Loading...
HomeMy WebLinkAbout06/28/2016 Special Council Meeting Agenda PacketN O 0 FA C� Sq, W&�- - � MARANA TOWN COUNCIL SPECIAL COUNCIL MEETING NOTICE AND AGENDA 11555 W. Civic Center Drive, Marana, Arizona 85653 Council Chambers, June 28, 2016, at or after 6:00 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 28, 2016, at or after 6:00 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 Marana Special Council Meeting 06/28/2016 Page 1 of 224 to the Town Clerk prior to the convening of the meeting. 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 Monday, June 27, 6:00 PM, 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. SPECIAL 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 PI Proclaiming August 2016 as Drowning Impact Awareness Month (Jocelyn C. Bronson) Marana Special Council Meeting 06/28/2016 Page 2 of 224 MAYOR AND COUNCIL REPORTS: SUMMARY OF CURRENT EVENTS MANAGER'S REPORT: SUMMARY OF CURRENT EVENTS PRESENTATIONS PI Presentation: Relating to the Marana Regional Airport; presentation and discussion regarding updates to the Marana Regional Airport Master Plan and Business Plan (Steve Miller) 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. Cl Ordinance No. 2016.009: Relating to Building; amending Town Code Title 7 (Building) by revising section 7 -5 -1 (Sewage disposal) to update and clarify wastewater utility and regulatory review references (Frank Cassidy) C2 Resolution No. 2016 -069: Relating to Development: accepting for maintenance certain public water improvements serving Marana Center Parcel (Keith Brann) C3 Resolution No. 2016 -070: Relating to Development; accepting for maintenance certain public water improvements serving Marana Main Street Block 1 (Keith Brann) C4 Resolution No. 2016 -071: Relating to Development; approving a release of assurances for Del Webb at Dove Mountain III subdivision and accepting public improvements for maintenance (Keith Brann) CS Resolution No. 2016 -072: Relating to Marana Regional Airport; authorizing the Town Manager to execute a grant agreement with the Federal Aviation Administration for funding in an amount not to exceed $375,664 for design of the Apron and Taxiway Rehabilitation project, FAA 21 Grant (Lisa Shafer) C6 Ordinance No. 2016.010: Relating to Business Regulations; amending Town Code Title 9 (Business Regulations) by revising section 9 -4 -9 (Massage establishment license application; separate license; husband and wife; additional requirements) to amend requirements for proof of land ownership in massage establishment license applications; and designating an effective date (Jane Fairall) LIQUOR LICENSES Marana Special Council Meeting 06/28/2016 Page 3 of 224 BOARDS, COMMISSIONS AND COMMITTEES COUNCIL ACTION Al Ordinance No. 2016.011: 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 -073: Relating to Development; declaring as a public record filed with the Town Clerk the amendments adopted by Ordinance No. 2016.011, adopting the 2016 Marana Subdivision Street Standards and the 2016 Marana Standard Details (Keith Brann) 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 Resolution No. 2016 -074: Relating to Alternative Expenditure Limitation; proposing an extension of the alternative expenditure limitation for the Town of Marana (Erik Montague) ITEMS FOR DISCUSSION /POSSIBLE ACTION EXECUTIVE SESSIONS Pursuant to A.R. S. § 3 8- 431.03, the Town Council may vote to go into executive session, which will not be open to the public, to discuss certain matters. El 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 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 Marana Special Council Meeting 06/28/2016 Page 4 of 224 f ' 7 i 10 T(3S_.T 1; - Council - Special Meeting P1 Meeting Date: 06/28/2016 To: Mayor and Council Submitted For: Jocelyn C. Bronson, Town Clerk From: Suzanne Sutherland, Assistant to the Town Clerk Date: June 28, 2016 Subject: Proclaiming August 2016 as Drowning Impact Awareness Month (Jocelyn C. Bronson) Attachments Drowning Impact Awareness Month August 2016 Marana Special Council Meeting 06/28/2016 Page 5 of 224 a t PROCLAMATION DROWNING IMPACT AWARENESS MONTH AUGUST 2016 WHEREAS drowning is a top cause of injury and death for children and teens in Arizona, affecting victims and their families, emergency personnel and our community as a whole; and WHEREAS child drownings are nearly 100 percent preventable; and WHEREAS constant and capable supervision, use of life jackets, swimming lessons, rapid emergency response and stable and nurturing relationships can significantly reduce and prevent drownings; and WHEREAS raising awareness through education will increase knowledge of the effective measures to take to prevent drowning; and WHEREAS during the month of August, the Drowning Prevention Coalition of Arizona, in collaboration with the state and local governments, fire departments, hospital swim schools, community organizations and private citizens will be engaging communities throughout Arizona in a coordinated and comprehensive response. NOW, THEREFORE, the Mayor and Council of the Town of Marana proclaim AUGUST, 2016 DROWNING IMPACT AWARENESS MONTH and urge all citizens to familiarize themselves with water safety practices. Dated this 28th day of June, 2016. ATTEST: Jocelyn C. Bronson, Town Clerk ■ Honea, Ma r � . Marana Special Council Meeting 06/28/2016 Page 6 of 224 % 1 N1 1 9 7 i 10 T(3S_.T 1; - Council - Special Meeting Meeting Date: 06/28/2016 To: Mayor and Council Submitted For: Steve Miller, Airport Manager From: Suzanne Sutherland, Assistant to the Town Clerk Date: June 28, 2016 Strategic Plan Focus Area: Not Applicable P1 Subject: Presentation: Relating to the Marana Regional Airport; presentation and discussion regarding updates to the Marana Regional Airport Master Plan and Business Plan (Steve Miller) Discussion: Since August 2015, the Town has been working on a project to update the Marana Regional Airport's Master Plan and Business Plan, using grant funding from the Arizona Department of Transportation (ADOT). An airport master plan describes and depicts the overall concept for the long -term development of an airport. It presents the concepts graphically in the airport layout plan (ALP) drawing set, and also within a detailed and well thought out narrative report. The goal of the plan is to provide direction for future airport development that will satisfy aviation demand in a financially feasible manner and meet the needs of the Town of Marana with respect to the airport. This Airport Master Plan updates and replaces the September 2007 Airport Master Plan. An airport business plan differs from a master plan in that it: • Establishes strategies to achieve business goals and objectives; • Establishes /Reinforces the mission and vision of the airport; • Develops strategies to maximize revenue and development potential; • Addresses funding issues; and • Focuses strategies for development Staff from the Town's consultants, Armstrong Consultants, Inc. and The Genesis Consulting Group, will make a presentation at tonight's meeting to Town Council, staff, and citizens Marana Special Council Meeting 06/28/2016 Page 7 of 224 regarding the status of and progress on the Airport Master Plan and Business Plan updates. Staff Recommendation: Presentation only. Suggested Motion: Presentation only. Attachments No files) attached. Marana Special Council Meeting 06/28/2016 Page 8 of 224 % 1 N1 1 7 i 10 T(3S_.T 1; - Council - Special Meeting C1 Meeting Date: 06/28/2016 To: Mayor and Council From: Frank Cassidy, Town Attorney Date: June 28, 2016 Strategic Plan Focus Area: Not Applicable Subject: Ordinance No. 2016.009: Relating to Building; amending Town Code Title 7 (Building) by revising section 7 -5 -1 (Sewage disposal) to update and clarify wastewater utility and regulatory review references (Frank Cassidy) Discussion: Since 2007, the town limits of the Town of Marana have extended into two counties. In January 2012, the Town of Marana began operating the wastewater system in northwestern Marana. Pursuant to the June 2013 wastewater settlement with Pima County, the Town's operation of the wastewater system in northwestern Marana was finalized. Marana Town Code Section 7 -5 -1 describes the jurisdictional review for wastewater management issues involving building codes issues within the Town of Marana. This ordinance proposes to update the language of Section 7 -5 -1 to reflect that wastewater issues for the geographic area where the wastewater system is operated by Marana Water will be reviewed by Marana Water rather than Pima County Wastewater. This proposed amendment also eliminates the assumption that all development will occur in Pima County, and makes other clarifying revisions. Staff Recommendation: Staff recommends adoption of Ordinance 2016.009, amending Town Code section 7 -5 -1 (Sewage disposal) to update and clarify wastewater utility and regulatory review references. Suggested Motion: Marana Special Council Meeting 06/28/2016 Page 9 of 224 I move to adopt Ordinance 2016.009, amending Town Code section 7 -5 -1 (Sewage disposal) to update and clarify wastewater utility and regulatory review references. Attachments Ordinance No. 2016.009 Marana Special Council Meeting 06/28/2016 Page 10 of 224 MARANA ORDINANCE NO. 20169009 RELATING TO BUILDING; AMENDING TOWN CODE TITLE 7 (BUILDING) BY REVISING SECTION 7 -5 -1 (SEWAGE DISPOSAL) TO UPDATE AND CLARIFY WASTEWATER UTILITY AND REGULATORY REVIEW REFERENCES WHEREAS the Town of Marana is now located in two counties and now operates a wastewater utility for a portion of the town, making it appropriate to update and clarify Town Code section 7 -5 -1 (Sewage disposal). NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, as follows: SECTION 1. Marana Town Code Title 7 (Building) is hereby amended to revise section 7 -5 -1 (Sewage disposal) as follows (with deletions shown with and additions shown with double underlining) : 7 -5 -1 Sewage disposal A. Septic tank systems shall be designed and constructed in accordance with the standards of the Arizona department of health services and the applicable county health department, and TAT compliance with those standards shall t-e-be certified by the appropriate state or county agency or the town engineer. B. Sewer systems shall be designed, constructed, and reviewed in accordance with the adopted plumbing code and other applicable state and local laws and re aulations. stems R -- = - -- - -- - -- - 1 4LP state Before a building permit is issued, Aall connections to any sewer system must be approved in writing by the wastewater utility that owns and operates the affected sewer system. (2P444:1i3w 44 - SECTION 2. The various town officers and employees are authorized and directed to perform all acts necessary or desirable to give effect to this ordinance. SECTION 3. 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. 00047195.DOCX /1 Marana Ordinance No. 2016.009 - 1 - 6/20/2016 5:22 PM FJC Marana Special Council Meeting 06/28/2016 Page 11 of 224 SECTION 4. 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 5. This ordinance is administrative, and shall be effective from and after its adoption. PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, this 28 th day of June, 2016. Mayor Ed Honea ATTEST: Jocelyn C. Bronson, Town Clerk APPROVED AS TO FORM: Frank Cassidy, Town Attorney 00047195.DOCX /1 Marana Ordinance No. 2016.009 -2- 6/20/2016 5:22 PM FJC Marana Special Council Meeting 06/28/2016 Page 12 of 224 I ' ' of .94 7 i 10 T(3S_.T I; - Council - Special Meeting Meeting Date: 06/28/2016 To: Mayor and Council Submitted For: Keith Brann, Town Engineer From: Gus Myers, Engineering Technician Date: June 28, 2016 Strategic Plan Focus Area: Not Applicable C2 Subject: Resolution No. 2016 -069: Relating to Development: accepting for maintenance certain public water improvements serving Marana Center Parcel (Keith Brann) Discussion: This resolution will accept for maintenance a potable water system with an estimated value of $492,000, including approximately 5,200 linear feet of potable water line, water meters, appurtenances, valves and fire hydrants, serving Marana Center Parcel 4 (the Tucson Premium Outlets site). Staff Recommendation: Staff recommends adoption of Resolution 2016 -069, accepting for maintenance certain public water improvements serving Marana Center Parcel 4. Suggested Motion: I move to adopt Resolution 2016 -069, accepting for maintenance certain public water improvements serving Marana Center Parcel 4. Attachments Resolution No. 2016 -069 TPO Exhibit A Marana Special Council Meeting 06/28/2016 Page 13 of 224 MARANA RESOLUTION NO. 2016-069 RELATING TO DEVELOPMENT; ACCEPTING FOR MAINTENANCE CERTAIN PUBLIC WATER IMPROVEMENTS SERVING MARANA CENTER PARCEL 4 WHEREAS Marana Center Parcel 4 is a 46 -acre parcel of land located in Marana Center, a 170.7 acre subdivision located just east of Interstate 10 and south of the intersection of Twin Peaks Road and Linda Vista Boulevard, according to the plat recorded in the office of the Recorder of Pima County at Sequence 20142340180; and WHEREAS Tucson Premium Outlets, LLC, has completed certain public water improvements acceptable to Town standards as required to serve Marana Center Parcel 4. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA that the Town accepts for maintenance a potable water system with an estimated value of $492,000, including approximately 5,200 linear feet of potable water line, water meters, appurtenances, valves, and fire hydrants, as depicted in the 10 -page set of approved as -built engineering plans prepared by the engineering firm Kimley Horn entitled "Public Water Main Plan for Premium Outlets," bearing Marana plan set ENG 1406 -004, page 3 ( "Overall Water Main Site Plan ") of which is attached to this resolution as Exhibit A. PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona, this 28 day of June, 2016. Mayor Ed Honea ATTEST: Jocelyn C. Bronson, Town Clerk 00047164.DOCX /1 Marana Resolution No. 2016 -069 Marana Special Council Meeting 06/28/2016 APPROVED AS TO FORM: Frank Cassidy, Town Attorney 6/20/2016 3:04 PM GM /FC Page 14 of 224 �� � �..� ■r 7�■•}y }yrti r rt .yr- r+! if �rlr ti/��1 YIF � Fd �� �'/�++� � a.rr it �If i �■ R� � i.rf r � 1.�� �a� � F+r irrl� L4� ��LF � Miles w� �*Yq�F� fl i�ltii i4+IR��' �+ �M � .Y, /■�MM4i _ S pro s, or f + F r Ole -e f r p cl Are qr e� 04 ( r 1 • - S ' � � .ice •y � �� 1 v � Hr ti + L L 1 _ ! • + 5 L Pr 44 u mat 1 �• - - -.� I � 1. f • ili � _ r �� *� N 6 N6 R. + r r lo L f 4- 911f. I _ y / � L I •• �� ~ ~ ' 1 1 � ' 1 OM -1 4602t 10M EM) OL 14M —(104 1 1 -T UCSON PREMIUM CJUI'LETSF OVE TEF_ � �- k � may• J r _ _ i t r Imo„ •+ � �� -- — —: (�[ ( e V AI N - SITE PLAN } �a+rr �r t L . a� * w pert n+oaa � - ti �y S i �R1�(.? sr U,ara,k Q51�[R r,. C+o'�s I, r, A rjA op smim A rr� C40CU kr � 7�+a t 144� 7'/iL rr : -T �ra' •� ae 1 OM -1 4602t 10M EM) OL 14M —(104 -T UCSON PREMIUM CJUI'LETSF OVE TEF_ ' �, Kimley -- — —: (�[ ( e V AI N - SITE PLAN } �a+rr �r t L . a� * w pert n+oaa � - ti �y S i �R1�(.? sr U,ara,k Q51�[R r,. C+o'�s I, r, A rjA op smim A rr� C40CU kr � 7�+a t 144� 7'/iL rr : -T �ra' •� ae ' TOWN CW IWARMAL A1i12(M' A 1 W UAPMK FX CC% M L F, AHZ, )Itk 71�i14*hfl■�f� Nr D • " 1 OM -1 4602t 10M EM) OL 14M —(104 I ' ' i .94 7 i 10 T(3S_.T I; - Council - Special Meeting Meeting Date: 06/28/2016 To: Mayor and Council Submitted For: Keith Brann, Town Engineer From: Gus Myers, Engineering Technician Date: June 28, 2016 Strategic Plan Focus Area: Not Applicable C3 Subject: Resolution No. 2016 -070: Relating to Development; accepting for maintenance certain public water improvements serving Marana Main Street Block 1 (Keith Brann) Discussion: This resolution will accept for maintenance a potable water system including 390 linear feet of potable water line, water meters, appurtenances, valves and fire hydrants for Marana Main Street Block 1 (Marana Dental), with an estimated value of $44,600. Staff Recommendation: Staff recommends adoption of Resolution 2016 -070, accepting for maintenance certain public water improvements serving Marana Main Street Block 1. Suggested Motion: I move to adopt Resolution 2016 -070, accepting for maintenance certain public water improvements serving Marana Main Street Block 1. Attachments Resolution No. 2016 -070 Exhibit A to Resolution Marana Special Council Meeting 06/28/2016 Page 16 of 224 MARANA RESOLUTION NO. 2016-070 RELATING TO DEVELOPMENT; ACCEPTING FOR MAINTENANCE CERTAIN PUBLIC WATER IMPROVEMENTS SERVING MARANA MAIN STREET BLOCK 1 WHEREAS Marana Main Street Block 1 is a 0.995 acre parcel of land located in Marana Main Street, a 28.04 acre subdivision located along the east side of Sandario Road and south of the Interstate 10 Frontage Road, according to the plat recorded in the office of the Recorder of Pima County on March 21, 2014, at Sequence 20140800116; and WHEREAS Boffo Properties, LLC, has completed certain public water improvements acceptable to Town standards as required to serve Marana Main Street Block 1. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA that the Town accepts for maintenance a potable water system with an estimated value of $44,600, including approximately 390 linear feet of potable water line, water meters, appurtenances, valves, and fire hydrants, as depicted in the 3 -page set of approved as- built engineering plans prepared by the firm Bruce R. Call Architecture Engineers Construction Management entitled "Water Plan for: Marana Main Street — Block 1," bearing Marana plan set ENG1502 -008, sheet 3 ( "Water Plan ") of which is attached to this resolution as Exhibit A. PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona, this 28 day of June, 2016. Mayor Ed Honea ATTEST: Jocelyn C. Bronson, Town Clerk 00047192.DOCX /1 Marana Resolution No. 2016 -070 Marana Special Council Meeting 06/28/2016 APPROVED AS TO FORM: Frank Cassidy, Town Attorney 6/20/2016 4:21 PM GM /FC Page 17 of 224 I 70 CD a) 0 CD CD (Q r � I k -- T 0 -9 Z ' z O may 0, 165' ATIT EASEMENT IN MISC, WATER LEIS TABLE vb k RECORDS. M 103, P6.225, ABANDONMENT 8Y SEPARATE INSTRWMPNf X - KD 25' AAT� FASEf�iT, 125' ON EACH 51DE BEARJN& L 57H OF PROPERTY LINE 1 WATER LINE 57A 5480M RT 25,(X7'= 1400D FOR EA57IW5T WATER LIFE d 06 •; x~ "♦ \ TO BE 6RAHTED BY SEPARATE INSTRUMENT qO EJ3'D PROODE 0NT IZ5TRANTS PER g ; - NORTH 3125' OF SLOGK 1. TO BE &RANTED Vh W3"JG w %.p +bY#ub 4 GA MT6R MAIN AfW2R!b"jH_y6 MU E019. OF F%%A-1dNT Y BY SEPARATE INSTRUMENT i•'6' Mk VF— 81G ?"P r'1' 'L'I -. , BE 6RANTEU + BLOCK I PUBLIC, WATER 7j I r,7 6 1 * ANT LINE TABLE I ,Z Ysir Vii' NFA RE 0"_ .4:T 1 "tT&I � � 1�� L AT IUW AO IFWT ELK, LI N 00.1522' W 3050' L2 N 89'4.438' E 242.00' T°a SD S — p tit x ti� I I L5 5 00 1250' flLQCX GI, Or PARA - M RL L4 5 89 °4.435' W 2.435' L5 5 00 0 15'22' E 18,00' W5TFQA5Fif. STA 3t55DO L6 5 89 W 21bl' mac- - maces Eksaqw. Ew 4 r � I k -- T 0 AND UAVICD7 70 EXISTir1V 6" WATER L -9 Z EASEMENT KEYNOTES z O may 165' ATIT EASEMENT IN MISC, WATER LEIS TABLE vb k RECORDS. M 103, P6.225, ABANDONMENT 8Y SEPARATE INSTRWMPNf RETM om ..R - - KD 25' AAT� FASEf�iT, 125' ON EACH 51DE BEARJN& L 57H OF PROPERTY LINE 1 WATER LINE f WI N 00 W 130D0' 125' ON EACH SIDE OF FIRE HYDRANT. x~ "♦ TO BE 6RAHTED BY SEPARATE INSTRUMENT PRIVATE SHARED PARKIN6 EAyBHENT, - NORTH 3125' OF SLOGK 1. TO BE &RANTED Vh W3"JG w %.p +bY#ub 4 GA MT6R MAIN AfW2R!b"jH_y6 MU E019. OF F%%A-1dNT Y BY SEPARATE INSTRUMENT PRIVATE SHARED PARKIN& EASEMENT, ?"P r'1' 'L'I , BE 6RANTEU + BLOCK I PUBLIC, WATER . �3TO 'J` #'A :: Cbr'r-� ANT LINE TABLE I PiP�1hl +! LIPS BEARING DISTANCE L AT IUW AO IFWT ELK, LI N 00.1522' W 3050' L2 N 89'4.438' E 242.00' 2�' X 2Y PUDLIG HATER LA04M&ff " L5 5 00 1250' flLQCX GI, Or PARA - M RL L4 5 89 °4.435' W 2.435' L5 5 00 0 15'22' E 18,00' W5TFQA5Fif. STA 3t55DO L6 5 89 W 21bl' mac- - maces Eksaqw. Ew ! GB�ITE3JNE iF 8' 6ATE VALVE � Sy -h�OL FOR LINE TA>3LE SE'PAR& rE IW2,1�4EW, I- 2' MMFIED DRAIN KEYNOTE VAL VE AMY PER DETAIL 3 PRCMr,E "NT �A 64' -0't SOUTH TO WATER VALVE. FE5TRAINT5 PER 620' -0't NORTH TO WATER VALVE SD 6IX7. RGTiLE IRON 8' WATBZ FIRE AT CF 4%N5. NO JOINT5 WITHIN 6-C DF GLLV52T. AI3*DCN 4" GA WATER PIPE. x=' BLOCK 9 AND UAVICD7 70 EXISTir1V 6" WATER L -9 Z L/ z z O may I- & x F REDZEd v vb k - "- I RETM om ..R - - I- 6' VALVE G BQ 5 5 - - - x x~ "♦ I 4• VALVE, ERG - W3"JG w %.p +bY#ub 4 GA MT6R MAIN AfW2R!b"jH_y6 MU E019. OF F%%A-1dNT Y BLOCK 2 wv* k A ti AT G � I 2' kYATER 5ERVXe W 1- 11 J2 Jw I 112 FlrM . T ''�� C*A NO PER 1 rpq 11J�5 KATE* SD-sc7j " t` BACKFLOW FREVENTER PER — I -ARANA WATER -bt 'k 1 � ) K I L �{ •� L� u i ear L��71Ka .L w3+ 5• PFE 'df.'.rF 15D L.F. 11� !- . M 1 , � PROPOSED BU1L01N6 `• � ;� �1 % I FFP: 195330 _ � � 1 S'TA 5GI6.52 ItT 25 > cv 0. f F!, F KIple J - 2• la �.r +1 WATER SERVICE 2V iv o ' ' ' I" METER, BOX AND COVER PER 1 TUCSON WATER 50-309 5=A 50 Q I" BACKFLOW FREVENTER PER AM I' YATER Whra MARANA WATER STANDARDS, ?gr S*P ,* I (5Y PROPERTY OWNER) 5TA 50+42, RT am 1 LI Y- ATER 5TA 000 RE`17VE AND SW..VASE F>OSTINS FIRE , HYDRANT 4D VALVES TO T" OF MARACA 8" V.O.F_ ,. ✓' Vim. #" �� 5'144 -0 I x R' 3O ar t H. DENNY T. �°'� � � � 1981.45 RIM � 1HV MARAJA -4AX FLEE- &OCu, _ •' - "tu P P6. - - rl e ` �!