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HomeMy WebLinkAbout2021 10.19 City Council Regular Agenda City of Apache Junction, Arizona Meeting location: City Council Chambers at City Hall Agenda 300 E.Superstition Blvd Apache Junction,AZ City Council Meeting 85119 apachejunctionaz.gov Ph:(480)982-8002 Tuesday,October 19,2021 7:00 PM City Council Chambers A. CALL TO ORDER B. INVOCATION AND PLEDGE OF ALLEGIANCE C. ROLL CALL D. CONSENT AGENDA The council may, at this time, take single action on any or all items listed as consent agenda items. These may include, but are not limited to, acceptance of agenda, acceptance of minutes, appointments, acceptance of resignations and adoption of certain resolutions and other items which do not require a public hearing. The consent agenda is a timesaving device of which the mayor and city council is to receive documentation on these items from the city manager for their review prior to the meeting. Any member of the council may remove any item from the consent agenda for discussion and cause a separate vote on the matter later in the agenda. 1. 21-556 Consideration of acceptance of agenda. 2. 21-559 Consideration of approval of minutes of the regular meeting of October 5th, 2021. 3. 21- 64 Consideration of approval on Resolution No. 21-42, an Intergovernmental Agreement between the City of Apache Junction and Maricopa County for the exchanging of street maintenance services with an aggregate amount not to exceed $250,000. E. AWARDS, PRESENTATIONS AND PROCLAMATIONS Awards,presentations from other organizations,proclamations issued by the mayor, and acknowledgement of distinguished guests and visitors, and staff presentation of receipt of grant or donated funds are permitted at this time. 4. 21-467 Proclamation designating the week of October 23, 2021 through October 31, 2021 as"Red Ribbon Week." 5. 21-556 Proclamation recognizing November as National American Indian Heritage Month. 6. 21-557 Proclamation designating the month of October as "National Code Compliance Month". City of Apache Junction,Arizona Page 1 Printed on 1011312021 City Council Meeting Agenda October 19,2021 7. 21-577 Presentation of proclamation designating the week of October 19 through October 24, 2021 as "Arizona Cities and Towns Week". 8. 21-399 Presentation of 25-year Service Award to Kent Fowler, of the Apache Junction Police Department. F. REGIONAL INTERGOVERNMENTAL UPDATES The mayor or any member of council may at this time present a brief summary of any regional intergovernmental updates. However, no discussion shall take place on such items except for clarifying comments related to substance, time and location. 9. 21-560 Brief summary of intergovernmental updates from mayor and councilmembers. G. CITY MANAGER'S REPORT The city manager, members of city staff or those individuals designated by the manager may present information pertinent to items under consideration or information related to the operation of the city. There shall however be no discussion at this time except for clarification inquiries. 10. 21-561 City Manager's Report. 11. 21-562 Announcement of current events. H. PUBLIC HEARINGS Public hearings required by applicable law shall be conducted by the council and any person shall be given the opportunity to speak.All remarks shall be addressed to the council as a whole and not to any member thereof. Such remarks shall be limited to five(5)minutes unless additional time is granted by the mayor. This time limitation shall not apply to applicants and their agents appearing before the council. 12. 21- 4 Presentation, discussion, public hearing and consideration of proposed Ordinance No. 1517 (case PZ-21-68-PZ), a rezoning request by Sonoma Communities, represented by Adam Baugh of Withey Morris, PLC, to rezone approximately 22 acres, generally located near the southwest corner of Tomahawk Road and Broadway Avenue, from General Commercial ("B-1")and High Density Multiple-Family Residential ("RM-2")to High Density Multiple-Family Residential by Planned Development("RM-2/PD")to develop approximately 201 single-family rental units. 13. 21-573 Presentation, discussion, public hearing and consideration of case P-21-73-PZ, a proposed rezoning by planned development requested by Chris Hundelt of Keystone Homes, of 14.77 acres located at the southwest corner of Superstition Boulevard and Royal Palm Road from RS-GR ("General Rural Low Density Single-Family Detached Residential")to RM-2/PD ("High Density Multiple-Family Residential by Planned Development")for the purpose of developing a 166-unit rental residential community. City of Apache Junction,Arizona Page 2 Printed on 1011312021 City Council Meeting Agenda October 19,2021 1. OLD BUSINESS The council shall consider any business that has been previously considered and which is still unfinished to include those items previously postponed or tabled. No member of the public shall be permitted to speak on these items unless invited to do so by the mayor after first submitting a written request-to-speak form with the city clerk. J. NEW BUSINESS The council shall consider any business not yet considered. No member of the public shall be permitted to speak on these items unless invited to do so by the mayor after first submitting a written request-to-speak form with the city clerk. 14. 21-555 Consideration of approval of Resolution No. 21-51 reaffirming the City of Apache Junctions support for the Southeast Arizona Land Exchange and Conservation Act and recognizing Resolution Copper Company for its investments and efforts in developing the copper mine NEAR or IN Superior and enhancing the local, state and regional economics. 15. 21-57 Consideration of applicants for annual appointments and reappointments for the City of Apache Junction Boards and Commissions. Council interviewed applicants at the October 18th work session and may take this opportunity to fill the positions. K. COUNCIL DIRECTION TO STAFF This item allows the mayor and city council to direct staff on specifically listed matters. L. SELECTION OF MEETING DATES, TIMES, LOCATIONS, AND PURPOSES 16. 21-563 Executive Session at 6:00 P.M. for Monday, November 1st and Executive Session at 6:00 P.M. for Tuesday, November 2nd in the city council conference room located at 300 E. Superstition Boulevard in Apache Junction, Arizona and other meetings scheduled if necessary. M. CALL TO PUBLIC At this time the public has the privilege to address the council with requests, communications, comments or suggestions relating to city business.All speakers must have already submitted a written `Request to Speak"form to the city clerk no later than the conclusion of the city manager's report portion of the agenda. If there is a group speaking on the same item, they should select a spokesperson.All such remarks shall be addressed to the council as a whole and not to any member thereof. The mayor is authorized to ask a speaker to stop speaking and leave the podium or to adjourn the meeting if anyone becomes disorderly, uncivil, makes personal attacks or continues to speak about items that are not within the jurisdiction of the city after being warned such issues are beyond the jurisdiction of the city to act. The council may not answer questions of the speaker, discuss the matter with one another, but may, at the conclusion: 1)respond to criticism by a speaker, 2)ask the city manager to review a matter;3) ask the city manager to place the matter on a future agenda. Each speaker must approach the podium, speak into the microphone,provide their name and address. There is a three(3)minute time limit per speaker. City of Apache Junction,Arizona Page 3 Printed on 1011312021 City Council Meeting Agenda October 19,2021 N. ADJOURNMENT Copies of this agenda and additional information on any of the items listed above may be obtained from the City Clerk's office located at 300 E Superstition Blvd,Apache Junction,AZ 85119, Monday through Thursday from 7:00a-6:00p, excluding holidays. The City of Apache Junction invites and welcomes people of all abilities to use our programs, sites and facilities. Specific requests may be made by contacting the Human Resources Office at(480)474-2617 or TDD(480)983-0095. The Apache Junction City Council may vote to go into Executive Session for legal advice on any item listed on this agenda pursuant to A.R.S. §38-431.03(A)(3);this notice is given pursuant to A.R.S. § 38-431.02 to the members of the City Council and the public. City of Apache Junction,Arizona Page 4 Printed on 1011312021 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 1. File ID: 21-558 Sponsor:Jennifer Pena Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Consideration of acceptance of agenda. City of Apache Junction,Arizona Page 1 Printed on 1011312021 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.2. File ID: 21-559 Sponsor:Jennifer Pena Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Consideration of approval of minutes of the regular meeting of October 5th, 2021. City of Apache Junction,Arizona Page 1 Printed on 1011312021 City of Apache Junction, Arizona Meeting location: City Council Chambers Meeting Minutes at City Hall 300 E.Superstition Blvd CityCouncil Meeting Apache Junction,AZ g 85119 apachejunctionaz.gov Ph:(480)982-8002 Tuesday,October 5,2021 7:00 PM City Council Chambers A. CALL TO ORDER Mayor Wilson called the meeting to order at 7:02 p.m. B. INVOCATION AND PLEDGE OF ALLEGIANCE Vice Mayor Rizzi gave the invocation and Councilmember Schroeder led the meeting attendees in the Pledge of Allegiance. C. ROLL CALL Present: 7- Mayor Wilson Vice Mayor Rizzi Councilmember Evans Councilmember Schroeder Councilmember Biggs Councilmember Nesser Councilmember Gremmel Staff in Attendance: Bryant Powell, City Manager Matt Busby, Assistant City Manager Anna McCray,Assistant to City Manager Joel Stern, City Attorney Jennifer Pena, City Clerk Thomas Kelly, Police Chief Al Bravo, Public Information Officer Larry Kirch, Development Services Director Rudy Esquivias, Planning Manager/Zoning Administrator Liz Langenbach, Parks& Recreation Director Leslie DeReche, Finance Director Michael Wever, Public Works Director Pam Harris, Library Director Mike Loggins, Water District Director Emile Schmid, City Engineer City of Apache Junction,Arizona Page 1 City Council Meeting Meeting Minutes October 5,2021 D. CONSENT AGENDA Vice Mayor Rizzi moved,seconded by Councilmember Schroeder to approve the Consent Agenda with the amendments to the September 21,2021 minutes to reflect the council's vote on items 12 and 14. Councilmember Gremmel stated she voted no on the consent agenda item number 3,the Final Plat for Ironwood Station.She had voted no on the preliminary plat approval due to concerns over the amount of traffic this development will generate and wanted to see a deceleration lane added for better traffic control. Yes: 6- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs and Councilmember Nesser No: 1 - Councilmember Gremmel 1. 21- 13 Consideration of acceptance of agenda. 2. 1- 14 Consideration of approval of minutes of the regular meeting of September 21, 2021. 3. 21-493 Consideration of approval of proposed Resolution No. 21-40, a final plat approval for case SD-2-20, a request by Bela Flor Communities, LLC, represented by Reese Anderson and Jon Gillespie of Pew and Lake, PLC, for a 96-lot residential townhouse subdivision named Ironwood Station, located at the southeast corner of N. Ironwood Drive and W. Superstition Boulevard. E. AWARDS, PRESENTATIONS AND PROCLAMATIONS 4. 21- 34 Presentation of proclamation designating Saturday October 9, 2021 as"Make a Difference Day". Mayor Wilson presented the Proclamation for Make a Difference Day to Dave Waldron of the Community Development Corporation and thanked the CDC for their community contributions. F. REGIONAL INTERGOVERNMENTAL UPDATES 5. 21- 17 Brief summary of intergovernmental updates from mayor and councilmembers. Councilmember Evans announced Make a Difference Day will be held Saturday, October 9th and announced which projects they will be working on. Mayor Wilson announced he attended a walk to end Alzheimer's last Saturday. G. CITY MANAGER'S REPORT 6. 21-515 City Manager's Report. City Manager Bryant Powell announced that on September 22, 2021, Mayor Wilson, Vice Mayor Rizzi, Police Chief Kelly and he attended the 6th Annual Law Enforcement breakfast held here in Apache Junction. At this event Chief Kelly and the Apache Junction Police Department were City of Apache Junction,Arizona Page 2 City Council Meeting Meeting Minutes October 5i2V21 recognized ao East Valley Leaders with anaward. He announced Mayor Wilson, Chief Kelly, Corporal Harshman and he attended a kick-off event for domestic violence awareness. City Hall is lit up in purple of recognition of domestic violence awareness month. He then recognized the many special guests in the audience that were all apart of the annexation. 7' 21-516� Announcement of current events. Mayor Wilson announced the Courage Under Cancer Foundation held their fundraising event on Sunday, October 3rd. He recognized Councilmember Biggs for his participation in the fashion show. Councilmember Biggs stated the event raises money for local residents fighting cancer to assist with medical expenses and other bills. He stated they exceeded their goal of$30,000 and raised over$3S.00O. Public Information Officer Al Bravo announced Kids Idol returns with auditions later in October. Information is available atAJ|dn|@0maiioom. He announced the"Calling All Artists"which displays local artists work at City Hall and the Library. For more information contact Beth KuenoUersdthe city. The founders Centennial will be held January 8, 2022. Meetings are held every 2nd and 4th Wednesday at the library. H. PUBLIC HEARINGS Mayor Wilson stated he would combine the public hearings for item numbers 8, 9, 10, 11, 12, 13. 14 and 15whioh consisted of Ordinances 1615. 1518, 1513, 1514. 1511 and Resolutions 21-47. 21-48 and 21-39 as each pertained to the annexation and the proposed master planned community's zoning for the auction and naboinod properties. Each item was read by city clerk Jennifer Pena. Presentation and summary of the items was provided by principal planner Sidney Urias. Mayor Wilson opened the public hearing. Applicant Patrick Brown, Vice President of land for D.R.Horton Inc., spoke with regards to the proposed development byD.R. Horton and Brookfield residential. He expressed appreciation for the working partnerships with the city and state land commission as they worked through all the nuances of the proposed development. Roc Arnett spoke of the history on how the name for the superstition vistas came about. He also spoke on the vision, growth and development ofthe east valley and it has been in the making for 40yeam. William Craffey, resident of the Apache Junction/Gold Canyon expressed concern on growth and density and how this new development will impact the existing residents. He inquired at what point does a city limit growth and control the impacts that has on the surrounding community and its current residents. City vr Apache Junction,Arizona Page City Council Meeting Meeting Minutes October 5,2021 George Schroeder stated this annexation brings growth and development to Apache Junction and is a benefit to the city. He expressed concern over the proximity laws between schools and religious entities. He spoke on growth in the Gold Canyon area and the financial impact growth has related to funding education. Mayor Wilson asked if there was anyone else who wished to speak on these items before he closed the public hearing. Pam North, 8714 East Aloe Dr., Mountain Brook Village, expressed concern over the growth and what comes with it to Gold Canyon and the surrounding area. Steve Byfield, representing the Chamber of Commerce, commented on the control the city will have over the development of this area. If the city did not annex the land, someone else would have. Todd House,former Pinal County Supervisor, stated he was happy to see this annexation finally happen. It has been decades in the making. Sandy Smith, former Pinal County Supervisor, commented on the changes she has seen in the area over the decades. She spoke to the transportation efforts, freeway development, water rights and storage and the many other planning elements that have been addressed and expand over the years. Jeff Serdy, Pinal County Supervisor congratulated staff and others on all the work that has been done to arrive at this point. By annexing this area the city can manage and control the growth and development of the city. Doug Coleman, former councilmember and Mayor of Apache Junction congratulated everyone involved on their work and efforts to annex this land into the city. There has been a long standing plan to bring this area into the city. He spoke a bit on the history and many ideas of and for the area. Mayor Wilson asked again if there was anyone else who wished to speak on these items before he closed the public hearing. Seeing none, he closed the public hearing and asked if council had any further comments. Councilmember Biggs stated for years he has watched this annexation finally come to pass. He was excited to be a part of this commemorative event. He spoke to the comments on the areas transportation plan and stated there is a full study available for the public. Councilmember Evans thanked those involved in the research and compilation of the annexation and transportation plan. The annexation has been 40 years in the making. Councilmember Gremmel stated it was an honor and privilege to follow those who have worked so dilegently to make this happen; to be a councilmember at this time and vote on such an extensive and important project. She thanked those who have played such a role to make this happen. Councilmember Nesser expressed her gratitude to be part of this annexation. She spoke of her father who was involved with the incorporation of the city and was the first chair of the Board of Adjustment. She thanked everyone involved and was very proud to see and be a part of this City of Apache Junction,Arizona Page 4 City Council Meeting Meeting Minutes October 5,2021 event. Vice Mayor Rizzi stated it was an honor and privilege to be apart of this annexation. It took many years and many people to arrive at this point. She enjoyed hearing the "stories" and history of the area and how this all developed. She stated she shares the concerns over growth while maintaining the horse properties and keeping Apache Junction a horse community. By annexing in the land Apache Junction is able to control the growth. Mayor Wilson stated he wanted to comment on a few remarks that were made. He stated the city does not have a property tax. As for traffic, the city has been working for years with the county and surrounding cities to widen roads and develop new roads and freeways. By annexing this land into the city, the city can control the type and amount of growth and the infrastructure. He thanked Staff and all those involved on this project. Mayor Wilson then closed the public hearing. 8. 21-526 Presentation, discussion, public hearing and consideration of Ordinance No. 1515, case AN-1-20, a proposed annexation of approximately 6,600 acres of vacant state trust land, adjacent to and south of the current city limits, generally bounded by Elliot Avenue on the north, SR24/Frye Road alignment on the south, Meridian Drive on the west and the C.A.P. Canal on the east. Councilmember Schroeder moved,seconded by Vice Mayor Rizzi that Ordinance 1515 related to case AN-1-20 on the proposed annexation of 6,600 acres of vacant state trust land be read by title only and the reading of the entire ordinance be waived. Yes: 7 No: 0 Councilmember Biggs moved,seconded by Councilmember Nesser that Ordinance 1515 be adopted. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 9. 21- 7 Presentation, discussion, public hearing and consideration of Ordinance No. 1516, accompanying case AN-1-20, assigning and establishing city equivalency zoning to state trust land property annexed pursuant to Ordinance No. 1515, from Pinal County General Rural ("GR")zone to City of Apache Junction General Rural Low Density Single-family Detached Residential ("RS-GR")zone. Councilmember Nesser moved,seconded by Councilmember Biggs that Ordinance 1516 assigning and establishing city equivalency zoning to state trust land property that was just annexed by Ordinance 1515 be read by title only and the reading of the entire ordinance be waived. Yes: 7 No: 0 Councilmember Evans moved,seconded by Councilmember Biggs that Ordinance 1516 be adopted. City of Apache Junction,Arizona Page 5 City Council Meeting Meeting Minutes October 5,2021 Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 10. 1-522 Presentation, discussion, public hearing and consideration of Ordinance No. 1513, "Auction Property at Superstition Vistas" , a request by D.R. Horton, Inc. to rezone approximately 2,783 acres from RS-GR (General Rural Low Density Single-Family Detached Residential)to MPC (Master Planned Community)to facilitate the development of two (2) Development Units consisting of residential and non-residential uses for a maximum of 10,940 new residential units and a maximum of 443,400 square feet of Non-Residential Development. The Auction Property is bounded by Elliot Avenue to Ray Avenue and from Meridian Drive to the Idaho Road alignment. Councilmember Schroeder moved,seconded by Councilmember Evans that Ordinance 1513 "Auction Property"at Superstition Vistas a request by D.R. Horton,Inc.to rezone approximately 2,783 acres from General Rural Low Density Single-Family Detached Residential to Master Planned Community be read by title only and the reading of the entire ordinance be waived. Yes: 7 No: 0 Councilmember Biggs moved,seconded by Vice Mayor Rizzi that Ordinance 1513 be adopted. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 11. 1-523 Presentation, discussion, public hearing and consideration of Resolution No. 21-47, a resolution of the Mayor and City Council of the City of Apache Junction, Arizona, declaring as a public record that certain document filed with the city clerk and entitled "Auction Property at Superstition Vistas, Master Planned Community Plan,August 30th, 2021"; repealing any conflicts provisions; and providing for severability. Councilmember Gremmel moved,seconded by Councilmember Nesser that Resolution No.21-47 declaring as a public record that certain document filed with the city clerk and entitled"Auction Property at Superstition Vistas,Master Planned Community Plan,August 30th,2021"be adopted. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 City of Apache Junction,Arizona Page 6 City Council Meeting Meeting Minutes October 5,2021 12. 21-524 Presentation, discussion, public hearing and consideration of Ordinance No. 1514, "Retained Property at Superstition Vistas", a request by the Arizona State Land Department to rezone approximately 5,307 acres from RS-GR (General Rural Low Density Single-Family Detached Residential)to MPC (Master Planned Community)to facilitate the development of six(6) Development Units consisting of residential, commercial and industrial uses. The Retained Property is generally bounded by Baseline Avenue to the Frye Road alignment and from Meridian Drive to the Central Arizona Project Canal. Councilmember Biggs moved,seconded by Councilmember Evans that Ordinance 1514"Retained Property"at Superstition Vistas a request by the Arizona State Land Department to rezone approximately 5,307 acres from General Rural Low Density Single-Family Detached Residential to Master Planned Community be read by title only and the reading of the entire ordinance be waived. Yes: 7 No: 0 Councilmember Evans moved,seconded by Councilmember Schroeder that Ordinance 1514 be adopted. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 13. 21-525 Presentation, discussion, public hearing and consideration of Resolution No. 21-48, a resolution of the Mayor and City Council of the City of Apache Junction, Arizona, declaring as a public record that certain document filed with the city clerk and entitled "Retained Property at Superstition Vistas, Master Planned Community Plan,August 30th, 2021"; repealing any conflicts provisions; and providing for severability. Councilmember Biggs moved,seconded by Councilmember Nesser that Resolution No.21-48 declaring as a public record that certain document filed with the city clerk and entitled"Retained Property at Superstition Vistas,Master Planned Community Plan,August 30th,2021"be adopted. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 City of Apache Junction,Arizona Page 7 City Council Meeting Meeting Minutes October 5,2021 14. 21-501 Presentation, discussion, public hearing and consideration of proposed Ordinance No. 1511, amending Apache Junction City Code, Volume 11, Land Development Code, by amending Chapter 10: Engineering Standards; and adopting by reference an amended Chapter 10 as more fully detailed in that certain document entitled "2021 Amendments to the Apache Junction City Code, Volume 11, Chapter 10: Engineering Standards"; repealing any conflicting provisions; providing for penalties. Councilmember Schroeder moved,seconded by Vice Mayor Rizzi that Ordinance 1511 amending City Code Volume 11, Land Development Code,by amending Chapter 10: Engineering Standards; and adopting by reference an amended Chapter 10 as more fully detailed in that certain document entitled"2021 Amendments to the Apache Junction City Code,Volume 11,Chapter 10: Engineering Standards"be read by title only and the reading of the entire ordinance be waived. Yes: 7 No: 0 Councilmember Evans moved,seconded by Councilmember Nesser that Ordinance 1511 be adopted. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 15. 21-502 Presentation, discussion, public hearing and consideration of proposed Resolution No. 21-39, a resolution of the mayor and city council of the City of Apache Junction, Pinal County, Arizona, declaring as a public record that certain document filed with the city clerk entitled "2021 Amendments to the Apache Junction City Code, Volume 11, Land Development Code, Chapter 10: Engineering Standards"; repealing any conflicting provisions; and providing for severability. Councilmember Nesser moved,seconded by Vice Mayor Rizzi that Resolution No.21-39 declaring as a public record that certain document filed with the city clerk entitled"2021 Amendments to the Apache Junction City Code,Volume 11, Land Development Code,Chapter 10: Engineering Standards"be adopted. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 16. 21-496 Presentation, discussion, public hearing and consideration of Resolution No. 21-49 a resolution of the mayor and city council of the City of Apache Junction, Pinal County, Arizona, authorizing the city to enter into the Superstition Vistas Development Agreement for the auction property with D.R. Horton, Inc. Councilmember Evans moved,seconded by Vice Mayor Rizzi that Resolution No.21-49 authorizing the city to enter into the Superstition Vistas Development Agreement for the auction property with D.R.Horton, Inc be adopted. City of Apache Junction,Arizona Page 8 City Council Meeting Meeting Minutes October 5,2021 Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 Mayor Wilson combined the public hearing for items number 16, Resolution number 21-49 and item number 17, Resolution number 21-50. Sidney Urias, principal planner proved a presentation on item number 16 and 17. Mayor Wilson opened the public hearing, receiving no comments from the public, Mayor Wilson closed the public hearing. 17. 21-497 Presentation, discussion, public hearing and consideration of Resolution No. 21-50 a resolution of the mayor and city council of the City of Apache Junction, Pinal County, Arizona, authorizing the city to enter into the Superstition Vistas Development Agreement for the retained property with the Arizona State Land Department. Councilmember Biggs moved,seconded by Councilmember Evans that Resolution No.21-50 authorizing the city to enter into the Superstition Vistas Development Agreement for the retained property with the Arizona State Land Department be adopted. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 18. 21-493 Presentation, discussion, public hearing and consideration of Resolution No. 21-44 a resolution of the mayor and city council of the City of Apache Junction, Pinal County, Arizona, amending its policy guidelines and application procedures for the establishment of community facilities districts. Councilmember Nesser moved,seconded by Vice Mayor Rizzi that Resolution No.21-44 amending the city's policy,guidelines and application procedures for the establishment of community facilities districts be adopted. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 Mayor Wilson combined the public hearing for items number 18, 19 and 20; Resolution number 21-44, Resolution number 21-45 and Resolution number 21-46. Sidney Urias, principal planner proved a presentation on item number 18, 19 and 20. Mayor Wilson opened the public hearing, receiving no comments from the public, Mayor Wilson closed the public hearing. City of Apache Junction,Arizona Page 9 City Council Meeting Meeting Minutes October 5,2021 19. 21-494 Presentation, discussion, public hearing and consideration of Resolution No. 21-45 a resolution of the mayor and city council of the City of Apache Junction, Pinal County, Arizona, declaring its intent to form a community facilities district; ordering and declaring formation of the tax levying Superstition Vistas Community Facilities District No. 1; and approving the district development,financing participation, waiver and intergovernmental agreement for such district. Councilmember Evans moved,seconded by Vice Mayor Rizzi that Resolution No.21-45 declaring the city's intent to form a community facilities district; ordering and declaring formation of the tax levying Superstition Vistas Community Facilities District No. 1 be adopted. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 20. 21-495 Presentation, discussion, public hearing and consideration of Resolution No. 21-46 a resolution of the mayor and city council of the City of Apache Junction, Pinal County, Arizona, declaring its intent to form a community facilities district; ordering and declaring formation of the tax levying Superstition Vistas Community Facilities District No. 2; and approving the district development,financing participation, waiver and intergovernmental agreement for such district. Councilmember Biggs moved,seconded by Councilmember Nesser that Resolution No.21-46 declaring the city's intent to form a community facilities district; ordering and declaring formation of the tax levying Superstition Vistas Community Facilities District No.2 be adopted. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 I. OLD BUSINESS J. NEW BUSINESS K. COUNCIL DIRECTION TO STAFF L. SELECTION OF MEETING DATES, TIMES, LOCATIONS, AND PURPOSES 21. 21-518 Executive Session at 6:00 P.M. for Monday, October 18th and Executive Session at 6:00 P.M. for Tuesday, October 19th in the city council conference room located at 300 E. Superstition Boulevard in Apache Junction, Arizona and other meetings scheduled if necessary. Councilmember Evans moved,seconded by Councilmember Schroeder that an Executive Session at 6:00 P.M.for Monday,October 18th and Executive Session at 6:00 P.M.for Tuesday,October 19,2021 be held in the city council conference room located at 300 E.Superstition Boulevard in Apache Junction,AZ,and other meetings be scheduled if necessary. City of Apache Junction,Arizona Page 10 City Council Meeting Meeting Minutes October 5i2V21 M. CALL TO PUBLIC George Schroeder Apache Junction resident commented on the work it has taken to change the public's perception of Apache Junction. This new development byD.R. Horton and Brookside residential will take years ho build out. He would like hu see the residents embrace this change move forward with this new growth. Ho commented on the General Plan that the voters adopted in2U20. The residents want smart growth and would like to see Apache Junction develop into itself and not become a mirror of yWeou. N. ADJOURNMENT Mayor Wilson adjourned the meeting at8:3Qp.m. ACCEPTED THIS DAY O . 2021. BY THE MAYOR AND CITY COUNCIL OF THE CITY OF/\PACHEJUNCTION, AR|Z{}NA. SIGNED AND ATTESTED TO TH|S DAY OF . 2021_. VVALTEFl^CH|p^VV|LSON Mayor ATTEST: JENN|FER pENA City Clerk CITY COUNCIL MINUTES CERTIFICATION I hereby certify that the foregoing minutes are a true and correct copy of the minutes of the regular meeting of the City Council of the City of Apache Junction, Arizona, held on the day of . 2021. | further certify that the meeting was duly called and held and that a quorum was present. Dated this day of . 2021. JENN|FER PENA City Clerk City vr Apache Junction,Arizona paue// City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 3. File ID: 21-564 Sponsor: Shane Kiesow Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Consideration of approval on Resolution No. 21-42, an Intergovernmental Agreement between the City of Apache Junction and Maricopa County for the exchanging of street maintenance services with an aggregate amount not to exceed $250,000. City of Apache Junction,Arizona Page 1 Printed on 1011312021 Public Works Department Home of the Superstition Mountains Date: September 29, 2021 To: Mayor and Members of the City Council Through: Bryant Powell, City Manager Mike Wever, Public Works Director From: Shane Kiesow, Public Works Manager Subject: Resolution No. 21-42, Street Maintenance Exchange IGA Public Works staff respectfully brings forth Resolution No. 21-42 for consideration. This resolution is for an intergovernmental agreement ("IGA") with Maricopa County for the cooperative maintenance of select portions of bordering streets with Maricopa County. The streets that would be covered by this IGA are segments of Meridian Drive/Road and Baseline Avenue/Road. These streets are "scalloped" streets, where one jurisdiction owns one half while another jurisdiction owns the other half. This IGA will allow both jurisdictions to more efficiently coordinate maintenance activities in turn adding value by ensuring more timely street maintenance which betters the quality of the streets, beautification of the street corridors, and roadway safety. 575 E. Baseline Avenue, Apache Junction, AZ 85219 • Voice(480) 982-1055 • FAX (480) 983-5752 or(480) 982-8005 RESOLUTION NO. 21-42 RESOLUTION N OF THE MAYOR AND CITY COUNCIL OF THE CITY OF ARACHE JUNCTION, ARIZ DNA, AUTHORIZING THE CITY OF ATTACHE JUNCTION, AR.IZONA, TO ENTER INTO AN INTERGOVERNMENTAL :AGREEMENT WITH RICORA COUNTY, AR Zt NA, FOR THE EXCHANGE OF SERVICES. WHEREAS, the City of Apache Junction ("City") d Maricopa County ("County") desire to enter Into an intergovernmental agreement ("IGA") defining responsibilities of each party for road maintenance services{ and WHEREAS, the Maricopa County Beard of Supervisors and Apache Junction Clay Council bath look to limit capital and infrastructure maintenance costs through intergovernmental operation;io and WHEREAS, pursuant to A. R.S. § 11-9 2 {A) , public entities may enter into intergovernmental agreements with ether municipalities and governmental entities for joint or cooperative activities; are WHEREAS, the parties have crafted the attached written agreement in the fort of an intergovernmental agreement which formalizes the arrangement. