�
Town Engineer
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 12
2. DETAIL IS BASED ON STANDARD STREET
SECTION 100 -1, MAY NEED TO BE
MODIFIED FOR DIFFERENT STREET SECTIONS
CURB TRANSITION �
PAG DETAIL 210 �
Q F /
PAG
TYPE 1 VERT. CURB
DETAIL 209
����
Q
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�P
"Y" TURNAROUND
EXPIRES 6/30/2019
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
PAG
TYPE 1 VERT. CURB
DETAIL 209
CURB TRANSITION �o�
PAG DETAIL 210
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SURVEY
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"T" TURNAROUND
NOT TO SCALE
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1. DETAIL IS BASED ON STANDARD STREET
SECTION 100 -1, MAY NEED TO BE
MODIFIED FOR DIFFERENT STREET SECTIONS
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42' — — — — J �
CURB TRANSITION m J
PAG D ETAI L 210
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PAG �
TYPE 1 VERT. CURB
DETAIL 209
4.00'
MID -BLOCK TURNAROUND
EXPIRES 6/30/2019 NOT TO SCALE
APPROVED FOR DISTRIBUTION gss�onal C tO OF STANDARD DETAIL DETAIL NO:
�
C9 4084 n o \
Z4; KWARD e � TURNAROUNDS 170 -7
Keith E. Brann, P. E. BRANN ��� 9 M R N
Town Engineer °s`gned
�R'zONA, vsP glPizoN�' DATE: 3/4/2004 REVISED: 6/21 /2016 SHEET 2 OF 2
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STREET CENTERLINE OFFSET
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1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 5
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
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CENTERLINE
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7o°
75°
90°
�o-
MIN. FOR LOCAL -LOCAL INTERSECTION
MIN. FOR LOCAL- COLLECTOR /ARTERIAL INTERSECTION
PREFERRED
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 6
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
NEAR SIDE REQUIREMENT
THRU STREET
— TRAFFIC FLOW
FAR SIDE REQUIREMENT
-T-____- TRAFFIC FLOW T
Z 115
SIGHT�
MINI\
SETB � i
(NO 30 " —N
— TRAFFIC FLOW
NEAR SIDE REQUIREMENT
ULTIMATE CURB TRAFFIC FLOW 0.
SIGHTLINE AND
MINIMUM BUILDING
SETBACK LINE
STREET, P.A.A.L,
OR DRIVEWAY
(STEM)
- ULTIMATE CURB
STREET, P.A.A.L. OR DRIVEWAY
(STEM)
30' , /— RAISED MEDIAN
1 15
PEDESTRIAN SIGHT TRIANGLE
y (
VIS IBILITY 30'� IN HE
NEAR SIDE REQUIREMENT 30'
ONE WAY
Lu
ULTIMATE CURB ONE WAY
16�
SIGHTLINE AND
MINIMUM BUILDING PEDESTRIAN SIGHT
SETBACK STREET, P.A.A.L, \ � f I VISIBILITY O IN TRIANGLE
HEIGHT)
OR DRIVEWAY
(STEM)
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS
DETAIL NUMBER 13.
NOT TO SCALE
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VISIBILITY TRIANGLE
FAR SIDE SIGHT
VISIBILITY TRIANGLE
FAR SIDE SIGHT
I
b NEAR SIDE SIGHT
VISIBILITY TRIANGLE
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\ VISIBILITY TRIANGLE
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NEAR SIDE SIGHT
�
� FAR SIDE SIGHT
VISIBILITY TRIANGLE
VISIBILITY TRIANGLE
FAR SIDE SIGHT �
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VISIBILITY TRIANGLE
00
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NEAR SIDE SIGHT
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VISIBILITY TRIANGLE
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS
DETAIL NUMBER 14.
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i
EXPIRES 6/30/2019 NOT TO SCALE
APPROVED FOR DISTRIBUTION s sonal
fn tOwN OF STANDARD DETAIL DETAIL NO:
�
y 4084 n o \
KWARD e � TYPICAL SIGHT VISIBILITY TRIANGLES 190 -3
Keith E. Brann, P.E. BRANN ��� 9 M R N
Town Engineer °s`9ned
�R'ZONA, vsP glPizoN�' DATE: 3/4/2004 REVISED: 6/21 /2016 SHEET 2 OF 3
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1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS
DETAIL NUMBER 15.
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
I
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COMMON AREA
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COMMON AREA
--------------
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1 1 10' PUBLIC UTILITY, ROADWAY MAINTENANCE, AND SIGNAGE EASEMENT
2 5' PUBLIC UTILITY, ROADWAY MAINTENANCE, AND SIGNAGE EASEMENT
3 1' NO ACCESS EASEMENT
\ 4 10' PUBLIC UTILITY EASEMENT
I� 30
APPROVED FOR DISTRIBUTION " a ssional C tO OF STANDARD DETAIL DETAIL NO:
`te
%c TE-
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K WARD TYPICAL STREET EASEMENTS 190 -4
Keith E. Brann, P.E. BRANN ��� 9 M R N
Town Engineer °' d
9RZONA, v5P g R IZON�' DATE: 6/21/2016 REVISED: SHEET 1 OF 1
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— — — — — — — — — — — — — — — — — — — — — ---
-- - - - - -- ----
- -
- - -,
RESIDENTIAL COLLECTOR
COLLECTOR OR ARTERIAL ROADWAY
EXPIRES 6/30/2019
NOT TO SCALE
APPROVED FOR DISTRIBUTION " a ssional C tO OF STANDARD DETAIL DETAIL NO:
`te
%c TE-
y 4084 n o \
K WARD TYPICAL STREET EASEMENTS 190 -4
Keith E. Brann, P.E. BRANN ��� 9 M R N
Town Engineer °' d
9RZONA, v5P g R IZON�' DATE: 6/21/2016 REVISED: SHEET 1 OF 1
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Town of Marano Utility Easement Requirements
ents
— Rw RV
1 Easements shall be exclusive Torn of Marana wet utility easement
with maximum r encroachment by a PIJE. W V — _
Easement width shall be increased by 5' for every ' water line is
buried below the minimum as required by the May 2009 or subsequent
version of the Town of Marano Utility Department General Notes and
Standard Details.
Easement width shall be increased by 10' for every additional
vicriety of wet utility (Potable water, non potable water, sewer). For
exornple, the easement width shall be increased to 5' if two types of
wet utilities are located within the easement, and to 5' if all three
types of wet utilities are located within the easement. .._
4 Easement width shall increase by 5' where the easement overlaps a RW R -
vertical crop of 3 or more feet where the slope is greater than 3:1
hori ontol to vertical. The easement width shall increase by 10' if the
slope exceeds 2:1 horizontal to vertical,
5 The maximum wet utility easement, including increases for depth,
PIKE encroachment, additional wet utilities and slope, shall not be
greater than 50 '.
Wet utility line shall be a minimum of ' from the edge of the
easement. A
Wet utility line shall be set bcck are additional ' from th e dge of
the easement for every 5' in depth the line is buried below the
minimum depth.
A 15' x 15 easement area outside of the normal easement width
shall be provided for all fire hydrants.
15' x 1' easement area outside of the normal easement width
shall be provided for all meters, valves and fire line stub outs.
1 There Terrain and/or Geology warrant an exception to these
standards, a waiver may be granted by the Town Engineer or his
designee in which all off the fo llowing a pply:
a A showing of good and sufficient cause
b A determination that failure to grant the waiver would result in
exceptional hardship to the development.
c The waiver is determined to be the minimum relief necessary.
A) ether rniti atin deli n elements are utilized such as ductile iron
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pipe with rest rained joints or other improvements vements as directed by
the utilities engineer. -- Potable
Cost shall not be a determining factor in the granting of waivers. Water
— Rw Reclaimed
laimed
Water
– Sewer
APPRO. FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
D CL
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— MINI 25 FEET EASEM
B — 15'X15' EASEMENT FOR ETEP
— 1 'XI 5' EASEMENT FOR HYDRANT
D — 15 ° 1 ' EAS E M ENT F FIFE LI
TUB UT
NOT TO SCALE
� ¢ . # N MAPAI A UTILITY STANDARDS DETAIL NO:
PAUL S-MFIHEN
1 AA1
TYPICAL UTILITY EASEMENTS 500 -1
ON ° A DATE; REVISED: 1 SHEET 1 F I
P# 9 RI / 1
5 RIGHT OF WAY
MIN.
51 ULWALK
PER STRE
SECTION
m TRANSITION CURB
/M�AX
1:1 o TO MEET RAMP
HHHHUHM
� .
VERTICAL CURB
No low
- MIN
. MIN.
MAINTAIN FLOWLI N E
SAW CUT EXISTING CURB AND USE 1 " DEPRESSED
GUTTER. REMOVE CURB AND VERTICAL CURB
GUTTER TO JOINT IF WITHIN
2' OF EXPANSION JOINT. �
(EXISTING CONSTRUCTION)
�S �
A =4' MINIMUM, 1:50 SLOPE MAXIMUM
B =6' MINIMUM, 1:12 SLOPE MAXIMUM
5'
MIN.
SIDEWALK
PER STREET Q
SECTION
SAW CUT EXISTING CURB AND
GUTTER, REMOVE CURB AND GUTTER
TO JOINT IF WITHIN 2' OF m
EXPANSION JOINT. MAC �.
VERTICAL CURB
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
5' 5' 5'
MIN. MIN. MIN.
EXPIRES 6/30/2019
NOT TO SCALE
NOTES:
1. CURB RAMPS, INCLUDING LANDING AND THE
INTERCONNECTING SIDEWALK ARE TO BE CONTAINED
WITHIN THE RIGHT —OF —WAY.
2. DETECTABLE WARNING SURFACE SHALL BE
CONSTRUCTED 2 INCHES AWAY FROM DEPRESSED
CURB.
3. CURB RAMPS SHALL BE PERPENDICULAR TO
ROADWAY CENTERLINE AND SHALL ALIGN WITH
RAMPS ACROSS STREET.
4. GRADES ON SIDEWALKS LEADING TO OR FROM
THE RAMPS SHALL FOLLOW CURB GRADES.
5. THE INTERCONNECTING SIDEWALK LOCATED
WITHIN THE RADIUS AND BETWEEN THE TWO CURB
RAMPS IS REQUIRED AND ITS RUNNING SLOPE
I
SHALL NOT EXCEED 1:20.
6. STOP BARS, IF REQUIRED, SHALL BE LOCATED
4' IN ADVANCE OF ANY CROSSWALK STRIPING.
7. CURB INLETS SHALL NOT BE LOCATED WITHIN
10' OF A CURB RAMP.
i
8. GUTTER SHALL PROVIDE SMOOTH TRANSITION TO
RAMPS.
TRANSITION CURB
TO MEET RAMP
MAINTAIN FLOWLI N E
USE 1" DEPRESSED
VERTICAL CURB
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MEDIUM BROOM FINISH
PERPENDICULAR TO SLOPE
MEDIUM BRL"I v
PERPENDICULAR TO SLOPE
6" MIN. PREPARED SUBGRADE
PER PAG SPECIFICATION 908
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NAY
COTTA RED
3
K611�01
9. DETECTABLE WARNING SURFACE TO
CONSIST OF TWO TEK -WAY PANELS OF
SIZE 24 INCHES BY 30 INCHES.
COLOR OF PANELS TO BE TERRACOTTA.
10. TEK -WAY PANELS TO BE
INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS. DETAIL ASSUMES
SETTING PANELS IN WET CONCRETE.
PROVIDE 1 INCH CAVITY IF SETTING
PANELS SEPARATE FROM CONCRETE
POUR.
11. PANELS TO BE PROTECTED FROM
CONSTRUCTION DEBRIS /DIRT UNTIL
OVERALL PROJECT COMPLETE.
12. ALTERNATE SYSTEMS SHALL HAVE
DETECTABLE WARNING THAT CONSISTS
OF RAISED TRUNCATED DOMES WITH A
DIAMETER OF 0.9" AT BOTTOM, 0.4" AT
TOP, AND A NOMINAL HEIGHT OF 0.2"
AND A NOMINAL CENTER TO CENTER
SPACING OF 2.35 ". COLOR MUST BE
OF A DULL RED HUE. ALTERNATE
SYSTEMS MUST BE APPROVED BY THE
TOWN ENGINEER.
13. DEPRESSED CURB HEIGHT
CALCULATED TO ACHEIVE A 1:12
SLOPE FROM THE FLOWLINE TO THE
TOP OF DEPRESED CURB FOR
STANDARD BARRIER CURB USED IN
THE TOWN OF MARANA AND MAY NOT
APPLY TO ALL SITUATIONS. THE
CONTROLLING FACTOR OF ALTERNATE
DESIGNS SHALL BE A 1:12 MAXIMUM
SLOPE FROM FLOWLINE TO TOP OF
DEPRESSED CURB.
NOT TO SCALE
2 -24 "x30" TEK -WAY
PANELS IN TERRACOTTA
DEPRESSED
BARRIER CURB
MAINTAIN FLOWLINE
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SECTION THROUGH RAMP
A n" KAIKI i ANIrniNin /- n"
FRONT END VIEW
RAMP WITH WING RAMP WITH
RETURNED CURB
5' MIN.
6' 5' MIN. 6' RIGHT OF WAY
MIN. LANDING MIN,
SIDEWALK
D
,
SIDEWALK
'ER STREET
1;12
o
1
PER STREET
SECTION
MAX.
MAX.
SECTION
ROLLED CURB
SAW CUT EXISTING CURB AND GUTTER.
REMOVE CURB AND GUTTER TO JOINT
FLOWLINE IF WITHIN 2' OF EXPANSION JOINT.
MAINTAIN FLOWLINE
TRANSITION FROM ROLLED CURB USED 1" DEPRESSED
TO DEPRESSED CURB ROLLED CURB
6" 4' MIN FOR MIDBLOCK LANDING 2 '
5'MIN FOR CORNER LANDING
2 - 0" _
MEDIUM BROOMS
FINISH PERPENDICULAR
.
TO SLOPE d
a.
6 "x 18"
HEADER
CURB
6" MIN. PREPARED SUBGRADE
PER PAG SPECIFICATION 908
2 -24 "x30" TEK —WAY PANELS
IN TERRACOTTA
SIDEWALK
PER STREET
SECTION
ROLLED CURB
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
TRANSITION CURB
TO MEET RAMP
EXPIRES 6/30/2019
MAINTAIN FLOWLINE
FROM ROLLED CURB
FLOWLINE
USE 1 "
DEPRESSED
ROLLED CURB
N OTES :
1. GRADES ON SIDEWALKS LEADING TO AND FROM
THE RAMPS SHALL FOLLOW CURB GRADES.
2. CURB INLETS SHALL NOT BE LOCATED WITHIN
10' OF A CURB RAMP.
3. GUTTER SHALL PROVIDE A SMOOTH TRANSITION
THROUGH THE RAMP.
4. DETECTABLE WARNING SURFACE SHALL BE
CONSTRUCTED 2 INCHES AWAY FROM DEPRESSED
CURB.
5. DETECTABLE WARNING SURFACE TO CONSIST OF
TWO TEK -WAY PANELS OF SIZE 24 INCHES BY 30
INCHES. COLOR OF PANELS TO BE TERRACOTTA.
6. TEK -WAY PANELS TO BE INSTALLED PER
MANUFACTURER'S INSTRUCTIONS. DETAIL ASSUMES
SETTING PANELS IN WET CONCRETE. PROVIDE 1
INCH CAVITY IF SETTING PANELS SEPARATE FROM
CONCRETE POUR.
7. PANELS TO BE PROTECTED FROM CONSTRUCTION
DEBRIS /DIRT UNTIL OVERALL PROJECT COMPLETE.
8. ALTERNATE SYSTEMS SHALL HAVE DETECTABLE
WARNING THAT CONSISTS OF RAISED TRUNCATED
DOMES WITH A DIAMETER OF 0.9" AT BOTTOM, 0.4"
AT TOP, AND A NOMINAL HEIGHT OF 0.2" AND A
NOMINAL CENTER TO CENTER SPACING OF 2.35 ".
COLOR MUST BE OF A DULL RED HUE. ALTERNATE
SYSTEMS MUST BE APPROVED BY THE TOWN
ENGINEER.
9. DEPRESSED CURB HEIGHT CALCULATED TO
ACHEIVE A 1:12 SLOPE FROM THE FLOWLINE TO
THE TOP OF DEPRESED CURB FOR STANDARD
ROLLED CURB USED IN THE TOWN OF MARANA AND
MAY NOT APPLY TO ALL SITUATIONS. THE
CONTROLLING FACTOR OF ALTERNATE DESIGNS
SHALL BE A 1:12 MAXIMUM SLOPE FROM FLOWLINE
TO TOP OF DEPRESSED CURB.
NOT TO SCALE
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SIDEWALK
PER STREET
SECTION
BARRIER CURB
A 1:50 MAXIMUM SLOPE
B 1:12 MAXIMUM SLOPE, SEE NOTE 8
TRANSITION FROM BARRIER CURB
TO DEPRESSED CURB
5' 5' No
MIN. MIN.
L n 2_� rA 8-
.......... / /
Irduml
6'— 15'
SEE NOTE 8
00
Ln
00
MAINTAIN FLOWLI N E
USED 1" DEPRESSED
BARRIER CURB
BARRIER CURB
TYPE 3A
LIMITED RIGHT OF WAY WITH CURBWAY
6'— 15'
SEE NOTE 8
MAINTAIN FLOWLI N E
USED 1" DEPRESSED
BARRIER CURB
EXPIRES 6/30/2019
APPROVED FOR DISTRIBUTION: Siona,
g 5 e„
� o1 9i
y 4084
K H
WARD
Keith E. Brann, P.E. BRANN
Town Engineer resl9ned
P•
9R �Z0 N A, v 5 •
BARRIER CURB
_ 6'— 15' _ �
SEE NOTE 8
TYPE 3B
LIMITED RIGHT OF WAY WITHOUT CURBWAY
MAINTAIN FLOWLI N E
USED 1" DEPRESSED
BARRIER CURB
NOT TO SCALE
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TRANSITION FROM BARRIER CURB
TO DEPRESSED CURB
5'
5'
MIN.
low No
MIN.
TRANSITION FROM BARRIER CURB
RIGHT OF WAY
TO DEPRESSED CURB
— — — —
5'
MIN.
SIDEWALK
PER STREET
A
z
/
RIGHT OF WAY
SECTION
••••••••••
SIDEWALK
PER STREET Lo A B
i
SECTION ••,,,•••„
BARRIER CURB
TYPE 3A
LIMITED RIGHT OF WAY WITH CURBWAY
6'— 15'
SEE NOTE 8
MAINTAIN FLOWLI N E
USED 1" DEPRESSED
BARRIER CURB
EXPIRES 6/30/2019
APPROVED FOR DISTRIBUTION: Siona,
g 5 e„
� o1 9i
y 4084
K H
WARD
Keith E. Brann, P.E. BRANN
Town Engineer resl9ned
P•
9R �Z0 N A, v 5 •
BARRIER CURB
_ 6'— 15' _ �
SEE NOTE 8
TYPE 3B
LIMITED RIGHT OF WAY WITHOUT CURBWAY
MAINTAIN FLOWLI N E
USED 1" DEPRESSED
BARRIER CURB
NOT TO SCALE
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1. GRADES ON SIDEWALKS LEADING TO AND FROM THE RAMPS SHALL
FOLLOW CURB GRADES.
2. CURB INLETS SHALL NOT BE LOCATED WITHIN 10' OF A CURB RAMP.
3. GUTTER SHALL PROVIDE A SMOOTH TRANSITION THROUGH THE RAMP.
4. DETECTABLE WARNING SURFACE TO CONSIST OF TWO TEK —WAY PANELS
OF SIZE 24 INCHES BY 30 INCHES FOR TYPE 3 RAMPS AND SIZE 24
INCHES BY 24 INCHES FOR TYPE 3A AND 3B RAMPS — CUT AS NEEDED.
COLOR OF PANELS TO BE TERRACOTTA.
5 ' - 0 "
� A
MEDIUM BROOM FINISH
PERPENDICULAR TO SLOPE
6" MIN. PREPARED SUBGRADE
PER PC /COT STD. 908
6'— 15'
6" SEE NOTE 8
MIN.
B
A 1:50 MAXIMUM SLOPE
B 1:12 MAXIMUM SLOPE, SEE NOTE 8
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
VARIES
:50 MAX
TEX WAY PANEL
WIDTH VARIES
a
a
DEPRESSED
BARRIER CURB
MAINTAIN FLOWLI N E
EXPIRES 6/30/2019
5. TEK —WAY PANELS TO BE INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. DETAIL ASSUMES SETTING PANELS IN WET CONCRETE.
PROVIDE 1 INCH CAVITY IF SETTING PANELS SEPARATE FROM CONRETE
POUR.
6. ALTERNATE SYSTEMS SHALL HAVE DETECTABLE WARNING THAT
CONSISTS OF RAISED TRUNCATED DOMES WITH A DIAMETER OF 0.9" AT
BOTTOM, 0.4" AT TOP, AND A NOMINAL HEIGHT OF 0.2" AND A NOMINAL
CENTER TO CENTER SPACING OF 2.35 ". COLOR MUST BE OF A DULL
RED HUE. ALTERNATE SYSTEMS MUST BE APPROVED BY THE TOWN
ENGINEER.
7. DEPRESSED CURB HEIGHT CALCULATED TO ACHEIVE A 1:12 SLOPE
FROM THE FLOWLINE TO THE TOP OF DEPRESED CURB FOR STANDARD
BARRIER CURB USED IN THE TOWN OF MARANA AND MAY NOT APPLY TO
ALL SITUATIONS. THE CONTROLLING FACTOR OF ALTERNATE DESIGNS
SHALL BE A 1:12 MAXIMUM SLOPE FROM FLOWLINE TO TOP OF
DEPRESSED CURB.
8. RAMP LENGTH TO BE A MINIMUM OF 6 FEET. RAMP MUST BE
LENGTHENED AS NECESSARY DUE TO ADJACENT STREET SLOPE TO
ACHIEVE EITHER A 1:12 MAXIMUM SLOPE UP TO A MAXIMUM LENGTH OF
15 FEET.
NOT TO SCALE
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1 . ALL IRRIGATION LINES GREATER THAN
3/4" IN DIAMETER SHALL BE PLACED AS
SHOWN.
2. TREES SHOULD BE PLACED TO THE
REAR OF A CURBWAY OR JUST OFF THE
CENTERLINE OF A MEDIAN.
3. DEEP ROOT WATERING SYSTEMS ARE TO
BE USED ON ALL LANDSCAPE PALETTES
WITH TREES IN CURBWAYS OR MEDIANS.
4. 36" DEEP ROOT BARRIERS REQUIRED
FOR ALL TREES WITHIN CURBWAYS.
5. 36" DEEP ROOT BARRIERS REQUIRED
FOR MEDIAN TREES CLOSER THAN 6 FEET
FROM CURB.
6. WHEN REQUIRED, ROOT BARRIERS
SHALL EXTEND 5 FEET TO EITHER SIDE OF
TREE MEASURED PERPENDICULAR TO
PAVEMENT /CURB. TOP OF ROOT BARRIER
EVEN WITH TOP OF FINISHED
EARTHWORK /BELOW ROCK MULCH.
ALL IRRIGATION LINES
GREATER THAN 3/4"
36" ROOT BARRIER
ALL IRRIGATION
GREATER THAN
36" RVU 1 01- \MMILM
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
SIDEWALK
IRRIGATION LINE
CURB
5' 5' STREET
ROOT
BARRIER
EXPIRES 6/30/2019
NOT TO SCALE
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AND STRIPING
i 4
TYPICAL SIGNING�
NOTES
1. See PCDOTJCOTDOT Pavement Marking
Standards Detail 2--8.
2. See PCDOT / COTDOT Pavement Marking Standards Detail 5 -13.
3. See Sheet 2 of 3 for Sign Details
4. Cross Section A —A (Truck Apron), See sheet 3 of 3 T
s to be determined during design. Iw
5. Size and location of islands �
6. Landscaping shall be approved by the Traffic Engineering Division.
installed within the Town rights —of --way.
7. All signs shall be insta 2 � —
x
k 2 350' Ma
� 4
150' Min.
(TYP. r�
Highly Visibility Crosswalk WS5 5
(Note 1) (YFI. ) �.
YS4
9 (•)
E
350" Max_
150' Min.
End Trectrnents
(Note
3
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j
� 1 i
APPRO FOR D I STRIBUT ION, - MARANA SUBDINASION STREET STANDARDS DETAIL NC:
} 'DD -1
1 ' - -- ROUNDABOUT
WE 7
eith E. Bran n, P.E.
Acting Town Engineer
DATE 9/14/05 R EVISED - SHEET 1 OF 3
Ac g 9
Marana Re ular Page 193 of 298
MOUNTABLE CONCRETE CURB, GUTTER AND TRUCK APRON COMBINATION
NOTES:
1. WHEN THE SLOPE OF THE PAVEMENT IS AWAY FROM THE CURB AND GUTTER THE
SLOPE OF THE GUTTER SHALL MATCH THE PAVEMENT CROSS SLOPE.
2. TRUCK APRON SHALL BE CLASS I CONCRETE, COLORED FULL DEPTH WITH RED
PIGMENT AS APPROVED BY THE TOWN ENGINEER OR DESIGNEE. (14 LBS. RED PIGMENT
PER 94 LB. STOCK OF CEMENT, SCORED IN 12" BLOCKS. ONLY MINOR VARIATIONS
IN COLOR It WILL BE ACCEPTED.)
3. INSTALL 1/2" EXPANSION JOINT MATERIAL IN CURB AND GUTTER, AND IN TRUCK
APRON AT 100' INTERVALS, AT STRUCTURES, AND AT BEGINING AND END OF
CURVES. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS.
4. THE CONSTRUCTION JOINT AND THE 1/2 EXPANDABLE JOINT MATERIAL CAN BE
ELIMINATED IF CURB POURED MONOLITHIC WITH TRUCK APRON.
ROADWAY
10
12"R
TRUCK APRON
CLASS 1, 3400 PSI
CONCRETE
4. 0 (MIN.)
�+ 12"
1 "R 112 "'R
7
t
L r
- ' f
11 '� EXPANDABLE
JOINT MATERIAL
(SEE NO TE 4)
L 114 "R
�
No. 5 x 2 * -0"
6 - "r=DESlGN _ EE . VEAL
112" Batter,
Reinforcing Bars
at 5' 0"CtoC
Emuisi fed Tack Coat
If abutting AC Pavement
CLA 1 3000 PSI
CONCRETE
Cross section A—A
APPROVED FOR DISTRIBUTION: N
scan x • L
M
LESWA I q A �
Keith E. Brann, P.E., Hydr
Acting Town Engineer y ON xze
Marana Reaul
MARANA SUBDIVISION STREET STANDARDS
ROUNDABOUT
OAT£; 9/14/05 I REVkSED:
DETAIL NO
dell i
SHEET 3 OF 3
Page 195 of 298
NOTES:
1. All materials and construction shall conform to the
requirements of the. Special Provisions and Standard
Specifications.
2. Unstable soil may require deeper foundations. See
Special Provisions and Standard Specifications.
3. For conduit size, location, and quantity, see Project
Plans.
4. Anchor bolts shall be galvanized /," x 12" x 4" complete
with nuts and washers.
5 . Anchor bolt's projection above foundation shall be 2"
min. 2Y max.
b. Conduit projection above foundation shall be 2Y min. 4"
max.
7. Use an approved silicon sealer RTV type gray in color
or clear, between cabinet and foundation.
S. In unpaved areas a raised concrete pad foundation (
x width of cabinet foundation x 4" thick) shall be
installed in front of the cabinet (door side). Pad shall
be set 2 below the foundation elevation. Slope pad
away from cabinet at a 50: slope.