► d !' 77CM W. MW "" 31400' p � SW GQRFBt SECTION 22, NORTH WATER PLAN F SGALE: 1" = 20' -0' W Ems! OLr1 11-1-1 or 1 00- aTAKEaT (782413") 5 In Marlkom County: (602) 293 -7700 000 E3R.UGF R. CALL ARCHITECTURE 4572 E CAMP LOI^ELL DRIVE EN51NEERINS TUCSON, ARIZONA 85112 00145TRUGTION MAI A,FETIEIT (520) 122 -3668 KATER PLAN MARA MANr - KATER PL C4L L TAP 9 50M CAlia Ir E % I JISIr 61LA r SALT Q LVEct K TOWN OF /CABANA PIMA GOIRVTY, .fir. IREV15ION EXPI 6/50,1, 3 R'EV151ON DATE= OCTOBER 13, 2015 %eu*3cp 5 EXHIBIT A 2' kYATER 5ERVXe W 1- 11 J2 Jw I 112 FlrM . T ''�� C*A NO PER 1 rpq 11J�5 KATE* SD-sc7j " t` BACKFLOW FREVENTER PER — I -ARANA WATER -bt 'k 1 � ) K I L �{ •� L� u i ear L��71Ka .L w3+ 5• PFE 'df.'.rF 15D L.F. 11� !- . M 1 , � PROPOSED BU1L01N6 `• � ;� �1 % I FFP: 195330 _ � � 1 S'TA 5GI6.52 ItT 25 > cv 0. f F!, F KIple J - 2• la �.r +1 WATER SERVICE 2V iv o ' ' ' I" METER, BOX AND COVER PER 1 TUCSON WATER 50-309 5=A 50 Q I" BACKFLOW FREVENTER PER AM I' YATER Whra MARANA WATER STANDARDS, ?gr S*P ,* I (5Y PROPERTY OWNER) 5TA 50+42, RT am 1 LI Y- ATER 5TA 000 RE`17VE AND SW..VASE F>OSTINS FIRE , HYDRANT 4D VALVES TO T" OF MARACA 8" V.O.F_ ,. ✓' Vim. #" �� 5'144 -0 I x R' 3O ar t H. DENNY T. �°'� � � � 1981.45 RIM � 1HV MARAJA -4AX FLEE- &OCu, _ •' - "tu P P6. - - rl e ` �!► d !' 77CM W. MW "" 31400' p � SW GQRFBt SECTION 22, NORTH WATER PLAN F SGALE: 1" = 20' -0' W Ems! OLr1 11-1-1 or 1 00- aTAKEaT (782413") 5 In Marlkom County: (602) 293 -7700 000 E3R.UGF R. CALL ARCHITECTURE 4572 E CAMP LOI^ELL DRIVE EN51NEERINS TUCSON, ARIZONA 85112 00145TRUGTION MAI A,FETIEIT (520) 122 -3668 KATER PLAN MARA MANr - KATER PL C4L L TAP 9 50M CAlia Ir E % I JISIr 61LA r SALT Q LVEct K TOWN OF /CABANA PIMA GOIRVTY, .fir. IREV15ION EXPI 6/50,1, 3 R'EV151ON DATE= OCTOBER 13, 2015 %eu*3cp 5 EXHIBIT A 8" V.O.F_ ,. ✓' Vim. #" �� 5'144 -0 I x R' 3O ar t H. DENNY T. �°'� � � � 1981.45 RIM � 1HV MARAJA -4AX FLEE- &OCu, _ •' - "tu P P6. - - rl e ` �!► d !' 77CM W. MW "" 31400' p � SW GQRFBt SECTION 22, NORTH WATER PLAN F SGALE: 1" = 20' -0' W Ems! OLr1 11-1-1 or 1 00- aTAKEaT (782413") 5 In Marlkom County: (602) 293 -7700 000 E3R.UGF R. CALL ARCHITECTURE 4572 E CAMP LOI^ELL DRIVE EN51NEERINS TUCSON, ARIZONA 85112 00145TRUGTION MAI A,FETIEIT (520) 122 -3668 KATER PLAN MARA MANr - KATER PL C4L L TAP 9 50M CAlia Ir E % I JISIr 61LA r SALT Q LVEct K TOWN OF /CABANA PIMA GOIRVTY, .fir. IREV15ION EXPI 6/50,1, 3 R'EV151ON DATE= OCTOBER 13, 2015 %eu*3cp 5 EXHIBIT A f ' 9 7 i 10 T(3S_.T 1; - Council - Special Meeting Meeting Date: 06/28/2016 To: Mayor and Council Submitted For: Keith Brann, Town Engineer From: Glenn Phillips, Civil Engineering Specialist Date: June 28, 2016 Strategic Plan Focus Area: Not Applicable C4 Subject: Resolution No. 2016 -071: Relating to Development; approving a release of assurances for Del Webb at Dove Mountain III subdivision and accepting public improvements for maintenance (Keith Brann) Discussion: If adopted, this proposed resolution will release the assurance agreement for Del Webb at Dove Mountain III subdivision, a 26 -acre subdivision consisting of Lots 129 and 168 -234, Blocks "1" and "2 ", and Common Areas "A" (Open Space /Drainage), "B" (Recreation Area), "C" (Open Space /Sewer) and "D" (Open Space/Drainage). If adopted, this resolution will accept for maintenance approximately 0.5 S miles of the following paved streets as shown on the plat of Del Webb at Dove Mountain III: • That portion of Bright Angel Trail located west of its intersection with Kaibab Trail • That portion of Del Webb Trail located west of its intersection with Clear Creek Trail • That portion of Rim Trail located between Del Webb Trail and Bright Angel Trail Staff Recommendation: Staff recommends adoption of Resolution 2016 -071, approving a release of assurances for Del Webb at Dove Mountain III subdivision and accepting public improvements for maintenance. Suggested Motion: Marana Special Council Meeting 06/28/2016 Page 19 of 224 I move to adopt Resolution 2016 -071, approving a release of assurances for Del Webb at Dove Mountain III subdivision and accepting public improvements for maintenance. Attachments Resolution No. 2016 -071 Del Webb DM III map Marana Special Council Meeting 06/28/2016 Page 20 of 224 MARANA RESOLUTION NO. 2016-071 RELATING TO DEVELOPMENT; APPROVING A RELEASE OF ASSURANCES FOR DEL WEBB AT DOVE MOUNTAIN III SUBDIVISION AND ACCEPTING PUBLIC IMPROVEMENTS FOR MAINTENANCE WHEREAS the final plat for `Del Webb at Dove Mountain III, Lots 129 and 168 -234 Blocks "1" and "2" and Common Areas "A" (Open Space /Drainage), "B" (Recreation Area), "C" (Open Space /Sewer) and "D" (Open Space /Drainage)' ( "Del Webb at Dove Mountain III ") was recorded in the Pima County Recorder's Office on May 8, 2015, at Sequence 20151280191; and WHEREAS the Town has a third party trust substitute assurance agreement (the "Assurance Agreement ") with Pulte Home Corporation (the "Subdivider ") and Landmark Title Assurance Agency of Arizona, LLC, as Trustee under trust number 18300 -T, recorded in the Pima County Recorder's office on July 17, 2015, at Sequence Number 20151980112, assuring the completion of public improvements for Del Webb at Dove Mountain III; and WHEREAS the Subdivider has completed the public improvements for Del Webb at Dove Mountain III 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 0.55 miles of the following paved streets as shown on the plat of Del Webb at Dove Mountain III: • That portion of Bright Angel Trail located west of its intersection with Kaibab Trail • That portion of Del Webb Trail located west of its intersection with Clear Creek Trail • That portion of Rim Trail located between Del Webb Trail and Bright Angel Trail PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona, this 28 day of June, 2016. Mayor Ed Honea ATTEST: Jocelyn C. Bronson, Town Clerk 00047160.DOCX /1 Marana Resolution No. 2016 -071 Marana Special Council Meeting 06/28/2016 APPROVED AS TO FORM: Frank Cassidy, Town Attorney 6/17/2016 11:10 AM GP/FC Page 21 of 224 GEAERAL N07E 1- 461 CPirFWM AYb 10 F UMVDS Sftt fIE N M*VRAWE WrH Alm MNNA M ly SYN" m SPEOFW M5 FW PIJOLO ammildwr (W^.k W* 2QQf FWA Y 2. WIS (IF 00M rUP 7HLS ARajFCr q RE IIr_SF WE aF RLE ANAdWS1 &K ARICR OF SC 2Z r -II -S� R- 12-E, SAO eAWC &W AoavaW - F I B11515 (V ELMIM R)R fm PRf7E67 IS DE AS-Ml 3' ?MW OF HARUiM 92155 W 5UIW UC11I WNr STAIFEO RLS IMW AT DE "E1E1C NFEMMY OF 90�ff AAQI AW AAO X480 FAM SAD nAlmnow WK 252.s3 FW(AVW 29 ain w ) . 4 CaVUM= 9#111 001FIV IRIH ALL APPLLARE GWAPATADW SAFELY AND WAX AMObIWIM (OSHA Wa WD& A CoI+0001Y &HALL aaLL W439I(E O- soap -r1) TO +ter LoW04 of d M/W3 FIND �� * Y PFR P W A A OF A NY C 6 � Y W� AL OUM 9 Y.+ICNii At AWKES 4 Al t RE4E9LW4 TO FWX ✓'EATS LLLS1 EE APPRYWEU ar rDW EAU &R PWR 10 CON SIRUCQONI. d AIL 11= SNMLL O WUM FD 3LV"IDS FM Q%W #0 ROA1E0 9Wr NW' PRE I or ?w Vft OF ILNIam LARD 17E4FI.oPYwr C" 9. All en,IL 7r sMLL OWEY MM P%ar SsI =am rope, QASS s, aaoa Psr COW SIRIMM Ar 21 p11s, INr<.ESS QT vmFR E sPEwa IlF VO%L 9" POR1F'#W (dJJ 1 &M NAnV SAS' M#'�k =M 110MI 7 # 1XIIIEW Ot MY OM r M7fFU APWMJP j0* R& Pirw fix (INC ad W Fbl CV )w NMK Ff SrSFA m.w 3t A1L SEW WIS AM 10 CAPE LAZE AND LMI rL L1E wv.3Kx 1! SWI4 1' WW A3 �Uo pT FM THE Lws$ L mum OR W& *MLWM rF W Mrs` 44 1`1�1011 POW N RATC Jft AUR OnM TD I« bf OGk'J1 LIM ON ed SL f;7 MAP Art NALE6 W PM1WM S11LI1 or mw IV " 1 2 IT StAL EIE 1W CL>wml MIF'S ffSV S WrY TO RMN&4 AM& AND 9 FK A41 k6M RE"ffD FOR 0Mk *0 R19 JK CQNirW Or PWT nW Cal"iNX1i OAN AC7W.. TWE NSr 11FAIDF IS 10 E 1 ICIED Nr Of " PKE 13 !HE [7011TW41W SL4kL W RESPONSKE raR 711E OWE IAWM1 Ak7- FZr W OR REr1AC> "T OF EWW 1 NWOVIDIOff NM W AM A iFA 00104 R41'E &MV rE1OW OR LL%9= Obfi llc T1E 00a OF CON�TIaA T AEI. JRY) ? NEPLACLM W OR olrA" SWI BE DOAE' ro RE WIWACFM OF DE 01Wk 14 MO � OR CaWWFS aEflIM +ors aiur ►r,s er U aa49wx NVfEs A* DEFA ES 914 L BE BLiD11pWT AO 77E AI 9rWNF OF W E11IpNr[fR AND RPS V0 W-Fm Fmxtum Im" 111E rear I� L14%f0YfA( mina ar 11^ PWAC "wu f um7 9wrx F�srTFp �+R 1ReIWAIn•Pr INW ZIAMMR IAK * 1W #+ "IIIM1t J1 CaLr9V Att lwMU � � Is, JMl Ai N +Y'1�7r WJh M W" t+ WOW OW Q AYM� J911f 4W AWM 10 ARS. JIF .#M NIL A W" Lf X pnW MW 'A W¢AfARP-DUfA=r]& f LOWM 911' 3W JR At AU FW AWE ONLRKM 17. F LMr4Nr UNTED COCUM ARE EMOOIRN EM UMM THE COURSE OF L+OAlSAA16" AALO ARE aww rte s"r of 1HE onw w L7mm? ROLL Raw Pic hEMSARY REVISED aR SLPPIE KNW YLPROWEbDq RAYS FER FaFWIF AO ALCIEMWE IN w 10m E81MEEA 1a m pus PFJW 1D DESTROCfXW OR Ranft W WIM rW C+avTRACrOR S+W.L NOTIFY DE ARMS 09IIRFL0M OF AQwunmF AT (5520)WO -0I Li 19 F4YOR1S OF SMS .VNlSTIQ1 KIN MLOW RfUUMME 04TION5 TOR NaIAliW' FWrOIoES MW E1_0i P MQn W AiMSR4 EPAOT f19a1rMK La, AS FW LIIIS. - mm Anv)d 7 ALL "O WW GG RVN TO ftf &eMIdD&105 CMTAPffO N SAD ffl Dm i 20. W sacs a1r M SOU WOW,, tO..Cr AW rESF ALL WLlirM QPETIi vOw L acil llw",, Llrrr NOT L"" TO amK dt mw shom E PRUAl MV SWUAMMIL AM M" E ICAUUraM AND DIMiLr, TOd MER FM MF.Wer A* OWAMW Or rJA 21 r rM4GAgVf -DGC4L WTTRM1S AT DOWYEM DUbF6 1AE COLOtSE Or CO STUXI . TWSE WST LE AVNRFD FfR 11E CONIX OAS W 1W ARVY CDWS OF 9KN URS 404 PEFMT 15•W t#• r MIL *• W W1ft1gK4 WMUhCM ffPL 22 4Arx arn+ MW TAE A1a¢vlrl oacmd oo mwj ax,yyl m mmo m4mam vAbbiL Pour m AccrrmwcE Pw 1w En">U M LUNN Rlg ival L'IA1Y pwr'Nm zw 1m 1 MLM 21 e+a9*n W(PO WES Str. Lr aVNY WAKM AND ALL MW In.L ar WWU ID THE APFF4W0 PROW p47WKEE Llns AS SN1 W aR 1hE5E AAWS NO MW SHALL LAKE RACE MW OF W HWK SNM IN THESE ANtAA& 24, rF Awr 1AMW IEAMS W Ra11EIHRl' REAIS ARE DrsGtlAMV DLW CQV59 1 IM Al MW MST STOP aw 1HE AREA OF DIE F UPW AND r1E AAiIW M SUM Y65E111r "a aE cnvuelED LWl7 I LY, RAMWYT IC AR.S 41-8n 25. ALL QRI W Y1fE W %qL LE R1100 ODM 7FE aEMRLMC LOWS fOR N1EaMAF1L' OVAW ID A Wrd of SKO) pars Ali? 74YRCD rRW T►r SRW pROR To o2NaM 26. MOW SITES NOILL EE CWSTACIED TO rITHW 0 JO FM W FJA D BfROC PAD ELE7lNA K AS 57AFU LTY THE FNMIKM S1ft - M AND RAfO 9 AWS 9W1_ IE CQkST111 O TO WW 0. F0 rGET Of FPCI" SLOMR" AS SMW ff TIE EWPOCER. 24 ALL SLOPES M1N17N APE STEEPER at" xT all OF PRMMFW PER D"W +14aLOW AS river OF 176 F7AAL 2A. C W1RAGIDR 9#1[L ITEFf t TO STM LMTFR PR1VP W PREVOMON PIMLS m QWAOL sEVldrr Pouvr h DL4MIa cr4Ail w OPEAaw m 29 A WMEMIMM,Lra ■-dSt C" AW M" MUO Ia+s V =W= Av marAn7wL a"M% V WltF AW JD RE RMUF = PM JrMCllak/gERf1FIC4[E rr anft F, MI" IF P OOM 3a Cow" A" SIIAL Rw WJWY E)I75 M s PRm TD ONSF 1EID" OF 0mTRLCwt AW 015C EPAWES swwi BE CONK YCATED TO 1N£ 010Mx PROR 70 BEG#Yl1WG AW EA71 ►AIVrd1' EFFORTS tai Tic PRazc1 31 r0R A IYP£ 2 GNd IW POW, 71E F(RIWU SMALL AUWY THE OEVELOPIEMI OoWE'RW DM119ON F" rO ANY PANIC WIW M4E. !2. A 10Z aZOVKE RWY SNML Of CMIE70 BY A aAL.F0 WOG67, ASI PWR w lJ7~ L1snmNoL FOR SOm2m DESFNT MWOISE -U ALL PROXM 0URM AY RE DM LIOIMTM COWSE1v,< ON PIAM .M1 BE migro J4 ALL DM NN7lRrA N PAVMW sEUTW3 ARE ra CQKY W N 7W Pau COW IILUhMY DES01 OWN- SECIXW a , l OR 7W GEOIEA+N " REPORT REpN1BENIS rl1 WKR IS I" s7Fa1G1Yf PRIVATE GRADING and DRAINAGE IMPROVEMENT PLANS FOR DEL WEBB AT DOVE MOUNTAIN III, LOTS 168 - 234 ENG1412 -004 r �y I � FFOA TM PROJECT 1.015 109 - 167) (SW12014 1080 105) MOIPA itfA 01-5,L`m • %P lA i i r A Yr ` � _ C �•. �, �' C � � � Ark I I�A4 w 4+t? f _'� ,� • fir � :•• 1*� o- de .0 DEVELOft5R, a - Pair Qw. W. AW, MW COLLINS 55P tKSO L ARM � /IDS R ONE 520 - 279 -6D00 f 1 I S hE:L-7 WEx OWNER I WWI? 2W, WYES 1 ' i 2-4 S'EM OR PWSC N NOTE: AU SPOT GRADES ARE � s a DMS C/a rvrr MWO PRWRDES, DIG TOP OF PAVEME NTIF]N'ShrED GRADE I { ATM M 1219 UNLESS OTHERWME Mr -AIED. ADO 0.5' FOR TOP OF CURB ELEVATIONS WHERE APPLr OLE ALL C12AUES SHOIMN ARE N p1FJIF1 R1 L% Sg4NKM R Ir1EL11MED Ir11F1 (N 4Vg AI MAW 1MG: U"KR9�44F 0 ez 1S' stw-{ e1 USED T O r&W " avva2z 0 sw app 041 mk uxrkl -" 10 0 1 rQ (RWOKA4t & 4MW- IF hFaMSA 'o W J1+7,1G +qtr r P" I SEE O fiAVM PUNS FOR OETACED G94MG, I v7Fm MID MWACE w wovEw0as SEE RNAL P[AT FOR HORIEONTAL CMMM FOR THIS PLAN ACCEPTANCE AL WEE ��Z +wd+FIA T17Ir11+1 /svaor�1 ETIC1+rEFJr UW" MHAS NS D WYOR 2° L . 1 k EXHIBIT A Marana Special Council Meeting 06/28/2016 IUCsM E AW" a5716 Lm mw RFLE; nksr 118700 C/O:' MATE GFDLE, W, A1 Am LX[LF S mm nL eaieRw me OR, Eras 1VGCy AR OR 85714 PH01E S!Q- 229 -dpp0 ,A L-EGEhD 9xtew .._ � s►N1rE► cENlrE1ILL�Ir a WW Ff11ELFMf (SE PMW RAW) M MIA � A" MWWY "AW PER LOA U -1 aWSM MW Ate) ExsW aomicu s x TV a I DESM col- {evr W or MMUE MEMM) X m.l(fc) I�r{r1JL+ FI�97g•� xw.1(q LOCATION PLAN x& I PC SECr1i0M 22, TI1$ RIZF- m* or 11 PM mw mm Z&O xv ftlf L-EGEhD 9xtew .._ � s►N1rE► cENlrE1ILL�Ir a WW Ff11ELFMf (SE PMW RAW) M Fum SU74Y 610pu w LL A" MWWY "AW PER LOA U -1 aWSM MW Ate) ExsW aomicu s x TV a I DESM col- {evr W or MMUE MEMM) X m.l(fc) wx} m am ow or 1m aranmy xw.1(q OES&V W07 aw roN&W mm) x& I PC PESO 5Fw mw Qww Frf1mim Z&O xv ftlf FMQ 49UM GWIIII? UIM Ur 6r' +R) xm r(m) DESIGN spur CRAQE A T FOP OF rw1 XM.I(Owj K10 PVT OW V Wile Ce om CRM SEDWIN REROILE !� 01MOPED CL1WrMV 100 MW 110QOPk W L E (TP.L� - rmw mrm rrw N ILLIF fleeflp"t rm - -- - OWSUI SETBACK LFE (E.&L. 404 LIC ('400 WISH? o peat SEa 5 sOCIrr,L1r (SEE PmLC RArrs1 -5 -- EATSrM PrA9AC SErrJVWMW (MPPAlN1gMFE LOCAI M1) - lr -WL a OPM Lr4DER+p INM ELEOW fir LOWD10 PK°OIAD SEaON[W AG= PATH ,AJE PAYM PANS) w.r RUALWIC Wi4PnW W OfW S) ® R'MI 57ICEr / 1ff I'M MS 4 "Y= AM iV MLtii NT J i W ALL L07S AAE A' Lars Mo+rr 1 WNC) WLM 0MOMZ WW (W PW V6). ENG f 4 1 2-QD4 Ir sXAdl�•M.I PR+►U24r�A A4V ,7Q1 IA ►�R'- }xA2rP PRIME GRACING and UROU NAGE ANPROVEMENTPLANS - OR WEN ATDOVE M17WA11Y ►I L OTS 18d • 234 AIM71 LEOW '1'k Y CD111IDU ARM Am ( LFFN SPAWI VACE). MW A AESIAV7FI a+• a= 'I' OF DEL .EBIM AT DOPE YDE WYM I; AS ROC WD wlr+wti * WXCW MIX rMhM M AMA 1*F 3EV@W R)2E r Baker & Assock m Upirme0ag, Inc, L+r. SiaS41e -1+Air mpr 14�Ir11#F rafn*1pFlm •�: ter+ ��.,�- CLA F uAm." "r — F� rlm�.I N o Page 22 of 224 % 1 N1 1 9 7 i 10 T(3S_.T 1; - Council - Special Meeting C5 Meeting Date: 06/28/2016 To: Mayor and Council From: Lisa Shafer, Community Development Director Date: June 28, 2016 Strategic Plan Focus Area: Not Applicable Subject: Resolution No. 2016 -072: Relating to Marana Regional Airport; authorizing the Town Manager to execute a grant agreement with the Federal Aviation Administration for funding in an amount not to exceed $375,664 for design of the Apron and Taxiway Rehabilitation project, FAA 21 Grant (Lisa Shafer) Discussion: In February of this year, staff submitted a grant request to the FAA to fund a design and construction project for the rehabilitation of multiple aprons as well as a portion of Taxiway B. This project is a complete removal and new construction of approximately one million square feet of pavement consisting of the Transient Open Tie - Downs, Terminal Aprons, west Helicopter Apron and 1600 feet of Taxiway B between Taxiway B2 and Taxiway A. These areas are in very poor condition and require constant repair by Airport staff and our Operation and Maintenance crews. Each of these aprons and taxiway fall below the threshold for the Arizona Department of Transportation's (ADOT) pavement preservation program, therefore they were not done with the ADOT project just completed at the airport. The strength of the existing pavement is not sufficient to support the weight of some of the private jets that park on the aprons. The new pavement will be designed to accommodate the weight of the aircraft that utilize this airport. This design and construction project will be a multi -year phased project. The current FAA grant agreement for fiscal year 2017 is for the full design of the project with a total cost of $412,546. The FAA will reimburse 91.06% for a maximum obligation of $375,664, the State (ADOT) will reimburse at 4.47% for a maximum obligation of $18,441 and the Town, as the sponsor, has a required match of 4.47% for a total of $18,441. It is anticipated that the construction will be funded in the same fashion in the fiscal years following. Full construction estimates are expected to be just under $4 million. Marana Special Council Meeting 06/28/2016 Page 23 of 224 The agreement included in the Council packet is a draft agreement that does not yet include firm dates. Staff anticipates receiving a final agreement for execution from the FAA shortly. Adoption of this resolution will approve the agreement in substantially the form of the draft agreement and authorize the Town Manager to execute it when the Town receives it. Financial Impact: Fiscal Year: 2017 Budgeted Y/N: Yes Amount: $412,546 The amount for the entire design project will be $412,546. The FAA reimburses $375,664, the State reimburses $18,441, and the Town pays $18,441. Staff Recommendation: Staff recommends that the Town Manager be authorized to execute the grant agreement with the FAA. Suggested Motion: I move to adopt Resolution No. 2016 -072, authorizing the Town Manager to execute a grant agreement with the Federal Aviation Administration for funding in an amount not to exceed $375,664 for design of the Apron and Taxiway Rehabilitation project, FAA 21 Grant. Attachments Resolution No. 2016 -072 Agreement Exhibit A to Agreement Project Area Map Marana Special Council Meeting 06/28/2016 Page 24 of 224 MARANA RESOLUTION NO. 2016-072 RELATING TO MARANA REGIONAL AIRPORT; AUTHORIZING THE TOWN MANAGER TO EXECUTE A GRANT AGREEMENT WITH THE FEDERAL AVIATION ADMINISTRATION FOR FUNDING IN AN AMOUNT NOT TO EXCEED $375,664 FOR DESIGN OF THE APRON AND TAXIWAY REHABILITATION PROJECT, FAA 21 GRANT WHEREAS A.R.S. § 28 -8411 authorizes the Town Council of the Town of Marana to undertake all activities necessary to acquire, establish, construct, own, control, lease, equip, improve, maintain, operate and regulate an airport; and WHEREAS A.R.S. § 28 -8413 authorizes the Town of Marana to accept and receive federal and other monies for the acquisition, construction, enlargement, improvement, maintenance, equipment or operation of an airport; and WHEREAS the Town of Marana submitted a grant request to the Federal Aviation Administration (FAA) under the Airport Improvement Program (AIP) to fund a design and construction project for the rehabilitation of multiple aprons as well as a portion of Taxiway B; and WHEREAS the FAA has approved an award of $375,664 to fund the design of the apron and taxiway rehabilitation project; and WHEREAS the Town Council finds that authorizing the Town Manager to execute a grant agreement with the FAA for funding of the project is in the best interests of the Town and its citizens. NOW, THEREFORE, BE IT RESOLVED by the Mayor and Council of the Town of Marana, Arizona, authorizing the Town Manager to execute the FAA grant agreement in substantially the form attached to and incorporated in this resolution as Exhibit A, and authorizing the Town's Manager and staff to undertake all other and further tasks required or beneficial to carry out this resolution, including the expenditure of matching funds as required by the AIP program, and taking any further appropriate and necessary actions to complete the requirements for funding under the FAA AIP. -1- Marana Resolution No. 2016 -072 Marana Special Council Meeting 06/28/2016 Page 25 of 224 PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, this 28th day of June, 2016. ATTEST: Jocelyn C. Bronson, Town Clerk Mayor Ed Honea APPROVED AS TO FORM: Frank Cassidy, Town Attorney -2- Marana Resolution No. 2016 -072 Marana Special Council Meeting 06/28/2016 Page 26 of 224 3 -04- 0058 - 021 -2016 Lellw U.S. Department of Transportation Federal Aviation Administration DRAFT /GRANT AGREEMENT /DRAFT PART I —OFFER Date of Offer June XX, XXXX Airport /Planning Area Marana Regional AI P Grant Number 3 -04- 0058 - 021 -2016 DUNS Number 017203188 TO: Town of Marana (herein called the "Sponsor ") FROM: The United States of America (acting through the Federal Aviation Administration, herein called the "FAA") WHEREAS, the Sponsor has submitted to the FAA a Project Application dated , for a grant of Federal funds for a project at or associated with the Marana Regional Airport, which is included as part of this Grant Agreement; and WHEREAS, the FAA has approved a project for the Marana Regional Airport (herein called the "Project") consisting of the following: Rehabilitate Apron, Rehabilitate Taxiway — Design Only which is more fully described in the Project Application. NOW THEREFORE, According to the applicable provisions of the former Federal Aviation Act of 1958, as amended and recodified, 49 U.S.C. 40101, et seq., and the former Airport and Airway Improvement Act of 1982 (ARIA), as amended and recodified, 49 U.S.C. 47101, et seq., (herein the AAIA grant statute is referred to as "the Act "), the representations contained in the Project Application, and in consideration of (a) the Sponsor's adoption and ratification of the Grant Assurances dated March 2014, and the Sponsor's acceptance of this Offer, and (b) the benefits to accrue to the United States and the public from the accomplishment of the Project and compliance with the Grant Assurances and conditions as herein provided, THE FEDERAL AVIATION ADMINISTRATION, FOR AND ON BEHALF OF THE UNITED STATES, HEREBY OFFERS AND AGREES to pay 91.06 percent of the allowable costs incurred accomplishing the Project as the United States share of the Project. This Offer is made on and SUBJECT TO THE FOLLOWING TERMS AND CONDITIONS: 1 Marana Special Council Meeting 06/28/2016 Page 27 of 224 3 -04- 0058 - 021 -2016 CONDITIONS 1. Maximum Obligation The maximum obligation of the United States payable under this Offer is $375,664. The following amounts represent a breakdown of the maximum obligation for the purpose of establishing allowable amounts for any future grant amendment, which may increase the foregoing maximum obligation of the United States under the provisions of 49 U.S.C. § 47108(b): $0 for planning $375,664 for airport development or noise program implementation $0 for land acquisition. 