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION ARIZONA, AS FOLLOWS: 1 The mayor and city council hereby approve the intergovernmental agreement for defining the road maintenance services as set forth in Attachment A, and the mayor is hereby authorized to sign the agreement on behalf of the City. 2) The clay manager and/or his designee is authorized and directed to take all steps necessary to carry out the purpose and intent of this resolution and to fulfill all the duties required under the IGA. RESOLUTION ION C* 1 4 PATE 1 OF 12 PASSED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, THIS DAY OF 1 2021 . SIGNED AND ATTESTED TO THIS DAY OF 2021 . WALTER "CHIP" WILSON Mayor ATTEST: JENNIE'ER PENA City Clerk APPROVED AS TO FORM: - I RICHARD J. STERN City Attorney RESOLUTION NO. 21-42 PAGE 2 OF 12 Attachment INTERGOVERNMENTAL AGREEMENT BETWEEN MARICOPA COUNTY AND THE CITY OF APACHE JUNCTION FOR THE EXCHANGE OF SERVICES(ENTENTE) (C-64-22- -X-00) This Intergovernmental Agreement(Agreement) is between the County of Maricopa, a political subdivision of the State (County), and the City of Apache Junction, an Arizona municipal corporation (City). The County and City are collectively referred to as the Parties or individually as a Party, STATUTORY AUTHORIZA11ON 1. The County is authorized, pursuant to Arizona Revised Statutes (A.R.S.) §§ 11-251 and 2 -6701 et seq.,to layout,maintain, control and manage public roads within the County, 2. Public agencies are authorized, pursuant to A.R.S. § 11-951 et seq., to enter into intergovernmental agreements for the provision of services or for joint or cooperative action. The City is authorized, pursuant to A.R.S. 9-240 and -276 et seq., to layout and establish, regulate and improve streets within the City,and to enter into this Agreement. BACKGROUND 4. The Parties desire to develop and implement a cooperative highway improvement program whereby routine or emergency highway maintenance will be implemented more efficiently (Entente Program), The Entente Program is designed to focus on the maintenance task needed and the availability of resources. The Entente Program is a method of providing goods and services to each Party by entering into temporary Letter(s) of Agreement(LOA or L€)As). PURPOSE OF THE AGREEMEDLT 5. The purpose of this Agreement is to establish procedures to authorize the County Transportation department Director, or their designee, and the City Manager, or their designee;to enter into LOAs to exchange gods or services between each Party in order to perform routine or emergency highway maintenance services. TERMS OF THE 6GREEMENT 6. The County shall. 6.1 Hereby authorizes the County Transportation Department Director, or designee, to sign LOAs,under this Agreement RESOLUTION NO. 21-42 PAGE OF 1 .2 Select routine or emergency highway maintenance projects suitable for an LOA and enter into LOAs with the City for the exchange of goods or services for highway maintenance projects. if the value of County provided goods or services exchanged with the City is less than the value of goods and services provided by the City,the County shall remit to the City the difference in value,provided that the total aggregate reimbursement to the City for all LOAs will not exceed $250,000 per fiscal year. 6.3 Remit to the City any sums due to the City for its contribution of goods and services the value of which exceed the value of goods and services provided by the County, less any payments previously remitted, within 30 clays of receipt of an itemized statement from the City or pursuant to the terms of the LOA. 6.4 Complete each routine or emergency highway maintenance project,such as those generally outlined in Exhibit A, which is attached to this Agreement and incorporated into this Agreement by reference, in accordance with the County's procurement code and policies and the"Uniform Standard Specifications for Public Works Construction,"current editiontrevisions as of the date of each LOA and the "Uniform Standard Details for Public Works Construction,"current edition/revisions as of the date of each LOA which are sponsored and distributed by the Marico pa Association of Governments ( G) and any amendments or supplements adopted by the County: 6.5 Provide the City, prior to the end of every,fiscal year of the County, a statement of services performed by the County pursuant to an executed LOA (County Statement).The County Statement shall also include an itemization of any and all costs owed to the County by the City and an invoice for any outstanding cysts.The County's fiscal year ends June 30th. 6.+6 Permit the City to inspect the routine or emergency highway maintenance projects undertaken by the County on behalf of the City and pursuant to an LOA,If the City reasonably believes the project is not being conducted by the County in conformance with the LOA, or the City reasonably believes that that project has not been undertaken and conducted in a good and workmanlike manner, the County shall correct or re-perform it, as necessary,to the reasonable satisfaction of the City. 7. The City shall: 7A Select routine or emergency highway maintenance projects suitable for an LOA and to enter into LOAs with the County for the exchange of goods and services for highway maintenance projects. if the value of City provided goods or services exchanged with the County is less than the value of goods and services provided by the County; the City shall remit to the County the difference in value,provided that,the total aggregate reimbursement to the County for all LOAs will not exceed $250;000 per fiscal year. 7.2 Remit to the County any sums due to the County for its contribution of goods and services the value of which exceed the value of goods and services provided by the City, less any payments previously remitted, within 30 days of receipt of an RESOLUTION NO. 1-4 PAGE 4 OF 12 itemized statement from the County or pursuant to the terms of the LOA, 7.3 Complete each routine or emergency highway maintenance protect,such as those generally outlined in Exhibit A,in accordance with the City's procurement code and policies and the Uniform Standard Specifications for Public Works Construction," current edition/revisions as of the date of each LOA and the "Uniform Standard Details for Public Works Construction," current edition/revisions as of the date of each LOA which are sponsored and distributed by the Maricopa Association of Governments(MAG) and any amendments or supplements adopted by the City. 7.4 Provide the County a statement of services performed by the City pursuant to an executed LOA(City Statement) prior to the end of every fiscal year of the County. The City Statement shall also include are itemization of any and all costs dwelt to the City by the County and an invoice for any outstanding costs. The County's fiscal year ends;June 30th. 7.5 Permit the County to inspect the routine or emergency highway maintenance projects undertaken by the City on behalf of the County and pursuant to an LOA. If the County reasonably believes the project is not being conducted by the City in conformance with the LEA,or the County reasonably believes that that project has not been undertaken and conducted in a good and workmanlike manner,the City shall correct or re-perform it, as necessary, to the reasonable satisfaction of the County. - TERMS OF THE LOA a. Each LOA will describe the routine or emergency highway maintenance project and any goods or services that are being exchanged between the Parties. If applicable,the LOA will also state the amount of reimbursement owed to the other Party if the value of goods or services exchanged is not of equal value; provided, however; the total aggregate reimbursement that is in excess of the value of the goods or services received for all LOAs entered into pursuant to this Agreement shall not exceed$250,000 per fiscal year. Each Party will maintain a record of the goods and services exchanged over the life of the Agreement, 9. After the Parties enter into an LOA, and if there are unexpected or unforeseen costs that cause the value of the goods or services exchanged to become unequal or add to the amount of reimbursement for that LOA, the Parties shall amend the LOA, in Writing; provided, however, that the additional reimbursement shall not cause the total aggregate reimbursement for all LOAs to exceed$ 50,000 per fiscal year, 10. Prior to any work being performed under an LOA by either County or the City, payment shall be remitted to the owed Party for the project work to be done pursuant to the LOA. 11. All routine or emergency highway maintenance projects shall be performed in accordance with "Uniform Standard Specifications for Public Works Construction," current edition/revisions as of the date of each LOA and the"Uniform Standard Details for Public Works Construction," current edition/revisions as of the date of each LOA which are sponsored and distributed by the Maricopa Association of Governments (MAG) and any amendments or supplements adopted by the County and City,as applicable, RESOLUTION NO. 21-42 PAGE 5 OF 12 1 . All routine or emergency highway maintenance projects shall be performed with existing resources. 13. Nothing in any LOA shall be interpreted to enlarge or expand the County's or the City's authority. MANNED OF FINANCING 14. The County and the City shall budget, finance and bear the expense of each LOA separately. The County Transportation Director and the City designee shall ensure that sufficient financing is available prior to entering into an LOA. GENERAL TERMS AND CONDITIONS 15. To the extent permitted by law,each Party will indemnify,defend and save the other Party harmless, including any of the Prty's departments; agencies, officers, appointees, employees, elected officials or agents, from and against all loss, expense, damage or claim of any nature whatsoever which is caused by any activity,condition or event arising out of the negligent performance or nonperformance by the indemnifying Party of any of the provisions of this Agreement. By entering into this Agreement,each Party indemnifies the other against all liability, losses and damages of any nature for or on account of any injuries or death of persons or damages to or destruction of property arising out of or in any way connected with the performance or nonperformance of this Agreement, except such injury or damage as shall have been caused or contributed to by the negligence of that other Party; The damages which are the subject of this indemnity shall include but not be limited to the damages incurred by any Party, its departments, agencies, officers, and appointees, employees, elected officials or agents. In the event of an action, the damages which are the subject of this indemnity shall include costs,expenses of litigation and reasonable attorneys fees. 16. This Agreement shall become effective as of the date it is approved by the governing bodies of the Parties and remain in full force and effect until it is terminated by either Party or by January 1, 2031, whichever of the two occurrences comes first. Any Party may terminate this Agreement for any reason upon furnishing the other Party with a written notice at least thirty (30) days prior to the effective termination Tate indicated in such notice. 17. This Agreement shall be subject to the provisions of A.R.S. §38- 11; 18. The Parties warrant that they are in compliance with A,R.S. § 41-4401 and further acknowledge that: 18.1 Any contractor or subcontractor who is contracted by a Party to perform work on the Project shall warrant their compliance with all federal immigration laws and regulations that relate to their employees and their compliance with A,R.S. 214(:A),and shall keep a record of the verification for the duration of the employee's employment or at least three (3)fiscal years,whichever is longer. RESOLUTION NO. 21-42 AGE 6 OF 12 18.2 Any breach of the warranty shall be deemed a material breach of the contract that is subject to penalties up to and including termination of the contract: 18.3 The Parties retain the legal right to inspect the papers of any contractor or subcontractor employee who works on the Project to ensure that the contractor or subcontractor is complying with the warranty above and that the contractor agrees to make all papers and employment records of said employee available during normal working hours in order to facilitate such an inspection, 18.4 Nothing in this Agreement shall make any contractor or subcontractor an agent or employee of the Parties to this Agreement 19. Each Marty to this Agreement warrants that neither it not any contractor or vendor under contract with the Party to provide goods or services toward the accomplishment of the objectives of this Agreement is suspended or debarred by any federal agency which has provided funding that will be used in the Project described in this Agreement. 20. Each of the following shall constitute a material breach of this Agreement and an event of default ("Default") hereunder: A Party*s failure to observe or perform any of the material covenants,conditions or provisions of this Agreement to be observed or performed by that Party CDefaulting Party),where such failure shall continue for a period of thirty Q)days after the Defaulting Party receives written notice of such failure from the non-defaulting Party provided,however,that such failure shall not be a Default if the Defaulting lting Party has commenced to cure the Default within such thirty( 0)day period and thereafter is diligently pursuing such cure to completion, but the total aggregate cure period shall not exceed ninety (90) days unless the Parties agree in writing that additional time is reasonably necessary under such circumstances to cure such default. lathe event a Defaulting Party fails to perform any of its material obligations under this Agreement and is in Default pursuant to this Section* the non-defaulting Party, at its option* may terminate this Agreement. Further, upon the occurrence of any Default and at any time thereafter,the non-defaulting Party may; but shall not be required to, exercise any remedies now or hereafter available to it at law or in equity. 21. All notices required under this agreement to be given in writing shall be sent to: Maricopa County Department of Transportation Attn-. Intergovernmental Relations Branch 2901 West Durango Street Phoenix,Arizona 85009 City of Apache Junction Public Works Department Attn:Wever, P.E.,Director 575 E. Baseline Avenue Apache Junction,Arizona 8511 All notices required or permitted by this Agreement or applicable law shall be in writing and may be delivered in person (by hand or courier) or may be sent by regular, certified or registered mail or U.S. Postal Service Express Mail,with postage prepaid,and shall be deemed sufficiently given if served in a manner specified in this paragraph. Either Party may by written notice to the other specify a different address for notice. Any notice sent RESOLUTION NO. 21-42 PAGE 7 OF 12 by registered or certified mail,return receipt requested,shall be deemed given on the date - of delivery shown can the receipt card,or I no delivery date is shown,the postmark thereon If sent by regular mail, the notice shall be deemed given 72 hours after the notice is addressed as required in this paragraph and mailed with postage prepaid. Notices delivered by united States Express Mail or overnight courier that guarantee next day delivery shall be deemed given 24 hours after delivery of the notice to the Postal Service or courier. 22 This Agreement does not imply authority to perform any tasks,or accept any responsibility, not expressly stated in this Agreement. 23. This Agreement does not create a duty or responsibility unless the intention to do so is clearly and unambiguously stated in this Agreement. 24. This Agreement does not grant authority to control the subject roadway, except to the extent necessary to perform the tasks expressly undertaken pursuant to this Agreement. 25. Any funding provided for in this Agreement, other than in the current fiscal year, is contingent upon being budgeted and appropriated by the Maricopa County Board of Supervisors and the Apache Junction City Council in such fiscal year. This Agreement may be terminated by any Party at the end of any fiscal year due to non-appropriation of funds. 26, This Agreement shall be binding upon and inure to the benefit of the Parties and their respective successors and assignees, Neither Party shall assign its interest in this Agreement without the prior written consent of the other Party: 27. This Agreement and all Exhibits attached to this Agreement set forth all of the covenants, promises, agreements, conditions and understandings between the Parties to this Agreement, and there are no covenants, promises, agreements, conditions or understandings, either oral or written, between the Parties other than as set forth in this Agreement, and those agreements which are executed contemporaneously with this Agreement.This Agreement shall be construed as a whole and in accordance with its fair meaning and without regard to any presumption or other rule requiring construction against the party drafting this Agreement.This Agreement cannot be modified or changed except by a written instrument executed by all of the Parties hereto. Each Party has reviewed this Agreement and has had the opportunity to have it reviewed by legal counsel 28. The waiver by any Party of any right granted to it under this Agreement is not a waiver of any other right granted under this Agreement, nor may any waiver be deemed to be a waiver of a subsequent right obtained by reason of the continuation of any matter previously waived. 29. Wherever possible,each prevision of this Agreement shall be interpreted in such a manner as to be valid under'applicable law, but if any provision shall be invalid or prohibited under the law,such provision shall be ineffective to the extent of such prohibition or invalidation but shall not invalidate the remainder of such provision or the remaining provisions. RESOLUTION NO. 21-42 PIKE 8 Off° 12 30. Except as otherwise provided in this Agreement, all covenants, agreements, representations and warranties set forth in this Agreement or in any certificate or instrument executed or delivered pursuant to this Agreement shall survive the expiration or earlier termination of this Agreement for a period of one(1)year. 31. Nothing contained in this Agreement shall create any partnership, joint venture or other agreement between the Parties hereto. Except as expressly provided in this Agreement, no term or provision of this Agreement is intended or shall be for the benefit of any person or entity not a patty to this Agreement,and no such other person or entity shall have any right or cause of action under this Agreement, 32. Time is of the essence concerning this Agreement. Unless otherwise specified in this Agreement,the term"day"as used in this Agreement means calendar day, if the elate for performance of any obligation under this Agreement or the last day of any time period provided in this Agreement falls on a Saturday, Sunday or legal holiday,then the date for performance or time period shall expire at the class of business on the first day thereafter which is not a Saturday,Sunday or legal holiday. 33. Sections and other headings contained in this Agreement are for reference purposes only and shall not affect in any way the meaning or interpretation of this Agreement. 3 . This Agreement may be executed in two or more counterparts, each of which shall be deemed an original but all of which together shall constitute the same Instrument. Faxed, copied and scanned signatures are acceptable as original signatures. 5. The Parties agree to execute and/or deliver to each ether such ether instruments and documents as may be reasonably necessary to fulfill the covenants and obligations to be performed by such Party pursuant to this Agreement. 36. The Parties hereby agree that the venue for any claim arising out of or in any wayrelated to this Agreement shall be IUlaricopa County, Arizona, 37. This Agreement shall be governed by the laws of the State of Arizona. End of Agreement-Signature Page Follows FAGS 9 OF 12 IN WITNESS WHEREOF, the Parties have executed this Agreement. CITY OF APCHE JUNC11ON Recomrnended by: Bryant Powell date City Manager Approved and Accepted by: Walter"Chip'"Wilson Date City Mayor Attest by: Jennifer Pena Gate City Clerk APPROVAL OF CITY ATTORNEY The foregoing Agreement has been reviewed pursuant to A.R.S, 11-95 , as amended, by undersigned Counsel, who has determined that it is in proper form and within the powers and authority granted to the Apache Junction City Council under the la ws of the State of Arizona. City Attorney Late RESOLUTION NO. 21-42 PAGE 10 OF 12 IN WITNESS WHEREOF, the Parties have executed this Agreement. ARICOPA COUNTY Recommended by: f DOCUSiono by, , /9J2o21 Jennifer Toth,P.E. Date Transportation Director Approved and Accepted by: Chairman Date Board of Supervisors Attest by: Clerk of the Board Date APPROVAL OF DEPUTY COUNTYATTORNEY The foregoing Agreement has been reviewed pursuant to A.R.S. § 11-952, as amended, by the undersigned Deputy County Attorney, who has determined that it is in proper form and within the sowers and authority granted to the Beard of Supervisors under the laws of the State of Arizona. OccuSipnrd by. 9t2o21 Depu oun "Attorney Date RESOLUTION NO. 21-42 FACE 11 OF 12 EXHIBIT A Road-Related Tasks. a. Grading . Sweeping . Surface Treatment/Seal Coats d. Signage e. Striping f. Debris Removal g. Material Hauling h. Fence Repair i. Storm Crain/Culvert Repair j. Barricading k. Pothole Repair 1. Signal Maintenance M. Equipment Exchange n. Concrete Repair o. Bridge Repairs p, Storm Repairs q. Guardrail Repairs RESOLUTION NO. 21-42 PAGE 12 OF 12 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.4. File ID: 21-467 Sponsor:Thomas Kelly Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Proclamation designating the week of October 23, 2021 through October 31, 2021 as"Red Ribbon Week." City of Apache Junction,Arizona Page 1 Printed on 1011312021 i) rortamatt" On RED RIBBON WEEK OCTOBER 23, 2021 — OCTOBER 31, 2021 WHEREAS, cities across America have been plagued by the numerous problems associated with alcohol, tobacco, and other drug use; and WHEREAS, there is hope in winning the war on drugs, and the hope lies in the hard work and determination of our communities to create a drug free environment; and WHEREAS, local leaders in government and in the community know, that the support of the people in the neighborhoods is the most effective tool they can have in their efforts to reduce use of alcohol, tobacco and other drugs by the Citizens of Apache Junction; and WHEREAS, the red ribbon was chosen as a symbol commemorating the work of Enrique "Kiki" Camarena, a Drug Enforcement Administration agent who was murdered in the line of duty and has come to represent the belief that one person CAN make a difference; and WHEREAS, the Red Ribbon Campaign was established by Congress in 1988 to promote this belief and encourage a drug-free lifestyle and involvement in drug prevention efforts; and WHEREAS, the City of Apache Junction values the health and safety of all our citizens. Substance abuse is particularly damaging to one of our most valuable resources, our children, and is a contributing factor in the three leading causes of death for teenagers- accident, homicides and suicides; and WHEREAS, it is the goal of Red Ribbon Week and the City Council of Apache Junction to involve families, schools, businesses, churches, law enforcement agencies and service organizations in all aspects of this campaign and establish an atmosphere that supports awareness, education and on-going initiatives to prevent illegal drug use; and WHEREAS, the Red Ribbon Week Campaign theme promotes family and individual responsibilities for living healthy, drug-free lifestyles without illegal drugs or the illegal use of legal drugs; and WHEREAS, October 23 — 31, 2021 has been designated National Red Ribbon week, calling on all Americans to show their support for drug-free state by wearing a red ribbon and participating in drug-free activities during that week; and NOW, THEREFORE, I, Walter "Chip" Wilson, Mayor of the City of Apache Junction, Arizona, do hereby proclaim October 23-31, 2021 as RED RIBBON WEEK in Apache Junction, Arizona, of Pinal County, and encourage all citizens, businesses,public and private agencies,media,religious and educational institutions to wear and display red ribbons and participate in drug-free activities throughout that week, joining the rest of the state in promoting the Red Ribbon Celebration and a drug-free America. Signed and attested to this day of , 2021. WALTER"CHIP"WILSON Mayor ATTEST: JENNIFER PENA City Clerk City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 5. File ID: 21-556 Sponsor: Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Proclamation recognizing November as National American Indian Heritage Month. City of Apache Junction,Arizona Pagel Printed on 1011312021 F Vroclam tion NATIONAL AMERICAN INDIAN HERITAGE MONTH NOVEMBER 2021 WHEREAS, The history and culture of our great nation have been significantly influenced by American Indians and Indigenous peoples; and WHEREAS, The contributions of American Indians have enhanced the freedom, prosperity and greatness of America today; and WHEREAS, Their customs and traditions are respected and celebrated as part of a rich legacy throughout the United States; and WHEREAS, Native American Awareness Week began in 1976 and recognition was expanded by Congress and approved by President George Bush in August 1990, designating the month of November as National American Indian Heritage Month; and WHEREAS, In honor of National American Indian Heritage Month, community celebrations as well as numerous cultural, artistic, educational and historical activities occur. NOW, THEREFORE, 1, Chip Wilson, by virtue of the authority vested in me as Mayor of the City of Apache Junction do hereby proclaim November as the NATIONAL AMERICAN INDIAN HERITAGE MONTH In the City of Apache Junction and urge all our citizens to observe this month with appropriate programs,ceremonies and activities. Signed and attested to this day of 2021. WALTER"CHIP" WILSON Mayor ATTEST: JENNIFER PENA City Clerk City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.6. File ID: 21-557 Sponsor: Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Proclamation designating the month of October as"National Code Compliance Month". City of Apache Junction,Arizona Pagel Printed on 1011312021 Proclamation National Code Compliance Month OCTOBER,2021 WHEREAS, Code Enforcement Officers provide for safety and welfare of the citizens throughout the United States through the enforcement of local codes or ordinances facing various issues of building, zoning, housing, animal control, environmental, health and life safety; and WHEREAS, Code Enforcement Officers often have a challenging and demanding role and often do not receive recognition for the job that they do in improving living and working conditions for residents and businesses of local communities; and WHEREAS, Code Enforcement Officers are dedicated, and highly qualified professionals who share the goals of preventing neighborhood deterioration, enhancing and ensuring safety, and preserving property values through knowledge and application of housing, zoning, and nuisance codes and ordinances; and WHEREAS, Code Enforcement Officers often have a highly visible and interactive role in the communities while providing quality customer service and excellence to the communities in which they serve; and WHEREAS, the American Association of Code Enforcement wants to recognize and honor Code Enforcement Officers and Professionals all across the United States and bring awareness to the Importance of Code Enforcement to the communities of the United States; and NOW, THEREFORE, I, Walter "Chip" Wilson, Mayor of the City of Apache Junction,Arizona, do hereby proclaim the month of October,2021 as National Code Compliance Month in the City of Apache Junction,Arizona. Signed and attested to this day of ,2021. WALTER"CHIP"WILSON Mayor ATTEST: JENNIFER PENA City Clerk City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.7. File ID: 21-577 Sponsor:Al Bravo Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Presentation of proclamation designating the week of October 19 through October 24, 2021 as "Arizona Cities and Towns Week". City of Apache Junction,Arizona Page 1 Printed on 1011312021 F Vrorlam tion Cities and Towns Week October 17-23, 2021 WHEREAS; the citizens of Apache Junction rely on the City to experience a high quality of life in our community; and WHEREAS; cities and towns in Arizona work 24 hours a day, seven days a week to deliver vital City services such as fire,police and emergency medical response to ensure safe communities; and WHEREAS; cities and towns in Arizona also provide services and programs that enhance the quality of life for residents such as parks, utilities, street maintenance, sanitation and recycling services, libraries, community centers and recreational programs; and WHEREAS; it is important for Apache Junction to continue to provide the excellent delivery of services and programs that our citizens have come to expect in our community; and WHEREAS; it is one of the responsibilities of City officials to ensure open and accessible government through frequent communication with citizens using various avenues and means; and WHEREAS; through participation and cooperation; citizens, community leaders, local businesses and municipal staff can work together to ensure that services provided by Apache Junction can remain exceptional elements of the quality of life of our community. NOW THEREFORE be it resolved that the City of Apache Junction joins with the league of Arizona cities and towns and fellow municipalities across the state of Arizona in declaring October 17-23, 2021, as "ARIZONA CITIES & TOWNS WEEK" Signed and attested to this day of 120121. WALTER"CHIP"WILSON Mayor ATTEST: JENNIFER PENA City Clerk City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.8. File ID: 21-399 Sponsor:Thomas Kelly Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Presentation of 25-year Service Award to Kent Fowler, of the Apache Junction Police Department. City of Apache Junction,Arizona Page 1 Printed on 1011312021 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.9. File ID: 21-560 Sponsor: Chip Wilson Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Brief summary of intergovernmental updates from mayor and councilmembers. City of Apache Junction,Arizona Page 1 Printed on 1011312021 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 10. File ID: 21-561 Sponsor: Bryant Powell Agenda Date: 10/19/2021 Index: In Control: City Council Meeting City Manager's Report. City of Apache Junction,Arizona Page 1 Printed on 1011312021 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 11. File ID: 21-562 Sponsor:Al Bravo Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Announcement of current events. City of Apache Junction,Arizona Page 1 Printed on 1011312021 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 12. File ID: 21-554 Sponsor: Kelsey Schattnik Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Presentation, discussion, public hearing and consideration of proposed Ordinance No. 1517 (case PZ-21-68-PZ), a rezoning request by Sonoma Communities, represented by Adam Baugh of Withey Morris, PLC, to rezone approximately 22 acres, generally located near the southwest corner of Tomahawk Road and Broadway Avenue, from General Commercial ("B-1")and High Density Multiple-Family Residential ("RM-2")to High Density Multiple-Family Residential by Planned Development("RM-2/PD")to develop approximately 201 single-family rental units. City of Apache Junction,Arizona Page 1 Printed on 1011312021 City ofApache Junction Development Services Department Date : October 6, 2021 To: Honorable Mayor and City Council Members Through: Bryant Powell, City Manager Larry Kirch, Development Services Director Rudy Esquivias, Planning Manager From: Kelsey Schattnik, Planner Subject: October 19, 2021, City Council Public Hearing Item: P-21-68-PZ (Ordinance No. 1517) The Residences at Apache Trail - SW corner of Broadway Ave . and Tomahawk Rd. Background P-21-68-PZ is a proposed rezoning request of approximately 22 acres near the southwest corner of Broadway Avenue and Tomahawk Road from High Density Multiple-Family Residential ("RM-2") and General Commercial ("B-1") to High Density Multiple-Family Residential by Planned Development ("RM-2/PD") to allow approximately 201 single-story rental homes . Planning and Zoning Commission Recommendation The Planning and Zoning Commission public hearing was held on September 28, 2021 (planning staff report and exhibits attached) . The Planning and Zoning Commission unanimously voted to recommend approval of P-21-68-PZ . Draft ordinance no. 1517 was drafted with staff and the commission' s recommendation. Staff Recommendation Staff recommends approval of rezoning case P-21-68-PZ subject to the conditions found in the draft ordinance . Attachments: - Draft Ordinance No. 1517 - PZ Staff Report from September 28, 2021 with all attachments Kels 1 From: ahyuntudrnart Friday, September 1 t 2021 1 :21 ,4 Kelsey Schtttnik [External] Residences on Broadway-Tomahawk y Withey Morris Hello, y name is Hank. I own the Canyon food mart 76 Gas station on Old west hwy and the parcely the propose residences by Withey Morris. I had attended the virtual meeting on Tuesday and met the team of the builder there. I encourage and support the new proposal for that location. Not only I think that it would benefit the business gourd there but it would e attract residences that would get to enjoy what Apache junction has to offer. Sincerely, Hank t ORDINANCE NO. 1517 AN ORDINANCE OF THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, AMENDING THE APACHE JUNCTION, ARIZONA, ZONING ORDINANCE, BY AMENDING THE ZONING DISTRICT MAP, CITY OF APACHE JUNCTION, ARIZONA, CHANGING THE ZONING DISTRICT CLASSIFICATION FOR A PROPOSED NEW RENTAL COMMUNITY TO BE NAMED "THE RESIDENCES AT APACHE TRAIL" LOCATED ON THE PROPERTY DESCRIBED IN REZONING CASE P-21-68-PZ, A REQUEST BY SONOMA COMMUNITIES, REPRESENTED BY ADAM BAUGH OF WITHEY MORRIS, PLC, FROM GENERAL COMMERCIAL ("B-1") AND HIGH DENSITY MULTIPLE-FAMILY RESIDENTIAL ("RM-2") TO HIGH DENSITY MULTIPLE-FAMILY RESIDENTIAL BY PLANNED DEVELOPMENT ("RM-2/PD") ; REPEALING ANY CONFLICTING PROVISIONS; AND PROVIDING FOR SEVERABILITY. WHEREAS, the submitted planned development ("PD") plan proposes an approximate 201 lot residential rental community to be named "The Residences at Apache Trail, " located at the southwest corner of E. Broadway Avenue and S . Tomahawk Road on an approximately 22 acre subject property; and WHEREAS, on September 28, 2021, the Apache Junction planning and zoning commission voted 7-0 to recommend approval of rezoning case P-21-68-PZ, subject to the submitted conceptual PD plans and the conditions prescribed therein; and WHEREAS, the city council hereby determines that the proposed PD rezoning request conforms to the Apache Junction General Plan, and to all of the general criteria as specified in Apache Junction City Code, Volume II, Land Development Code, Chapter 1 : Zoning Ordinance, Article 1-5 : Zoning Bulk and Use Regulations, Section 1-5-1, Residential Use Regulations and Article 1-4 : Zoning Districts, Section 1-4-3, Planned Development ("PD") Overlay District (except as otherwise conditioned herein) , including integration with the surrounding neighborhood, adequate traffic accommodation, adequate public facilities, extension of infrastructure, and that the design and uses should result in enhancements to the social, built and natural environments in the city; and WHEREAS, pursuant to A.R. S . § 9-462 . 