9 . All cabinet foundations shall have two (2) %" diameter x
NOTES 10' long bonded copper ground rod with clamp.
id
10. Install 1-4" conduit for future use, stubbed and capped
)inet 24 past the edge of the foundation as directed by the
nt Town Engineer or His /Her Designee.
11. 1" sleeve (for each ground rod) shall be inserted when ,
foundation is poured. Install one (1) /4 " diameter x 10
long bonded copper ground rod in each sleeve.
12. 4" sleeves for service conduits if an Electrical Utility
Service Entrance Requirement Committee (EUSERC)
meter socket or EUSERC utility pull section and /or
service disconnect enclosure are required.
13. Prior to pouring concrete foundation, final approval of
conduit placement from Town Engineer or His /Her
Designee shall be obtained.
.Xulu IVW I L l u FED' a I W %J%OP,LM� 14. Contractor is responsible to make sure cabinet fits on
bolt pattern.
APPRO D FOR DISTRIBUTION:
9 9/2005
Keith E. Brann, P.E., Date
A tint arcTra g 9�pe*ftleeting 06/21/2016
GENERAL TRAFFIC SIGNAL RESPONSIBILITIES:
1. Materials installed as part of this Project shall be furnished and installed
in accordance with the requirements of the following table:
GENERAL TRAFFIC SIGNAL RESPONSIBILITIES ra GNTINUED):
2. The Contractor shall contact the Town of Marana ffic Signal
Maintenance and Operations Supervisor at (520)382-2500 a minimum
of two (2) weeks prior to the scheduled installation of the
cabinet(s). The Town of Marana will deliver the cabinet(s) to the
Project Site on the day scheduled for installation.
3. The Town of Marana will place the cabinets) onto the foundation(s).
The Contractor shall be responsible for ensuring that the anchor
bolts are positioned such that the cabinet(s) will align properly onto
the foundation(s). Contractor shall secure cabinet(s) to the
. foundation.
4. The Contractor shall be responsible for routing all conductors into .
the cabinet, and shall identify routing and connections of all cables
and conductors as required in the 1994 Pima Count 4%wn of Tucson
Standard Specifications for Public Improvements". of
Marana staff will terminate the conductors in the cabinet(s).
5. The Contractor shall carefully disassemble and salvage all existing
traffic signal and street lighting equipment that is not to remain or
be relocated as shown on the Project Plans or as rovided in the
Special Provisions. All of the salvaged equipment shall be returned
to the Town of Marana Operations Center , 5100 West Ina
(MOC
Rood Tucson AZ 85743. The sale )
. t aged equipment shall be unloaded
by the Contractor, as directed by the Town. Contact the Town of
Marana Traffic Signal Maintenance and Operations Supervisor at (520)
382 -2500 a minimum of two (2) working days (excluding weekends
and Town recognized holidays) prior to delivering the equipment.
6. Existing traffic signal operations shall be maintained throughout the
duration of the Project as shown on the Project Plans or as called
for in the Special Provisions unless approved by the Town Engineer
or His /Her Designee.
7. The Contractor shall obtain all required permits and shall be
responsible for all traffic control related to the ProJJ'ect and the
construction zone. The Contractor shall strictly conform and adhere
to the approved Project Traffic Control Plan at all times.
8. The Contractor shall install /construct all items associated with the
Project as called for on the Project Plans or in the Special
Provisions.
9. The Contractor shall load, transport and unload all items specified on
the Project plans supplied by both the Contractor
and the Town to the job site, unless specified otherwise by the
Engineer. The Contractor shall notify the Town of Marana and its
representatives a minimum of two (2) working days (excluding
weekends and Town recognized holidays) in advance. Contact the
Traffic Signal Maintenance of Operations Supervisor at (520)
382— 2500.
Note: It is intended that the Notes herein of the Traffic Signal Standard
Responsibilities shall be considered part of the Construction Contract
Documents. If the Project Plans differ from the notes herein (Town
of Marana Standard De ail 750 --400) the Project Plans shall note the
change on the Project Plan's General Note Sheet and be edited
where appropriate fit the Pro iect.
Contractor ' Contracto
Town Town
Furnished - InstalU
Constructed
, Furnished Installed
Traffic Sig nal Poles and Mast Arms
X X
Steel Pales and Anchor Bolts (With Nuts
and Washers)
X X
Concrete Pale Foundation
X X
Type IV Traffic Signal Controller Cabinet(s)
With Controller(s) 'and All
X X
Auxiliary/Incidental Equipment
Controller Cabinet Concrete Foundation with
Anchor Bolts
X X
Electrical Service Pedestal
X X
Electrical Service Pedestal Concrete
Foundation
X X
All Wiring and Cabling (Including Bare Bond
Wire and Pull Rope
X X
Concrete Pull Bones
X X
Electrical Conduit
X X
Ground Rods and Connectors
X X
Traffic Signals and Mounting Assemblies
X X
Pedestrian Signals and Mounting Assemblies
X X
Pedestrian Push Button Stations with Si ns
X X
Luminaires and Photocells
X X
Vehicle Detection Loos
X X
Emergency Vehicle Preem tion Equipment
X
X
Ernerg Vehicle Preemption Wir
X X
Video Detection S tem Equipment.
X
X
Video Detection System Wire and Cable
X
X
Pan /Tilt /Zoom Color —B /W Video Equipment
X
X
Pan /Tilt /Zoom Color —B /W Cable &' Wire
X
X
Internally Illuminated Street Name Sign(s)
or Street Name Sign
X X
Reg Signing
X X
All other appurtenances necessary for the
operation of the traffic signal installation(s),
X X
except as modified on the Project Plans or
as provided in the Special Provisions.
APPRO FOR DIS UTION:,,wN
/0/00
,COTr A.
u
a 7 I
9 MAR NA" 7
Keith E. Brann, P. E. Date
Town MEngiftegWar Council Meeting 06/21/2016
n
GENERAL TRAFFIC SIGNAL RESPONSIBILITIES ra GNTINUED):
2. The Contractor shall contact the Town of Marana ffic Signal
Maintenance and Operations Supervisor at (520)382-2500 a minimum
of two (2) weeks prior to the scheduled installation of the
cabinet(s). The Town of Marana will deliver the cabinet(s) to the
Project Site on the day scheduled for installation.
3. The Town of Marana will place the cabinets) onto the foundation(s).
The Contractor shall be responsible for ensuring that the anchor
bolts are positioned such that the cabinet(s) will align properly onto
the foundation(s). Contractor shall secure cabinet(s) to the
. foundation.
4. The Contractor shall be responsible for routing all conductors into .
the cabinet, and shall identify routing and connections of all cables
and conductors as required in the 1994 Pima Count 4%wn of Tucson
Standard Specifications for Public Improvements". of
Marana staff will terminate the conductors in the cabinet(s).
5. The Contractor shall carefully disassemble and salvage all existing
traffic signal and street lighting equipment that is not to remain or
be relocated as shown on the Project Plans or as rovided in the
Special Provisions. All of the salvaged equipment shall be returned
to the Town of Marana Operations Center , 5100 West Ina
(MOC
Rood Tucson AZ 85743. The sale )
. t aged equipment shall be unloaded
by the Contractor, as directed by the Town. Contact the Town of
Marana Traffic Signal Maintenance and Operations Supervisor at (520)
382 -2500 a minimum of two (2) working days (excluding weekends
and Town recognized holidays) prior to delivering the equipment.
6. Existing traffic signal operations shall be maintained throughout the
duration of the Project as shown on the Project Plans or as called
for in the Special Provisions unless approved by the Town Engineer
or His /Her Designee.
7. The Contractor shall obtain all required permits and shall be
responsible for all traffic control related to the ProJJ'ect and the
construction zone. The Contractor shall strictly conform and adhere
to the approved Project Traffic Control Plan at all times.
8. The Contractor shall install /construct all items associated with the
Project as called for on the Project Plans or in the Special
Provisions.
9. The Contractor shall load, transport and unload all items specified on
the Project plans supplied by both the Contractor
and the Town to the job site, unless specified otherwise by the
Engineer. The Contractor shall notify the Town of Marana and its
representatives a minimum of two (2) working days (excluding
weekends and Town recognized holidays) in advance. Contact the
Traffic Signal Maintenance of Operations Supervisor at (520)
382— 2500.
Note: It is intended that the Notes herein of the Traffic Signal Standard
Responsibilities shall be considered part of the Construction Contract
Documents. If the Project Plans differ from the notes herein (Town
of Marana Standard De ail 750 --400) the Project Plans shall note the
change on the Project Plan's General Note Sheet and be edited
where appropriate fit the Pro iect.
GENERAL TRAFFI C SIGNAL NOTES (CONTINUED):
34.
The Contractor shall coordinate . with the tel ephone utility public
improvement coordinator to verify the location of the
40, The Design Speed far .� is _ �.��..�_ mph. The Posted
P
Speed far is
telephone connection at each intersection.
--- .—___�
mph .
35.
The Contractor shall "pothole" or hand dig all foundations prior
to the placement of all cabinets, and traffic signal and /or
41. The Contractor is advised of the utility contacts as indicated in the
following table:
.street light poles.
36.
The Contractor shall not make or begin any excavation, di ging
Utility
Contact Phone No.
or any work associated with movin any earth or round wi hin
any public Town rights —of —way, uti ity easements, and any
Tucson cson Electric Power Co
Gar oulEn
expressed or implied private property without first determining
whether an underground facilities
QWEST
AT&T Communications
Steve Johnson
.
Y 9 (shown and not shown on
Mike O'Neill
r
the Project Plans) will be encountered, and if so where they
are located from each and every public utility, municipal
Comcast Cable Communications
Mire Gin
corporation or other entity having the might to bury such
Pima Count Wastewater Mana ement
Bob Decker
underground facility within the p ublic —
g y p b c rigght —of ht—of—way, ,private
Southwest Gas Cor r
o anon
Robert D aniels
property or eas within the Project limits. The
Contractor shall take all nesesay measures for the location
Sprint Communications
Cohn Sward
and control of such facilities in a careful and prudent manner.
Marana Water Ue artment
Brad De .
S a�n
Tucson Water Dep artment
Tony Tineo
37.
Any equipment and /or utilities the project (shown or
Trico Electric Cooperative
Chuck Wilcox
; within
not shown on the lane t hat p ) at is damaged or destroyed by the
contractor shall be repaired or rep laced at the sole expense
P p p
(The desi ner shall coordinate veri
g , verify,
' st all utrlity companies and
and I �imits,
of the Contractor.
* • *
contacts within the Project l and
provide the correct information in
the table above.)
38.
The Contractor shall Immediately report all conflicts regarding
the overhead utilities and the Project signal equipment that is
to be installed as indicated on the Project Plans to the Town
Engineer and the utility of j urisdiction. If required, the
Contractor shall coordinate all utilit and/or traffic si 2ng nal
* equipment
relocation as re uired wE h te Town the
of Record and the Utility Company.
39.
The Contractor shall pothole all utilities (shown and not shown
on the Project plans) prior to baring, trenching, or directional
drilling to verify depths and locations.
Note:
It is intended that Notes 1 �39 of this Traffic Signal Standard shall be
considered as part of the Construction Contract Documents, If the
Project Plans differ from the notes herein "(Town of Marana Standard
Detail 730.401) the Project Plans shall note the change on the Project
Plans General Note Sheet and be edited where appropriate to fit the
Project.
It is intended that Notes 40 -41 of this.' Traffic Signal Standard be placed
on the Project Plans in their entirety and edited where appropriate to fit
the Project.
APPR D FOR DISTRIBUTION:
07/1 4/2006
faith E Brann, P.E,, Date
TOwn •
I rWU fk9jular Council Meeting 06/21/2016
GENERAL TRAFFIC SIGNAL NOTES (CONTINUED):
17. IMSA 19 -1, 16— conductor solid wire cable shall be installed continuous
and unspliced from the controller cabinet to the Type "A" or Type "G"
'J G ol�e on each corner. At locations where there are no Type A or Type
poles, the 16-- conductor cable shall be installed to the No. 7 uli
box on that corner for future use with a minimum of 30' slack. See
Town of Marana s Traffic Signal Cable Schematic Standard Detail and
Traffic Signal Wiring Schematic Standard Detail for details.
15. See Town of Marano Typical Traffic Signal Wirin.9 Schematic for wiring
details for Vehicular Signal Heads, Pedestrian Signal Heads, Pedestrian
Pushbuttons, and EVPE installations.
19. All vehicle detection loop wire shall be #1 4 AWC, IMSA 51- cable.
Detector lead —in cables shall be #14 AWC, IMSA 50-2 -1954 cable. The
detector lead -in cable shall be continuous and unspliced between the
controller cabinet and the pull box adjacent to loop. Provide a
minimum of five (5) feet of slack as measured from the lip of the pull
box opening in the pull box adjacent to the loop detector.
20. All telephone interconnect cable, and detector lead —in cable shall be
continuous and unspliced.
21. The video detection cable shall be installed, continuous and unspliced,
from the video camera mounting (attached to the luminaire most arm)
to the controller cabinet.
22. The emergency vehicle preemption sensor cable shall be 3M— Opticom
Detector Cable Model No. 135 or approved equal s specified pp q a spec�fred by the
Town Engineer or Hs /Her Designee.
23. The conductors for the emergency vehicle preemption sensor and beacon
shall be routed to the traffic signal head at the mast arm ti or as
specified on the Project Plans, Special Provisions and/or the Town
Engineer or His /Her Designee. Provide lengths as required by the Town
Engineer or His /Her Designee.
24. The location of preemption sensors shall be in accordance with Standard
Details 730 -410 thru 730-417 or as approved by the Town Engineer
prior to the installation of the sensors. All vehicle detection loops shall
be centered within the avement of the trav p a el lane or as approved by
the Town Engineer.
25. Vehicle Detection Loops shall be installed prior to the final lift of
pavement. For loops installed after the final lift, detection loop sawcuts
shall be flushed with water under pressure and then dried with air under
pressure prior to applying loop sealant.
26. All side by side 6' X 6' loops shall have a separate Detector Loop
Lead —in Cable.
APPROVED FOR DISTRIBUTION.
07/14/2006
Keith E. Brann, P.E., Date
Town Fm gl ular Council Meeting 06/21/2016
27. All signal housings shall be polycarbonate and black. All visors shall be
ppainted black and material approved by the Town Engineer or His /Her
g P g
Des nee prior to ordering and installation.
25. All vehicular signal faces shall be 12 inch and all leases shall be
ppol carbonate. All signal indications shall be LED, except the yellow
all and yellow arrow Indications moue
y t d overhead on a mast arm,
which shall be incandescent. All yellow indications (yellow ball and yellow
arrow) within a vehicular signal face, not mounted on an overhead
mastarm, shall be LED. All Pedestrian signal faces shall be LED
9 Countdown Style Pedestrian Signal Heads as provided in the MUTCD
2003 ed. (Section 4E.07)
29. There shall be a minimum of two circuits (each with a separate
electrical phase) for the intersection safety lighting and internally
Illuminated Street Name Si(IISNS) .
g n circuit. . u�t. There * shall be a minimum
of two circuits provided to each poles hand hole with solid No. 10 AWC
THHW conductors. The luminaires shall be wired such that circuit No. 1
luminaires are on its diagonally op osite counterpart. + The other
diagonally opposing luminaires shall be wired on circuit No. 2. The
IISIVS shall be wired using he opposite circuit from .
g pp om the luminaire, on
the same pole, that the luminaires are wired. All IISNS shall be
installed and wired from the pull box to the iISNS unspliced.
30. Three (3) No. 10 AWC —THHW Conductors shall be installed from each
luminaire to the pole's adjacent pull box that the luminaire is mounted
*
on and shall be unspliced, leaving a minimum of five (5 p in—
feet of slack
as measured from the pull box lip opening. Install a 1 —am
fuse for each luminaire d in the ass .
9 � 7 p ull bo ociated x line
,
31. For each luminaire circuit, three (3) conductors, THHW No. 10 AWC,
shall be pulled from the power service cabinet to the poles adjacent
pull box unspliced.
32. Prior to construction of pole foundations, grade slope to ensure that
top of foundations are not exposed more than 6 above final grade.
i
Grade all pole foundations, cabinet foundations p ull boxes and the ilk
such that drains a of water flows away from the equipment being
constructed and or installed.
33. The Contractor shall contact the electrical utility public improvement
coordinator to verify the service connection requirements and the
location of the electric service connection for the traffic signal at each
intersection. The Contractor shall be responsible for excavating and
backfilling the trench and installing any necessary sleeves under
sidewalks or driveways. The Contractor is responsible ; for installing the
required conduit infrastructure between the service point and the
UPS /meter pedestal according to the utility electrical service provider's
requirements. The electrical utility will install the electrical cable in the
conduit between these two locations or as provided on the Project
Plans.
GENERAL TRAFFIC SIGNAL NOTES:
1. All equipment /materials and construction shall comply with the
requirements contained in the Town of Marana Standard Details (latest
edition), the Project's Supplemental Specifications, the Special Provisions,
the Project Plans, the 2003 Pima County /City of Tucson Standard
Specifications for Public Improvements ", and the Pima County City Cit of
Tucson "Standard Details for Public Improvements ".
2. All pedestrian push button assemblies shall comply with current ADA
requirements. The pedestrian pushbutton signs shall be the R10 -3e as
identified in the Manual on Uniform Traffic Control Devices (MUTCD),
latest edition.
3. Internally Illuminated Street Name Signs (IISNS) shall be installed such
that the sign is mounted directly to the vertical shaft of the pole,
located above the signal mast arm and positioned such that the sign is
side mounted on the street side of the pole. The Contractor shall
submit a sign detail and mounting detail to the Town for review a
minimum of three (3) weeks prior to the estimated installation date. for
Town s approval.
4. The exact location of each new pole foundation, pull box, controller
cabinet foundation, and UPS /electric service pedestal foundation shall be
approved by the Town Engineer or His /Her Designee prior to final
[p lacement, installation and/or construc
f � �t on,
5. The top of the pole foundation shall be level and six (6) inches above
the finished grade. Provide extended bolts for all pole foundations to
allow for future elevation adjustments.
6. All Conduit, Cable, Wire, Poles, Posts, Signs, Equipment, Materials and
Appurtenances supplied for the Project shall be furnished and purchased
new and unused. The new a ui ment, materials and appurtenances
shall .' ordered and delivered for this specific Project onl . T
p a y he
Contractor hal l provide a submittal, list of all proposed materials along
with the material specifications to the Town for all materials to be
incorporated in the Pro jest to the Town Engineer for review and
approval prior to construction. The Town Engineer shall inspect and
approve the said requested equipment, material and /or appurtenances
prior to use and or installation. The said material in no way shall be
used without wri ten consent - from the Town Engineer, The Town
reserves the right to refuse to allow the installtion of an and all
equipment the Contractor submits for approval if it chooses without
cause, justification and /or recourse. If Contractor installs the materials
without prior written consent from the Engineer, the Contractor shall
remove and replace the equipment with acceptable new equipment
and /or materials at his/ sole expense.
ease. / p
7. All new conduit as shown on the Project Plans shall be installed a
minimum of 30 inches below finished grade. Conduit installed under
roadways, drivewayys, or any open areas subvolts 'ect to vehicles, - or conduits
with conductors that have voltages over 2U
volts, shall I
be installed a
APPROVED FOR DISTRIBUTION:
07/14/2006
Keith E. Bann, P. E., Date
TO wn '
I@101"ular Council Meeting 06/21/2016
7. minimum of 36 inches below finished grade unless stated otherwise on
(Cont.) the Project Plans or in the Special Provisions.
8. Any conduit . installed shallower than 30 inches below finished grade shall
be encased in concrete per Pima County/City of Tucson Standard
S ecifications for Public Improvements ", 2003 edition, Subsection
72 -3.01 (G).
g..Prior to the Town's acceptance and prior to pulling conductor, cable;
wire and /or fiber optic cables, all conduits) (new and existing) to be
incorporated into the new system as provided for on the Project Plans
shall be cleaned and blown out with compressed air in the presence of
the Town's inspector. A properly sized conduit piston or mandrel shall
be pulled through the enure conduit system in the presence of the
Town s inspector prior to conductor, cable or wire installation to ensure
that no obstructions or debris exist in the conduit. No water or
moisture shall remain in conduits) prior to installing conductors.
10. Conduit installed under existing paved driveway(s), sidewalk(s), and
�roje avement that are not scheduled to be reconstructed as part of the
shall be installed by means of boring or directional drilling.
11. Pull boxes shall not be installed within concrete curb access ramp(s) or
sidewalk(s). Any pull boxes installed behind curb(s) shall be installed
between the curb and the proposed /future sidewalk or beyond the
proposed /future sidewalk in accordance with the Project Plans and
Special Provisions. An exception to this requirement is r for ull
boxes installed within a median or as otherwise called permitted
r on the p
Project Plans, Special Provisions, or by the Town Engineer or His /Her
Designee.
12. Any pull boxes installed along an uncurbed roadway shall be installed
adjacent to, but not within, the shoulder.
13. A %" diameter x 10' long ground rod (copper) shall be installed in all
7� pull boxes used for the High Voltage conductors. A % diameter x
10 long + ground rod copper) shall be installed in the home run pull box
( No. 7 with extension adjacent to the controller cabinet. Two ground
rod clamps shall be urnished for grounding the ground wire on each
ground rod.
14. Two (2)/4" diameter x 10' long ground rods (copper) shall be installed
in the controller cabinet foundation a minimum of 8 feet apart. 'See
Town of Marana s Controller Cabinet Foundation Standard Detail
(730 -210) for details.
15. The high voltage cables and conductors shall be separated from the low
voltage cables and conductors, and shall be installed /constructed in
separate conduit.
16. IMSA 10-- -1 20—conductor solid wire cable shall be installed continuous
and unpliced from the controller ; cabinet through the No. 7 pull box on
each corner to the poles traffic signal head wire splicing compartment.
6 ,!
� Solar Panel
t
Expo Area See
Chart (2- Sides)
See Table A,
0
Table
A .
a x.
ax.
P ol e Height
Y
Exposed
Pale Height
Y
Area
7 '
4 *'
45 s . ft.
1 0
7 *�
s/ • w
12
12.5"
'
12.5
0 q, ft.
Table
B
Exposed Area, See
Table A (2- Sides)
Handhle,
Sidewalk Side
Street Sidewalk
Side Side
See Note 3
Type A Pole
With Solar Panel
Not To Scale
01
a x.
E xposed
P ol e Height
Y
Ar ea
7'
milli
4.,5'
, ft.
10 1
7.5
25 . ft.
12'
9.
20 s . ft.
15
12.5"
15 sq . ft.
Exposed Area, See
Table A (2- Sides)
Handhle,
Sidewalk Side
Street Sidewalk
Side Side
See Note 3
Type A Pole
With Solar Panel
Not To Scale
NOTES:
1. A maximum of one (1) four —sided signal 3. Foundation shall be a minimum of C' in depth
head (4-Q) shall be installed on the pole as as measured from the top of finished gra
shown. and a minimum of in diameter. All other
foundation requirements shall adhere to Pima
2 . The Designer shall provide additional County /City of Tucson Standard Details for
structural analysis for an deviations from
Y y Pubic Improvements, 2003 Ed.
the dimensions shown which will result in
increased structural loading. 4. The total exposed area shall be measured by
the largest exposed area of a single installed
item. Items may include signs, traffic signal
heads, controller cabinets, etc.
APPROVED FOR DISTRIBUTION:
4
4/200
Keith E. Brann, P.E., Date
Town Engineer
01
C 0 1
103
[ 0 3
I---- Type
Q Traffic
101
C 03
103
101
Signal Head
(4 Sides) TYP
See Note 1
a
M
4_0
co
Exposed
Area, See
.5
Table B
(2- Sides)
z
a.
L
Handhole,
Sidewalk
Side
Street
Sidewalk
Side
Side
See Note
Type A Pale
With S l"W'l
Not To Scale
NOTES:
1. A maximum of one (1) four —sided signal 3. Foundation shall be a minimum of C' in depth
head (4-Q) shall be installed on the pole as as measured from the top of finished gra
shown. and a minimum of in diameter. All other
foundation requirements shall adhere to Pima
2 . The Designer shall provide additional County /City of Tucson Standard Details for
structural analysis for an deviations from
Y y Pubic Improvements, 2003 Ed.
the dimensions shown which will result in
increased structural loading. 4. The total exposed area shall be measured by
the largest exposed area of a single installed
item. Items may include signs, traffic signal
heads, controller cabinets, etc.
APPROVED FOR DISTRIBUTION:
4
4/200
Keith E. Brann, P.E., Date
Town Engineer
Type A Pole
Not To Scale
APPI O �D FOR BI TRIBUTION:
4/14/2006
Keith E. Brann, I.E., Date
Town Engineer
used Area, See
le C (2— Sides)
landhole,
;Idewalk Side
Side
on
�..%: lvote '?
NOTES:
1. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
2. Foundation shall have a minimum depth as shown in
Table O, and shall be measured from the tap of finished
grade. The foundation shall have a minimum diameter
of . All other foundation requirements shall adhere to
Perna County /City of Tucson s Standard Details for Public
Improvements, 2003 Ed.
3. The total exposed area shall be measured by the largest
exposed area of a single installed item. Items ma
include signs, traffic signal heads, controller cabinets,
etc.
4 0,
'g V ?%'
Table
Exposed I Exposed
Pole Height
Y
Area
Area
7 0
0 Sq. ft.
35 s . ft.
" -5
5 sq. ft.
30 sq. ft.
1
2
9.5
50 i A .
4. • ft.
151
1 2.5'
45 s q. ft.
20 sq. ft.
28'
Video
Detector
(Typ.)
(M in.)
Bottom of
NOTES:
1. A maximum 20' length most arm shall be installed on
the Type G pole standard.
2. A maximum of one (1) three —sided signal head ( —Q)
and one (1) three — sided pedestrian signal head shall be
installed on the pole as shown.
3 . Mast arm dimensions are measured from bracket
connection paint of upright to tip of mast arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROVED. FOR DI TRH. UTION; at
Re
a
4/1 4/2000
Keith E. Brann, P.E. Date
Town Engineer ._
Bracket
C amera � .-
Sign, 24 "x24"
(2— Sides) T e 0 Tr affic
Signal Head (3- Sides)
co Pedestrian
Signal (- sides)
Sign, 24 "x00
(2 Sides)
° Pedestrian
r
Push Button
Handhole,
Sidewalk Side
Street Sidewalk
Side Side
Type Q Po le
30' Mast Arm
Not To Scale
.�pwr STANDARD DETAIL..
POLE AND MAST ARM LOADING DETAIL
9 MAR'.'..' NA 7, TYPE G POLE WITH 20 FT. MAST ARM
�xo i DATE: 4/14/06 REVISED:
DETAIL NQ:
730 -409
Pale UHT2918 OF 1
�NVMXwm�amy +*�}AVw >,uwAµ{ogWp;o�e
r, r, I
Emergency Vehicle
Preemption
Equipment(Typ.)
Type K Pole
5' Mast Arm
NOTES:
1. There shall be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the mast arm.
2. A maximum of 3 signal heads (1 —Q, 2 —F) may be
installed on the 55 mast arm as shown.
Type R Pole
3. Mast arm dimension measured from center of upright to 5' MaT Arm
tip of most arm. Not To Scale
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
t 4.5' (Typ.)
Pedestrian
Signal
(Typ-)
Pedestrian
Push Button
, ,,..--Handhole,
Sidewalk
Side (Typ.)
APPROVED FOR DISTRIBUTION:
9/9/005
Keith E. Brann, P.E., Date
A tin a9W 6 fflW:gpeefing 06/21/2016
54'
15' (Min.) , 12' (Min.)
Varies
5' Min.)(Typ.
36'
n
Type K Pole
-909 Mn-qf Arm
Emergency Vehicle
Preemption
Equipment(Typ.)