2. Period of Performance The period of performance begins on the date the Sponsor formally accepts this agreement. Unless explicitly stated otherwise in an amendment from the FAA, the end date of the project period of performance is 4 years (1,460 calendar days) from the date of formal grant acceptance by the Sponsor. The Sponsor may only charge allowable costs for obligations incurred prior to the end date of the period of performance (2 CFR § 200.309). Unless the FAA authorizes a written extension, the sponsor must submit all project closeout documentation and liquidate (pay off) all obligations incurred under this award no later than 90 calendar days after the end date of the period of performance (2 CFR § 200.343). The period of performance end date does not relieve or reduce Sponsor obligations and assurances that extend beyond the closeout of a grant agreement. 3. Ineligible or Unallowable Costs The Sponsor must not include any costs in the project that the FAA has determined to be ineligible or unallowable. 4. Indirect Costs — Sponsor Sponsor may charge indirect costs under this award by applying the indirect cost rate identified in the project application and as accepted by the FAA to allowable costs for Sponsor direct salaries and wages. 5. Determining the Final Federal Share of Costs The United States' share of allowable project costs will be made in accordance with the regulations, policies and procedures of the Secretary. Final determination of the United States' share will be based upon the final audit of the total amount of allowable project costs and settlement will be made for any upward or downward adjustments to the Federal share of costs. 6. Completing the Project Without Delay and in Conformance with Requirements The Sponsor must carry out and complete the project without undue delays and in accordance with this agreement, and the regulations, policies and procedures of the Secretary. The Sponsor also agrees to comply with the assurances which are part of this agreement. 7. Amendments or Withdrawals before Grant Acceptance The FAA reserves the right to amend or withdraw this offer at any time prior to its acceptance by the Sponsor. 8. Offer Expiration Date This offer will expire and the United States will not be obligated to pay any part of the costs of the project unless this offer has been accepted by the Sponsor on or before June XX, XXXX, or such subsequent date as may be prescribed in writing by the FAA. 9. Improper Use of Federal Funds The Sponsor must take all steps, including litigation if necessary, to recover Federal funds spent fraudulently, wastefully, or in violation of Federal antitrust statutes, or misused in any other manner in any project upon which Federal funds have been expended. For the purposes of this grant agreement, the term "Federal funds" means funds however used or dispersed by the Sponsor that were originally paid pursuant to this or any other Federal grant agreement. The Sponsor must obtain the approval of the Secretary as to any determination of the amount of the Federal share of such funds. The Sponsor must return the recovered Federal share, including funds recovered by 2 Marana Special Council Meeting 06/28/2016 Page 28 of 224 3 -04- 0058 - 021 -2016 settlement, order, or judgment, to the Secretary. The Sponsor must furnish to the Secretary, upon request, all documents and records pertaining to the determination of the amount of the Federal share or to any settlement, litigation, negotiation, or other efforts taken to recover such funds. All settlements or other final positions of the Sponsor, in court or otherwise, involving the recovery of such Federal share require advance approval by the Secretary. 10. United States Not Liable for Damage or Injury The United States is not responsible or liable for damage to property or injury to persons which may arise from, or be incident to, compliance with this grant agreement. 11. System for Award Management (SAM) Registration And Universal Identifier A. Requirement for System for Award Management (SAM): Unless the Sponsor is exempted from this requirement under 2 CFR 25.110, the Sponsor must maintain the currency of its information in the SAM until the Sponsor submits the final financial report required under this grant, or receives the final payment, whichever is later. This requires that the Sponsor review and update the information at least annually after the initial registration and more frequently if required by changes in information or another award term. Additional information about registration procedures may be found at the SAM website (currently at http: / /www.sam.gov). B. Requirement for Data Universal Numbering System (DUNS) Numbers 1. The Sponsor must notify potential subrecipient that it cannot receive a contract unless it has provided its DUNS number to the Sponsor. A subrecipient means a consultant, contractor, or other entity that enters into an agreement with the Sponsor to provide services or other work to further this project, and is accountable to the Sponsor for the use of the Federal funds provided by the agreement, which may be provided through any legal agreement, including a contract. 2. The Sponsor may not make an award to a subrecipient unless the subrecipient has provided its DUNS number to the Sponsor. 3. Data Universal Numbering System: DUNS number means the nine -digit number established and assigned by Dun and Bradstreet, Inc. (D & B) to uniquely identify business entities. A DUNS number may be obtained from D & B by telephone (currently 866 - 705 -5771) or on the web (currently at http://fedgov.dnb.com/webfor m). 12. Electronic Grant Payment(s) Unless otherwise directed by the FAA, the Sponsor must make each payment request under this agreement electronically via the Delphi elnvoicing System for Department of Transportation (DOT) Financial Assistance Awardees. 13. Informal Letter Amendment of AIP Projects If, during the life of the project, the FAA determines that the maximum grant obligation of the United States exceeds the expected needs of the Sponsor by $25,000 or five percent (5%), whichever is greater, the FAA can issue a letter amendment to the Sponsor unilaterally reducing the maximum obligation. The FAA can also issue a letter to the Sponsor increasing the maximum obligation if there is an overrun in the total actual eligible and allowable project costs to cover the amount of the overrun provided it will not exceed the statutory limitations for grant amendments. The FAA's authority to increase the maximum obligation does not apply to the "planning" component of condition No. 1. The FAA can also issue an informal letter amendment that modifies the grant description to correct administrative errors or to delete work items if the FAA finds it advantageous and in the best interests of the United States. An informal letter amendment has the same force and effect as a formal grant amendment. 14. Air and Water Quality The Sponsor is required to comply with all applicable air and water quality 3 Marana Special Council Meeting 06/28/2016 Page 29 of 224 3 -04- 0058 - 021 -2016 standards for all projects in this grant. If the Sponsor fails to comply with this requirement, the FAA may suspend, cancel, or terminate this grant. 15. Financial Reporting and Payment Requirements The Sponsor will comply with all federal financial reporting requirements and payment requirements, including submittal of timely and accurate reports. 16. Puy American. Unless otherwise approved in advance by the FAA, the Sponsor will not acquire or permit any contractor or subcontractor to acquire any steel or manufactured products produced outside the United States to be used for any project for which funds are provided under this grant. The Sponsor will include a provision implementing Buy American in every contract. 17. Maximum Obligation Increase For Nonprimary Airports. In accordance with 49 U.S.C. § 47108(b), as amended, the maximum obligation of the United States, as stated in Condition No. 1 of this Grant Offer: A. May not be increased for a planning project; B. May be increased by not more than 15 percent for development projects; C. May be increased by not more than 15 percent or by an amount not to exceed 25 percent of the total increase in allowable costs attributable to the acquisition of land or interests in land, whichever is greater, based on current credible appraisals or a court award in a condemnation proceeding. 18. Audits for Public Sponsors. The Sponsor must provide for a Single Audit in accordance with 2 CFR Part 200. The Sponsor must submit the Single Audit reporting package to the Federal Audit Clearinghouse on the Federal Audit Clearinghouse's Internet Data Entry System at http: / /harvester.census.gov /facweb /. The Sponsor must also provide one copy of the completed 2 CFR Part 200 audit to the Airports District Office. 19. Suspension or Debarment. When entering into a "covered transaction" as defined by 2 CFR § 180.200, the Sponsor must: A. Verify the non - federal entity is eligible to participate in this Federal program by: 1. Checking the excluded parties list system (EPLS) as maintained within the System for Award Management (SAM) to determine if non - federal entity is excluded or disqualified; or 2. Collecting a certification statement from the non - federal entity attesting they are not excluded or disqualified from participating; or 3. Adding a clause or condition to covered transactions attesting individual or firm are not excluded or disqualified from participating. B. Require prime contractors to comply with 2 CFR § 180.330 when entering into lower -tier transactions (e.g. Sub - contracts). C. Immediately disclose to the FAA whenever the Sponsor: (1) learns they have entered into a covered transaction with an ineligible entity or (2) suspends or debars a contractor, person, or entity. 20. Ban on Texting While Driving. A. In accordance with Executive Order 13513, Federal Leadership on Reducing Text Messaging While Driving, October 1, 2009, and DOT Order 3902.10, Text Messaging While Driving, December 30, 2009, the Sponsor is encouraged to: 1. Adopt and enforce workplace safety policies to decrease crashes caused by distracted drivers including policies to ban text messaging while driving when performing any work for, or on behalf of, the Federal government, including work relating to a grant or subgrant. 4 Marana Special Council Meeting 06/28/2016 Page 30 of 224 3 -04- 0058 - 021 -2016 2. Conduct workplace safety initiatives in a manner commensurate with the size of the business, such as: a. Establishment of new rules and programs or re- evaluation of existing programs to prohibit text messaging while driving; and b. Education, awareness, and other outreach to employees about the safety risks associated with texting while driving. B. The Sponsor must insert the substance of this clause on banning texting while driving in all subgrants, contracts and subcontracts. 21. Trafficking in Persons A. Prohibitions: The prohibitions against trafficking in persons (Prohibitions) apply to any entity other than a State, local government, Indian tribe, or foreign public entity. This includes private Sponsors, public Sponsor employees, subrecipients of private or public Sponsors (private entity). Prohibitions include: 1. Engaging in severe forms of trafficking in persons during the period of time that the agreement is in effect; 2. Procuring a commercial sex act during the period of time that the agreement is in effect; or 3. Using forced labor in the performance of the agreement, including subcontracts or subagreements under the agreement. B. In addition to all other remedies for noncompliance that are available to the FAA, Section 106(8) of the Trafficking Victims Protection Act of 2000 (TVPA), as amended (22 U.S.C. 7104(8)), allows the FAA to unilaterally terminate this agreement, without penalty, if a private entity — 1. Is determined to have violated the Prohibitions; or 2. Has an employee who the FAA determines has violated the Prohibitions through conduct that is either: a. Associated with performance under this agreement; or b. Imputed to the Sponsor or subrecipient using 2 CFR part 180, "OMB Guidelines to Agencies on Government wide Debarment and Suspension (Nonprocurement)," as implemented by the FAA at 2 CFR part 1200. 22. AIP Funded Work Included in a PFC Application: Within 90 days of acceptance of this award, Sponsor must submit to the Federal Aviation Administration an amendment to any approved Passenger Facility Charge (PFC) application that contains an approved PFC project also covered under this grant award. The airport sponsor may not make any expenditure under this award until project work addressed under this award is removed from an approved PFC application by amendment. 23. Exhibit "A" Property Map The Exhibit "A" Property Map dated May 11, 2007, is incorporated herein by reference or is submitted with the project application and made part of this grant agreement. 24. Design Grant This grant agreement is being issued in order to complete the design of the project. The Sponsor understands and agrees that within 2 years after the design is completed that the Sponsor will accept, subject to the availability of the amount of federal funding identified in the Airport Capital Improvement Plan (ACIP), a grant to complete the construction of the project in order to provide a useful and useable unit of work. The Sponsor also understands that if the FAA has provided federal funding to complete the design for the project, and the Sponsor has not completed the design within four (4) years 5 Marana Special Council Meeting 06/28/2016 Page 31 of 224 3 -04- 0058 - 021 -2016 from the execution of this grant agreement, the FAA may suspend or terminate grants related to the design. 6 Marana Special Council Meeting 06/28/2016 Page 32 of 224 3 -04- 0058 - 021 -2016 The Sponsor's acceptance of this Offer and ratification and adoption of the Project Application incorporated herein shall be evidenced by execution of this instrument by the Sponsor, as hereinafter provided, and this Offer and Acceptance shall comprise a Grant Agreement, as provided by the Act, consti- tuting the contractual obligations and rights of the United States and the Sponsor with respect to the accomplishment of the Project and compliance with the assurances and conditions as provided herein. Such Grant Agreement shall become effective upon the Sponsor's acceptance of this Offer. UNITED STATES OF AMERICA FEDERAL AVIATION ADMINISTRATION (Signature) (Typed Name) (Title of FAA Official) 7 Marana Special Council Meeting 06/28/2016 Page 33 of 224 3 -04- 0058 - 021 -2016 PART II - ACCEPTANCE The Sponsor does hereby ratify and adopt all assurances, statements, representations, warranties, covenants, and agreements contained in the Project Application and incorporated materials referred to in the foregoing Offer, and does hereby accept this Offer and by such acceptance agrees to comply with all of the terms and conditions in this Offer and in the Project Application. I declare under penalty of perjury that the foregoing is true and correct.' Executed this day of , Town of Marana --------------------------------------------------- (Name of Sponsor) (Signature of Sponsor's Authorized Official) By: Gilbert Davidson (Typed Name of Sponsor's Authorized Official) Title: Town Manager (Title of Sponsor's Authorized Official CERTIFICATE OF SPONSOR'S ATTORNEY I, , acting as Attorney for the Sponsor do hereby certify: That in my opinion the Sponsor is empowered to enter into the foregoing Grant Agreement under the laws of the State of . Further, I have examined the foregoing Grant Agreement and the actions taken by said Sponsor and Sponsor's official representative has been duly authorized and that the execution thereof is in all respects due and proper and in accordance with the laws of the said State and the Act. In addition, for grants involving projects to be carried out on property not owned by the Sponsor, there are no legal impediments that will prevent full performance by the Sponsor. Further, it is my opinion that the said Grant Agreement constitutes a legal and binding obligation of the Sponsor in accordance with the terms thereof. Dated at (location) this day of , By: (Signature of Sponsor's Attorney) ' Knowingly and willfully providing false information to the Federal government is a violation of 18 U.S.C. Section 1001 (False Statements) and could subject you to fines, imprisonment, or both. 8 Marana Special Council Meeting 06/28/2016 Page 34 of 224 ASSURANCES AIRPORT SPONSORS A. General. a. These assurances shall be complied with in the performance of grant agreements for airport development, airport planning, and noise compatibility program grants for airport sponsors. b. These assurances are required to be submitted as part of the project application by sponsors requesting funds under the provisions of Title 49, U.S.C., subtitle VII, as amended. As used herein, the term "public agency sponsor" means a public agency with control of a public -use airport; the term "private sponsor" means a private owner of a public -use airport; and the term "sponsor" includes both public agency sponsors and private sponsors. c. Upon acceptance of this grant offer by the sponsor, these assurances are incorporated in and become part of this grant agreement. B. Duration and Applicability. 1. Airport development or Noise Compatibility Program Projects Undertaken by a Public Agency Sponsor. The terms, conditions and assurances of this grant agreement shall remain in full force and effect throughout the useful life of the facilities developed or equipment acquired for an airport development or noise compatibility program project, or throughout the useful life of the project items installed within a facility under a noise compatibility program project, but in any event not to exceed twenty (20) years from the date of acceptance of a grant offer of Federal funds for the project. However, there shall be no limit on the duration of the assurances regarding Exclusive Rights and Airport Revenue so long as the airport is used as an airport. There shall be no limit on the duration of the terms, conditions, and assurances with respect to real property acquired with federal funds. Furthermore, the duration of the Civil Rights assurance shall be specified in the assurances. 2. Airport Development or Noise Compatibility Projects Undertaken by a Private Sponsor. The preceding paragraph 1 also applies to a private sponsor except that the useful life of project items installed within a facility or the useful life of the facilities developed or equipment acquired under an airport development or noise compatibility program project shall be no less than ten (10) years from the date of acceptance of Federal aid for the project. 3. Airport Planning Undertaken by a Sponsor. Unless otherwise specified in this grant agreement, only Assurances 1, 2, 3, 5, 6, 13, 18, 25, 30, 32, 33, and 34 in Section C apply to planning projects. The terms, conditions, and assurances of this grant agreement shall remain in full force and effect during the life of the project; there shall be no limit on the duration of the assurances regarding Exclusive Rights and Airport Revenue so long as the airport is used as an airport. C. Sponsor Certification. The sponsor hereby assures and certifies, with respect to this grant that: 1. General Federal Requirements. It will comply with all applicable Federal laws, regulations, executive orders, policies, guidelines, and requirements as they relate to the application, acceptance and use of Federal funds for this project including but not limited to the following: 9 Marana Special Council Meeting 06/28/2016 Page 35 of 224 March, 2014 FEDERAL LEGISLATION a. Title 49, U.S.C., subtitle VII, as amended. b. Davis -Bacon Act - 40 U.S.C. 276(a), et seq. C. Federal Fair Labor Standards Act - 29 U.S.C. 201 et seq. d. Hatch Act — 5 U.S.C. 1501 et seq. e. Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 Title 42 U.S.C. 4601 et seq. f. National Historic Preservation Act of 1966 - Section 106 - 16 U.S.C. 470(f). g. Archeological and Historic Preservation Act of 1974 - 16 U.S.C. 469 through 469c. h. Native Americans Grave Repatriation Act - 25 U.S.C. Section 3001, et seq. i. Clean Air Act, P.L. 90 -148, as amended. j. Coastal Zone Management Act, P.L. 93 -205, as amended. k. Flood Disaster Protection Act of 1973 - Section 102(a) - 42 U.S.C. 4012a. I. Title 49, U.S.C., Section 303, (formerly known as Section 4(f)) m. Rehabilitation Act of 1973 - 29 U.S.C. 794. n. Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252) (prohibits discrimination on the basis of race, color, national origin); o. Americans with Disabilities Act of 1990, as amended, (42 U.S.C. § 12101 et seq.), prohibits discrimination on the basis of disability). p. Age Discrimination Act of 1975 - 42 U.S.C. 6101, et seq. q. American Indian Religious Freedom Act, P.L. 95 -341, as amended. r. Architectural Barriers Act of 1968 -42 U.S.C. 4151 et seg. S. Power plant and Industrial Fuel Use Act of 1978 - Section 403- 2 U.S.C. 8373. t. Contract Work Hours and Safety Standards Act - 40 U.S.C. 327, et seg. u. Copeland Anti - kickback Act - 18 U.S.C. 874.1 V. National Environmental Policy Act of 1969 - 42 U.S.C. 4321, et seg. w. Wild and Scenic Rivers Act, P.L. 90 -542, as amended. X. Single Audit Act of 1984 - 31 U.S.C. 7501, et seg. y. Drug -Free Workplace Act of 1988 - 41 U.S.C. 702 through 706. Z. The Federal Funding Accountability and Transparency Act of 2006, as amended (Pub. L. 109- 282, as amended by section 6202 of Pub. L. 110 -252). EXECUTIVE ORDERS a. Executive Order 11246 - Equal Employment Opportunity' b. Executive Order 11990 - Protection of Wetlands c. Executive Order 11998 — Flood Plain Management 10 Marana Special Council Meeting 06/28/2016 Page 36 of 224 March, 2014 d. Executive Order 12372 - Intergovernmental Review of Federal Programs e. Executive Order 12699 - Seismic Safety of Federal and Federally Assisted New Building Construction' f. Executive Order 12898 - Environmental Justice FEDERAL REGULATIONS a. 2 CFR Part 180 - OMB Guidelines to Agencies on Governmentwide Debarment and Suspension (Nonprocurement). b. 2 CFR Part 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards. [OMB Circular A -87 Cost Principles Applicable to Grants and Contracts with State and Local Governments, and OMB Circular A -133 - Audits of States, Local Governments, and Non - Profit Organizations] .4, s, 6 c. 2 CFR Part 1200 — Nonprocurement Suspension and Debarment d. 14 CFR Part 13 - Investigative and Enforcement Procedures14 CFR Part 16 - Rules of Practice For Federally Assisted Airport Enforcement Proceedings. e. 14 CFR Part 150 - Airport noise compatibility planning. f. 28 CFR Part 35- Discrimination on the Basis of Disability in State and Local Government Services. g. 28 CFR § 50.3 - U.S. Department of Justice Guidelines for Enforcement of Title VI of the Civil Rights Act of 1964. h. 29 CFR Part 1 - Procedures for predetermination of wage rates.' i. 29 CFR Part 3 - Contractors and subcontractors on public building or public work financed in whole or part by loans or grants from the United States.' j. 29 CFR Part 5 - Labor standards provisions applicable to contracts covering federally financed and assisted construction (also labor standards provisions applicable to non - construction contracts subject to the Contract Work Hours and Safety Standards Act).' k. 41 CFR Part 60 - Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor (Federal and federally assisted contracting requirements).' I. 49 CFR Part 18 - Uniform administrative requirements for grants and cooperative agreements to state and local governments . 3 m. 49 CFR Part 20 - New restrictions on lobbying. n. 49 CFR Part 21— Nondiscrimination in federally- assisted programs of the Department of Transportation - effectuation of Title VI of the Civil Rights Act of 1964. o. 49 CFR Part 23 - Participation by Disadvantage Business Enterprise in Airport Concessions. p. 49 CFR Part 24 — Uniform Relocation Assistance and Real Property Acquisition for Federal and Federally Assisted Programs.' 2 q. 49 CFR Part 26 — Participation by Disadvantaged Business Enterprises in Department of Transportation Programs. r. 49 CFR Part 27 — Nondiscrimination on the Basis of Handicap in Programs and Activities Receiving or Benefiting from Federal Financial Assistance.' 11 Marana Special Council Meeting 06/28/2016 Page 37 of 224 March, 2014 s. 49 CFR Part 28— Enforcement of Nondiscrimination on the Basis of Handicap in Programs or Activities conducted by the Department of Transportation. t. 49 CFR Part 30 - Denial of public works contracts to suppliers of goods and services of countries that deny procurement market access to U.S. contractors. u. 49 CFR Part 32 — Governmentwide Requirements for Drug -Free Workplace (Financial Assistance) v. 49 CFR Part 37 — Transportation Services for Individuals with Disabilities (ADA). w. 49 CFR Part 41- Seismic safety of Federal and federally assisted or regulated new building construction. SPECIFIC ASSURANCES Specific assurances required to be included in grant agreements by any of the above laws, regulations or circulars are incorporated by reference in this grant agreement. FOOTNOTES TO ASSURANCE C.1. 1 These laws do not apply to airport planning sponsors. 2 These laws do not apply to private sponsors. 3 49 CFR Part 18 and 2 CFR Part 200 contain requirements for State and Local Governments receiving Federal assistance. Any requirement levied upon State and Local Governments by this regulation and circular shall also be applicable to private sponsors receiving Federal assistance under Title 49, United States Code. 4 On December 26, 2013 at 78 FR 78590, the Office of Management and Budget (OMB) issued the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards in 2 CFR Part 200. 2 CFR Part 200 replaces and combines the former Uniform Administrative Requirements for Grants (OMB Circular A -102 and Circular A -110 or 2 CFR Part 215 or Circular) as well as the Cost Principles (Circulars A -21 or 2 CFR part 220; Circular A -87 or 2 CFR part 225; and A -122, 2 CFR part 230). Additionally it replaces Circular A -133 guidance on the Single Annual Audit. In accordance with 2 CFR section 200.110, the standards set forth in Part 200 which affect administration of Federal awards issued by Federal agencies become effective once implemented by Federal agencies or when any future amendment to this Part becomes final. Federal agencies, including the Department of Transportation, must implement the policies and procedures applicable to Federal awards by promulgating a regulation to be effective by December 26, 2014 unless different provisions are required by statute or approved by OMB. 5 Cost principles established in 2 CFR part 200 subpart E must be used as guidelines for determining the eligibility of specific types of expenses. 6 Audit requirements established in 2 CFR part 200 subpart F are the guidelines for audits. 2. Responsibility and Authority of the Sponsor. a. Public Agency Sponsor: It has legal authority to apply for this grant, and to finance and carry out the proposed project; that a resolution, motion or similar action has been duly adopted or passed as an official act of the applicant's governing body authorizing the filing of the application, including all understandings and assurances contained therein, and directing and authorizing the person identified as the official representative of the applicant to act in connection with the application and to provide such additional information as may be required. b. Private Sponsor: 12 Marana Special Council Meeting 06/28/2016 Page 38 of 224 March, 2014 It has legal authority to apply for this grant and to finance and carry out the proposed project and comply with all terms, conditions, and assurances of this grant agreement. It shall designate an official representative and shall in writing direct and authorize that person to file this application, including all understandings and assurances contained therein; to act in connection with this application; and to provide such additional information as may be required. 3. Sponsor Fund Availability. It has sufficient funds available for that portion of the project costs which are not to be paid by the United States. It has sufficient funds available to assure operation and maintenance of items funded under this grant agreement which it will own or control. 4. Good Title. a. It, a public agency or the Federal government, holds good title, satisfactory to the Secretary, to the landing area of the airport or site thereof, or will give assurance satisfactory to the Secretary that good title will be acquired. b. For noise compatibility program projects to be carried out on the property of the sponsor, it holds good title satisfactory to the Secretary to that portion of the property upon which Federal funds will be expended or will give assurance to the Secretary that good title will be obtained. 5. Preserving Rights and Powers. a. It will not take or permit any action which would operate to deprive it of any of the rights and powers necessary to perform any or all of the terms, conditions, and assurances in this grant agreement without the written approval of the Secretary, and will act promptly to acquire, extinguish or modify any outstanding rights or claims of right of others which would interfere with such performance by the sponsor. This shall be done in a manner acceptable to the Secretary. b. It will not sell, lease, encumber, or otherwise transfer or dispose of any part of its title or other interests in the property shown on Exhibit A to this application or, for a noise compatibility program project, that portion of the property upon which Federal funds have been expended, for the duration of the terms, conditions, and assurances in this grant agreement without approval by the Secretary. If the transferee is found by the Secretary to be eligible under Title 49, United States Code, to assume the obligations of this grant agreement and to have the power, authority, and financial resources to carry out all such obligations, the sponsor shall insert in the contract or document transferring or disposing of the sponsor's interest, and make binding upon the transferee all of the terms, conditions, and assurances contained in this grant agreement. c. For all noise compatibility program projects which are to be carried out by another unit of local government or are on property owned by unit of local government other than the sponsor, it will enter into an agreement with that government. Except as otherwise specified by the Secretary, that agreement shall obligate that government to the same terms, conditions, and assurances that would be applicable to it if it applied directly to the FAA for a grant to undertake the noise compatibility program project. That agreement and changes thereto must be satisfactory to the Secretary. It will take steps to enforce this agreement against the local government if there is substantial non - compliance with the terms of the agreement. 13 Marana Special Council Meeting 06/28/2016 Page 39 of 224 March, 2014 d. For noise compatibility program projects to be carried out on privately owned property, it will enter into an agreement with the owner of that property which includes provisions specified by the Secretary. It will take steps to enforce this agreement against the property owner whenever there is substantial non - compliance with the terms of the agreement. e. If the sponsor is a private sponsor, it will take steps satisfactory to the Secretary to ensure that the airport will continue to function as a public -use airport in accordance with these assurances for the duration of these assurances. f. If an arrangement is made for management and operation of the airport by any agency or person other than the sponsor or an employee of the sponsor, the sponsor will reserve sufficient rights and authority to insure that the airport will be operated and maintained in accordance Title 49, United States Code, the regulations and the terms, conditions and assurances in this grant agreement and shall insure that such arrangement also requires compliance therewith. g. Sponsors of commercial service airports will not permit or enter into any arrangement that results in permission for the owner or tenant of a property used as a residence, or zoned for residential use, to taxi an aircraft between that property and any location on airport. Sponsors of general aviation airports entering into any arrangement that results in permission for the owner of residential real property adjacent to or near the airport must comply with the requirements of Sec. 136 of Public Law 112 -95 and the sponsor assurances. 6. Consistency with Local Plans. The project is reasonably consistent with plans (existing at the time of submission of this application) of public agencies that are authorized by the State in which the project is located to plan for the development of the area surrounding the airport. 7. Consideration of Local Interest. It has given fair consideration to the interest of communities in or near where the project may be located. 8. Consultation with Users. In making a decision to undertake any airport development project under Title 49, United States Code, it has undertaken reasonable consultations with affected parties using the airport at which project is proposed. 9. Public Hearings. In projects involving the location of an airport, an airport runway, or a major runway extension, it has afforded the opportunity for public hearings for the purpose of considering the economic, social, and environmental effects of the airport or runway location and its consistency with goals and objectives of such planning as has been carried out by the community and it shall, when requested by the Secretary, submit a copy of the transcript of such hearings to the Secretary. Further, for such projects, it has on its management board either voting representation from the communities where the project is located or has advised the communities that they have the right to petition the Secretary concerning a proposed project. 10. Metropolitan Planning Organization. In projects involving the location of an airport, an airport runway, or a major runway extension at a medium or large hub airport, the sponsor has made available to and has provided upon request to the metropolitan planning organization in the area in which the airport is located, if any, a copy 14 Marana Special Council Meeting 06/28/2016 Page 40 of 224 March, 2014 of the proposed amendment to the airport layout plan to depict the project and a copy of any airport master plan in which the project is described or depicted. 11. Pavement Preventive Maintenance. With respect to a project approved after January 1, 1995, for the replacement or reconstruction of pavement at the airport, it assures or certifies that it has implemented an effective airport pavement maintenance - management program and it assures that it will use such program for the useful life of any pavement constructed, reconstructed or repaired with Federal financial assistance at the airport. It will provide such reports on pavement condition and pavement management programs as the Secretary determines may be useful. 12. Terminal Development Prerequisites. For projects which include terminal development at a public use airport, as defined in Title 49, it has, on the date of submittal of the project grant application, all the safety equipment required for certification of such airport under section 44706 of Title 49, United States Code, and all the security equipment required by rule or regulation, and has provided for access to the passenger enplaning and deplaning area of such airport to passengers enplaning and deplaning from aircraft other than air carrier aircraft. 13. Accounting System, Audit, and Record Keeping Requirements. a. It shall keep all project accounts and records which fully disclose the amount and disposition by the recipient of the proceeds of this grant, the total cost of the project in connection with which this grant is given or used, and the amount or nature of that portion of the cost of the project supplied by other sources, and such other financial records pertinent to the project. The accounts and records shall be kept in accordance with an accounting system that will facilitate an effective audit in accordance with the Single Audit Act of 1984. b. It shall make available to the Secretary and the Comptroller General of the United States, or any of their duly authorized representatives, for the purpose of audit and examination, any books, documents, papers, and records of the recipient that are pertinent to this grant. The Secretary may require that an appropriate audit be conducted by a recipient. In any case in which an independent audit is made of the accounts of a sponsor relating to the disposition of the proceeds of a grant or relating to the project in connection with which this grant was given or used, it shall file a certified copy of such audit with the Comptroller General of the United States not later than six (6) months following the close of the fiscal year for which the audit was made. 14. Minimum Wage Rates. It shall include, in all contracts in excess of $2,000 for work on any projects funded under this grant agreement which involve labor, provisions establishing minimum rates of wages, to be predetermined by the Secretary of Labor, in accordance with the Davis -Bacon Act, as amended (40 U.S.C. 276a- 276a -5), which contractors shall pay to skilled and unskilled labor, and such minimum rates shall be stated in the invitation for bids and shall be included in proposals or bids for the work. 15. Veteran's Preference. It shall include in all contracts for work on any project funded under this grant agreement which involve labor, such provisions as are necessary to insure that, in the employment of labor (except in executive, administrative, and supervisory positions), preference shall be given to Vietnam era veterans, Persian Gulf veterans, Afghanistan -Iraq war veterans, disabled veterans, and small business concerns owned and controlled by disabled veterans as defined in Section 47112 of Title 15 Marana Special Council Meeting 06/28/2016 Page 41 of 224 March, 2014 49, United States Code. However, this preference shall apply only where the individuals are available and qualified to perform the work to which the employment relates. 16. Conformity to Plans and Specifications. It will execute the project subject to plans, specifications, and schedules approved by the Secretary. Such plans, specifications, and schedules shall be submitted to the Secretary prior to commencement of site preparation, construction, or other performance under this grant agreement, and, upon approval of the Secretary, shall be incorporated into this grant agreement. Any modification to the approved plans, specifications, and schedules shall also be subject to approval of the Secretary, and incorporated into this grant agreement. 17. Construction Inspection and Approval. It will provide and maintain competent technical supervision at the construction site throughout the project to assure that the work conforms to the plans, specifications, and schedules approved by the Secretary for the project. It shall subject the construction work on any project contained in an approved project application to inspection and approval by the Secretary and such work shall be in accordance with regulations and procedures prescribed by the Secretary. Such regulations and procedures shall require such cost and progress reporting by the sponsor or sponsors of such project as the Secretary shall deem necessary. 18. Planning Projects. In carrying out planning projects: a. It will execute the project in accordance with the approved program narrative contained in the project application or with the modifications similarly approved. b. It will furnish the Secretary with such periodic reports as required pertaining to the planning project and planning work activities. C. It will include in all published material prepared in connection with the planning project a notice that the material was prepared under a grant provided by the United States. d. It will make such material available for examination by the public, and agrees that no material prepared with funds under this project shall be subject to copyright in the United States or any other country. e. It will give the Secretary unrestricted authority to publish, disclose, distribute, and otherwise use any of the material prepared in connection with this grant. f. It will grant the Secretary the right to disapprove the sponsor's employment of specific consultants and their subcontractors to do all or any part of this project as well as the right to disapprove the proposed scope and cost of professional services. g. It will grant the Secretary the right to disapprove the use of the sponsor's employees to do all or any part of the project. h. It understands and agrees that the Secretary's approval of this project grant or the Secretary's approval of any planning material developed as part of this grant does not constitute or imply any assurance or commitment on the part of the Secretary to approve any pending or future application for a Federal airport grant. 