01 (J) , the city council, before adopting any zoning ordinance or text amendment of general applicability, shall consider the probable impact the ORDINANCE NO. 1517 PAGE 1 OF 6 proposed zoning ordinance or text amendment would have on the cost to construct housing for sale or rent; and WHEREAS, the city council has determined the adoption of this ordinance or text amendment will have no negative impact on the cost to construct housing for sale or rent as delineated under A.R. S . § 9-462 . 01 (J) . NOW THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF APACHE JUNCTION, ARIZONA, AS FOLLOWS : SECTION I IN GENERAL The zoning district classification on the Zoning District Map, City of Apache Junction, Arizona, for the parcels of land legally described as : That portion of the Northeast quarter of Section 28, Township 1 North, Range 8 East, Gila & Salt River Base and Meridian, Pinal County, Arizona, described as follows : Beginning at the Northeast corner of said Section 28; Thence South 89048123" West, along the North line of said Northeast quarter a distance of 420 . 00 feet; Thence departing said North line, South 12015 ' 34" West, a distance of 563 . 31 feet; Thence North 89'56 ' 56" East, a distance of 540 . 10 feet, to the East line of said Northeast quarter; Thence North 00'03 ' 04" West, along said East line, a distance of 551 . 40 feet to the Point of Beginning. Containing 264, 418 . 65 square feet or 6 . 07 acres, more or less (also known as parcel 102-02-001B) ; and That portion of the Northeast quarter of Section 28, Township 1 North, Range 8 East, Gila & Salt River Base and Meridian, Pinal County, Arizona, described as follows : Commencing at the Northeast corner of said Section 28; Thence South 89'48 ' 23" West, along the North line of said Northeast Quarter, a distance of 420 . 00 feet to the Point of Beginning; Thence continuing along said North line, South 89048 ' 23" West, a distance of 1564 . 77 feet; Thence departing said North line, South 54'57 ' 08" East, a distance of 1, 531 . 36 feet; Thence North 35002 ' 52" East, a distance of 299 . 84 feet; Thence North 12015 ' 34" East, a distance of 654 . 13 feet to the Point of Beginning; Containing ORDINANCE NO. 1517 PAGE 2 OF 6 729, 321 . 97 square feet or 16 . 74 acres, more or less (also known as parcel 102-02-002B) ; be and hereby is amended from General Commercial ("B-1") and High Density Multiple-Family Residential ("RM-2") to High Density Multiple-Family Residential by Planned Development ("RM- 2/PD") subject to the following conditions of approval : 1) All the provisions of the Zoning Ordinance are applicable to this case . 2) The development shall reflect substantial compliance and consistency with the Planned Development presented with case P-21-68-PZ, incorporated by reference herein, and as otherwise specified through these conditions of approval, to include general layout, elevations, lot sizes, setbacks, reduced rear setback of 10' , public and private rights-of- way, easements and tracts, amenities (including proposed pool and clubhouse) , perimeter and interior lot separation walls, model types, landscaping and other improvements . 3) All elevations shall include a uniform application of materials on all buildings . Different color palettes shall be used to differentiate and vary building elevations . Allocation of materials shall be consistent throughout the site . 4) Landscaping, screening and irrigation improvements, located within a minimum 10-foot deep strip inside the net property line (but outside of required walls) along the perimeters of the property, shall be provided in compliance with the city' s landscape and screening requirements contained in Apache Junction City Code, Volume II, Land Development Code, Chapter 1, Zoning Ordinance, Article 1-8 : Landscape Regulations . All required trees shall be 24" box and all required shrubs shall be 5-gallon in size and a decorative 6-foot-tall fence shall be constructed. 5) Street improvements include, but are not necessarily limited to, extension of pavement and the provision of sidewalk, curb, gutter, streetlights, underground utilities, fire hydrants, landscaping and shall be required as part of this planned development project and subject to review and approval by the city engineer. ORDINANCE NO. 1517 PAGE 3 OF 6 6) The developer shall meet the Traffic Impact Analysis, CLOMAR/LOMAR, drainage, and FEMA floodplain requirements, as outlined by the city engineer in the previously provided pre-application and review comments . 7) The proposed development will not be age-restricted. 8) All applicable permits shall be applied for and plans shall be designed to current city codes prior to any lot grading or construction on the lots . Inclusively, all applicable development fees, including but not limited to public art fees, shall be paid at the time of permit issuance . Development fees shall be paid on a per unit basis . 9) All common and amenity areas, and tracts within and immediately adjacent to the proposed development, including perimeter walls and fences, and interior and exterior common area landscaping, shall be owned and maintained in good condition at all times by the owners or homeowners association of the proposed subdivision. 10) The developer' s engineer shall meet the civil engineering improvement plans and document requirements, as outlined in the previously provided pre-application and review comments and in accordance with the city' s approved engineering standards that are in effect at the time of plan submittal . 11) A land division of the northern portion of the eastern parcel (102-02-001B) , and subsequent lot combination of the newly created parcel and existing RM-2 zoned parcel (102- 02-002B) , shall be required. 12) Minor PD modifications or alterations of the approved architecture designs, floor plans, open space, unit mix, clubhouse location or development plan, shall be administratively reviewed and approved by the development services director or designee ("the director") . 13) Major deviations or proposed changes from the original plans associated with this case will require a major PD amendment. The director shall interpret the proposed modification to be significant/major if, in the director' s opinion, the modified project density (i .e. , units per acre) is proposed to be increased by more than 10%, the ORDINANCE NO. 1517 PAGE 4 OF 6 quality of project design is diminished, the types of proposed land uses are significantly altered and/or the overall character of the project is contrary to the intent and spirit of the original city council PD ordinance approval . 14) The developer will meet with the city to dedicate pieces of the land for trail use . SECTION II REPEALING ANY CONFLICTING PROVISIONS : All ordinances and parts of ordinances in conflict with the provisions of this ordinance are hereby repealed. SECTION III PROVIDING FOR SEVERABILITY: If any section, subsection, sentence, phrase, clause or portion of this ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions thereof. PASSED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, THIS DAY OF f 2021 . SIGNED AND ATTESTED TO THIS DAY OF 2021 . WALTER "CHIP" WILSON Mayor ATTEST: JENNIFER PENA City Clerk ORDINANCE NO. 1517 PAGE 5 OF 6 APPROVED AS TO FORM: RICHARD JOEL STERN City Attorney ORDINANCE NO. 1517 PAGE 6 OF 6 City ofApache Junction Development Services Department PLANNING AND ZONING COMMISSION PUBLIC HEARING STAFF REPORT DATE: September 28, 2021 CASE NUMBERS: P-21-68-PZ "The Residences at Apache Trail" OWNERS: Kalevala Investment LTD APPLICANT: Sonoma Communities represented by Adam Baugh and Stephanie Watney of Withey Morris, PLC REQUEST: Proposed rezoning of approximately 22 . 77 acres from B-1 ("General Commercial") and RM-2 ("High Density Multiple-Family Residential") to RM-2/PD ("High Density Multiple-Family Residential by Planned Development") . LOCATION: The property is generally located near the Southwest corner of Broadway Avenue and Tomahawk Road. GENERAL PLAN/ ZONING DESIGNATION: High Density Residential ("MDR") and Commercial ("COMM") ; currently zoned B-1 and RM-2 . SURROUNDING USES: North: B-1 (General Commercial) , PI (Public and Institutional) and MHP (Manufactured Home Park) ; South: B-1; East: RS-20M (Medium Density Single-Family Detached Residential) ; West: B-1/PD. "The Residences at Apache Trail"Case P-21-68-PZ September 28,2021 Planning and Zoning Commission Staff Report 1 BACKGROUND The property has historically been vacant, no development history is available . Most recently Sonoma Communities has formally expressed interest in the 22 . 77 acre property for a 201-lot, for-rent, single- family residential community. PROPOSALS P-21-68-PZ is a proposed rezoning of two properties, which total approximately 22 . 77 net acres, and which are generally located near the Southwest corner of Broadway Ave. and Tomahawk Rd. The west parcel (102-02-002B) is being rezoned from High Density Multiple-Family Residential ("RM-2") to High Density Multiple- Family Residential by Planned Development ("RM-2/PD") . Part of the east parcel (the north +/- 55 feet of 102-02-001B) is being rezoned from General Commercial ("B-1") to High Density Multiple-Family Residential by Planned Development ("RM-2/PD") . The PD plan proposes to develop a 201-lot residential rental community. PLANNING STAFF ANALYSIS Relationship to General Plan: The subject site is designated by the city' s General Plan as "High Density Residential" (APN 102-02-002B) and "Commercial" (a portion of APN 102-02-001B) . The proposed use constitutes a minor General Plan amendment of a portion of APN 102-02-001B from the land use type "Commercial" to "High Density Residential" . Zoning/Site Context: The approximate 22 acre property is surrounded by residential properties on the East, a mix of commercial and residential properties on the North, and commercial on the West and South. "The Residences at Apache Trail"Case P-21-68-PZ September 28,2021 Planning and Zoning Commission Staff Report Planned Development Zoning: There is one (1) Zoning Ordinance deviation being requested as a part of the proposed planned development rezoning. The RM-2 zoning district normally requires a setback of 20 feet in the rear. The PD plan proposes a rear setback of 10 feet . The southerly sides of the proposed development are considered the rear. Residential Development Standards Table Rm-2 PD Proposal Density 22 du/ac 10.1 du/ac Min. lot area per 1, 980 sf 4, 935 sf dwelling unit Min. Development Area 7, 000 sf - Min. Lot Width 60' Max. Height 40' Single-Story Units: 25' Garage/Carriage Units: 30' Leasing Office/Clubhouse: 25' Stand-alone Garage: 16' Max. Lot Coverage 500 270 Min. Setbacks Front 201 201 Side 10, 10, Rear 201 10, Street Side 10, 10, Open Space Usable Common OS: 6.70 (1.35 ac) Private Rear Yard OS: 10.70 (2.15 ac) Total Open Space 500 Infrastructure Improvements: Two (2) full access driveway entrances are proposed to access Broadway Road, one from the main (west) portion of the site and one from the east portion. The driveways will allow movements in all directions . No access is proposed to Tomahawk Road due to the drainage improvements anticipated along Tomahawk Road. Proposed improvements consist of widening the existing pavement to provide the required roadway half width, curbing & sidewalk along both roads . Furthermore, all other necessary on-site and off-site improvements, such as community amenities, retention basins, accessible routes, and landscape buffers, will be built at the "The Residences at Apache Trail"Case P-21-68-PZ September 28,2021 Planning and Zoning Commission Staff Report 3 time of development. Please see project narrative to see a detailed list of all proposed infrastructure improvements . Public input: Neighborhood meeting notification letters were sent from the applicant to all property owners within a 300-foot radius . On September 14, 2021 a neighborhood meeting took place via zoom and one (1) person attended the meeting. Please see final participation report for additional details (attached) . Staff received one (1) email regarding the rezoning. The resident was in favor of the rezoning. The full email is attached. FINDINGS OF FACT As required by the Apache Junction Zoning Ordinance, a Planned Development request may be approved by the City Council after consideration has been given to three different criteria. The criteria is outlined in the text below: 1 . That a better design cannot be achieved by applying the strict provisions of the underlying zoning district. Applicant Response: in order to achieve the proposed medium density and accommodate private backyards, utilization of the Planned Development option is necessary to achieve some relief from RM-2 standards that are more commonly associated with traditional apartments. 2 That strict adherence to the provisions of the zoning ordinance is not required in order to ensure the health, safety and welfare of the inhabitants of the proposed development. Applicant Response: The proposed development will conform with all provisions of the zoning ordinance and Apache Junction Codes to ensure health, safety and welfare of all inhabitants of the proposed development. The PD option is being requested to provide for a more livable housing opportunity for future residents. "The Residences at Apache Trail"Case P-21-68-PZ September 28,2021 Planning and Zoning Commission Staff Report 4 3 . That strict adherence to the ordinance is not required to ensure that property values of adjacent properties will not be reduced. Applicant Response: The proposed development will be a quality development more akin to a single-family community. Given the surrounding land uses which consist primarily of vacant land, it is not anticipated that the proposed development will have an impact on property values. FINDINGS OF FACT FOR MINOR GENERAL PLAN ANENDEMENT As required by the Apache Junction General Plan, a Minor General Plan request may be approved by the City Council after consideration has been given to specific criteria. The criteria is outlined in the text below: 1 . Whether the amendment proposes a land use designation that the Land Use Plan Map does not adequately provide optional sites to accommodate . Applicant Response: The requested amendment is to create uniformity for the larger Property and the proposed residential development. Because the proposed development includes contiguous parcels, there are no other optional sites to accommodate the proposal 2 Whether the amendment constitutes an overall improvement to the General Plan, will not solely benefit a particular landowner or owners at a particular point in time, and is consistent with the overall intent of the 2020-2050 General Plan. Applicant Response: The proposed housing type that this development will offer is a unique niche that is becoming more popular across the Valley and attracts new residents including young professionals, millennials, and empty nesters who are looking for a "lock and leave" lifestyle. Additionally, the proposed in fill development will provide new residents to support future employment and commercial uses within Apache Junction. Therefore, this amendment constitutes an overall improvement to the General Plan which will not be solely for the good or benefit of the owner. "The Residences at Apache Trail"Case P-21-68-PZ September 28,2021 Planning and Zoning Commission Staff Report 3 . Whether the proposed amendment is justified by an error in the 2020-2050 General Plan as originally adopted. Applicant Response: No known errors exist with the designation of the Subject Site, however there are site constraints that limit development of the Subject Site which are overcome—in this case—only by inclusion of the Subject Site as part of a larger development . 4 Whether the proposed change is generally consistent with goals, objectives, and other elements of the 2020-2050 General Plan. Applicant Response: This amendment is consistent with the goals, objectives and other elements of the General Plan as it will provide a framework for a quality development while diversifying the housing stock in Apache Junction to provide new housing options to residents. These are all goals of the General Plan, as noted below: Goal 3.2 - Diversify housing stock and neighborhoods by incorporating a variety of housing types and associated values to allow for a diverse demographic of -residents. Goal 3. 3 - Maintain and attract a quality housing stock in condition, design and construction standards. Goal 4. 8 - Provide a variety of housing options. 5 . Whether the proposed change is justified by a change in community conditions or neighborhood characteristics since adoption of the Plan. Applicant Response: There are no known changes to the community conditions or neighborhood characteristics since adoption of the Future Land Use Plan 6 . Whether the amendment will adversely impact a portion of, or the entire community by: a. Significantly altering acceptable existing land use patterns, especially in established neighborhoods . Applicant Response: This request will not result in a significant alteration of the existing land use patterns; rather, it will provide certainty for the surrounding area "The Residences at Apache Trail"Case P-21-68-PZ September 28,2021 Planning and Zoning Commission Staff Report 6 b. Significantly reducing the housing to jobs balance in the Planning Area. Applicant Response: The Subject Site comprises 5. 01-acres and development of the site is limited due to the existing site constraints, including challenges associated with the existing wash. The proposed General Plan Amendment will not have an overall negative impact on the total City's current job-to- population ratio, as the Subject Site's attributes preclude meaningful activation of the Property with commercial uses. Additionally, it is anticipated that, with the addition of new residents, support for existing and future employment and commercial uses in the area will occur. The re-designation of the Property to a residential designation will be in accordance with the City's goals and policies c. Substantially decreasing existing and future water supplies . Applicant Response: It is not anticipated that this proposal will create any issues for current or future water supplies. There is existing water infrastructure within Broadway Road and Old West Highway to service the community, which will be connected to and improved, as necessary, to service the development. d. Replacing employment with residential uses . Applicant Response: As noted above, the Subject Site is a small 5. 01-acre site that is by itself— challenged. Given the site constraints, it is unlikely that the Subject Site would develop as a meaningful employment use. e . Requiring additional and more expensive improvements to infrastructure systems and/or proximity to municipal facilities and/or services than are needed to support the prevailing land uses and which, therefore, may impact the level of service for existing and proposed developments in other areas . Applicant Response: Improvements for the development will be constructed, as required, to ensure that there are adequate infrastructure systems to service the Property. It is not anticipated that the level of service for existing or future development will be impacted by the proposed development. "The Residences at Apache Trail"Case P-21-68-PZ September 28,2021 Planning and Zoning Commission Staff Report 7 f. Increasing traffic (without mitigation measures) on existing roadways beyond the planned level of service, and that negatively impact existing and planned land uses . Applicant Response: A Traffic Impact Analysis has been provided to the City under separate cover with the PD application. The TIA provides recommendations for mitigation of any impacts the Project may have on the adjacent street system. Ultimately, the developer of the Property will construct the adjacent half- street improvements, as required, and will continue to comply with the City's current engineering policies and standards, and work to provide solutions that will enhance the City's transportation networks. g. Affecting the existing character (i .e . , visual, physical and functional) of the immediate area. Applicant Response: The proposed development will not affect the existing character of the area, which consists of primarily vacant land to the west, south and east. With respect to the physical character, development of the Subject Site as part of the larger Residences at Apache Trail will provide for physical drainage solutions and preservation of a significant wash corridor. h. Increasing the exposure of residents to aviation generated noise, safety and/or flight operations . Applicant Response: It is not anticipated that the proposed project will be affected by significant aviation impacts. i . Materially diminishing the environmental quality of the air, water, land, or cultural resources . Applicant Response: The Project will not significantly impact the surrounding natural environment. The Project has been designed to preserve the existing wash corridor and significant improvements to the Property will be provided, including a meaningful amount of private open space, furthering several goals of the General Plan "The Residences at Apache Trail"Case P-21-68-PZ September 28,2021 Planning and Zoning Commission Staff Report 8 j Significantly altering recreational amenities such as open space, parks, and trails . Applicant Response: The Project will not significantly alter recreational amenities. Rather, it will provide a formalized frontage with landscaping and sidewalks, which will improve the pedestrian experience while providing visual access to the wash. PLANNING DIVISION RECOMMENDATION Staff acknowledges the proposed planned development deviation of the reduced rear setback requested for this community. The applicant is also asking for flexibility in the site layout/density due to the anticipated requirements of the Conditional Letter of Map Revision ("CLOMAR") process through FEMA. As such, and within the context of trade-offs for the requested zoning deviations, staff is supportive of the proposed project due to the enhanced features such as the building elevations, community amenities and overall site design, and respectfully recommends to the Commission that they include the following conditions of approval as part of a favorable recommendation to the City Council . As always, Commissioners may recommend changes or additional conditions which they feel will improve the development plan. RECOMMENDED MOTION FOR PLANNED DEVELOPMENT REZONING I move that the Planning and Zoning Commission recommend to the Apache Junction City Council the (APPROVAL/DENIAL) of planned development rezoning case P-21-68-PZ, a request by Sonoma Communities (developer) , represented by Adam Baugh of Withey Morris, PLC (applicant) , for an approximate 201 for-rent single- family residential community to be named The Residences at Apache Trail, generally located near the Southwest corner of Broadway Avenue and Tomahawk Road, from General Commercial ("B- 1") and RM-2 (High Density Multiple-Family Residential) to High Density Multiple-Family Residential by Planned Development ("RM- 2/PD") , subject to the following conditions of approval : 1) All the provisions of the Zoning Ordinance are applicable to this case . 2) The development shall reflect substantial compliance and consistency with the Planned Development presented with case P-21-68-PZ, incorporated by reference herein, and "The Residences at Apache Trail"Case P-21-68-PZ September 28,2021 Planning and Zoning Commission Staff Report 9 as otherwise specified through these conditions of approval, to include general layout, elevations, lot sizes, setbacks, reduced rear setback of 10' , public and private rights-of-ways, easements and tracts, amenities (including proposed pool and clubhouse) , perimeter and interior lot separation walls, model types, landscaping and other improvements . 3) All elevations shall include a uniform application of materials on all buildings . Different color palettes shall be used to differentiate and vary building elevations . Allocation of materials shall be consistent throughout the site . 4) Landscape, screening and irrigation improvements, planted within a minimum 10-foot deep strip inside the net property line (but outside of required walls) along the perimeters of the property, shall be provided in compliance with the city' s landscape and screening requirements contained in Apache Junction City Code, Volume II, Land Development Code, Chapter 1, Zoning Ordinance, Article 1-8, Landscape Regulations . All required trees shall be 24" box and all required shrubs shall be 5-gallon in size and a decorative 6-foot-tall fence shall be constructed. 5) Street improvements include but not necessarily limited to, extension of pavement and the provision of sidewalk, curb, gutter, streetlights, underground utilities, fire hydrants, landscaping shall be required as part of this planned development project, and subject to review and approval by the City Engineer. 6) The developer shall meet the Traffic Impact Analysis, CLOMAR/LOMAR, drainage, and FEMA floodplain requirements, as outlined by the City Engineer in the previously provided pre-application and review comments . 7) The proposed development will not be age-restricted. 8) All applicable permits shall be applied for and plans shall be designed to current city codes prior to any lot grading or construction on the lots . Inclusively, all applicable development fees, including public art fees, shall be paid at the time of permit issuance. Development fees shall be paid on a per unit basis . "The Residences at Apache Trail"Case P-21-68-PZ September 28,2021 Planning and Zoning Commission Staff Report 10 9) All common areas, amenity areas, and tracts within and immediately adjacent to the proposed development, including perimeter walls and fences, and interior and exterior common area landscaping, shall be owned and maintained in good condition at all times by the owners or homeowners association of the proposed subdivision. 10) The developer' s engineer shall meet the civil engineering improvement plans and document requirements, as outlined in the previously provided pre-application and review comments and in accordance of the city' s approved engineering standards that are in effect at the time of plan submittal . 11) A land division of the northern portion of the eastern parcel (102-02-001B) , and subsequent lot combination of the newly created parcel and existing RM-2 zoned parcel (102-02-002B) , shall be required. 12) Minor PD modifications or alterations of the approved architecture designs, floor plans, open space, unit mix, clubhouse location or development plan, shall be administratively reviewed and approved by the Director or designee . 13) Major deviations or proposed changes from the original plans associated with this case will require a Major PD Amendment. The Director or designee shall interpret the proposed modification to be significant/major if, in the Director or designee' s opinion, the modified project density (i .e . , units per acre) is proposed to be increased by more than 100, the quality of project design is diminished, the types of proposed land uses are significantly altered and/or the overall character of the project is contrary to the intent and spirit of the original City Council PD ordinance approval . Ke4ey Schattnik Prepared by Kelsey Schattnik Planner Attachments: Exhibit #1 - P-21-68-PZ Project Narrative Exhibit #2 - P-21-68-PZ Vicinity Map Exhibit #3 - P-21-68-PZ Elevations Exhibit #4 - P-21-68-PZ Preliminary Landscape Plan Exhibit #5 - P-21-68-PZ Final Participation Report "The Residences at Apache Trail"Case P-21-68-PZ September 28,2021 Planning and Zoning Commission Staff Report SONOMA COMMUNITIES THE RESIDENCES AT APACHE TRAIL l stiff PD Narrative 2nd Submittal: September 2021 1 St Submittal: July 2021 Y?a s f t Development Team Applicant Withey Morris, PLC 2525 E. Arizona Biltmore Circle Ste. A-212 Phoenix, AZ 85016 it" Contact: Adam Baugh Email: adam@witheymorris.com tTHEY MORRIS tc. Phone: (602)230-0600 .011Y W**"kTt& Developer Sonoma Communities 4340 East Indian School Road, Suite 21-204 SONOMA Phoenix, Arizona 85018 Contact: Jim Stockwell COMMUNITIES Email:jtockwell@clydecap.com Phone: (602) 777-0505 Architect Felten Group 18325 North Allied Way, Ste. 200 Phoenix, AZ 85054 FELTENGROUP Contact: Paul Knitter, NCARB, AIA, ALA ARCH,"'URF,I IN6 0MN,,'`S. Email: paul.knitter@feltengroup.com Phone: (602) 867-2500 Landscape Architect McGough/Adamson 535 East McKellips Road, Ste. 131 Mesa, AZ 85201 Contact: Nick Adamson, RLA Email: nicka@MG-AZ.com Phone: (602) 997-9093 Engineer Terrascape Consulting 645 E Missouri Ave, Ste 160 Phoenix, AZ 85012 pe Contact: Dave Soltysik l f ; Email: dsoltysik@terrascape.us Phone: (480)454-8010 Page'2 TABLE OF CONTENTS A. Introduction......................................................................................................................................4 B. Request.............................................................................................................................................4 C. Project Overview...............................................................................................................................4 D. PD Permitted Uses............................................................................................................................5 E. Development Standards....................................................................................................................5 F. Residential Design and Architecture..................................................................................................6 G. Design Guidelines..............................................................................................................................7 H. Site Plan Details................................................................................................................................8 I. Landscaping and Open Space............................................................................................................9 J. Infrastructure....................................................................................................................................9 K. General Plan Conformance.............................................................................................................. 10 L. Planned Development Findings....................................................................................................... 13 M. Planned Development Administrative Amendments ....................................................................... 14 N. Conclusion ...................................................................................................................................... 