Video
Detector
(Typ.)
4.5' (Typ.)
Pedestrian
Signal (Typ.)
NOTES:
1. There shall be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the mast arm.
2. A maximum of 3 signal heads (1 —Q, 2 —F) may be
installed on the 5D mast arm as shown.
3. Mast arm dimension measured from center of upright to
tip of most arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROVED FOR DISTRIBUTION:
9/9/005
Keith E. Brann, P.E., Date
Act in tgar R N#Meeting 06/21/2016
Type R Pole
50' Most A ran
Not To Scale
Pedestrian
Push Button
Handhoie,
Sidewalk Bide
(Typ.)
Sidewalk
Side
4'
1 2' (Min.)
Type K Pol
. M-.i . .
Not To Scale
NOTES:
1. There shall be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the mast arm.
2. A maximum of 3 signal heads (1 —Q, 2 -17) may be
installed on the 4 mast arm as shown.
3 . Mast arm dimension measured from center of upright to
tip of mast arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROVED FOR DISTRIBUTION: nal f
9/9/2005
SCOTT A ,
Ke ith E. Brann, P.E., Date "
Actin V g 1
ar eeting 06/21/2016 $�
15' (Min.)
Mid
Varies
. 5" Min•)(Typ.
6
mi
4'
Video
Detector
(Typ.)
2D'
1 _12' (Min.)
5 2"
,c bJ (Min. Min.)(Typ.)
cn
Type R Vole
4' Ma Arm
Not To Scale
8" Min Pe destri an
Signal (Typ.)
Pedestrian
a Push Button
i
N Handhole,
Sidewalk
Side (Typ.)
Street Sidewalk
Side Side
STANDARD DETAIL
MAST ARM LOADING DETAIL
:h }f 7
TYPE K AND R POLE WITH 4 FT. MAST ARM
�o DATE: 9/9/05 REVISED:
Emergency Vehicle
Preemption
Equipment(Typ.)
18' (Min.)
I� w
1 LO
i
(Min.) Bottom of `
Bracket
R
rn
STREET "ME
4 (Typ )
DETAIL NO:
730 -412
F nf ")aa
SHEET 1 OF 1
40'
5' (Min.) 12' (Min.)
Edo Varies
(5' Min .)(Typ • )
do
6"
Regulatory Sign
(36 "x36 ")
W Max. Dimension
0 (Typ.)
Type J Pole
40' Mast Arm
Not To Scale
Street Sidewalk
Side Side
NOTES:
1. Thera shall be a minimum of 17" clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the mast arras.
2. A maximum of 3 signal heads (1—Q, 2 -17) may be
installed on the 40 mast arm as shown.
3 . Mast arm dimension measured from center of upright to
tip of mast arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROVED FOR DISTRIBUTION:
a
9/9
SCOTT A.
LMKA
Keith E. Brann, P.E., Date
A in arfbNMg 6 q4W�peefing 06/21/2016 ••�
_.Ot*
Emergency Vehicle
Preemption
Equipment (Typ.)
No
Video
Detector
(Typ -)
40"
Type Q Pale
40' Mast Arm
Not To Scale
Bracket
\15' (Min
6'' - 1
5' 2'
(Min.
0
z
i W
cn
2'
(Min.)
/ 20
LO
1 (Min.)., + +�, „-
5TREEt NAME
4.' (Typ.)
S" M in
Pedestrian
Signal (Typ.)
Pedestrian
0
Pu s h b
andhole,
Sidewalk
Side (Typ.)
Street
Sidewalk
Side
Side
\15' (Min
6'' - 1
5' 2'
(Min.
0
z
i W
cn
2'
(Min.)
/ 20
LO
1 (Min.)., + +�, „-
5'
15' (Min.)
Varies
, ' Min.)(Typ.)
6"
Regulatory Sign
(36 "X,36 ")
Uj Max. Dimension
0 (Typ.)
z
r• �
a
t
Type J Pale Street Sidewalk
35 ' Mast Arm Side Si de
Not To Scale
Emergency
Vehicle
Preemption
Equipment
(Typ.)
Video
Detector
(Typ.)
35'
/ 20 P
2' I /
(Min.)
1 5' (Min.)
Bottom of
Bracket
�
will
__
5' 2'
(Min.)(Min.)(Typ.)
0
z
V)
NOTES:
1. There shall be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the most arm.
2. A maximum of 2 signal heads ( 1 —F) may be
installed on the 35mast arm as shown.
3 . Mast arm dimension measured from center of upright to
tip of mast arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROVED FOR DISTRIBUTION: no ,
9
OFA 9/9/2005 C„
SCOTT A.
K eith E. Brann, P. E.,
Date ` AKA
A tjn larT ftgLE @�Ma A@ leeting 06/21/2016 ,$•
Type Q Pale Street
5' Mast Arm Side
Not To kale
en
i
4.5' (Typ.)
Pedestrian
Signal (Typ.)
Pedestrian
Push Button
,,.,, -H a n d h o I e,
Sidewalk
Bide (Typ.)
Sidewalk
Side
NOTES:
1. There shall be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the most arm.
2. A maximum of 2 signal heads (1 —Q, 1 —F) may be
installed on the 30 mast arm as shown.
3. Mast arm dimension measured from center of upright to
tip of mast arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROVED FOR DISTRIBUTION: not
9/9/2005
S=
Keith E. Brann, P.E., Data `
A t i n qar %1jjg 6fNF4peefing 06/21/2016 .
Type Q Pole Street
D' Mast Ar m Side
Not To S
co
to
w �
C14
M
4.5 (Typ.)
Pedestrian
Signal (Typ.)
Pedestrian
Push Button
Handhole,
Sidewalk
Side (Typ.)
Sidewalk
Side
Video
30'
Detector
(Typ.)
1 (Min.)
Varies
30 '
(5' Min.)(Typ.)
Emergenc
Vehicle
Preemption
Equipment
2'
(Min.)
(Typ.)
15' (Min.)
Bottom
of
Regulatory Sign
3 6„
Bracket
(36"X36"')
w Max. Dimension.
0 (Typ-)
�� NAME
5 2'
8" M in
Typ J Pol Str eet Sidewalk
(Min. Min.)(Typ•)
Si de Side
30 Mast A
:2 0
Not To Scale
r '
NOTES:
1. There shall be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the most arm.
2. A maximum of 2 signal heads (1 —Q, 1 —F) may be
installed on the 30 mast arm as shown.
3. Mast arm dimension measured from center of upright to
tip of mast arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROVED FOR DISTRIBUTION: not
9/9/2005
S=
Keith E. Brann, P.E., Data `
A t i n qar %1jjg 6fNF4peefing 06/21/2016 .
Type Q Pole Street
D' Mast Ar m Side
Not To S
co
to
w �
C14
M
4.5 (Typ.)
Pedestrian
Signal (Typ.)
Pedestrian
Push Button
Handhole,
Sidewalk
Side (Typ.)
Sidewalk
Side
2 v
A {in larToMftg qq e(idrMeeting 06/21/2016
15 (Min.)
Video
Varies
Detector
(Typ-)
(5* Min.)(Typ•
36
28'
20'
Emergen
/ 1
Vehicle
Preemption
(Min.)
Equipment
,
Regulatory Sign,.
(Typ *)
LO
(36 "X38")
\1 ' (Min.) Bottom of LU6
Marc. Dimension 2
Bracket
(Typ *)
z
36
l
E.
' 0
8" M in
'
--
cn
4.5* (Typ.)
Street
Sidewalk
Side
Side
S' 2'
Pedestrian
Signal (Typ.)
Type J Pole
(Min.XMin.)(Typ.)
0
25' Mast Arm
2
;
W
edestrian
Not To Scale
`
Cnn
Push Button
Handhole,
Sidewalk
Side (Typ.)
NOTES:
Street
Sidewalk
1. There shall be a minimum of 17' clearance between the
Side
Side
surface of the pavement and the bottom of each signal
head back plate mounted on the most arm.
Type Q Pole
2. A maximum of 2 signal heads (1 -0, 1 —E) may be
25' Most Arm
installed on the 2 mast arm as shown.
Not To Scale
3. Mast arm dimension measured from center of upright to
tip of most arm.
4. The Desig shall provide additional structural analysis
for an deviations from the dimensions shown which will
result in increased structural loading.
g
APPRO D FOR DISTRIBUTION:
to`" O
STANDARD DETAIL
DETA
/9/2005
3811
7
MAST ARM LOADING DETAIL
Keith E. Bann, P. E., Dante
S=
_
} nM1} L
TYPE J AND POLE WITH 2 FT. MAST ARM
730
A {in larToMftg qq e(idrMeeting 06/21/2016
2C :
Varies
( M iin.)(T y p.)
36"
Regulatory Sign
(36" x 36 ")
Max Dimension w
(TYP-)
z
C
r ..
Street
Side
Type E Pole
20' M ast Arm
Not To Scale
Video
Detector
(T
20 '
(Min.)
r
Sidewalk
Side
Bottom of
36 Bracket %Ub.
BEET t
EVP Confirmation
Deacon (Location s-
Varies) (Typ.)
0
z
w
p
En ■� w
Street T
Side
Type F Pole
20' Mast Arm
Not To kale
w
LO
•
L
6.5' (Typ.)
Pedestrian
/011� Signal (Typ.)
- • - Pedestrian
Push Dutton
—Handhole,
Sidewalk
Side (Typ.)
Sidewa
S
NOTES:
1. There shall be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the mast arm.
2. A maximum of 1 signal head (1—Q or 1 —F) may be
installed on the 20 mast arm as shown.
3. Mast arm dimension measured from center of upright to
tip of mast arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROVED FOR DISTRIBUTION: 4�
� n
1 0 9/9 /2005 3ain
S= A.
Keith E. Brann, P.E., Date
Actin aT& 6 MUdpeeting 06/21/2016
NOTES:
1. All cabinets, controllers an poles Loop Mast Arm Pole (Typ.) NOT TO SCALE
shall be ' located outside the No. 7 Detec ors
roadway clear zone unless directed Pull Box —'► (Sign al /Lighting Conductors)
otherwise by the Town Engineer. 1 - 2Y2 (Balance of Cables) (Typ.)
2. Pedestrian Pushbutton Assemblies No. 7 Type 'A' Or Type 'C' shall be spaced a -minimum of 10 _ , „. � � _ �„ ., _ Pull Box yp Pole
feetapart if more than one *"�'- �' '— �' ME . —'. .—. — . , — oof
assembly is located on each
quadrant
MENE
the intersection. 7 1-4 "C � Box (Typ.)
with 1 Y4 interducts � - — Loop
�
Electrical Service � � (Comm.) Detectors
Point (Location 2--4 "C Min. (Signals) Conduit Size As Required
Varies) No. 7 with Extension(Comm. ) 1Y"rnin). 200' Max.
pacing Between Pull
� � �
(Typo) M' Boxes. (Typ.) Pedestrian � in (Signals) ��
Pushbutton 1-4 C !�
Past (Typ.) with 3 -1 X" interducts
(Comm.)
Conduit Size and
Buried Depth Below � No. 7
Raised Median (Typ.)
Finished Grade Per I 2-4"C Min. (Signals) pull Box
Electrical Utility . NO TE C
(T ypo) ontinu
q . R u�rements. 4 � orne Run fin location and placement of all
with 3- 1 3 The
Pull Box * controller and service cabinets shall be
interducts (No. 7 With Extension)
inspected and approved by the Town
Communication � (Comm.) �� � �� Engineer prior to the Contractor ourin
Telephone Drop En � 9 P p g
2-4"C Min. Si nals foundation.
1 -2" —"a-- „, � , � �, � � � Pull Box
(No. 7 with 1 -4 4. The location of Controller and ice
(Comm.) Loup � � „ interducts' Cabinets shall be outside of the s i g ht
Detectors Extension) with 1 �nterducts g
(Typ.) (comm.) visibility triangle and only as approved by
the Town Engineer prior to construction of
Intermediate pull � — �. — —M •
foundations.
Box If Required . _ .,, � � � � � M _ _ � ,
MENEM By The Utility. � 2 „C Comm.) �” r �'""'” — " �" 5. The placement of conduit shall conform to 0 001
j 4
Per Electrical Utility the trenching and /or jack and boring
� �
Requirements. � 1— " requirements of the Town Engineer and the
C Na. 7 "
_ (Typ.) Pima County. /Cty of Tucson, Standard
Electrical Bervice q. "C � � Pull Box Specifications for public Improvement
P
Conductors only in
this conduit run. Controller 2003 Ed.
Cabinet I I 1 (Typ.)
1— 2Y2 P, C Loop
UPS/Meter 1 -3,;C Detectors
Pedestal (Service)
(Lighting)
APPROVED FOR DISTRIBUTION. , STANDARD DETAIL DETAIL NO:
l a w SCM 6/20/200 T of MARANA
WE LESKA ... ARA 730 -701
Keith E. Brann, P.E. Date TYPICAL TRAFFIC SIGNAL CONDUIT SCHEMATIC
Town nfi rs(fir g ::t �,: .
ar Council Meetin 06/21 /2016
h e TP nQ MO lAr, na /ter% Inn, c• � nr- �
See Traffic Signal
Wiring Schematic
Detail for cable
connectivity to poles.
No. 7
Pull Box
1 -20 Conductor
IMSA 19 -1 Cable
No. 7
Pull Box
1 -16 Conductor See Typical
IMSA 191 Cable Corner Detail
NOTES: Typical Corn,
1 Splice permitted only at designated splice
locations as shown on, this plan. Each signal
cable as shown shall be continuous and
unspliced between the controller cabinet and the
corner where it is terminated.
Provide 1 wrap of slack (5' min.) for each signal
cable at intermediate median pull boxes. (Typ.)
Provide 2 wraps of slag (8' min.) for each
signal cable passing through this pull box. (No
splices permitted)
Provide 1 wrap of slack (5' min.) for all signal
cables terminating in this pull box.
5 Terminate 4, 7, 16, and 20 Conductor IMSA 19 -1
cable in VC on the Ped. Past, Type "A ", Type
"G", Type V, or Type "R" pole on corner.
Provide 2 wraps of slack (8 ruin.) in adjacent
pull box.
6 provide 1 wrap of slack (5' min.) for each signal
cable passing through the home run pull box
(No. 7 with extension).
7 Terminate Video Cable (RG Cable, heilded),
Data Cable (18AWG, Sheilded), and Power Cable
(3-12AWG CC) at Video Camera on pole
designated by Project Plans or Town Engineer.
APPRO I* OR DI IBI*1TIC N:
6/20 /2006
Date
Keith E. Brann, P.E.
Town Nr gar Councif Meeting 06/21/2016 gi
Typ.
To Video ,I
Camera
ControlleL
Cabinet
1 -4,7, and /or 16
)n.ctor 1MSA 19 -1 Cable
W3
C �
J
'T` TO SCALE
No. 7
Pull Box
LEGEND:
0 Type "A" or Type "G" Pole Mp.
0 Location).
S pice Location in Pull Banc Only
—1 -20 Conductor VC Vehicular Terminal CaTpatment
IMSA 19 -1 Cable
1-16 Conductor
IMSA 19 -1 Cable 4
Splice
Location 1
(Typ-)
Horne Run
Pull Box T yp.
N o. 7
Pull Box
1-16 Conductor and
1 -0 Conductor
IMSA 19 -1 Cable The Engineer may change these requirements
at any time to fit project requirements.
Wreath Receptacle
*1-20 Conductor, ISMA 19 -1, shall run from the Mast Arm Pole Assembly (Typ.) 7
Controller Cabinet to the pull box on the
adjacent corner of the Type "R" and "Q" Poles
unspliced.
•- I
EVPE 1
Beacon � 2
Outboard Inboard
No Splices Permitted
In Median Pull Box.
No. 7 Provide ' slack in all
Pull Box cables.
* 1-20 Conductor
IMSA 19 -1 Cable
NOTES: 19
Install 1--4 conductor (IMSA 19 -1) cable continuous
and unspliced as shown to each of the following:
• Pedestrian Pushbutton
Grounding Outlet Receptacle
F i l install 1 -7 conductor (IMSA 1 -1) cable continuous
and unspliced as shown between each of the following:
- The No. 7 Pull Box and the Outboard Vehicular
Signal.
• The No. 7 Pull Box and the Inboard Vehicular Signal.
-The No. 7 Pull Box and the Sideount Vehicular
Signal.
-The VC and the Far Left Mounted Vehicular Signal.
• The VC and the Nearside /Right Turn Overlap
Vehicular Signal.
• The No. 7 Pull Box and the Pedestrian Signal Head.
`The VC and the Pedestrian Signal Head /PPB.
APPROVED FOR DISTRIBUTION: <�►''"'" '
D scow A.
L ESKA
Keith E. Bc ann, P.E. ❑ te
. Mar town na Reg Council' Meeting
Acting n ine r 06/21/ 'f6
� 01V %�!
Y22
- Pedestrian Signal
Head (Typ.)
3" Conduit 1
• 1 -4 Conductor. Terminate at each Ped. Pushbutton (PPB).
• 1 -4 Conductor. Terminate at each Wreath Receptacle.
4 Conductor. Terminate at each Pedestrian Signal Head.
-
1-7 Conductor. Terminate at each Vehicular Signal Head.
+ 2 -No. 12 AWG XHHW Conductors. Terminate at EVPE Beacon.
• Lighting Conductors
No. 7 Dull Box
All Splices In bull Box
2 2" Conduit
1Y2 Conduit
S�demount Low Voltage ��_ � - - -- - ��- - - -- -�
EVPE Cables and � 1
Other Cables � Conduit �-
� *1-16 Conductor. (controller to VC)
• 1 -4 Conductor. (Splice to Receptacle)
�
for Type "C" Pale only.
1 4 1 -1 6 Conductor �
3 1 1 -1 Cable ` Wreath Receptacle
Assembly (Typ.)
TYP 2 Typ e "A" or "G" Pole
INTERSECTION 2
CORNER C.)
NOT TO SCALE
Pc Nearside /bight
Far Left and 2 Turn Overlap
Nearside /Right-
Turn Overlap 2 Pedestrian
Pushbutton
3 Conductors to m (Typ.)
ed�an shall lae spliced �n the pull LEGEND:
box on the adjacent corner in the clockwise vc Vehicular Terminal Conn artment
direction from the median. p
Install 1-16 conductor (IMSA 19 -1) cable continuous F Pedestrian Terminal Compartment
and unspliced as shown Between VC (at type "A" or
" " pole) direct to controller. Splice Location in Pull Box
S 2 -No.12 AWC XHHW stranded white and blue NOTE: Quantity of cables may vary
conductors for EVPE beacon. Route Beacon based on actual field conditions
conductors direct to splice at No. 7 pull box. or as directed by the Town
Engineer.
, ^Q-0 STANDARD DETAIL DETAIL NO:
r 7 TOWN OF MARANA
X I ..... . . . . . . . w •-- 703
TRAFFIC SIGNAL WIRING SCHEMATIC 7O
120 DATE: 9/9/05 1 REVISED; FSHEET 1 OF 1
WIRE LAYOUT
Not To kale
6 '
18"
m�
4 turns in
Y 4 " Wide X2"'
Deep Slot
Dull Box
Curb or Curb
and Cutter
Cut " Y to
Locate Conduit
6
ZA
20" Rad (min.) 20" Rad. (min.)
90 Sweep 1 45* Sweeps
1Y,' P.V..
WITH CURB AND GUTTER
Not To kale
- 8' Min.
See NOTE 6
w i
Y 4 " Wide X2"
Deep Slot
See NOTE 1 /4\5*
AWC UT LAYOUT
Pull Box
w �
rolm
20" Rad. (min.) " P.V.C.
90 Sweep
WITHOUT CURB AND GUTTER
Sealant
Type I (3M)
K
CIq
Patch
End of PVC Conduit Existing
- At The Edge of PCC or AC
Pavement
Sealant
Type 11(M)
Finish Course
Edge of Of Overlay
Pavement�a
� End of P.V.C.
Conduit
20" Rad. (min.)
4S` Sweeps
Not To Scale Not To Scale
NOTES:
1. Sawcut across corners at a 48' angle to minimize sharp 4. Loops shall be installed in accordance with
angles in loop run. the requirements of Detail 2 when an overlay
2. One loop detector shall be installed per lane and it or tap course is installed /constructed.
shall be located in the center of the lane, S. No splices permitted in loop wire.
3 . Loops shall be installed in accordance with the 6. Any pull boxes installed along an uncurbed
requirements of Detail 1 when there is to be no roadway shall be installed adjacent to, but
additional surfacing. not within, the shoulder.
APPROVED FOR DISTRIBUTION: �� ��w" o,� STAND
9/9 /005 38119
SCOTr A.
K E . Brann, P ° ' . a` ' °rya . ►s
7
B' X 6' U
Data
ar a Reg r Council Meeting 06/21/2016
A a t1n w n `E ng in ee r 0 s'
N ,xo DATE: 99 /08
C
Existing-'
PCC or AC
Y4" Sawcut
• , +pl � ` - • �� M
Not To Scale
,. _
_ • v
4
.
Y4 Sawcut
7. All pull boxes shall be located on the
Project Flans with Station and Offset
call —outs.
WIRE LAYOUT
Not To Scale
As Specified p'
..
r�
Curb or Curb
and Gu tter ,
Gut " Y t o
Locate Conduit
b"
'j • r
+# SLa
Pull Box
20" Rad. (min.) 20" Rad. (min.)
90 Sweep 45 Sweeps-
1 Y2
P. V. C.
WITH CURB AND CUTTER
Not To Scale
S' M in.
See NOTE 6
Pull Box
C
See NOTE 1
Bar
On Road . . ..........
0" Rad. (min,) 1Y" P.V.C.
90' Sweep
Sealant
R �+
S awcut
I *' -
Patch • 4 . 4 .0.
End of PVC Existing
Conduit At The PCC or AC
Edge of Pavement DETAIL 1
Not To Scale
Sealant
Finish Course
Edge of Of Overlay
Pavement
End of P.V.C.
Conduit
0" Rad. (min.)
45` Sweeps
Not To Scale WITHOUT CURB AND CUTTER
NOTES: Not To Scale
1, Sawcut across corners at a 45' angle to minimize sharp 4. Loops shall be installed in accordance with
i
0
angles n loop run. the requirements of Detail 2 when an overlay
2. One loop detector shall be installed per lane and it or top course is installed /constructed.
shall be located in the center of the lane. 5. No splices permitted in loop wire.
3. Loops shall be installed in accordance with the 0. Any pull boxes installed along an uncurbed
requirements of Detail 1 when there is to be no roadway shall be installed adjacent to, but
additional surfacing. not within, the shoulder.
APPROVED FOR DISTRIBUTION: �r ,�pV�1N ��. STANDARC
Id 9/9/2005 11
scorn X � 9 ; } 'R � � �¢ �
Ke ith E. Brann P.E. Date ''' ". PR E S ENCE LO(
i
ACtin ar gu e c� n greeting 06/21/2016
N kDA : 9/9/05
Existing
PCC or AO
Pavement
Surface
' Sawcut
7. All pull boxes shall be located on the
Project Plans with Station and Offset
call — oats.
/4 TYIUV n
Deep Slot
SAWCUT LAYO
'p N N
04 07 E
Ch
NOT TO SCALE
==r:��A 06 Ped
PE � �06
Ch C � 01
Main
Street �- 00
05 � � PE
02 Ch A
02 Ped
Y rr
PE
ChB 03 08
c Q) N
02 05 PE
Ch D
NOT TO SCALE
=)A 04 Ped
PE � � 04
Ch C Side
�7
��/ a_ � � — Street
03 � PE
08 Ch A
08 Ped
Y
PE
Ch B 01 06
EAST /WEST PREEMPTION CHANNELS NORTH /SOUTH
MAIN STREET PE Channel A = EB Preemptor 1 MAIN STREET
PE Channel B = SB Preemptor 2
PE Channel C = WB Preemptor 3
PE Channel D = NB Preemptor 4
APPROVED FOR DISTRIBUTION:
. e� 10/14/2005
Keith E. Brann, R E. Cute
Actin ari&Fg� oun�c Meeting 06/21/2016
4 Tenon
f
I
I
4
4
I
I
I
I
I
I
I 2
I 1
TYPE MOUNT
Not To Scale
E:1
MOUNTING
ORIENTATION PLAN
Not To Scale
0 Ten can
ii
D
MOUNTING
ORIENTATION PLAN
Not To Scale
APP OVED FOR DISTRIBUTION.-
r
9/9/2005
TYPE I MOUNT
* Standard Details for Public Improvements COT /PC 1994 edition
4 As Shown On
Min. Pole Schedule
I 1 I I
III 111
Drill 34 Hale Thru Pipe
Horizontal to Pavement (Typ.)
_ — _7 -- NOTES:
All mounts shall be used
with polycarbonate
vehicular traffic signal
heads only.
2.
" x 4" steel Bol� 2 x 6" Standard Black
With 2 Nuts And 2 (Heavy Wall) Horizontal
Washers (aiv.) t o Pavement
TENON DETAIL
Not To Scale
All materials shall be
black.
Keith E. Brann, P.E., Date
A tjn ar - fcwoqgLEmg�m peeting 06/21/2016
TYPE 11 MOUNT
Not To Scale
TYPE 11 MOUNT
LIST OF MATERIAL
Itrn.
Qty.
Description
1
2
Ornamental C a . See T.S. 10-1-6)*
2
2
Conduit Locknut.
1
12" Signal Head. See Plans.
4
2
Attaching Washers W/3— UNC x 3 Carriage
Bolts and Nuts.
1
Flat Washer.
B
1
Neoprene Washer.
7
1
Elevator Plumbizer. See T.S. 0.2
B
1
Lock Washer.
* Standard Details for Public Improvements COT /PC 1994 edition
4 As Shown On
Min. Pole Schedule
I 1 I I
III 111
Drill 34 Hale Thru Pipe
Horizontal to Pavement (Typ.)
_ — _7 -- NOTES:
All mounts shall be used
with polycarbonate
vehicular traffic signal
heads only.
2.
" x 4" steel Bol� 2 x 6" Standard Black
With 2 Nuts And 2 (Heavy Wall) Horizontal
Washers (aiv.) t o Pavement
TENON DETAIL
Not To Scale
All materials shall be
black.
Keith E. Brann, P.E., Date
A tjn ar - fcwoqgLEmg�m peeting 06/21/2016
TYPE 11 MOUNT
Not To Scale
TYPE III MOUNT
LIST OF MATERIALS
6
I
I
TYPE III MOUNT
Not To Scale
TYPE IV MOUNT
Not To Scale
1
1_ FID
t
MOUNTING
ORIENTATION PLAN
Not To Scale
MOUNTING
ORIENTATION PLAN
Not To Scale
APPROVED FOR DISTRIBUTION:
9/9/2005
Keith E. Brann, P.E., Date
A tjnyar -'fig ar, r64peeting 06/21/2016
Its.
Qty.
Description
1
1
Pole Top Mounted Terminal Oom artment. T.S. 10 -4 -2*
2
1
Ornamental Cap. T.S. 10-1-6)**
3
1
1Y2" Center Pie * **
4
1
90' Elbow, Drill & Toe for Setscrew.
5
1
1Y2" Pipe Nipple, 12 " Long For Pedestrian &
Signal Heads.
6
1
90' Elbow.
7
1
Flat washer.
8
1
Neoprene Washer.
9
1
1Y2 "Pi Ni le 12 " Lon
10
2
1 Y" Lack Nipple See Note 1.
11
1
12" Signal Dead. See Plans.
12
1
90' Elbow with Locking Device. TS 10-1 -2 **
1*
1
1 Y Pie Nipple, 1" Long.
14*
1
1Y2" Pipe Nipple, 9 1/2" Long for Ped. Signal,
For Illuminated Message Units Use 23" x 1Y2" Pipe.
r � - 1 5 *
1
1Y2 " Pi Ni 1e, 121 Z2" Lon
** Standard Details for Public Improvements COT /PO 1994 edition.
* ** Nipple length shall be determined by Contractor to ensure a correct
fit for the type of vehicular traffic signal head being installed.