19. Operation and Maintenance. a. The airport and all facilities which are necessary to serve the aeronautical users of the airport, other than facilities owned or controlled by the United States, shall be operated at all times in a safe and serviceable condition and in accordance with the minimum standards as may be 16 Marana Special Council Meeting 06/28/2016 Page 42 of 224 March, 2014 required or prescribed by applicable Federal, state and local agencies for maintenance and operation. It will not cause or permit any activity or action thereon which would interfere with its use for airport purposes. It will suitably operate and maintain the airport and all facilities thereon or connected therewith, with due regard to climatic and flood conditions. Any proposal to temporarily close the airport for non - aeronautical purposes must first be approved by the Secretary. In furtherance of this assurance, the sponsor will have in effect arrangements for- 1) Operating the airport's aeronautical facilities whenever required; 2) Promptly marking and lighting hazards resulting from airport conditions, including temporary conditions; and 3) Promptly notifying airmen of any condition affecting aeronautical use of the airport. Nothing contained herein shall be construed to require that the airport be operated for aeronautical use during temporary periods when snow, flood or other climatic conditions interfere with such operation and maintenance. Further, nothing herein shall be construed as requiring the maintenance, repair, restoration, or replacement of any structure or facility which is substantially damaged or destroyed due to an act of God or other condition or circumstance beyond the control of the sponsor. b. It will suitably operate and maintain noise compatibility program items that it owns or controls upon which Federal funds have been expended. 20. Hazard Removal and Mitigation. It will take appropriate action to assure that such terminal airspace as is required to protect instrument and visual operations to the airport (including established minimum flight altitudes) will be adequately cleared and protected by removing, lowering, relocating, marking, or lighting or otherwise mitigating existing airport hazards and by preventing the establishment or creation of future airport hazards. 21. Compatible Land Use. It will take appropriate action, to the extent reasonable, including the adoption of zoning laws, to restrict the use of land adjacent to or in the immediate vicinity of the airport to activities and purposes compatible with normal airport operations, including landing and takeoff of aircraft. In addition, if the project is for noise compatibility program implementation, it will not cause or permit any change in land use, within its jurisdiction, that will reduce its compatibility, with respect to the airport, of the noise compatibility program measures upon which Federal funds have been expended. 22. Economic Nondiscrimination. a. It will make the airport available as an airport for public use on reasonable terms and without unjust discrimination to all types, kinds and classes of aeronautical activities, including commercial aeronautical activities offering services to the public at the airport. b. In any agreement, contract, lease, or other arrangement under which a right or privilege at the airport is granted to any person, firm, or corporation to conduct or to engage in any aeronautical activity for furnishing services to the public at the airport, the sponsor will insert and enforce provisions requiring the contractor to- 1) furnish said services on a reasonable, and not unjustly discriminatory, basis to all users thereof, and 2) charge reasonable, and not unjustly discriminatory, prices for each unit or service, 17 Marana Special Council Meeting 06/28/2016 Page 43 of 224 March, 2014 provided that the contractor may be allowed to make reasonable and nondiscriminatory discounts, rebates, or other similar types of price reductions to volume purchasers. a.) Each fixed -based operator at the airport shall be subject to the same rates, fees, rentals, and other charges as are uniformly applicable to all other fixed -based operators making the same or similar uses of such airport and utilizing the same or similar facilities. b.) Each air carrier using such airport shall have the right to service itself or to use any fixed -based operator that is authorized or permitted by the airport to serve any air carrier at such airport. c.) Each air carrier using such airport (whether as a tenant, non - tenant, or subtenant of another air carrier tenant) shall be subject to such nondiscriminatory and substantially comparable rules, regulations, conditions, rates, fees, rentals, and other charges with respect to facilities directly and substantially related to providing air transportation as are applicable to all such air carriers which make similar use of such airport and utilize similar facilities, subject to reasonable classifications such as tenants or non - tenants and signatory carriers and non - signatory carriers. Classification or status as tenant or signatory shall not be unreasonably withheld by any airport provided an air carrier assumes obligations substantially similar to those already imposed on air carriers in such classification or status. d.) It will not exercise or grant any right or privilege which operates to prevent any person, firm, or corporation operating aircraft on the airport from performing any services on its own aircraft with its own employees [including, but not limited to maintenance, repair, and fueling] that it may choose to perform. e.) In the event the sponsor itself exercises any of the rights and privileges referred to in this assurance, the services involved will be provided on the same conditions as would apply to the furnishing of such services by commercial aeronautical service providers authorized by the sponsor under these provisions. f.) The sponsor may establish such reasonable, and not unjustly discriminatory, conditions to be met by all users of the airport as may be necessary for the safe and efficient operation of the airport. g.) The sponsor may prohibit or limit any given type, kind or class of aeronautical use of the airport if such action is necessary for the safe operation of the airport or necessary to serve the civil aviation needs of the public. 23. Exclusive Rights. It will permit no exclusive right for the use of the airport by any person providing, or intending to provide, aeronautical services to the public. For purposes of this paragraph, the providing of the services at an airport by a single fixed -based operator shall not be construed as an exclusive right if both of the following apply: a. It would be unreasonably costly, burdensome, or impractical for more than one fixed -based operator to provide such services, and b. If allowing more than one fixed -based operator to provide such services would require the reduction of space leased pursuant to an existing agreement between such single fixed -based operator and such airport. It further agrees that it will not, either directly or indirectly, grant or permit any person, firm, or corporation, the exclusive right at the airport to conduct any aeronautical activities, including, but not limited to charter flights, pilot training, aircraft 18 Marana Special Council Meeting 06/28/2016 Page 44 of 224 March, 2014 rental and sightseeing, aerial photography, crop dusting, aerial advertising and surveying, air carrier operations, aircraft sales and services, sale of aviation petroleum products whether or not conducted in conjunction with other aeronautical activity, repair and maintenance of aircraft, sale of aircraft parts, and any other activities which because of their direct relationship to the operation of aircraft can be regarded as an aeronautical activity, and that it will terminate any exclusive right to conduct an aeronautical activity now existing at such an airport before the grant of any assistance under Title 49, United States Code. 24. Fee and Rental Structure. It will maintain a fee and rental structure for the facilities and services at the airport which will make the airport as self- sustaining as possible under the circumstances existing at the particular airport, taking into account such factors as the volume of traffic and economy of collection. No part of the Federal share of an airport development, airport planning or noise compatibility project for which a grant is made under Title 49, United States Code, the Airport and Airway Improvement Act of 1982, the Federal Airport Act or the Airport and Airway Development Act of 1970 shall be included in the rate basis in establishing fees, rates, and charges for users of that airport. 25. Airport Revenues. a. All revenues generated by the airport and any local taxes on aviation fuel established after December 30, 1987, will be expended by it for the capital or operating costs of the airport; the local airport system; or other local facilities which are owned or operated by the owner or operator of the airport and which are directly and substantially related to the actual air transportation of passengers or property; or for noise mitigation purposes on or off the airport. The following exceptions apply to this paragraph: 1) If covenants or assurances in debt obligations issued before September 3, 1982, by the owner or operator of the airport, or provisions enacted before September 3, 1982, in governing statutes controlling the owner or operator's financing, provide for the use of the revenues from any of the airport owner or operator's facilities, including the airport, to support not only the airport but also the airport owner or operator's general debt obligations or other facilities, then this limitation on the use of all revenues generated by the airport (and, in the case of a public airport, local taxes on aviation fuel) shall not apply. 2) If the Secretary approves the sale of a privately owned airport to a public sponsor and provides funding for any portion of the public sponsor's acquisition of land, this limitation on the use of all revenues generated by the sale shall not apply to certain proceeds from the sale. This is conditioned on repayment to the Secretary by the private owner of an amount equal to the remaining unamortized portion (amortized over a 20 -year period) of any airport improvement grant made to the private owner for any purpose other than land acquisition on or after October 1, 1996, plus an amount equal to the federal share of the current fair market value of any land acquired with an airport improvement grant made to that airport on or after October 1, 1996. 3) Certain revenue derived from or generated by mineral extraction, production, lease, or other means at a general aviation airport (as defined at Section 47102 of title 49 United States Code), if the FAA determines the airport sponsor meets the requirements set forth in Sec. 813 of Public Law 112 -95. a.) As part of the annual audit required under the Single Audit Act of 1984, the sponsor will direct that the audit will review, and the resulting audit report will provide an opinion concerning, the use of airport revenue and taxes in paragraph (a), and indicating whether funds paid or transferred to the owner or operator are paid or transferred in a 19 Marana Special Council Meeting 06/28/2016 Page 45 of 224 March, 2014 manner consistent with Title 49, United States Code and any other applicable provision of law, including any regulation promulgated by the Secretary or Administrator. b.) Any civil penalties or other sanctions will be imposed for violation of this assurance in accordance with the provisions of Section 47107 of Title 49, United States Code. 26. Reports and Inspections. It will: a. submit to the Secretary such annual or special financial and operations reports as the Secretary may reasonably request and make such reports available to the public; make available to the public at reasonable times and places a report of the airport budget in a format prescribed by the Secretary; b. for airport development projects, make the airport and all airport records and documents affecting the airport, including deeds, leases, operation and use agreements, regulations and other instruments, available for inspection by any duly authorized agent of the Secretary upon reasonable request; c. for noise compatibility program projects, make records and documents relating to the project and continued compliance with the terms, conditions, and assurances of this grant agreement including deeds, leases, agreements, regulations, and other instruments, available for inspection by any duly authorized agent of the Secretary upon reasonable request; and d. in a format and time prescribed by the Secretary, provide to the Secretary and make available to the public following each of its fiscal years, an annual report listing in detail: 1) all amounts paid by the airport to any other unit of government and the purposes for which each such payment was made; and 2) all services and property provided by the airport to other units of government and the amount of compensation received for provision of each such service and property. 27. Use by Government Aircraft. It will make available all of the facilities of the airport developed with Federal financial assistance and all those usable for landing and takeoff of aircraft to the United States for use by Government aircraft in common with other aircraft at all times without charge, except, if the use by Government aircraft is substantial, charge may be made for a reasonable share, proportional to such use, for the cost of operating and maintaining the facilities used. Unless otherwise determined by the Secretary, or otherwise agreed to by the sponsor and the using agency, substantial use of an airport by Government aircraft will be considered to exist when operations of such aircraft are in excess of those which, in the opinion of the Secretary, would unduly interfere with use of the landing areas by other authorized aircraft, or during any calendar month that — a. by gross weights of such aircraft) is in excess of five million pounds Five (5) or more Government aircraft are regularly based at the airport or on land adjacent thereto; or b. The total number of movements (counting each landing as a movement) of Government aircraft is 300 or more, or the gross accumulative weight of Government aircraft using the airport (the total movement of Government aircraft multiplied. 28. Land for Federal Facilities. It will furnish without cost to the Federal Government for use in connection with any air traffic control or air navigation activities, or weather - reporting and communication activities related to air traffic control, any areas of land or water, or estate therein, or rights in buildings of the sponsor as the Secretary considers necessary or desirable for construction, operation, and maintenance at 20 Marana Special Council Meeting 06/28/2016 Page 46 of 224 March, 2014 Federal expense of space or facilities for such purposes. Such areas or any portion thereof will be made available as provided herein within four months after receipt of a written request from the Secretary. 29. Airport Layout Plan. a. It will keep up to date at all times an airport layout plan of the airport showing: 1) boundaries of the airport and all proposed additions thereto, together with the boundaries of all offsite areas owned or controlled by the sponsor for airport purposes and proposed additions thereto; 2) the location and nature of all existing and proposed airport facilities and structures (such as runways, taxiways, aprons, terminal buildings, hangars and roads), including all proposed extensions and reductions of existing airport facilities; 3) the location of all existing and proposed nonaviation areas and of all existing improvements thereon; and 4) all proposed and existing access points used to taxi aircraft across the airport's property boundary. Such airport layout plans and each amendment, revision, or modification thereof, shall be subject to the approval of the Secretary which approval shall be evidenced by the signature of a duly authorized representative of the Secretary on the face of the airport layout plan. The sponsor will not make or permit any changes or alterations in the airport or any of its facilities which are not in conformity with the airport layout plan as approved by the Secretary and which might, in the opinion of the Secretary, adversely affect the safety, utility or efficiency of the airport. a.) If a change or alteration in the airport or the facilities is made which the Secretary determines adversely affects the safety, utility, or efficiency of any federally owned, leased, or funded property on or off the airport and which is not in conformity with the airport layout plan as approved by the Secretary, the owner or operator will, if requested, by the Secretary (1) eliminate such adverse effect in a manner approved by the Secretary; or (2) bear all costs of relocating such property (or replacement thereof) to a site acceptable to the Secretary and all costs of restoring such property (or replacement thereof) to the level of safety, utility, efficiency, and cost of operation existing before the unapproved change in the airport or its facilities except in the case of a relocation or replacement of an existing airport facility due to a change in the Secretary's design standards beyond the control of the airport sponsor. 30. Civil Rights. It will promptly take any measures necessary to ensure that no person in the United States shall, on the grounds of race, creed, color, national origin, sex, age, or disability be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination in any activity conducted with, or benefiting from, funds received from this grant. a. Using the definitions of activity, facility and program as found and defined in §§ 21.23 (b) and 21.23 (e) of 49 CFR § 21, the sponsor will facilitate all programs, operate all facilities, or conduct all programs in compliance with all non - discrimination requirements imposed by, or pursuant to these assurances. b. Applicability 1) Programs and Activities. If the sponsor has received a grant (or other federal assistance) for any of the sponsor's program or activities, these requirements extend to all of the 21 Marana Special Council Meeting 06/28/2016 Page 47 of 224 March, 2014 sponsor's programs and activities. 2) Facilities. Where it receives a grant or other federal financial assistance to construct, expand, renovate, remodel, alter or acquire a facility, or part of a facility, the assurance extends to the entire facility and facilities operated in connection therewith. 3) Real Property. Where the sponsor receives a grant or other Federal financial assistance in the form of, or for the acquisition of real property or an interest in real property, the assurance will extend to rights to space on, over, or under such property. c. Duration. The sponsor agrees that it is obligated to this assurance for the period during which Federal financial assistance is extended to the program, except where the Federal financial assistance is to provide, or is in the form of, personal property, or real property, or interest therein, or structures or improvements thereon, in which case the assurance obligates the sponsor, or any transferee for the longer of the following periods: 1) So long as the airport is used as an airport, or for another purpose involving the provision of similar services or benefits; or 2) So long as the sponsor retains ownership or possession of the property. d. Required Solicitation Language. It will include the following notification in all solicitations for bids, Requests For Proposals for work, or material under this grant agreement and in all proposals for agreements, including airport concessions, regardless of funding source: "The (Name of Sponsor) in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d -4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises and airport concession disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award." e. Required Contract Provisions. 1) It will insert the non - discrimination contract clauses requiring compliance with the acts and regulations relative to non - discrimination in Federally- assisted programs of the DOT, and incorporating the acts and regulations into the contracts by reference in every contract or agreement subject to the non - discrimination in Federally- assisted programs of the DOT acts and regulations. 2) It will include a list of the pertinent non - discrimination authorities in every contract that is subject to the non - discrimination acts and regulations. 3) It will insert non - discrimination contract clauses as a covenant running with the land, in any deed from the United States effecting or recording a transfer of real property, structures, use, or improvements thereon or interest therein to a sponsor. 