14 LIST OF EXHIBITS 1. Aerial and Vicinity Map 2. General Plan Future Land Use Map Page A. Introduction Sonoma Communities ("Sonoma") plans to develop 22.77 gross acres located at the southwest corner of Broadway Road and Tomahawk Road in Apache Junction (the "Property"). The property is composed of two parcels and is surrounded by vacant land to the west,south,and east. To the north is partially vacant land and other uses such as a church, restaurant, and assisted living facility. See Vicinity Map and Aerial Map attached at Tab 1. The existing zoning for the Property is RM-2 and B-1. This application proposes to rezone the entire site to RM-2/PD (High Density Multi-Family Residential with a Planned Development Overlay)to allow a new residential rental community that offers single-family homes with private outdoor patio spaces for lease. The Applicant seeks to develop the Property in accordance with the RM-2 zoning district with modified development standards to create a superior level of design along this corridor. The AJ General Plan land use map designates the Broadway Road frontage of the property as High Density Residential and the Tomahawk frontage as Commercial.The Property is also located within the Old West Redevelopment Area. Accordingly, a Minor General Plan Amendment accompanies this application to change the land use designation from Commercial to High Density Residential along the east side. B. Request This application requests to rezone the Property from RM-2 and B-1 to Planned Development("PD")with underlying Multi-Family Residential (RM-2) zoning. C. Project Overview The intent of the Residences at Apache Trail is to allow a high-end rental home community. The PD proposes some modified development standards to ensure appropriate flexibility necessary to address and design around some of the inherent site constraints as well as possible administrative changes which might be needed in the future related to product design,floor plans and architecture. The PD proposes a single-family rental home community that will offer a total of 201 units in 1-bedroom small (12), 1-bedroom large (62), 2-bedroom (108), 3-bedroom (11), and 2-bedroom carriage (8) configurations with an overall density of approximately 10.1 du/ac. While the vast majority of the homes are single story, eight (8) will be two-story carriage units located above a garage, which will further diversify the community's housing options. The Residences at Apache Trail will offer the benefit of a single-family home lifestyle without the cost, hassle of maintenance or the long-term commitment of a mortgage. Residents will enjoy the amenities and property management services of a high-end multi-family development without the confines of apartment living. Retirees, empty nesters, military service members and millennials are looking for a less burdensome lifestyle that is more "lock-and-leave" and does not require the typical maintenance of traditional living. Additionally, residents are looking for a diversity of housing that can accommodate a variety of lifestyles and transitions. This housing option has gained tremendous popularity in the recent Page' years and serves an emerging market segment. The Residences at Apache Trail is a community where residents can live free of the maintenance and cost obligations of traditional homeownership. The cottage,farmhouse and desert modern architecture include substantial front porches that deliver an attractive product to the marketplace. All units will be single story, however a small number (8) of two- bedroom carriage units will be provided over garages. The proposed community has a residential scale that is appropriate for the surrounding area. Further, this development offers multiple types of highly stylized homes with enhanced architectural elements. The overall architectural design emphasizes the use of interior natural light, spacious open floor plans and high ceilings. This development proposal aims to provide convenient access to services in the area, employment opportunities and amenities. The proposed plan will create an intimate community designed to foster connections and caring relationships amongst other residents by a series of interconnected trails and view corridors along with gathering spaces for all residents. D. PD Permitted Uses Permitted RM-2 land uses include: 1) Residential Units, 2) Accessory Vehicle Garages and Canopies, 3) Leasing office,4)Residential Clubhouse and Community Pool,and 5)Accessory resident storage buildings. E. Development Standards Development of the Project shall conform to the standards set forth in the RM-2 Zoning District of the Apache Junction Zoning Ordinance and the standards set forth in this PD Amendment. Should a conflict between the Zoning Ordinance and this PD,the less restrictive standard shall apply. Table A: Residential Development Standards Table RM-2 PD Proposal Density 22 du/ac 10.1 du/ac Min.lot area per dwelling unit 1,980 sf - Min. Development Area 7,000 sf - Min. Lot Width 60' - Max. Height 40' Single-Story Units: 25' Garage/Carriage Units: 30' Leasing Office/Clubhouse:25' Stand-alone garage: 16' Max.lot coverage 50% 27% Min.Setbacks(Perimeter) Front 20' 20' Side 10, 10, Rea r 20' 10, Street Side 10' 10' Open Space Usable Common OS: 6.7% (1.35 ac) Page Private Rear Yard OS: 10.7% (2.15 ac) Total Open Space 50% Deviations&Justification The site is constrained due to the adjoining wash corridor. Therefore, in order to make development feasible, a reduction of the rear yard setback is requested herein. This minor deviation will achieve the superior characteristics of the community—including the provision of private backyard open space—and will not be detrimental to community residents or surrounding property values. This deviation is appropriate since the proposed development is not typical garden style apartment type development for which the RM-2 code is intended. Because the community is designed to feel and live more like a single-family residential community, it is optimal to have a 10' rear setback which is private yard space for individual tenants. F. Residential Design & Architecture The Residences at Apache Trail has a higher-quality focus on single family living with individual private yards, front covered patios, courtyard concept land plan and resort-like amenities all within a lush landscape palette(still low water tolerant)and detailed architectural vernacular like patio homes for lease under twenty-four-hour professional management. A very small number of the homes (8) will be two- bedroom carriage units located over the garages. The homes will be arranged around several active and inactive space areas, with a dog park, multiple barbecue stations, fire pits, pool and indoor amenity areas, creating a gathering place for residents and cultivating a sense of community. Covered, uncovered and garage parking for residents and guests will be provided within a looped private drive for each development area for convenient access to each residential unit. The proposed project will feature a lush, drought-tolerant landscape palette consistent with the area. Every home in the community will be single-story in a modern, open floor plan design with high ceilings, abundant natural light, and a private outdoor patio and backyard except for a small number of two- bedroom carriage units (8) located over the garages. Private rear yards throughout the development make up a significant portion of private open space. Each home will incorporate energy efficient design, full smart home automation and will feature high-end finishes and appliances.The homes will be designed in cottage,farmhouse and desert modern styles, utilizing pitched roofs and clustered architectural themes to create a unique residential environment. Each floor plan will have 3 elevation types to provide diversity of design and improve aesthetics. The Residence Club/leasing office building will provide a central gathering area for residents and their guests. The Leasing Office will provide a central location for residents and potential residents to view available residences. Garage and resident storage buildings are available to residents only. All buildings are single story other than the few (8) aformentioned two-bedroom carriage units. Homes will meander back and forth through the community streets to create a sense of depth and architectural interest while avoiding the feel of an entry level production home subdivision where all homes are lined up in a straight line on each street. Page'6 The unique open space areas, scattered throughout the project, deep backyards and significant front and porches are signature elements of this concept. Homes are being designed to include oversized rear sliding glass doors, large marble or natural stone kitchen islands and backsplashes, a great room, larger livable interior space, upgraded stainless steel appliances, technology packages, valet-trash, onsite storage and enclosed garages. G. Design Guidelines The Residences at Apache Trail is designed with enhanced architecture. The landscaping along the streetscape will aid in transitioning uses from the building into the pedestrian experience. In addition to the attractive design of the buildings,the proposed density, building height, lot coverage,open space and landscape setbacks meets (or is less intensive than)the underlying zoning district standards. Further,the design elements have been carefully chosen to further the relationship between the homes and the surrounding environment. In addition,the developer has taken great care in designing an entry that feels more like a small, single family community than a traditional multifamily one. Architectural Elements and Details The community elevations may utilize a variety of the following elements to enhance and diversify the community's character, including but not limited to the following: 1. Recessed or projecting balconies 2. Awnings 3. Porches 4. Columns 5. Decorative doors and windows 6. Exterior moldings 7. Roof overhangs 8. Stucco 9. Masonry 10. Wood or metal accents 11. Decorative lighting 12. Ledges 13. Arched windows 14. Shutters 15. Load-bearing masonry, brick or stone 16. Neutral stone in full-size blocks, not veneer 17. Copper or galvanized metal gutters, roof drain downspouts, metal roofing on awnings 18.Tie and rod assembly metal canopies for shade 19. Reveal lines 20. Decorative metal fence panels for accent elements and/or plantings H. Site Plan Details Product Page The community will offer a total of 201 units in 1-bedroom small (12), 1-bedroom large (62), 2-bedroom (108), 3-bedroom (11), and 2-bedroom carriage (8) configurations with an overall density of approximately 10.1 du/ac. The development proposal is a mix of 1-bedr000m small (575 livable sf), 1- bedroom large (777 livable sf), two-bedroom detached (1,007 livable sf), two-bedroom carriage (1,100 livable sf), and three-bedroom detached homes(1,297 livable sf). Streetscape Building setbacks along Broadway Road and Tomahawk Road (20') meet city requirements. Pavement widening, curb & a new 6-foot-wide sidewalk will be constructed within the R/W along both Broadway Road &Tomahawk Road frontage of the site. In order convey offsite drainage flows, the east portion of the site will include drainage improvements including culverts and roadside ditches adjacent to the R/W that will convey the offsite flows south along Tomahawk and west along Broadway. Access The site is divided into two developable areas by an existing wash. Both the west and the east portions will have full access entrance driveways from Broadway Road. The access on the west portion will be the primary access for most of the community(166 units),the leasing office, main amenities, and mailboxes. The east access will be utilized by the other 35 units. Both entrances will have gated vehicular & pedestrian access. Circulation Both the west & the east portions of the site are designed with separate looped circulation driveways around a central amenity to provide good vehicular& pedestrian circulation throughout the community. The homes will be arranged around a central open space greenbelt, dog park, pool and indoor amenity area. Parking for residents and guests will be provided within each development area with a looped private drive for convenient access to each residential home. A pedestrian access path is proposed to cross the onsite wash to allow residents walkable access to the main amenities without having to leave the community. Refuse Nine (9) enclosed trash dumpsters are provided throughout the development, nine on the west portion and two on the east portion.Trash layout will utilize a single direction collection path. Parkin 369 parking spaces are required; 402 are provided (370 surface spaces and 32 garages). Garage spaces have exterior storage spaces to ensure garage spaces can adequately park cars. I. Landscaping & Open Space Landscape Theme and Details Page Thoughtfully designed monuments and fences will help create a rural feel to the community. The plant palette will consist of regionally adapted species that will provide a lusher feel to the landscape while still functioning as a low water use design. This includes ample shade trees over pedestrian routes and thornless plant material that will make all open spaces comfortable and inviting. Open Space Concept The Residences at Apache Trail community is designed to cater to active lifestyles and primary circulation routes are planned from each courtyard or home to the common open spaces. In addition to the fitness amenities available to residents, landscaped walking paths wind through the development. The development will provide approximately 50% total open space, roughly 10 acres overall. This includes usable open space,private rear yard open space and general landscape areas between buildings,setbacks and drainage wash corridors. The community incorporates some pocket park/courtyard planning techniques into its site plan which will contribute to a more livable environment. Enhanced paving is proposed to make the areas between building entrances feel more like a courtyard which may include turf and seating areas. A significant amount of open space is provided(including active areas for games(Bag Toss,etc.),barbecue stations,fire pits, dog park, and more. Entrance Design Concept The community is entered via a linear entry drive that is tree lined on both sides and in a median. The front fagade of the leasing office/clubhouse becomes the focal point framed with open space and amenities on the sides and behind the building.Thoughtful entry monumentation will welcome residents and their guests. Perimeter Walls and Signs Walls and fencing will be decorative block walls as shown on the Thematic Detail Exhibit. J. Infrastructure Roadway Improvements The project fronts Broadway Road and Tomahawk Road. Two (2) full access driveway entrances are proposed to access Broadway Road, one from the main (west) portion of the site and one from the east portion. The driveways will allow movements in all directions. No access is proposed to Tomahawk Road due to the drainage improvements anticipated along Tomahawk Road. Broadway Road and Tomahawk Road are both under the jurisdiction of Apache Junction. Proposed improvements consist of widening the existing pavement to provide the required roadway half width, curbing&sidewalk for the project frontage along both roads. Typical driveway improvements including concrete aprons& handicap ramps will be constructed for each driveway. As part of the roadway improvements, significant drainage improvements along Broadway&Tomahawk Page will be required to convey offsite flows around the proposed development. This includes roadside channels&culverts to access the site. Utilities An existing sewer line is located within Broadway Road west of the existing culvert. This sewer line is relatively shallow but appears adequate to convey the sewer flows from the west portion of the development. To service the east portion of the development, a new 8" sewer line must be extended within Tomahawk Road. The city is currently working on a Capital Improvement Project to extend a sewer line within Tomahawk Road through the intersection with Old West Highway to 12th Ave. To service this development, the applicant will need to extend the sewer approximately 800' north to the proposed development. If the CIP project does not occur, an alternative option would be to provide a private lift station on the east portion of the site that pumps up to the proposed sewer in the west portion of the site. An existing 12" water line exists within Broadway Road and the city will require the extension of a new waterline within Tomahawk Road as part of this development. The existing & proposed water system appears to be adequate to service the site. Grading and Drainage Grading and drainage will adhere to City of Apache Junction land development standards and retain the 100-year 2-hour storm event. The site generally drains in a southerly direction with a major wash, known as Weekes Wash, dividing the site into two developable areas. As part of the preliminary analysis of Weekes Wash and the offsite flows,it was determined that the wash is of ordinary resource value and that channelization of the wash is possible to allow development within proximity of the wash. As part of the analysis, however, it was determined that a substantial amount of offsite drainage flows through the intersection of Tomahawk Road and Broadway Road and enters the site. To accommodate these flows, channel improvements are required along Broadway and Tomahawk to divert the flows around the proposed development. The proposed channel along Tomahawk will convey most of the flows south to a proposed stilling basin along the southern property line where the flows will be allowed to continue to flow south in its historic condition. In addition to the offsite drainage entering the site at the existing roadway intersection and the existing Weekes Wash culvert, it was determined that additional flows enter the site at a low point in the road at the west end of the site. These flows will also be captured and conveyed to the south in their natural historic drainage pattern using onsite drainage channels&stilling basins. The onsite drainage improvements will provide a series of storm drains to capture and convey storm water runoff to both underground chambers and surface retention basins. A series of drywells will be installed to dissipate storm water within 36 hours. The ultimate outfall of the site will be at the southern property line at historical low points of the site. Required Off-sites Significant offsite improvements include the extension of a new waterline within Tomahawk Road, the size of which is to be determined by the Arizona Water Company as part of the development process; roadway widening; and, new drainage channels to convey offsite flows. Page' 10 Phasing The development will be built in one phase. The intent is to install infrastructure and improve the street frontage, access way, and retention basins. Plans for individual buildings will be submitted to the City of Apache Trail to ensure proper and orderly development. K. General Plan Conformance The Apache Junction General Plan Future Land Use Map designates the Property as "High Density Residential" for the majority of the Property, which the proposed project conforms to; however, an approximately 5.01-acre portion of the Property is designated as "commercial" ("Subject Site"). Please refer to Tab 2. Therefore, in order to ensure consistency for the proposed development, a minor General Plan Amendment is requested to amend the Future Land Use Map for approximately 5.01-acres of the Property to High Density Residential. The findings of fact for the requested amendment are provided below. 1. Whether the amendment proposes a land use designation that the land use plan map does not adequately provide optional sites to accommodate. The requested amendment is to create uniformity for the larger Property and the proposed residential development. Because the proposed development includes contiguous parcels, there are no other optional sites to accommodate the proposal. 2. Whether the amendment constitutes an overall improvement to the general plan, will not solely benefit a particular landowner or owners at a particular point in time, and is consistent with the overall intent of the 2020-2050 general plan. The proposed housing type that this development will offer is a unique niche that is becoming more popular across the Valley and attracts new residents including young professionals, millennials, and empty nesters who are looking for a "lock and leave" lifestyle. Additionally, the proposed infill development will provide new residents to support future employment and commercial uses within Apache Junction.Therefore,this amendment constitutes an overall improvement to the General Plan which will not be solely for the good or benefit of the owner. 3. Whether the proposed amendment is justified by an error in the 2020-2050 general plan as originally adopted. No known errors exist with the designation of the Subject Site,however there are site constraints that limit development of the Subject Site which are overcome—in this case—only by inclusion of the Subject Site as part of a larger development. 4. Whether the proposed change is generally consistent with goals, objectives, and other elements of the 2020-2050 general plan. This amendment is consistent with the goals, objectives and other elements of the General Plan as it Page' 11 will provide a framework for a quality development while diversifying the housing stock in Apache Junction to provide new housing options to residents.These are all goals of the General Plan,as noted below: Goal 3.2- Diversify housing stock and neighborhoods by incorporating a variety of housing types and associated values to allow for a diverse demographic of residents. Goal 3.3- Maintain and attract a quality housing stock in condition, design and construction standards. Goal 4.8- Provide a variety of housing options. 5. Whether the proposed change is justified by a change in community conditions or neighborhood characteristics since adoption of the plan. There are no known changes to the community conditions or neighborhood characteristics since adoption of the Future Land Use Plan. 6. Whether the amendment will adversely impact a portion of, or the entire community by:significantly altering acceptable existing land use patterns, especially in established neighborhoods. This request will not result in a significant alteration of the existing land use patterns; rather, it will provide certainty for the surrounding area. 7. Significantly reducing the housing to jobs balance in the planning area. The Subject Site comprises 5.01-acres (+/-) and development of the site is limited due to the existing site constraints, including challenges associated with the existing wash. The proposed General Plan Amendment will not have an overall negative impact on the total City's current job-to-population ratio, as the Subject Site's attributes preclude meaningful activation of the Property with commercial uses. Additionally, it is anticipated that, with the addition of new residents, support for existing and future employment and commercial uses in the area will occur.The re-designation of the Property to a residential designation will be in accordance with the City's goals and policies. 8. Substantially decreasing existing and future water supplies. It is not anticipated that this proposal will create any issues for current or future water supplies.There is existing water infrastructure within Broadway Road and Old West Highway to service the community,which will be connected to and improved, as necessary,to service the development. 9. Replacing employment with residential uses. As noted above,the Subject Site is a small 5.01-acre site that is—by itself— challenged. Given the site constraints, it is unlikely that the Subject Site would develop as a meaningful employment use. 10. Requiring additional and more expensive improvements to infrastructure systems and/or proximity to municipal facilities and/or services than are needed to support the prevailing land uses and which, therefore, may impact the level of service for existing and proposed developments in other areas. Page' 12 Improvements for the development will be constructed, as required, to ensure that there are adequate infrastructure systems to service the Property. It is not anticipated that the level of service for existing or future development will be impacted by the proposed development. 11. Increasing traffic (without mitigation measures) on existing roadways beyond the planned level of service, and that negatively impact existing and planned land uses. A Traffic Impact Analysis has been provided to the City under separate cover with the PD application. The TIA provides recommendations for mitigation of any impacts the Project may have on the adjacent street system. Ultimately, the developer of the Property will construct the adjacent half- street improvements, as required, and will continue to comply with the City's current engineering policies and standards, and work to provide solutions that will enhance the City's transportation networks. 12. Affecting the existing character(i.e., visual, physical and functional)of the immediate area. The proposed development will not affect the existing character of the area, which consists of primarily vacant land to the west,south and east.With respect to the physical character,development of the Subject Site as part of the larger Residences at Apache Trail will provide for physical drainage solutions and preservation of a significant wash corridor. 13. Increasing the exposure of residents to aviation generated noise,safety and/or flight operations. It is not anticipated that the proposed project will be affected by significant aviation impacts. 14. Materially diminishing the environmental quality of the air, water, land, or cultural resources. The Project will not significantly impact the surrounding natural environment. The Project has been designed to preserve the existing wash corridor and significant improvements to the Property will be provided, including a meaningful amount of private open space, furthering several goals of the General Plan. 15. Significantly altering recreational amenities such as open space,parks, and trails. The Project will not significantly alter recreational amenities. Rather, it will provide a formalized frontage with landscaping and sidewalks, which will improve the pedestrian experience while providing visual access to the wash. L. Planned Development Findings of Fact This request for a Planned Development is necessary to address the unique aspects of the proposed development,which provides an emphasis on providing more of a single-family home vernacular with private backyard space.The findings of fact for the requested amendment are provided below. 1. That abetter design cannot be achieved by applying the strict provisions of the underlying zoning district. Page' 13 In order to achieve the proposed medium density and accommodate private backyards, utilization of the Planned Development option is necessary to achieve some relief from RM-2 standards that are more commonly associated with traditional apartments. 2. That strict adherence to the provisions of the zoning ordinance is not required in order to ensure the health, safety and welfare of the inhabitants of the proposed development. The proposed development will conform with all provisions of the zoning ordinance and Apache Junction Codes to ensure health, safety and welfare of all inhabitants of the proposed development. The PD option is being requested to provide for a more livable housing opportunity for future residents. 3. That strict adherence to the ordinance is not required to ensure that property values of adjacent properties will not be reduced. The proposed development will be a quality development more akin to a single-family community. Given the surrounding land uses which consist primarily of vacant land, it is not anticipated that the proposed development will have an impact on property values. M. PD Administrative Amendments The proposed development may need to be amended from time to time as future market conditions,site constraints, and developer needs change. Significant/Major PD modifications or alterations shall require Council approval and shall be processed in accordance with Vol. II,§ 1-16-6 of the Apache Junction Zoning Ordinance. Minor PD modifications or alterations of the approved PD, site plan, architecture designs, floor plans, open space, clubhouse location, unit mix, development plan or other similar items shall be administratively reviewed and approved by the Director or designee. Any modification not deemed a significant/major shall be considered a minor modification. The Director or designee shall interpret the proposed modification to be significant/major if, in the Director's opinion, the modified project density(i.e., units per acre), setbacks or height is proposed to be increased by more than 10%, the quality of project design is diminished, the types of proposed land uses are significantly altered and/or the overall character of the project is contrary to the intent and spirit of the original City Council PD ordinance approval. N. Conclusion This rezone provides the highest and best use for a severly challenged site. This is an excellent low-impact housing option for new residents to Apache Junction.This request is also consistent with the City's General Plan map and furthers several of the General Plan goals, including redevelopment goals. Abundant landscaping and planned open space is provided, along with ample parking throughout the site. The building elevations provide rich and durable building materials. 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Accent Color 3 Magnetic Gray (SW 7058) xooling - Ponderosa: t5rown uray Kange (568 Accent Color 3 - Hammered Silver (SW 2840) Mfg- Sherwin Williams Mfg.- Eagle Roofing Mfg- Sherwin Williams Scheme 2 4-23-2021 SONOMA 10FELTE 'll-laill"" ," " COMMUNITIES PHONE:602.867,2500 WWW.FELTENGROUP.COM 4340 N East Indian School Road, Suite 21-204 www.fettengroup.com copyright 2021 Phoenix,AZ 85018 a, ouse Scheme I Scheme 2 Scheme 3 ................ .................. .............. . . . . . . . . . . id 00 J j - Snowbound (SW 7004)Main Body - Incredible White (SW 7028) Main Body - Contented (SW 6191) trt Main Body 4A to Sherwin Williams Mfg- Sherwin Williams Mfg- Sherwin Williams Mfg ................. .................., A A A tlr fa A wl accent Color I - Mindful Gray (SW 7016) Accent Color I - Alabaster (SW 7008) Accent Color I - Snowbound (SW 7004) s Mfg- Sherwin Williams Mfg- Sherwin Williams 4, ou fg M . 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SAND FINISH 3" IA +2" STUCCO BODY LACE FINISH +00 "Ap FIN FLR FKUNT ELEVATIUN - DESERT MODERN 1/4"= V-0" r-i A 0% w 11 11 rl tj U U Ar A 4`4-4% ` F T& ` E " E 'll'"ll" ENA"'LlEel' AT AFAUrilE TwH-ft/`-%' 1L APArlillill' HE JUN '0%T1 -,0-lJ , AZ r P' L A N A5 0 4-23-2021 SONOMA Oro E L T EN` u" Rfl U61 'ul COMMUNITIES PHOW 602,867,2500 WWW,FELTENGROURCOM 4340 N East Indian School Road,SUite 21-204 Phoen�x,AZ 85018 www,feftengroup.com copyright 2021 59#-Off e_ .................... 4*-8 1/2" 11 1-0 1/2f# 11*-611 11 1-2#v 1 f-2ff 3080 SIC STORAGE1 10'-I" CLG 14A 71 Z to COD) 3080 SC --—---- GARAGEA GARAGE B GARAGE C GARAGE D ---------- C%4 STORAGE2 10'-V CLG 10'-V CLG 10*-V CLG 1 W-1 CLG 04 N 1 W-1 CLG UP C14 DOUBLE 04 DEAD-BOLT - — —— — — —— —— —— — — —— —— — — — — — — — — — — — — — I r — — —— — —— — — — — — — — — r- — — —— — — — —— — —— — —— ENT Y co 10 LG CY) 3050 SH 3080 SIC STORAGE 3 10'-I" CLG PORCH 1 -V CLG 0' 8080 OHGD 8080 OHGD 8080 OHGD 8080 OHGD W i� WOW W4 — —— — - -- — — — — — — - -- t t 0 C14 0 — — — — — — — — — — — — — — — - -- FIRST FLOOR LIVABLE AREA 127 SF SECOND FLOOR LIVABLE AREA 1115 SF TOTAXLUVA�. 1242 SF PORCH 54 SF PATIO 54 SF #_80 4-BAY GARAGE 1015 SF 16#-4#* 1 21-4ff 301-41' 7 3-BAY STORAGE 110 SF 591-0t* -FIRST FLOOR PLAN 3/8"= 1*-0" -A r% A " CES AT APAC" HE To"'AlL APAC " * E J"' NCTION , A' NUT 0*4VER GA R AGE) I Z4 U 4-23-2021 a A " Ll"kN's 2C (CARRI AGE U 2te%iF THE RESIDEN ri L 'Apm% 1,1011 ,0%, SONOMA a "i U U P ta I FELTEN COMMUNITIESNow 602 867-2500 WWW,FELTENGROUP.COM 4,340 N East Indian School Road, Suite 21-204 Phoemx,AZ 85018 www.fettengroup.com copyright 2021 59#-Of# e_ 51-01f 54#-Off e- 2020 FX 2020 FX 2020 FX 2020 FX 2020 FX 4040 XO 3050 FX r— — — — — — — — — — 00!0000"M 7, R! ............. 7=7777!7 V r----------- 13 IL — L — — — -—— — — — 0 co ----------I :' if co N LAUNDRY I 9f-1*f CLP ------------ L77--'7­7'-"' KITCHEN "S' 0 10*-1" CLG W__ BATHI m BEDROOMI 10'-l" CLG 101-1" CLG C%4 ------------------------ Ill PANTRY 3050 FX to 414" 3f-6*1 4'-2 1/2" LINEN CO 5-16" SH 04 10 cr)-—-------— J 5-16" SH w CO __j L_ DESK 3050 SH 9 -------------- a C*4 D ILI. 2868 5 04 U_ 10 T I W 3050 SH 00 — — — — —— —— — — to 00 00 co F7 co 00 GREAT C14 ROOM SGD I 0'-1 CLG 6080 SGD WIC CL co BEDROOM 2 BATH 2 10'-1" CLG CO # 10*-I" CLG to 10-If# CL� PATIO 10'-I" CLG 50 X0 14#-2 1/2" @ ------------41,11,111-1111, 2020 �_X - — — — — — — — — — — — — 777' _7 ........ 04 FX 5050 X0 A 3050 SH FIRST FLOOR LIVABLE AREA 127 SF SECOND FLOOR LIVABLE AREA 1115 SF TbTA_LTl_VAff_Lr_� 1242 SF PORCH 54 SF PATIO 54 SF 1015 SF 4-BAY GARAGE 5 12H-4" 221-8#f 7f-8" e- 3-BAY STORAGE 110 SF 59*-Oft SECOND FLOOR PLAN- 3/8" V-0" t__j U NZ ICES AT AP""'ACHE TRAIL Afr_o%AC *m" E J ' " INJECTION , AZ 9 it P"' LAN 2' U" ("CARRI A GE " " NIT OVJER GARAGE) 1-A 242 SF -wl-HE r-% ESIDEN U 4-23-2021 SONOMA man" 10F E L T E N ul" lu "ll", COMMUNITIESPHONE:602,867,2500 WWFELTENGROUPCOM 4,340 N East Indtan SchoO Road, Suite 21-2,04 www,feltengroup-com copyright 2021 Phoenix,AZ 85018 LEFT ELEvATION "REAR ELEVATIU"IN R1(.",;**1HT ELEVAT100"N" COTTAGE 1/8"= V-0" COTTAGE 1/8" V-0" COTTAGE 1/8"= V-0" OVERALL HEIGHT DECORATIVE BRACKET CONCRETE ROOF TILE WOOD FASCIA T.O. PLATE WINDOW SHUTTER 11-0**O�H +211� +2'f— STUCCO TRIM TYP SAND FINISH +10 +1 1, +2" +2" WROUGHT IRON RAILING co 26# 110 196", C14 0 +1 __j Flt4, FL +2"_ ...........""I""""""""I'l"""""",������������������������"""""""","IllIl""I�,'�� . ..... CH LIGHT A� BODY FINISH P-OUT Al +14" j j FIN, FLR. '4w ............... FRONT ELEVAT10"N" .-I.- COTTAGE 1/4" 1%at w a 11 V A OR&A G"% E) 1 ;2%4 5 T H E E N4w%3.,i I "D E No "AL E e" A T A"r*-A 4"N" H E T"mft A I L A P%A H E J BUN No T I ON No A Z ff aX ff I " G %..;p U 4-23-2021 P"" L A N 22"C"' C A I A E U N I T E wmw& a a 'pw% am ig�wq m SONOMA FELTEI COMMUNITIES PHONF�602.867.2500 WWWFELTENGROURGOM 4340 N East Indian School Road,Suite 21-204, Phoenix,AZ 85018 www.feftengroup.com copyright 2021 --—----------------- T i 1.4 A—1,—o LEFT ELEvATION "REAR ELEVATIU"IN RK."31HT ELEVAT100"N" FARMHOUSE 1/8"= V-0" FARMHOUSE 1/8" V-0" FARMHOUSE 1/8" V-0" OVERALL HEIGHT DECORATIVE CORBEL J, CONCRETE ROOF TILE WOOD FASCIA T.O. PLATE STUCCO TRIM SAND FINISH 11 K- -01*0. +2%, +14"- TYP +14" WROUGHT IRON C14 RAILING cc C14 +1 -4 COACH LIGHT T.O. PLATE 4 ............ '00 +24" + CCO TRIM WD FINISH 0 BODY ISH 4 % .........% N� FINI FLR, —A RN F"RO"A"'T ELEVAT10"'N - FARMHOUSE 1/4" V-0" WNW& v ULff AZ P"' LAN 22""' (CAwr"14' wr"14' IAt"` E UNIT E -#*% Am--&A'*"% E) 12`45 SF THE "R'& E%S% I ` ENA0% Ee% AT AP"A " HE TrR%AIL ArF-%A -*-% HE JU` 4-23-2021 LL' a a am 011, ig�wq 1�' m 'I I SONOMA F E LT E 111 COMMUNITIES PHONF�602.867.2500 WWWFELTENGROURGOM 4340 N East Indian School Road,Suite 21-204% Phoenix,AZ 85018 www.feftengroup.com copyright 2021 IN ---------- LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION PRAIRIE 1/8" V-0" PRAIRIE 1/8" V-9' PRAIRIE 1/8" 1*-0" OVERALL HEIGHT DECORATIVE CORBEL CONCRETE ROOF TILE v WOOD FASCIA T.O. PLATE O�H e ---------------- +14% STUCCO TRIM/ TYP 7�1 WAINSCOT +26",/ SAND FINISH +24" WROUGHT IRON C,4 RAILING co +26" +16' +1 ",W FLR� +2"— COACH L GHT T,O, PLAT CCO BODY FINISH P-OUT 4114 FIN, FLR. 77777MMM FKUNT ELEVATIUN - DESERT MODERN 14'= V-0" U N ' & - a 11 *% Am--&A'*"% E) 12`45 S' F THE "R& E "35, 1 E E AT A P`A 4"N" H E T R%A I L A P%A H E J BUN N T I ON N A Z P"' L AN 2?C"' (CA A` E U N I T E G 4-23-2021 a a pm;w am 01 m SONOMA FELTEI IL171111" COMMUNITIES PHONF�602.8671500 WWWFELTENGROURGOM 4340 N East Indian School Road,Suite 21-204, Phoenix,AZ 85018 www.feftengroup.com copyright 2021 561-011 -8 1/2" 4'-8 1/2" V-2 1/2" 111-2" 01 0 00 3080 SC 3080 SC STORAGE1 STORAGE 4 10'-l" CLG 10'-l" CLG 3080 SC 3080 SC CD U') GARAGE A GARAGE B GARAGEC GARAGE D STORAGE2 STORAGE 5 C) 10'-l" CLG 10'-l" CLG 10'-l" CLG 10'-l" CLG -1 C\l (\I 10'-l" CLG 10'-l" CLG CIO 04 04 r- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3080 SC 3080 SC STORAGE 3 STORAGE 6 10'-l" CLG 10'-l" CLG 8080 OHGD 8080 OHGD 8080 OHGD 8080 OHGD J" 11 11 i L L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GARAGE BAYS 1012 SF STORAGE BAYS 220 SF AREA UNDER ROOF 1232 SF 51-0" 111-811 221-811 111-811 51-011 7 00, 561-011 e- FLOOR PLAN 3/8" if-Ofl GARAGE BUILD -TO- RENT COMMUNITY 3-23-2021 lvgg jif twur SONOMA F E L T E N COMMUNITIES PHONE:602,867.2500 WWMFELTENGROURCOM 4,340 N East Indian Schooi Road, Suite 21-204 www.feltengroup.com copyright 2021 Phoenix,AZ 85018 IN! "V ............. ON LEFT ELEVATIO"' N "REAR ELEVATlu"IN Rl(",;w*lHT ELEVAT100"N" FARMHOUSE 1/8" 1'-0'* FARMHOUSE 1/8"= 1'-0'* FARMHOUSE 1/8"= V-0" DECORATIVE CORBEL OVERALL HEIGHT STUCCO TRIM SAND FINISH CONCRETE ROOF TILE COACH LIGHT T.O. PLATE + 2 RIM ruCCO T -H kND FINISH BODY ISH "I'Siez , :,j WE, FIN. FLR,, vil FV—ft 0-1k 2 t—%IL t KUNT ELEVATIUN — FARMHOUSE 1/4"= V-0.f a it a Z It 'Lau UN NJ 'm 4-23-2021 u" Awn"Au"ONE THE Flk E.03` 1 DEN uA' EE3 AT AP"Akfam" HE TFIAIL AP"kAkfa"kHE JUI& "'Tle" " I A ..Oda all pa4l "W'' pp% ir "I" -1 31 SONOMA FELTEll I COMMUNITIES PHOW 602.867.2500 WWWFELTENGROURCOM 4340 N East Indian School Road,SUite 21-204 Phoenix,AZ 85018 www.teltengroup.com copyright 2021 1OV-10" 33'-0" 36'-0" 32'-0" 1'-0'.' 9'-8" 1-01, 9'-8" 1-01, 9'-8" 10 01 01 01 01 10 10 10 POOL BY OTHERS — — — — — — — — — — — — R — — — — — — — — — — — — — — — — — — — — - - C? PORCH �0 WRAP-AROUND 10'-1"CLG MEDIA LEASING LOUNGE 12'-l"CLG POOLDECK b BY OTHERS C\1 OFFICE 1 10'-1 CLG E3 El El El El El El El El El El El El EF-- El ---EY-------0-- Q? �e) OFFICE 2 10'-1"CLG 16-6 1/2" OUTDOOR 1�1 KITCHENETTE YOGA 14'-l"CLG 12'-1 CLG 01 -OIL, 11-01 01 24'-0" 5'-0" 9'-8" 9'-8" _01t, 9'-8" 11-01, 10 10 10 10 10 DRINKING U I-SEX FOUNTAINS L—j- BACK OFFICE TROO 10'-1"CLG COVERED 10'-1 CLG 1-11,C PET WASH C I) 10'-1 CLG STORAGE 0 CO RED 10'-1 CLG 0? 0 L REST OOM r 117 0 MECH I ENT 0 C? 0 F11 - X 10'-1 CLG - 10'-1 CLG 00 co 3 F BEVERAGE 16-10" F CENTER WOMEN 1 10'-1 CLG 10'-1"CLG F7 TECH/MEDIA CLOSET F-7 — — — - -T_I— __7 7_ F-7 — — — — T__1 10'-1 CLG L — — — — — — — — — — - -J L---- --J T Z-1 FITNESS r= �a 1 12'-1 CLG L CD MAIL CENTER U I MECH RM (.0 1 V-1 CLG 10'-1"CLG MEN'S m co C? I KITCHENE'rTE TEqIj CAFE �e) z 1 10'-1 CL �O m 14'-1 CLC CLG FIRE RISER 10'-1 CLG 20'-2" CORRIDOR 0 10'-1 CLG --i J_ —1--i — — — — — CONDITIONED AREA 2111 SF UNCONDITIONED AREA 27 SF El- (OUTSIDE STORAGE) RESTROOM ENTRANCE 41 SF WRAP-AROUND PORCH 731 SF (AT CLUBHOUSE) SF WRAP-AROUND PORCH 324 SF (AT LEASING) C? — — — — — — — — — — — — — — — C? COVERED PORCH 100 SF 2'-41 6-9 1/2" 10 2'-4" WRAP-AROUND PORCH EO (AT FITNESS ENTRY) 01 12'4710'4' CLG MAIL CENTER 213 SF PET WASH 81 SF FIRE RISER ROOM 63 SF AREA UNDER ROOF 3691 SF 60 — — — — — — — — — — 11- — — — — — — — — — 2'-4" 12'-1 1/2" 2'-4" 11-01, 8'-0" 2'-4" 8'-4" 2'-4" 8'-0" 11-011, 7'-0" 11-011, 01 6'-0" 8'-4" 10'-5 1/2" 7'-9" 16-9 1/2" 12'-8" 1 91-01. 13'-0" 91-01. 8'-0" 0`1 —---------- FIRST FLOOR PLAN 1/4" = 11-01, LEASING CLUBHOUSE THE RESIDENCES AT APACHE TRAIL APACHE JUNCTION , AZ 4-23-2021 U U 1111' SONOMA F E L 1"EN'" COMMUNITIES PHONE:602,867,2500 WWWFECTENGROURCOM 4340 N East Indian School Road, Suite 21-204 www.feltengroup.com copyright 2021 Phoenix,AZ 85018 J", ­......... I MEN= I 77-- ........ K I LEFT ELEVATIUIN COTTAGE 1/4" V-0" WOOD CORBEL OVERALL HEIGHT COACH LIGHT STUCCO TRIM SAND FINISH T.O.TECH CAFE PLATE CONCRETE ROOF TILE WOOD FASCIA T,O. FITNESS&LEASING PLATE j� +1 T,O.TYP PLATE STUCCOWAPP '91 Ic COLUMNS U STUCCO BODY C14 LACE FINISH pi 1,FFf' J, FIN. FLR, OR! mmwm��M-1 - FKUNT ELEVATIUN COTTAGE 1/4" = 1*-0" IL a snow IL 5 LEA" I 'k IG C*% LUm0Em5" H ***% U4"" E Tfl" E AT APPA" HE Tpr"I"AlL APP"'AGO""' HE JU8N" 1U1*'0%T10*% N , AZ 4-23-2021 SONOMA FELTEN I COMMUNITIES PHONE:602,867.2500 WWWSELTENGROURCOM 4340 N East Indian School Road,Suite 21-204 Phoenix,AZ 85018 www.feltengroup.com copyright 2021 L .......... aft 1"g, ................... ",-'I'll -RIGHT ELEVATION COTTAGE 1144f I f-olf k" Y", m KKK 10 j� A J" MEN= ON REARR ELEV AT100" N"11-00 COTTAGE 1/4" IL 75 ff's 9% a IL_ AF X ir X IV a THE AT AP" Au" HE TPK***'kAlL APAG10% HE JUNk " C"LTRIODINN , AZ 4-23-2021 W10,111 I'm loll ' i SONOMA rrm E L T Em Nz COMMUNITIES PHONF�602,867,2500 WWWSELTENGROURCOM 4340 N East Indian School Road,Suite 21-204 www.feltengroup,com copyright2021 Phoenix,AZ 85018 YN 50, R.O�W. (TYN ------------ 50' R.O.W. (T e ----------- ............ ....................... ................. —-----..... 8P.U.E. (TYP.) 8' P.U.E. (TYP.) 'D AY- 'N"U ....... SECONDARY VEHICULAR PRIMARY VEHICULAR ----------- ENTRANCE T ��,ANf--H,9-R--l-A�-SE-ME-,NTK�--------- DRAINAGE ENTRANCE AI Ill? m XAXJ Y��,J (RETENTION) "p, X" T J 'PEDWRIAW, 8' P.U.E. (TYP.) 26,' , ,CONNECTION, 5 L�,A:".J, j "L7- ��4. .... F."T-777 q R.O.W. (TYP.) LJ,,,­_:J a .1- 1-:6,�,J, JIMLL 1EASIING OFFICE,,/ GATE, TRASH ENCLOSURE (T P�')' 'RESIDENCE CLUB fza _T, 9 ]7' T-j ��',Nglli%Tu­ t IN 'It J KNII PLANT LEGEND 71 A SYMBO=BOTANICAL NAME - COMMON NAME - QUANTITY J19 'ZI TREES - 24" BOX MIN. 7 FRAXI NUS VELUTINA-ARIZONA ASH - 147 (POOL) I N, qrs PISTACIA CHINENSIS,- 'RED PUSHTISTACHE TREE-43 ......... TRASHtNCLOS,U'RtjTY0.,)_ 7 41, j PROPERTY LINE (TYP.) �j PISTACIA LENTISCUS-MASTIC TREE- 207 10' BLD. SETBACK(TYP.) ULMUS PARVIFOLIA- EVERGREEN ELM- 252 6' HT. CMU WALL (TYP,) jI SHRUBS - 5 GAL MIN. J BOUGAINVILLEA HYBRID - FLAMEBUSH BOUGAINVILLEA- 136 Al CALLIANDRA CALIFORNICA- RED FAIRY DUSTER-63 ............... EREMOPHILA CARNOSA HYBRID -'WINTER BLAZE'- 145 IN (RETENTION) IR z LARREA TRIDENTATA-CREOSOTE - 58 26 N, J_ IV LEUCOPHYLLUM SPECIES- HEAVENLY CLOUD SAGE- 163 PROPERTY LINE (TYP.) OLEA EUROPA HYBRID - TITTLE OLIE'- 267 6' HT. CMU WALL (TYP.) _g RUELLIA PENINSULARIS-BAJA RUELLIA-242 RUSSELIA EQUISETIFORMUS-CORAL FOUNTAIN -31 7 4-� SENNA ARTEMISIODES 'SILVER' - FEATHERY SENNA-45 'X TECOMA STANS HYBRID- 'SPARKLETTE -223 1", 01 7 Y/111 ACCENTS - 5 GAL MIN. v AGAVE DESMETTIANA-SMOOTH AGAVE- 160 ' _v BOUTELOUA GRACILIS- BLONDE AMBITION GRASS-318 NOLINA MICROCARPA- BEAR GRASS-83 VICINITY MAP MUHLENBERGIA HYBRID-'NASHVILLE' GRASS- 116 4"'I"s 0", MUHLENBERGIA CAPILARIS- 'PINK MUHLYGRASS- 187 PROPERTY LINE (TYP.) GROUND COVERS - 5 GAL MIN. TABLE 8-1:LANDSCAPE AREA STANDARDS EREMOPHILA GLABRA-'OUTBACK SUNRISE -332 Area Take Off REQ-Trees REQ-Shrubs SITE BROADWAYAVE. RUELLIA BRITTONIA HYBRID- KATIE' RUELLIA- 244 BroadwayAvenue 1323,99 44 221 r) 0 Tomahawk Road 552.96 18 92 WEDELIA TRILOBATA-YELLOW DOT- 575 I nteri or Parld ng Lot 371 37 1,855 DECOMPOSED GRANITE-Y4" SCREENEWAPACHE BROWN' 218 1,089- 217,800 '2" DEPTH MINIMUM IN ALL LANDSCAPE AREAS) Open Space MID-IRON BERMUDATURF TOTAL REQUIRED 317 3,257 TOTAL PROVI 6 3,388 SONOMA MCGOUGH SCALE: 111-601-011 NORTH ADAMSON COMMUNITIES TH E ES I D E ONL " C ES AT Aw""hAC H E T L Landscape U.-F Architect,; ' RELIMINARY - LAND"' SCAPE PL A N Land 0' 30' 60' 120' 180' SWC OW BRU"A DWAY AVE. & TO MAHAWK RD. - APACH E j U N CTI 0 N,, AZ AUGUST 31, 2021 50' R.O.W. (TYP.) 50' R.O.W. (TYP.) 8' P.U.E. (TYP.) BROADWAYAVENUE SECONDARY VEHICULAR 8' P.U.E. (TYP.) ENTRANCE ANCHOR EASEMENT -------------------—------ --—--------- ------------- ---------------- --------------- ------------- —----------—----------—----------- ---------- ------- - ----------------------—---------------- ---------- -------- ----------- —-------- ------ ...... --------- ------- -—------------- .......... ——------------------- - ---------- —------ ----------- ------- "IN'tom, foolvom �"N -------- ----- ------ -------- ------------ ------ ------------ -----------1 L Ll------------- ---------- -------- J# 1 8' P.U.E. (TYP.) PEDESTRIAN GATE - ------------- --- ---- --------- ------------------------------------------------- ----- ----—--------- all- ----------------------------- -------------------- ---------- 7-7-F-F- EM 50' R.O.W. (TYP.) F F- v I -----F T, - ------------------------- F E --F-- fl---U TM H ---------- Oo �x I— VEHICULAR GATE LL i L 1- -1� ----L —LL� 11 L--- ,- -Fl ---- ----- ... p------- --- V, --------------—----- ----- ----- T - --- ----------------- 1�, 'o 0 ------------------ ------ 11 L --I ------------ low, I I - ------------ -------------- p s Z4 ------ -------------- /0 7 ------ ---- ----------- ---------------- POOL ----------- PEDESTRIAN'GATE --------------—---------- ------------ ------- ------- --------- ---------- TRASH ENCLOSURE (TYP.) j -- -------- --L PROPERTY LINE (TYP.) ------- ILI L z 4� < IN, --------------- A, y- tf N) WALL PLAN LEGEND N" Q PROPERTY LINE (TYP.) 6' HT. PROJECT THEME WALL A 6' HT. FULL VIEW FENCE 6' HT. PARTIAL VIEW FENCE UHT. BUILDERWALL 4/ 4z y ALL HOUSING UNIT REAR YARD WALLS NOT NOTED OR DESIGNATED ABOVE TO BE 4" CMU FENCE BLOCK PRIMARY THEME COLUMNS \7 PROJECT ENTRANCE/SIGN MONUMENT ol"o, COMMUNITY MAILBOX CLUSTER oo VICINITY MAP a6z o - SEE ARCHITECTURAL PLANS 4'WIDE IRON FENCE PEDESTRIAN GATE PROPERTY LINE (TYP.) SITE BROADWAY AVE. 0 0 SONOMA MCGOUGH F SCALE: 111-601-011 NORTH ADAMSON COMMUNITIES THE RESIDENCES AT APACHE TRAIL Landscape D V Architects PRELIMINAR. 1 WALL PLAN Land 0' 30' 60' 120' 180' Planning SWC OF BROADWAY AVE. & TOMAHAWK RD. - APACHE JUNCTION, AZ Irrigation AUGUST 31 , 2021 STEEL ACCENT PANEL. SW COLOR 7028 — 8"X 8"X 16" CMU WALL WITH STACKED STEEL ACCENT PANEL. SW COLOR 7016 — STONE FACADE. CREATIVE MINES-CRAFT STEEL LETTER PANEL.SW COL BROKEN RUBBLEBROWNSUGAR' CROSSRAIL .............. ACCEN T PANEL 41-8" 16' PRIMARY ENTRANCE MONUMENT 1041 STEEL ACCENT PANEL.SW COLOR 7028 — 8"X 8"X 16" CMU WALL WITH STACKED 8"X 8"X 16" CMU WALL WITH STACKED STEEL ACCENT PANEL.SW COLOR 7016 — STONE FACADE. CREATIVE MINES-CRAFT STONE FACADE. CREATIVE MINES-CRAFT STEEL LETTER PANEL. SW COLOR 70 BROKEN RUBBLE 'BROWNSUGAR' BROKEN RUBBLE 'BROWNSUGAR' STEEL LETTER PANELS — SW COLORS 7016&7019 4' 16' SECONDARY ENTRANCE MONUMENT COMMUNITY ADDRESS SIGNAGE UNIT NUMBERING SIGNAGE & LIGHT 8"X 8"X 16" CMU COLUMN WITH STACKED STONE FACADE. CREATIVE MINES-CRAFT BROKEN RUBBLE 'BROWNSUGAR' PRECAST WALL CAP. RADIUS FLAT CAP. THEME WALL (TYP.) PHOENIX PRECAST COLOR:TAUPE 1 X 2" CROSS RAILS (TYP.) NONE= 1 X 4" HORIZONTAL RAILS (TYP.) OEM ALL STEEL TO BE SW: NATURAL LINEN (SW9109) UNLESS OTHERWISE NOTED VEHICULAR ENTRANCE GATES *ALL STEEL TO BE SW: NATURAL LINEN 4" SQ TUBULAR STEEL POSTS 2" SQ TUBULAR STEEL CROSSMEMBERS (SW9109) UNLESS OTHERWISE NOTED 8' O.C. SPACING (TYP.) — CROSS BRACE (TYP.) 3" SQ TUBULAR STEEL RAILS (SW COLOR'HARDWARE) 41 CROSS RAIL ACCENT FENCING SONOMA MCGOUGH V COLORS AND MATERIALS NOTE: ADAMSON I N* C ES AT Aw""" AC H E T A COMMUNITIES THE RESIDE N I L ALL FINAL COLORS AND MATERIALS WILL BE COORDINATED L,a nd sc D WITH THE OVERALL ARCHITECTURAL THEME OF THE An,':,1-1 iftects PRELIMINA,,v, HA RDSCAPE DETAILS COMMUNITY TO PROVIDE AN AESTHETICALLY CONSISTENT Jill PALETTE ACROSS THE ENTIRE PROJECT. SWC 0 F B ROADWAY AVE. & TO MAHAWK RD. - APAC H E j U N CTI 0 N, AZ AUGUST 31, 2021 *ALL STEEL TO BE SW: NATURAL LINEN 8" X 8"X 16" CMU COLUMN WITH STACKED STONE FACADE. PRECAST WALL CAP. RADIUS FLAT CAP. (SW9109) UNLESS OTHERWISE NOTED CREATIVE MINES- CRAFT BROKEN RUBBLE 'BROWNSUGAR' PHOENIX PRECAST COLOR:TAUPE 1 TUBE STEEL RAI L (TYP.) PRECAST WALL CAP. RADI US FLAT CAP. 2 21-811— PHOENIX PRECAST COLOR:TAUPE 8"X4"X1 6" SPLIT-FACE CMU WALL CAP, 2" SQUARE WWM (TYP.) PAINTED COLOR-T.B.D. CENTERED ON WALL. PAINTED SW COLOR: 2"TUBE STEEL POST, 2"TUBE STEEL RAIL(TYP.) nil 1 Nil ii i 8� O.C. (TYP.) HARDWARE 8"X 8"X 16" SINGLE SCOPE ............ ....... .... ...... ........................... 6"X8"X1 6" SMOOTH CM U THEME WALL (TYP.) CMU INLINE COLUMN. .......... i-i'J PAINTED SW7028 "INCREDIBLE WHITE' PAINTED SW COLOR: .......... .......... . ..... ........... ......... Elm= 8"X8"Xl 6" SPLIT-FACE CMU ACCENT BAND. HARDWARE 0i",""I"i,"IllIll�,�"I'll"",i"""",,""I"", R PAINTED SW COLO HARDWARE -FACE CMU 8"X4"X1 6" SPLIT WALL CAP CENTERED ON .......... 11,11,11,11,11,11,11,Ill""I������������������"I"Ill""Il""Il""I1,1"I.......... WALL. PAINTED SW7028 6"X8"X1 6" SMOOTH CM U THEME WALL (TYP.) SECONDARY THEME COLUMN PAINTED SW COLOR- NATURAL LINEN .......... ............. ..............i ........ ............... ""!.............. INS P, I 2' SQ. CMU COLUMN (CONT OL JO NT TO BE AT 30 0 C) 6"X8"Xl 6" SMOOTH CMU THEME WALL (TYP.) — PRIMARY THEME COLUMN PAINTED SW COLOR: NATURAL LINEN PRIMARY THEME WALL/COLUMN ELEVATION PARTIAL VIEW WALL ELEVATION 2"TUBE STEEL POST, 8' O.C. (TYP.) 112 TUBE STEEL RAIL (TYP.) 8"X 8"X 16" PAINTED CMUHBLOCK COLUMN. TRASH ENCLOSURE WALLS TO BE INSTALLED 2" SQUARE WWM (TYP.) PAINTED. PAINTED TO MATCH PRIMARY COLOR OF THEME WALL. ON THE SIDES AND BACK OF ALL TRASH COLOR:T.B.D. 12' +/-O.C. RECEPTACLES.TO MATCH THEME WALL. 2"TUBE STEEL RAIL(TYP.) ALL TRASH ENCLOSURE GATES TO BE PAINTED TO 1/2" STEEL PICKETS (TYP.) I 7777777= MATCH PROPOSED COMMUNITY STEEL (COLOR TO BE SW: HARDWARE-SW6172) ............ .......... ........I a ME -loll 1_1011 6k WSW �,01 6t ............ ...... m1,,LLmLLL,,Lu I "", . .... ai 4"X 8"X 16" PAINTED CMU INTERLOCKING ALL STEEL TO BE SW: NATURAL LINEN FENCE BLOCK(TYP.). PAINTED TO MATCH NA (SW9109) UNLESS OTHERWISE NOTED PRIMARY COLOR OF THEME WALL. FULL VIEW FENCE ELEVATION REAR YARD ENCLOSURE WALL/BUILDER WALL ELEVATION T D A RASH ENCLOSURE WALL/GATE ELEVATION REFERENCE IMAGE ONLY. CANOPY TO DECORATIVE PAVING SOLUTIONS: SQ MATCH COMMUNITY STEEL COLOR SW6172 PATTERN: BRITISH COBBLE 16 DETAIL FOR REFERENCE ONLY. COLOR: SAN DIEGO BUFF Lil�A SHOP DRAWINGS REQUIRED FOR LANDSCAPE ARCHITECT (OR APPROVED EQUIVALENT) Son Diego Buff APPROVAL. PROVIDE 1101 STRUCTURAL DRAWINGS AND DETAILS FOR CITY HDPE HEAT REVIEW AND PERMITTING. STENTURED FABRIC. NOTE:STRUCTURE TO BE ..........1f,"1111" ENGINEERED FOR 90 MPH SIZE PER MANUFACTURER'S b I LLL POST STRUCTURAL CALCULATIONS. WIND LOADS. 8' MIN. FINISH CONDITION OF PAVING TO E_ IA COVER CONCRETE FOOTING. CONCRETE FOOTING,SIZE PER MANUFACTURER'S STRUCTURAL CALCULATIONS. j 1�; CANOPY TO BE SIMILAR 7 (FABRIC AND FRAME COLORS TO MATCH OVERALL 7, TO IMAGES IN THIS DETAIL COMMUNITY AND ARCHITECTURAL THEMES) BUT MAY VARY SLIGHTLY BASED ON FABRICATOR TA IL 'G CANOPY DETAIL (ALL CANOPIES TO BE SW COLOR 'HARDWARE' OR ENHANCED PAVING DETAIL FAB RI C S HAD E STRU CTU RE D E I /-% COVERED PARKIIN EQUAL) SONOMA MCGOUGH ADAMSON COMMUNITIES THE RESIDENCES AT APACHE T L 1-andscape Architc,,(.As L a n d SWC OF BROADWAY AVE. & TOMAHAWK RD. - APACHE JUNCTION,, AZ AUGUST 31 , 2021 1 . Citizen Participation Report The Residences at Apache Trail Southwest Comer of Broadway Road and Tomahawk Road Prepared by: Withey Morris, PLC 2525 East Arizona Biltmore Circle Suite A-212 Phoenix, Arizona 85016 Submitted to: City of Apache Junction Submittal Date: September 2021 2. Project Description The subject property is located at the southwest corner of Broadway Road and Tomahawk Road, as shown on the enclosed site aerial map (the "Property") (TAB 1). The Property is approximately 22.77 acres in size and is currently vacant. This application requests to rezone the Property from RM-2 and B-1 to Planned Development ("PD") with underlying Multi-Family Residential (RM-2) zoning; and, to amend the AJ General Plan land use map for a portion of the Property along the Broadway Road frontage to High Density Residential, to allow for development of a new residential community with 201 homes on the Property. 3. Date,Time and Location of the Neighborhood Meeting The required neighborhood meeting for the project was held on September 14, 2021 at 6:00 PM. Due to the COVID-19 pandemic, the meeting was a virtual meeting that was hosted via the Zoom platform. 4. Notification Details The neighborhood meeting was noticed in accordance with the City's code requirements including a mailed notification which was completed on August 30, 2021 (see TAB 2, Notification Letter). The applicant mailed the notification to applicable parties within 300 feet (see TAB 3, Mailing List). Below is the 300-foot buffer map. The Apache Junction Unified School District was also notified of this request, as required. S. Summary of Neighborhood Meeting One (1) commercial business owner/neighbor attended the meeting. The meeting commenced with introductions of the development team, then the applicant provided an overview of the I application request and shared a presentation with exhibits to illustrate the proposal. After an informal dialogue with the commercial neighbor who attended the virtual meeting, the Zoom meeting ended at approximately 6:35 PM. The applicant received positive feedback regarding the proposed development. The one (1) neighborhood meeting attendee, which owns the gas station to the west of the subject site, had general questions regarding: (1) hearing dates; (2) perimeter wall types; (3) unit types; and (4) general views. The applicant shared additional exhibits with the commercial neighbor to illustrate wall types and elevation types and heights. The applicant also advised of the public hearing schedule and procedures. To summarize, we are not aware of any community opposition or concerns at this time. The Applicant will continue to be available to discuss the proposal with interested parties throughout the application process. S. Public Hearing Notification In accordance with the City's code requirements, the applicant posted a public hearing sign to the site on September 13, 2021. See TAB 4, Sign Posting Affidavit. TAB 1 Site Aerial Map oadway Ile fu SWC Broadway and Tomahawk TAB 2 VM WITH EY MORRIS P-1c ATTORNEYS AT LAW August 30, 2021 Re: Neighborhood Meeting Notification for the Property Generally Located at the Southwest Corner of Broadway Avenue and Tomahawk Road in Apache Junction, AZ Dear Property Owner, Neighborhood Association Representative or Interested Party: Our office represents Sonoma Communities with respect to the approximately 20-acre property generally located at the southwest corner of Broadway Avenue and Tomahawk Road in Apache Junction, Arizona (the "Property"). Please see the enclosed site aerial map. The purpose of this letter is to simply introduce ourselves and to inform you that we have filed an application with the City of Apache Junction to rezone the Property from High Density Multiple-Family Residential (RIVI-2) and General Commercial (13-1) to RIVI-2 with a Planned Development (PD) Overlay (Case No. P-2-68-PZ), which will create consistency for the overall property and allow for development of a new single-family rental home community ("The Residences at Apache Trail"). The Residences at Apache Trail is proposed to be developed as a 201 unit (10.1 du/ac) high-end, gated and professionally managed single-family rental home community which will include I- bedroom small, 1-bedroom large, 2-bedroom, 3-bedroom and 2-bedroom carriage configurations. Each home will include high-end finishes and private outdoor yards and patios. Additionally, homes will be highly stylized with enhanced architectural elements and attractive elevations including cottage, farmhouse, and desert modern styles. While the vast majority of the homes are single story, eight (8) will be two-story carriage units located above a garage, which will diversify the community's housing options. The Property is encumbered by a wash and is therefore naturally divided into two developable areas. The community has been strategically planned to accommodate the wash and several retention areas. Homes have been arranged around several active and inactive open space areas, which will include multiple barbecue stations, fire pits, a swimming pool amenity area, and indoor amenity areas, creating a gathering place for residents and cultivating a sense of community. While no vehicular access is proposed across the wash, a pedestrian connection is planned to ensure resident connectivity between the two developable areas. Parking for residents and guests will be provided within a looped private drive for each development area for convenient access to each residential unit. The proposed community will also feature a lush, drought-tolerant landscape palette, consistent with the area. We will be hosting a virtual neighborhood meeting to provide an opportunity to learn about this proposal. We will make a live presentation via web conference to share our proposal, PHONE:602-230-0600 FAx:602-212-1787 2525 E.Arizona Biltmore Circle,Suite A-212,Phoenix,AZ 85016 community plan and building designs for the proposed homes. After the presentation, anyone who is interested will be able to submit questions and the development team will answer via live webcam. The virtual meeting will be held as follows: ------------- ------------------- Viqypl Neighborhood Mqqj�InA Date: Tuesday, September 14, 2021 Time: 6:00 PM .............. To participate in the meeting, please contact Stephanie Watney to request a meeting link via telephone at 602-230-0600 or by e-mail at stephaniefic'Dwitheymor(is.com. Ihe only wa to access thLq�efi�nWill be via the link from Ms. Y�atnqL, Please feel free to contact me via e-mail at adam@withe ris�xoM or by telephone at �ym� (602) 230-0600 should you have any questions or concerns regarding this proposal. You may also contact Kelsey Schattnik, Planner, with the City of Apache Junction via e-mail at kschattnikO naz. � - _Ci2a�ache�*uncti�o ov or by telephone at (480) 474-5085. Thank you for your courtesy and consideration. Sincerely, WITHEY MORRIS P,L.C. By A. � G. Adam Baugh Enclosures: Site Aerial, Overall Conceptual Site Plan and Elevations Site Aerial Map SWC Broadway and Tomahawk 4 ........W� GVO-d)[KVHVWOI 70 Ilk Ap, 10 z uj z u u < < 5 < z < < V) U.J ,46� u < . .............. Z Z IA U.5 LU Cd lLn Z 2 u Hi" p z (D_e 0 @ ---j rq C F 0 CL P LU A U CL gw U I CD -j ULI A 11 IT J A Z uw Atli ui LU M Ll- qt z z D ui 05 < w a. LLIt z Lul ol w -i U. LL w < CC uj CL fit < F- Cf) w C-) z w C/) LLJ cc uj 3: LLJ CO D ............ uj 0::) cl) z 2i < 0 7E 0 tn u- TAB 3 102-02-0030 102-02-002B 102020110 PRICE WILLIAM TR KALEVALA INVESTMENT LTD KALEVALA INVESTMENT LTD 3104 E CAMELBACK RD STE 1004 901 CORPORATE CENTER DR STE 400 901 CORPORATE CENTER DR STE 400 PHOENIX,AZ 85016 MONTEREY PARK, CA 91754 MONTEREY PARK, CA 91754 102-02-001B 102-03-300A 101-22-029B KALEVALA INVESTMENT LTD CHAO HENG PENTECOST INTERNATIONAL WORSHIP 901 CORPORATE CENTER DR STE 400 6840 E IVYGLEN ST CENTER-TEMPE MONTEREY PARK, CA 91754 MESA,AZ 85207 1180 E BROADWAY AVE APACHE JUNCTION,AZ 85119 101-22-034C 101-22-034E 103-19-008D FLORES SYLVIA BENTON GENEVIEVE TR THOMPSON JOSHUA 1422 E BROADWAY AVE 1710 S AARON PO BOX 5157 APACHE JUNCTION,AZ 85119 MESA,AZ 85209 APACHE JUNCTION,AZ 85178 101-22-0310 103-19-009D 103-19-008E QWEST CORPORATION CANYON LAKE LLC SCHUELKE REBECCA P 0 BOX 2599 PO BOX 1051 1655 E 10TH AVE OLATHE, KS 66063 APACHE JUNCTION,AZ 85117 APACHE JUNCTION,AZ 85119 103-19-053A 102-03-300C 101-22-034D STEVENS SYLVIA A&NEHLS DAWN ASTRID CO-TRS MCC PROPERTY HOLDINGS LLC GRANT JAMES KEVIN THE NEST TRUST 4524 W INA RD GRANT BECKY SUSAN 11644 N 41ST PL 4588 SUNDANCE DR PHOENIX,AZ 85028 TUCSON,AZ 85741 PLANO,TX 75024 103-19-026A 102-03-300B 103-19-024C BROKEN WHEEL ENTERPRISES LLC CITY OF APACHE JUNCTION EMBACH KRISTINE PO BOX 2581 300 E SUPERSTITION BLVD 3190 E 7TH AVE APACHE JUNCTION,AZ 85117 APACHE JUNCTION, AZ 85119 APACHE JUNCTION,AZ 85119 103-04-062A 101-22-0230 101-22-024A PINAL COUNTY HOUSING AUTHORITY WHITE SANDS MHC LLC WHITE SANDS MHC LLC 970 N ELEVEN MILE CORNER RD 302 KNIGHTS RUN AVE STE 1108 302 KNIGHTS RUN AVE STE 1108 CASA GRANDE,AZ 85194 TAMPA, FL 33602 TAMPA, FL 33602 TAB 4 gt alga vg, .......... C", AEFIDAVIT.-OF SIGN POSTING The undersigned�' pplicant has complied with Apache Junction's posting requirements for Case # P-21-68-PZ, located Southwest comer of Broadway Ave and Tomaha*k Drive, on September 13th, 202 1. See attached phot 0 exhibit. For applicant: Dynail-nite SigmArin Sign Company Name Sign Company Re,"presentative Subscribed and sw"om to be on this t34-h dayof 202 1, by Maria Hitt. IN WITNESS W, HEREOF, I Hereto set my hand and official seal. 40tj, "P�ul`i"c MARYSETH CONRAD NOtArY Public-Arizona Not4. Public ri —k maricopa County ca—fSSIGM#591461 My C0000�EKP'rtS 00 25,2024 MY Commission' expires:__ZL,,k��.�Fm AAA SOUTHWEST TPAFFic ENGINEERING, LLC TRAFFIC 1101PACT ANALYSIS THE RESIDENCES AT APACHE TRAIL BROADWAY AVENuE[ToMAHAWK ROAD 14 JULY 2021 ess 1 Ono I \f IC4 32339 ANDREW R. SMIGIELSK_ AIA, \J.s PREPARED FOR CC LAND AcaUISITIONs AJ1 LLC 4340 EAST INDIAN SCHOOL ROAD, SUITE 21-204 PHOENix, ARIZONA 85106 SOUTHWEsT TRAFFIC ENGINEERING,LLC 3838 NORTH CENTRAL AVENUE,SUITE 1810 PHOENIX,AZ 85012 T 602.266.SWTE(7983)F 602,266.1115 2021 SOUTHWEST TRAPPIC ENGINEERING, ALL RIGHTS RESERVED Table of Contents Executive Summary 3 Project Description 4 Study Methodology 4 Existing Conditions 7 Existing Traffic Data 9 Access I I Trip Generation 11 Trip Distribution & Assignment 13 Existing Traffic Operations 13 Future Traffic Operations Without Project 17 Future Traffic Operations With Project 20 Turn Lane Analysis 22 Crash Analysis 23 Traffic Signal Warrant Analysis 24 Conclusion 25 Table of Figures Figure I —Vicinity Map 5 Figure 2—Site Plan 6 Figure 3 —Existing Lane Configurations and Traffic Control 8 Figure 4—Weekday Peak Hour Traffic Volumes 10 Figure 5—Baseline Access Point& Intersection Configuration Assumptions 12 Figure 6—Weekday Peak Hour Trip Distribution 14 Figure 7—Weekday Peak Hour Trip Assignment 15 Figure 8—2022 Weekday Peak Hour Traffic Volumes Without Project 19 Figure 9—2022 Weekday Peak Hour Traffic Volumes With Project 21 Figure 10—Proposed Lane Configurations and Traffic Control 27 Traffic Impact Analysis I The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Traffic Impact Analysis 2 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road List of Tables Table 1 – Weekday Project Site Generated Trips ___________________________ 13 Table 2 – Level of Service Criteria – Signalized Intersections _________________ 16 Table 3 – Level of Service Criteria – Un-signalized Intersections ______________ 16 Table 4 – Existing Weekday Peak Hour Levels of Service ____________________ 17 Table 5 – 2022 Weekday Peak Hour Levels of Service Without Project _________ 18 Table 6 – 2022 Weekday Peak Hour Levels of Service With Project ___________ 20 Table 7 – Left Turn Lane Warrants ______________________________________ 22 Table 8 – Right Turn Lane Warrants _____________________________________ 22 Table 9 – Crash Analysis at Royal Palms Road/Old West Highway ____________ 23 Table 10 – Crash Analysis at Tomahawk Road/Old West Highway ____________ 23 Table 11 – Crash Analysis at Broadway Avenue/Tomahawk Road ____________ 24 Table 12 – Traffic Signal Warrant Analysis at Broadway Avenue/Tomahawk Road ____________________________________________________________ 25 Traffic Counts Trip Generation Calculations Capacity Calculations Traffic Signal Warrant Calculations Prepared By; Andrew Smigielski, PE, PTOE, PTP Alex Brucki TRAFFIC IMPACT ANALYSIS THE RESIDENCES AT APACHE TRAIL BROADWAY AVENUE/TOMAHAWK ROAD Executive Summary The purpose of this traffic study is to evaluate the current and future transportation system within the project study area surrounding the site without and with the proposed Residences at Apache Trail project. Existing and Future Traffic Data Without Project All of the study intersections currently operate at an adequate level of service (L,OS) and are expected to continue doing so in 2022 without traffic from the project. Future Traffic Data With Project All of the study intersections are anticipated to operate at an adequate LOS in 2022 without and with traffic from The Residences at Apache Trail site. Turn Lane Analysis Auxiliary turn lanes are not warranted at the access points directly serving the project site. Crash Analysis Of the fourteen (14) recorded crashes in the five-year study period at the intersection of Royal Palms Road/Old West Highway, eleven (11) were angle or left turn type collisions. These are likely due to the divided highway configuration of the intersections, where vehicles cross one direction of travel, make a complete STOP in the `median intersection' before crossing over the second set of travel lanes. During periods of high traffic volumes, these movements can be difficult to complete, resulting in drivers rushing in their attempt to make a turn during an unsuitable gap in traffic. Due to the limited number of crashes recorded at the other study intersections,no specific crash trends can be determined. Traffic Signal Warrant Analysis Traffic signal warrants do not currently meet and are not expected to be met in 2022 without and with traffic from the project site at the intersection of Broadway Avenue/Tomahawk Road. Traffic Impact Analysis 3 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road TRAFFIC IMPACT ANALYSIS THE RESIDENCES AT APACHE TRAIL BROADWAY AVENUE/TOMAHAWK ROAD Proiect Description Sonoma Communities has proposed to develop the southwest corner of Broadway Avenue/Tomahawk Road in Apache Junction, Arizona. The project will consist of a 201 units of multi-family housing. The vicinity of the project is shown in Figure 1. The site is located as shown in Figure 2. This study will include the opening year (2022). Two (2) proposed access points will serve The Residences at Apache Trail project site. The purpose of this traffic impact analysis is to: • Evaluate the current and future operational characteristics of the adjacent roadway network surrounding the project site. • Estimate the traffic generation associated with the project and assign that traffic to the existing roadway system. • Analyze future traffic operations at five existing intersection and the two proposed access points. • Determine the need for auxiliary lanes at the two access points directly serving the site. • Determine if any specific crash trends are present in the study area. • Evaluate the need for the installation of a traffic signal at the intersection of Broadway Avenue/Tomahawk Road. The author of this report is a registered Professional Engineer(Civil)in the State of Arizona having specific expertise and experience in the preparation of traffic impact analyses. Study Methodology In order to analyze and evaluate the potential traffic impacts of the proposed development, the following tasks were undertaken: • Field observation of the proposed site and surrounding area was conducted to evaluate the existing physical and operational characteristics of the adjacent roadway network. • Site traffic volumes generated by the proposed and existing sites were calculated using the Institute of Transportation Engineers (ITE) Trip Generation Manual, IOth Edition, 2017. • Calculated site traffic was distributed based on existing traffic volumes and assigned to the primary roadways within the project study limits. • Capacity analyses were performed for the existing conditions and future conditions without and with the project based on an opening year of 2022. Traffic Impact Analysis 4 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Figure I —Vicinity Map `cs PROJECT �s .sc ra F Broadway Avenue '.. ... O Southern Avenue cc LEGEND: EXISTING ROAD PROJECT SITE Traffic Impact Analysis 5 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road 1 , „ Q % F, S F g i w w va 3 OEM owl FOP WE* roost R Ing � I NOUN ,,. r?y. Win some 0 No i It 1 4 n t- r, » i 1 i s. 1 � T r YY o I i • i �.. t ,�„ ..�� I �f #,� i i afs<,'; _.xYsu`.r .e. �-„ �. �q �_.-: s �yy. „. ,il , P , „ 4 fi}ry I, I `� ,:� I .,# +'.. ,.., � 'yyf �g ��:/ "�^t.�ti,�yba1S`iBtP t ti•.{ spa , a n i �1 » r 1 w r � � ! �► 1 1,,,ter ,@ �; t yr � 1 t s t` t� I 1 y Ii • VATO WIN UATO 1 � � 1 ► • 1. 1 #� 1 ! � M #� #R • The intersections were analyzed using the methodology presented in the 2016 Highway Capacity Manual 6th Edition (HCM 6th). • The need for auxiliary turn lanes at the study intersections directly serving the site were evaluated based on City of Apache Junction guidelines. • Crash data was obtained from the Arizona Department of Transportation (ADOT) database for the study area. • Traffic Signal Warrants were evaluated at the intersection of Broadway Avenue/Tomahawk Road based on existing and 2022 traffic volumes, without and with traffic from the proposed site. Existing Conditions Old West Highway is a 45 mile per hour (mph) urban principal arterial divided roadway that serves existing residential areas in the immediate vicinity of the project site. The alignment of Old West Highway runs northwest-southeast. For the purposes of this report, traffic volumes along Old West Highway will be consider as eastbound and westbound. Two lanes are provided in each direction separated by a wide dirt median. To the west, Old West Highway transitions into Apache Trail and provides access to Arizona State Route 88 (Idaho Road). The City of Apache Junction has classified Tomahawk Road as a north-south, minor arterial roadway with a posted speed limit of 35 mph that provides one-lane in each direction. Tomahawk Road provides access to surrounding residential developments and to the United States Highway 60,approximately one and one-half miles south of the project site. East-west Broadway Avenue is a minor arterial roadway with a posted speed limit of 35 mph in the vicinity of the project site. Along the project frontage, Broadway Avenue is a two-lane roadway, providing one lane in each direction of travel. Royal Palm Road is a residential collector roadway with a posted speed limit of 30 mph which extends south from Old West Highway towards Southern Avenue. One lane is offered in each direction of travel, separated by a raised, concrete median. The intersection of Tomahawk Road/Old West Highway is a four-leg, signalized intersection. Northbound and southbound movements operate under split traffic signal phasing and are offered a dedicated left turn lane, a through lane, and an exclusive right turn lane. Eastbound and westbound traffic are offered protected only left turn movements and utilize a left turn lane,two through lanes, and an exclusive right turn lane. Existing lane configurations and traffic control are shown in Figure 3. Traffic Impact Analysis 7 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Figure 3—Existing Lane Configurations and Traffic Control SKX 35 Srvadway Avencae 4 �_.. „ LEGEND: =Stop Sign =Traffic Signal spaD XX -Speed Limit — =Existing Road =Existing Movement �P�' L a M Traffic Impact Analysis 8 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Due to the configuration of the intersection of Royal Palms Road/Old West Highway, and the nature of completing turning movement across a divided highway,this intersection was analyzed as two separate intersections, as shown in Figure 3. The intermediate `median intersection' between the eastbound and westbound travel lanes of Old West Highway provides approximately 30 feet of storage for vehicles to complete their two-staged movements to and from Old West Highway at these intersections. Existing Traffic Data In order to form a basis for analysis of the project impacts,weekday AM and PM peak hour turning movement counts were conducted at the following intersections: • Tomahawk Road/Old West Highway • Broadway Avenue/Tomahawk Road • Royal Palm Road/Broadway Road • Royal Palm Road/Old West Highway The weekday turning movement counts were conducted from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM in February 2020 while school was in session. Weekday 24-hour intersection approach counts were also completed at the intersection of Broadway Avenue/Tomahawk Road. The existing weekday daily, weekday AM peak hour, and weekday PM peak hour traffic volumes are shown in Figure 4. The complete traffic count summaries can be found in the Appendix. Due to the recent impacts from the COVID-19 pandemic, many non-essential businesses have been forced to close or employees have been asked to work from home. People are also being asked to adhere to social distancing guidelines from the federal government. These implications have led to a reduction in vehicle trips on the roadway system. Since these restrictions have been put in place,the Maricopa Association of Governments (MAG)has been collecting and analyzing traffic volume data within Maricopa County as it relates to the impacts of COVID-19. The basis of their analysis assumes that the average weekday traffic volumes in the first week of March 2020 were `normal' traffic conditions, defined as 100%. Based on this assumption,MAG has reported that,beginning in February 2021, traffic volumes have approached 99% of this `normal' value. Due to this, no corrective growth rate was applied to traffic volumes in the study area. Traffic Impact Analysis 9 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Figure 4—Weekday Peak Hour Traffic Volumes Broadway Avenue 1,335_. LEGEND: Q° XX=Weekday AM Peak Hour (XX) =Weekday PM Peak Hour Vehicles Per Hour �o =Existing Road s Vehicles Per Day de4 ,r Jr' N . 2(6) °' 'r70(64) �f-91(89) } 12(11) {6)3—" 31} (13)7� (94)40—► u�n N -+-298(352) f-8(12) v o °ti L-9(31) ° 4209(221) Li f"10{i4} (10)7—j I 6 (318)179-"', U2 (160)78- (130)5i—j t �" (475)238— (71)28—} o n. Traffic Impact Analysis 10 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Access Two (2) proposed access points will serve the proposed Residences at Apache Trail development. West Access will be located approximately 900 feet west of Tomahawk Road, on the south side of Broadway Avenue. This access point will provide access to the leasing office, future resident parking areas and 173 of the proposed multi-family units. Northbound traffic exiting the site will be offered a shared left turn/right turn lane. Entering the site from Broadway Avenue, eastbound traffic will make use of a shared through/right turn lane while westbound vehicles will utilize a shared left turn/through lane. East Access will serve as an access point for 28 multi-family units and will be located approximately 250 feet west of Tomahawk Road, on the south side of Broadway Avenue. Northbound traffic exiting the site will be offered a shared left turn/right turn lane. Entering the site from Broadway Avenue, eastbound traffic will make use of a shared through/right turn lane while westbound vehicles will utilize a shared left turn/through lane. Figure 5 shows the locations,geometry and spacing for the proposed access points serving The Residences at Apache Trail that will serve as a baseline of analysis in the report. Sight distances at the proposed access points should be verified during the design process. Trip Generation Trip generation for the project was developed utilizing nationally agreed upon data contained in the Institute of Transportation Engineers (ITE) publication Trip Generation, 10th Edition, 2017. The Residences at Apache Trail project proposes 201 units of multifamily housing utilizing ITE Land Use Code (LUC) 220, Multifamily Housing (Low-Rise). Table 1 presents the results of the ITE trip generation for the proposed Residences at Apache Trail project. The complete trip generation calculations can be found in the Appendix of the report. Traffic Impact Analysis 11 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Figure 5—Baseline Access Point& Intersection Configuration Assumptions 900 Broadway Avenu Stop Sign Traffic Signal --� Existing Read y g => =Existing Movement' Proposed Access Proposed Movement 106 �a i awrwix :.