NOTES:
1. Lack n ipple length shall be 1 - Y4"
for 12 } heads.
2. All materials shall be black.
TYPE IV MOUNT
LIST OF MATERIALS
ltm.
City.
Description
1
1
Terminal Compartment For Side Mt See T.S. 10 -4^ -1 **
2
1..
Ornamental Ca . See T.S. 10-1-6)**
3
1
1Y2" I.D. Pie * **
4
1
1Y'r I.D. Pipe, 90' Elbow.
5
1
1Y2" I.D. Pipe Ni le, 4Y Long.
6
1
1Y2" I.D. Pipe Nipple, 24"' Lon
7
1
1Y" Lock Nipple, See Nate No. 1.
8
1
Flat Washer.
9
1
Neoprene Washer.
10
1
12" Si nal Dead. See Plans.
11
1
90' Ell With Locking Device. T .S. 10 -1 -2 **
12
1
1 " I.D. Pie 90` Elbow, Drill & Top For Setscrew.
1
Y x 2" Galvanized Steel Bolt 1 —UNC With Flat
Washer and Lack Washer.
14*
1
1x" Pipe Nipple 9Y Pedestrian Signal Units
Only. For Illuminated Message, Use 25" Pipe
** Standard Details for Public Improvements COT/PC 1994 edition.
* ** Nipple length shall be-determined by Contractor to ensure a correct
fit for the type of vehicular traffic signal head being installed.
Most Arm
NOTES:
1. Lack nipple length shall be 1 for 12" heads.
2. All materials shall be black.
Not To Scale
APPROVED FOR DISTRIBUTION:
9/9/2005
Keith E. Brann, P.E., Data
Actin arTig(yA&gL&@figw /leeting 06/21/2016
TYPE V MOUNT
Not To Scale
MOUNTING
ORIENTATION PLAN
17
7 �
6
18
79
The above
items are to
be used in
place of the
items shown
at right for
"F" Head
combinations
only.
NOTES:
1. Direction of bracket
arras are determined
at the Project Site
and on the Project
Plans. Directional
mounting orientation
of vehicular traffic
signal heads may
differ from what is
shown, See Project
Plans and Project
Site for desired
orientation.
APPROVED FOR DISTRIBUTION:
TYPE V1 MOUNT
Not To Scale
All materials shall be
3. black.
Mounting orientation may
4. differ from what is shown.
See Project Plans and
Project Site for desired
orientation.
LIST OF MATERIAL
Itrn.
Qty.
Description
1
1
Terminal Compartment Foie T Mt See T.S. 10-4 **
2
2
1" I.D. Pie Nipple, 12" Long.
3
2
90* Ell With Looking Device, (See T.S. 10- 1 -2) **
4
4
1Y2 Look Nipple, See NOTE No. 1.
8
2
12" Signal Head. See Plans.
6
2
Neoprene washer.
7
2
Flat Washer.
8
1
1" Pie Cou2ling, As Required.
g
1
%" Pie Nipple * **
10
1
1" Center Pie * **
11
2
90* Elbow, 1)Y ".
12
2
1X" Pi Ni le, 12 "Lon,
13
1
Pie Tee, Drill & Ta for Setscrew,
14*
2
1 Pie Nipple, 12" Lon2 For Ped. Si nal Heads.
18*
1
1 Pie Nipple, g" Long For Ped. Signal Heads.
16*
2
1 Pie Nipple, 12" Long For Ped. Signal Heads.
17
1
Conduit Lock Nut. For 'F' & 'R' Combination Onl
18
1
1" Pipe Nipple, 3" Long. (Far 'F' & 'R' Combination
Onl
19
1
Malleable Hex Nut. For 'F' & 'R' Combination Onl
** Standard Details for Public Improvements COT /PC 1994 edition.
* ** Nipple length shall be determined by Contractor to ensure a correct
tit for the type of vehicular traffic signal head being installed.
NOTES (cono:
2. Lock nipple length shall be
1 for 12" heads.
K E. Brann, P. E., Date
Actin ar�r�gLE� 0gre*ft/leeting 06/21/2016 "
.t.."" W-h, 1 w w �`r rt /n /rti� ir,r. n^r
18
9
8
19
20
The above
items are to
be used in
place of the
items shown
at right for
"F" Head
combinations
only.
NOTES:
1. Direction of bracket arms are
determined at the Project Site and
on the Project Plans. Directional
mounting orientation of vehicular
traffic signal heads may differ from
what is shown. See Project Plans and
Project Site for desired orientation.
TYPE 1111 MOUNT
Not To kale
APPROVED FOR DISTRIBUTION:
9/9/2005
Keith E. Brann, P.E., Date
Actin lar gLE�n gme:ig /leeting 06/21/2016
** Standard Details for Public Improvements COT/PC 19 edition.
* ** Nipple length shall be determined by Contractor to ensure a correct
fit for the type of vehicular traffic signal head being installed.
1
f NOTES (Cont.):
2. Lack nipple length shall be
and 1�" for 12" heads.
MOUNTIN
ORIENTATION PLAN
Not To kale
3 . All materials shall be
black.
4. Mounting orientation may
differ from what is shown.
See Project Plans and
Project Site for desired
orientation.
Not To kale
NOTES:
1. Lock nipple length shall be and 1 : /4 for 12" heads,
2. All materials shall be black.
3. Direction of bracket arms are determined at the
Project Site and on the Project Plans. Directional
mounting orientation of vehicular traffic signal heads
may differ from what is shown. See Project Plans
and Project Site for desired orientation.
APPROVED FOR DISTRIBUTION :. na
2! k - 9/9/2005 38119 1
S= A.
Keith E. Brann, P.E., Date `MKA �
Actin ar q peeting 06/21/2016 .
LIST OF MATERIALS
Itm.
Qty.
D escription
1
1
Terminal Compartment Pole Top Mtg.
See T.S. 1 0-4-1) **
2
1
Ornamental Ca . See T.S. 10 --1-� **
3
1
1 / ii P
1pe
4
1
1Y" 0' Elbow, Drill & Tap For Setscrew.
5
11
1,Y " I.D.Pie Nipple, 1 2Y2 " Lan.
6
2
% Pie Tee.
7
2
90* Elbow.
5
2
Flat Was
9
1
Neoprene Washer.
10
4
1Y2 "I.Q. Pi Ni 1e, 12 " Lon.
11
1
% Lock Nipple, See NOTE 1.
12
1
ix" I.D. Pipe Nipple * **
13
2
1 Coupling, As Required.
14
2
12" Signal Head. See Plans.
15
2
90' Elbow With Locking Device. See T.S. 10-1-2)**
10
2
1! /2 " I.D. Pi Ni 1e, 12" Lon
17
1
1Y "I.D. Pi Nipple, 12 "Lon.
15*
2
% I.D. Pipe Nipple, 9)Y" Long For Pe S i g nal Only.
19
1
YC x 2" Galvanized Steel Bolt 1 —UNC With Flat
Washer And Lock Washer.
20
1
Conduit Lock Nut. For 'F' & 'R' Combination Onl
1
1
1" I.D. Pipe Nipple, " Long. (For 'F' And 'R'
Co mbination Onl
22
1
Malleable Hex Nut. (For 'F' & 'R' Combination
Orel
** Standard Details for Public Improvements COT /PC 1994
edition.
* ** Nipple length shall be determined by Contractor to ensure a
correct fit for the type of vehicular traffic signal head being
installed.
STANDARD DETAIL
rI I TYPE VIII MOUNTING ASSEMBLY
DATE. 9/9/05 1 REVISED:
DETAIL NO:
730 -906
SHEET 1 OF 1
MOUNTING
ORIENTATION PLAN
Not To Scale
Pole
7
O
O
0
LIST OF MATERIALS
Itm.
Qt
Description
1
1
Pole Top Mtd. Terminal Compartment.
(T.S. 10-- 4-2) **
2
2
1Y2" Pipe Nieple, 8f, Long.
90' Elbow With Looking Device. (See T.S. 10- 1
4
8
1Y Lock Nipple, See NOTES 1 & 3.
1" Si nal Head. See Plans.
1
1Y2" M e * **
7
3
Nea rene Washer.
8
3
Flat Washer.
9
1
1Y2" Pipe Nipple, 12 ' Long.
10
1
1)/2" NipEle, 12 " Lon.
11
2
1Y2" Cou2ling, As Required.
12
2
1Y2" P i e N i l e
13
3
90' Elbow.
14
2
1 Y2" Pie Nipple, 8" Long.
15
1
Tee with Side Outlet, Drill & Tap For Setscrew.
1 b 1
1 1
1)Y' I.D. Pie Nipple, 49" Long For Pedestrian Si nal.
** Standard Details for Public Improvements COT/PC 1994
edition.
* ** Nipple length shall be determined by Contractor to ensure a
correct fit for the type of vehicular traffic signal head being
installed.
NOTES:
1. Lock nipple length shall be and 1/a." for 12" heads.
2. All materials shall be black.
TYPE IX MOUNT
Not To Scale
3. Lock Nut is required in place of Lock Nipple when "F"
face face or R face are hung on same frame.
4. Direction of bracket arras are determined at the Project
Site and on the Project Flans. Directional mounting
orientation of vehicular traffic signal heads ma differ
from what is shown. See Pro 'ec t Plans and Project Site
for desired orientation.
APPROVED FOR DISTRIBUTION:
9/9/2005
Keith E. Brann, P.E., Data
A tjntlarT rtgLE4g4gEP&Meeting 06/21/2016
MOUNTING ORIENTATION PLAN
Not To kale
LIST OF MATERIAL
Itm.
City.
Description
1
1
Pole Top Mtd. Terminal Compartm T.S. 10 -4 -2 *
2
1
Y2 " Pi * **
3
1
Elbow, 1Y ", 90', Reamed, Drilled, and Tapped
For Screw.
4
2
Ni 1Y "14
2
Elbow, 1Y ", 90' (3 Required When Optical Signal
is Used.
2
Flat Washer.
7
2
Neoprene Washer.
S
4
1 Y 2 " Lock Nipple, See NOTE 1.
9
2
12" S nal Head. See Plans.
10
2
Elbow, 1Y ", 90 With Locking Device.
11
2
Nipple, 1Y" x 14"
12
1
Pole Plate. T.S. 10-3-2)*
13
2
X 2" Galvanized Steel Bolt 13—UNC With Flat
Washer and Lock Washer.
14
2
Close Nipple, 1YJ" x 1 " .
15
1
Programmed Visibility Signal Assembl .
** Standard Details for Public Improvements GOT /PC 1994
edition.
* ** Pipe nipple length shall be determined by Contractor to
ensure a correct fit for the type of vehicular traffic signal
head being installed.
r
IWO �1
:NTATiON PLAN
a Scale
NOTES:
1. Lock nipple length shall be and 1 - Y4" for 12" heads.
2. All materials shall be black.
3. Direction of Bracket arms are determined at the Project
Site and on the Project Plans. Directional mounting
orientation of vehicular traffic n
i al beads may differ
Project Plans and J
from what is shown. Bee Pro Project Site
�
for desired orientation.
APPROVED FOR DISTRIBUTION: a$
9/9/200�,�
SCO-ffA.
Keith E. Brann, P.E., Date LESK
A tin Iarp gET ffye(drMeeting 06/21 /2016
Manual Bypass
(Test Blocks)
With Sealable
Cover J
Meter Section f
Sealable 1 1
Padlock Hasp---�,Q
Ce! i
Window
0
LO
Latch
N
Load Center
6 Circuits
w
w
Customer -
Section
35"
ftd
FRONT VIEW
Not To kale LESS DOOR, DEADFRONT, AND COVED
Note* Not To Scale
1. Load service calculations shall be provided and shown on the
plans.
2. Single line electrical service diagrams to shall be shown on
plans.
APPROVED FOR DISTRIBUTION: al o N o
r�
9/9/2005„
scow A.
Keith E. Brann, P.E., Date► . ° "s F, R-Frry w -u.
Ma Town Eng ineer na Regu Council Meeting 06/21/2016 ,�,��. '
Actin n .
� oN � '�P?
SIDE VIEW
Not To Scale
Utility
Landing
Lugs
Removable
Utility
Access
Cover
With
Padlock
Padlock
Hasp
- mand Reset Cover.
aged, Padlockable, and
alable With Meter
ading Window. Hinged Hood
24"
Meter Safety
Socket
Removable
Mater Socket
Cover
FRONT VIEW
» %
9Y4y�
T 11
L
IBattery I
ISpace I
L , J
Thermostat
- —
and Fuses
IBatteryl
ISpace I
E
L_
— —` a n
bower
F
IBattery I
Back
ISpa I
UPS
ICS�oo
L J
L--J
I=an
i
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Neutral
ISpace �
Bar
L _ _J
PT —
..� -QQa
Lou
Manual Bypass
(Test Blocks)
With Sealable
Cover J
Meter Section f
Sealable 1 1
Padlock Hasp---�,Q
Ce! i
Window
0
LO
Latch
N
Load Center
6 Circuits
w
w
Customer -
Section
35"
ftd
FRONT VIEW
Not To kale LESS DOOR, DEADFRONT, AND COVED
Note* Not To Scale
1. Load service calculations shall be provided and shown on the
plans.
2. Single line electrical service diagrams to shall be shown on
plans.
APPROVED FOR DISTRIBUTION: al o N o
r�
9/9/2005„
scow A.
Keith E. Brann, P.E., Date► . ° "s F, R-Frry w -u.
Ma Town Eng ineer na Regu Council Meeting 06/21/2016 ,�,��. '
Actin n .
� oN � '�P?
SIDE VIEW
Not To Scale
Utility
Landing
Lugs
Removable
Utility
Access
Cover
With
Padlock
Padlock
Hasp
- mand Reset Cover.
aged, Padlockable, and
alable With Meter
ading Window. Hinged Hood
24"
Meter Safety
Socket
Removable
Mater Socket
Cover
FRONT VIEW
» %
9Y4y�
Not To Scale
APPROVED FOR DISTRIBUTION:
9/9/2005
Keith E. Brann, P.E,, Date
A
�aT8%egtKe Meeting 06/21/2016
ale
.
+ice
Ground Rod
� To Control
Cablnet
3' )
Street Light Circuit
( pvc)
Note*
Pedestal enclosure Minimum clearance
exceeds base by % regd. per NEC
Each side, and 2" in 110-16, typical
front. front and back.
M
B atter
I Space I I
29Y4 731 10 3110
I 1 I
I
Recommended— Recommended
Side
Ground Rod
Location Clearance
PLAN VIEW
Not To -
Scale
1 /2 " -1 or
5/8"' Bolts
Supplied With Base
Foundation
"Min. Dimensions and
Depth Per Job
Specifications
or %
Anchor Bolts
As Required
Not To Scale
. W
PEDESTAL PLAN VIEW
MOUN TING SLOT DETAIL
t,ric.;F DVI L
Installation Use
1/2"'-13 Bolts Or
5/8 "-18 Bolts
F RONT VIEW
See NOTE 1
See NOTE 3
FRONT V IEW
LIST OF MATERIALS
Itrn.
Qty.
Description
1
1
Signal Mast Arm See Plans
2
1
1'%" Bandin
3
Pelco Astro Mini --Bran Band Mount
AB-- 0121- 42 —NPT Or App roved Equal
4
1
1 Chase Nipple Black Pipe
1
. '1Y2 1" Reducer Black Pi e, Painted Black
0
2
1" Chase Nipple Black Pipe
7
1
1" Conduit Body C St e
B
1
Flashing Beacon, Bee Note 1
9
1
1"—%"' Reducer
10
1
3Z4 Pie Nipple, " Lon
11
1
3/4" 90' Elbow
12
1
4" Pie Nipple, 3" Lon
13
1 1
Optical Detector
Tap and Drill
Hole in Mast Arm
See NOTE S
NOTES:
1. North South pre— emption: Use clear beacon.
East West pre — eruption: Use blue beacon.
Whelen part No. IS32201 or approved equal.
2. Face plate shall face away from approaching traffic.
See Bide View
3. Conduit body shall be primed and then painted black.
4. 2' minimum spacing from any other penetration into
most arm.
SIDE VIEW
..,,,......._.., --
Not To Scale
APPROVED FOR DISTRIBUTION:
/9/2OO
Keith E. Brann, P.E., Date
A t in yarT &g j qj 6 peeting 06/21/2016
Not To Scale
Back of CCTV
2
LI OF MATERIAL
It
City.
De
Gable Per Manufacturer Re uirement
1
1
Camera Mount
1
Camera
1
Luminaire Mast Arm
Luminoire
4
Bandin
1
OhQe Ni le ( Black Pi
1
3
�
Gask
4
i 4
7
1
Plastic Washer
�
Bolt
. --
r
�
1
CCTV
REAR
VIEW
Not To Scale
Camera Housing
2' Min.
S ee flans
C
C
0
0
2
-0
�E
r
4 l ij
6 g
0
ICI
0
3
-0-
90_Plane_
SIDE VIEW
FRONT VIEW ASSEMBLY
Not To Scale
$
Not To Scale
Drill and Tap "
diameter hole in
Luminaire Most Arm.
APPROVED FOR DISTRIBUTION:
" J � r
��WN °�'
STANDARD DETAIL
DETAIL NO:
^. 9/ 9/2005
� 'k
1 7
* k
CAMERA AND MOUNT A EM LY
730 -1 1 1
Ke . ., Date
A t i n yar 06/21/2016
Red
Dnflin
f 0ap
'bN
RlzO
DATE.
9/9/05 REVISED.
SKEET 1 OF 1
Gable Per Manufacturer Re uirement
c u
`v
a� a
- 0 7
0 v
PLAN VIEW
f`I..II'►IATIf% nDICAITATIAKI
0
FRONT VIEW
.............-- -
Not To Scale
SIDE VIEW
Not To kale
APPROVED FOR DISTRIBUTION:
I ��e 40e
/ /goo
Keith E. Bran n, P. E., Date
A arp8 g W , (g 06/21/2016
LIST OF MATERIALS
Itm.
City.
Description
1
1
Steel Receptacle Cover
Red Dot #CK MCV
Or Approved Equal
2
1
steel Rece tacle Base
3
1
Gasket
4
1
Grounding Outlet, 2 —Pole, 3 —Wire 1
Amp-125 Volt Rated Capacit
1
Outlet Box, Red Dot 14252 Or Approved Equal
G
1
Wreath Mount
7
1
Wreath
S
3
Bandin
1
1" Chase Ni le Black Pipe
10
1
Pole See Pl
BACK VIEW ASSEMBLY
Not To Scale
col
NOTES:
See NOTE
1. Drill and tap hole for chase
nipple. Orientation as shown.
2. Provide No. 12AWG-3 Conductor
Standard SJ Cord Between
Receptacle and Adjacent Pull
Box.
Direction of Traffic
48
42"
2
7�„ 9
i
PLYWOOD
Via
SHEATHING
7
�
2x4 - TOP AND BO
1 SIG ILA TED BOTTOM NOT ATTACHED - - 0
48" -- BASE POST, ONLY SI - IEAT, - IING
E
' 18 " „ SLOPE TOP oL CONCRE.I -E I0 1i4”
4 „ 36 „
54
_ CONCRETE FOOTING
6 X8 TR ATED
tiNOOD POST ? PROVIDE GRAVEL_ FOR DRAINAGE
2 9 1/ 2" 6
O NOT TO SCALE
APPROVED FOR DISTRIBUTION: tOwN O,c MARANA STREET STANDARDS DETAIL N0:
tDtg,lana€ En9ire
Q
38 w ... 4 � .a. 7
LLYA. WAYFINDING SIGN 740 -1
° ORALE 9 MARANA 7
Keith E. Brann, P.E., �SaNBdQ�I
T own E n U n l� er 4R � 2 DNA Ll 5 P ....'.% 124 l
I F_X ��,r2 gRrzoN DATE: 3/28/201 1 REVISED: SHEET 1 of 2
DESIGN NOTES
11 2
4 -- 16d
�1DE
(TOP RAIL.
2x4
AT [AC E._.
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
nai En
n ee
XA e i
ti n
89
1_LY A.
ORALS
e � Signed
P'
RR �ZONA U�'
1. SHEATHING TO BE 2.. EXTERIOR GRADE PLYWOOD
2. POSTS ARE 6 "X8" D.E. NO 1 PRESSURE_ TREATED.
3. - I - HREE INCH DIAMETER HOLES - 10 BE DRILLED
PARALLEL TO SIX INCH SIDE OF POSTS PER DETAILS
4. SIGN PLATES ARE ALUMINUM SHEETING,
RETROREFLECTIVE WITH MUTCD TYPE 6B LETTERING
5, SIMULATED BASE SHALL NOT HAVE ANY FIXED
MOUNTING AT OR BELOW BREAK AWAY HOLES
6. FRAMING FOR SIMULATED BASE SHALL BL 2x4 D.T. NO
2 PRESSURE TREATED LUMBER
7. CONCRETE STRENGTH, "c ---- 2500psi (SPECIAL
INSPECTION NOT REQUIRED)
8. SOIL BEARING PRESSURE= 1 500psf, S011_..- I. ATE HAL
BEARING PRESSURE-= 1 00psf PER 2006 IBC 1ABLE 1804.2
9 THE SITE DE SIGN IS NOT CONSIDERED SUBJECT - - 0
WIND SPEED—UP EEEEC Kzt< , .0 A":) DEFINE IN SE.0 i ION
6.5.7,2 OF ASCE 7 05. ANY SIGN LOCATED WITHIN 125
FEET OF A 25 FOOT OR HIGHER HILL OR ESCARPMENT
MAY BE SUBJEC - IW WI - 0 SUCH EFFECTS AND SIGN REDESIGN
WOULD BE REQUIRED. CONTACT ENGINEER OF RECORD IF
�iNG SUCH EFFECTS ARE PRESENT. ,
10. PROVIDE GRADE SLOPE AWAY FROM BASE OF POLLS.
11. IT IS RECOMMENDED TO REPLACE WOOD POSTS
EVERY FIVE YEARS DUE TO NORMAL CLIMATE EXPOSURE
12. ALL NAILING SHALL BE PER THE 2006 IBC TABLE
2304.9.1
13. SIMULATED BASE &HALL NOT HAVE ANY 'FIX 'E D
MOUNTING AT OR BELOW BREAK AWAY HOLES.
L � WIND FACTOR CLARIFICATION 03.28.1 1
NOT TO SCALE
MARANA STREET STANDARDS DETAIL N0:
9 MA A Z� 7
WAYI= INDING SIGN
DATE: 3/28/2011 REVISED:
740 -1
SHEET 2 OF 2
51 2
3
-1 _, ,J /T F-)\
Proposed substantive changes to the Marana street standards June 21, 2016
1. Statement discouraging private streets removed
2. Removed the 2500 ADT cap on collectors
3. Made reference to the Town's Procedural guide for preparing traffic studies instead of ADOT (the
procedural guide was written after the original 2004 standards)
4. Level of service for street function has been changed from LOS C to LOS D in accordance with other
Town documents such as impact fee studies
5. Street details are being pulled out of the street standards and collected with other Town details into a
standard details book
6. Removed the ability to have driveways in a "T" or "Y" turnaround area as the geometry does not
support them.
7. Created guidance for long cul de sacs to provide turnaround areas every 600 feet
8. Uncurbed intersection radius requirements removed, having the effect of the radius being tied to the
nature of the road.
9. Clarified that when a deceleration lane is used on an arterial, the radius at that quadrant can be
reduced to 25 feet from 40 feet.
10. Restricted mountainous terrain speed limits of less than 25mph to private streets. State law precludes
posting a public street less than 25 mph.
11. The access requirements from ORD 2013.008 incorporated
12. Removed option for stabilized DG path in lieu of sidewalk as an outright option for large lot
subdivisions. DG path would still be available as a design exception. The Town will only maintain hard
surface sidewalks.
a. Also removed reference to non - sidewalk subdivisions maintaining a 4 foot clear area.
13. Added a requirement that trees within 6 feet of the road edge use a root barrier that extends 3 feet
below finished grade for a distance of 10 feet centered on the tree.
14. Removed restriction on outlet structures from private detention /retention facilities discharging into
the right of way. That may be the natural discharge point. The Town will control how the discharge is
done including energy dissipation.
15. Offsite flows are not allowed to be accepted into the street drainage system.
16. Cut off walls must extend 5 feet wider than the flow width on dip crossings.
17. Stipulated layer coefficients for pavement design rather than referring to ADOT guidelines. The layer
coefficients are from the Pima County Roadway design guide that is normally used by the region.
18. Set the minimum pavement section for local streets to be 3" of asphalt over 4" of aggregate base in
accordance with our new pavement management program. Set the minimum pavement section for
commercial /industrial collector to be 6" of asphalt over 6" of aggregate base. Residential collector
pavement section remains 3" of asphalt over 6" of aggregate base minimum. Note that Pima County
has added a new equation to correlated R values in the region that leads to stouter pavement sections.
The 3 "/4" minimum section satisfies this new method of pavement design.
19. Changed the ESAL factors to comply with modern factors from the City of Tucson
20. End of Road marking updated to be more in line with what has been requested over the years.
Marana Regular Council Meeting 06/21/2016 Page 233 of 298
21. "Not a Town Maintained Street" signage will not be required if the private street is gated.
22. Design exceptions will no longer go to directly Planning Commission, but will be decided by the Town
Engineer with the Planning Commission as an appeal body.
23. In consultation with Northwest Fire, street width for local streets has been reduced by 4 feet. The new
section is 32' back to back of rolled curb. This supports 2 -6' parking lanes and a 20' fire
apparatus /two -way driving lanes.
Marana Regular Council Meeting 06/21/2016 Page 234 of 298
MARANA
=/ I \
ENGINEERING
INTEROFFICE MEMORANDUM
TO: File
FROM: Keith Brann, P.E., CFM, Town Engineer
SUBJECT: 2016 Subdivision Street Standards update - comments received
DATE: June 1, 2016
As part of the outreach for the 2016 Subdivision Street Standards update, Town staff met with the
technical advisory committee of SAHBA and the technical committee of the MPA. Staff also
conducted a roundtable/ over the shoulder review of the proposed changes. There have been a
few refinements in the draft based on internal and external discussions. The Town also received
formal comments that have led to refinements. Below are the comments received and
clarifications of changes if needed. Changes are in Bold.
Town Initiated refinements:
1. Added an appeal process for design exceptions. In the currently adopted standards, all
design exceptions go to the planning commission for approval. The first draft had the
Town Engineer approving design exceptions with no recourse. The final draft will utilize
the planning commission as an appeal process.
2. Backed away from allowing wedge curb. The currently adopted street standards do not
use wedge curb. The Town had been revisiting using wedge curb and the prior draft did
include a reference to it. After further review with management and public works, wedge
curb will not be reintroduced to the Town's street sections. Wedge curb is available
through the design exception process for private streets.
3. Detail drawings removed from street standards and placed in standard details book.
There are more Town details than just the ones contained in the current street standards
manual. We are combining all Town details into one document.
4. Reduced local street section width. In working with Northwest Fire, we have agreed that
the parking aisle for a local street section can be reduced from 8 feet to 6 feet. This leads to
a 4 foot reduction in paved asphalt width and right of way. It should be noted that the
use of the rolled curb is acceptable for inclusion in a parking aisle but not in a fire
apparatus lane. Should alternative sections be pursued though a design exception that
removes a parking aisle, the remaining fire apparatus dimensioning cannot include the
rolled curb.