4) It will insert non - discrimination contract clauses prohibiting discrimination on the basis of race, color, national origin, creed, sex, age, or handicap as a covenant running with the land, in any future deeds, leases, license, permits, or similar instruments entered into by the sponsor with other parties: a.) For the subsequent transfer of real property acquired or improved under the applicable activity, project, or program; and 22 Marana Special Council Meeting 06/28/2016 Page 48 of 224 March, 2014 b.) For the construction or use of, or access to, space on, over, or under real property acquired or improved under the applicable activity, project, or program. f. It will provide for such methods of administration for the program as are found by the Secretary to give reasonable guarantee that it, other recipients, sub - recipients, sub - grantees, contractors, subcontractors, consultants, transferees, successors in interest, and other participants of Federal financial assistance under such program will comply with all requirements imposed or pursuant to the acts, the regulations, and this assurance. g. It agrees that the United States has a right to seek judicial enforcement with regard to any matter arising under the acts, the regulations, and this assurance. 31. Disposal of Land. a. For land purchased under a grant for airport noise compatibility purposes, including land serving as a noise buffer, it will dispose of the land, when the land is no longer needed for such purposes, at fair market value, at the earliest practicable time. That portion of the proceeds of such disposition which is proportionate to the United States' share of acquisition of such land will be, at the discretion of the Secretary, (1) reinvested in another project at the airport, or (2) transferred to another eligible airport as prescribed by the Secretary. The Secretary shall give preference to the following, in descending order, (1) reinvestment in an approved noise compatibility project, (2) reinvestment in an approved project that is eligible for grant funding under Section 47117(e) of title 49 United States Code, (3) reinvestment in an approved airport development project that is eligible for grant funding under Sections 47114, 47115, or 47117 of title 49 United States Code, (4) transferred to an eligible sponsor of another public airport to be reinvested in an approved noise compatibility project at that airport, and (5) paid to the Secretary for deposit in the Airport and Airway Trust Fund. If land acquired under grant for noise compatibility purposes is leased at fair market value and consistent with noise buffering purposes, the lease will not be considered a disposal of the land. Revenues derived from such a lease may be used for an approved airport development project that would otherwise be eligible for grant funding or any permitted use of airport revenue. b. For land purchased under a grant for airport development purposes (other than noise compatibility), it will, when the land is no longer needed for airport purposes, dispose of such land at fair market value or make available to the Secretary an amount equal to the United States' proportionate share of the fair market value of the land. That portion of the proceeds of such disposition which is proportionate to the United States' share of the cost of acquisition of such land will, (1) upon application to the Secretary, be reinvested or transferred to another eligible airport as prescribed by the Secretary. The Secretary shall give preference to the following, in descending order: (1) reinvestment in an approved noise compatibility project, (2) reinvestment in an approved project that is eligible for grant funding under Section 47117(e) of title 49 United States Code, (3) reinvestment in an approved airport development project that is eligible for grant funding under Sections 47114, 47115, or 47117 of title 49 United States Code, (4) transferred to an eligible sponsor of another public airport to be reinvested in an approved noise compatibility project at that airport, and (5) paid to the Secretary for deposit in the Airport and Airway Trust Fund. c. Land shall be considered to be needed for airport purposes under this assurance if (1) it may be needed for aeronautical purposes (including runway protection zones) or serve as noise buffer land, and (2) the revenue from interim uses of such land contributes to the financial self- sufficiency of the airport. Further, land purchased with a grant received by an airport operator or owner before December 31, 1987, will be considered to be needed for airport purposes if the Secretary or Federal agency making such grant before December 31, 1987, was 23 Marana Special Council Meeting 06/28/2016 Page 49 of 224 March, 2014 notified by the operator or owner of the uses of such land, did not object to such use, and the land continues to be used for that purpose, such use having commenced no later than December 15, 1989. d. Disposition of such land under (a) (b) or (c) will be subject to the retention or reservation of any interest or right therein necessary to ensure that such land will only be used for purposes which are compatible with noise levels associated with operation of the airport. 32. Engineering and Design Services. It will award each contract, or sub - contract for program management, construction management, planning studies, feasibility studies, architectural services, preliminary engineering, design, engineering, surveying, mapping or related services with respect to the project in the same manner as a contract for architectural and engineering services is negotiated under Title IX of the Federal Property and Administrative Services Act of 1949 or an equivalent qualifications -based requirement prescribed for or by the sponsor of the airport. 33. Foreign Market Restrictions. It will not allow funds provided under this grant to be used to fund any project which uses any product or service of a foreign country during the period in which such foreign country is listed by the United States Trade Representative as denying fair and equitable market opportunities for products and suppliers of the United States in procurement and construction. 34. Policies, Standards, and Specifications. It will carry out the project in accordance with policies, standards, and specifications approved by the Secretary including, but not limited to, the advisory circulars listed in the Current FAA Advisory Circulars for AIP projects, dated December 31, 2015 and included in this grant, and in accordance with applicable state policies, standards, and specifications approved by the Secretary. 35. Relocation and Real Property Acquisition. a. It will be guided in acquiring real property, to the greatest extent practicable under State law, by the land acquisition policies in Subpart B of 49 CFR Part 24 and will pay or reimburse property owners for necessary expenses as specified in Subpart B. b. It will provide a relocation assistance program offering the services described in Subpart C and fair and reasonable relocation payments and assistance to displaced persons as required in Subpart D and E of 49 CFR Part 24. c. It will make available within a reasonable period of time prior to displacement, comparable replacement dwellings to displaced persons in accordance with Subpart E of 49 CFR Part 24. 36. Access By Intercity Buses. The airport owner or operator will permit, to the maximum extent practicable, intercity buses or other modes of transportation to have access to the airport; however, it has no obligation to fund special facilities for intercity buses or for other modes of transportation. 37. Disadvantaged Business Enterprises. The sponsor shall not discriminate on the basis of race, color, national origin or sex in the award and performance of any DOT- assisted contract covered by 49 CFR Part 26, or in the award and performance of any concession activity contract covered by 49 CFR Part 23. In addition, the sponsor shall not discriminate on the basis of race, color, national origin or sex in the administration of its DBE and ACDBE programs or the requirements of 49 CFR Parts 23 and 26. The sponsor shall take all necessary and reasonable steps under 49 CFR Parts 23 and 26 to ensure 24 Marana Special Council Meeting 06/28/2016 Page 50 of 224 March, 2014 nondiscrimination in the award and administration of DOT- assisted contracts, and /or concession contracts. The sponsor's DBE and ACDBE programs, as required by 49 CFR Parts 26 and 23, and as approved by DOT, are incorporated by reference in this agreement. Implementation of these programs is a legal obligation and failure to carry out its terms shall be treated as a violation of this agreement. Upon notification to the sponsor of its failure to carry out its approved program, the Department may impose sanctions as provided for under Parts 26 and 23 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and /or the Program Fraud Civil Remedies Act of 1936 (31 U.S.C. 3801). 38. Hangar Construction. If the airport owner or operator and a person who owns an aircraft agree that a hangar is to be constructed at the airport for the aircraft at the aircraft owner's expense, the airport owner or operator will grant to the aircraft owner for the hangar a long term lease that is subject to such terms and conditions on the hangar as the airport owner or operator may impose. 39. Competitive Access. a. If the airport owner or operator of a medium or large hub airport (as defined in section 47102 of title 49, U.S.C.) has been unable to accommodate one or more requests by an air carrier for access to gates or other facilities at that airport in order to allow the air carrier to provide service to the airport or to expand service at the airport, the airport owner or operator shall transmit a report to the Secretary that- 1) Describes the requests; 2) Provides an explanation as to why the requests could not be accommodated; and 3) Provides a time frame within which, if any, the airport will be able to accommodate the requests. b. Such report shall be due on either February 1 or August 1 of each year if the airport has been unable to accommodate the request(s) in the six month period prior to the applicable due date. 25 Marana Special Council Meeting 06/28/2016 Page 51 of 224 March, 2014 FAA Airports /15TO Current FAA Advisory Circulars Required for Use in AIP Funded and PFC Approved Projects Updated: 12/31/2015 View the most current versions of these ACs and any associated changes at: http: / /www.faa.gov/ airports /resources /advisorycirculars NUMBER TITLE 70/7460 -11- Obstruction Marking and Lighting 150/5020 -1 Noise Control and Compatibility Planning for Airports 150/5070 -613 Changes 1- 2 Airport Master Plans 150/5070 -7 Change 1 The Airport System Planning Process 150/5100 -13B Development of State Standards for Nonprimary Airports 150/5200 -28E Notices to Airmen (NOTAMS) for Airport Operators 150/5200 -30C Change 1 Airport Winter Safety And Operations 150/5200 -31C Changes 1 -2 Airport Emergency Plan 150/5210 -5D Painting, Marking, and Lighting of Vehicles Used on an Airport 150/5210 -7D Aircraft Rescue and Fire Fighting Communications 150/5210 -13C Airport Water Rescue Plans and Equipment 150/5210 -14B Aircraft Rescue Fire Fighting Equipment, Tools and Clothing 150/5210 -15A Aircraft Rescue and Firefighting Station Building Design 150/5210 -18A Systems for Interactive Training of Airport Personnel 26 FAA Advisory Circulars Required for Use AIP Funded and PFC Approved Projects Updated 12/31/2015 Marana Special Council Meeting 06/28/2016 Page 52 of 224 NUMBER TITLE 150/5210 -19A Driver's Enhanced Vision System (DEVS) Ground Vehicle Operations on Airports 150/5220 -10E Guide Specification for Aircraft Rescue and Fire Fighting (ARFF) Vehicles 150/5220 -16D Automated Weather Observing Systems (AWOS) for Non - Federal Applications 150/5220 -17B Aircraft Rescue and Fire Fighting (ARFF) Training Facilities 150/5220 -18A Buildings for Storage and Maintenance of Airport Snow and Ice Control Equipment and Materials 150/5220 -20A Airport Snow and Ice Control Equipment 150/5220 -21C Aircraft Boarding Equipment 150/5220 -22B Engineered Materials Arresting Systems (EMAS) for Aircraft Overruns 150/5220 -23 Frangible Connections 150/5220 -24 Foreign Object Debris Detection Equipment 150/5220 -25 Airport Avian Radar Systems 150/5220 -26 Change 1 Airport Ground Vehicle Automatic Dependent Surveillance - Broadcast (ADS -B) Out Squitter Equipment 150/5300 -713 FAA Policy on Facility Relocations Occasioned by Airport Improvements of Changes 150/5300 -13A Change 1 Airport Design 150/5300 -14C Design of Aircraft Deicing Facilities 150/5300 -16A General Guidance and Specifications for Aeronautical Surveys: Establishment of Geodetic Control and Submission to the National Geodetic Survey 150/5300 -17C Standards for Using Remote Sensing Technologies in Airport Surveys 150/5300 -18C Survey and Data Standards for Submission of Aeronautical Data Using Airports GIS 150/5300 -18B Change 1 General Guidance and Specifications for Submission of Aeronautical Surveys to NGS: Field Data Collection and Geographic Information System (GIS) Standards 150/5320 -5D Airport Drainage Design 150/5320 -6E Airport Pavement Design and Evaluation 27 FAA Advisory Circulars Required for Use AIP Funded and PFC Approved Projects Updated 12/31/2015 Marana Special Council Meeting 06/28/2016 Page 53 of 224 NUMBER TITLE 150/5320 -12C Changes 1 -8 Measurement, Construction, and Maintenance of Skid Resistant Airport Pavement Surfaces 150/5320 -15A Management of Airport Industrial Waste 150/5235 -413 Runway Length Requirements for Airport Design 150/5335 -5C Standardized Method of Reporting Airport Pavement Strength - PCN 150/5340 -11- Standards for Airport Markings 150/5340 -5D Segmented Circle Airport Marker System 150/5340 -18F Standards for Airport Sign Systems 150/5340 -26C Maintenance of Airport Visual Aid Facilities 150/5340 -30H Design and Installation Details for Airport Visual Aids 150/5345 -3G Specification for L -821, Panels for the Control of Airport Lighting 150/5345 -513 Circuit Selector Switch 150/5345 -7F Specification for L -824 Underground Electrical Cable for Airport Lighting Circuits 150/5345 -10H Specification for Constant Current Regulators and Regulator Monitors 150/5345 -12F Specification for Airport and Heliport Beacons 150/5345 -13B Specification for L -841 Auxiliary Relay Cabinet Assembly for Pilot Control of Airport Lighting Circuits 150/5345 -26D FAA Specification For L -823 Plug and Receptacle, Cable Connectors 150/5345 -27E Specification for Wind Cone Assemblies 150/5345 -28G Precision Approach Path Indicator (PAPI) Systems 150/5345 -39D Specification for L -853, Runway and Taxiway Retro reflective Markers 150/5345 -42H Specification for Airport Light Bases, Transformer Housings, Junction Boxes, and Accessories 150/5345 -43G Specification for Obstruction Lighting Equipment 150/5345 -44K Specification for Runway and Taxiway Signs 150/5345 -45C Low-Impact Resistant (LI R) Structures 28 FAA Advisory Circulars Required for Use AIP Funded and PFC Approved Projects Updated 12/31/2015 Marana Special Council Meeting 06/28/2016 Page 54 of 224 NUMBER TITLE 150/5345 -46D Specification for Runway and Taxiway Light Fixtures 150/5345 -47C Specification for Series to Series Isolation Transformers for Airport Lighting Systems 150/5345 -49C Specification L -854, Radio Control Equipment 150/5345 -50B Specification for Portable Runway and Taxiway Lights 150/5345 -51B Specification for Discharge -Type Flashing Light Equipment 150/5345 -52A Generic Visual Glideslope Indicators (GVGI) 150/5345 -53D Airport Lighting Equipment Certification Program 150/5345 -54B Specification for L -884, Power and Control Unit for Land and Hold Short Lighting Systems 150/5345 -55A Specification for L -893, Lighted Visual Aid to Indicate Temporary Runway Closure 150/5345 -56B Specification for L -890 Airport Lighting Control and Monitoring System (ALCMS) 150/5360 -12F Airport Signing and Graphics 150/5360 -13 Change 1 Planning and Design Guidelines for Airport Terminal Facilities 150/5360 -14 Access to Airports By Individuals With Disabilities 150/5370 -2F Operational Safety on Airports During Construction 150/5370 -10G Standards for Specifying Construction of Airports 150/5370 -11B Use of Nondestructive Testing in the Evaluation of Airport Pavements 150/5370 -13A Off -Peak Construction of Airport Pavements Using Hot -Mix Asphalt 150/5370 -15B Airside Applications for Artificial Turf 150/5370 -16 Rapid Construction of Rigid (Portland Cement Concrete) Airfield Pavements 150/5370 -17 Airside Use of Heated Pavement Systems 150/5380 -6C Guidelines and Procedures for Maintenance of Airport Pavements 150/5380 -9 Guidelines and Procedures for Measuring Airfield Pavement Roughness 150/5390 -2C Heliport Design 29 FAA Advisory Circulars Required for Use AIP Funded and PFC Approved Projects Updated 12/31/2015 Marana Special Council Meeting 06/28/2016 Page 55 of 224 NUMBER 11TLE 150/5395 -1A Seaplane Bases 30 FAA Advisory Circulars Required for Use AIP Funded and PFC Approved Projects Updated 12/31/2015 Marana Special Council Meeting 06/28/2016 Page 56 of 224 THE FOLLOWING ADDITIONAL APPLY TO AIP PROJECTS ONLY Updated: 12/31/2015 NUMBER TITLE 150/5100 -14E, Change 1 Architectural, Engineering, and Planning Consultant Services for Airport Grant Projects 150/5100 -17 Changes 1 - 6 Land Acquisition and Relocation Assistance for Airport Improvement Program Assisted Projects 150/5300 -15A Use of Value Engineering for Engineering Design of Airports Grant Projects 150/5320 -17A Airfield Pavement Surface Evaluation and Rating (PASER) Manuals 150/5370 -128 Quality Management for Federally Funded Airport Construction Projects 150/5380 -6C Guidelines and Procedures for Maintenance of Airport Pavements 150/5380 -713 Airport Pavement Management Program 150/5380 -9 Guidelines and Procedures for Measuring Airfield Pavement Roughness 31 Marana Special Council Meeting 06/28/2016 Page 57 F133 &15 5jL,"WUm CAUddl Tv _d 3Y All SiNWIWO 3S SO rTVNOiM 0-0 go ON 0 (900a ij 11 IV --------� _-'~____--����°°~- �`4/ _---_-___--_�~~~, X 1 01I ;UD*OA 6, . /,0 */ , ILI 6U 0% Sz ZE "A 14 Poumo 601 U1 P-0 AlMWd ' —_. - _--'— . . _ ' — Ut MP AID SVC 3111 NO --,kg C[7—AOZ[ddV zl�� V7— lit 5499 111111 TFd(1 az 4� m ------ 'AG '1YA08ddV 80:1 it 01, 4A le Warr) ommDum fik.9LfTZ.CL.LII d), F 4F NJ Al, j 9 t e ML LM Uo PM�Abjl (P I - P a - j -t�/ W AY SOYSI - 3 54 � 611P.3 1v Mill"D xPF &W-111,111 + 7;-- .-- E] - G'SZOZ '13 o vA un " j'n,j' tz� � / , v 1 Terminal Apron (344,700 Ft .2) r77� 2 Parking Apron (275,550 Ft .2) F71 3 Parking Apron (155,250 Ft .2) 4 Taxiway B (45,500 Ft .2) 5 West Helicopter Apron (168,500 Ft .2) 6 Parking Apron (109,200 Ft .2) Removal of Permanent Only (RVZ Conflict) N WE S 0 100 200 400 Feet Nam MMWLB NOW— a r. Marana Special Council Meeting 06/28/20164 ,.4 -'a 2. s" - -- . _ — - r . -- _. dl - -- ter. Or ik r .l.. Pit y R r 8 _ 1 � +i �'�rrn. 11M'r�r �e�l�(li ' #IrMY!'rF ■h ... _. .. 1 � I� O Page 59 of 2241' Printed by: bcanale Path: U: \Airport\2016_Airport_Areas.mxd © Town of Marana 4/15/2016 % 1 N1 1 9 7 i 10 T(3S_.T I; - Council - Special Meeting C6 Meeting Date: 06/28/2016 To: Mayor and Council From: Jane Fairall, Deputy Town Attorney Date: June 28, 2016 Strategic Plan Focus Area: Not Applicable Subject: Ordinance No. 2016.010: Relating to Business Regulations; amending Town Code Title 9 (Business Regulations) by revising section 9 -4 -9 (Massage establishment license application; separate license; husband and wife; additional requirements) to amend requirements for proof of land ownership in massage establishment license applications; and designating an effective date (Jane Fairall) Discussion: On February 15, 2011, the Town Council adopted Ordinance No. 2011.0 1, amending the Town Code to add Chapter 9 -4 related to the regulation and licensing of massage establishments. Subsequently, in 2011 and 2012, the Council revised Chapter 9 -4 in response to enforcement issues and a comprehensive review of the Code provisions by the Police, Finance and Legal Departments. The purpose of Chapter 9 -4 is to continue to enhance the professionalism of the massage service industry, to protect the health and safety of the public, and to assure the integrity of the massage service industry by reducing unprofessional practices. The proposed ordinance on tonight's agenda would remove a requirement that all massage establishment applicants provide a copy of the recorded deed for the property where the business operates to the Town as part of the application packet. Town staff has found that this requirement is unnecessary in most cases, as long as the applicant is able to provide a lease agreement or other documentation evidencing the applicant's right to use the property for a massage establishment. The proposed revision would allow the Town's license inspector to require a copy of the deed if necessary, but would no longer make it a mandatory part of the application. Staff Recommendation: Marana Special Council Meeting 06/28/2016 Page 60 of 224 Staff recommends approval of the revision to Town Code section 9 -4 -9. Suggested Motion: I move to adopt Ordinance No. 2016.010, amending Town Code Title 9 by revising section 9 -4 -9 to update requirements for proof of land ownership in massage establishment license applications; and designating an effective date. Attachments Ordinance No. 2016.010 Marana Special Council Meeting 06/28/2016 Page 61 of 224 MARANA ORDINANCE NO. 20169010 RELATING TO BUSINESS REGULATIONS; AMENDING TOWN CODE TITLE 9 (BUSINESS REGULATIONS) BY REVISING SECTION 9 -4 -9 (MASSAGE ESTABLISHMENT LICENSE APPLICATION; SEPARATE LICENSE; HUSBAND AND WIFE; ADDITIONAL REQUIREMENTS) TO AMEND REQUIREMENTS FOR PROOF OF LAND OWNERSHIP IN MASSAGE ESTABLISHMENT LICENSE APPLICATIONS; AND DESIGNATING AN EFFECTIVE DATE WHEREAS the Town is authorized by A.R.S. § 32 -4258 to adopt and enforce regulations affecting the establishments, locations and settings in which individuals, entities and businesses engage in the practice of massage therapy; and WHEREAS the Town Council finds that the regulations established by this ordinance are necessary for the public health, safety and general welfare of the Town of Marana. NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, as follows: SECTION 1. Marana Town Code Title 9 (Business Regulations) is hereby amended to revise section 9 -4 -9 (Massage establishment license application; separate license; husband and wife; additional requirements) as follows (with deletions shown with and additions shown with double underlining) 9 -4 -9 Massage establishment license application; separate license; husband and wife; additional requirements A. Each application for a massage establishment license shall consist of, as applicable, the following: [Subparagraphs 1 through 20 remain unchanged] 21. Written pv ^^f of + f he 1a� proof evidencing the legally enforceable right of the applicant to have or obtain the use and possession of the tract of land on which the establishment is to be situated for the purpose of the operation of the massage establishment, in the form of a lease, purchase contract, purchase option contract, lease option contract or other similar documents. The license 00047201.DOCX /1 Marana Ordinance No. 2016.010 - 1 - Marana Special Council Meeting 06/28/2016 Page 62 of 224 inspector may also require proof of the current fee ownership of the tract of land in the form of a copy of the recorded deed. [Paragraphs B and C remain unchanged] SECTION 2. The various town officers and employees are authorized and directed to perform all acts necessary or desirable to give effect to this ordinance. SECTION 3. 