�wx+ Traffic Impact Analysis 12 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Table 1 —Weekday Project Site Generated Trips 01 unit Mniti� Time,Nriod Family Housing ax"220) Average Daily,Inbound(vtpd) 720 Average Daily,Outbound(vtpd) 720 Total Daily 1,440 AM Peak Hour,Inbound(vtph) 21 AM Peak Hour,Outbound(vtph) 73 Total AM Peak 94 PM Peak Hour,Inbound(vtph) 72 PM Peak Hour,Outbound(vtph) 43 Total PM Peak 115 vtpd-vehicle trips per day,vtph-vehicle trips per hour Trip Distribution & AssilInment Trip distribution for the proposed project was based on the existing traffic patterns observed at the study intersection. Figure 6 shows the weekday peak hour trip distribution for the project as a percentage of net new primary trips. Figure 7 shows the assignment of generated vehicle trips to the project intersections within the study area for The Residences at Apache Trail site. Existing Traffic Operations Analysis of current intersection operations was conducted for the weekday AM and PM peak hours using the nationally accepted methodology set forth in the Highway Capacity Manual 6th Edition Transportation Research Board, 2016 (HCM 6th). The computer software Synchro 10 was utilized to calculate the levels of service for individual movements, approaches, and for the intersections as a whole. Level of service (LOS) is a qualitative measure of the traffic operations at an intersection or on a roadway segment. Level of service is ranked from LOS A, which signifies little or no congestion and is the highest rank, to LOS F, which signifies congestion and jam conditions. LOS D is typically considered adequate operation at signalized and un- signalized intersections in developed areas. At signalized intersections, level of service is calculated for each movement and then summed in a weighted fashion to yield the LOS for the approach and for the intersections as a whole. Criteria for level of service at signalized intersections are shown in Table 2. Traffic Impact Analysis 13 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Figure 6—Weekday Peak Hour Trip Distribution c� PROJECT M 3 Broadway Avenue Southern Avenue t x LEGEND: EXISTING ROAD PROJECT SITE DISTRIBUTION OF VEHICLE TRIPS Traffic Impact Analysis 14 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Figure 7—Weekday Peak Hour Trip Assignment Broadway Avenue .` 12 LEGEND: Weekday AM teak Hour t+ (XX)=Weekday PM Peak Hour Vehicles Per Hour ° =Existing Road Vehicles Per Day Proposed Access 37 t22! 9 t31 7{S} t1l 14) ,... ... Traffic Impact Analysis 15 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Table 2—Level of Service Criteria—Signalized Intersections Avery c Total 17► . A < 10.0 seconds/vehicle B > 10.0 and<20.0 seconds/vehicle C >20.0 and<35.0 seconds/vehicle D >35.0 and<55.0 seconds/vehicle E >55.0 and<80.0 seconds/vehicle F >80.0 seconds/vehicle In calculating the levels of service,assumed signal phasing and timing data was used. Other assumptions included: • Cycle Length—90 seconds • Lane widths— 12 feet • Approach grade—0% • Right turn on red allowed At un-signalized intersections,level of service is predicted/calculated for those movements which must either stop for or yield to oncoming traffic and is based on average control delay for the particular movement. Control delay is the portion of total delay attributed to traffic control measures such as stop signs and traffic signals. The criteria for level of service at un-signalized intersections are shown in Table 3. Table 3 —Level of Service Criteria—Un-signalized Intersections Lev�lWnf �rr�le vela A < 10 seconds er vehicle B > 10 and< 15 seconds/vehicle C > 15 and<25 seconds/vehicle D >25 and<35 seconds/vehicle E >35 and<50 seconds/vehicle F >50 seconds per vehicle Existing levels of service were calculated for the study intersections as shown in Table 4. Complete capacity calculations are included in the Appendix. As shown in Table 4, all of the study intersections currently operate at an adequate LOS. Traffic Impact Analysis 16 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Table 4-Existing Weekday Peak Hour Levels of Service I,ntersectritn l eal PiVII'etlk Los, I Delay oela Signalized Intersections Tomahawk Road/Old West Highway Overall Intersection C 28.4 C 29.4 Eastbound Left D 39.8 D 37.9 Eastbound Through C 28.3 C 28.5 Eastbound Right C 29.0 C 30.9 Westbound Left D 40.3 D 42.9 Westbound Through C 2.7 C 29.8 Westbound Right C 26.4 C 27.9 Northbound Left C 27.8 C 29.0 Northbound Through C 26.5 C 28.6 Northbound Right C 25.8 C 25.6 Southbound Left C 26.6 C 27.3 Southbound Through C 27.8 C 29.4 Southbound Right C 26.3 C 27.2 Un-Si nalizedIntersections Royal Pahn Road/Eastbound Old West Hwy Northbound Through B 12.3 C 20.5 Northbound Right A 9.1 A 9.9 Southbound Left/Through B 12.3 C 20.4 Royal Palm Road/Westbound Old West Hwy Northbound Left/Through B 12.4 C 16.3 Southbound Through/Right B 10.6 B 11.2 Royal Palm Road/Broadway Avenue Eastbound Throu h/Ri ht A 8.4 A 8.4 Broadway Avenue/Tomahawk Road EastboundLeft/Tbrougb/Right A 8.5 B 10.1 Westbound Left/Through A 8.7 A 9.4 Westbound Right A 7.1 A 7.8 Northbound Left A 8.5 A 8.9 Northbound Through/Right A 8.2 A 9.7 Southbound Left A 8.4 A 9.0 Southbound Through A 8.5 A 9.5 Southbound Right A 7.2 A 7.8 Delay-seconds per vehicle Future Traffic Operations Without Project In order to assess the impacts of the project on future traffic operations, traffic projections were made for the opening year of 2022. A review of historical traffic data in the vicinity of the project showed increasing and decreasing traffic volumes. Due to this, a 2% annual traffic growth rate was used. Weekday traffic volumes in 2022 without the project were estimated with a 2% annual growth rate in Figure 8. As with the current volumes, levels of service were calculated for each of the intersections in the study area for the study year 2022 without the project. Intersection levels of service for 2022 without the project are shown in Table 5. Complete capacity calculations are included in the Appendix. Traffic Impact Analysis 17 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Table 5-2022 Weekday Peak Hour Levels of Service Without Project In ersect nn MPeak PMPeak Los brelay Lo )Pa Signalized Intersections Tomahawk Road/Old West Highway Overall Intersection C 28.4 C 29.5 Eastbound Left D 39.8 D 37.9 Eastbound Through C 28.3 C 28.6 Eastbound Right C 29.0 C 30.9 Westbound Left D 40.3 D 42.9 Westbound Through C 28.7 C 29.9 Westbound Right C 26.4 C 27.9 Northbound Left C 27.8 C 29.0 Northbound Through C 26.5 C 28.6 Northbound Right C 25.8 C 25.6 Southbound Left C 26.6 C 27.3 Southbound Through C 27.9 C 29.4 Southbound Right C 26.3 C 27.2 Un-Si nalizedIntersections Royal PalmRoad/Eastbound Old West Hwy Northbound Through B 12.3 C 20.8 Northbound Right A 9.1 B 10.0 Southbound Left/Throu b B 12.3 C 20.6 Royal Palm Road/Westbound Old West Hwy Northbound Left/Through B 12.5 C 16.5 Southbound Through/Right B 10.7 B 11.2 Royal Pahn Road/Broadway Avenue Eastbound Through/Fight A 8.4 A 8.4 Broadway Avenue/Tomahawk Road Eastbound Left/Through/Right A 8.5 B 10.1 Westbound Left/Through A 8.7 A 9.4 Westbound Right A 7.1 A 7.8 Northbound Left A 8.5 A 8.9 Northbound Through/Right A 8.2 A 9.7 Southbound Left A 8.4 A 9.0 Southbound Through A 8.5 A 9.6 Southbound Right A 7.2 A 7.8 Delay-seconds per vehicle As shown in Table 5, all of the study intersections are anticipated to continue to operate at an adequate LOS in 2022 without traffic from The Residences at Apache Trail site. Traffic Impact Analysis 18 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Figure 8—2022 Weekday Peak Hour Traffic Volumes Without Project Broadway Avenue LEGEND: 1,365 Q�44�°- XX=Weekday AM Peak Hour (XX) =Weekday PM Peak Hour N Vehicles Per Hour + =Existing Road =Vehicles Per Day Est J� N U 0 2(6) °'N i r70(&4) , ,,,, �91(89) '� 12{� ) (5)3-I' I {13)7� (31)14-i 1 § (94)40-0' QDO C �0(1) r„ -+-304(359) +�}8(12) m ° —213(225) f (i4) ..... ,r.„ (10)7—i (324)183®" b y (160)78-1 a ti o (130)51—i (485)243— - (71)28--} o r. Traffic Impact Analysis 19 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Future Traffic Operations With Project In order to assess the impacts of the project on future traffic operations, levels of service were calculated for each project intersection in 2022, with the project. Weekday peak hour traffic volumes for 2022 without the project were combined with the estimated trips generated by the project to yield weekday peak hour traffic volumes with the project. The weekday peak hour traffic volumes with the project for 2022 are shown in Figure 9. Weekday intersection levels of service for 2022,with the project,were then calculated as shown in Table 6. Complete capacity calculations are included in the Appendix. Table 6-2022 Weekday Peak Hour Levels of Service With Project 2022 Without Project, 2022 With Project Intersection AMPeak I"lUlri"eak AM ¢alt" 1'mriuk Los 00h "Los I way,"lbs I Deh : w Meta" Signalized Intersections Tomahawk Road/Old West Highway Overall Intersection C 28.4 C 29.5 C , 28.5 C 29.6 Eastbound Left D 39.8 D 3T9 D 39.8 D 3T9 Eastbound Through C 28.3 C 28.6 C 28.3 C 28.6 Eastbound Right C 29.0 C 30.9 C 29.0 C 30.9 Westbound Left D 40.3 D 42.9 D 40.3 D 42.9 Westbound Through C 28.7 C 29.9 C 28.7 C 29.9 Westbound Right C 26.4 " C 2T9 C 26.5 C 28.5 Northbound Left C " 27.8 C 29.0 C _ 27.8 C 29.0 Northbound Through C 26.5 C 28.6 C 26.7 C 29.4 Northbound Right C " 25.8 C 25.6 C 25.8 C 25.6 Southbound Left C 26.6 C 27.3 C 27.0 C 27.6 Southbound Through C 27.9 C 29A C 28.6 C 29.9 Southbound Right C 26.3 C 27.2 C _ 26.3 C 27.2 Un-Si nalized Intersections Royal Palm Road/Eastbound Old West Hwy_ _ Northbound Through B 12.3 C 20.8 B 12.6 C 23.3 Northbound Right A 9.1 B 10.0 A 9.1 B 10.0 Southbound Left/Through B 12.3 C 20.6 B 12.6 " C 23.0 Royal Palm Road/Westbound Old West Hwy Northbound Left/Through B 12.5 C 16.5 B 12.9 C 18.4 Southbound Through/Right B 10.7 B 11.2 B 10.8 B 11.3 Royal Palm Road/Broadway Avenue Eastbound Through/Right A 8.4 A 8.4 A 8.4 A 8.4 West Access/Broadway Avenue Westbound Through/Left N/A N/A A 7.4 A 7.7 Northbound Left/Right A 9.5 B 10.2 East Access/Broadway Avenue Westbound Through_/Left N/A N/A A 7.4 A 7.6 Northbound Left/Right A 9.3 A 9.9 BroadwayAvenue/Tomahawk Road Eastbound Left/Through/Right A 8.5 B 10.1 A 8.6 B i 10.6 Westbound Left/Through A 8.7 A 9A A 8.8 A 9.8 Westbound Right A 7.1 A 7.8 A 7.3 A 8.0 Northbound Left A 8.5 A 8.9 A 8.7 A 9.5 Northbound Through/Right A 8.2 A 9.7 A 8.4 A 9.9 Southbound Left A 8.4 A 9.0 A 8.5 A 9.2 Southbound Through A 8.5 A 9.6 A 8.7 A 9.9 Southbound Right A 7.2 1 A 7.8 1 A 7.4 A 8.0 Delay-seconds per vehicle As shown in Table 6, all of the study intersections are expected to operate at an adequate LOS of D or better in the weekday AM and PM peak hours in 2022 without and with traffic from the proposed project. Traffic Impact Analysis 20 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Figure 9—2022 Weekday Peak Hour Traffic Volumes With Project SroadwayAvenue LEGEND: Weekday AM Peak Hour (X>O=Weekday PM Peak Hour ' Vehicles Per Hour CK Existing Road c -Vehicles Par bay ` r =Proposed Access 70 126(111) 9(30) 1(6) 12(11) (6) (1 )61—ww . ., (151)9 . ... .. ( 1}14-� . . ., . (13) - (36) (&? (9)4 304(359) .,. (1 ) a C-13(45) +w- 13(225) 10(14) 7 _ . 0 )7 (34)163"'*r" (160)76 (465)2 us (/1)26--J Traffic Impact Analysis 21 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Turn Lane Analysis A key element of this traffic analysis is to determine if right or left turn lanes are required at the intersections providing access to the project. The City of Apache Junction does not provide specific warrants for the inclusion of left and right turn lanes at new driveways. For the purposes of this report, the National Cooperative Highway Research Program's (NCHRP) Report 457 — Evaluating Intersection Improvements: An Engineering Study Guide was used to determine the need for auxiliary turn lanes.NCHRP Report 457 provides criteria for determining if turn lanes are needed based on speed,through traffic volume and turning traffic volume during the peak hour. When needed,turn lanes remove the slowing turning traffic from the through traffic stream, improving capacity and reducing rear-end crashes. Tables 7 and 8 shows the locations that were evaluated for left and right turn lanes, respectively, based on the proposed access configuration for The Residences at Apache Trail site based on 2027 traffic volumes with the project. Table 7—Left Turn Lane Warrants ##:ofThrough: "141ajor Road." Turn Advancing; Opposing " Turning; °a,ofl�ft Turn." Guidelizies .J'enh" lnnt�rsceEtnl Wrfi ction. Lanes per Posted peed. Treatment volum volume, Volume Tarns;Jn Treatments Wool, (mphJ Anaiyze ppited [3uu d" " ir n !l act ? (vet} YA.. "" arranteri? EastAccess/Broadway AM 102 90 1 1% No Avenue Westbound 1 35 Left Turn Lane NCHRP PM 125 151 6 5% No WestAccess/Broadway AM 99 61 9 9% No Avenue Westbound 1 35 Left Turn Lane NCHRP PM 99 139 30 30% No vph-vehicles per hour,mph-miles per hour Table 8—Right Turn Lane Warrants 'Otuf hii, ueu 'Turning, Tarr ourGnidenfAdr titatrsecidn Dirmion Lanrper 1*05,ke#Spe IreatW60 ume volume Treoltmeuts ied Hour 1Jiretictn (mphj Analyzed (V ;wph} (uplt} 41 arrantet�: EastAccess/Broadway Right Tom AM 90 2 No Avenue Westbound 1 35 Lane NCHRP -- PM 151 6 No WestAccess/Broadway Westbound 1 35 NCHRP Right Turn AM 61 9 No Avenue esoun Lane PM 139 30 No vph-vehicles per hour,mph-miles per hour Tables 7 and 8 show that auxiliary turn lanes are not warranted at the access points directly serving the project site. Traffic Impact Analysis 22 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Crash Analysis Crash histories for the study intersections were obtained from the ADOT crash database between January 2015 to December 2019. The results of the crash data review are shown in Tables 9 through 1.1. Table 9—Crash Analysis at Royal Palms Road/Old West Highway Crash Type Year Single 1nta1 Injury Crash, Angie 1,01tTurn Rear-Fad ides p vehicle 1�eadOn Other lhtai�. 2015 1 1 1 2016 3 3 2 6 2017 1 1 2 2018 1 1 1 2019 4 1 4 As shown in Table 9, of the fourteen(14)recorded crashes in the five-year study period at the intersection of Royal Palms Road/Old West Highway, eleven (1.1) were angle or left turn type collisions. These are likely due to the divided highway configuration of the intersections, where vehicles cross one direction of travel, make a complete STOP in the `median intersection' before crossing over the second set of travel lanes. During periods of high traffic volumes, these movements can be difficult to complete, resulting in drivers rushing in their attempt to make a turn during an unsuitable gap in traffic. Table 10—Crash Analysis at Tomahawk Road/Old West Highway Crash TypeYear ixrgle- Fatal injury, rush,: to le oft Turn 12ear-Paid Sidezwige 1lead0it. dither Totals Whieie 2015 0 2016 0 2017 1 1 1 2 3 2018 1 1 2 2 4 2019 1 1 i i1 "'t...... ...... . ... ...... ... ....... .......... 7T+7�7 As shown in Table 10, eight (8) crashes occurred during the five-year study period. Due to the limited number of crashes recorded, no specific crash trends can be determined at the intersection of Tomahawk Road/Old West Highway. Traffic Impact Analysis 23 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Table II —Crash Analysis at Broadway Avenue/Tomahawk Road Cr.-h'TA- -year ' Ingle 10"Iry COO Angle, 4ft,Tura ReartftdS %J* Wai0n (}theer vehicle 2015 0 2016 0 2017 0 2018 1 1 2 2019 1 1 As shown in Table 11, three (3) crashes occurred during the five-year study period. Due to the limited number of crashes recorded, no specific crash trends can be determined at the intersection of Broadway Avenue/Tomahawk Road. It is possible that other crashes occurred in the area where the Police Department was not contacted and no official record of these crashes exists. Traffic Signal Warrant Analysis Traffic signal warrant analyses were performed at the intersection of Broadway Avenue/Tomahawk Road to determine if and/or when a traffic signal is needed based on existing and future (2022)traffic volumes, without and with the proposed site. The Manual on Uniform Traffic Control Devices (MUTCD), Federal Highway Administration,2009,lists nine warrants that are used to determine if a traffic signal should be considered for installation at an intersection. A traffic signal may be warranted if one or more of the warrants are satisfied. Warrants #1 (Eight Hour Volume) and #2 (Four Hour Vehicular Volume) were used to evaluate the need to signalize the intersection. Based on existing conditions, availability of information, and applicability, the remaining warrants (#3, #4, #5, #6, #7, #8, and#9) do not apply to the given conditions. Warrant#I (Eight Hour Volume)is satisfied when for at least eight(8)hours of an average day, specific traffic volume levels are met for both the major and minor streets (Condition A — Minimum Vehicular Volume). The MUTCD states these volumes depend on the vehicles per hour (vph) combined for both approaches of the major street, and for the highest volume approach on the minor street. The values vary depending on the number of approach lanes and the 851h percentile speed of the roadways. Warrant #1 also applies to operating conditions where the major street traffic levels are sufficiently high that traffic entering or crossing from a minor street suffers excessive delay (Condition B — Interruption of Continuous Traffic). Once again, the warrant is satisfied when for each of any of the same eight(8)hours of an average day, specific traffic volume levels are met for both the major and minor streets. Traffic Impact Analysis 24 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Warrant #2 (Four Hour Volume) is met when, for any four hours of the average day on both the major and minor streets, the hourly approach volumes are above the plotted curve contained in the MUTCD (see Appendix F). Daily traffic generated by The Residences at Apache Trail project was distributed throughout the 24 hours of a day based on existing daily traffic distributions. Table 12 shows the results of the warrant analyses at the study intersection. A complete set of the warrant analysis is available in the Appendix. Table 1.2—Traffic Signal Warrant Analysis at Broadway Avenue/Tomahawk Road Wax ant umber Broadway Avenueffoijnah�w Road I 8 9 Condition A Con on B Existing No No No Hours Met 0 0 0 2022 Without Project No No No Hours Metl 0 1 0 0 2022 With Project No No No Hours Met 0 1 0 0 * * * * * * *Warrant Does Not Apply Table 1.2 shows that traffic signal warrants do not currently meet and are not expected to be met in 2022 without and with traffic from the project site at the intersection of Broadway Avenue/Tomahawk Road. It is important to mention that traffic signals should not be installed because one or more of the warrants are satisfied. The MUTCD warrants reflect only the lowest minimum levels on which traffic engineers agree. It also states that, "The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal." Conclusion When fully completed, the proposed Residences at Apache Trail project is predicted to generate an additional 1,440 vehicle trips per day(vtpd)on weekdays to the adjacent street system from the new project site. Fifty percent of these new trips (720 vehicle trips) will. be into the project and fifty percent will be out of the project. All of the study intersections currently operate at an adequate LOS and are expected to continue doing so in 2022 without traffic from the project. All of the study intersections are anticipated to operate at an adequate LOS in 2022 without and with traffic from The Residences at Apache Trail site. Auxiliary turn lanes are not warranted at the access points directly serving the project site. Traffic Impact Analysis 25 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Of the fourteen (14) recorded crashes in the five-year study period at the intersection of Royal Palms Road/Old West Highway, eleven (11) were angle or left turn type collisions. These are likely due to the divided highway configuration of the intersections, where vehicles cross one direction of travel, make a complete STOP in the `median intersection' before crossing over the second set of travel lanes. During periods of high traffic volumes, these movements can be difficult to complete, resulting in drivers rushing in their attempt to make a turn during an unsuitable gap in traffic. Due to the limited number of crashes recorded at the other study intersections, no specific crash trends can be determined. Traffic signal warrants do not currently meet and are not expected to be met in 2022 without and with traffic from the project site at the intersection of Broadway Avenue/Tomahawk Road. Proposed lane configurations and traffic control with The Residences at Apache Trail site are shown in Figure 1.0. P:Aprojects 2021\21037-residences at aj(apache jct)\traffic analysis\report\final\raj tia DRAFT not for submittal 210714.docx Traffic Impact Analysis 26 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road Figure 1.0—Proposed Lane Configurations and Traffic Control Oroedway'Avenuo LEGEND: Stop Sign ° Traffic Signal Existing Road g => =Existing Movement' Proposed Access =Proposed Movement Af ty wx �wx Traffic Impact Analysis 27 The Residences at Apache Trail, Broadway Avenue/Tomahawk Road TRAFFIC IMPACT ANALYSIS THE RESIDENCES AT APACHE TRAIL BROADWAY AVENUE/TOMAHAWK ROAD APPENDIX Traffic Counts Trip Generation Calculations Capacity Calculations Traffic Signal Warrant Calculations Traffic Impact Analysis The Residences at Apache Trail, Broadway Avenue/Tomahawk Road TRAFFIC IMPACT ANALYSIS RESIDENCES AT APACHE JUNCTION BROADWAY AVENUE/TOMAHAWK ROAD APPENDIX Traffic Counts Traffic Impact Analysis Residences at Apache Junction,Broadway Avenue/Tomahawk Road Intersection Turning Movement Prepared by: 41=r o DATA lea o _ ioasA, Vr 520,316.6745 Project #: 21-1086-003 TMC SUMMARY OFRoya/Palm Rd&BroadwayAve APPROACH LANES � N ° EFIFIF-1 R a o 0 0 Ce Broadway Ave a o 0 o Broadway Ave AM MD PM TOTAL w TOTAL AM MD PM z 0 0 0 � CONTROL 0 0 0 U Q 3 6 E::::* I-way Stop < 2 6 8 a 0 20 7 13 �1. EB ��� 91 89 180 LQ n z a ,�-� O Vim• - LOCATION#: 21-1086-003 TURNING MOVEMENT COUNT Royal Palm Rd&Broadway Ave (Intersection Name) N R 77- WEDNESDAY 02/17/21 a Day Date c APPROACH LANES COUNT PERIODS AM 700AM - 900AM NOON PM 40OPM 60OPM AM PEAK HOUR 800 AM NOON PEAK HOUR PM PEAK HOUR 400 PM Intersection Turning Movement Prepared by: FIELDDATA SERVICES OF ARIZONA, V, r L u . 316.6745 N-S STREET: Royal Palm Rd DATE: 02/17/21 < LOCATION: ;Apache Junction E-W STREET: Broadway Aire DAY: WEDNESDAY PROJECT# 21-10 6-00 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 0 0 0 1 0 0 1 0 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 0 0 10 0 0 0 0 1 2 13 0 0 26 7:15 AM 1 0 13 0 0 0 0 2 1 15 1 0 33 7:30 AM 1 0 13 0 0 0 0 1 4 15 1 0 35 7:45 AM 4 0 7 0 0 0 0 0 2 20 2 0 35 8:00 AM 0 0 15 0 0 0 0 0 1 16 0 0 32 8:15 AM 1 0 10 0 0 0 0 1 2 26 0 0 40 8:30 AM 0 0 13 0 0 0 0 0 1 25 0 0 39 8:45 AM 0 0 26 0 0 0 0 2 3 24 2 0 57 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL I NT I NR SL I ST I SR EL I ET I ER WL I WT I WR TOTAL Volumes 7 0 107 0 0 0 0 7 16 154 6 0 297 Approach % 6.14 0.00 93.86 #### #### #### 0.00 30.43 69.57 96.25 3.75 0.00 App/Depart 114 / 0 0 / 170 23 / 114 160 / 13 AM Peak Hr Begins at: 800 AM PEAK Volumes 11 0 64 ' 0 0 0 ' 0 3 7 ' 91 2 0.001 168 I Approach % 1.54 0.00 98.46 #### #### #### 0.00 30.00 70.00 97.85 2.15 0.00 PEAK HR. FACTOR: 0.625 0.000 0.500 0.894 0.737 CONTROL: 1-Way Stop (EB) COMMENT 1: GPS: 33.40 011, -111.536907 Intersection Turning Movement G INC.41 FIELD DATA SERVICES OF ARIZONA, veracitytraffiegroup 520.316.6745 N-S STREET: Royal Palm Rd DATE: 02/17/21 LOCATION: Apache Junction 0 E-W STREET: Broadway Ave DAY: WEDNESDAY PROJECT# 21-106-003 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1. 0 0 0 0 0 1 0 0 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 5 0 38 0 0 0 0 3 4 21 3 0 74 4:15 PM 5 0 45 0 0 0 0 2 4 17 1 0 74 4:30 PM 3 0 18 0 0 0 0 0 3 27 0 0 51 4:45 PM 4 0 39 0 0 0 0 1 2 24 2 0 72 5:00 PM 4 0 41 0 0 0 0 2 3 21 1 0 72 5:15 PM 2 0 33 0 0 0 0 1 1 24 1 0 62 5:30 PM 4 0 31 0 0 0 0 1 0 23 1 0 60 5:45 PM 3 0 31 0 0 0 0 0 3 19 3 0 59 6:00 PM 6:15 PM 6:30 PM 6:45 PM TOTAL NL I NT I NR SL I ST I SR EL I ET I ER WL I WT I WR TOTAL Volumes 30 0 276 0 0 0 0 10 20 176 12 0 524 Approach % 9.80 0.00 90.20 #### #### #### 0.00 33.33 66.67 93.62 6.38 0.00 App/Depart 306 / 0 0 / 196 30 / 286 188 / 42 PM Peak Hr Begins at: 400 PM PEAK Appro ch % I 10.83 0.00 89017'#### #### ####' 0.00 31.58 68.4211 842' 93.68 6.32 0.001 271 I PEAK HR. FACTOR: 1 0.785 ( O.000 1 0.679 1 0.880 1 Oa916 CONTROL: 1-Way Stop (EB) COMMENT 1: 0 GPS: 33.40 011, - 11.536907 Intersection Turning Movement Prepared by: 41=r la DATA le t _ iasA, Project #: 21-1086-004 TMC SUMMARY OF Royal Palm Rd& Old West HiuhwaX APPROACH LANES � N o� o EFF-T-1 Ce a r\ N Old West Highway a `V N Old West Highway AM MD PM TOTAL w TOTAL AM MD PM z 181 51 130 �� CONTROL 0 1 1 713 238 475 E:=* 2-Way stop 298 352 650 CL 0 99 28 71 EB&wB ��� 8 12 20 a D n S Z a N Ln LOCATION#: 21-1086-004 TURNING MOVEMENT COUNT Royal Palm Rd&Old West Highway a (Intersection Name) R 77- WEDNESDAY 02/17/21 a Day Date c APPROACH LANES COUNT PERIODS AM 700AM - 900AM NOON PM 40OPM 60OPM AM PEAK HOUR 800 AM NOON PEAK HOUR PM PEAK HOUR 400 PM Intersection Turning Movement Prepared by: FIELDDATA SERVICES OF ARIZONA, V, r L . 316.6745 N-S STREET: Royal Palm Rd DATE: 02/17/21 < LOCATION: ;Apache Junction E-W STREET: Old West Highway DAY: WEDNESDAY PROJECT# 21-106-004 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 1 0 1 0 1 2 1 1 2 0 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 6 4 1 1 1 13 5 26 3 1 40 1 102 7:15 AM 12 3 0 0 6 10 11 34 6 0 46 0 128 7:30 AM 9 4 1 0 7 12 10 43 7 2 61 0 156 7:45 AM 12 5 2 0 8 14 6 39 6 2 61 0 155 8:00 AM 4 2 2 0 4 13 13 56 4 3 66 0 167 8:15 AM 9 3 3 1 10 17 8 63 8 2 56 0 180 8:30 AM 12 2 1 0 7 19 11 50 13 2 80 0 197 8:45 AM 12 7 1 1 4 22 19 69 3 1 96 0 235 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL I NT I NR SL I ST I SR EL I ET I ER WL I WT I WR TOTAL Volumes 76 30 11 3 47 120 83 380 50 13 506 1 1320 Approach % 64.96 25.64 9.40 1.76 27.65 70.59 16.18 74.07 9.75 2.50 97.31 0.19 App/Depart 117 / 114 170 / 110 513 / 394 520 / 702 AM Peak Hr Begins at: 800 AM PEAK Appro ch % 1 63 79 24.14 12.07 2.04 25.51 72 45) 6 09 75.08 8.831 2.61 993 9 0.0 0 1 779 I PEAK HR. FACTOR: 0.725 0.875 0.871 O.789 0.829 CONTROL: 2-Way Stop (EB&WB) COMMENT 1: GPS: 33.407769, -111,537211 Intersection Turning Movement G INC.41 FIELD DATA SERVICES OF ARIZONA, veracitytraffiegroup 520.316.6745 N-S STREET: Royal Palm Rd DATE: 02/17/21 LOCATION: Apache Junction 0 E-W STREET: Old West Highway DAY: WEDNESDAY PROJECT# 21-10 6-004 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1. 1 0 1 0 1 2 1 1 2 0 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 10 8 2 1 7 17 35 108 18 3 106 0 315 4:15 PM 14 7 2 0 6 15 43 127 15 5 88 0 322 4:30 PM 11 4 0 1 8 21 17 142 22 2 86 0 314 4:45 PM 9 7 1 2 6 18 35 98 16 2 72 1 267 5:00 PM 7 10 1 0 5 19 34 113 24 2 88 1 304 5:15 PM 11 8 0 0 6 19 26 105 17 2 68 1 263 5:30 PM 13 6 1 3 2 18 28 96 19 3 67 1 257 5:45 PM 11 6 1 1 6 15 27 93 16 7 68 1 252 6:00 PM 6:15 PM 6:30 PM 6:45 PM TOTAL NL I NT I NR SL I ST I SR EL I ET I ER WL I WT I WR TOTAL Volumes 86 56 8 8 46 142 245 882 147 26 643 5 2294 Approach % 57.33 37.33 5.33 4.08 23.47 72.45 19.23 69.23 11.54 3.86 95.40 0.74 App/Depart 150 / 306 196 / 219 1274 / 898 674 / 871 PM Peak Hr Begins at: 400 PM PEAK Approach % I 58.67 34.67 6.67 3.92 26.47 69 61' 19.23 70.27 10.501 3.29 96.44 0.27I 1218 I PEAK HR. FACTOR: 0.815 ( 0.850 1 O.914 0.837 Oa946 CONTROL: 2-Way Stop EB &WB) COMMENT 1: 0 GPS: 33.407769, -111.537211 Prepared by: Field Data Services of Arizona/Veracity Traffic Group (520) 316-6745 Volumes for: Wednesday, February 17, 2021 City: Apache Junction Project#: 21-1086-005 Location: Broadway Ave&Tomahawk Rd AM Period NB SB EB WB PM Period NB SB EB WB 00:00 0 1 6 0 12:00 25 37 21 19 00:15 1 2 0 1 12:15 24 21 21 18 00:30 3 5 1 2 12:30 23 34 29 20 00:45 0 4 1 9 1 8 1 4 25 12:45 23 95 17 109 25 96 23 80 380 01:00 1 1 2 0 13:00 24 25 22 17 01:15 2 0 1 0 13:15 23 26 24 28 01:30 0 0 0 0 13:30 32 39 24 15 01:45 2 5 1 2 1 4 2 2 13 13:45 31 110 20 110 25 95 17 77 392 02:00 0 2 2 0 14:00 27 36 34 18 02:15 0 2 1 0 14:15 29 27 29 16 02:30 0 1 1 0 14:30 21 44 27 24 02:45 0 0 0 5 0 4 0 0 9 14:45 31 108 29 136 14 104 22 80 428 03:00 1 3 1 0 15:00 35 32 25 16 03:15 0 2 0 1 15:15 32 24 25 24 03:30 0 2 0 0 15:30 32 27 28 18 03:45 0 1 3 10 1 2 3 4 17 15:45 27 126 25 108 33 111 25 83 428 04:00 2 5 0 2 16:00 41 31 37 19 04:15 1 6 0 5 16:15 38 26 34 20 04:30 1 6 1 2 16:30 33 25 26 15 04:45 0 4 15 32 0 1 8 17 54 16:45 29 141 30 112 37 134 21 75 462 05:00 2 8 0 1 17:00 28 37 35 20 05:15 5 17 0 1 17:15 36 43 28 23 05:30 3 19 3 2 17:30 28 27 33 16 05:45 1 11 10 54 2 5 3 7 77 17:45 27 119 26 133 29 125 14 73 450 06:00 4 7 2 11 18:00 22 17 16 13 06:15 5 18 3 7 18:15 20 25 16 7 06:30 7 10 11 2 18:30 14 20 22 18 06:45 7 23 15 50 5 21 12 32 126 18:45 13 69 14 76 18 72 12 50 267 07:00 10 19 10 12 19:00 11 20 35 6 07:15 6 28 14 15 19:15 16 16 23 11 07:30 8 21 6 18 19:30 11 15 18 7 07:45 20 44 22 90 11 41 15 60 235 19:45 14 52 11 62 17 93 12 36 243 08:00 10 21 10 22 20:00 3 18 13 2 08:15 9 21 14 22 20:15 8 10 11 8 08:30 17 28 13 23 20:30 1 10 12 6 08:45 11 47 18 88 22 59 20 87 281 20:45 6 18 20 58 9 45 2 18 139 09:00 18 24 15 21 21:00 9 13 6 4 09:15 15 31 17 19 21:15 9 3 7 4 09:30 14 28 18 20 21:30 8 5 6 3 09:45 15 62 35 118 19 69 14 74 323 21:45 5 31 5 26 8 27 1 12 96 10:00 18 16 27 22 22:00 2 2 7 1 10:15 34 23 18 14 22:15 6 4 0 1 10:30 21 24 24 27 22:30 2 4 3 4 10:45 28 101 35 98 33 102 26 89 390 22:45 2 12 0 10 4 14 2 8 44 11:00 28 19 19 11 23:00 0 2 1 1 11:15 31 40 31 20 23:15 2 4 3 0 11:30 19 34 24 23 23:30 3 2 1 2 11:45 21 99 20 113 23 97 23 77 386 23:45 3 8 0 8 0 5 1 4 25 Total Vol. 401 669 413 453 1936 889 948 921 596 3354 GPS Coordinates: 33.407884,-111.528766 Daily Totals NB SB EB WB Combined 1290 1617 1334 1049 5290 AM PM Split% 20 7% 34.6% 21.3% 23.4% 36.6% 26.5% 283°% 27.5% 17.8% 63.4% Peak Hour 10 15 11:15 10:30 10:00 10:45 16:00 16:45 16:00 12:30 36:45 Volume 111 131 107 89 421 141 137 134I 88 471 P.H.F. 0.82 0.82 0.81 0.82 0.86 0.86 0.80 0.91 0.79 0.91 Intersection Turning Movement Prepared by: 41=r o DATA SERVICES o _ ioasA, Project #: 21-1086-002 TMCSUMMARYOF Tomahawk Rd&Broadway Ave APPROACH LANES � N M EFIP R E y F a N Broadway Ave a - ^ Broadway Ave AM MD PM TOTAL w TOTAL AM MD PM z 45 14 31 �� CONTROL 5 5 10 v 134 40 94 E:=* 4-Way Stop 70 64 134 0 13 5 8 12 11 23 Q n z Ln - LOCATION#: 21-1086-002 TURNING MOVEMENT COUNT Q Ln M Tomahawk Rd&Broadway Ave (Intersection Name) ce Y WEDNESDAY 02/17/21 3 t Day Date R E APPROACH LANES G COUNT PERIODS F- AM 700AM - 900AM NOON PM 40OPM 60OPM AM PEAK HOUR 800 AM NOON PEAK HOUR PM PEAK HOUR 445 PM Intersection Turning Movement Prepared by: FIELDDATA SERVICES OF ARIZONA, V, r L 0 . 316.6745 N-S STREET: Tomahawk Rd DATE: 02/17/21 < LOCATION: ;Apache Junction E-W STREET: Broadway Ave DAY: WEDNESDAY PROJECT# 21-10 6-002 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1. 1 0 1 1 1 0 1 0 0 1 1 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 0 7 3 0 17 2 1 8 1 6 6 0 51 7:15 AM 1 4 1 1 22 5 4 8 2 1 14 0 63 7:30 AM 0 6 2 1 18 2 2 3 1 2 14 2 53 7:45 AM 1 17 2 2 14 6 2 9 0 3 11 1 68 8:00 AM 2 7 1 1 18 2 1 7 2 2 17 3 63 8:15 AM 0 8 1 0 20 1 4 10 0 2 20 0 66 8:30 AM 2 13 2 1 19 8 2 11 0 4 17 2 81 8:45 AM 1 9 1 2 14 2 7 12 3 4 16 0 71 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL I NT I NR SL I ST I SR EL I ET I ER WL I WT I WR TOTAL Volumes 7 71 13 8 142 28 23 68 9 24 115 8 516 Approach % 7.69 78.02 14.29 4.49 79.78 15.73 23.00 68.00 9.00 16.33 78.23 5.44 App/Depart 91 / 102 178 / 175 100 / 89 147 / 150 AM Peak Hr Begins at: 800 AM PEAK Approach % 110.64 78.72 10.64 4.55 80.68 14.771 23.73 67..80 8.471 13.79 80.46 5.75I 281 I PEAK HR. FACTOR: 0.691 0.786 0.670 0.946 0.867 CONTROL: 4-Way Stop COMMENT 1: GPS: 33.407884, -111.52 766 Intersection Turning Movement G INC.41 FIELD DATA SERVICES OF ARIZONA, veracitytraffiegroup 520.316.6745 N-S STREET: Tomahawk Rd DATE: 02/17/21 LOCATION: Apache Junction ' 0 E-W STREET: Broadway Ave DAY: WEDNESDAY PROJECT# 21-106-002 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1. 1. 0 1 1 1 0 1 0 0 1 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 0 37 4 2 23 6 11 20 6 5 12 2 128 4:15 PM 0 31 7 2 20 4 11 22 1 3 16 1 118 4:30 PM 1 27 5 2 16 7 8 18 0 2 12 1 99 4:45 PM 2 23 4 1 24 5 8 27 2 3 17 1 117 5:00 PM 1 20 7 6 30 1 7 26 2 3 15 2 120 5:15 PM 0 34 2 4 31 8 7 20 1 4 19 0 130 5:30 PM 1 25 2 3 16 8 9 21 3 1 13 2 104 5:45 PM 1 21 5 1 20 5 10 16 3 3 10 1 96 6:00 PM 6:15 PM 6:30 PM 6:45 PM TOTAL NL I NT I NR SL I ST I SR EL I ET I ER WL I WT I WR TOTAL Volumes 6 218 36 21 180 44 71 170 18 24 114 10 912 Approach % 2.31 83.85 13.85 8.57 73.47 17.96 27.41 65.64 6.95 16.22 77.03 6.76 App/Depart 260 / 299 245 / 222 259 / 227 148 / 164 PM Peak Hr Begins at: 445 PM PEAK Approach % I 3.31 84.30 12 40' 10.22 73.72 16.06 23.31 70.68 6.02' 13.75 80.00 6.25I 471 I PEAK HR. FACTOR: 0.840 ( 0.797 0.899 1 0.870 ( Oa906 CONTROL: 4-Way Stop COMMENT 1: 0 GPS: 33.407884, -1 11.52 766 Intersection Turning Movement Prepared by: 41=r la DATA SERVICES t _ iasA, Project #: 21-1086-001 TMC SUMMARY OF Tomahawk Rd& O/d West Highway APPROACH LANES � N M EFFT-1 R O a O1-1 00 � F CO Old West Highway a iO Old West Highway AM MD PM TOTAL w TOTAL AM MD PM z 17 7 10 ��� CONTROL 9 31 40 497 179 318 E:=* Signal 209 221 430 O238 78 160 �1. 10 14 24 1 LQ n z 01 M o - ~ LOCATION#: 21-1086-001 TURNING MOVEMENT COUNT 00 Lo io d Tomahawk Rd&Old West Highway (Intersection Name) ce 7-1 Y WEDNESDAY 02/17/21 3 t Day Date R E APPROACH LANES O COUNT PERIODS F- AM 700AM - 900AM NOON PM 40OPM 60OPM AM PEAK HOUR 800 AM NOON PEAK HOUR PM PEAK HOUR 400 PM Intersection Turning Movement Prepared by: FIELDDATA SERVICES OF ARIZONA, V, r L . 316.6745 N-S STREET: Tomahawk Rd DATE: 02/17/21 < LOCATION: ;Apache Junction E-W STREET: Old West Highway DAY: WEDNESDAY PROJECT# 21-106-001 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1. 1 1 1 1 1 1 2 1 1 2 1 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 19 10 2 1 21 2 1 16 14 2 23 0 111 7:15 AM 17 7 2 4 24 1 2 27 6 0 31 0 121 7:30 AM 12 8 0 4 19 2 1 32 15 1 51 2 147 7:45 AM 22 9 0 2 20 1 2 21 15 1 37 2 132 8:00 AM 20 13 1 8 8 2 1 46 23 0 33 1 156 8:15 AM 23 9 3 6 12 2 4 35 24 0 51 1 170 8:30 AM 17 13 4 3 26 2 2 49 12 5 66 3 202 8:45 AM 25 11 6 2 17 2 0 49 19 5 59 4 199 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NL I NT I NR SL I ST I SR EL I ET I ER WL I WT I WR TOTAL Volumes 155 80 18 30 147 14 13 275 128 14 351 13 1238 Approach % 61.26 31.62 7.11 15.71 76.96 7.33 3.13 66.11 30.77 3.70 92.86 3.44 App/Depart 253 / 106 191 / 289 416 / 323 378 / 520 AM Peak Hr Begins at: 800 AM PEAK Approach % I 58.62 31..72 9 66' 21..11 70.00 8.89) 2.65 67.80 29.551 4.39 91.67 3.95I 727 I PEAK HR. FACTOR: 0,863 0.726 0.943 0.770 0.900 CONTROL: Signal< COMMENT 1: GPS: 33.402838, -1 11.52 743 Intersection Turning Movement G INC.41 FIELD DATA SERVICES OF ARIZONA, veracitytraffiegroup 520.316.6745 N-S STREET: Tomahawk Rd DATE: 02/17/21 LOCATION: Apache Junction ' 0 E-W STREET: Old West Highway DAY: WEDNESDAY PROJECT# 21-106-001 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1. 1. 