5. Cul de sac details brought into compliance with international fire code (IFC). The IFC
requires that cul de sacs use a 96' diameter. As noted in item 2 above, rolled curb is not to
Marana Regular Council Meeting 06/21/2016 Page 235 of 298
be utilized for fire apparatus. Therefore the back of curb dimension for a cul de sac is 50
foot. (48' radius plus two foot width of rolled curb).
Comments from Redpoint development received April 18, 2016
2.1.1. Reference to minimum speed of 25 mph. The comment is; many times it is not posted.
Recommend it be changed to "the design speed is 25 mph and drop "posted" or enforce the posted provision.
Response: All subdivisions should have at a minimum a posted speed limit just after entry. No
change
3.0.6 Reference to improvements if street operation is below LOS D due to development at segments and /or
intersections. I always like to set expectations and thought a few examples would be worthwhile such as
right turn lane, bus pull -outs, no left turns, etc.
Response: Level of service is a broad characterization of a road and not meant to deal with
individual elements. Although intersections can be rated by level of service, it is not the only
consideration. No change
4.1.3. Here I thought since we are always not aware of interim issues with the General Plans Major Routes
prior to an update a note about review with the Town Engineer for planning purposes would be appropriate
prior to submitting application or plans.
Response: The general plan is typically updated on a ten year cycle. When it is updated there is
significant public outreach. Even minor amendments, should they affect the major routes plan,
would be discussed with affected landowners. No change
4.1.8. Reference to private streets and use of vehicle design of WB -40 or larger. No comment on /or about
design exception and /or review with Town Engineer if alley's, shared motor courts, or other special private
road conditions.
Response: Even alleys may need to accommodate large vehicles. That being said, all parts of the
street standards can be subject to a design exception. No change
5.0.7. Just setting expectations. I would add: i.e. minimum distance is 20' per Town Code xxxxx.
Response: Section 5.0.07 reworded to include the 20 foot minimum distance between garage
and sidewalk.
6.3. Please reference what you expect for minimum thickness of sidewalks adjacent to curb, away from
curb, and at driveways.
Response: The standard details show sidewalk thickness. No change
6.3.7. No reference about access and parking requirements, signage, etc. for Post Office or residents if
NB U's are adjacent to public road.
Response: Marana will let postal guidelines control design. No change
Marana Regular Council Meeting 06/21/2016 Page 236 of 298
6.10.1fl No reference as to who maintains if installed in the public Right -of -Way.
Response: The preceding section 6.10.1.d clearly shows that a license agreement is required. No
change
9.4. Curb openings. Just a question to answer because I did not see anything on it; Does the Town care if
public roadway run off drains into a private basin or property? Not sure if maintenance, safety or other
legal requirement to protect the design and safety of the roadway if water backs up on to a public road. Just
seems if the integrity of the public road requires offsite improvements that are not part of the R.O.W.
dedication that an agreement, licensing or other legal agreement be in place to protect the Town and public.
Response: In many cases, road drainage may make its way to a private basin or common area
drainageway. The Town requires drainage easements to deal with the point discharge or entry of
drainage at its facilities (erosion protection at the culvert entry/ exit). If a blockage occurs outside
of this area, the Town would use the floodplain code to enforce maintenance. No change
10.0 Pavement Design. Just trying to avoid a situation as it occurred in Pines I with the roadway. I think
there should be a statement regarding below subgrade being properly compacted and no exception that
would rule out someone writing a geotechnical report that gives them an out and leaves the Town with a
problem a few years after the construction. Also I did not see a specific paragraph on the warranty period,
when it takes effect, and how it is acknowledged. I know it is one year but felt it should be clearly stated as
to when it starts and the notification. Also just a comment on the warranty State of Arizona Contractor
warranty is two years. If it was built right and they care about their work two years should not be a
problem.
Response: Subgrade compaction will be per the standard specifications. A geotech report would
be relied upon to determine if special provisions are needed. As to the warranty period, the
Town is looking into the 2 year timeframe - already being used for right of way permitting.
Warranty begins at Town acceptance by council (Town code 17- 5 -5 -C). No change
10.5. Paragraph and Table 7 reference to pavement design report refers to standard practice and materials.
Would you considered Rolled Compacted Concrete (RCC) for a public road in lieu of ABC /AC? It is
starting to be cost effective and most likely help reduce maintenance costs. It is not really part of the
standards but something to consider.
Response: The Town can consider Roller Compacted concrete. My personal knowledge of the
product is that it is for heavy duty pavements where ride quality is not a consideration. As a dry
concrete mix that is not floated, it is subject to spalling and a generally rough surface. It would
likely be more appropriate a part of a multi - layered pavement system with an asphalt surface
course for ride quality. We will not prepare a standard drawing or list RCC in table 7 of section
10.5. No change
Comments from Baker Engineering received May 5, 2016
General comment -when /where can we find the Town's Standard Details as referred to throughout the
new SSS?
Response: Standard details book to be adopted concurrently
Marana Regular Council Meeting 06/21/2016 Page 237 of 298
Section 4.2.2 -why are driveways no longer going to be allowed off of T/Y turnarounds?
Response: Typical behavior of guests and commercial visitors is to not park in driveways. The
T/Y turnarounds do not support on street parking. Prohibiting driveways reduces on street
parking conflicts. No change
4.2.5 -will maximum dead end street lengths be available for modification via Design Exception on a case
by case basis?
Response: All sections of the street standards can be subject to a design exception request. Note
that section 4.2.5 does not place a maximum dead end street length. No change
4.3 -are the minimum design speeds applicable to public and private streets or are there allowances for
lower speed limits (if desired) on private, non - mountainous streets?
Response: The Town could consider a lower speed limit than 25 as part of a design exception.
The Town would restrict this ability to private streets. No change
4.6.1 - why was the 1 % minimum cross slope removed?
Response: The Town has had drainage issues with 1% crowned roads, especially when
combined with shallow longitudinal slopes. Note that this section applies to "normal" cross
slope. Warpage areas would not be subject to this requirement. Also, though not a standard
section, the Town would consider uniform cross slope as shallow as 1 %. Statement clarifying
use of 2% and 1% added.
4.9.2 - is this for residential driveways only? If not, why can't commercial drives (with large trucks with
large turn movements) utilize radiused driveways which would offer significant advantages for such large
traffic? Or is this what 4.9.3 is referencing?
Response: Section 4.9.2 would generally apply to residential driveways based on our typical
sections for residential streets that use mountable curbs. Section 4.9.3 applies to commercial
drives as those sections have barrier curb. Note that section 4.9.3 does not stipulate curb type, so
even if a mountable curb existed at a commercial driveway a full driveway opening/ apron would
be required. No change
6.2.2 - Have the PAG details been adopted? Is the 4" the limiting height for only the roll curb? I was not
able to find the PAG details so I don't know what height is shown for the wedge curb. 4" curb will
significantly limit street capacity, especially on flatter roadways, so I wanted to clarify/be sure that with at
least the wedge curb we have an ability to use at least a 5" reveal (if not 6 ") on the wedge. I have not heard
any complaints about our use of the 5" wedge curbs we've been using on the private streets recently in
DM.
Response: PAG has adopted and published their details. Note that rolled curb is a MAG detail
that we will continue to use, though we will be limiting it to the original 4" height due to the
clearance issues we have experienced. Wedge curb allows up to 6" in height, though I would be
more comfortable with 5 inches maximum. No change
4
Marana Regular Council Meeting 06/21/2016 Page 238 of 298
6.2.3 - would it be better to perform this turn radius review as part of the preliminary plat process instead
to make any required adjustments earlier in the design process?
Response: The turn template can be shown early during the preliminary plat, but is required on
improvement plans. No change
6.3.7 - are the NB U's allowed in the public ROW or are they required to be in common area?
Response: If an NBU needs to be placed in the ROW, it would require a license agreement. Our
preference would be for them to be in a common area. No change
9.1 - thanks for changing my "should" to "shall" J
Response: No change
9.1 -why can we not be allowed to bring in historical offsite drainage onto a street? Is this for public
streets only? Are we allowed to do so on private streets?
Response: Offsite flow brings a sediment load that becomes a maintenance issue. The Town does
not desire to burden ourselves or an HOA with this maintenance issue. No change
9.2 -still no allowance for metal piping in public ROW?
Response: The Town for years has prohibited metal pipe in the ROW. This change brings the
wording of the code into alignment with practice. No change
10.5, Table 7 - is this for public streets only or do the new pavement sections apply to private streets as
well?
Response: The street standards apply equally to public and private streets. No change
10.9 - I presume a bond is an acceptable form of assurance here?
Response: Yes, a bond is an acceptable form of assurance. No change
Comments from Barbara Rose received April 15, 2016
that street standard updates take into consideration conserving small and historic roadways within
important habitat corridors as development patterns change (example, Fort Lowell Road between Swan and
Craycroft)
Response: The street standards are for new construction. Reconstruction would first try to see if
the new standards are feasible. If they are not, customized street sections would be arrived at
through the design exception process. No change
that as the Town grows, current and future road and development design (residential, commercial,
industrial) helps to support and regenerate areas of historic and biological significance for future
generations
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Marana Regular Council Meeting 06/21/2016 Page 239 of 298
Response: Where the standards do not accommodate specialized situations such as historic or
biologically significant areas, design exceptions would be warranted. No change
that best management practices save money, infiltrate stormwater where it falls, reduce heat island effect,
and celebrate the value of our Sonoran Desert's native vegetation
Response: Although not a requirement, the water harvesting aspects of the new Pima County
detention retention manual may be used by developments. No change
Comments from SAHBA received May 23, 2016
We continue to hear from developers and builders about the ongoing price sensitivities in our local housing
market. As such, we would request your consideration and effort to identify corresponding cost offsets to
the proposed changes in asphalt thickness. For instance, it seems a corresponding reduction in AB
requirements would sufficiently meet the goals of the street standard update while also obtaining
appropriate cost balance. Additional opportunities that could be identified would be supported as well. The
root barrier requirement also deserves further consideration for the added expense but if it also truly
accomplishes the intended goal.
Response: Based upon new information by Pima County regarding correlated R values for soils
used in geotechnical pavement design, the proposed 3" asphalt over 4" of aggregate base is a
minimum section that should be used. No reduction in aggregate base is warranted. However,
the Town has been working with Northwest Fire regarding street width requirements. We have
been able to agree to reduce the width of parking aisles and resulting street widths by 4 feet,
providing a sizeable offset for the increased pavement thickness requirements. No change
beyond the street width reduction cited.
Comments from Planning Center received May 27, 2016
We commend the Town on its efforts toward updating the Street Standards document and find it to be very
helpful on the whole. However, we offer the following comments in relation to the Town's proposed
requirement for root barriers on all shrubs and trees within 6' of edge of pavement (within public rights -of-
way):
We have significant concerns about the new requirement for 3' deep root barriers on all shrubs and trees.
While we appreciate the concern for preserving pavement and its substructure, we do not feel this is the
most efficient, cost effective or safest approach; nor is it conducive to the health safety, and welfare of the
public.
There is a substantial amount of information that is missing in this proposed requirement such as: type of
barrier material, distance of barrier from edge of pavement, distance of barrier from plant, length of barrier,
maintenance of barriers, and the like.
Foremost though, it is our professional opinion that root barriers are unproven (lacking verifiable data or
study) within our region as to their efficacy on preventing root growth and water under roadways while
maintaining tree health. It is our experience that:
Marana Regular Council Meeting 06/21/2016 Page 240 of 298
Root barriers can have negative impacts on healthy plant growth, form and survivability through
limitations to the root structure and root form. Unhealthy root structure caused by root barriers
can also lead to overturned trees during high wind. Some root barriers run parallel to roadsides
(along the back of curb) while other root barriers entirely circle root systems. Both limit a plants
ability to establish a healthy root system. While many root barriers are made of plastic, some fabric
barriers are impregnated with herbicide. The introduction of a permanent herbicide along
streetscapes will have long lasting negative effects for soil health and vegetation growth.
Shrub root growth does not warrant root barriers due to the limiting width of their root structure
generally. Regarding tree root growth, recent studies seem to indicate that some roots which are
deflected vertically downward grow back up to the soil surface on the other side of the barrier.
If the concern is potential for excessive irrigation water (leaks or over watering) underneath the
roadway then we suggest the following alternatives when trees are within 6' of edge of pavement of
back of curb:
• Alt Solution -1 Require deep root watering system on all trees within 6' of edge of
pavement.
■ Result -Trees exhibit healthier growth and form. Trees grow a deeper root
structure (roots are encouraged to grown downward and away from pavement)
Trees with a deep root structure arestronger and safer in high -wind conditions and
monsoon storms. Additionally, the requirement for deep root watering systems on
all trees within 6' of edge of pavement will actually increase plant viability. For
example, a significant number of Oak and Ash Trees along Tangerine Farms Road
and Marana Main Street (less than 10 years old) currently appear stunted and in
decline. Deep root watering systems at the time of installation would likely have
encouraged healthy growth.
• Alt Solution 2- Require flow sensors and smart controllers for trees within 6' of edge of
pavement.
■ Result -This combination detects leaks and shuts down irrigation to affected areas
and notifies contractors of need for on -site visit.
o Alt Solution 3 - Require soil moisture sensors and smart controller located adjacent to
areas with trees within 6' of edge of asphalt.
■ Result -Soil moisture sensors sends when soil is oversaturated and smart
controller adjusts irrigation accordingly and /or send warning to contractor.
In short, the best way to prevent root or irrigation water from harming roadways or their substructure is
proper installation techniques and proper maintenance techniques (namely irrigation).
We look forward to working with the Town in developing alternatives that meet concerns for preservation
of the roadway while maintaining a beautiful streetscape and roadway experience that aligns with the
Town's strategic plan.
Response: Town staff reviewed the Planning Center's concerns and suggestions and will
make the following clarifications and changes:
1. The root barrier will only apply to trees, not shrubs.
2. Deep watering of trees as suggested in alternate 1 will be implemented
3. The Town will create a detail showing main irrigation water line placement to insure
that the main lines are as far as practicable from the curb line
Marana Regular Council Meeting 06/21/2016 Page 241 of 298
1.0 INTRODUCTION & PURPOSE
1.1 Introduction
The majority of these standards were originally prepared by the Pima County Department of
Transportation and Flood Control District ( PCDOT & FCD). They pwere modified to
address the specific conditions and needs of the Town of Marana, and were first adopted by
Mavor and Council under Marana Ordinance 2004.08 in May of 2004. These standards, as
presented in this manual
+Iff re ]Dresent requirements for the preparation of subdivision plats, development plans,
improvement plans and master planning documents.
r*r°o *r h Nowe e f * These standards apply equally to both public and private local roadways
within all subdivisions and land development roadway construction or reconstruction within the
Town of Marana, and are intended to be consistent with national standards and local policies and
procedures. These standards are guidelines, which will be enforced as written however, it is
recognized that there are situations for which these standards may not be applicable. In these cases,
and in cases of conflict or contradiction, sound engineering judgment consistent with accepted
practice and approved in writing by the Town Engineer shall be used.
Those portions of these standards prepared by PCDOT & FCD ( "Subdivision Street Standards"
Oct. 1989) have been reproduced herein under permission by Pima County.
1.2 Purpose
These standards are intended to provide for the public health, safety and welfare of the
And 4APdest . traveling public. They are minimum standards for local streets which, if not met or
exceeded, 40HAH.A.1d create deficiencies resulting in a threat to public health, safety and welfare,
as well as higher user costs and public losses. They have been adopted to reduce maintenance and
liability costs borne by the residents of Marana.
In order to be responsive to the needs of roadway users within proposed and existing residential
neighborhoods, these street development standards have been established to:
• Provide for streets of suitable location, width, and improvement to safely accommodate
vehicular, cyclist, and p edestrian, traffic;
• Afford satisfactory access to emergency services, sanitation, school bus, street
maintenance, and utility equipment;
• Coordinate street improvements, both public and private, so as to create a
convenient system and avoid undue hardships to adjoining properties;
• Establish safe, effective, efficient, sustainable and attractive
multi -modal transportation systems, which provide linkages and interconnectivity
of developments;
• Provide adequate continuity, length, and width for walkways;
• Provide for visual and functional enhancement of streets and walkways through the use of
natural and introduced landscapes;
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Encourage traffic management plans by private developers;
Design streets to balance traffic between a����l vehicular, cyclist, and
pedestrian traffic and
Provide a street network design that includes enhanced safety and aesthetic
characteristics and encourages curvilinear streets, streetscaping, and route
continuity between T; r; ^N neighborhoods.
1.3 Applicability
These standards are intended to apply to all residential subdivisions in the Town di Qtri
2.0 FUNCTIONAL CLASSIFICATION AND INCORPORATED REGULATIONS
2.1 Functional Classification
There are four (}broad functional classifications of streets as defined by the American
Association of State Highway and Transportation Officials (AASHTO): local, collector, arterial,
and freeway (limited access). This document is limited in concern to the design characteristics of
local streets associated with subdivisions and developments, with particular attention to residential
land development.
1. Local Streets: Local streets serve as access to residences, businesses or other abutting
properties. Local streets are generally two{ }_lane undivided roads with at -grade
intersections and may have frequent driveway access. Local streets are intended and
designed to provide access to abutting residential areas and �carry this traffic to
collector roadway systems. The design volume of these streets should be less than ewe
(40004 average trips per day (Average Daily Traffic (ADT)). Local streets must be
designed for and posted with a minimum speed of (254 miles - per -hour (mph).
Lower design speeds may be used for mountainous rim roadways (see Chapter 4.12).
2. Commercial and Industrial Subdivision Streets: Commercial and industrial subdivision
streets are to be designed in accordance with the above criteria, with special consideration of
expected wheel loads, vehicle dimensions and proposed use. Please refer to AASHTO's "A
Policy on the Geometric DesL nn of _H hwa ys and Streets" as well as the project's Traffic
Impact Analysis for further design guidelines and data pertinent to these facilities
3. Local Collectors: Local collectors as
are generally limited - access two -lane roadways that are striped with centerline and
multi -use lanes. These streets are intended to serve as the main access point for a subdivision
. The design speed for this type of street should be 35 MPH (to be posted at
30 MPH) . The parking
of vehicles and residential driveway access should be prohibited on these streets at all times.
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It is recognized that there are specialized types of developments such as retail, office, industrial,
mobile home parks, recreational, and cluster housing which vary widely in operational
requirements. Design of these projects has been provided for as much as possible within this
document.
2.2 Incorporated Regulations Adopted by Reference
This manual establishes engineering design practices for local roadway construction associated
with land development within the Town of Marana. For items not covered herein, such as
collector s and arterial roadway designs, the engineer shall design in accordance with the latest
. . Town of Marana ly1;ical Roadway sections.
The following adopted standards, ordinances, or policies are also applicable and should be referred
to by the design engineer as appropriate:
1. Marana Land Development Code;
2. Town of Marana Master Transbortation Plan;
3. Town of Marana General Plan;
� Adopted Area, Community, Neighborhood and Specific plans;
5. Conditions of zoning and rezoning;
6. T JL A LV I AL Ar � A LV T
LfX V"VX%_.f_LX A- v +; D Conditions of adopted Develop Agreements;
7. "1:1 1Q A,-„ a �r„�,;,,, u���r,a ��r�r., O ,��,,,o » TAAt,:, Af Marana Standard _L V
Details; and 42r2104 QT�rT,
- A - - A'
8. All reference materials as listed in Section 15- references
3.0 TRAFFIC STUDIES
Functional classification, roadway ADT, determination of number of lanes, design speed, required
Off-site improvements and design level of service shall be determined at the time of
preliminary plat or development plan review, or master development plan preparation, as
applicable (or rezoning if feasible) by the design engineer subject to approval by the Town of
Marana. All projects that generate peak = hour trips OYH%eal IL 00. of at least 100
vehicles are required to perform a Traffic Impact Study as a condition of
A I "A,R ^r Dr °'-,i4ffl6FT L= 4 "' *_ develop plan, p relimina ry p lat, or rezoning For developments
J - -- -
producing less than 100 vehicular trips during the peak hour, the Traffic
Ensa ineering Manager will determine whether a Traffic Impact Study or Statement r' will be
d re uired. This study or statement must be signed and sealed by an engineer
licensed to practice in the State of Arizona, and must include, at a minimum, peak = hour traffic
generation figures. For the preparation of traffic impact ' study or statement the guidelines
contained within "
f'C%11AAxTP_d 4=i
:M QAFAe eases
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Teuzn- Town of Marana's
Procedures for Preparation of Transportation Impact Studies shall be followed.
1. For local streets, in the absence of more detailed information, ADT may be estimated from
the number of units and the land use according to ITE's " Trip Generation" Manual
2. The potential for cut - through traffic using neighborhood streets shall be addressed.
Cut - through traffic is defined as traffic that uses a residential street (or a route consisting of
more than one street) solely for the purpose of connecting between two major (arterial or
collector) streets. If it is expected that the volume of cut - through traffic maybe significant,
consideration shall be given to the use of traffic calming measures on the potentially
impacted street(s). See the section in Chapter X12.0, herein, on traffic calming devices.
The Qdditi increase of proposed traffic through existing neighborhoods shall be addressed.
In such cases, the new traffic forecasts are to be considered as "cut- through" traffic and the
impacts on existing roadways examined. Appropriate traffic calming devices and techniques
shall be identified and implemented upon approval of the Town En gineer .
3. Non - residential ADT ean be °v�w,;�,° 'estimated using "ITE's Trip Generation
Handbook,E.
4. Traffic demand forecasts must be made including a summary of existin traffic
plus approved, not -yet built development traffic, p4ffsand proposed project traffic.
5. Any project proposal, which would degrade an existing roadway below a Level of
_Service (LOS) �D, must mitigate to maintain a minimum LOS GD.
6. A LOS of ED or better shall be maintained on all off -site roadways and intersections that fall
within the development's area of significant traffic impact (as designated by the townlown
and as depicted in the Traffic Impact �i�Studv prepared for the development).
Improvements are required if the roadway segment or the intersection will operate below
LOS ED due to traffic generated by the development. Such improvements shall upgrade the
LOS to CID or better.
4.0 STREET LAYOUT & GEOMETRIC DESIGN
All subdivision and development related street ,� es i g :M d shall conform to this document.
Where not provided for herein, design engineers shall refer to those supplementary standards listed
in Chapter 2.2.
4.1 Street Layout
1. All rights -of -way and street sections shall be designed and constructed to the full
dimensions as shown in the Town of Marana Standard Details.
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2. Where partial streets exist adjacent to the tract being developed, the remaining
right -of -way must be dedicated and improvements must be made to the street as required
by the Town Engineer.
3. Proposed developments shall provide for the continuation of Town of Marana Mai or
Routes (as depicted in the circulation element of the Town's General Planl, existing
arterials and collector street rightLs -of -way where appropriate.
4. The local street system shall be arranged to encourage traffic connectivity within the
development and region.
Circuitous through routings are to be encouraged. , T-:4r:A4 -i,-
MuP R.�R - P�
5. ,
ft Of
Residential lots are not allowed to have direct access to collector and
arterial streets.
a. If frontage roads are used to provide access, they shall be designed such that improper
intersections with streets do not occur. Frontage roads, by their nature intersect
with entrance drives at close distances. However, they shall not intersect with new or
existing streets at points less than that specified by Town Code (see off street parking
requirements in Tithe .2, of the Marana Land Development Code).
b. Frontage roads shall have adequate turn- around areas for the design vehicle at
roadway termini�ee -�� }.
6. The proposed development shall provide streets in conformance with the Town of Marana
Mai or Routes Plan (as depicted in the circulation element of the Town's General Planl, all
existing specific plans, residential design guidelines, and mother plans that are approved
and adopted by the Town Council.
7. Stub streets required for future extension shall provide
temporary turnaround areas at the stub end (Se..'.eal AAVA4
8. elf private streets are used as hart of a develop
entrances to gated, private streets shall include a turn around area entirely contained
between the ultimate public right -of -way and the proposed gate. The turn around area
shall be designed ' to
accommodate a design vehicle of WB -40 or larger.
9. - 9 - In order to maintain an 85 percentile speed of 25 - 30 MPH, it is recommended that local
street tangents be no longer than 500 feet between speed control points. A speed control
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point is defined as a break in continuity (such as astop- controlled intersection), a properly
designed horizontal curve, or a traffic calming device approved by the Town.
4.2 Cul -de -sacs
Permanent dead -end streets shall be designed with an adequate turnaround area at the
d °.a�' ° roadway terminus. In accordance with Town standards, the turnaround area may not be
required on dead -end streets less than 150) feet in length if services,
such as fire, sanitation, school buses, maintenance equipment, delivery and repair vehicles, and
postal service, can be provided without the use of the street. Cul -de- sac /dead -end len is
measured from the curbline of the last street intersection to center point of turnaround.
Turnarounds may be designed as e-t4cul -de- sac s, "T" or "Y" shaped configurations=
1. The cul -de -sac is preferred at all times for local street turnarounds because of its
overall efficiency and maintainability, as well as for operational considerations pertaining to
certain types of vehicles (e.g., fire trucks & school buses).
The paved
turnaround's geometry and rights) -of -way shall conform to the standards set by the Town's
Standard Details.
2. "T" and "Y" shaped turnarounds may be used for dead -end streets which have a
projected .ADT of 480) or less. Vertical curb is required in "w, EKE)
.this type of turn- around area and driveways are not permitted.
3. Improvements to existing dead -end streets on abutting properties may be required
during rezoning or subdivision platting. The purpose of these improvements ShAR is to
allow proper through connection of future streets. Through eenne connections may
require the developer to remove abandoned cul -de -sac pavement on the abutting
property , and that the full pavement section be carried to property line.
4. Where temporary turnarounds or eiftcul -de -sacs are designed for a future extension
to abutting properties, a note shall appear on the final plat listing the street name and
indicating the temporary nature of the cul -de -sac condition.
5. Permanent dead -end streets longer than 1200 feet in length shall have turnarounds
throughout the total length so the distance between turnarounds is no greater than 600 feet.
6. —Cul -de -sacs may contain landscaping within a center area island
.L JL
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a. a*Vertical curb is used around the entire center landscaped area;
b. I _& X X %.., X %,& %A. X %& LY %I N-1 %IX X %.., A- " %,1 %.., N-1 A- LIX X %/ %/ L*X k_/ X L3 %,& A- X X 0- LX %11X k X %-,I The radius of
the landscaped center shall conform to the geometric layout as provided in the
standard drawings
C. e+The cul -de -sac is large enough to allow passage of the design vehicle without wheel
paths encountering the curb;
d. }The cul-de- afesac is not proposed to be a future through street
e. The landscaping does not' obstruct sight visibility;
f. 4 Town of Marana shall not be responsible for maintaining cul -de -sac
landscaping and a note to this effect shall be on the final plat. If landscaping is
provided, the developer or homeowners association shall obtain a license agreement
from the Town prior to the installation of landscaping. Landscaping irrigation runoff
shall not be permitted to drain onto the roadway surface.
The entire inside perimeter of the landscaped cul -de -sac shall be p rotected by a W1
deep root barrier.
4.3 Design Speed
The minimum design speed for local streets is ( 254 MPH. The minimum design speed
for riie� collector streets is 35 MPH. Higher design speeds may be warranted for
certain roadways, and lower design speeds may be used for mountainous roadways per Chapter
4.12.
4.4 Design Vehicle
All local streets shall be designed for a WB -40 vehicle as defined by AASHTO. or other design
vehicle as approved by the Town Engineer.
Non - residential subdivision streets and parking area access lanes PAAL shall be designed for the
largest vehicles (including service and delivery vehicles) anticipated to use the facilities, all in
consultation with the Town Engineer. Delivery and service routes are to be clearly shown on the
development plan and/or preliminary plat, as applicable. A note shall be provided designating the
design vehicle.
4.5 Horizontal Alignment
Minimum horizontal curve design criteria are shown in Table 1.