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 4. 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 5. This ordinance shall become effective on the thirty -first day after its adoption. PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, this 28 th day of June, 2016. Mayor Ed Honea ATTEST: Jocelyn C. Bronson, Town Clerk 00047201.DOCX /1 Marana Ordinance No. 2015.010 -2- Marana Special Council Meeting 06/28/2016 APPROVED AS TO FORM: Frank Cassidy, Town Attorney Page 63 of 224 f ' 9 I i 10 T(3S_.T 1; - Council - Special Meeting Al Meeting Date: 06/28/2016 To: Mayor and Council From: Keith Brann, Town Engineer Date: June 28, 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. 2016.011: 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 -073: Relating to Development; declaring as a public record filed Marana Special Council Meeting 06/28/2016 Page 64 of 224 with the Town Clerk the amendments adopted by Ordinance No. 2016.011, adopting the 2016 Marana Subdivision Street Standards and the 2016 Marana Standard Details (Keith Brann) Discussion: This item was presented at the June 21 council meeting, and was continued to tonight's meeting to address an issue raised by the Southern Arizona Home Builders Association (SAHBA) and some of its members. The concern is based on lower local drainage capacity of subdivision streets under the new standards. The 2004 standards allowed the use of a five -inch rolled curb. The new standards allow no higher than a four -inch rolled curb, to accommodate lower clearances on newer cars. The lost inch of curb height in the new standards significantly reduces the streets' drainage capacity. To address SAHBA's concerns, staff has proposed the addition of a new Section 8 of the adopting ordinance, allowing five -inch rolled curbs in subdivisions constructed pursuant to a preliminary plat submitted on or before today -- June 28, 2016. With this change, already- designed and submitted preliminary plats will avoid having to be redesigned to address the change in drainage capacity of subdivision streets. If adopted in this form, the ordinance will require subdivisions submitted after today to meet the four -inch rolled curb requirement. The only other change to the ordinance is the effective date, which has now been moved back one week to August 1, 2016. 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 2016.011 and Resolution 2016 -073, adopting the 2016 Marana Subdivision Street Standards and Marana Standard Details and making them a public record. Suggested Motion: I move to adopt Ordinance 2016.011 and Resolution 2016 -073, adopting the 2016 Marana Subdivision Street Standards and Marana Standard Details and making them a public record. Attachments Ordinance No. 2016.011 Resolution No. 2016 -073 Marana Special Council Meeting 06/28/2016 Page 65 of 224 Rso Exh A Standards Rso ExhB 1 details cover Rso ExhB2 details 100 series Rso ExhB3 details 500 series Rso ExhB4 details 600 series Rso ExhB 5 details 700 series Substantive Changes Comments Redline old to new standards Marana Special Council Meeting 06/28/2016 Page 66 of 224 MARANA ORDINANCE NO. 20169011 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 -073; 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. Except as set forth in Section 8 below, 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 of this ordinance shall be revised to bring them into 00047117.DOCX /2 Marana Ordinance 2016.011 - 1 - 6/22/2016 11:06 AM FJC Marana Special Council Meeting 06/28/2016 Page 67 of 224 compliance with the 2016 Subdivision Street Standards Manual and 2016 Marana Standard Details. SECTION 7. Except as set forth in Section 8 below, 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. Any subdivision constructed pursuant to a preliminary plat submitted on or before June 28, 2016 may continue to utilize the five -inch rolled curb option from the 2004 subdivision street standards, so long as no substantive changes are made to the preliminary plat after June 28, 2016. SECTION 9. This ordinance is effective on August 1, 2016. PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF MARANA, ARIZONA, this 28 day of June, 2016. Mayor Ed Honea ATTEST: Jocelyn C. Bronson, Town Clerk APPROVED AS TO FORM: Frank Cassidy, Town Attorney 00047117.DOCX /2 Marana Ordinance 2016.011 -2- 6/22/2016 11:06 AM FJC Marana Special Council Meeting 06/28/2016 Page 68 of 224 MARANA RESOLUTION NO. 2016-073 RELATING TO DEVELOPMENT; DECLARING AS A PUBLIC RECORD FILED WITH THE TOWN CLERK THE AMENDMENTS ADOPTED BY ORDINANCE NO. 2016.011 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 28 day of June, 2016. Mayor Ed Honea ATTEST: Jocelyn C. Bronson, Town Clerk 00047115.DOCX /2 Resolution No. 2016 -073 Marana Special Council Meeting 06/28/2016 APPROVED AS TO FORM: Frank Cassidy, Town Attorney 6/22/2016 8:46 AM FJC Page 69 of 224 N o\ 9 MARANA Iq IZOS R get SS� S�3s��v xsxotA S AN� NX0 � gSPN� �UW 20 Marana Special Council Meeting 06/28/2016 Page 70 of 224 �w N �F 1 1 9 MARANA � L \ AMWA �R1z0N� TOWN OF MARANA 11555 West Civic Center Drive Marana, AZ 85653 (520) 382 -1999 1 maranaaz.gov Marana Special Council Meeting 06/28/2016 Page 71 of 224 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 -i- Marana Special Council Meeting 06/28/2016 Page 72 of 224 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 -ii- Marana Special Council Meeting 06/28/2016 Page 73 of 224 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 - -1 -- Marana Special Council Meeting 06/28/2016 Page 74 of 224 • 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. - -2 -- Marana Special Council Meeting 06/28/2016 Page 75 of 224 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. - -3 -- Marana Special Council Meeting 06/28/2016 Page 76 of 224 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, - -4 -- Marana Special Council Meeting 06/28/2016 Page 77 of 224 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. - -5 -- Marana Special Council Meeting 06/28/2016 Page 78 of 224 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 - -6 -- Marana Special Council Meeting 06/28/2016 Page 79 of 224 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. - -7 -- Marana Special Council Meeting 06/28/2016 Page 80 of 224 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. - -g -- Marana Special Council Meeting 06/28/2016 Page 81 of 224 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 - -9 -- Marana Special Council Meeting 06/28/2016 Page 82 of 224 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. - -10 -- Marana Special Council Meeting 06/28/2016 Page 83 of 224 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. - -11 -- Marana Special Council Meeting 06/28/2016 Page 84 of 224 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. - -12 -- Marana Special Council Meeting 06/28/2016 Page 85 of 224 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 -- 13 -- Marana Special Council Meeting 06/28/2016 Page 86 of 224 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 - -14 -- Marana Special Council Meeting 06/28/2016 Page 87 of 224 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. -- 15 -- Marana Special Council Meeting 06/28/2016 Page 88 of 224 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. - -16 -- Marana Special Council Meeting 06/28/2016 Page 89 of 224 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. - -17 -- Marana Special Council Meeting 06/28/2016 Page 90 of 224 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. -- 18 -- Marana Special Council Meeting 06/28/2016 Page 91 of 224 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. - -19 -- Marana Special Council Meeting 06/28/2016 Page 92 of 224 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): - -20 -- Marana Special Council Meeting 06/28/2016 Page 93 of 224 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. - -21 -- Marana Special Council Meeting 06/28/2016 Page 94 of 224 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. - -22 -- Marana Special Council Meeting 06/28/2016 Page 95 of 224 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 Special Council Meeting 06/28/2016 Page 96 of 224 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 Special Council Meeting 06/28/2016 Page 97 of 224 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 Special Council Meeting 06/28/2016 Page 98 of 224 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 Special Council Meeting 06/28/2016 Page 99 of 224 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 Special Council Meeting 06/28/2016 Page 100 of 224 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 Special Council Meeting 06/28/2016 Page 101 of 224 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: AUGUST 1, 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 N N 0 0) m n 3 qk 10' PUBLIC 10' PUBLIC UTILITY, UTILITY, ROADWAY ROADWAY MAINTENANCE MAINTENANCE & SIGNAGE & SIGNAGE EASEMENT EASEMENT I R/W R/W I 42' R W I I 5' 6 10' 10' 6 5 � 1.0' ON" 1.0 I PARK LANE ' LANE PARK FIRE APPARATUS I I LANE _ 2' WIDE JOINT UTILITY TRENCH y 2.00 2.00% Z . u /0 I I I I 6' 10' I L ° ° J O 7 W S 5' SIDEWALK PAG STD DTL NO. 200 (TYP) 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 WITHIN FIRE APPARATUS LANE AREA 4. MAC TYPE C ROLLED CURB SHALL BE USED ON THE HIGH SIDE OF SUPERELEVATED SECTIONS EXPIRES 6/30/2019 APPROVED FOR DISTRIBUTION (ogs siono/ e n9/ `tea %c r y 4084 K H WARD Keith E. Brann, P.E. BRANNI / / ,I re D Town Engineer 9R�Z0NA, v5P AAX 24" ROLL CURB AND GUTTER MAC STD DTL NO. 220, TYPE D 3• � M � qX NOT TO SCALE N 0 m 0 CD 5' PUBLIC 5' PUBLIC U TI LI TY, U TI LI TY, ROADWAY ROADWAY MAINTENANCE MAINTENANCE EASEMENT EASEMENT I I R/W 1 R/W 1 52' R W 1 0 , 4 6 6 10 10 6 6 4 01 PARK LANE ' LANE PARK 1 I FIRE APPARATUS ' 1 Mq 1 LANE I �. _ I 0 0 MPS I 2.00% 2.00% 4' SIDEWALK PCDOT STD DTL NO. 200 (TYP) 1 1 6' 10' BOTH SIDES 1 00 1 0 2' WIDE JOINT S W UTILITY TRENCH 1. ROLLED CURB SHALL NOT BE UTILIZED WITHIN FIRE APPARATUS LANE AREA 2. MAG TYPE C ROLLED CURB SHALL BE USED ON THE HIGH SIDE OF SUPERELEVATED SECTIONS APPROVED FOR DISTRIBUTION: Keith E. Brann, P.E., Town Engineer EXPIRES 6/30/2019 NOT TO SCALE 5" 5" 5.00" \ clq .5 4" MAX d- . 6 a. • 1/2" BATTER OPTIONAL 24" 24" ROLL CURB AND GUTTER \MAG STD DTL NO. 220, TYPE D,,- N N 0 0 CD 10' PUBLIC 10' PUBLIC UTILITY, UTILITY, ROADWAY ROADWAY MAINTENANCE MAINTENANCE & SIGNAGE & SIGNAGE I EASEMENT EASEMENT I R/W R W 5 4 ' R W / I 2' 2' I I � I I SHOULDER SHOULDER 10 10 I I SLOPE ' 2.5' TO 4' -8' LANE LANE 4' -8' 2.5' TO SLOPE ESMT.* 6.5' ' 6.5' ESMT.* No I t, M. I 6' 10' O 24 MOUNTABLE CURB SEE DETAI S W 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 APPROVED FOR DISTRIBUTION f n9i t O wN OF STANDARD DETAIL DETAIL NO: gs sonal %c re y 4084 n o \ K WARD LOCAL STREET MOUNTAINOUS TERRAIN 100 -2 Keith E. Brann, P.E., BRANN , ( 9 MARANA 7 Town Engineer o S14ne ZONAl vsP glPizoN�' DATE: 3/4/2004 REVISED: 8/1 /2016 SHEET 1 OF 1 N LO 0 0) 30' COMMON AREA MINIMUM HEADER CURB PER PAG STD DTL NO. 213 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 N N O co O N 0) n N N O ti O T l- N 0) (u n 60' R/W R/W 10' PUBLIC UTILITY ' I EASMENT 4' 6' 2.5' 2.5' I 17' 17' 1 0.5' � 1 7' 12' 12' 7' 3. 1 1 MULTI LANE LANE MULTI ti1,q ' USE USE 2.07 2.0 cv �••� .i. : f: r:•+ " All i' 4' SIDEWALK PAG mow IN" mow VARIES, 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 N N O co O T l- N 0) (u n NORMAL STREET SECTION 30' COMMON AREA MINIMUM 5' 10' 10' 5' UTI L. LANE LANE UTI L. CORR. 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 CORR. I 4' I 4.00% 0 CONCRETE HEADER PER PAG STD DTL NO 213 MINIMUM 3' DEPTH i i 5' � UTI L. CORR. 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 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� 2.0% 4.0 3• � 6 :1 6 � M PS M�k 4• MPX 2' THICKENED �1qX 4:1 �• MPX EDGE PAVEMENT THICKNESS PLUS 3 INCHES 8„ 4" 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 ' ullal fn tO OF STANDARD DETAIL DETAIL NO: � %c re y 4084 n o \ /--, - m K WARD 2 —LANE RURAL COLLECTOR 110-1 Keith E. Brann, P.E., BRANN , ( 9 MARANA 7 Town Engineer � o S�4ne � �R'ZONA, vs'V glPizoN�' DATE: 2 1 6 2007 REVISED: 8/l/ 2016 SHEET 1 OF 1 N N O m O T l- a) 0) cu 0- 90' R/W MINIMUM 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 R/W UTILITY CORRIDOR 1.5' 5' 6' 2.5' 7 3.1 MUL ti � us[ MPS 2 SIDEWALK PER PAG STD DTL NO. 200 TYP BOTH SIDES VERTICAL CURB PER PAG 13' 20' LANE MEDIAN 1' 2.00% STD DTL NO. 209 TYPE 1(G) BOTH SIDES %irnT 1/ - %AI inn nrn MA/� 28' 28' 2.5'. 13' 7' LANE MULT USE 1 I 2.00% R/W UTI LITY CORRIDOR 6' 5' 1.5' � M PS 3'7 UTILITY i � CORRIDOR 2'5 10' 1.5' MULTI P y, USE SHARED —USE PATH MAX ALTERNATE SHARED —USE PATH N N O O CD co 0 N co N co O CD a U O U �U r co N N O N 0) (u n 90' R/W MINIMUM R/W UTI LITY 1.5 S' 6' 2.5 i 3•� M � PX 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 N N O N a) 0) (u n 110' R/W MINIMUM (COLLECTOR) 150 R/W MINIMUM ARTERIAL 1 R/W R/W CORRIDOR 1 .5' 5' 6' 2.5 30' I 7' as 12' MULTI LANE MqX USE MP S _,; I ?.o% � • a•M 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 AT no Mom 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 co 0 N co N co 0 0) a) a) U O U m U r co m N N O (y) N 0) (u n 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 N N O N 0) (u n 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% T I ljR.yi: 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 o � C) 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: � %c re y 4084 n o \ K WARD EYEBROW KNUCKLE 170 -1 Keith E. Brann P.E. BRANN 9 M� NA Town Engineer °s`gne � �R'zo►vA, vsP glPizoN�' DATE: 3/4/2004 REVISED: 8/ 6 SHEET 1 OF 1 N N O LO N 0) 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 N N O co N 0) m a_ 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 4 NO PARKING PARKING ALLOWED BASED ON SECTION EXPIRES 6/30/2019 NOT TO SCALE APPROVED FOR DISTRIBUTION ss onal fn tO OF STANDARD DETAIL DETAIL NO: � %c re y 4084 n o \ K WARD v ' e e STANDARD CUL —DE —SAC 170 -3 Keith E. Brann, P.E. BRANN 9 M R N a Town Engineer �°Sige R'ZONA, �s. gRIZON�' DATE: 3 4/2004 REVISED: 8/ 6 SHEET 1 OF 1 N 0 ti a) 0) cu 0- 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 CIA N 0 co a) 0) m a_ 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 N 0 rn a) 0) m a_ 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. 42' 0) m n co APPROVED FOR DISTRIBUTION: Keith E. Brann, P.E., z Q o �_ TE Ann onov I LIVII VIW I PAVEMENT EXPIRES 6/30/2019 NOT TO SCALE 0 N co N 0 0) a) a) U O U m U r co m 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 P < Gj P � �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 w Q w 0 0 co 42' 51 — SURVEY MONUMENT wl U O o � CD 0 f 130' "T" TURNAROUND NOT TO SCALE N 0 N a) 0) a_ 1. DETAIL IS BASED ON STANDARD STREET SECTION 100 -1, MAY NEED TO BE MODIFIED FOR DIFFERENT STREET SECTIONS m � m U � 42' — — — — J � CURB TRANSITION m J PAG D ETAI L 210 2 p 0 z— m F — F ° > O, 0 Lij U m � R0 :2 0 0 1-- m 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 \ K WARD v ' e e � TURNAROUNDS 170 -7 Keith E. Brann, P. E. BRANN ; 1� 9 M R N a Town Engineer .�°s`gne P. � R'zo►vA. \)s gRIZON�' DATE: 3/4/2004 REVISED: 8/1 2016 SHEET 2 OF 2 N 0 N N N 0) (u 0- N N O (Y) N T l- N 0) (u n 13 FEET MIN IMUM STREET CENTERLINE OFFSET w z_ U w w cn I zl J I W z w U � I \ W W \ co 0 N co N co O 0) N N U O U m U r co m 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 N N O N N 0) (u n CENTERLINE �v V 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 N N O N N 0) m a_ NEAR SIDE SIGHT i oo 00 � VISIBILITY TRIANGLE SUBDIVISION STREET STANDARDS i FAR SIDE SIGHT EXPIRES 6/30/2019 i NOT TO SCALE VISIBILITY TRIANGLE FAR SIDE SIGHT tOwN OF STANDARD DETAIL DETAIL NO: I b NEAR SIDE SIGHT VISIBILITY TRIANGLE i \ VISIBILITY TRIANGLE Keith E. Brann, P.E. BRANN ; 9 7 Town Engineer .�°s`gne A R'ZONA, v). gRIN�' E DATE: 3/4/2004 REVISED: 8/ SHEET 2 OF 3 NEAR SIDE SIGHT � � FAR SIDE SIGHT VISIBILITY TRIANGLE VISIBILITY TRIANGLE FAR SIDE SIGHT � VISIBILITY TRIANGLE NEAR SIDE SIGHT 00 i VISIBILITY TRIANGLE N O N N 0) (u 0- 0 N co O 0) a) U O U cu U Q_ U) cu c cu cu 1. THIS DETAIL SUPERSEDES PRIOR SUBDIVISION STREET STANDARDS i DETAIL NUMBER 14. EXPIRES 6/30/2019 i NOT TO SCALE APPROVED FOR DISTRIBUTION 000 ullal fn tOwN OF STANDARD DETAIL DETAIL NO: %c re y 4084 n K WARD o \ TYPICAL SIGHT VISIBILITY TRIANGLES 190 -3 Keith E. Brann, P.E. BRANN ; 9 7 Town Engineer .�°s`gne A R'ZONA, v). gRIN�' E DATE: 3/4/2004 REVISED: 8/ SHEET 2 OF 3 N O N N 0) (u 0- 0 N co O 0) a) U O U cu U Q_ U) cu c cu cu N N O ti N T l- N 0) (u n \ NFgR lo All THRU \ RE \ RF �\ FME NT 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 COMMON AREA L ------- - - - - -- - -- I COMMON AREA -------------- w I \\ - - -- --------- - - - - -- I - - -- - - - - - -- 0I o I I I \ o I I O I ( 0 I I — - - - - - - - - - — — — — — — — — -L --- - ------------------- 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 f n9i tO OF STANDARD DETAIL DETAIL NO: gs sonal y 4084 n o \ K WARD TYPICAL STREET EASEMENTS 190 -4 Keith E. Brann, P.E. BRANN ; 1� 9 M R N a Town Engineer �°s`gne R'ZONA, �s. gRIZON�' DATE: 8/1 /2016 L REVISED: SHEET 1 OF 1 N co 0) 0- 0 N co N O 0) a) U 0 U cu U r U) cu c cu cu I - - -- - - - - - -- I I z zz n I I > 0 m II I m I j I I I j ~0 4 — — — — — — — — — — — — — — — — — — — — — --- -- - - - - -- ---- - - - - -, RESIDENTIAL COLLECTOR COLLECTOR OR ARTERIAL ROADWAY EXPIRES 6/30/2019 NOT TO SCALE APPROVED FOR DISTRIBUTION f n9i tO OF STANDARD DETAIL DETAIL NO: gs sonal y 4084 n o \ K WARD TYPICAL STREET EASEMENTS 190 -4 Keith E. Brann, P.E. BRANN ; 1� 9 M R N a Town Engineer �°s`gne R'ZONA, �s. gRIZON�' DATE: 8/1 /2016 L REVISED: SHEET 1 OF 1 N co 0) 0- 0 N co N O 0) a) U 0 U cu U r U) cu c cu cu 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 1 r --- R Rw — k v gr w - w T'Of cn R� --R -R �— C4 � i ; I I I U- 1 -1-41' ji 111H i R Rw 11A] — � RW C 13 PI 1� B B --�- S -S -S g g g LEGEND 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 c� -0 Rw CD I A i i — 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 /�AX TRANSITION CURB 1:10 TO MEET RAM P � VERTICAL CURB 5' 5' 5' MIN. 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. 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 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. 8. GUTTER SHALL PROVIDE SMOOTH TRANSITION TO RAMPS. TRANSITION CURB TO MEET RAMP MAINTAIN FLOWLI N E USE 1" DEPRESSED VERTICAL CURB N 0 0 m 0 CD 61010040 , .1111orm l1�1 ''•�.�..�.� MEDIUM BROOM FINISH PERPENDICULAR TO SLOPE MEDIUM BRL�IV 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 91 N OTES : 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 CIA N 0 a) CD A' n" KAIKI i nr\inir\ir\ G , n „ FRONT END VIEW RAMP WITH WING RAMP WITH RETURNED CURB 5' MIN. 6' 5' MIN. 6' RIGHT OF WAY MIN. LANDING MIN, SI DEWALK D SIDEWALK 'ER STREET 1;12 0 1 PER STREET SECTION 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 a' FINISH PERPENDICULAR . TO SLOPE a 6 %18" HEADER CURB 6" MIN. PREPARED SUBGRADE PER PAG SPECIFICATION 908 2 -24 "00" 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 l 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 N N 0 a) 0) m a_ 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' MIN. MIN. A rA .......... / TYPE 3 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 �gssional e n . 