1 1 1 1 1 2 1 1 2 1 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 37 29 3 4 25 1 4 82 35 3 61 13 297 4:15 PM 24 37 4 7 21 1 1 85 47 2 60 5 294 4:30 PM 28 25 1 3 13 6 3 78 46 6 52 9 270 4:45 PM 30 22 2 2 24 2 2 73 32 3 48 4 244 5:00 PM 27 26 3 3 30 6 1 75 43 2 53 2 271 5:15 PM 26 25 2 5 31 5 3 60 44 8 41 2 252 5:30 PM 25 25 1 1 15 2 1 68 32 2 42 2 216 5:45 PM 21 22 2 2 16 3 2 52 31 3 41 1 196 6:00 PM 6:15 PM 6:30 PM 6:45 PM TOTAL NL I NT I NR SL I ST I SR EL I ET I ER WL I WT I WR TOTAL Volumes 218 211 18 27 175 26 17 573 310 29 398 38 2040 Approach % 48.77 47.20 4.03 11.84 76.75 11.40 1.89 63.67 34.44 6.24 85.59 8.17 App/Depart 447 / 266 228 / 514 900 / 618 465 / 642 PM Peak Hr Begins at: 400 PM PEAK Appro ch % 1 49.1 7 46.69 4.13' 14.68 76.15 9 17' 2..05 65.16 32.79' 5.26 83.08 1.651 1105 I PEAK HR. FACTOR: 1 0.877 ( O.908 1 O.917 0.864 Oa930 CONTROL: Signal; COMMENT 1: 0 GPS: 33.402838, -111.52 743 TRAFFIC IMPACT ANALYSIS RESIDENCES AT APACHE JUNCTION BROADWAY AVENUE/TOMAHAWK ROAD APPENDIX Trip Generation Calculations Traffic Impact Analysis Residences at Apache Junction,Broadway Avenue/Tomahawk Road Multifamily Housing (Low Rise) LAND USE: 173 Dwelling Units Multifamily Housing (Low Rise) TRIP GENERATION CALCULATIONS ARE BASED ON THE INSTITUTE OF TRANSPORTATION ENGINEERS' TRIP GENERATION, 10TH EDITION. THE ITE LAND USE CODE IS Multifamily Housing (Low Rise) (220), General Urban/Suburban Weekday Fitted Curve T=7.56(X) - 40.86 Where X = 173d.u. T = 1,268VTPD ENTER:(0.5)*(1268) = 634VTPD EXIT:(0.5)*(1268) = 634VTPD AM PEAK HOUR (ONE HOUR BETWEEN 7 AND 9 AM) Fitted Curve Ln(T) = 0.95Ln(X) - 0.51 Where X = 173d.u. T = 80 VPH ENTER:(0.23)*(80) = 18 VPH EXIT:(0.77)*(80) = 62 VPH PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) Fitted Curve Ln(T) = 0.89Ln(X) - 0.02 Where X = 173d.u. T = 96 VPH ENTER:(0.63)*(96) = 60 VPH EXIT:(0.37)*(96) = 36 VPH *where, T = trip ends TRIP GENERATION SUMMARY WEEKDAY 1,268VTPD AM PEAK HOUR (ONE HOUR BETWEEN 7 AND 9 AM) 80VPH PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) 96VPH Multifamily Housing (Low Rise) LAND USE: 28 Dwelling Units Multifamily Housing (Low Rise) TRIP GENERATION CALCULATIONS ARE BASED ON THE INSTITUTE OF TRANSPORTATION ENGINEERS' TRIP GENERATION, 10TH EDITION. THE ITE LAND USE CODE IS Multifamily Housing (Low Rise) (220), General Urban/Suburban Weekday Fitted Curve T=7.56(X) - 40.86 Where X = 28d.u. T = 172 VTPD ENTER:(0.5)*(172) = 86 VTPD EXIT:(0.5)*(172) = 86 VTPD AM PEAK HOUR (ONE HOUR BETWEEN 7 AND 9 AM) Fitted Curve Ln(T) = 0.95Ln(X) - 0.51 Where X = 28d.u. T = 14 VPH ENTER:(0.23)*(14) = 3 VPH EXIT:(0.77)*(14) = 11 VPH PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) Fitted Curve Ln(T) = 0.89Ln(X) - 0.02 Where X = 28d.u. T = 19 VPH ENTER:(0.63)*(19) = 12 VPH EXIT:(0.37)*(19) = 7 VPH *where, T = trip ends TRIP GENERATION SUMMARY WEEKDAY 172 VTPD AM PEAK HOUR (ONE HOUR BETWEEN 7 AND 9 AM) 14VPH PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) 19VPH TRAFFIC IMPACT ANALYSIS RESIDENCES AT APACHE JUNCTION BROADWAY AVENUE/TOMAHAWK ROAD APPENDIX Capacity Calculations Traffic Impact Analysis Residences at Apache Junction,Broadway Avenue/Tomahawk Road HCM 6th Signalized Intersection Summary 1: Tomahawk Road & Old West Hwy 03/06/2021 r~a iS Yr{itfYrr{itfYrr{itfYrr{itfYrr{itfYrr{itfYrr{i~afY£`t t itfYrr{lr ,Y,�t ari.# { , t,,„s ,!„Y.,t r., f E.~ t , {ttifift ,ii tr{,.�, rsi~afYrr{i r 4} tcf, girt t f a+�f,F',ff5t'<f{;,t;,f St'<f�i�it�F• i u fcc {tti,E��t�1.; {E{f s}{57�1, �i{���5, {y � f.:rz�£?,�ft� S 3,t?tza{ fi�i,�{{�{i. � t,,�` ,n}1 j S {� •� i };tlz,�£�tV���fr{(ji��tf{!{��t�}r�z�r �{titi{t ��t „- S��jAuSt�i��) .•,t�3t,�< ��',f `(7��;�,!' rttr}�st}��`r� })#t�`r��f#`,t, Y �{lo�ltti�' r�,�S�{r.�#1 N..,;I s����sti ..' !,'�{s,J{�3�C,,-';i�1 l�i• „'���{�t{{j���jr`: Lane Configurations + Traffic Volume(veh/h) 7 179 78 10 209 9 85 46 14 19 63 8' Future Volume(veh/h) 7 179 78 10 209 9 85 46 14 19 63 8 Initial Q((fib),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00' Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1870 170 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 8 199 87 11 232 10 94 51 16 21 70 9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90' Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 129 849 379 129 849 379 445 ' 468 396 ! 426 447 379 Arrive On Green 0.07 0.24 0.24 0.07 0.24 0.24 0.25 0.25 0.25 0.24 0.24 0.24 Sat Flow,veh/h 1781 3554 1585 1781 3554 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v),veh/h 8 199 87 11 232 10 94 51 16 21 70 9 Grp Sat Flow(s),veh/h/In 1781 1777 1585 1781 1777 1585 1781 1870 1585 1781 1870 1585' Q Serve(g_s),s 0.4 4.1 4.0 0.5 4.8 0.4 3.8 1.9 0.7 0.8 2.7 0.4 Cycle Q Clear(g_..c),s 0.4 4.1 4.0 0.5 4.8 0.4 18 1.9 0.7 0.8 2.7 0.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 129 849 379 129 849 379 445 468 396 426' 447 379 V/C Ratio(X) 0.06 0.23 0.23 0.09 0.27 0.03 0.21 0.11 0.04 0.05 0.16 0.02 Avail Cap(cLa),veh1h 129 849 379 129 849 379 445 468 396 426 447 379 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Upstream Filter(l) 1.00 1.00 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1A Uniform Delay(d),s/veh 38.9 27.6 27.6 39.0 27.9 26.2 26.7 26.0 25.6 26.4 27.1 26.2 Inr Delay(Q),s/veh 0.9 0.6 1.4 1.3 0.8 0.1 1.1 0.5 0.2 0,2' 0.7 01 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °bile BackOfQ(50%),vehlln 0.2 1.7 1.6 0.3 2.0 0.2 1.7 0.9 0.3 0.4 1.2 0.2 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 39.8 28.3 29.0 40.3 28.7 26A 27.8 26.5 25.8 26.6 27.8 26 3' LnGrp LOS D C C D C C C C C C C C Approach Vol,veh/h 294 253 161 100 Approach Delay,s/veh 28.8 29.1 27.2 27.4 Approach LOS C C C C ,.•. ...,zi", 4»r":'f rrzt,..+. ':iti »\:,Y'F's Y,i,...,r ""( 's'u:s I s't" ((rf"',f "" t",i,s",«f,tilY"I" Lf'f Y�,u"f'}'"s Y i" ..it t'i„ "sr"t'f3"Y i"i'?z r}t"".l.i ',tt''si'i ri i i .s 1 it �5 #,{ ct,r rnSi FS , �r r,..}}t (( ,t(t{11tJ £, r £f• tt { yti t. ,Sf t7,s �#31 U {.,.St t{,t ter, {U ., i ? #I{# Sft#llY�,3 {#}.t. #,tfl {{2f,., U?;r t#•t€lt�t� ,? tI,FF„� 4 3 lt.tt{ i€t{}.,t .b r .ft „{{ ) }. {tl .,}t rmtl ,l, t { ,1{! i##1 1 'r'r, �'� {i Y{Y ti?, it !f,`t'/:•� { ,f,�# is# #•#. t $,�{t•#r��, t�,,z ti to„e,z}r {,.,?1> 0 f { � t s� rS f{»�j�,»r tt{�r�5 }` !, !i�t#tr i,f t iffy, I> ,l��ii�l!}'t,»,ii IIl�, } �<, ,ttrti }t.�'�'1{rts,tii�r t$.t,i�##���, #i ,tij:If})i � n5 •�II ��'nr # s�tr,�€ l7rit{,,�5�� < #{r�,�i���itlr�a -. Phs Duration(G+Y+Rc),s 27.0 11.0 26.0 26.0 11,0 26.0 Change Period(Y+Rc),s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting(Gmax) s 22.5 8,5 21.5 21.5 6.5 21.5 Max Q Clear Time(g_c+ll),s 5.8 2.5 6.1 4.7 2.4__- 6.8 Green Ext'Time(p-c),s 0.5 0.0 1.2 0.3 0.0 1.1 ztk 5 F,r F kr, t ! t f 5 11 f�fz ss),n,t t kt £r> hi 3 { Ii rl !St t ? { : r EtF• £ , { ES } t t r} S, t t }, t I !�tr �rz},31 rr�� rt,t��iy 3 �i:4#,lff (n# # L�I���', �£fr �t}S'1,i{{zrt �!�{ tint itl�i{��2s!{ rr•cl!#��}�rtr,»)�r�1t�k.,l,Il,r�{,'?i�..»i•III ���,<r,7 �� ,F! sti }rs�51 S€t.f HCM 6th Ctrl Delay 28A HCM 6th LOS C Existing AM Peak Hour Synchro 10 Report Page 1 HCM 6th TWSC 2: Royal Palm Road & EB Old West Hwy 03/06/2021 ,ttZZZZ t�ZZZZZ�ZZZZZI�ZZZZZ�ZZZZZ��ZZZZZ�ZZZZZ�ZZZZZI�ZZZZZ�ZZZZZ��ZZZZZ�ZZZZZ�ZZZZZI�ZZZZZ�ZZZZZ��ZZZZZ Int Delay,s/veh 2.7 '-' #i 1 �41144«,,,,, „,.r a�tr ,,l{ ,`ii f� „#i�lf<,,, Jl fttfih 1}lr .l r{in`� S�i�1 .,#,{ Ifl�Vr f1fVr f1fVr f1fVr f1fVr f1fVr f1fVr fl,fir ll$,.3sSr; .�}r##�}�r���t}t,,,33d3df`3,� t�41f� ,.z�#t, � {}hi �{4£�}1S r}�f,tt {{taJ� i�t�F��(i�` Z����33 i#�{cog .,(S((it, rid€sft{}r, tst�� � ,rl�r ,r�'r ,rl�r ,r� t€�fif`•?(tSr.}tlt„ Lane Configurations + + Traffic Vol veh/h 51 238 28 0 0 0 0 51 7 2 33 0 Future Vol,veh/h 51 238 28 0 0 0 0 51 7 2 33 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length 50 - 150 - - - 150 - - Veh in Median Storage,# - 0 - - 16979 0 0 Grade,% 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mumt Flow 57 264 31 0 0 0 0 57 8 2 37 0 `1s,},s t,s S�st i#if} ss,stits„si is, t., # 7 g4g,, (�,(i Conflicting Flow All 0 0 0 - 378 132 275 409 - Stage 1 - 378 0„ 0 - Stage 2 0 275 409_. Critical Hdwy 4,14 - &54 6.94 7.54 6.54 Critical Hdwy Stg 1 - 5.54 Critical Hdwy Stg 2 - - 6.54; 5,54 Follow-up Hdwy 2.22 - 4.02 3.32 3.52 4.02 Pot Cap-1 Maneuver 0 552 893 656 531 0 Stage 1 0 614 0 Stage 2 0 708 594 0 Platoon blocked, Mov Cap-1 Maneuver - - 552 893 599 531 Mov Cap-2 Maneuver - - - 552 599 531 - Stage 1 - - 614 - Stage 2 - - - - 637 594 „}r, tF { +xr1 } { I 4 t 5i4 < SE lr zf,til rE , tRt uS � fi,•�P �1{,S tti ..�#{7t,�€�frii{�#{} r{r tc#,{�lr ti i�,si1 �{�z4�r�c ,i}�d s f#,{�„�s Ss�.,ts��.� S ir.,r t�)1 cs,nir�}.tt st�f}, ti�tz#t� )�i,r,�',1,..(r J, ,t ts�t:�� i3��t}3tt.t#t2�{j 11/•..4#���{it ���o..s}ss:t>1rn t�i.tt, HCM Control Delay,s 11.9 12,3 HCM LOS, B B £ t 1}}rIZ{, I r .r J Fi, §SF t{k,t; ��t, r {(2Cf xF t,S5 i r 3 t {;t t S nr},z,•rrl 4a S5t tcZ. Y,>1,,,,ta`.Sf 1.fit ��4zt3f,i"l,ic'',,,, s}3>\zttJ SSr.:i}f i.4;rc,Yh tff„t£S J.}-, ,. Capacity(veh/h) 552 893 - 534 HCM Lane V/C Ratio 0.103 0.009 - - 0.073 HCM Control Delay(s) 12. 9.1 - 12.3 HCM Lane LOS _ B A B HCM 9 th%tile Q(veh) 0.3 0 _ 0.2 Existing AM Peak Hour Synchro 10 Report Page 2 HCM 6th TWSC 3: WB Old West Hwy & Royal Palm Road 03/06/2021 rttdddd trddddd�dddddd�ddddd�dddddr�ddddd�ddddd�dddddd�ddddd�dddddr�ddddd�ddddd�dddddd�ddddd�dddddr�ddddd Int Delay,s/veh 4.6 „—•,,vf lz rs I C�}tl a>;rl� j2ts`J'$'1 "' .` Fiat {s 3kSf"F"l„s" `."r�,r i}$izlz' t tyk{s" tt 2(£. (r{C+.4€ \. }Fit4 frtf f71S f}if'fy'kS'fy'iS'fy'iS'fy'if�f}if f9Yr+71 st:'i tf f< tt11�,f�rr JJl� ,�rrr}�}{t �t r� t �r�frrr rrzt J t,t£tt�tt }rrtt tit}; ,it t,�ict �3zf ,�i „3tf�� s,�FT€ >Tit¥.rxtt,tt�;r�r��rt�r��rt�r��rt�r��rt��r��rt�LttJ{11+t1!}Jr�}rrt�� Lane Configurations t'' Traffic Vol veh/h 0 0 0 8 298 0 37 65 0 0 27 71 Future Vol,veh/h 0 0 0 8 298 0 37 65 0 0 27 71 Conflicting Peds,#lhr 0 8 0 0 0 0 0 0 9 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - - None Storage Length - - 150 - - - - - - - Veh in Median Storage,# - 0 0 0 Grade,% 0 _ 0 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 9 331 0 41 72 6 0 30 79 t�l�ti t(((� I��r t!i�ltiti£1 }i� ti i Conflicting Flow All 0 0 0 199 349 349 166 Stage 1 0 0 - 349 - Stage 2 199 349 0 Critical Hdwy 4A4 - 7.54 6.54 6.54 6,94 Critical Hdwy Stg 1 5.54 Critical Hdwy Stg 2 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 3.52 4.02 4.02 3.32 Pot Cap-1 Maneuver 742 574 0 0 574 849 Stage 1 0 0 632 Stage 2 - 784 632 9 0 - Platoon blocked, Mov Cap-I Maneuver 46 574 - 574 849 Mov Cap-2 Maneuver - - 646 574 574 - Stage 1 - 632 Stage 2 677 632 ,.r rl t. Sft 2R3r 3 rl 4 t f.3t ? rlr J 4 r {U .i trt ,3T . {{i r4n,r.t t�,{ it fl} t, i n +f S { i{, 1$, t t• {,, rt{ t {.rrf ,r,} ttSi £ Sr }{�n ri �r} „ a•3:7n lstr tt}S. t .i, f Is { {} �17+sr r} 4 r },} £�� rir t} `tll�S•(t. r Ft ��r 2}�,$,( {{'� (L { }f��.{t r tl ,rt5` ''S C,k,.:f r ii 1 } t� !\ ll, �t+ri�l �} �•�F e;3 r �it� ��f �trr �+rrJz} 5+rt4t}F . t}r r}FIr£f�}r.tt ;t ,j�l r,t„f}t or;r,. t {kart }� ri. 1ct} z.}7T3,rrT ��� Jjl ! tip r ,}i1{{ �tu,1 �t�t,�}�1r�a,i�,r�1 ,�#,•fir it }4�(,},t��,}�}r.r, '..,SS{�}ki}rt�ri�i�Fr£� i} �'j�{,���ttlt'��?'r� f�';'f't��2����r��t�t���7r�i�� �����,,r s,t�{�#jF},€F�S iti' �f��ti� �'ft$ii'�, �J�t�tf(�S{ ���{t��lr� �£rt�����> t�tS( � � ��t}�$'�!{�i��S�J3�2r}��s�t„�tl��,.��I�ii '���7t•f���>'1S{s{�ttits��v HCM Control Delay,s 12.4 1U HCM LOS, B B Y e}ri> rr, r t d FT §SF k; s}3 } 0 2t.f dlr { zr�£ ! z+4i �sr. h".rxr S,5 ti'i{1 J 4F1 +,t P'C, F3�' }r.ry t{r sir •ts 2t {z rz.:,r .!Ir �iS�re'rrr r�. tq� .Sit:;, �.+;t. �. d},r i`55 irrf;��»{Si ia•;�rr�t�g S ,€iF£J f„a�I �s��f�{f{��!In{�,�,£S{,�r{<��5�r;3rtr�{�..� ��}4c3i f Ss��l�}�lirtc{}�{#s`�;srs,Sr({�}:};,;,.t„f t�{{ Capacity(veh/h) 598 - 750 HCM Lane V/C Ratio 0.19 - - 0.145 HCM Control Delay(s) 12A - 10.6 HCM Lane LOS B - B HCM 95th%tile Q(veh) 01 - 0. Existing AM Peak Hour Synchro 10 Report Page 3 HCM 6th TWSC 4: Royal Palm Road & Broadway Avenue 03/06/2021 Int Delay,s/veh 0.8 r$4t r fz r 3 { 11 ( .# l ttt tuts}sts}stt tuts}sts}stt tuts}sts}stt tuts}sts}stt tuts}sts}stt t}sts}sts}stt t}sts}ststt #} ,< € 3 f r t S 7 Lane Configurations Y Traffic Vol veh/h 3 7 91 2 1 64 Future Vol,veh/h 3 7 91 2 1 64 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - Done Storage Length - - - 0 Veh in Median Storage,# 0 0 16974 Grade,% 0 0 0 Peak Hour Factor 90 90 90 90 , 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 3 8 101 2 1 71 Conflicting Flow All 204 2 0 0 Stage 1 204 = - - Stage 2 0 - Critical Hdwy 6. 2 6,22 4.12' Critical Hdwy Stg 1 5.52 Critical Hdwy Stg 2 Follow-up Hdwy 4.018 3.318 2.218 Pot Cap-1 Maneuver 692 1082 Stage 1 733 - - tae 2 Platoon blocked, Mov Cap-1 Maneuver 0 1082 - Mov Cap-2 Maneuver 0 Stage 1 0 Stage 2 0 HCM Control Delay,s 84 HCM LOS A Capacity(veh/h) 1082 HCM Lane V/C Ratio 0.01 - HCM Control Delay(s) 8. - HCM Lane LOS A - HCM 95th;%tile Q(veh) 0 Existing AM Peak Hour Synchro 10 Report Page 4 HCM 6th AWSC 7: Tomahawk Road & Broadway Avenue 03/06/2021 Intersection Delay,s/veh 8.4 Intersection LOS Lane Configurations Traffic Vol veh/h 14 40 5 12 70 5 5 37 5 4 71 13 Future Vol,veh/h 14 40 5 12 70 5 5 37 5 4 71 13 Peak Hour Factor 0.90 0.90 0 90 U.90 0.90 0.90 0.90 0,90 0.90 0.90 0.90 0190" Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mumt Flow 16 44 6 13 78 6 6 41 6 4 79 14' Number of Lanes 0 1 0 0 1 1 1 1 0 1 1 1 Opposing Approach WB EB SB NB Opposing Lanes 2 1 3 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 3 2 1 2 Conflicting Approach Right NB SB WB EB Conflicting;Lanes Right 2 3 2 1 HCM Control Delay 8.5 8.6 8.2 8.3 HCM LOS A A A A Vol Left,% 100% 0% 24% 15% 0% 100% 0% 0% Vol Thru,% 0% 88% 68% 85% 0% 0°I© 100% 00/6 Vol Right, % 0% 12% 8% 0% 100% 0% 0% 100% Sign Control Step Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 5 42 59 82 5 4 71 13 LT Vol 5 0 14 12 0 4 0 0 Through Vol 0 37 40 70 0 0 71 0 RT Vol 0 5 5 0 5 0 0 13 Lane Flow Rate 6 47 66 91 6 4 79 14 Geometry Grp 8 8 8 8 8 8 8 8 Degree of Util(X) 0.009 0.066 0.095 0.131 0.007 0.007 0.112 0.018 Departure Headway(Hd) 5.715 5.129 5.206 5157 4.383 5,619 5.117 4A14 Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 627 699 689 696 817 638 701 811 Service Time 3.444 2.857 2.933 2.881 2.107 3.346 2.844 2.141 HCM Lane V/C Ratio 0.01 0,067 0.096 0,131 0.007 0,006 0.113 0,017 HCM Control Delay 8.5 8.2 8.5 8.7 7.1 8.4 8.5 7.2 HCM Lane LOS A A A A A A A A HCM 95th-tile Q 0 0.2 0.3 0.4 0 0 0.4 0.1 Existing AM Peak Hour Synchro 10 Report Page 5 HCM 6th Signalized Intersection Summary 1: Tomahawk Road & Old West Hwy 03/06/2021 r� iS Yrli}fYrrli}fYrr{i}fYrrli}fYrrli}fYrr{i}fYrrli�fY:`, 5 i}fYrrllr ,},�t ar}.{ { , t,,„s ,E„i.Ef r., r,.� t , {ff;fi}t ,tt tr{,.�, rsi�fYrr{i r 4} tcf, •, } }{4��#�SV��s�fr#(ji��tf{t{��t�;Tr�r�r �`,ttti{t ��{ „- S��jAu�t�i��) .',}�3t,�< ?�',r 't7��;�,5' rizt}z�{S}4��`Y� })€t�sz��f�`,t, , �{lo f#€t'ti�' r�,�S�{r.��fl N..,;r s����}ti ..' },�ygtr J{�3�r� ,-';1�1 l�t, „'�#�{�€{{j���jE`: Lane Configurations + Traffic Volume(veh/h) 10 318 160 14 221 31 119 113 10 16 83 10' Future Volume(veh/h) 10 318 160 14 221 31 119 113 10 16 83 10 Initial Q((fib),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj !, 1,00 1.00 100 1.00 1.00 1,00 1,00 1,00 I.00 1,00 1,00 1.00' Work Zone On Approach No No No No Adj Sat Flow,veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870; 1870 1870' Adj Flow Rate,veh/h 11 353 178 16 246 34 132 126 11 18 92 11 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0,90 0.90 0.90 0,90' Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 168 98 414 109 809 361 445 468 396 406 426 361' Arrive On Green 0.09 0.26 0.26 0.06 0.23 0.23 0.25 0.25 0.25 0.23 0.23 0.23 Sat Flow,veh/h 1781 354 1585 1781 3554 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v),veh/h 11 353 178 16 246 34 132 126 11 18 92 11 Grp Sat Flow(s),veh/h/In 1781 1777 1585 1781 1777 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s),s 0.5 7.3 8.4 0.8 5.2 1.5 5.4 4.9 0.5 0.7 3.6 0.5 Cycle Q Clear(g_c),s 0.5 7.3 8.4 0.8 5.2 1,5 5.4 4,9 0.5 01 3.6 0,5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp ap(c),veh/h 168 928 414 109 809 361 445 468 396 406' 426 361' V/C Ratio(X) 0.07 0.38 0.43 0.15 0.30 0.09 0.30 0.27 0.03 0.04 0.22 0.03 Avail Cap(c_a),veh/h 168 928 414 109 809 361 445 468 396 406' 426 361' HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(1) 1.00 1.00 100 1.00 1.00 I.00 1,00 1,00 1.00 1,00' 1.00 1.00' Uniform Delay(d),s/veh 37.1 27.3 27.7 40.0 28.8 27.4 27.3 27.1 25.5 27.1 28.2 27.0 Iner Delay(d2),s/veh 0.7 1.2 3.2 2,8 1.0 0,5 1.7 1.4 0A 0.2 1.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °bile BackOfQ(50%),veh/In 01 3A 3.4 0A 2.2 0,6 2.4 2.3 0.2 0.3 13 0 2 Unsig.Movement Delay,s/veh LnGrp Del y(d),s/veh 37,9 2&5 30.9 42.9 29.8 27,9 29,0 2&6 2&6 27.3 29.4 27. LnGrp LOS D C C D C C C C C C C C Approach Vol,veh/h 542 296 269 121 Approach Delay,s/veh 29.5 30.3 28.7 28.9 Approach LOS C C C Phs Duration(G+Y+Rc),s 27.0 10.0 2&0 25.0 13.0 25,0 Change Period(Y+Rc),s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting(Gmax) s 22.5 5.5 23,5 20.5 8,5 20.5 Max Q Clear Time(g_c+11) s 7.4 2.8 10.4 5.6 2.5 7.2 Green Ext Time(p-c),s 0.9 0,0 2.2 0.4 0.0 1. HCM 6th Ctd Delay 29.4 HCM 6th LOS C Existing PM Peak Hour Synchro 10 Report Page 1 HCM 6th TWSC 2: Royal Palm Road & EB Old West Hwy 03/06/2021 Int Delay,s/veh 3 j'j}(i�,}fir t�rz?rll��iS�£ i(.t��(t:{ ;•i.,}fi��ii {sf� �il~;1 r.i/{t` t�v� 41�:13�:1 ,a t{7t ffspzs�� ltj��i# ' �ttr,�.'..rtfY�'�fir ,tfir ,tifir ,tfir ,tfir ,tifir t,�fi}t S2��ti'r�43,t Lane Configurations + + Traffic Vol veh/h 10 475 71 0 0 0 0 70 5 4 39 0 Future Vol,veh/h 130 475 71 0 0 0 0 70 5 4 39 0 Conflicting Peds,#!hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channlized - None - done - None - None Storage Length 50 - 150 - - - - 150 - - Veh in Median Storage,# - 0 - 16979 0 0 Grade,%. 0 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 96 90 90 ! 90 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 144 528 79 0 0 0 0 78 6 4 43 0 }„rrs:s�FJr..t..y..s}irl.},r,.},r,.},;sr,.},r,.},r,..sY°'rr,{.,.ts t„:`rt (( f!'<io..z1,£7''£}'}'Jail 113nt„frrt t ((t i it( ,.,.�£sY Sn�i ii t� ?i,mrr+t t trto.£.`?dSi"n.,{•'iiil (113,.r tfrrrrr( 4rl.s}rr r�2��iz+ti�3144��i�t'{��Ciif�t��i £•r3(��iIII ft�;��3n{r?�Y##11��'�l�t4t�{�,lfllll lil�r t(t(,) ����, i 1 t ������ ��i�,1S(!t 13'���5, r),f{{{Stl��'� Ilil4+i f{£tr��fi#tS4����s Conflicting Flow All 0 0 0 - 816 264 591 895 - Stage 1 - 816 0; 0 - Stage 2 - - - 0 - 591 895 - Critical Hdwy 414 - 6.54 6.94 T54 6.54 Critical Hdwy Stg 1 - 5.54 Critical Hdwy Stg - - &54 5.54 Follow-up Hdwy 2.22 4.02 3.32 3.52 4.02 Prat Cap-1 Maneuver 0 310 734 391 279 0 Stage 1 _ 0 389 0 Stage 2 - 0 - 460 357 0 Platoon blocked, Mov Cap-1 Maneuver - 310 734 313 279 Mov Cap-2 Maneuver - - - 310 313 279 - Stage 1 - 389 Stage 2 365 357 r2 ?�f� ttzf )) ..�, k#st� t 3 fI 3 f4r 3 �, 15{, t,.•rr k tS {fiz �r( ! t V „iltt{!} c{,. ;r, .} t}4 r{ tr - t t,l 4,,n„},# ,fi �S�� $i 3���p { �{�•U { t y�f> { ttt it tr i� „t} ttr #i# r} ttl€r {{t z� {i {, jj��t tt� t {n r �3, �,3�>���t�r,tC'�1 ,#�. �„3.#{!�`�t�t,i il,}r tn)rF,{}k�g�3} �isk rt � t �l I� •zr �,a sr ; ,#�. t! t� # t #tt,zrr�},} rat�i 31t� �st+ t� t� r r,s}f#r ),s{��t. HCM Control Delay,s 19.8 20.4 HCM LOS, C C „••, rr ;, F„a.,.,.3.,.s,:..•<a... .,� rn- rr r, r n.d. ., ....,.., r„r� ,. _,,,,,,. �4 j£ft t C,£ } §SF i},t } ti{f rcF S,A �.'f C ti,r,3'}t ,;fF{3 t<}'1r,,lc4u T€F rz",} h o-? 3;rc,P'C, }3 F' },,ry i t{r s3r} ,•Ct s 231 {t�',,,r ( fzl rs„#3f Ft"fi sift. ct Sit F.}r,",.',...dt, t. �3r #{cr tit;�..# tF#.7tr/r ,z.? t.rr 777r ,€fir„a•tt".11,3"c rSi FflE,r{n,tS Yt�fnr� i� aS r� �i{t�ra3i?<r }t t t• �i�# , }�c�£# s{ �##I}� },' t11�17�# rr#k {S{r t�f t#€st4ttft{f s3�1z�t,.t{�}�}i#���{ �3���rS t,4+'<�{pr'��ft,..�i�� , �,f4c3?,rr�s�r�}�rt�c{k:�{#,�l�s,f{iCt3€:},r,tf}t�{£ Capacity(veh/h) 310 734 - - 282 HCM Lane V/C Ratio 0.251 0.008 - - 0.169 HCM Control Delay(s) 20.5 9.9 20.4 HCM Lane LOS C A C HCM 95th%tile 02(veh) 1 0 0.6 Existing PM Peak Hour Synchro 10 Report Page 2 HCM 6th TWSC 3: WB Old West Hwy & Royal Palm Road 03/06/2021 Int Delay,s/veh 6.6 F T r 3f33F r { {tf•}{;It. 1 rs,€... .,.{fJ {If .r\C lF r ,.51"Ft. f f;>i't" �t2S� ..fir S,"'.'t 4tl}S #s f l,f tTk }fk }fk }fk }fk }fk }fk }k, l.{4F!J f i',. �}?1rF t t51t�FS1{t„r,�S fiik�„z {�{s cirt tiff t r,tii sfJrtis ; �F.- r.r,3,r s„1 � ,Ettf;krl!s' �£>3,,r# {fcs,�)Yftt,f3Yftt,f3Yftt,f3Yftt,f3Yftt,f3Yft,,IJY,t,f;kr.�.,r r���if M1� ,� ��.Zid d�f�rfGrr£{ f�, ,Y��(„ r#�„K��s tr{S� .�ttJ> ,�S, �,,�. ,-ltzc ,{{t�1t, t:in�r ,`�1,t z• ,Jra}, �S�#1 r� �tf.•�Iz� �f.•�lz?t�,�t.��z4y.� uh{r�Ir}dare Lane Configurations t'' Traffic Vol veh/h 0 0 0 12 352 1 44 16 0 0; 31 71 Future Vol,veh/h 0 0 0 12 352 1 44 156 0 0 31 71 Conflicting Peds,#lhr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None None Storage Length - - 150 - - - - - - - - Veh in Median Storage,# - 2 - 0 0 0 Grade,% - 0 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 13 391 1 49 173 0 0 34 79 Sir ifi i`•~,rti tii 7��� �7fiitiifl�� ((tf fr r 5..S�(iitt{{tl�� �`:;�}GsirY!!`,t(( ((tttt t£t tt(f( t t£t#(((� �t�t tttt f(((�ttt tat#((( tn'rs� t ttf(tt urrJ rr Conflicting Flow All 0 0 0 239 418 - - 418 196 Stage 1 0 0 418 Stage 2 239 418 0 Critical Hdwy 4.14 - 7.54 6.54 - 6.54 6.94 Critical Hdwy Stg 1 5.54 Critical Hdwy Stg 2 - - 6.54 5.54 Follow-up Hdwy 2.22 - - 3.52 4.02 - 4.02 3.32 Pot Cap-1 Maneuver - - 695 524 0 0 524 812 Stage 1 0 0 589 Stage 2 - 743 589 0 0 Platoon blocked, Mov Cap-I Maneuver - 596 524 -; 524 812 Mov Cap-2 Maneuver 596 524 524 Stage 1 - - 589 Stage 2 632 589 - ,,r. a..£ c ass-r-'£s r.T...ttr( ,-tt - .4..... t...�. r,.i „} ,J t.....t ..r r •c, ,,,,r ti rts,...r s, _.r..,— r. �� ..£ t... £.£..,,}.S S c it t vT S C srs T t t5 Z r 1 3 , J 1 � 1 . ) YJ it�'t G4E t.rr}}�Itt}} ,�, r t,}{ir S,,,{`tls#t� {,{ f�c,� trt rkz lir is'r� f{ ���YtrL �t F4t t�3 2 , .iatrrlfTrs,� Ixb S�y F{{rf �7 rTf „{�fr�kTT,t•l t(� rrt nrr,�5 � t�#rt{,,i„c,i ��t,�: t,�t ',� �;4�if�rr�,iS�arS�T.PN ,i t�(t�i`•`�H�(���ISI��i�St'�1iS�r3}�i'y�ti„��tY�i���t, f�fII �����i`r�`ttti �s���r�(�r r{: ��r���,1{;�ttlif�(���}ic`r�t� 154� ,Z.�j ���TSr i�rf �ii�t�itSt.3rt,�Itrf Slt�.ar�Sf4tIO If�tsr,rr,�fiit,r��fl� �tr`��tt ��c� HCM Control Delay,s 16.3 11.2 HCM LOS, C B Yea vi> rr, :S td FT §SE kz s}3 } S,S � { t „ }{{,4f.rr Slro.,' K..t7 N.t. ./ ,}>'{rl S, F.Tt {ttSN 4,.•P„ f, r't rr S r F5r1 r.r c r f 7 ., rl,if F isrr �fd£r .,. r {[� r f43 rs�3 t if t 4 zF, lsrs tr n7 t tF hi„SS 7.str r, r{i S\i41tt{t;, to•4 t itt3'#}i,s {SS'T}) }f }5 ,n,tfJl s r cir �'I l a t J E ;rst Capacity(veh/h) 538 696 HCM Lane V/C Ratio 0.413 - - 0.163 HCM Control Delay(s) 16.3 - 11.2 HCM Lane LOS C B HCM 95th%tile Q(veh) 2 U Existing PM Peak Hour Synchro 10 Report Page 3 HCM 6th TWSC 4: Royal Palm Road & Broadway Avenue 03/06/2021 itZrrrr t�rrrrr�rrrrr��rrrrr�rrrrr��rrrrr�rrrrr�rrrrr��rrrrr�rrrrr��rrrrr�rrrrr�rrrrr��rrrrr�rrrrr��rrrrr Int Delay,s/veh 1.4 f t t #{z€{??t?t�ass =' r s) €s,a �z t 3•tS,nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,z 1r€zr,r Lane Configurations Y Traffic Vol veh/h 6 13 89 6 17 140 Future Vol,veh/h 6 13 89 6 17 140 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - - - 0 Veh in Median Storage,# 0 0 16974 Grade,% 0 0 p Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 7 14 99 7 19 156 Conflicting Flow All 205 7 0 0 Stage 1 205 - Stage 2 0 Critical Hdwy 6.52 6.22 4.12 Critical Hdwy Stg 1 5.52 Critical Hdwy Stg Follow-up Hdwy 4.018 3.318 2.218 Pot Cap-1':Maneuver 691 1075 Stage 1 732 Stage 2 - Platoon blocked,% - Mov Cap-I Maneuver 0 1075 Mov Cap-2 Maneuver 0 Stage 1 0 Stage 2 0 €!€i }, �l ��, t I #z' ?„t}c{ } ,t ,{R„ �! F}:t� �, .i{t I i c�rt}r IS ntitf!(l,s �rz r ?�? �,�5 t�F} �#}•{ T r ft !'� R.iYr 4 �, Ti�Z 4 rf ,x##t£4�Yy�t{.,t.��{S,z n3tt t: �,:22}<�#;� fzt.r s <Ff<{z�t�i,.z,�t,�I t�t�l#P.a,( <! lr t,y �rt s•$,� (` !t is�>S}t,t �tF`}t} �,�1 F��}# t tFU z�{z7r #t�,�n�tt r�rl 5 >>rn �{ „S�b S��,�rt����I �€7Sztr� tstt���25t R�t�rl�t#iS' .•a5?I}€��„'i.��r�F�#1� ��s t{�Q�}1:'��zrr€�4�fkt3z�l�te�i�SY�t�r��tS,�� „r){n���i�I� �„ fin t�{�,2{{� }�t�}��I ��#�F��n�s`°`, t��� t'�rt#��I III�St�,�t�}��l�Ut(I€��'f#,tz,{,it�"1�(£srr��t�� HCM Control Delay,s 84 HCM LOS A z `••- t t tr Z t Zz t Y t J t r n { Z t�� iS r ti}r Y1• #}r Y1• #}r Y1• #}r Y1• #}r Y1• #}r Y1• #}r Y1• #}r Y1• t t a 3 € {), , ! ,<y r t t 9 i• , � tz � �t?r t s€€ t i� t} €nt£� t} €nt£� t} €nt£� t} €nt£� t} €nt£� t} €nt£� t} €nt£� t} f fi at # (!�# }, r � ! _:}, ! t!� 1 tt z{tt"i��5 its.� s#�,t£!!II#(��{ ,�.�rri �<�Z,f��}ik5�•j�l�S f�1i{5�•j�l�S f�1i{5�•j�l�S f�1i{5�•j�l�S f�1i{5�•j�l�S f�1i{5�•j�,l�ns T{.}i}#z,a��#{xti,.��_`}€ Cir'itl����(��,,�{'� �����Z�t���,�,i r�!!) Capacity(veh/h) 107 HCM Lane V/C Ratio 0.02 HCM Control Delay(s) 8.4 - HCM Lane LOS A - HCM 95th;%tile Q(veh) 01 Existing PM Peak Hour Synchro 10 Report Page 4 HCM 6th AWSC 7: Tomahawk Road & Broadway Avenue 03/06/2021 Intersection Delay,s/veh 9.6 Intersection LOS s�stiiii Situ=;nr,t((( t( t}z t .7 ,((t#yrrr r tr try trrrr jr tfy}rr rrf fr rf { f {ff tt tf�f Lane Configurations Traffic Vol veh/h 31 94 8 11 64 5 4 102 15 14 101 22 Future Vol,veh/h 31 94 8 11 64 5 4 102 15 14 101 22 Peak Hour Factor U0 U0 0.90 U0 0,90 0.90 0.90 0.90 0.90 0.90 0.90 0.90' Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mumt Flow 34 14 9 12 71 6 4 113 17 16 112 24 Number of Lanes 0 1 0 0 1 1 1 1 0 1 1 1 a y *'r trs# ,r ••rr=" 'rrr ztntiztz f z r rS i #€T, 7 t t �z,zr' '� fr n irr Y1•, ,�2 t,Sti tfJrr#rJ}i{t,so:��� i ,{� 3„y,fr(���� j (I�}{i ttiz3kF3>.,' tS€Sty,��' , ff4f7r}zr>{ ,ti� ssifs#(iI( (li,#. tt,Iill( (((II,;'�3 nS n2r5r,i3 i},ttf, irtt#i(Il�,ki {S ft ',f:fi;r'�`•••15S i �fzs; 1 Opposing Approach WB EB SB NB Opposing Lanes 2 1 3 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 3 2 1 2 Conflicting Approach Right NB SB WB EB Conflicting;Lanes Right 2 3 2 1 HCM Control Delay 101 9.3 9.7 9.2 HCM LOS B A A A `i5f �i5f f}isi7=iffiiif� �`"r:'" 11(it,}, ,#S!1 1,iii111 11, ,i ill i it1111111t�,. tip 11,iiii i4 'iy iii ( 1111t!t. ';i iii.il) Ili, �l. I;ils"317r�..,i `t ``i (ttrrr rrrrt t trf(f� (ft,`c�s?o7Qi(t(t� (t`e7��nr4ft�?7 Vol Left,% 100% 0% 23% 15% 0% 100% 0% 0% Vol Thru,% 0% 87% 1% 85% 0% 0°I© 100% 00/0 Vol Right, % 0% 13% 6% 0% 100% 0% 0% 100% Sign Control Step Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 4 117 133 75 5 14 101 22 LT Vol 4 0 31 11 0 14 0 0 Through Vol 0 102 94 64 0 0 101 0 RT Vol 0 15 8 0 5 0 0 22 Lane Flow Rate 4 130 148 83 6 16 112 24 Geometry Grp 8 8 8 8 8 8 8 8 Degree of Util(X) 0.008 0.199 0.231 0.133 0.008 0.026 0.173 0.033 Departure Headway(Hd) 6.099 5.504 5.617 5.751 4.975 6.062 5.558 4.853 Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 582 646 634 618 711 586 640 730 Service Time 3.881 3.286 3.397 3.54 2.763 3.843 3.339 2.633 HCM Lane V/C Ratio 0.007 0.201 0.233 0134 U08 0.027 0.175 0.033' HCM Control Delay 8.9 9.7 10.1 9.4 7.8 9 9.5 7.8 HCM Lane LOS A A B A A A A A HCM 95th-tile Q 0 0.7 0.9 0.5 0 0.1 0.6 0.1 Existing PM Peak Hour Synchro 10 Report Page 5 HCM 6th Signalized Intersection Summary 1: Tomahawk Road & Old West Hwy 03/06/2021 r� iS YrtirfYrrtirfYrr{irfYrrtirfYrrtirfYrr{irfYrrti�fY:`, t irfYrrtlr ,t,�t art.i { , t,,„s ,,,,f.,t r., r..� t , {{s#fitt ,tt tr{,.�, rsi�fYrr{i r 4� tcf, t�lzf-t J a+}J st',ftJx'<Jtzrx;,J Jx'<J r�{i�s{�s• i u-fcc ttzits����1.;. {;tzf s}�f7�1, �i�����5, {y � f.:rz�fr,�f��� S 3,tt{zap fizi,x{{�{i. �t {,,�` ,xn`}1 j? S i� •� f F;trrr�F�fV���fr�(ji��tf{t{��t�ir�}fir �Sttri{t��`�{ „- S��jAuSt�i��) .•,t�3t,�< ��',r `(}��;�s' r{}r}�st}rl��`.� })}t�`s��f�`,t, , �{lo��{'f�' r�,�S�{z.�fl N..,;+s����fti ..' F,'i{�sr J{�3�C,,-';i�1 lii, „'���{�{{{j��fjr`. Lane Configurations +1 Traffic Volume(veh/h) 7 163 78 10 213 9 85 47 14 19 64 8' Future Volume(veh/h) 7 183 78 10 213 9 85 47 14 19 64 8 Initial Q((fib),veh 0 0 0 0 0 0 0 0 0 0: 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1,00 1.00 100 1.00 1.00 1.00 1.00 I.00 1,00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870' 1870 1870 Adj Flow Rate,veh/h 8 203 87 11 237 10 94 52 16 21 71 9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0,90 0,90 0,90 0.90 0.90' Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 129 849 379 129 849 379 445 468 396 426' 447 379' Arrive On Green 0.07 0.24 0.24 0.07 0.24 0.24 0.25 0.25 0.25 0.24 0.24 0.24 Sat Flow,veh/h 1781 3554 1585 1781 3554 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v),veh/h 8 203 87 11 237 10 94 52 16 21 71 9 Grp Sat Flow(s),veh/h/In 1781 1777 1585 1781 1777 1585 1781 1870 1585 1781 1870 1585' Q Serve(g_s),s 0.4 4.2 4.0 0.5 4.9 0.4 3.8 1.9 0.7 0.8 2.7 0.4 Cycle Q Clear(g_c),s 0A 4.2 4.0 0.5 4.9 OA 18 1.9 0.7 0.8 2.7 0.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp ap(c),veh/h 129 849 379 129 849 379 445 468 396 426' 447 379' V/C Ratio(X) 0.06 0.24 0.23 0.09 0.28 0.03 0.21 0.11 0.04 0.05 0.16 0.02 Avail Cap(c a),veh/h 129 849 379 129 849 379 445 468 396 426 447 379' HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(i) 1,00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00' Uniform Delay(d),s/veh 38.9 27.6 27.6 39.0 27.9 26.2 26.7 26.0 25.6 26.4 27.1 26.2 Iner Delay(Q),s/veh 0.9 0.7 1.4 1.3 0.8 0.1 11 0.5 0.2 0,2 0.8 01 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °bile BackOfQ(5011/o),veh/In 0.2 1.7 1.6 0.3 2,1 0.2 1,7 0.9 0.3 0.4' 1.3 01 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 39.8 28.3 29.0 40.3 28,7 26.4 27.8 26.5 25.8 26,6 27.9 26 3' LnGrp LOS D C C D C C C C C C C C Approach Vol,vehlh 298 258 162 101 Approach Delay,s/veh 28.8 29.1 27.2 27.5 Approach LOS C C C }} s fa! 3 a�l 't � ,$ , 1 t tJ t,4 {},}, i { ,zzrft , , � I \t x,1 3rS4 7Fa ts�,.r3 ll lz•}} { Jr+rr" • ,t r ,I�i,�sztss�r �i��i7 z.�fi �s�t�tit{ s�,�{,f is��7�F ��(t�rr n�t�� ti:�f �,j zzsz��l 3�.7� �s��it is{t z r �r� �� ��s{�i�, ��tt`�4� ,f�ttl{s,2�t����,sls,{s fi,z,,,,�t,�} nzt,{syr n�,ks t��,# ,t,t�< F�tY�} t �{ ' t�stt�,# II�,s���k' h�t;�•"�rii����t n}rf't;r�Frt�t,� �#t,�{�Jt�t��i �f +�t�,aSt��t�t,�i I�t?@�� ��3}r.,(if,it�t111�i,F� i ii,F�,, .t�t�,;���'�t��,#3����J����s��it��rsttttF�+�{tt{i �sxlt,�t���F�tsf�fE Phs Duration(G+ +Rc),s 27.0 11.0 26.0 26.0 11.0 26.0 Change Period(Y+Rc),s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting''(Gmax) s 22.5 &5 21.5 21.5 6.5 21.5 Max Q Clear Time(g_c+l l) s 5.8 2.5 6.2 4.7 2.4 6.9 Green Ext''Time(p-.c),s 0.5 0.0 1.2 0.3 0.0 1.1 S.r � :+ {,}{ I trt{ to z� z S r # r• 1 t,z, i t i;r ��t i, ���t rl�if�,� f{r,, t�, J+r? l.t#tt Y��s}rr�,s�ft�r , �raY,�.. r�t�,;,.11tIf<S# t, ,i�S '�s,r,�}, s ``� ,�� s,t.} f {,•eY�t��,t,t �i��i t{,r r��.z`11+ III 7?� HCM 6th Ctrl Delay 28A HCM 6th LOS C 2022 Without Project AM Peak Hour Synchro 10 Report Page 1 HCM 6th TWSC 2: Royal Palm Road & EB Old West Hwy 03/06/2021 Int Delay,s/veh 2.7 Lane Configurations + + Traffic Vol,veh/h 51 243 28 0 0 0 0 51 7 2 33 0 Future Vol,veh/h 51 243 28 0 0 0 0 51 7 2 33 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length 50 150 - - - 150 - - Veh in Median Storage,# - 0 - - 16979 0 0 Grade,%. 0 _- 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mumt Flow 57 270 31` 0 0 0 0 57 8 2 37 0 ,"t tt?t t Jr t<t t€t€(� (�ftt�r rt�rtttrrrrt trr �f�t"°'�frf(tf rt Ktt"Y`;r'<`}' �}5�}=..iJ{fj11,�,=..,_..,_.��,,.,..n.7 ��}st},reti#� (�i{it,,,irt() t€"`s}4�'�tf✓ttf{tfSStit��rff ��f<.. Conflicting Flow All 0 0 0 - 384 135 278 415 - Stage 1 - 384 0 0 - Stage 2 0 278 415 Critical Hdwy 4,14 - 6.54 6.94 7.54 6.54 Critical Hdwy Stg 1 - 5.54 Critical Hdwy Stg 2 - - 6.54 5.54 Follow-up Hdwy 2.22 4.02 3.32 3.52 4.02 Pot Cap-1 Maneuver 0 548 889 652 527 0 Stage 1 - 0 610 - -_ 0 Stage 2 - 0 - 705 591 0 Platoon blocked,% _ Mov Cap-1 Maneuver - 548 889 595 527 Mov Cap-2 Maneuver - 548 595 527 Stage 1 - 610 Stage 2 634 591 t f r� hf l { t £{ 1 r }, +•�. {_£,t f f }n,J }Yt} t t�r.f{ � ts,t#3 '••,',}�'} 'sls+{ �}1 S}i ttt �,In{} tlt j�i,2. F �,�Si�i E#� T$ �ts t.�s}„� /f, ttjf i(1�44,,,ii tt tj��}Y��.f%��J tnt #EE}f � ��}J>�� {ft }fit�€2�3s„£�,Sr,..= n t� �1 e��i�a„t{�,�t}4�„�#���},t���S��i i�t t+}( tr��t32t� ,�}f rJ•t,��,,, ,t rtt�71 ((i� #z#,t ,z(t�`�,�2, �y�t�ir�,t�i }€=tip,�><r�}{t t�{a•� i�t !r�>�72,�i�1. {t�� }�=����t�{}�r��sD =.,.Jy�t �if�i(�����t{�?�rE�tr�tt2}��,5�, i�is�t�•��1,���72tt� {sit t ��t,� `�,��4• {��r�r }{r�,tt�1t�� ��47�i Ii,h,,i�a€ttl�ii�� ���,2t,1��}f�s�'.L� yt�c, 4�lliu�s���a=}�ttiji,�tr�Jt{tijS{4i��t�i�Ii,f�Ett�'1}�: HCM Control Delay,s 11.9 12,3 HCM LOS, B B Capacity(veh/h) 548 889 - 530 HCM Lane V/C Ratio 0.103 0.009 - - 0.073 HCM Control Delay(s) 12. 9.1 - 12.3 HCM Lane LOS _ B A B HCM 9 th%tile Q(veh) 0.3 0 - 01 2022 Without Project AM Peak Hour Synchro 10 Report Page 2 HCM 6th TWSC 3: WB Old West Hwy & Royal Palm Road 03/06/2021 ,ttrrrr t�rrrrr�rrrrrr�rrrrr�rrrrr��rrrrr�rrrrr�rrrrrr�rrrrr�rrrrr��rrrrr�rrrrr�rrrrrr�rrrrr�rrrrr��rrrrr Int Delay,s/veh 4.5 �rv,{Jt rr<r zT+`a7jzT}}i} r,`. rSatit�ti, Yi#{#s� ttftr ifirftt rs�s�y „£14�1�f iti,. #Saifii f } tifii , t��trt. �ii f i?tl �f itss,,. 2fii ii ii ii ii ii ii ii ii ii ii ii ii ii f itslrc�trY{,�;sY}, Lane Configurations Traffic Vol veh/h 0 0 0 8 304 0 37 65 0 0 27 71 Future Vol,veh/h 0 0 0 8 304 0 37 65 0 0 27 71 Conflicting Peds,#lhr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - - None Storage Length - - 150 - - - - - - - Veh in Median Storage,# - 0 - 0 0 Grade,% _0 0 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 9 338 0 41 72 0 0 30 79 �tjt}tit t tt tt�i iiit itrn�� �#r'�t7# hi}s117t4 � {:7'z+tt((( s tti(tilt �ittt"r{F�t{(f(t rrrt({(ftrytrrt(( f(trr„rt{rr�r Conflicting Flow All 0 0 0 202 356 - - 356 169 Stage 1 0 0 _; 356 - Stage 2 202 356 0 Critical Hdwy 4.14 - T54 6.54 - 6.54 6.94 Critical Hdwy Stg 1 - 5.54 _ Critical Hdwy Stg 2 - - U4 5.54 - Follow-up Hdwy 2.22 - 3.52 4.02 4.02 3.32 Pot Cap-1 Maneuver - - 738 568 0 0 568 845 Stage 1 _0 0 628_. Stage 2 - 781 628 0 0' - Platoon blocked, Mov Cap-I Maneuver - 642 568 568 ` 845 Mov Cap-2 Maneuver - - - 642 568 - - 568 - tae 1 - - - 628 Stage 2 674 628 HCM Control Delay,s 12— 10.7 HCM LOS, B B Y 43 vi> tfi :S td S §CF ?t s}3 } ,4 S Is3/l tt 2!f tffl .,i 1}f3?i £✓i it SS E"t <£t£tc icktt}N t, P„ }3�' };� }z.P. d<=1{c{t{f t 2 t t"�S°,r.Capacity(veh/h) 593 745 HCM Lane V/C Ratio 0.191 - - 0.146 HCM Control Delay(s) 12.5 - 10.7 HCM Lane LOS B B HCM 95th%tile Q(veh) 0.7 0.5 2022 Without Project AM Peak Hour Synchro 10 Report Page 3 HCM 6th TWSC 4: Royal Palm Road & Broadway Avenue 03/06/2021 Int Delay,s/veh 0.8 r$4t r fz r 3 { 11 ( .# l ttt tuts}sts}stt tuts}sts}stt tuts}sts}stt tuts}sts}stt tuts}sts}stt t}sts}sts}stt t}sts}ststt #} ,< € 3 f r t S 7 Lane Configurations Y Traffic Vol veh/h 3 7 91 2 1 64 Future Vol,veh/h 3 7 91 2 1 64 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - Done Storage Length - - - 0 Veh in Median Storage,# 0 0 16974 Grade,% 0 0 0 Peak Hour Factor 90 90 90 90 , 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 3 8 101 2 1 71 Conflicting Flow All 204 2 0 0 Stage 1 204 = - - Stage 2 0 - Critical Hdwy 6. 2 6,22 4.12' Critical Hdwy Stg 1 5.52 Critical Hdwy Stg 2 Follow-up Hdwy 4.018 3.318 2.218 Pot Cap-1 Maneuver 692 1082 Stage 1 733 - - tae 2 Platoon blocked, Mov Cap-1 Maneuver 0 1082 - Mov Cap-2 Maneuver 0 Stage 1 0 Stage 2 0 HCM Control Delay,s 84 HCM LOS A Capacity(veh/h) 1082 HCM Lane V/C Ratio 0.01 - HCM Control Delay(s) 8. - HCM Lane LOS A - HCM 95th;%tile Q(veh) 0 2022 Without Project AM Peak Hour Synchro 10 Report Page 4 HCM 6th AWSC 7: Tomahawk Road & Broadway Avenue 03/06/2021 .�C����t,�� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� t��r3;� �fs`•` Intersection Delay,s/veh 8.4 Intersection LOS Lane Configurations Traffic Vol veh/h 14 40 5 12 70 5 5 38 5 4 72 13 Future Vol,veh/h 14 40 5 12 70 5 5 38 5 4 72 13 Peak Hour Factor U0 0.90 0 90 U.90 U0 0.90 0.90 0.90 0.90 0.90'; U0 0.90 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mumt Flow 16 44 6 13 78 6 6 42 6 4 80 14' Number of Lanes 0 1 0 0 1 1 1 1 0 1 1 1 .{ L7x»=�., , c {3 t E,c'.tit (t } rP i Si (t c ftSt t , „�cS 12}i i} } }S lr( 1.