TABLE 1
Criteria
Local
Residential Collector
Design Speed (mph)
25
35
Minimum Center Line Radius (ft)
(assumes 2% normal crown)
181
480
Minimum Horizontal Stopping Sight Distance
(ft)
150
250
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Consideration of driver expectancy and coordinated horizontal and vertical geometry shall occur
in subdivision roadway design.
When two local road tangents are connected by a curve of less than the minimum radius, a
"knuckle" or "eyebrow" 4 Y► s intersection shall be constructed . as shown in the
Town of Marana Standard Details.
Compound and reverse curves are discouraged for local roads. Where this type of configuration is
absolutely needed, it is recommended that tangents be placed between the curves. Tangents
increase driver comfort, expectancy and safety. Where tangents are used, a minimum tangent
length of 100 feet is required.
4.6 Vertical Alignment
Vertical alignment shall generally conform to the natural topography within the following limits:
TABLE 2
Criteria
Slope
Max. Gradient — Local Driveway
14 % (in R/W)
Max. Gradient — Local Streets
7 % Level, 11 % Rolling
Terrain
Max. Gradient — Collector Streets except Mountainous
8%
Minimum Gradient
0.5%
In mountainous terrain (see Chapter 4.12), local street gradients maybe up to €�ee&+-(15) percent,
upon approval by the Town Engineer.
1. Normal roadway cross slope shall be minimum two q+percent. (Neffa%ea 4:%ereent or
crowned roadways and minimum, one percent for non - crowned
roadways.
2. Cross slope for drainage design may be u�four-(4) percent, at drainage crossings only.
3 . � �ay....ti e Cul -de -sac cross- 4epe slo�es shall knot exceed eight O*percent.
4. Inverted crown streets are not acceptable for local streets. Inverted crowns may be used for
Parking Area Access Lanes ( 424 41 .PAALsI and alleys. Any inverted crown section
with a longitudinal slope less than one percent requires a four foot wide concrete valley
gutter, p er Pima Association of Government standard details.
5. Minimum vertical (stopping) sight distance shall be pain accordance with AASHTO's "A
Policy on Geometric Design of Highways and Streets" guidelines, or one
k150) feet, whichever is more restrictive. For other design speeds and grade
conditions, refer to AASHTO's "A Policy on the Geometric Design of Highways
and Streets ".
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6. Landing areas are required for all stopped conditions. The maximum allowable grade for
this landing area (on approaches to unsignalized intersections) is 3%
(6}�er�e�ls in mountainous terrain, see Chapter 4.12), and this grade must extend at least
�
�20) feet in each direction from the outside edge of curb line of the intersecting
street.
7. Vertical curves shall be required on local streets where the algebraic difference in grade
exceeds one {�. percent. When the algebraic difference is done percent or less, a grade
break r'may be used. Use of the AASHTO vertical curve equation is preferred;
however, a simplified method as shown below may be used. Using this method, the
minimum lengths of vertical curves shall be determined by multiplying the algebraic
difference in grades by the appropriate `K' factor in
Table 3
Vertical Curve Criteria (for grades less than 104 percent)
TABLE 3
Design Speed
K Factor Crest Vert.
Curve
K Factor Sag Vert.
Curve
Minimum Length
Curve
25
12
26
75
30
19
37
90
35
29
49
105
All vertical curves shall be symmetrical parabolic curves. The minimum length of a vertical curve
in feet shall be three {}times the design speed in miles per hour.
When grades are greater than 10) percent, vertical curves shall be lengthened in accordance
with AASHTO's "A Policy on Geometric Design of Highways and Streets" design guidelines, to
account for the increased stopping distance requirements.
4.7 Intersection Alignments
1. The centerlines of intersecting streets shall have an angle of intersection of as close to
��90� °as is practical. In no case will the angle of intersection be less than
° , °M�. �•,° �''" a °�-r ° °�75° for local street - collector /arterial intersections and sue } JLX
�eg�ees70° for local street -local street intersections
2. Right -of -way lines at the eemefscorners of street intersections will be rounded with a curve
radius of 25) feet, or greater, as conditions may warrant. The radii must be
adjusted at skew intersections to provide sufficient curvature. In all cases, adequate
sight distance shall be maintained.
3.
Intersections of
arterial and maj collectors shall have a minimum curve radius of 40) feet, except
when acceleration/deceleration lanes are required. � X•'� °%' ;meet LYX X"XX
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. Where acceleration deceleration
lanes are used, the curve radius maybe reduced to 25` � -, ° *_ r ,�r� °N r��';; Q'�A"
. feet on the
acceleration deceleration lane or as dictated by the turning radius of the design vehicle not
encroaching on the opposing lane.
ane•
4. Uncurbed intersections shall only occur where a new street intersects an existing uncurbed
roadway. Uncurbed intersections shall have concrete headers installed to protect the
pavement edge. A transition to full height curb (if a shall occur beyond the right
of way or clear zone, whichever is greater.
5. Street jogs with centerline offsets of less than 135 feet shall not be
allowed (See
4.8 Intersection Sight Distance
Clear lines of sight shall be maintained along all streets and driveways (includ*ng PAALs)
to provide for the safety of lz ^ * ^r� *,motorized and non - motorized vehicles and pedestrian
. Sight visibility triangles shall be eenstti °* °'depicted in accordance with AASHTO
criteria or as shown in the Town of Marana's Standard Details based on the design
seed of the through street and the near side and far side distance requirements from the
following table:
TABLE 4
Design Speed of Through
Street (mph)
Near Side Requirement (ft)
Far Side Requirement (ft)
20
180
140
25
240
190
30
300
240
35
380
300
40
480
370
45
600
470
50
740
580
55
890
690
On streets with one -way traffic and on streets with two -way traffic separated by raised median
islands (i.e. no opening) only the near side sight visibility triangle is required; however, a
pedestrian visibility triangle shall be maintained in place of the far side triangle as shown in the
��Town of Marana's Standard Details.
Where streets intersect in a cross configuration, each street is considered the intersecting street
with the other street and shall be considered the through street for purposes of determining sight
lines � tLv n rrv,,,a;.,�
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The near side and far side distance requirements of sight triangles along a horizontal curve are
te shall be measured along -athe chord of the curve (not along the arch
.l -Refer to the Town of Marana's Standard Details. The sight line of the sight triangles
shall
F %.,X NIO supersede standard building setback lines where the sight line requires a greater
setback distance. Sight visibility triangles shall be depicted to scale and in a surveyable manner on
all final plats, development plans, plot plans and landscape plans. The area within the sight
visibility triangle must be entirely enclosed by the right -of -way, easement, or common area.
r irl£ ' r�rrviL s
The following restrictive note pertinent to sight visibility triangles shall be required on plats,
development plans, plot plans and landscape plans.
"No improvements and /or landscabe materials measuring vertically between x{30} and
723 inches in height relative to the adjacent roadways that might interfere with sight
visibility shall be placed and /or maintained within the sight visibility triangle."
4.9 ��i� i' r� ,-, - �i��' Drivewav Access Reauirements
Driveway entrances are to be designed for the
r abid
ingress and egress of vehicles from the traveling pEroadway.
1. BnAll streets with vertical curbs,
. shall use driveway aprons. Driveway aprons shall be of
cement concrete constructed to Town standards with a minimum length running from curb
location to back of sidewalk location.
2. On streets desi with mountable curb, driveways shall L.1,1441 teabut the back of curb
or sidewalk, and shall not have curve radii, and shall be constructed of Portland cement
concrete or asphalt.
3.
S
.Commercial and Industrial driveways will be treated the same as
street intersections with connections to arterials and mai or collectors with regards to
driveway radii in accordance with section 4.7.3 unless the driveway is located within an
auxiliary lane. Depressed curb driveways without radii may be used for driveways within
auxiliary lanes.
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Marana Regular Council Meeting 06/21/2016 Page 252 of 298
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Marana Regular Council Meeting 06/21/2016 Page 252 of 298
** �N „aetif• De curb driveways without radii may be used for service
entrances, provided these entrances are clearly depicted as a "service entrance" on plats
and development plans.
5. Driveways shall not be located where conflicts will be created with drainage facilities,
intersections, deceleration lanes, roadway tapers and /or other improvements.
6. No residential driveways shall encroach into an intersection curb radius where residential
streets intersect.
:7 C—AffiffiefeiAl dr..
4.10 Roadway Superelevation
Superelevation is generally not necessary on streets designed for travel speeds of 354
mph or less. Maximum superelevation shall be four {"}percent and runoff lengths shall be
computed in accordance with AASHTO's "A Policy on Geometric Design of Highways and
Streets ".
4.11 Roadway Drainage Crossings
The cross -slope of roadways for drainage purposes shall not exceed fours percent, and
comfortable speed as well as design speed must be maintained throughout the cross - slope.
Minimum cross - slopes shall maintain a two {}foot per second velocity for the 2 -year peak flow,
to reduce potential deposition of material in the roadway.
4.12 Mountainous Terrain
Mountainous terrain is that condition where longitudinal and transverse differentials in ground
elevation with respect to the roadway are such that:
1. , Benching hill -side excavation, or other cuts and fills are needed;
or
2. Excessive rights -of -way for either cut and fill slopes (multiple cuts and /or fills exceeding
:F4:a ee�r{153 feet of vertical change) or for roadway alignment are required or;
3. Significantly lengthened roadway sections and increases in right -of -way are necessary in
order to obtain acceptable horizontal and vertical alignment. ,
eE)i ff ,� 1 tW aefE)SLS t L I L O r
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Marana Regular Council Meeting 06/21/2016 Page 253 of 298
4. Terrain with an average cross slope of 154 percent (as defined within the Town of
Marana's Land Development Code) or greater Shall %:l q' 4 :P 4 are present.
Roadways above the alluvial fan break of the Tortolita Fan are an example of the mountainous
terrain classification.
For ri�local streets subject to this section, a design speed lower than 25 mbh
may be used, provided emergency services and school vehicles can safely traverse the roadway(s).
With prior written approval by the Town Engineer, the design engineer may utilize four-(4) foot
shoulder widths and steeper longitudinal slopes (private streets only). Roadside drainage
provisions shall be incorporated to minimize cross -flows and material deposition within the travel
way. Particular attention shall be given to stopping sight distance and sight visibility
XXXV ArA* °�' ;N *�du� the roadway and grading design. Positive gradient slopes (those rising
above the roadway) shall not be permitted within sight visibility triangles unless they conform to
Chapter 4.8.
4.13 Environmentally Sensitive Roadways
[RESERVED]
4.14 TiSiEY Alternative Access
atL C,
1. Alternative Access requirements
a. Subdivisions of more than �{30� and not more than �E80� lots shall in
addition to the primary access have either an emergency access drive with a stabilized
surface capable of supporting fire apparatus or another permanent roadway.
i. Portions of a subdivision f such as cul = de = sacs and other no- outlet areas
must also meet this requirement.
11 In areas where it is determined by the Town Engineer that the
provision of a secondary access is not practicable based on topography or
other access constraints the Town Engineer, in conjunction with the Fire
Marshall may allow a single point of access nffl.-Y - 1.:H,41eprov1 ded that
other mitigating requirements such as intermittent turn- around areas, fire
sprinkler protection systems and /or other similar measures.
b. Subdivisions of more than e4,a0.413i 804 lots shall have a minimum of two (�
permanent roadway accesses.
i. 1.In areas where it is determined by the Town Engineer that the provision of a
secondary permanent roadway access is not practicable the Town Engineer
may allow a single permanent roadway access provided
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Marana Regular Council Meeting 06/21/2016 Page 254 of 298
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j oaf sn j of oil W so. bspvoe! bsf bt _!g sf !t qj of ftgspLf dy po!t zt Lf n t _ boe(jDs! pu f sI
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access must comply with one of the following requirements:
i. At %elhe LQY e., Offi4c lose -out of subdivision permitting and final release of
assurances a subsequent phase must already be under permit; or
11 At close -out of subdivision permitting and release of final
assurances a temporary roadway capable of supporting fire apparatus must
be in place.
2. Entry roadway width requirements_
a. Entry roadways with medians are required to have a minimum inside curb -to -curb
entry width of �yL20 feet.
b. Gated entry roadways are required to have a minimum inside curb -to -curb and /or
open gate width of ��L-20 feet . Gates must be accessible to the satisfaction of the
Fire Marshall.
3. 31. Any deviations from these requirements will require a design exception in
accordance with Chapter 4-343.
5.0 RIGHT -OF -WAY
1. Local street rights -of -way shall be in conformance with the cross sections provided within
the .Town of Marana's Standard Details. Rights -of -way must be wide enough to
encompass all publicly maintained facilities ' ,
clear zones, road- side ditches, cut and fill slopes, r,
l Sand access to maintain such facilities.
2. Where not otherwise required by the Land Development Code, easements may be granted
in lieu of right -of -way for certain cross section elements that are not to be maintained by
the Town of Marana such as utilities, sidewalk/pedestrian/equestrian ways and slopes.
Such easements must specifically grant right of entry to the Town of Marana. and the
p ublic. Such right of entry shall include auxiliary areas as necessary to allow maintenance
of facilities and to enable remedy of hazards to the publics
3. Additional rights -of -way may be required by the Town at intersections identified on the
Major Routes Plan (as depicted in the Town's General Plan circulation elementl or at
intersections with collectors or arterials where it is deemed necessary to provide
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Marana Regular Council Meeting 06/21/2016 Page 255 of 298
sufficient width for turning lanes, traffic interchanges, clear zones, sight visibility, and
other design and safety considerations.
4. Should alternative sidewalk locations be approved, or if no sidewalk construction is
required, the street(s) shall require a minimum of six feet of right -of -way adjacent to the
back of curb on each side of the street for purposes of pedestrian refuge, meters, street
furniture, public infrastructure or other such uses (see Chapter 6.3).
5. When it is determined by the Town that, in the public interest or for the health, welfare or
safety of same, ���l:4:r access to or from a development or subdivision at a particular
location should be prohibited, a one {}foot wide no�� access easement shall be
dedicated to the public. Physical barriers may also be required.
6. Supplemental right -of -way, common area and /or easements may be required at all
intersections where standard right -of -way widths are unable to completely enclose sight
distance triangles.
7. 14Where parking is designed to be between the sidewalk/pedestrian way and the garage, it
must be designed so as *. A* N EW efief to avoid encroachment onto the sidewalk
by providing a minimum distance of 20 feet between sidewalk and a�ra gee.
6.0 ELEMENTS IN THE CROSS SECTION
Typical cross sections are shown in the .Town of Marana's Standard Details. Selection
of the appropriate cross section is dependent upon the functional classification of the roadway, the
ADT efon the street, and the adjacent land use density. Additional pavement width may be
provided, upon approval or requirement of the Town Engineer.
6.1 Travel Lanes
Specific applications of various lane width requirements are shown in the ��Town of
Marana's Standard Details. The design engineer shall use these figures as the basis for design
considerations.
6.2 Curbing
1. Curbing shall be required on all public streets as shown in the
.Town of Marana's Standard Details. The purpose of curbing shall be to
adequately control drainage within the street, prevent moisture from entering the subgrade,
control access to abutting property, separate the roadway from pedestrian areas, delineate
the traveled roadway (in lieu of edge striping), control dust, and provide adequate lateral
support for the pavement structure.
2. Curbing shall be sixes inch vertical curb and gutter (42c—/C—
'�PAG standard detail 209
Type �{�}}ef (Gll on collector and arterial roadway sections. Local streets shall use four
inch roll type curb and gutter (MAG Detail 220 Type Q.
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3. At local street to local street intersections, the minimum curb radius shall be �
�r� ° Y,,J „ r '
k254 feet to face of curb
. At local street to collector /arterial intersections, the minimum curb radius shall be
X404 feet. The curb radius of each intersection shall accommodate the design vehicle,
and shall provide a turnin dia gram with the imDrovement plans showing that the design
vehicle will not encroach into opposing lanes (included as part of the review documents or
as separate exhibit)
4. with Disabilities Act (ADA) compliant ramps shall be provided at
all curb returns and shall be in accordance with A4 ^ r AV 42r irnT c� � r,a 42)o * A;1 r f JL
Town of Marana standard details. Detectable warning surfaces
(truncated domes per the Town of Marana standard details) shall be e�
deconstructed at all «ter ramps and at all pedestrian refuge areas e at raised islands
and medians.
6.3 Sidewalks
Sidewalks are required within all public and private roadways as shown on the Town of Marana's
Standard Details
Sidewalks shall be constructed of Portland cement concrete e tfilotpad *A 42C n T «ct� ,a
", with a minimum width of five} feet
. if abutting a curb on local streets and a minimum width of four
feet when a curbwav is used. Additional sidewalk width r' may be required for special
pedestrian generators, such as schools, recreation sites, and certain businesses.
1. Sidewalks shall be required along both sides of � JLL *'� „ %o1L*-L "r�-,r, �r local %-.I.JL
streets where ,
i:H the. the minimum lot size is less than 16,000 square feet in
accordance with the cross - sections in the Town of Marana's Standard Details. For
subdivisions with a minimum lot size of 16,000 square feet or greater, sidewalk shall be
required on at least one side of the roadway.
2.
r3q���e- €ee4-3.. Sidewalks shall run the entire length of the street unless authorized by the
Town Engineer.
43. Streets may have sidewalks in an alternative location provided it is designed in a manner
and location acceptable to the Town Engineer and the Planning Director.
%�&-L L/ V V . 4. In the event a curbwav is used, the minimum width for the curbwav is six
{} 7 feet, in accordance with the cross - sections in the Town of Marana's Standard Details.
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6-.5. A 10' public utility, roadway maintenance, and signage easement shall be granted behind
all sidewalks where no curbway is present. At locations where public utility easements are
not required (such as side yards), a 5 1 five foot roadway maintenance and signage easement
shall be req uired.
pa
0 AVAVT 4ffiJL -� r i
6. In pedestrian areas having curbways, the developer, owner, or private association having a
Recorded License Agreement may allow abutting property owners to place pea decorative
rock gravel, decomposed granite, of round cover, brick in sand, and /or other similar items
in the curbway, medians, and ground slope areas without a permit from the Town of
Marana. The property owner shall be responsible for the maintenance and replacement of
said items placed within the curbway. Street trees must adhere to
AASHTO 's "Roadside . Desi Guidelines ". Installation of street
e*d 42) trees will require an approved Landscape Plan and License Agreement,
x ^N 13 n All trees within a curbway must com with section
6.10. f herein.
-9-7. Neighborhood postal box units (NBU's) shall be designed and located in such a manner as
to not present a hazard to the motoring public, cvclists, or pedestrians.
6.4 Shoulders
Uncurbed roadways in subdivisions are only �e� allowed for temporary access roads. On
Where uncurbed roadways taolitv'�* �* �N ° N ;
are used the
cross -slope of the shoulder shall match that OH *L tH ":4:%VT%e.14 l":i the roadway cross - section. Where
infeasible due to topography and roadside drainage considerations, adjustments to the cross -slope
may be made in accordance with AASHTO guidelines upon approval by the Town Engineer.
Refer to AASHTO design guidelines for foreslope and backslope in cut nand fill conditions.
6.5 Roadside Clear Zone
Clear zones shall be provided won all streets and afe te shall be p rovided in accordance with the
requirements stipulated within AASHT0 "Roadside Design Guide ". Sufficient right -of -way or
easements shall be granted to the Town for all clear zones.
If it is infeasible to provide this clear- zone, a suitable traffic barrier as defined in
the AASHTO publication "Roadside Design Guide ", shall be provided.
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6.6 Roadside Vehicle Barriers
Determination of warrants for the installation of roadside vehicle barriers (barriers) shall be in
accordance with AASHTO's "Roadside Design Guide. Barriers shall be installed in accordance
with current ADOT Standard Specifications and Drawings.
Obstructions may also require barriers to provide for motorist safety. Refer to AASHTO's "A
Policy on Geometric Design of Highways and Streets" and "Roadside Design Guide ", for
definitions of obstructions and applications of barriers.
6.7 Pedestrian Barricade Railing
Barricade railing shall be installed for protection of pedestrians whenever slopes are steeper than
three -to -one (3: 1) within three {}feet of the sidewalk ands the embankment height is three {�}
feet or greater. The Town Engineer may determine whether the elevation differences between the
sidewalk and nearby terrain warrant pedestrian barricade railing or if other special circumstances
may also warrant the installation of barricade railing. Barricade railing shall be required on the
sheer /vertical side of all scuppers abutting pedestrian walkwav areas where the vertical step is
greater than six inches in vertical distance
6.8 Roadside Ditches
Roadside ditches shall not be constructed within the shoulder area. Ditches constructed within the
clear- zone (outside the shoulder) shall be in accordance with AASHTO's "Roadside Design
Guide" and' —' icy Policy on Geometric Design � u; ��,� V LI& J L of Highways and Streets" in addition to
_ - - --
applicable Chapters Af * herein.
6.9 Cut and Fill Slopes
All cut and fill slopes shall be constructed in accordance with the Marana Land Development Code
Grading Standards and AASHTO, and shall be either revegetated or stabilized as follows:
1. Cut or fill slopes three -to -one (3: 1) (horizontal: vertical) or flatter, shall at a minimum
be revegetated or use other suitable ground cover as determined by the Town En gineer . _
2. Cut or fill slopes two -to -one (2:1) or flatter, but steeper than three -to -one (3:1) shall be
rock rip - rapped with filter fabric installed beneath the rock per PAG Standard
Specifications
3. Cut or fill slopes steeper than two -to -one (2:1) shall have grouted rip -rap, mechanically
stabilized earth retaining measures, concrete, shot - crete, or retaining walls as appropriate.
4. Alternative methods of stabilization may be allowed if certified Q a registered
geotechnical engineer, subject to approval by the Town Engineer.
5. Terracing may be constructed in accordance with the Marana Land Development
Code Grading Standards.
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6.10 Landscaping in the Public Right -of -Way
1. Bufferyards where required by the Marana Land Development Code may be allowed in
public right(s) -of -way. fir X 5 ; LIXX ^FAX ^N i s
. The Town Engineer and Planning Director will consider project safety, future
expansion of the roadway, drainage concerns, adjoining land uses, and other criteria on a
case -by -case basis during the review process. T r If a landscape bufferyard is
requested within the Town , ' right(sl -of- -way,
the developer and /or desi en gineer shall obtain anDroval from the Town Engineer irior
to design approval and acceptance. If approved, a landscape bufferyard shall be subject to
the following conditions :
a)_ Not more than 50} percent of the required bufferyard
F LL JL
width may be
allowed +'R-the public rights -of -way, except along major routes having a
designated buffer;
b4_ The location and size of landscape elements shall be in conformance with standards
available from the Town Engineer and Planning Director and are subject to the
Town Engineer's and Planning Director's approval;
c4_ The installation and maintenance of landscaping in the public right(s) -of -way shall
be accomplished by the developer, owner or private association as agreed to in the
approved, recorded covenants, conditions and restrictions. Assurances
and insurance policies, in a form acceptable to the Town, shall be required
for all landscaping constructed +nwithin the public rightLs -of -way;
d)_ A perpetual License Agreement shall be required for landscaping, ' ,
rye =.Uffli items within the public
rights) -of - -way
e4_ Turf landscaping shall not be permitted within the right -of -way, nor shall it be
permitted to drain onto pedestrian ways or pavement.-; and
f. All trees installed within six feet of the edge of a street shoulder or curb shall be
planted with a root barrier /well extending a minimum of three feet below the ton of
grade as shown in the Town of Marana standard details.
9. Irrigation lines larger than 3 /4" diameter shall be placed as far as lracticable from the
street shoulder or curb. When placed within a curbway, irrigation lines are to be
laced close to the sidewalk. When placed within a median, irrigation lines are to
be placed in the center of the median.
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7.0 SUPPLEMENTAL ELEMENTS
7.1 Turning Lanes
Pavement widening for turning movements onto arterial and collector streets may be required by
the Town Engineer. Turning lanes shall be a minimum of twelve feet in width.- but may be wider
as required by the Town Engineer. Pavement tapers required for any T ° roadway
improvements, herein, shall be designed in conformance with Pima County's "Roadway Design
Manual ", and as determined ' by the Town En gineer . _
8.0 UTILITIES
The main lines of electric, gas, water, telephone and communications, sanitary sewer, and drainage
facilities shall be located as shown in the . Town of Marana Standard Details. Alternate
locations may be used with the written permission of the affected utility and the Town Engineer.
Utility companies franchised to operate in Town of Marana rightLs -of -way for electric, telephone,
and communications may be permitted under the terms of adopted franchise agreements. Utility
easements are required where applicable and shall allow for public access.
With the exception of minor service extensions to individual parcels, all longitudinal utility
facilities between service points to individual parcels shall be located within street right -of -way.
Strip easements may be provided along streets in lieu of right -of -way 4-for utility purposes,
and for other uses compatible with utility needs (subject to utility company approval). Access
between the street and the private property shall not be denied, unless unsafe conditions will occur.
All sanitary sewer facilities shall be provided in accordance with the current Pima County
FN
Resaional Wastewater Reclamation Department's (RWRD) or Marana design standards,
specifications, and details.
All services shall be provided or stubbed out into existing or planned parcels with all new street
construction to avoid the need to remove and replace new pavement within the eve { year
pavement cut moratorium- Per Town Code 12 -7 -91. Sewer connection stub -outs are to extend a
minimum Hof ten feet beyond the rights -of -way, while other service connection
stub -outs are to extend a minimum of �e- {20
4f:1 feet beyond the right -of -way.
Service extensions (sewer and water) shall be backfilled and compacted (within the curbway and
sidewalk area) to a minimum of 95 percent of the maximum density at
optimum moisture.- (p Arizona Modified Test Method 225a). All utilities are to be installed in
accordance with applicable utility company standards, or the Pima Association of
Government's "Standard Specifications and details for Public Improvements ", whichever is more
restrictive. All utilities installed beneath the pavement or curb and gutter shall be backfilled and
compacted to a minimum of 95 percent of the maximum density at optimum
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Marana Regular Council Meeting 06/21/2016 Page 261 of 298
moisture in accordance with the approved Grading and Paving Plans and Arizona Modified Test
Method 225a
9.0 DRAINAGE
9.1 Street Drainage
Street drainage shall not exceed X50) cubic feet per second (cfs) from the base flood
without authorization by the Town En i neer and in no case shall street flows exceed 0
� 100) cfs at the confluence point exiting the roadway. The runoff from a x-(10) = year storm must
be contained between the street curbs. The e LundrP based flood (100)- storm discharge
must be contained within the rightLs -of -way.
Outlet structures for private retention/detention facilities, or other private drainage systems, shall
not be permitted to discharge into the public rightLs -of -way.- without authorization by the Town
Ensaineer. Should the outlet be allowed, outlet protection and energy dissip will be required
as directed.
Offsite drainage flows are not allowed to be accepted into and carried by the street drainage
system.
9.2 Storm Drain Design
All catch basins with curb inlets shall have formed concrete gutters. The minimum diameter of a
storm drain is 24" for mains and 18" for laterals connecting a single catch basin. !�� I i2ittpa
All storm drain pipes and culverts installed in public rights) -of -way shall be made of reinforced
concrete (pipes and /or boxes).
Longitudinal slotted drain is permitted in conjunction with curb and gutter. Transverse installation
of slotted drain is . prohibited.
The energy grade = line of a storm drain shall be below finished grade of the associated roadway
gutterline.
9.3 Erosion Control Cut -off Walls
Required erosion control cut -off wall depths shall be designed one (}foot deeper than the scour
depth as determined by the use of the approved local scour equations.- and as reauired in the
approved Drainage Rebort. However, in no case shall cut -off walls be less than three
feet in depth. Sliding and overturning moments shall be analyzed for cut -off wall
protected dip sections on all- weather access streets. Cut -off walls shall be placed a minimum of
four {4}feet out from the upstream roadway edge of pavement line, and to the edge of the shoulder
downstream. Cut -off walls shall extend a minimum of five feet beyond each side of the calculated
drainage opening and scour limits parallel to the roadway as determined by the approved local
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scour equations and the approved drainage report. The pavement shall be widened to the upstream
and downstream "s cut -off walls.