9 �h `te %c re o @� y 4084 K H WARD Keith E. Brann, P.E. BRANNI / / ,I re � , • Town Engineer 9R�ZONA, v5P 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 N N 0 a) 0) a_ co 0 co N co O 0) a) U 0 U m U r U) 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 LO A STREET A 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 �gssional e n . 9 �h `te %c re o @� y 4084 K H WARD Keith E. Brann, P.E. BRANNI / / ,I re � , • Town Engineer 9R�ZONA, v5P 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 N N 0 a) 0) a_ co 0 co N co O 0) a) U 0 U m U r U) 1. GRADES ON SIDEWALKS LEADING TO AND FROM THE RAMPS SHALL FOLLOW CURB GRADES. 5' -0" 6' -15' VARIES 6 " SEE NOTE 8 1:50 MAX -04 A MIN. TEX WAY PANEL B WIDTH VARIES MEDIUM BROOM FINISH a a a . PERPENDICULAR TO SLOPE ° °a ° ° 6" MIN. PREPARED SUBGRADE- DEPRESSED PER PC /COT STD. 908 BARRIER CURB MAINTAIN FLOWLINE A 1:50 MAXIMUM SLOPE B 1:12 MAXIMUM SLOPE, SEE NOTE 8 APPROVED FOR DISTRIBUTION: Keith E. Brann, P.E., Town Engineer EXPIRES 6/30/2019 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. 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 N N O a) 0) m a_ 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 ALL IRRIGATION LINES GREATER THAN 3/4" 36" ROOT BARRIER 20'+ � MEDIAN � 1 � Emig(] 5mm N 0 a) EARTHWORK /BELOW ROCK MULCH. APPROVED FOR DISTRIBUTION: Keith E. Brann, P.E., Town Engineer ALL IRRIGATION LINES GREATER THAN 3/4" 36" ROOT BARRIER SIDEWALK IRRIGATION LINE CURB 5' 5' STREET ROOT BARRIER EXPIRES 6/30/2019 NOT TO SCALE 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 A Do WD 6n �� j � 1 i APPRO FOR D I STRIBUT ION, - MARANA SUBDINASION STREET STANDARDS DETAIL NC: } 'DD -1 1 ' - -- ROUNDABOUT 7 eith E. Bran n, Acting 9 tin Town Engineer DATE 9/14/05 R EVISED- SHEET 1 OF 3 Marana Special C Page 136 of 224 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 14 0M xze Marana Speci MARANA SUBDIVISION STREET STANDARDS ROUNDABOUT OAT£; 9/14/05 I REVkSED: DETAIL NO dell i SHEET 3 OF 3 Page 138 of 224 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 t inl arTro *pec�ra i i eeting 06/28/2016 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 SCOTT A. u .1 ............. ..... . .... 7 I 9 MAR ANA 7 Keith E. Brann, P. E. Date Town NEwdgiiseeral Council Meeting 06/28/2016 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 rW cial Council Meeting 06/28/2016 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. 18. 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. 138 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 Fm0 13Icial Council Meeting 06/28/2016 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. 28. 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@10"cial Council Meeting 06/28/2016 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 . . � ... _ .. - _'_ _ _'_ _ _ . - 0,�. v 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 �xor� DATE: 4/14/06 REVISED: DETAIL NQ: 730 -409 Pale XT2214 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 agnb Feeting 06/28/2016 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 A c t in tlar�uvjM�ecEah Meeting 06/28/2016 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 " • � i eeting 06/28/2016 $� A c t i n ar e �hff 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 a of ooa 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. 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 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 jarfffVMe� Meeting 06/28/2016 ••� _.Ot* Emergency Vehicle Preemption Equipment (Typ.) No Video Detector (Typ -) 40" Type Q Pale 40' Mast Arm Not To Scale Bracket \15' (M \$t — 1 5' 2' (Min. 0 z i W cn 2' (Min.) / 20 LO 1 (Min.)., + +�, „- 5TREEt NAME 4.' (Typ.) 8" M in Pedestrian Signal (Typ.) Pedestrian 0 Kush Button andhole, Sidewalk Side (Typ.) Street Sidewalk Side Side \15' (M \$t — 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 t IarT mecE*Qfip Meeting 06/28/2016 ,$ nod 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 ec ffW�peeting 06/28/2016, . 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 ec ffW�peeting 06/28/2016, . 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 tin jar` %*Ve i W410eeting 06/28/2016 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 tin jar` %*Ve i W410eeting 06/28/2016 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&WSAecLb Fleeting 06/28/2016 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 T1NNF MARANA WE LESKA ... ARA 730 -701 Keith E. Brann, P.E. Date TYPICAL TRAFFIC SIGNAL CONDUIT SCHEMATIC Town nfirs ::t �,: . al Council Meeting 06/28/2016 i nu, bl "r � 1 r) ,& TP nQ MO lAr, I c)rwicurt. niz /ter% lAr, F c• 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 FOR DI IBI*1TIC N: 6/20 /2006 Keith E. Brann P.E., Bate TOWn "E � " rCouncil Meeting 06/28/2016 g I 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 I 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. Blrann P.E., to . Mar na e it Meetin 06/28/ Acting i ow l `�nglne r g � 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.) TYPICAL_ 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 lzbtAA DATE: 9/9/05 REVISED: SHEET 1 OF 1 WIRE LAYOUT Not To Scale 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 Scale - 8' Min. See NOTE 6 w i Y 4 " Wide X2" Deep Slot See NOTE 1 /4\5* SAWC 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 /2005 38119 SCOTr A. K E . Brann, P ° ' . a` ' °rya . ►s B' X 6' U Data ar a S e I Council Meeting 06/28/2016 A c tin `r- ng ln e O s ' N ,xo DATE: 9/9/08 C Existing-' PCC or AC Y4" Sawcut �- 4,- . • , +pl � ` - • �� M 4 •, 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 angles n loop run. i 0 the requirements of Detail 2 when an overlay or top course is installed /constructed. 2. One loop detector shall be installed per lane and it shall be located in the center of the lane. 5. No s 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 9/9/2005 11 9 scorn X � " 9 ; } 'R � � !'7 ". LO( kDATE, Ke ith E. Brann P.E. Date i ACt n ar AecNC i i1 Meeting 06/28/2016 ON � ��z�ta 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 P E., Cute Act a Meeting 06/28/2016 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 - fivftec rimweeting 06/28/2016 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 - fivftec rimweeting 06/28/2016 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 ti j Meeting 06/28/2016 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. 13 2 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 arTr qec""L6Feeting 06/28/2016 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. Keith E. Brann, P,E., Date Actin y arTuq0qec jnvibVeefing 06/28/2016 " 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 Ila r 'sec nr Meeting 06/28/2016 ** 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 y ar &Vfffle Lc-� §J hrCs6 Meeting 06/28/2016 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. Q t Y . Description 1 1 Pole Top Mtd. Terminal Compartment. (T.S. 10-- 4 ** 2 2 1Y2" Pipe Niepl 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 c tjntlarT pec �fip Fleeting 06/28/2016 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 larp0qAVe(icA §Mr J0eeting 06/28/2016 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. K eith E. BrCl �.�., � Ls�ca 9 ��;��F�:ry "��►Ffiry',W�u 7 Mar na Spe t angineer ' I Cquncil Meeting 06/28/2016 Acting Town P ,, " , N rzo1A 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 (Space I L , J Thermostat - — and Fuses IBatteryl ISpace I E L_ — —` a n bower F IBattery I Back ISpae I UPS ICS�oo L J L--J I=an i IBatteryl Neutral (Space � 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. K eith E. BrCl �.�., � Ls�ca 9 ��;��F�:ry "��►Ffiry',W�u 7 Mar na Spe t angineer ' I Cquncil Meeting 06/28/2016 Acting Town P ,, " , N rzo1A 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 Actin �a T8 e6phig g Meeting 06/28/2016 ale . +ice Ground Rod To Control Cabinet 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 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 MOUNTING SLOT DETAIL t,ric.;F DVI L Installation Use 1/2"'-13 Bolts Cr 5/8 "-18 Bolts FRONT 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 q ti aMeeting 0 6/28/2016 Not To Scale Back of CCTV 2 LI OF MATERIAL It City. De Per Manufacturer Re uirements 1 1 Camera Mount 1 Camera 1 Luminaire Mast Arm Luminaire 4 Bandin 5 1 Ohae Ni le ( Black Pi 1 3 � Gask 4 i 4 7 1 Plastic Washer � Bolt . -- r � 1 CCTV Cable 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 Act i n yaqn&ef-��qjjq66peefing 06/28/2016 � �.� . ` Dnrmn 170 'bN lZO` DATE. 9/9/05 REVISED. SKEET 1 OF 1 Per Manufacturer Re uirements 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 Scale APPROVED FOR DISTRIBUTION: I ��e 40e / /goo Keith E. Bran n, P, E Date Actin � ar r8 jV W e $ % 6 ?h i gr Meeting 06/28/2016 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 18 Amp-125 Volt Rated Capacit 1 Outlet Box, Red Dot 14282 Or Approved Equal 8 1 Wreath Mount 7 1 Wreath 8 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 Special Council Meeting 06/28/2016 Page 176 of 224 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 Special Council Meeting 06/28/2016 Page 177 of 224 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 Special Council Meeting 06/28/2016 Page 178 of 224 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 Special Council Meeting 06/28/2016 Page 179 of 224 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 Special Council Meeting 06/28/2016 Page 180 of 224 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 Special Council Meeting 06/28/2016 Page 181 of 224 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 5 Marana Special Council Meeting 06/28/2016 Page 182 of 224 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 Special Council Meeting 06/28/2016 Page 183 of 224 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 Special Council Meeting 06/28/2016 Page 184 of 224 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; -1- Marana Special Council Meeting 06/28/2016 Page 185 of 224 Encourage traffic management plans by private developers; Design streets to balance traffic between a���� 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. -2- Marana Special Council Meeting 06/28/2016 Page 186 of 224 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 -3- Marana Special Council Meeting 06/28/2016 Page 187 of 224 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. -4- Marana Special Council Meeting 06/28/2016 Page 188 of 224 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 -5- Marana Special Council Meeting 06/28/2016 Page 189 of 224 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 -6- Marana Special Council Meeting 06/28/2016 Page 190 of 224 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 _7_ Marana Special Council Meeting 06/28/2016 Page 191 of 224 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 ". -8- Marana Special Council Meeting 06/28/2016 Page 192 of 224 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 -9- Marana Special Council Meeting 06/28/2016 Page 193 of 224 . 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;.,� -10- Marana Special Council Meeting 06/28/2016 Page 194 of 224 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. -11- Marana Special Council Meeting 06/28/2016 Page 195 of 224 go ON h a liff 11 11 a As M1111111, -11- Marana Special Council Meeting 06/28/2016 Page 195 of 224 ** �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 -12- Marana Special Council Meeting 06/28/2016 Page 196 of 224 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 -13- Marana Special Council Meeting 06/28/2016 Page 197 of 224 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 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 -14- Marana Special Council Meeting 06/28/2016 Page 198 of 224 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. -15- Marana Special Council Meeting 06/28/2016 Page 199 of 224 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. -16- Marana Special Council Meeting 06/28/2016 Page 200 of 224 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 tHF" 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. -17- Marana Special Council Meeting 06/28/2016 Page 201 of 224 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. -18- Marana Special Council Meeting 06/28/2016 Page 202 of 224 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. -19- Marana Special Council Meeting 06/28/2016 Page 203 of 224 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 -20- Marana Special Council Meeting 06/28/2016 Page 204 of 224 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 -21- Marana Special Council Meeting 06/28/2016 Page 205 of 224 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, -22- Marana Special Council Meeting 06/28/2016 Page 206 of 224 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 -23- Marana Special Council Meeting 06/28/2016 Page 207 of 224 u f ! Q n b! B t t pdi W po! pd H p4 son f opt ! TLboebse! Taf di ddW pot -! boe t i pv re! cf ! pd t j hoj d dboum! ^f hi f s r vb*! u bo!oWvf !t pj ,d T* GGbt f Tvc. cbt f n bz!opdcf M f e! bt ! gbsdpdu f !qM n f odt f dq po!x i f o!u f !t vchsbef !t pj rig bt !bo!S . vbmf !p . 41 * psi hsf bd s/! ! ,b! beej q po -!x i f o! t vc. cbt f n bd I brut M f e -! u f! u j dl of t t! pd u f! t vc. cbt f n-b? 1 00LICt In -off. Li -bol oot boe bli-brd )?/6 *l Lin - .t, ILi -t Edon- ciotelLi- idt,ott,t, lnd Li -t lbt pi-bniboeI 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 ( �`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 Special Council Meeting 06/28/2016 Page 208 of 224 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 Special Council Meeting 06/28/2016 Page 209 of 224 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 Special Council Meeting 06/28/2016 Page 210 of 224 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 Special Council Meeting 06/28/2016 Page 211 of 224 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" 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 Transportation TOWN Town of Marana, a political subdivision of the State of Arizona. TOWN ENGINEER , � t n - �A °� T;�e�t t�s.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 Special Council Meeting 06/28/2016 Page 212 of 224 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) -29- Marana Special Council Meeting 06/28/2016 Page 213 of 224 27. Marana Standard Details 28. Pima Association of Government's "Standard Specifications and Details for Public ImiDrovements" All references refer to the latest edition unless otherwise noted -30- Marana Special Council Meeting 06/28/2016 Page 214 of 224 Document comparison by Workshare Compare on Thursday, June 16, 2016 10:55:07 AM Input: Document 1 ID file:// X:\ WDOX\ TNATDOCS \PUBWKS \TRANSENG \00047126.DOCX Descriptio 00047126 n 509 Document file: / /C:\ Users \fcassidyWppData \Local \Temp \WDGX \6720 \OPEN \002\ 2 ID NO TOC Subdivision Street Standards June 2016 version Style change (00047128xA96C7).docx Descriptio NO TOC Subdivision Street Standards June 2016 version n (00047128xA96C7) Rendering Standard set (Legend: Insertion A 4 iAl To d :F V JL %-.I 1V�nvPr� to Style change Format change T. IAT0 /"'1c� Inserted cell Deleted cell Moved cell Split /Merged cell Padding cell Statistics: Count Insertions 500 Deletions 509 Moved from 7 Moved to 7 Style change 0 Marana Special Council Meeting 06/28/2016 Page 215 of 224 Format changed 0 Total changes 1023 Marana Special Council Meeting 06/28/2016 Page 216 of 224 % 1 N1 1 9 I i 10 T(3S_.T 1; - Council - Special Meeting A2 Meeting Date: 06/28/2016 To: Mayor and Council From: Erik Montague, Finance Director Date: June 28, 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 Resolution No. 2016 -074: Relating to Alternative Expenditure Limitation; proposing an 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 Marana Special Council Meeting 06/28/2016 Page 217 of 224 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. 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 example 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 attached resolution by at least two - thirds 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 second of two public hearings on the Alternative Expenditure Limitation, 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: 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: Staff recommends the approval of Resolution 2016 -074. Suggested Motion: I move to adopt Resolution No. 2016 -074, proposing an extension of the alternative expenditure limitation for the Town of Marana. Attachments Marana Special Council Meeting 06/28/2016 Page 218 of 224 Resolution No. 2016 -074 Summary and Detailed Analysis Schedules Draft Marana Special Council Meeting 06/28/2016 Page 219 of 224 MARANA RESOLUTION NO, 2016-074 RELATING TO ALTERNATIVE EXPENDITURE LIMITATION; PROPOSING AN EXTENSION OF THE ALTERNATIVE EXPENDITURE LIMITATION FOR THE TOWN OF MARANA WHEREAS the Arizona State Constitution imposes a limitation on the expenditures of a town, but permits a town to refer to its voters an Alternative Expenditure Limitation; and WHEREAS the voters of the Town of Marana in 1985 adopted an Alternative Expenditure Limitation and have voted to extend such Alternative Expenditure Limitation from time to time, most recently in 2013; and WHEREAS the Town Council of Marana, after two public hearings, has determined that an extension of the Alternative Expenditure Limitation is necessary for the Town of Marana. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COUNCIL OF TOWN OF MARANA, ARIZONA, as follows: SECTION 1. The following Alternative Expenditure Limitation shall be submitted to the voters of the Town of Marana at the General Election to be held on November 8, 2016: Shall the following be adopted by the Town of Marana as an Alternative Expenditure Limitation: "The Mayor and Council of the Town of Marana shall annually, as part of the annual budget adoption process, adopt an alternative expenditure limitation equal to the total amount of budgeted expenditures /expenses as it appears on the annual budget as adopted by the Council to apply to the Town of Marana for each of the four fiscal years immediately following adoption of the alternative expenditure limitation. The alternative expenditure limitation shall be adopted each year after a public hearing at which the citizens of the Town of Marana may comment on the proposed alternative limitation. No expenditures may be made in violation of such alternative expenditure limitation, nor may any proposed expenditures be in excess of estimated available revenues, except that the Mayor and Council may, by three - fourths vote, declare an emergency and suspend the alternative expenditure limitation. The suspension of the alternative expenditure limitation shall be in effect for only one fiscal year at a time." SECTION 2. The Town Manager, Town Attorney, and Town Clerk are hereby directed and authorized to take such actions as are necessary or desirable to comply with all applicable laws and regulations relating to or necessary for the November 8, 2016 general election, including without limitation any and all activities related to the preparation, printing and distribution of a publicity pamphlet as required by law, and to the execution of contracts necessary for the same. 00047170.DOC /1 Marana Resolution No. 2016 -074 -1- Marana Special Council Meeting 06/28/2016 Page 220 of 224 SECTION 3. The Town Clerk is hereby authorized and directed to place a public notice in the Daily Territorial, notifying the public that arguments for and against the alternative expenditure limitation measure will be accepted by the Town Clerk no later than 5 P.M. on Wednesday, August 10, 2016. SECTION 4. The Town Clerk is hereby authorized and directed to charge an amount of money to offset a portion of the proportionate cost of the paper and printing of the arguments re- ceived for and against the measure, as provided in A.R.S. § 19- 124(D), and in the Town's compre- hensive fee schedule. PASSED AND ADOPTED by the Mayor and Council of the Town of Marana, Arizona, this 28th day of June, 2016. Mayor Ed Honea ATTEST: Jocelyn C. Bronson, Town Clerk APPROVED AS TO FORM: Frank Cassidy, Town Attorney 00047170.DOC /1 Marana Resolution No. 2016 -074 -2- Marana Special Council Meeting 06/28/2016 Page 221 of 224 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 Special Council Meeting 06/28/2016 Page 1 of 3 Page 222 of 224 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 Special Council Meeting 06/28/2016 Page 2 of 3 Page 223 of 224 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 Special Council Meeting 06/28/2016 Page 2 of 3 Page 223 of 224 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 Special Council Meeting 06/28/2016 Page 3 of 3 Page 224 of 224