9.4 Curb Openings
Drainage conveyed within the street while being delivered to channels or outlets may be disposed
of through depressed curb openings no greater than ten feet in length unless +'Ift
^ approved by the Town Eng ineer, These openings shall be fitted with outlet aprons.
When stof �T
�'' atef stormwater runoff is crossing a pedestrian scuppers shall be used.
= = , Should the hydraulic design require greater conveyance than can be provided by such an opening,
some other structure must be used-. as approved by the Town Engineer, Roadway curb openings
and drainage inlets shall be fitted with appropriate barricades as necessary, and the
pavement -to -inlet grade shall not be less than two percent.
At locations where runoff leaves the roadway, physical means of earth stabilization or pavement
protection must not interfere with clear zone requirements, and must be traversable by errant
vehicles without risk of damage to those vehicles.
z 00 D A T TF1A ��1�TT Tl� C T 10.0 Pavement Design NJ. %J
1. These pavement design standards apply to all local street improvement projects designed
as a part of development. Each development that involves street construction shall submit
for approval a Pavement Design Report containing the following information for each
street: a tabulation of results of soil subgrade tests; projected _ ^_nT'LY ,
; '_U � %?-LNa ADTs
construction traffic; equivalent single axle loads (ESAL) used, ' and construction
traffic); structural numbers (SN); and pavement thickness for each street. A AL V e efit
. A minimum 20 )-_year pavement design life is required. T. LLL%eal t%IAVxVT t, 3ji T
The 20 - year design life is to be computed beginning in the build -out year. The
build -out year is defined as that year when all homes /buildings are projected to be
completed within the proposed development. Estimated construction traffic through
build -out must be considered.
2. The following ESALs based on the 20 )- projected ADT, will be
accepted for pavement design:
TABLE 5
20 -Year ADT
ESAL
<500
4000
500 -1,000
7000
1,000 -1,500
10000
1,500 -2,500
15000
When the projected 20+- ADT exceeds , 2500, or
when the engineer desires to calculate his /her own i
ESALs complete calculations,
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Marana Regular Council Meeting 06/21/2016 Page 263 of 298
including a breakdown of the traffic by vehicle type, shall be included in the Pavement
Design Report. The ESAL calculations shall be based on the twent {20)-_ year design
period and the following ESAL factors originally from City of Tucson pavement active
practice guidelines):
TABLE 6
Vehicle Type
Symbol
ESAL Factor
Passenger Car
P
OW 0 0 8.0.0008
Bus
BUS
%819H
Single Truck
LT
9��0.0120
Single Truck (Dual rear or 3 axle)
MT
X380.4000
Tractor - Trailer
TS
�SH9 1.8690
Truck- Tandem Trailer
TT
X 21250
Tractor - Tandem Trailer
TST
X94 2.9880
Refer to: "Materials - Preliminary Engineering and Design Manual ", ADOT and "Guide
for Design of Pavement Structures ", AASHTO for information pertaining to the
requirements herein.
3. Subgrade sampling and testing for roadways shall be accomplished in accordance with
standard ADOT procedures and the results tabulated in the Pavement Design Report. Soil
support values shall be calculated in accordance with ADOT's "Materials Preliminary
Engineering and Design Manual" and the selection of a design soil support value shall be
fully documented in the Pavement Design Report.
4. Weighted structural numbers shall be calculated using the design soil support value, the
appropriate ESAL, and a regional factor of 1.7. The minimum weighted structural number
is to be 1.75. A minimum terminal serviceability index of 2.0 (ADOT) is acceptable
for design of local streets.
5. Pavement thicknesses shall be calculated in accordance with the design equations in the
ADOT manual. The layer coefficient for asphaltic concrete shall be �� ea ArNm *h%e/
A T,nT ,-, XL4IXX ar 0.44. The layer coefficient for aggregate base course ' . shall be 0.11.
.L.]LJL-.O N-11 -L Minimum thicknesses are to be as follows (or g reater as determined by
p avement design re
TABLE 7
Roadway ES4.LAX.Ii ' Iype
AC
ABC
Local
-23.0 "PAG2
44.0"
_ �� I 50 Local
1-53.0 "PAG2
46.0"
Collector
_ Commercial /Industrial
X2.0 "PAG2over
X6.0"
Collector
4 "PAG 1
6. c' is Sub -base material shall be engineered to the specifications required by
Pima County/City of Tucson "Standard S�ecications for Public Improvements "and /or
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Marana Regular Council Meeting 06/21/2016 Page 264 of 298
the Pima Association of Governments Standard Specifications, and should be of
significantly p hi her quality than native soil. Sub -base may not be used as
part of the pavement section when the subgrade soil has an R -value of tLirtu 30) or greater.
In addition, when sub -base material is used, the thickness of the sub -base
may not be more than one -and -a half (1.5) times the combined thickness of the asphalt and
aggregate base courses. The layer coefficient for material, which meets minimum Town of
Marana standards for subbase, is 0.05. If better quality material is used, a larger
layer coefficient may be used in accordance with the ADOT manual.
7. When existing streets are widened, the new pavement section shall either match the
existing pavement section or meet minimum thicknesses as required in paragraph 5 above,
whichever is greater. Upon completion of a pavement widening, the complete roadway
cross section may be required to receive a rubberized stress absorbing membrane chip seal
eeat of, asphaltic - concrete overlay, or a combination of treatments thereof, at the
discretion of the Town Engineer, for the entire length of the pavement widening.
Appropriate pavement markings and traffic control signage will be required with the seal
coat /overlay application.
8. When streets are designed which may ultimately connect to future developments,
pavement design shall accommodate future wheel loads, including construction traffic, to
account for use of the roadway as a haul -road.
9. Subseauent to subdivision buildout (but no later than 2 vears after pavinQ), the developer
shall perform a pavement surface seal of the subdivision streets and any offsite roads
improved as a part of the subdivision development. Local streets are to be sealed with a
high density mineral bond or approved equal. Roadways that are classified as collectors
and above are to be sealed with Tire Rubber Modified Surface Seal or approved equal. At
the time of subdivision closeout and acceptance of streets, the developer shall either post an
assurance in a form acceptable to the Town or pay an in lieu fee to secure such work.
11.0 TRAFFIC CONTROL SIGNAGE AND PAVEMENT MARKINGS
1. All traffic control signage and pavement markings within new subdivisions shall be posted
and installed in accordance with the Manual on Uniform Traffic Control Devices
( 1`liLatest Edition) Town of Marana standard details and notes, and the latest
edition of the Pima County /City of Tucson's "Pavement Marking Design Manual" and
"Signing Manual" (latest editions). as appropriate and as approved by the Town
Engineer. A signage and /or striping plan shall be submitted � ° T ^�t „�'r r °� Ti°
as part of any roadway improvement plan
2. All temporary ends of road shall be posted with post barricades or end of road marker
as approved by the Town En i neer If
grading has occurred in the alignment beyond the end of road, at least two permanent
Type 3 barricades as described within the FHWA's "Manual on Uniform Traffic Control
Devices" shall be added to the roadway end, with a minimum of two
Type 4 End of Roadway object markers (OM4- 1 The object markers shall be mounted on
-24-
Marana Regular Council Meeting 06/21/2016 Page 265 of 298
each Type 3 barricade. A warning sign (W14- and a specialty warning sign stating,
"Future Roadway Extension" with a minimum size of 24" x 24" shall be installed at the
temporary end of roadway.
3. Upon review of traffic operational conditions and within the one year
warranty eriod, the Town Engineer may re uire additional signage or pavement
markings by the developer. Said additions shall be provided at no cost to the Town.
4. All private streets shall be posted "NOT A TOWN MAINTAINED STREET - PRIVATE"
where they intersect public streets unless the private streets are p art of a g ated community
5. Pavement markings Lpa shall be extruded or ribbon dispensed thermoplastic
aint (pressure sensitive tape shall be used for legends and arrows) and meet the Pima
Association of Government's "Standard Specifications and details for Public
Improvements " Seal coated streets with pavement markings are to ee
n T,nrr LY ,a have two {}applications, one of temporary p aint, the other of
thermoplastic paint
6. Street name signs shall be diamond rg ade reflective, shall state the direction of the street,
and shall
comply with FHWA's "Manual on Uniform Traffic Control
Devices" and Town standard details
12.0 NEIGHBORHOOD TRAFFIC MANAGEMENT
Traffic calming measures consist of traffic control devices and physical elements constructed in
the roadway that control access to neighborhoods, change travel patterns or regulate the flow of
traffic through a neighborhood. ,
Pt AjC_°rc7 d �rt°rcr N ll�L�� CrrG7T
The need for traffic calming measures should be considered when addressing the potential for
cut - through traffic in a new subdivision. If it appears that the volume of cut - through traffic may be
significant, �i ��The Town should be consulted with prior to des' nin traffic
calming measures on the impacted streets.
The traffic calming measures
i :H this % % " mom a t a a* °r d.* °.can include siDeed hums, traffic circles, chicanes, oval
medians and other measures as approved by the Town Eng ineer.
13.0 DESIGN EXCEPTIONS
It is recognized that land is unique, and there may be alternative design solutions to those
mandated by these standards that will satisfy AASHTO, Fire Code, and other standards.
-25-
Marana Regular Council Meeting 06/21/2016 Page 266 of 298
In the event an engineer wishes to employ alternative standards, a design exception report may be
submitted to the Town to substantiate the proposal. As required, the design exception report must,
at a minimum, provide:
• The section of these standards from which relief is desired;
• The supporting standards for the proposed alternative;
• An approval letter from the Fir° n; *rilocal fire district
• Approvals from any affected utilities; and
• Other justification, as deemed appropriate by the Town
JL-1F %w� V %w� JL %-.I -JLJLJL%w�.JLJL L, �,-/ %-.I %-f.L %A�XXX" L, %-.I X � L, %-.I � V41 LLJL%e-w1.:JrL AVxV "A. A"4 "A.:JnLJL%d.1& lkea%PaLsy (if The design
exception report must be sealed by an engineer registered in the state of Arizona and will be
reviewed by the c �'� �' T' ^N Town Engineer, 42]A:n:ni:nq DirpaptAr A:nd AtLparq AQ dpap-=Paid
^ X. X %w � in consultation with the Planning Director.
The Town Engineer may grant or denv the design exception. If the applicant wishes to appeal the
decision of the Town En gi neer , the decision will be forwarded to the l i :na C-C %j i ^N At *
next reasonably available ,
planning commission meeting. The �lannin commission will decide whether to
uphold or overturn the Town Engineer's denial of the design exception.
14.0 DEFINITIONS AND ACRONYMS
AASHTO: The American Association of State Highway and Transportation Officials.
ADOT: Arizona Department of Transportation
AVERAGE DAILY TRAFFIC (ADT): The volume of traffic .on a
street on a tvnical weekday.
ALL - WEATHER
.ACCESS: Access considered traversable by normal passenger vehicles, defined as a
p ermanent, durable material with adequate protection against scour and erosion and having a de pth
of water no more than 12 inches above the roadway surface during a Base Flood. Asphalt,
Concrete, and traffic rated pavers are considered durable surfaces. All other surfaces must be
approved by the Town Engineer. See also the Floodplain and Erosion Hazard Management Code,
Chapter 17 -15 of the Town Code.
BUILDING SETBACK: Thetriaht Ls minimum distance from a point on etr 40VT i L LL L +r ° °+
a property line to the closest point of any building-stfu-e.
-26-
Marana Regular Council Meeting 06/21/2016 Page 267 of 298
CC & R Rs : An acronym for Covenants, Conditions and Restrictions.
COLLECTOR STREET: A street designed to distribute traffic between local streets and arterial
streets. See PCDOT's "Roadway Design Manual" for further discussion.
CROWN: A cross -slope of difference in elevation between the high point of a street and the gutter
line, adjacent to the pavement edge, for any given cross section. Crown is normally expressed as a
percentage.
CURB CUT: A depressed segment of a vertical roadway curb.
CURB RETURN: A curved segment of a curb used at each end of an opening in the roadway curb.
CURBWAY: The area between the back of curb and the roadway edge of the sidewalk.
DESIGN YEAR: The year during which the roadway improvements shall reach life expectancy
with normal maintenance, generally � {20� years.
DEVELOPER: The private party in whose interest engineering documents, plats and plans are
submitted for the purposes of review and regulation of private land development in the Town of
Marana.
DRIVEWAY: A point of vehicular access between a street and an abutting property.
ENGINEER: The design engineer or engineer of record.
FHWA: U.S. Doartment of Transbortation, Federal Highway Administration
FIRE APPARATUS ACCESS ROAD: Per the International Fire Code (IFC), a road that provides
re apparatus access B orn ay station to a facility, building or p ortion thereof. This is a ener al
term inclusive ofall other terms such as fire lane, public sheet, private sheet, p ar king lot lane and
access roadway Per Appendix D of the IFC, the fire a access road must have an asphalt.
concrete or other approved dr ivin z sur face capable of su the imposed load of ir
apparatus wei g hing at least 75.000 pounds.. For the p urposes of these street standards, all
roadways defined by these standards are considered fire apparatus access roads.
FRONTAGE ROAD: A local street or road auxiliary, located on the side of a collector or arterial
street, which provides service to abutting property and adjacent areas while controlling access.
FUNCTIONAL CLASSIFICATION: A way of distinguishing between street types by the
function each serves, such as freeway (limited access), arterial, collector, and local streets.
HOMEOWNERS' ASSOCIATION (HO& A legal entity established for the purpose of owning
and maintaining commonly held private real property.
-27-
Marana Regular Council Meeting 06/21/2016 Page 268 of 298
JOUFS,N !C:8 W.IOH; !!Cbvjoh!griadF e!Lp!ef t j hof e!hsbef t !u bddbo!cf !f ygboef e!Lp!b!gf sn bof od
jn gspvi o f odbdb!g✓uisf !yn f/
JOV\FSU; !! Ui f !ej gJ sf odF !j o!f rfMby po!cf uc f f o!u f ! rpx !qpJ odpd b!t uf f dboe! b!di p9e! ry' of
goof dyoh!u f !pvLf s!f ehf t !pdgM n f odpslhvuf sl#f t/
J JF; ! !Jot 0 Lv J ! pd Usbot aPaW Po! Fohi of f st
IVFV\ FMPGTFSV\(DF!)NPT*;!!g!hfofsaitfsn !eftdgcj oh! u f! pgfskxj oh! cpoejy pot! b!elvAf six jrrii
f yqf I f odF !x i j rfi!AW ry bz!!PdJ */!X i f sf !spbex bz!dpoel4 pot! bsf !9 Yf e-!
rfnnf ripdtf snjdF Wbsjf t !qsj n N re!x j u !\Aprmn f /
NPDBMTUSFFU Flu kxlqln N rnftf &4 t!bt!bddf tt!Lp!sf tj ef odf t!pslpd fslbcvujoh!
gspgf slJf t /
N B ID S !S P V UFT!C NB O; ! ! Ui f ! n pt dsf df od\Af st j po! pd u f ! Cbo -! bt ! bepqLf e!cz! u f ! N bzpsl boe!
Council. As of this nrintin_ the maior routes ])Ian is contained in the Town's General Plan as its
circulation element.
MINIMUM: The least quantity or amount allowable for a singular design condition, and may not
be an acceptable state in consideration of other aspects of project design.
MUTCD: Federal Highway Administration's "Manual on Uniform Traffic Control Devices"
NO- ACCESS EASEMENT: A strip of land across which vehicular traffic is prohibited, except
emergency and utility vehicles. No- access easements, unless specifically overridden by plat
conditions, also prohibit access such as driveways, sidewalks, paths, and ag tes•
OFF - STREET PARKING: Any space provided for vehicular parking not within the street
right -of -way.
ON- STREET PARKING: The parking lane adjacent to travel lanes in a traveled roadway.
ONE -WAY STREET: A street that has only one legal direction of travel.
PAG: Pima Association of Governments
PC /COT: Pima County /City of Tucson
PCDOT: Pima County Department of Trans ])ortation
TOWN: Town of Marana, a political subdivision of the State of Arizona.
TOWN ENGINEER: ,
� t n _.; � u °� T;�e tattttes.An officer of Town created by the Marana Town Code.
The Town Engineer has the powers and duties set forth by state law as well as town ordinance r
-28-
Marana Regular Council Meeting 06/21/2016 Page 269 of 298
resolution, order or directive. Notwithstanding the above, the Town Engineer has charge of the
Town streets and public works and performs those duties as may be required by law and any other
duties as the Town manager may deem necessary. The Town Engineer may delegate duties to
other responsible staff.
15.0 REFERENCES
1. "A Policy on Geometric Design of Highways and Streets ", American Association of
State Highway and Transportation Officials (AASHTO).
2. "Roadside Design Guide ", AASHTO.
3. "Manual on Uniform Traffic Control Devices ", United States Department of
Transportation, Federal Highways Administration, (FHWA).
4. "Guide for Design of Pavement Structures ", AASHTO.
5. "Guidelines for Geometric Design o VeU Low - Volume Local Roads
(ADT -. <400) "l
AASHTO.
6. "Highway Capacity Manual ", Transportation Research Board, (TRB).
7. "Trip Generation ", Institute of Transportation Engineers (ITE)
8. "Trip Generation Handbook ", ITE.
9. "Traffic Engineering Manual of Approved Signs ", Arizona Department of Transportation
(ADOT).
10. "Materials - Preliminary Engineering and Design Manual ", ADOT.
11. "Traffic Impact Analysis for Proposed Developments ", ADOT; or as
superseded by the
Town of Marana.
12. "Bridge Design and Detailing Manual ", ADOT.
13. "Construction Standards Construction, Bridge, Signing and Marking ", ADOT.
14. "Construction Standard Drawings ", ADOT.
15. "Signing and Marking Standard Drawings ", ADOT.
16. "Pima County Roadway Design Manual ", and applicable references therein, Pima County
Department of Transportation & Flood Control District, (PCDOT & FCD).
17. "Standard Specifications for Public Improvements ", Pima County /City of Tucson,
(PC /COT).
18. "Standard Details for Public Improvements ", PC /COT.
19. "Pavement Marking Design Manual ", PC /COT.
20. "Traffic Signing Manual ", PC /DOT.
21. "Drainage and Channel Design Standards for Local Drainage for Floodplain
Management within Pima County, Arizona ", PCDOT & FCD.
22. "Stormdrain Design Guidelines and Standard Plans ", Pima County Department of
Transportation ( PCDOT SE, & Pima County Flood Control District (FCD)
23. "Manual of Engineering Standards and Procedures ", Pima County Wastewater
Management Department (PCWMD).
24. "Standard Specifications and Details ", City of Tucson Water Department, (COTWD).
25. e "Procedures for Prevaration of Transportation Impact Studies ". Town of Marana
26. The Town of Marana Neighborhood Traffic Management Program Manual (proposed)
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Marana Regular Council Meeting 06/21/2016 Page 270 of 298
27. Marana Standard Details
28. Pima Association of Government's "Standard Specifications and Details for Public
Improvements"
All references refer to the latest edition unless otherwise noted
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Marana Regular Council Meeting 06/21/2016 Page 271 of 298
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9
7
i 10 T(3S_.T 1; -
Council - Regular Meeting
Meeting Date: 06/21/2016
To: Mayor and Council
From: John Kmiec, Utilities Director
Date: June 21, 2016
Strategic Plan Focus Area:
Community
Subject: Resolution No. 2016 -068: Relating to Utilities; adopting the Marana Water
Reclamation Facility Master Plan (John Kmiec)
Discussion:
A5
Marana Town Code section 14 -2 -1 provides for Council adoption of comprehensive utility system
master plans. During 2015 and 2016, the Marana Water Department contracted the services of
Carollo Engineering to help develop a comprehensive Master Plan for the Marana Water
Reclamation Facility at Luckett Road. The preliminary results of the Master plan identified that a
new treatment approach to increase capacity for future growth was necessary.
In March 2016, staff presented the initial findings of the master plan process to council. On
March 8, 2016, the water director presented to council the results and the identified four potential
directions that Town may go to increase the capacity of the treatment facility. The recommended
approach was to increase capacity from 500,000 gallons per day to 1.5 million gallons per day.
This would be done with a more efficient process of conventional activated sludge treatment.
Two 750,000 gallon per day treatment trains would be constructed for the biological treatment of
the waste. In addition to the treatment process, a sludge dewatering facility would also be part of
the next phase of expansion. The sludge dewatering process will allow the water reclamation
facility to create a solid product that can be landfilled locally, thus significantly reducing the
overall facility's operational costs.
Staff will provide the completed final Marana Water Reclamation Facility Master Plan to council
for adoption. Staff will continue to move forward with design services and the construction
manager at risk (CMAR) procurement process. Final design and construction of the new facility
is expected to take two years.
Marana Regular Council Meeting 06/21/2016 Page 274 of 298
Staff Recommendation:
Staff recommends adoption of Resolution 2016 -068, adopting the 2016 Marana Water
Reclamation Facility Master Plan.
Suggested Motion:
I move to adopt Resolution 2016 -068; adopting the Marana Water Reclamation Facility Master
Plan; and directing staff to continue with design and construction services necessary to complete
the phased expansion of the Marana Water Reclamation Facility.
Attachments
Resolution No. 2016 -068
Marana Regular Council Meeting 06/21/2016 Page 275 of 298
MARANA RESOLUTION NO. 2016-068
RELATING TO UTILITIES; ADOPTING THE MARANA WATER RECLAMATION
FACILITY MASTER PLAN
WHEREAS Marana Town Code section 14 -2 -1 provides for Council adoption of
comprehensive utility system master plans; and
WHEREAS the Marana Water Department has contracted the services of Carollo
Engineering to help develop a comprehensive Master Plan for the Marana Water Reclamation
Facility at Luckett Road; and
WHEREAS the preliminary results of the Master Plan identified the need for a new
treatment approach to increase capacity for future growth; and
WHEREAS Town staff presented the initial findings of the master plan process to the
Council in March 2016, identified four potential directions to increase the capacity of the
treatment facility, and recommended increasing capacity of the treatment facility from 500,000
gallons per day to 1.5 million gallons per day; and
WHEREAS the completed final Marana Water Reclamation Facility Master Plan was
presented to Council at tonight's meeting for consideration and adoption; and
WHEREAS the Mayor and Council of the Town of Marana find that this resolution is in
the best interests of the Town of Marana and its citizens.
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE
TOWN OF MARANA, as follows:
SECTION 1. The Marana Water Reclamation Facility Master Plan presented today is
hereby adopted.
SECTION 2. The Town Clerk shall retain an official copy of the Marana Water
Reclamation Facility Master Plan as a permanent record of the Town.
SECTION 3. The Town's Manager and staff are hereby authorized and directed to
continue with design and construction services necessary to complete the phased expansion of
the Marana Water Reclamation Facility in accordance with the adopted Marana Water
Reclamation Facility Master Plan.
00047114.DOCX /1
Marana Resolution No. 2016 -068 - 1 - 6/14/2016 5:36 PM FJC
Marana Regular Council Meeting 06/21/2016 Page 276 of 298
PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona,
this 21 st day of June, 2016.
ATTEST:
Jocelyn C. Bronson, Town Clerk
Mayor Ed Honea
APPROVED AS TO FORM:
Frank Cassidy, Town Attorney
00047114.DOCX /1
Marana Resolution No. 2016 -068 -2- 6/14/2016 5:36 PM FJC
Marana Regular Council Meeting 06/21/2016 Page 277 of 298
W f '
7
i 10 T(3S_.T 1; -
Council - Regular Meeting A6
Meeting Date: 06/21/2016
To: Mayor and Council
From: Erik Montague, Finance Director
Date: June 21, 2016
Strategic Plan Focus Area:
Community
Subject: PUBLIC HEARING: Resolution No. GFCFD 2016 -02 [Marana Town Council acting
as the Gladden Farms Community Facilities District Board of Directors] : A Resolution
of the District Board of the Gladden Farms Community Facilities District, Pima
County, Arizona, approving the final budget for the Gladden Farms
Community Facilities District for the fiscal year beginning July 1, 2016 and ending
June 30, 2017 (Erik Montague)
Discussion:
On May 17, 2016 the Board of Directors adopted a tentative budget for Gladden Farms
Community Facilities District (GFCFD). The tentative and final budget include an ad valorem
tax levy of $2.80 per one hundred ($100) of assessed valuation.
After conducting a public hearing, the District Board is being asked to adopt Resolution GFCFD
2016 -02, adopting the final budget and establishing an ad valorem tax levy of $2.80 per one
hundred ($100) of assessed valuation for fiscal year 2016 -2017.
Financial Impact:
Fiscal Year: 2017
Budgeted Y/N: Y
Amount: $2,248,144
Establishment of the final budget for fiscal year 2016 -2017.
Staff Recommendation:
Marana Regular Council Meeting 06/21/2016 Page 278 of 298
Staff recommends adoption of Resolution GFCFD 2016 -02, adopting the final budget for fiscal
year 2016 -2017.
Suggested Motion:
I move to adopt Resolution GFCFD 2016 -02, adopting the final budget for the Gladden Farms
Community Facilities District for fiscal year 2016 -2017.
Attachments
Gladden Farms CFD Final Budget Resolution
Gladden Farms CFD 2016 -2017 Final Budget
Gladden Farms CFD Published Notice
Marana Regular Council Meeting 06/21/2016 Page 279 of 298
RESOLUTION NO. GFCFD 2016 -02
A RESOLUTION OF THE DISTRICT BOARD OF THE GLADDEN FARMS COMMUNITY
FACILITIES DISTRICT, PIMA COUNTY, ARIZONA, APPROVING THE FINAL BUDGET
BY THE GLADDEN FARMS COMMUNITY FACILITIES DISTRICT BOARD FOR THE
FISCAL YEAR BEGINNING JULY 1 2016 AND ENDING JUNE 30, 2017.
WHEREAS, in accordance with Title 48, Section 716, Arizona Revised Statutes, and following
public notice, the Board met on May 17, 2016 at which meeting any taxpayer in the District was
privileged to appear and be heard in favor of or against any of the proposed expenditures or tax
levies; and
WHEREAS, it appears that publication has been duly made, as required by law, of said proposed
budget together with a notice that the District Board would meet on June 21, 2016, at or after
7:00 P.M., in the council chambers of the Town of Marana Civic Center, 11555 W. Civic Center
Drive, Marana, Arizona, for the purpose of making tax levies as set forth in said estimates; and
NOW THEREFORE, BE IT RESOLVED that the Gladden Farms Community Facilities District
budget in the amount of $2,248,144 is hereby adopted as the budget of the Gladden Farms
Community Facilities District, Pima County, Arizona for the fiscal year 2016 -2017.
PASSED AND ADOPTED by the District Board of Gladden Farms Community Facilities
District, Pima County, Arizona, this 21" day of June, 2016.
Ed Honea, District Chairman
ATTEST:
Jocelyn C. Bronson, District Clerk
APPROVED AS TO FORM:
Frank Cassidy, District Counsel
Attachment: Statements & Schedules
Marana Regular Council Meeting 06/21/2016 Page 280 of 298
GLADDEN FARMS COMMUNITY FACILITIES DISTRICT (GFCFD)
FINAL BUDGET AND SUMMARY SCHEDULE
OF ESTIMATED REVENUES AND EXPENDITURES
FISCAL YEAR 2016 -17
Marana Regular Council Meeting 06/21/2016 Page 281 of 298
FY 2016
FY 2016
FY 2016
Adopted
Amended
Estimated
FY 2017
REVENUES
Budget
Budget
Acutal
Budget
Property Tax - General (Operating)
$ 51
$ 51
$ 47
$ 54
Property Tax- Secondary (Debt Service)
426
426
417
452
Developer Contributions
275
275
297
264
Total Revenues
752
752
762
771
EXPENDITURES
CFD Administration
5
5
3
5
Costs of Issuance
100
100
-
100
Accounting /Auditing
2
2
1
2
Public Notification Expenses
1
1
52
1
Consultant Services
15
15
4
15
Outside Legal Counsel
5
5
-
5
Debt Service
695
695
695
696
Trustee Fees
6
6
20
20
Capital Improvements Acquisition
900
900
-
900
Maintenance and Operation
149
149
-
452
Replacement Reserve
50
50
-
50
Total Expenditures
1
1
724
2
Excess (Deficiency) of Revenues
(1,177,000)
(1,177,000)
38
(1,477,000)
Over (Under) Expenditures
Other Financing Sources (Uses)
Bond Proceeds
1
1
-
1
Total Other Financing Sources
1
1 1 000 1 000
-
1
Excess (Deficiency) of Revenues and
(177,000)
(177,000)
38
(477,000)
Other Financing Sources Over (Under)
Expenditures and Other Financing Uses
BEGINNING FUND BALANCE
1
1
1
644
Marana Regular Council Meeting 06/21/2016 Page 281 of 298
GLADDEN FARMS COMMUNITY FACILITIES DISTRICT (GFCFD)
FINAL BUDGET AND SUMMARY SCHEDULE
OF ESTIMATED REVENUES AND EXPENDITURES
FISCAL YEAR 2016 -17
ENDING FUND BALANCE $ 1 $ 1 $ 1 $ 167
Marana Regular Council Meeting 06/21/2016 Page 282 of 298
GLADDEN FARMS COMMUNITY FACILITIES DISTRICT
NOTICE OF FILING STATEMENTS AND ESTIMATES
AND
NOTICE OF PUBLIC HEARING
NOTICE OF FILING STATEMENTS AND ESTIMATES OF THE OPERATION AND
MAINTENANCE EXPENSES OF THE GLADDEN FARMS COMMUNITY FACILITIES
DISTRICT, THE COSTS OF CAPITAL IMPROVEMENTS TO BE FINANCED BY THE AD
VALOREM TAX LEVY, AND THE AMOUNT OF ALL OTHER EXPENDITURES FOR
PUBLIC INFRASTRUCTURE AND ENHANCED MUNICIPAL SERVICES PROPOSED TO
BE PAID FROM THE TAX LEVY AND OF THE AMOUNT TO BE RAISED TO PAY
GENERAL OBLIGATION BONDS OF THE DISTRICT; AND NOTICE OF A PUBLIC
HEARING ON THE PROPOSED FISCAL YEAR 2016 -2017 BUDGET OF THE DISTRICT,
INCLUDING A HEARING ON THOSE PORTIONS OF THE STATEMENTS AND
ESTIMATES NOT RELATING TO DEBT SERVICE ON GENERAL OBLIGATION BONDS.
Notice is hereby given that statements and estimates have been filed in the Office of the District
Clerk of the Gladden Farms Community Facilities District of the operation and maintenance
expenses of the District, the costs of capital improvements to be financed by the voter - approved
ad valorem tax levy, and the amount of all other expenditures for public infrastructure and
enhanced municipal services proposed to be paid from the tax levy and of the amount to be
raised to pay general obligation bonds of the District, all of which shall be provided for by the
levy and collection of ad valorem taxes on the assessed value of all the real and personal
property in the District. Notice is further given of a public hearing on the proposed Fiscal Year
2016 -2017 budget of the District, including (but not limited to) a hearing on those portions of the
statements and estimates not relating to debt service on general obligation bonds, all pursuant to
Arizona Revised Statutes §§48-716 and 48 -723. Such hearing will be held by the District Board
on Tuesday, June 21, 2016, at or after 7:00 p.m. in the council chambers of the Town of Marana
Civic Center, 11555 W. Civic Center Drive, Marana, Arizona. Copies of the budget are
available from the Office of the District Treasurer, 11555 W. Civic Center Drive, Town of
Marana, Arizona 85653, telephone number: (520) 382 -1900.
Dated this 1 St day of June, 2016
/s/ Gilbert Davidson
.......... ...............................
District Manager
Gladden Farms Community Facilities District
Published: June 1 2016
Marana Regular Council Meeting 06/21/2016 Page 283 of 298
W f '
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i 10 T(3S_.T 1; -
Council - Regular Meeting A7
Meeting Date: 06/21/2016
To: Mayor and Council
From: Erik Montague, Finance Director
Date: June 21, 2016
Strategic Plan Focus Area:
Community
Subject: PUBLIC HEARING: Resolution No. GFCFD2 2016 -02: [Marana Town Council acting
as the Gladden Farms (Phase II) Community Facilities District Board of Directors]: A
Resolution of the District Board of the Gladden Farms (Phase II) Community Facilities
District, Pima County, Arizona, approving the final budget for the Gladden Farms
(Phase II) Community Facilities District for the fiscal year beginning July 1, 2016 and
ending June 30, 2017 (Erik Montague)
Discussion:
On May 17, 2016 the District Board adopted a tentative budget for Gladden Farms (Phase II)
Community Facilities District (GFCFD2).
The final budget will include an ad valorem tax levy of $0.30 per one hundred ($100) of assessed
valuation for operations and maintenance costs of the district for fiscal year 2016 -2017. After
conducting a public hearing, the District Board is being asked to adopt Resolution GFCFD2
2016 -02, adopting the final budget.
Financial Impact:
Fiscal Year:
2017
Budgeted Y/N:
Y
Amount:
$213
Establishment of the final budget for fiscal year 2016 -2017.
Staff Recommendation:
Marana Regular Council Meeting 06/21/2016 Page 284 of 298
Staff recommends adoption of Resolution GFCFD2 2016 -02, adopting the final budget for fiscal
year 2016 -2017.
Suggested Motion:
I move to adopt Resolution GFCFD2 2016 -02, adopting the final budget for the Gladden Farms
(Phase II) Community Facilities District for fiscal year 2016 -2017.
Attachments
Gladden Farms CFD (Phase II) Final Budget Resolution
Gladden Farms CFD (Phase II) 2016 -2017 Final Budget
Gladden Farms CFD (Phase II) Published Notice
Marana Regular Council Meeting 06/21/2016 Page 285 of 298
RESOLUTION NO. GFCFD2 2016 -02
A RESOLUTION OF THE DISTRICT BOARD OF THE GLADDEN FARMS (PHASE II)
COMMUNITY FACILITIES DISTRICT, PIMA COUNTY, ARIZONA, APPROVING THE
FINAL BUDGET BY THE GLADDEN FARMS (PHASE II) COMMUNITY FACILITIES
DISTRICT BOARD FOR THE FISCAL YEAR BEGINNING JULY 1 2016 AND ENDING
JUNE 3 0, 2017.
WHEREAS, in accordance with Title 48, Section 716, Arizona Revised Statutes, and following
public notice, the Board met on May 17, 2016 at which meeting any taxpayer in the District was
privileged to appear and be heard in favor of or against any of the proposed expenditures or tax
levies; and
WHEREAS, it appears that publication has been duly made, as required by law, of said proposed
budget together with a notice that the District Board would meet on June 21, 2016, at or after
7:00 P.M., in the council chambers of the Town of Marana Civic Center, 11555 W. Civic Center
Drive, Marana, Arizona, for the purpose of making tax levies as set forth in said estimates; and
NOW THEREFORE, BE IT RESOLVED that the Gladden Farms (Phase II) Community
Facilities District budget in the amount of $213 is hereby adopted as the budget of the Gladden
Farms Community Facilities District, Pima County, Arizona for the fiscal year 2016 -2017.
PASSED AND ADOPTED by the District Board of Gladden Farms Community Facilities
District, Pima County, Arizona, this 21" day of June, 2016.
Ed Honea, District Chairman
ATTEST:
Jocelyn C. Bronson, District Clerk
APPROVED AS TO FORM:
Frank Cassidy, District Counsel
Attachment: Statements & Schedules
Marana Regular Council Meeting 06/21/2016 Page 286 of 298
GLADDEN FARMS (Phase II) COMMUNITY FACILITIES DISTRICT (GFCFD2)
FINAL BUDGET AND SUMMARY SCHEDULE
OF ESTIMATED REVENUES AND EXPENDITURES
FISCAL YEAR 2016 -17
REVENUES
Property Tax - General (Operating)
Property Tax- Secondary (Debt Service)
Developer Contributions
Total Revenues
EXPENDITURES
CFD Administration
Costs of Issuance
Accounting /Auditing
Public Notification Expenses
Consultant Services
Outside Legal Counsel
Debt Service
Trustee Fees
Capital Improvements Acquisition
Maintenance and Operation
Replacement Reserve
Total Expenditures
Excess (Deficiency) of Revenues
Over (Under) Expenditures
Other Financing Sources (Uses)
Bond Proceeds
Total Other Financing Sources
Excess (Deficiency) of Revenues and
Other Financing Sources Over (Under)
Expenditures and Other Financing Uses
BEGINNING FUND BALANCE
ENDING FUND BALANCE
FY 2016 FY 2016 FY 2016
Adopted Amended Estimated FY 2017
Budget Budget Acutal Budget
$ 183 $ 183 $ 179 $ 172
52
52 50
52
61
61 -
61
213
213 100
213
(3 0)
(3 0) 79
(41)
(3 0) (3 0) 79 (41)
Marana Regular Council Meeting 06/21/2016 Page 287 of 298
GLADDEN FARMS (PHASE II) COMMUNITY FACILITIES DISTRICT
NOTICE OF FILING STATEMENTS AND ESTIMATES
AND
NOTICE OF PUBLIC HEARING
NOTICE OF FILING STATEMENTS AND ESTIMATES OF THE OPERATION AND
MAINTENANCE EXPENSES OF GLADDEN FARMS (PHASE II) COMMUNITY
FACILITIES DISTRICT, THE COSTS OF CAPITAL IMPROVEMENTS TO BE FINANCED
BY THE AD VALOREM TAX LEVY, AND THE AMOUNT OF ALL OTHER
EXPENDITURES FOR PUBLIC INFRASTRUCTURE AND ENHANCED MUNICIPAL
SERVICES PROPOSED TO BE PAID FROM THE TAX LEVY AND OF THE AMOUNT TO
BE RAISED TO PAY GENERAL OBLIGATION BONDS OF THE DISTRICT; AND
NOTICE OF A PUBLIC HEARING ON THE PROPOSED FISCAL YEAR 2016 -2017
BUDGET OF THE DISTRICT, INCLUDING A HEARING ON THOSE PORTIONS OF THE
STATEMENTS AND ESTIMATES NOT RELATING TO DEBT SERVICE ON GENERAL
OBLIGATION BONDS.
Notice is hereby given that statements and estimates have been filed in the Office of the District
Clerk of Gladden Farms (Phase II) Community Facilities District of the operation and
maintenance expenses of the District, the costs of capital improvements to be financed by the
voter - approved ad valorem tax levy, and the amount of all other expenditures for public
infrastructure and enhanced municipal services proposed to be paid from the tax levy and of the
amount to be raised to pay general obligation bonds of the District, all of which shall be provided
for by the levy and collection of ad valorem taxes on the assessed value of all the real and
personal property in the District. Notice is further given of a public hearing on the proposed
Fiscal Year 2016 -2017 budget of the District, including (but not limited to) a hearing on those
portions of the statements and estimates not relating to debt service on general obligation bonds,
all pursuant to Arizona Revised Statutes §§48-716 and 48 -723. Such hearing will be held by the
District Board on Tuesday, June 21, 2016, at or after 7:00 p.m. in the council chambers of the
Town of Marana Civic Center, 11555 W. Civic Center Drive, Marana, Arizona. Copies of the
budget are available from the Office of the District Treasurer, 11555 W. Civic Center Drive,
Town of Marana, Arizona 85653, telephone number: (520) 382 -1900.
Dated this 1 St day of June, 2016
/s/ Gilbert Davidson
.......... ...............................
District Manager
Gladden Farms (Phase II) Community Facilities District
Published: June 8 2016
Marana Regular Council Meeting 06/21/2016 Page 288 of 298
W f '
7
i 10 T(3S_.T 1; -
Council - Regular Meeting Ag
Meeting Date: 06/21/2016
To: Mayor and Council
From: Erik Montague, Finance Director
Date: June 21, 2016
Strategic Plan Focus Area:
Community
Subject: PUBLIC HEARING: Resolution No. SSCFD 2016 -02: [Marana Town Council acting
as the Saguaro Springs Community Facilities District Board of Directors]: A
Resolution of the District Board of the Saguaro Springs Community Facilities District,
Pima County, Arizona, approving the final budget for the Saguaro
Springs Community Facilities District for the fiscal year beginning July 1, 2016 and
ending June 30, 2017 (Erik Montague)
Discussion:
On May 17, 2016 the Board of Directors adopted a tentative budget for Saguaro Springs
Community Facilities District (SSCFD). The tentative and final budget include an ad valorem tax
levy of $0.30 per one hundred ($100) of assessed valuation.
After conducting a public hearing, the District Board is being asked to adopt Resolution SSCFD
2016 -02, adopting the final budget and establishing an ad valorem tax levy of $0.30 per one
hundred ($100) of assessed valuation for FY 2016 -2017 for operations and maintenance.
Financial Impact:
Fiscal Year: 2017
Budgeted Y/N: Y
Amount: $4,892,000
Establishment of the final budget for fiscal year 2016 -2017.
Staff Recommendation:
Marana Regular Council Meeting 06/21/2016 Page 289 of 298
Staff recommends adoption of Resolution SSCFD 2016 -02, adopting the final budget for fiscal
year 2016 -2017.
Suggested Motion:
I move to adopt Resolution SSCFD 2016 -02, adopting the final budget for the Saguaro Springs
Community Facilities District for fiscal year 2016 -2017.
Attachments
Saguaro Springs CFD Final Budget Resolution
Saguaro Springs CFD 2016 -2017 Final Budget
Saguaro Springs CFD Published Notice
Marana Regular Council Meeting 06/21/2016 Page 290 of 298
RESOLUTION NO. SSCFD 2016 -02
A RESOLUTION OF THE DISTRICT BOARD OF THE SAGUARO SPRINGS
COMMUNITY FACILITIES DISTRICT, PIMA COUNTY, ARIZONA, APPROVING THE
FINAL BUDGET BY THE SAGUARO SPRINGS COMMUNITY FACILITIES DISTRICT
BOARD FOR THE FISCAL YEAR BEGINNING JULY 1 2016 AND ENDING JUNE 30
2017.
WHEREAS, in accordance with Title 48, Section 716, Arizona Revised Statutes, and following
public notice, the Board met on May 17, 2016 at which meeting any taxpayer in the District was
privileged to appear and be heard in favor of or against any of the proposed expenditures or tax
levies; and
WHEREAS, it appears that publication has been duly made, as required by law, of said proposed
budget together with a notice that the District Board would meet on June 21, 2016, at or after
7:00 P.M., in the council chambers of the Town of Marana Civic Center, 11555 W. Civic Center
Drive, Marana, Arizona, for the purpose of making tax levies as set forth in said estimates; and
NOW THEREFORE, BE IT RESOLVED that the Saguaro Springs Community Facilities
District budget in the amount of $4,892,000 is hereby adopted as the budget of the Saguaro
Springs Community Facilities District, Pima County, Arizona for the fiscal year 2016 -2017.
PASSED AND ADOPTED by the District Board of Saguaro Springs Community Facilities
District, Pima County, Arizona, this 21" day of June, 2016.
Ed Honea, District Chairman
ATTEST:
Jocelyn C. Bronson, District Clerk
APPROVED AS TO FORM:
Frank Cassidy, District Counsel
Attachment: Statements & Schedules
Marana Regular Council Meeting 06/21/2016 Page 291 of 298
SAGUARO SPRINGS COMMUNITY FACILITIES DISTRICT (SSCFD)
FINAL BUDGET AND SUMMARY SCHEDULE OF ESTIMATED
REVENUES AND EXPENDITURES
FISCAL YEAR 2016 -17
REVENUES
Property Tax - General (Operating)
Property Tax- Secondary (Debt Service)
Developer Contributions
Total Revenues
EXPENDITURES
CFD Administration
Costs of Issuance
Accounting /Auditing
Public Notification Expenses
Consultant Services
Outside Legal Counsel
Debt Service
Trustee Fees
Capital Improvements Acquisition
Maintenance and Operation
Replacement Reserve
Total Expenditures
Excess (Deficiency) of Revenues
Over (Under) Expenditures
Other Financing Sources (Uses)
Bond Proceeds
Total Other Financing Sources
Excess (Deficiency) of Revenues and
Other Financing Sources Over (Under)
Expenditures and Other Financing Uses
BEGINNING FUND BALANCE
ENDING FUND BALANCE
FY 2016
FY 2016
FY 2016
Adopted
Amended
Estimated FY 2017
Budget
Budget
Acutal Budget
$ 7
$ 7
$ 7 $ 12
65
65
- -
318,135
318
- 384
v,vvv
450
v,vvv
450
� -1v � v,vvv
- 450
2
2
150 2
2
2
52 2
15
15,000
- 15,000
10,000
1000
- 1000
25000
25000
- 25000
2,500
2,500
- 2,500
4
400
- 400
50
5000
- 5000
(4,500 (4,500
4,500 4,500
4,500 4,500
6,225 (4,495
6,225
4,500,000
4,500,000
4,236
Marana Regular Council Meeting 06/21/2016 Page 292 of 298
SAGUARO SPRINGS COMMUNITY FACILITIES DISTRICT
NOTICE OF FILING STATEMENTS AND ESTIMATES
AND
NOTICE OF PUBLIC HEARING
NOTICE OF FILING STATEMENTS AND ESTIMATES OF THE OPERATION AND
MAINTENANCE EXPENSES OF SAGUARO SPRINGS COMMUNITY FACILITIES
DISTRICT, THE COSTS OF CAPITAL IMPROVEMENTS TO BE FINANCED BY THE AD
VALOREM TAX LEVY, AND THE AMOUNT OF ALL OTHER EXPENDITURES FOR
PUBLIC INFRASTRUCTURE AND ENHANCED MUNICIPAL SERVICES PROPOSED TO
BE PAID FROM THE TAX LEVY AND OF THE AMOUNT TO BE RAISED TO PAY
GENERAL OBLIGATION BONDS OF THE DISTRICT; AND NOTICE OF A PUBLIC
HEARING ON THE PROPOSED FISCAL YEAR 2016 -2017 BUDGET OF THE DISTRICT,
INCLUDING A HEARING ON THOSE PORTIONS OF THE STATEMENTS AND
ESTIMATES NOT RELATING TO DEBT SERVICE ON GENERAL OBLIGATION BONDS.
Notice is hereby given that statements and estimates have been filed in the Office of the District
Clerk of Saguaro Springs Community Facilities District of the operation and maintenance
expenses of the District, the costs of capital improvements to be financed by the voter - approved
ad valorem tax levy, and the amount of all other expenditures for public infrastructure and
enhanced municipal services proposed to be paid from the tax levy and of the amount to be
raised to pay general obligation bonds of the District, all of which shall be provided for by the
levy and collection of ad valorem taxes on the assessed value of all the real and personal
property in the District. Notice is further given of a public hearing on the proposed Fiscal Year
2016 -2017 budget of the District, including (but not limited to) a hearing on those portions of the
statements and estimates not relating to debt service on general obligation bonds, all pursuant to
Arizona Revised Statutes §§48-716 and 48 -723. Such hearing will be held by the District Board
on Tuesday, June 21, 2016, at or after 7:00 p.m. in the council chambers of the Town of Marana
Civic Center, 11555 W. Civic Center Drive, Marana, Arizona. Copies of the budget are
available from the Office of the District Treasurer, 11555 W. Civic Center Drive, Town of
Marana, Arizona 85653, telephone number: (520) 382 -1900.
Dated this 1 St day of June, 2016
/s/ Gilbert Davidson
.......... ...............................
District Manager
Saguaro Springs Community Facilities District
Published: June 8 2016
Marana Regular Council Meeting 06/21/2016 Page 293 of 298
W f '
7
i 10 T(3S_.T 1; -
Council - Regular Meeting A9
Meeting Date: 06/21/2016
To: Mayor and Council
From: Erik Montague, Finance Director
Date: June 21, 2016
Strategic Plan Focus Area:
Community
Subject: PUBLIC HEARING: Resolution No. VFCFD 2016 -02 [Marana Town Council acting
as the Vanderbilt Farms Community Facilities District Board of Directors] : A
Resolution of the District Board of the Vanderbilt Farms Community Facilities District,
Pima County, Arizona, approving the final budget for the Vanderbilt Farms Community
Facilities District for the fiscal year beginning July 1, 2016 and ending June 30, 2017
(Erik Montague)
Discussion:
On May 17, 2016, the Board of Directors adopted a tentative budget for Vanderbilt Farms
Community Facilities District (VFCFD). The tentative and final budget include an ad valorem tax
levy of $0.30 per one hundred ($100) of assessed valuation. The debt component $2.50 per $100
of assessed valuation will not be levied as no general obligation debt has been issued.
After conducting a public hearing, the District Board is being asked to adopt Resolution VFCFD
2016 -02, adopting the final budget and establishing an ad valorem tax levy of $0.30 per one
hundred ($100) of assessed valuation for fiscal year 2016 -2017.
Financial Impact:
Fiscal Year: 2017
Y
Amount: $32,194
Establishment of the final budget for fiscal year 2016 -2017.
Marana Regular Council Meeting 06/21/2016 Page 294 of 298
Staff Recommendation:
Staff recommends adoption of Resolution VFCFD 2016 -02, adopting the final budget for fiscal
year 2016 -2017.
Suggested Motion:
I move to adopt Resolution VFCFD No. 2016 -02, adopting the final budget for the Vanderbilt
Farms Community Facilities District for fiscal year 2016 -2017.
Attachments
Vanderbilt Farms CFD Final Budget Resolution
Vanderbilt Farms CFD 2016 -2017 Final Budget
Vanderbilt Farms CFD Published Notice
Marana Regular Council Meeting 06/21/2016 Page 295 of 298
RESOLUTION NO. VFCFD 2016 -02
A RESOLUTION OF THE DISTRICT BOARD OF THE VANDERBILT FARMS
COMMUNITY FACILITIES DISTRICT, PIMA COUNTY, ARIZONA, APPROVING THE
FINAL BUDGET BY THE VANDERBILT FARMS COMMUNITY FACILITIES DISTRICT
BOARD FOR THE FISCAL YEAR BEGINNING JULY 1 2016 AND ENDING JUNE 30
2017.
WHEREAS, in accordance with Title 48, Section 716, Arizona Revised Statutes, and following
public notice, the Board met on May 17, 2016 at which meeting any taxpayer in the District was
privileged to appear and be heard in favor of or against any of the proposed expenditures or tax
levies; and
WHEREAS, it appears that publication has been duly made, as required by law, of said proposed
budget together with a notice that the District Board would meet on June 21, 2016, at or after
7:00 P.M., in the council chambers of the Town of Marana Civic Center, 11555 W. Civic Center
Drive, Marana, Arizona, for the purpose of making tax levies as set forth in said estimates; and
NOW THEREFORE, BE IT RESOLVED that the Vanderbilt Farms Community Facilities
District budget in the amount of $32,194 is hereby adopted as the budget of the Vanderbilt Farms
Community Facilities District, Pima County, Arizona for the fiscal year 2016 -2017.
PASSED AND ADOPTED by the District Board of Vanderbilt Farms Community Facilities
District, Pima County, Arizona, this 21" day of June, 2016.
Ed Honea, District Chairman
ATTEST:
Jocelyn C. Bronson, District Clerk
APPROVED AS TO FORM:
Frank Cassidy, District Counsel
Attachment: Statements & Schedules
Marana Regular Council Meeting 06/21/2016 Page 296 of 298
VANDERBILT FARMS COMMUNITY FACILITIES DISTRICT (VFCFD)
FINAL BUDGET AND SUMMARY SCHEDULE OF ESTIMATED
REVENUES AND EXPENDITURES
FISCAL YEAR 2016 -17
REVENUES
Property Tax - General (Operating)
Property Tax- Secondary (Debt Service)
Developer Contributions
Total Revenues
EXPENDITURES
CFD Administration
Costs of Issuance
Accounting /Auditing
Public Notification Expenses
Consultant Services
Outside Legal Counsel
Debt Service
Trustee Fees
Capital Improvements Acquisition
Maintenance and Operation
Replacement Reserve
Total Expenditures
Excess (Deficiency) of Revenues
Over (Under) Expenditures
Other Financing Sources (Uses)
Bond Proceeds
Total Other Financing Sources
Excess (Deficiency) of Revenues and
Other Financing Sources Over (Under)
Expenditures and Other Financing Uses
BEGINNING FUND BALANCE
ENDING FUND BALANCE
FY 2016
FY 2016
FY 2016
50
Adopted
Amended
Estimated
FY 2017
Budget
Budget
Acutal
Budget
$ 2
$ 2
$ 2
$ 2
27
27
-
29
30
30
2
32
2
2
- 2
50
50
52 50
15
15
- 15
10
10
- 10
4 4 - 4
(2,339) (2,339) 2
(2,339) (2,339) 2
Marana Regular Council Meeting 06/21/2016 Page 297 of 298
VANDERBILT FARMS COMMUNITY FACILITIES DISTRICT
NOTICE OF FILING STATEMENTS AND ESTIMATES
AND
NOTICE OF PUBLIC HEARING
NOTICE OF FILING STATEMENTS AND ESTIMATES OF THE OPERATION AND
MAINTENANCE EXPENSES OF THE VANDERBILT FARMS COMMUNITY
FACILITIES DISTRICT, THE COSTS OF CAPITAL IMPROVEMENTS TO BE
FINANCED BY THE AD VALOREM TAX LEVY, AND THE AMOUNT OF ALL
OTHER EXPENDITURES FOR PUBLIC INFRASTRUCTURE AND ENHANCED
MUNICIPAL SERVICES PROPOSED TO BE PAID FROM THE TAX LEVY AND
OF THE AMOUNT TO BE RAISED TO PAY GENERAL OBLIGATION BONDS OF
THE DISTRICT; AND NOTICE OF A PUBLIC HEARING ON THE PROPOSED
FISCAL YEAR 2016 -2017 BUDGET OF THE DISTRICT, INCLUDING A HEARING
ON THOSE PORTIONS OF THE STATEMENTS AND ESTIMATES NOT
RELATING TO DEBT SERVICE ON GENERAL OBLIGATION BONDS.
Notice is hereby given that statements and estimates have been filed in the Office of the
District Clerk of the Vanderbilt Farms Community Facilities District of the operation and
maintenance expenses of the District, the costs of capital improvements to be financed by
the voter - approved ad valorem tax levy, and the amount of all other expenditures for
public infrastructure and enhanced municipal services proposed to be paid from the tax
levy and of the amount to be raised to pay general obligation bonds of the District, all of
which shall be provided for by the levy and collection of ad valorem taxes on the
assessed value of all the real and personal property in the District. Notice is further given
of a public hearing on the proposed Fiscal Year 2016 -2017 budget of the District,
including (but not limited to) a hearing on those portions of the statements and estimates
not relating to debt service on general obligation bonds, all pursuant to Arizona Revised
Statutes §§48-716 and 48 -723. Such hearing will be held by the District Board on
Tuesday, June 21, 2016, at or after 7:00 p.m. in the council chambers of the Town of
Marana Civic Center, 11555 W. Civic Center Drive, Marana, Arizona. Copies of the
budget are available from the Office of the District Treasurer, 11555 W. Civic Center
Drive, Town of Marana, Arizona 85653, telephone number: (520) 382 -1900.
Dated this 1 St day of June, 2016
/s/ Gilbert Davidson
.......... ...............................
District Manager
Vanderbilt Farms Community Facilities District
Published: June 8 2016
Marana Regular Council Meeting 06/21/2016 Page 298 of 298