✓>.t� �f ,#1#Y ( t , i4 tt�' = i.c tt,i ., tz; �v,r� 5�t tilt,f � (,{#1 1,� } �(,.ti,f (�,t,S r7 �, Err•„r,..,t,=s �, ,41 x1�i 7t trti z l=.S,t �r sr rft f( �,tt�,�rt 1 (itt� ( �,r� 4t} „'�( it tt Opposing Approach WB EB SB NB Opposing Lanes 2 1 3 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 3 2 1 2 Conflicting Approach Right NB SB WB EB Conflicting;Lanes Right 2 3 2 1 HCM Control Delay 8.5 8.6 8.2 8.3 HCM LOS A A A A' ',.ill 1 �• Vol Left,% 100% 0% 24% 15% 0% 100% 0% 0% Vol Thru,% 0% 88% 68% 85% 0% 0°I© 100% 00/6 Vol Right, % 0% 12% 8% 0% 100% 0% 0% 100% Sign Control Step Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 5 43 59 82 5 4 72 13 LT Vol 5 0 14 12 0 4 0 0 Through Vol 0 38 40 70 0 0 72 0 RT Vol 0 5 5 0 5 0 0 13 Lane Flow Rate 6 48 66 91 6 4 80 14 Geometry Grp 8 8 8 8 8 8 8 8 Degree of Util(X) 0.009 0.068 0.095 0.131 0.007 0.007 0.114 0.018 Departure Headway(Hd) 5.717 5.132 5.212 5A63 4.389 5.622 5.12 4.417 Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 626 698 688 695 815 637 701 810 Service Time 3.447 2.862 2.941 2.889 2.115 3.349 2.847 2.144 HCM Lane V/C Ratio U1 0.069 0.096 0.131 0.007 0.006 0.114 0,017 HCM Control Delay 8.5 8.2 8.5 8.7 7.1 8.4 8.5 7.2 HCM Lane LOS A A A A A A A A HCM 95th-tile Q 0 0.2 0.3 0.4 0 0 0.4 0.1 2022 Without Project AM Peak Hour Synchro 10 Report Page 5 HCM 6th Signalized Intersection Summary 1: Tomahawk Road & Old West Hwy 03/06/2021 r~a iS Yr{irfYrt{irfYrt{irfYrt{irfYrt{irfYrt{irfYrt{i~afY£ix t irfYrt{lr ,Y,�t att.# { , t,,„s ,4x,f.4t x.x f x.� t , {tstfi$S ,tt tr{,.�, rsi~afYrt{i r sn tcf, J�lr}t r a+�r:F',ft£x'<r{t,x;,r£x'<r�i�tF�F• i u cc {t{it����1.; {t{f#s}�t}7�14 �i����5, {y � x.:rz�sr,�f� S 3„{tzar first{{�{i. � {,,�`t ,n}1 j S �� •, { r#tn�£�YV�{��fr�(j��{f{t��t�{r�}fir �S{tti{t �`�{ „- S§��jA��t�i��) .•,F�31,�< n�',! fnl�'?s' r`rrt} ��� })}t����f#`,t, , �{lo�!{tU'. r�,�S�{r.��flN..,;rs���r'sri ..' t,'��stJ{�3�}?t,,-�;i�7 ll�t• „'���{�t{jj���j4`� Lane Configurations + Traffic Volume(veh/h) 10 34 160 14 25 31 119 115 10 16 84 10' Future Volume(veh/h) 10 324 160 14 225 31 119 115 10 16 84 10 Initial Q((fib),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj !, 1,00 1.00 1♦00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1,00 1.00' Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870' Adj Flow Rate,veh/h 11 360 178 16 250 34 132 128 11 18 93 11 Peak Hour Factor 0.90 0.90 090 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90' Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 168 928 414 109 809 361 445 468 396 406 426 361' Arrive On Green 0.09 0.26 0.26 0.06 0.23 0.23 0.25 0.25 0.25 0.23 0.23 0.23 Sat Flow,veh/h 1781 3554 1585 1781 3554 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v),veh/h 11 360 178 16 250 34 132 128 11 18 93 11 Grp Sat Flow(s),veh/h/ln 1781 1777 185 1781 1777 1585 1781 1870 1585 1781 1870 1585' Q Serve(g_s),s 0.5 7.5 8.4 0.8 5.3 1.5 5.4 5.0 0.5 0.7 3.6 0.5 Cycle Q Clear(g_,c),s 0,5 7,5 8.4 0.8 5.3 1,5 5.4 5.0 0.5 0.7 3.6 0.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 168 928 414 109 809 361 445 468 396 406 426 361 V/C Ratio(X) 0.07 0.39 0.43 0.15 0.31 0.09 0.30 0.27 0.03 0.04 0.22 0.03 Avail Cap(c a),veh/h 168 928 414 109 809 361 445 468 396' 406' 426 361 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(]) 1.00 1.00 100 1.00 1.00 1.00 1,00 ` 1.00 1.00 1.00' 1.00 1.00 Uniform Delay(d),s/veh 37.1 27.3 27.7 40.0 28.9 27.4 27.3 27.2 25.5 27.1 28.2 27.0 Incr Delay(d2),s/veh 0.7 1,.2 3.2 2.8 1.0 0.5 1.7 1.4 0.1 0.2 1,2 02 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °bile BackOfQ(50%,),veh/ln 0.2 3.1 3A 0A 2.2 0.6 2.4 2.3 0.2 0.3 1.7 0.2 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 37.9 28.6 30.9 42.9 29.9 27.9 29.0 28.6 25.6 27.3' 29.4 272 LnGrp LOS D C C D C C C C _ C C C C Approach Vol,veh/h 549 300 271 122 Approach Delay,s/veh 29.5 30.3 28.7 28.9 Approach LOS C C C C ''ii "}'4 } "arc+YF ( i £} ,{r5 \i +,1 ;££+ r z3 {( Y �!t # t £ { 4 # (fi$ j (f( in{ t�tt ., i, �,�f, ,�znt�1 #{ F 7f s 114E i ,� C � � !)4�4 },# t, i ��} il. �• x i t3 ,� �s � it t € { .. 1 +�Ft,t j � t4t�£{t >�.�t# 4 #t{st.� : t 4ri nt,��},i{#,}n�a� } I� ��,3.�t#l� �1 �� I4t ,�iI� �n o r I��3 ,ft{t 7 ��#� �}Y I��ft� , ,I4 4� 33,.{n. r�,t t lit#{i( �t!�££�• !, fs`•t#t}t t3„ �i.i ht } . ..F'',;:� s��i4$.}?th#1{��t{,�4�sJ Phs Duration(G+Y+Rc),s 27.0 10.0 28.0 25.0 13.0 25.0 Change Period(Y+Rc),s 4.5 4.5 4.5 4.5 4.5 4.5 .. Max Green Setting'(Gmax)a s 22.5 5,5 23.5 20.5 8.5 20,5 Max Q Clear Time(g_c+ll) s 7.4 2.8 10.4 5.6 2.5 7.3 Green Ext'Time(p-c),s 0.9 0.0 2.2 0A 0.0 1.2 Izt R' '>f"it Y t""" .,«trt ., t", "f"i r«nt, F""tt".U... {.. +£>.Y ..t ..II.f.4F ..6r t ,z}.r..• 4 L.. .t'stxtt"'t cr 7 „1 1z, SY Yt {. t1 11 !s Fr, t � { r 4 4 tr ,4 J c •t ( t r{ ,7 , ni lS s t# 31ii E rr t 1 iS ,r £} ,{{1��9 � t ii 1D r $ tY S}t t5� �t„f's? III�t�ts££ t�rr� Y}#f•}iF, �c,�,tt,zrnt,t{j t{ r,t�F> ) ;„z{32 zttif{,3.t t ,.�{# {Z zY�t z > 7 rF'tY>f }tt�� {S¢�< £• S'tS�J}Jn.}rr4� i Ii, ?,. 1t42�3t£$, crt}��41�it1s,��rr� r\i4��},,.,1tIF�1}l�= { k#rt1����1£��(� l?���. }tk�4{{i4 ? }r}€ sntt4,?�{?; ,t{lrrxr}�t�r�3t}�f�IrYt#+tSti�4s} tt �• r',,F, P." i t�z�?iSr}s tt~rr���t��I ��r{� f�,{��rr���'�������{��{����� ��it{� t}rF��,r,��iZt��thr��,�f„��i�rr 1c���F ��II �II,{�tTs����i� �}2if?����� ���t��£Y�i�,�#�in�tt�s�r,lttt���r���Ju��he,r�i��„��>� HCM 6th Ctrl Delay 29.5 HCM 6th LOS C 2022 Without Project PM Peak Hour Synchro 10 Report Page 1 HCM 6th TWSC 2: Royal Palm Road & EB Old West Hwy 03/06/2021 r tZJJJJ t?'JJJJJZ".JJJJJZ".'ZJJJJJ'.'Z"JJJJJZ".'ZJJJJJ'.'Z'JJJJJ'Z".JJJJJZ".'ZJJJJJ'.'Z"JJJJJZ".'ZJJJJJ'.'Z'JJJJJ'Z".JJJJJZ".'ZJJJJJ'.'Z"JJJJJZ".'ZJJJJJ'.'Z":r Int Delay,s/veh 3 Lane Configurations + + Traffic Vol veh/h 10 485 71 0 0 0 0 70 5 4 39 0 Future Vol,veh/h 130 485 71 0 0 0 0 70 5 4 39 0 Conflicting Peds,#!hr 0 0 0 0 0 0 0 0 8 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channlized None - done - None - None Storage Length 50 - 150 - - - - 150 - - Veh in Median Storage,# - 0 - 16979 0 0 Grade,%., 0 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 ! 90 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 144 539 79 0 0 0 0 78 6 4 43 0 `4�jtt xiji tt.J7,1 ij i jl�� ��}I#'s l2 i{tj ij jx}li}'ftjl�� tit�rrtt( �,+ rt(t t rrrrtt�f �rz r fi tti t{zrrrtt� ��7°' t17i 41 li�i {f( 7z'.. Conflicting Flow All 0 0 0 - 827 270 597 906 - Stage 1 - 827 0` 0 Stage 2 0 597 906 Critical Hdwy 414 - 6.54 6.94 T54 6.54 Critical Hdwy Stg 1 - - - - 5.54 - - - - Critical Hdwy Stg 2 - 6,54 5.54 - Follow-up Hdwy 2.22 - 4.02 3.32 3.52 4.02 Pot Cap-1 Maneuver 0 305 728 387 275 0 Stage 1 _ 0 384 -_ 0 Stage 2 - " 0 - 456 353 0 Platoon blocked,% -' Mov Cap-I Maneuver - 305 728 308' 275 Mov Cap-2 Maneuver - - - 305 - 308 275 - Stage 1 - 384 - - Stage 2 - - - - 361 353 i � r € P t � ,r ,t •� r i € , {. r .. 1 t € , I S:` 4 r1> F �€s tfrf€ 1 � t,t Y„}3 �txt� c�,] r f5 rrrf,�s }tor}€t. tr,s { x.tr3 ?r rl t s r tt, € r S,t ,tPt HCM Control Delay,s 20.1 K6. HCM LOS C C Zzr rrt€'tff�to�> , F sI >r�4€2r� })j�315�t. }�Ft, , ,t,�1I�}S�stitt4t{z}rsz�4r,r���tt32�tt1f44� �(:St�trl�t{S�t„���.�nsls�,�2:ts,t,t€1����t,ij,z€,ty�5�ir2,'{}7ti r;t,�4}}€4l,�tt.��ra Capacity(veh/h) 305 728 - 278 HCM Lane V/C Ratio 0.255 0.008 - - 0.172 HCM Control Delay(s) 2U 10 - 20,6 HCM Lane LOS C B - - - C HCM 95th%tile Q(ueh) 1 0 0.6 2022 Without Project PM Peak Hour Synchro 10 Report Page 2 HCM 6th TWSC 3: WB Old West Hwy & Royal Palm Road 03/06/2021 . C�����,�� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� t��f3;� �fs`•` Int Delay,s/veh 6.6 ,( ��.Z%? sr�f�rf�f}£? fr✓, ,n��(„ :#S„KS}�s s,{S,}t .�txr> ,iS> �,,�. „{f rc ,{{t�1t, z:£n�r }�1,z z• „Jrxt, r;S�#1 t� �t£.,�Iz� �£.,�lz?t�,�t.��r4y.� nl}{r�lr}na<< Lane Configurations t'' Traffic Vol veh/h 0 0 0 12 359 1 44 16 0 0; 31 71 Future Vol,veh/h 0 0 0 12 359 1 44 156 0 0 31 71 Conflicting Peds,#lhr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None None Storage Length 150 - - Veh in Median Storage,# - - 0 0 0 Grade,% - 0 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 13 399 1 49 173 0 0 34 79 Conflicting Flow All 0 0 0 243 426 426 200 Stage 1 0 0 426 Stage 2 243 426 0 Critical Hdwy 4.14 - .54 6.54 - 6.54 &94 Critical Hdwy Stg 1 - - - - - 5.54 - Critical Hdwy Stg 2 - 6.54 &54 - Follow-up Hdwy 2.22 - - 3.52 4.02 4.02 3.32 Pot Cap-1 Maneuver - 691 519 0 0 519 808 Stage 1 0 0 584 Stage 2 - 739 584 0 0 Platoon blocked, Mov Cap-1 Maneuver - 52 519 519 808 Mov Cap-2 Maneuver 592 519 519 Stage 1 584 Stage 2 _ 628 584 HCM Control Delay,s 16.5 11.2 HCM LOS, C B . .4 £ft §S} kt st3 t t,a � 1lrf £s Sri 45„� <.Yr4tir ,i'{Y�cs , rtSs ,s},xz<,< gtZ- ,s;sx5 `itr5 {-; 1 bra zrar-{ tf zt rt C,4 J z�,�t F t� }I,if } itrs Ufa#z ,,. r' t[r z ,r nY,fr ztt£,',Lt r rrr! tJ lr i rf .,4Si,tifr },£ sSt rxss,.f ~rt{+£t[3s, st#f{iL StS L}SF r 1 f� u!zat rI ?I t }t4Strf )} £S� IfzStFrl t.,}t#;,7 tl S ,, i{£lr#rt {{fntf�t, ,: tT, S���ttt�,h3SSi7£S,£St{s�4xx} s ii}t ,t il�r},YS} Zlrt ti'fltrs£t,t4:?fr {�}, . r} {} ���re'zr: s�.yt q� .£tcs;,y ?4 ,�:. i ;{S ?t�1d�JrS'r.���(It�it Stf#r`7,15 S'1 IiS �)�}£{�sy#1���g�zs�}ti3��t)r�rt}#�ts,2t�t�>,r.s sy}��{t4sS��if#}Srt 4��t ss£i �}�,c�,��k ,m{f.,��}r�➢�. Capacity(veh/h) 533 - 691 HCM Lane V/C Ratio 0.417 - - 0.164 HCM Control Delay(s) 16.5 11.2 HCM Lane LOS C B HCM 95th%tile Q(veh) 2 U 2022 Without Project PM Peak Hour Synchro 10 Report Page 3 HCM 6th TWSC 4: Royal Palm Road & Broadway Avenue 03/06/2021 itZrrrr t�rrrrr�rrrrr��rrrrr�rrrrr��rrrrr�rrrrr�rrrrr��rrrrr�rrrrr��rrrrr�rrrrr�rrrrr��rrrrr�rrrrr��rrrrr Int Delay,s/veh 1.4 f t t #{z€{??t?t�ass =' r s) €s,a �z t 3•tS,nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,+nt,z 1r€zr,r Lane Configurations Y Traffic Vol veh/h 6 13 89 6 17 140 Future Vol,veh/h 6 13 89 6 17 140 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - - - 0 Veh in Median Storage,# 0 0 16974 Grade,% 0 0 p Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 7 14 99 7 19 156 Conflicting Flow All 205 7 0 0 Stage 1 205 - Stage 2 0 Critical Hdwy 6.52 6.22 4.12 Critical Hdwy Stg 1 5.52 Critical Hdwy Stg Follow-up Hdwy 4.018 3.318 2.218 Pot Cap-1':Maneuver 691 1075 Stage 1 732 Stage 2 - Platoon blocked,% - Mov Cap-I Maneuver 0 1075 Mov Cap-2 Maneuver 0 Stage 1 0 Stage 2 0 €!€i }, �l ��, t I #z' ?„t}c{ } ,t ,{R„ �! F}:t� �, .i{t I i c�rt}r IS ntitf!(l,s �rz r ?�? �,�5 t�F} �#}•{ T r ft !'� R.iYr 4 �, Ti�Z 4 rf ,x##t£4�Yy�t{.,t.��{S,z n3tt t: �,:22}<�#;� fzt.r s <Ff<{z�t�i,.z,�t,�I t�t�l#P.a,( <! lr t,y �rt s•$,� (` !t is�>S}t,t �tF`}t} �,�1 F��}# t tFU z�{z7r #t�,�n�tt r�rl 5 >>rn �{ „S�b S��,�rt����I �€7Sztr� tstt���25t R�t�rl�t#iS' .•a5?I}€��„'i.��r�F�#1� ��s t{�Q�}1:'��zrr€�4�fkt3z�l�te�i�SY�t�r��tS,�� „r){n���i�I� �„ fin t�{�,2{{� }�t�}��I ��#�F��n�s`°`, t��� t'�rt#��I III�St�,�t�}��l�Ut(I€��'f#,tz,{,it�"1�(£srr��t�� HCM Control Delay,s 84 HCM LOS A z `••- t t tr Z t Zz t Y t J t r n { Z t�� iS r ti}r Y1• #}r Y1• #}r Y1• #}r Y1• #}r Y1• #}r Y1• #}r Y1• #}r Y1• t t a 3 € {), , ! ,<y r t t 9 i• , � tz � �t?r t s€€ t i� t} €nt£� t} €nt£� t} €nt£� t} €nt£� t} €nt£� t} €nt£� t} €nt£� t} f fi at # (!�# }, r � ! _:}, ! t!� 1 tt z{tt"i��5 its.� s#�,t£!!II#(��{ ,�.�rri �<�Z,f��}ik5�•j�l�S f�1i{5�•j�l�S f�1i{5�•j�l�S f�1i{5�•j�l�S f�1i{5�•j�l�S f�1i{5�•j�,l�ns T{.}i}#z,a��#{xti,.��_`}€ Cir'itl����(��,,�{'� �����Z�t���,�,i r�!!) Capacity(veh/h) 107 HCM Lane V/C Ratio 0.02 HCM Control Delay(s) 8.4 - HCM Lane LOS A - HCM 95th;%tile Q(veh) 01 2022 Without Project PM Peak Hour Synchro 10 Report Page 4 HCM 6th AWSC 7: Tomahawk Road & Broadway Avenue 03/06/2021 Intersection Delay,s/veh 9.6 Intersection LOS s'��ifi iil #i}it=;r,ttt((# t( t}} 3 .7 t((trsr r fr r ttrrs jys tf rs rrf fr rf { f ff fr ff (( Lane Configurations Traffic Vol veh/h 31 94 8 11 64 5 4 104 15 14 103 22 Future Vol,veh/h 31 94 8 11 64 5 4 104 15 14 103 22 Peak Hour Factor U0 U0 0.90 U0 0,90 0.90 0.90 0,90 0.90 0.90 0.90 0.90 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mumt Flow 34 104 9 12 71 6 4 116 17 16 114 24 Number of Lanes 0 1 0 0 1 1 1 1 0 1 1 1 3£1r/t£ CdiF Czr f£ ff( (� rr}i i}U }} rS'.r P,{„ 5 t}tt J1,J{, J 2t t lr ICytf }f {r St fr } } it th$4f f t a Opposing Approach WB EB SB NB Opposing Lanes 2 1 3 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 3 2 1 2 Conflicting Approach Right NB SB WB EB Conflicting;Lanes Right 2 3 2 1 HCM Control Delay 101 9.3 9.7 9.3 HCM LOS' B A A Vol Left,% 100% 0% 23% 15% 0% 100% 0% 0% Vol Thru,% 0% 87% 1% 85% 0% 0°I© 100% 00/0 Vol Right, % 0% 13% 6% 0% 100% 0% 0% 100% Sign Control Step Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 4 119 133 75 5 14 103 22 LT Vol 4 0 31 11 0 14 0 0 Through Vol 0 104 94 64 0 0 103 0 RT Vol 0 15 8 0 5 0 0 22 Lane Flow Rate 4 132 148 83 6 16 114 24 Geometry Grp 8 8 8 8 8 8 8 8 Degree of Util(X) 0.008 0.202 0.231 0.133 0.008 0.026 0.177 0.033 Departure Headway(Hd) 6A07 5.513 U3 5.766 4.99 6.069 5.565 4.86 Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 582 645 632 616 709 586 640 729, Service Time 3.887 3.293 3.41 3.554 2.777 3.848 3.344 2.638 HCM Lane V/C Ratio U07 0,205 0.234 0:135 0.008 0,027 0.178 U33 HCM Control Delay 8.9 9.7 10.1 9.4 7.8 9 9.6 7.8 HCM Lane LOS A A B A A A A A HCM 95th-tile Q 0 0.8 0.9 0.5 0 0.1 0.6 0.1 2022 Without Project PM Peak Hour Synchro 10 Report Page 5 HCM 6th Signalized Intersection Summary 1 : Tomahawk Road & Old West Hwy 07/14/2021 . ` --* "~ t Lane Configurations 1 Traffic Volume(veh/h) 7 183 78 10 213 13 85 53 14 33 86 Future Volume(veh/h) 7 183 78 10 213 13 85 53 14 33 86 8 Initial Q(Qb),veh ! 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1,00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00' Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870' 1870 1870 Adj Flow Rate,veh/h 8 203 87 11 237 14 94 59 16 37 96 9 Peak Hour Factor 0.90 0.90 0 90 0.90 0.90 0,90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 129 849 379 129 ;849 379 445 468 396 426 447 379 Arrive On Green 0.07 0.24 0.24 0.07 0.24 0.24 0.25 0.25 0.25 0.24 0.24 0.24 Sat Flow,veh/h 1781 3554 1585 1781 3554 1585 1781 1870 1585 1781' 1870 1585 Grp Volume(v),veh/h 8 203 87 11 237 14 94 59 16 37 96 9 Grp Sat Flw(s),veh/h/In 1781 1777 1585 1781 1777 1585 1781 1870 1585 1781 1870 158 Q Serve(g_s),s 0.4 4.2 4.0 0.5 4.9 0.6 3.8 2.2 0.7 1.5 3.7 0.4 Cycle Q Clear(g_.c),s 0.4 41 4.0 0.5 4.9 0.6 3.8 2.2 0.7 1.5' 3.7 0 4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp ap(c),veh/h 129 849 379 129 849 379 445 468 396 426 447 379 V/C Ratio(X) 0.06 0.24 0.23 0.09 0.28 0.04 0.21 0.13 0.04 0.09 0.21 0.02 Avail Cap( a),veh/h 129 849 379 129 849 379 445 468 396 426 447 379 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1,00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 38.9 27.6 27.6 39.0 27.9 26.3 26.7 26.1 25.6 26.6 27.5 26.2 Incr Delay(Q),s/veh 0.9 0,7 1.4 1.3 0.8 0.2 1.1 0.6 0.2 0A 1.1 01' Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °bile BackOfQ(50%),veh/ln 0.2 17 1.6 0.3 2.1 0,2 1.7 1.0 03 0.6, 1,7 0.2 Unsig.Movement Delay,s/veh LhGrp Delay(d),s/veh 39.8 28.3 2 .0 40.3 28.7 26.5 27.8 26.7 25.8 27.0' 28.6 263 LnGrp LOS D C C D C C C C C C C C Approach Vol,veh/h 298 262 169 142 Approach Delay,s/veh 28.8 29.1 27.2 28.0 Approach LOS C C C t t , ''�iirr�II I,s t1�{� �?3Y ttJ',47f' t�,t x��.�f, ,{b�47�<.{Jrnt.it„nS`••••.�IitV ttr t{£irf� t�t�rtfr;,r�i (r�4t iiSyt(�{rlt�.,_i4�3? t�}l z{.{ s�,sSrr F� �rt5� #C#��tt,�t}.tt�,i�S'7 1,}4��c„r�r ;l.{f{t�" '��,t 4, Phs Duration(G+Y+Rc),s 27.0 11.0 26,0 26.0 11,0 2&0 Change Period(Y+Rc),s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting(Gmax),s 22.5 6,5 21.5 21.5 6.5 21.5 Max Q Clear Time(g_c+11) s 5.8 2.5 6.2 5.7 2.4 6.9 Green Bxt;Time(p_c),s 0.5 0.0 1.2 0.5 0.0 1.1 t S�r1�r'=r{si t r,I( �S 4 J UI r5.,,{}CC;j r}},��; i 4 rt1��7 ttt l��y �t?� „`•••••.� tZ} ti}Y1 Sr�cJ.r.L=„� t�, tt}�S${ {i(r t}�£j i {�itt$t},r ti`� r �LtI t� ttti 1 �YSr.ti�� HCM 6th Ctrl Delay 28.5 HCM 6th LOS C 2022 With Project-AM Peak Hour Synchro 10 Report Page 1 HCM6th TWSC 2: Royal Palm Road & EB Old West Hwy 07/14/2021 kdDelay,s/veh 2.7 Future Vol,veh/h 62 243 28 O O 0 O 51 7 2 33 O Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None None None - - None Grade,Y6 ' O ' ' O ' - O ' ' 0 ' Conflicting Flow All O O O 408 135 302 439 Critical H Rd| H Platoon blocked,96 - - MovCap-2 M 531 571 510 0a 2 812 576 HCMLO8 B 8 HCM Lane V/CRatio 0.107 0.009 ' ' ' 0.070 HCM Lane L0G B A - - ' 8 2O22 With Project'AM Peak Hour 8ynuhm10Report Page HCM6th TWSC WB Old West Hwy & Royal Palm Road 07/14/2021 kdDelay,s/veh 52 Lane Configurations 0 Future Vol,veh/h O O O 8 304 O 37 70 O O 27 108 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None None None Storage Length 150 8nnde96 - O ' - O ' ' O ' - O - Heavy Vehicles,Y6 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All O O O 202 356 356 169 Critical Hd Stg 1 554 Rd| H Platoon blocked,96 - - MovCap-2 M 607 568 568 0a 2 638 828 HCMLO8 B 8 HCM Lane V/CRatio 0210 ' - ' 0195 HCM Lane L0G B - ' ' B 2O22 With Project'AN Peak Hour Svnuhm10Report Page HCM6th TWSC 4: Royal Palm Road & Broadway Avenue 07/14/2021 kdDelay,s/veh 0.6 Future Vol,veh/h 3 7 128 2 1 75 Sign Control Stop Stop Free Free Free Free Storage Length O Grade,Y6 O - ' O O ' Heavy Vehicles,Y6 2 2 2 2 2 2 Conflicting Flow All 286 2 O O Stage 2 O Critical Hd Stg 1 552 Follow-up H Platoon blocked,96 ' MovCap-2 M O Stage 2 O HCMLO8 A HCM Lane V/CRatio 0.01 HCM Lane LOG A 2O22 With Project'AM Peak Hour 8ynuhm10Report Page HCM6th TWSC West Access Broadway |nd Delay,o/voh 2.7 Future Vol,woh/h 81 9 9 99 31 31 Sign Control Free Free Free Free Stop 0o Storage Length O GnndeY6 O - - O O ' Heavy Vehicles,Y6 2 2 2 2 2 2 Conflicting Flow All O O 78 O 203 73 0a 2 130 Critical Hd Stg 1 542 Rd| H Platoon blocked,96 MovCap-2 M 780 Stage 2 890 HCMLO8 A HCM Lane V/CRatio 0.079 - ' 0.007 ' HCM Lane L08 A ' - A A 2O22 With Project'AM Peak Hour 8ynuhm10Report Page HCM6th TWSC East Access Broadway |nd Delay,o/voh 0.5 Future Vol,woh/h SO 2 1 102 8 5 Sign Control Free Free Free Free Stop Stop Storage Length O 8nodeY6 O ' ' O O ' Heavy Vehicles,Y6 2 2 2 2 2 2 Conflicting Flow All O O 102 O 216 101 Stage 2 115 Critical H Follow-upH Platoon blocked,96 ' HCMLO8 A HQN Lane V/CRatio 0.014 - ' 0.001 ' HCM Lane L0G A ' ' A A 2O22 With Project'AN Peak Hour Synuhm10Report Page HCM 6th AWSC Tomahawk Road & Broadway Intersection Delay,s/voh 86 Lane Configurations Future Vol,woh/h 14 40 41 12 70 5 15 38 5 4 72 13 Heavy Vehicles,Y6 2 2 2 2 2 2 2 2 2 2 2 2 Number ofLanes O 1 O O 1 1 1 1 O 1 1 1 Conflicting Loft G Conflicting 8 HCM Control Delay 86 87 85 85 Vol Left,Y6 100Y6 0Y6 15% 15% 0Y6 100Y6 0Y6 0Y6 Vol Right,Y6 % 96 % % % Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol Through Vol O 38 40 70 O O 72 O Lane Flow Rate 17 48 106 91 8 4 80 14 Degree of Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes Yes Service Time 3.567 2.982 2J02 3.013 2.238 3.492 2.98 2.286 HCM Control Delay 87 84 86 88 73 85 87 74 HCM95th4i|oO 01 0.2 0.5 0.5 O O 0.4 01 2O22 With Project'AN Peak Hour Synuhm10Report Page HCM 6th Signalized Intersection Summary 1 : Tomahawk Road & Old West Hwy 07/14/2021 . ` --* "~ t �}����� �F�1}�s�}r��e �t}trn llr. •� �����r ..?�tp�'1 t£�i �}#���U i ??t�, 2t�it n����1�t: ��t� 4it ��ti� ��f ,�iI �#f Lane Configurations Traffic Volume(veh/h) 10 324 160 14 225 45 119 137 10 24 97 10 Future Volume(veh/h) 10 324 160 14 225 45 119 137 10 24 97 10 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 100 1.00 1,00 1.00 1,00 1.00 1,00 1,00 1,00 1100 Work Zone On Approach No No No No Adj Sat Flow,veh/h/In 1870 1870 170 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 11 360 178 16 250 50 132 152 11 27 108 11 Peak Hour Factor 0,90 0,90 0.90 0.90 0.90 0,90 0,90 0.80 0,90 0.90 0.90 0.90' Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 168 928 414 109 809 361 445 468 396 406'; 426 361' Arrive On Green 0.09 0.26 0.26 0.06 0.23 0.23 0.25 0.25 0.25 0.23 0.23 0.23 Sat Flow,veh/h 1781 3554 1585 1781 3554 1585 1781 1870 1585 1781 1870 1585' Grp Volume(v),veh/h 11 360 178 16 250 50 132 152 11 27 108 11 Grp Sat Flow(s),ve /h/In 1781 1777 1585 1781 1777 1585 1781 1870 1585 1781 1870 1585' Q Serve(g_s),s 0.5 7.5 8.4 0.8 5.3 2.3 5.4 6.0 0.5 1.1 4.3 0.5 Cycle Q Clear(g_c),s 0,5 7.5 8.4 0.8 5.3 2.3 5.4 &0 0,5 1 A 4,3 0.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 168 928 414 109 809 361 445 468 396 406 426 361' V/C Ratio(X) 0.07 0.39 0.43 0.15 0.31 0.14 0.30 0.33 0.03 0.07 0.25 0.03 Avail Cap( a),veh/h 168 928 414 109 809 361 445 468 396 406 426 361 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 UpstreamFilter(l) 1.00 1,00 100 1,00 1,00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 Uniform Delay(d),s/veh 37.1 27.3 27.7 40.0 28.9 27.7 27.3 27.6 25.5 27.2 28.5 27.0 Incr Delay(d2),s/veh 0.7 1,2 12 2,8 1,0 0.8 11 1,8 0.1 0.3 1,4 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °bile BackOfQ(50%),veh/In 0.2 3.1 3.4 0.4 2.2 0.9 2A 2.8 0.2 0,5 2.0 02 Unsig.Movement Delay,s/veh LnGrp Del y(d), /veh 37.9 28.6 30.9 42.9 29,9 28.5 29,0 29A 25.6 27,6 29.9 272 LnGrp LOS D C C D C C C C C C C C Approach Vol,veh/h 549 316 295 146 Approach Delay,s/veh 29.5 30.3 29.1 29.3 Approach LOS C C C (s., t.`:ilr, }( rr,,,t„i, tl{. �i�i '�t,F, trtf I S �rJts•t k }#Ss} fi£.< } ( tiftft }� s,} tr# art, is€E Phs Duration(G+Y+Rc),s 27.0 10.0 28.0 25.0 13.0 25,0 Change Period(Y+Rc),s 4.5 4.5 _ 4.5 4.5 4.5 4.5 Max Green Setting'(Gmax),s 22.5 5.5 23,5 20,5 &5 20.5 Max Q Clear Time(g_c+11),s 8.0 2.8 10.4 6.3 2.5 7.3 Green Bxt Time(plc),s to 0.0 2.2 0,5 ao 1.2 tr€4} J� z}� 41 �.i ,irr„}�z;iflrr..+,r1,r€tr,� 1si F t ii r7 t,rrrrccr•,��I+tr. ir , ,t t{, ##1„Vft tt,ri•,#��+ r �SnrE},, HCM 6th Ctrl Delay 2 .6 HCM 6th LOS C 2022 With Project-PM Peak Hour Synchro 10 Report Page 1 HCM6th TWSC 2: Royal Palm Road & EB Old West Hwy 07/14/2021 kdDelay,s/veh 3.2 Future Vol,veh/h 106 485 71 0 O 0 O 70 5 4 39 O Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop 0o RT Channelized - - None None None None Storage Length 50 150 150 8nodeY6 ' O ' ' O ' ' O - ' 0 - Heavy Vehicles,96 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All O O O 807 270 677 986 Critical Hd Follow-up H Platoon blocked,96 MovC8 HCML08 C C HCM Lane V/CRatio 0.284 0.008 ' - ' 0.193 HCM Lane LOG C 8 ' ' ' C 2O22 With Project'PM Peak Hour 8ynuhm10Report Page HCM6th TWSC WB Old West Hwy & Royal Palm Road 07/14/2021 kdDelay,s/veh 7.8 Lane Configurations 0 Future Vol,veh/h O O O 12 359 1 44 182 O O 31 88 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop 0o RT Channelized None - - None None None Storage Length 150 8nnde96 ' O ' - O ' ' O ' ' O ' Heavy Vehicles,96 2 2 2 2 2 2 2 2 2 2 2 2 Conflicting Flow All O O O 243 426 426 200 Critical Hd Stg 1 554 Rd| H Platoon blocked,96 MovCap-2 M 572 519 519 0a 2 GOG 584 HCMLO8 C B HCM Lane V/CRatio 0497 ' - ' 0.184 HCM Lane L0G C ' ' ' B 2O22 With Project'PM Peak Hour 8ynuhm10Report Page HCM6th TWSC 4: Royal Palm Road & Broadway Avenue 07/14/2021 kd Delay,o/vo 1.2 Future Vol,veh/h 8 13 111 8 17 176 Sign Control Stop Stop Free Free Free Free Heavy Vehicles,% Critical Platoon blocked,% - Mov Cap-2 Maneuver 0 - HCMLO8 A HCM Lane V/CRatio 0.02 ' - HCM Lane LOG A ' ' 2O22 With Project'PM Peak Hour 8ynuhm10Report Page HCM6th TWSC West Access Broadway |nd Delay,o/voh 1.8 Sign Control Storage Length - 0 Grade,96 O - ' O O ' Critical Platoon blocked,96 ' - ' HCMLO8 8 HQN Lane V/CRatio 0.054 - - 0.024 ' HCM Lane LO8 8 - ' A A 2O22 With Project'PM Peak Hour Svnuhm10Report Page HCM6th TWSC East Access Broadway |nt Delay,o/vo 0.4 Future Vol,woh/h 151 G 8 125 4 3 Sign Control Free Free Free Free Stop 0o Storage Length O Grade,96 O ' ' O O ' Heavy Vehicles,Y6 2 2 2 2 2 2 Conflicting Flow All O O 175 O 325 172 0a 2 153 Critical Hd Stg 1 542 Follow-up H Platoon blocked,96 Mov Ca HQNLO8 A HCM Lane V/CRatio 0.01 - ' 0.005 ' HCM Lane LOG A ' ' A A 2O22 With Project'PM Peak Hour Svnuhm10Report Page HCM 6th AWSC Tomahawk Road & Broadway Intersection Delay,s/voh 99 Lane Configurations Future Vol,woh/h 31 94 28 11 84 5 40 104 15 14 103 22 Heavy Vehicles,Y6 2 2 2 2 2 2 2 2 2 2 2 2 Number of Lanes O 1 O O 1 1 1 1 O 1 1 1 Opposing Conflicting Loft G Conflicting 8 HCM Control Delay 100 87 88 95 Vol Left,Y6 100Y6 0Y6 20Y6 15% 0Y6 100Y6 0Y6 0Y6 Vol Right,Y6 % % % % Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol Through Vol O 104 94 84 O O 103 O Lane Flow Rate 44 132 171 83 8 16 114 24 Degree of Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes Yes Service Time 4.01 3.416 3.469 3.779 3 4.082 3.557 2.85 HCM Control Delay 85 98 106 88 8 82 98 8 HCM95ih'h|oO 0.3 0.8 11 0.5 O 01 07 01 2O22 With Project'PM Peak Hour Synuhm10Report Page TRAFFIC IMPACT ANALYSIS RESIDENCES AT APACHE JUNCTION BROADWAY AVENUE/TOMAHAWK ROAD APPENDIX Traffic Signal Warrant Calculations Traffic Impact Analysis Residences at Apache Junction,Broadway Avenue/Tomahawk Road General Description of Intersection Project Number: 21037 Existing Name of Major Roadway:JTomahawk Road Direction: N/S #of NB Lanes: 1< #of SB Lanes: 1 85 to percentile speed: 35 mph Control#: Section#: Route#: Name of Minor Roadway: Broadway Avenue Direction: E/ " #of EB Lanes: 1 #of WB Lanes: 1` 85' percentile speed: 35 mph Control#: Section#: Route#: City: Apache Junction Population:141,000 County:IMaricopa District: Data Source: 24-hour;approach; Date of Survey:1s 2/17/2021 (press Ctrl+J Day of Week: Wednesday Weather: sunny Surface Conditions::-,, ............................................... Smooth 'W Enter Traffic Volumes: Automated Traffic Counts Street:Tomahawk Road 300 Location: Broadway Avenue xo Zoo —' 150 City/State:Apache Junction,AZ 00 Project#:21037 so `�� Date: 2/17/2021 0 Day of Week:Wednesday 100 300 500 700 900 1100 1300 1500 1700 1900 2100 2300 Data Source:24-hour approach Time of Day N—b-Id 24-Hour Volume: 2,907 Time Time Northbound Southbomid 'Northbound: Southbound' Vehicles Peds Vehicles: Peds Vehicles Peds Vehicles Peds 12:00 AM 12:00 PM 12:15 AM 12:15 PM 12:30 AM 12:30 PM 12:45 AM 12:45 PM. 1:00 AM 4 9 1:00 PM 95 109 1:15 AM 1:15 PM 1:30 AM 1:30 PM 1:45 AM 1:45 PM 2:00 AM 5 2 2:00 PM 110 110 2:15 AM 2:15 PM 2:30 AM 2:30 PM 2:45 AM 2:45 PM 3:00 AM 0 5 3:00 PM 108 136 3:15 AM 3:15 PM 3:30 AM 3:30 PM 3:45 AM 3:45 PM 4:00 AM 1 10 4:00 PM 126 108 4:15 AM 4:15 PM 4:30 AM 4:30 PM 4:45 AM 4:45 PM 5:00 AM 4 32 5:00 PM 141 112 5:15 AM 5:15 PM 5:30 AM 5:30 PM 5:45 AM .5:45 PM 6:00 AM 11 54 6:00 PM 119 133 6:15 AM 6:15 PM 6:30 AM 6:30 PM 6:45 AM 6:45 PM 7:00 AM 23 50 7:00 PM 69 76 7:15 AM 7:15 PM 7:30 AM 7:30 PM 7:45 AM 7:45 PM 8:00 AM 44 90 8:00 PM 52 62 8:15 AM 8:15 PM 8:30 AM 8:30 PM 8:45 AM 8:45 PM 9:00 AM 47 88 9:00 PM 18 58 9:15 AM 9:15 PM 9:30 AM 9:30 PM 9:45 AM 9:45 PM 10:00 AM 62 118 10:00 PM 31 26 10:15 AM 10:15 PM 10:30 AM 10:30 PM 10:45 AM 10:45 PM 11:00AM SOS 98 11:00PM 12 10 11:15 AM 11:15 PM 11:30 AM 11:30 PM 11:45 AM 11:45 PM 12:00 PM 99 113 12:00 AM 8 8 1,290 1,617 EquipmentID#: 24-Hour Volume i. 2,907 Automated Traffic Counts Street: Broadway Avenue 250 T Location:Tomahawk Road = zoo o. 150 - - - City/State:Apache Junction,AZ d 100 .- Project#: 50 Date:2/17/2021 ' 0��, Day of Week:Wednesday 100 300 500 700 900 1100 1300 1500 1700 1900 2100 2300 Data Source:24-hour approach Time or Day 24-Hour Volume: 2,383 —T-I�end- Time 'Eastbound Westbound Time Eastbound -Westbound Vehicles Peds Vehicles `rPeds Vehicles Peds Vehicles Peds 12:00 AM 12:00 PM 12:15 AM 12:59 PM 12:30 AM 12:30 PM 12:45 AM 12:45 PM 1:00 AM 8 4 1:00 PM 96 80 1:15 AM 1:59 PM 1:30 AM 1:30 PM 1:45 AM 1:45 PM 2:00 AM 4 2 2:00 PM 95 77 2:15 AM 2:59 PM 2:30 AM 2:30 PM 2:45 AM 2:45 PM 3:00 AM 4 0 3:00 PM 104 80 3:15 AM 3:59 PM 3:30 AM 3:30 PM 3:45 AM 3:45 PM 4:00 AM 2 4 4:00 PM ill 83 4:15 AM 4:59 PM 4:30 AM 4:30 PM 4:45 AM 12:00 AM 5:00 AM 1 17 5:00 PM 134 75 5:15 AM 5:59 PM 5:30 AM 5:30 PM 5:45 AM 5:45 PM 6:00 AM 5 7 6:00 PM 125 73 6:15 AM 6:59 PM 6:30 AM 6:30 PM 6:45 AM 6:45 PM 7:00 AM 21 32 7:00 PM 72 50 7:15 AM 7:59 PM 7:30 AM 7:30 PM 7:45 AM 7:45 PM 8:00 AM 41 60 8:00 PM 93 36 8:15 AM 8:59 PM 8:30 AM 8:30 PM 8:45 AM 8:45 PM 9:00 AM 59 87 9:00 PM 45 18 9:15 AM 9:59 PM 9:30 AM 9:30 PM 9:45 AM 9:45 PM 10:00 AM 69 74 10:00 PM 27 12 10:15 AM 10:59 PM 10:30 AM 10:30 PM 10:45 AM 10:45 PM 11:00 AM: 102 89 11:00 PM 14 8 11:15 AM 1 L59 PM 11:30 AM 11:30 PM 11:45 AM 11:45 PM 12:00 PM 97 77 12:00 AM 5 4 1,334 ': - 1,049 Equipment IDR5 24-Hour Volume = 2,383 TRAFFIC SURVEY~COUNT ANALYSIS 200 MUTCD WARRANTS Existing County: Maricopa District No.: City: Apache Junction Population: 41,000 Survey Date: 2/17/2021 Routa# Name Control Section 85%Bpeed Major Tomahawk Road - 35 Minor Broadway Avenue - 35 Warrant 1: Eight-Hour Volumes Condition Number ofLanes K4ojorStm+t Minor Street Both Approaches High Volume Approach Major StreetMinor Required Required Street Urban Rune|° Urban Rural 1 1 500 350 150 105 2ormore 1 600 420 150 105 2ormore 2ormore 600 420 200 140 1 2ormore 500 350 200 140 *Criteria when the 85th percentile speed is greater than 40 mph or when the population is less than 10,000 Warrant 1 Criteria Time Volume Major Minor Begin End Maj2r Minor >=500 >= 150 Both Meet Total number of hours, both the major(both approaches)and minor(high volume approach)met: 0 Condition Aia not satisfied Hours Required: 8 Warrant Y not satisfied. -------' Warrant 1: Eight®Flour Volumes Condition B Number of Lanes Major Street Minor Street Both Approaches High Volume Approach Major Street Minor Required Required Street Urban Rural* Urban Rural* 1 1 750 525 75 53 2 or more 1 900 630 75 53 2 or more 2 or more 900 630 100 70 1 2 or more 750 525 100 70 'Criteria when the 85th percentile speed is greater than 40 mph or when the population is less than 10,000 Warrant 2 Criteria Time Volume Major Minor Begin End Major Minor >=750 >=75 Both Meet 12:00 AM 1:00 AM 13 8 N N N 1:00 AM 2:00 AM 7 4 N N N 2:00 AM 3:00 AM 5 4 N N N 3:00 AM 4:00 AM 11 4 N N N 4:00 AM 5:00 AM 36 17 N N N 5:00 AM 6:00 AM 65 7 N N N 6:00 AM 7:00 AM 73 32 N N N 7:00 AM 8:00 AM 134 60 N N N 8:00 AM 9:00 AM 135 87 N Y N 9:00 AM 10:00 AM 180 74 N N N 10:00 AM 11:00 AM 199 102 N Y N 11:00 AM 12:00 PM 212 97 N Y N 12:00 PM 1:00 PM 204 96 N Y N 1:00 PM 2:00 PM 220 95 N Y N 2:00 PM 3:00 PM 244 104 N Y N 3:00 PM 4:00 PM 234 111 N Y N 4:00 PM 5:00 PM 253 134 N Y N 5:00 PM 6:00 PM 252 125 N Y N 6:00 PM 7:00 PM 145 72 N N N 7:00 PM 8:00 PM 114 93 N Y N 8:00 PM 9:00 PM 76 45 N N N 9:00 PM 10:00 PM 57 27 N N N 10:00 PM 11:00 PM 22 14 N N N 11:00 PM 12:00 AM 16 5 N N N Total number of hours, both the major(both approaches)and minor(high volume approach)met: 0 Hours Required: 8 Condition B is not satisfied Warrant 1 not satisfied. Warrant 2: Four Flour Vehicular Volumes This warrant is similar to Warrant 1A, except that the required traffic volumes must be present for at least four hours of an average day.The traffic volumes required are based on curves(Figure 4C-2)shown in the MUTCD. * The required traffic volumes for Warrant 2 do not meet for any one hour. Warrant 2 is not satisfied Warrant 3,Condition A-Peak Flour Delay This warrant is intended for application where traffic conditions will cause undue delay to traffic entering or crossing the major street. The peak hour delay warrant is satisfied when the following conditions exist for one hour(any four consecutive 15-minute periods)of an average weekday: (1) The total delay by the traffic on a side street controlled by a stop sign equals or exceeds four vehicle- hours for a one-lane approach and five vehicle-hours for a two-lane approach, and (2) the volume on the side street(one direction)equals or exceeds 100 vph for one moving lane of traffic and 150 vph for two moving lanes, and (3) the total traffic volume serviced during 1 hour equals or exceeds 800 vph for an intersection with four(or more)approaches or 650 vph for three approaches. *Part 1 - N/A *Part 2- N/A *Part 3- N/A Warrant 3, Condition B-Peak Hour Volume This warrant applies to traffic entering from the minor street which encounters undue delay crossing the main street. This w is satisfied when the main street and side street traffic volumes satisfy the curves shown in Figure 4C-4 of the TMUTCD. Warrant 3 is N/A. Warrant 4: Pedestrian Volume Required* Existing 100 or more for each of any four hours OR 190 or more during any one hour * For predominant pedestrian crossing speeds less than 3.5 ft/sec,the pedestrian volume may be reduced as much as 50 percent. Gap Requirements YES NO Is the nearest signal located more than 300 feet away? YES NO For traffic flow which is not platooned,are there less than 60 gaps per hour of adequate length for the pedestrians to cross the street? Warrant 4 is N/A. Warrant 5: School Crossing YES No Is the number of adequate gaps in traffic stream during the period when the children are using the crossing less than the number of minutes in the same period? Warrant 5 is N/A. Warrant 6: Coordinate Systems YES No Are the adjacent signals in a signal system? YES No Would the resultant spacing be 1000 feet or more? Warrant 6 is NIA. Warrant 7: Crash Experience YES No Is 80%or more of one of Warrants#1,#2,or#3 met? YES No Have there been more than five accidents susceptible to correction by a traffic signal in 12 months? Warrant 7 is NIA. Warrant 8: Roadway Network YES No Does the major street having an existing or immediately projected entering volume of> 1000 vehicles per hour of a typical weekday? YES No Do 5-year projected traffic volumes meet Warrants 1, 2, or 3? YES No Is there an entering traffic volume of at least 1000 vehicles per hour for each of any 5 hours on a Saturday or Sunday? Warrant 8 is NIA. Summary: Warrants satisfied: none Warrants not satisfied: 1,2 Warrants not applicable: 3,4, 5,6, 7, 8 Warrants not included in study: none Warrant 2 -Four Flour Vehicular Volumes 85th%speed: <=40 mph Population: >= 10,000 Major Street Lanes: 1 Minor Street Lanes: 1 Use Figure: 4C-1 1&1 Rank Major Street Minor Street Figure 4C-1 Figure 4C-2 Volume Volume 1&1 2&1 2&2 1&1 2&1 2&2 1 16 5 N - - - - - 2 13 8 N - - - - - 3 7 4 N - - - - - 4 5 4 N - - - - - 5 11 4 N - - - - - 6 36 17 N - - - - - 7 65 7 N - - - - - 8 73 32 N - - - - - 9 134 60 N - - - - - 10 135 87 N - - - - - 11 180 74 N - - - - - 12 199 102 N - - - - - 13 212 97 N - - - - - 14 204 96 N - - - - - 15 220 95 N - - - - - 16 244 104 N - - - - - 17 234 111 N - - - - - 18 253 134 N - - - - - 19 252 125 N - - - - - 20 145 72 N - - - - - 21 114 93 N - - - - - 22 76 45 N - - - - - 23 57 27 N - - - - - 24 1 22 1 14 1 N - I - I - I - I - 0 0 0 0 0 0 Warrant 2 is not satisfied. N N N N N N VVmrront2 Figwma4C-1 Four Hour Volume Warrant '1 lane&1 lane' line isapplicable. 500 400 2 OR MORE LANES&2 OR MORE LANES CL 0. 300 2 OR MORE LANES&1 LANE � ' 200 0 � � 100 ---------------------------------- O 300 400 500 000 700 800 900 1000 1100 1200 1300 1400 °|f data point io outside graph boundaries, Major Street-Total of Both Approaches-vph it|o plotted at the maximum shown vamo(s). �� 2003 Carter Burgess, Inc. General Description of Intersection Project Number: 21037 2022 Without Name of Major Roadway:JTomahawk Road Direction: N/S #of NB Lanes: 1< #of SB Lanes: 1 85 to percentile speed: 35 mph Control#: Section#: Route#: Name of Minor Roadway: Broadway Avenue Direction: E/ #of EB Lanes: 1 #of WB Lanes: 1` 85' percentile speed: 35 mph Control#: Section#: Route#: City: Apache Junction Population:141,000 County:IMaricopa District: Data Source: 24-hour;approach; Date of Survey:1s 2/17/2021 (press Ctrl+J Day of Week: Wednesday Weather: sunny Surface Conditions::-,, ............................................... Smooth 'W Enter Traffic Volumes: Automated Traffic Counts Street:Tomahawk Road 300 Location: Broadway Avenue o 250 N150 City/State:Apache Junction,AZ foo Project#:21037 so „< Date: 2/17/2021 0 r - Day of Week:Wednesday 100 300 500 700 900 1100 1300 1500 1790 1900 2100 2300 Data Source:24-hour approach Time of Day N—b-Id 24-Hour Volume: 2,965 Time Time Northbound Southbomid 'Northbound: Southboundc Vehicles Peds Vehicles: Peds Vehicles Peds Vehicles Peds 12:00 AM 12:00 PM 12:15 AM 12:15 PM 12:30 AM 12:30 PM 12:45 AM. 12:45 PM. L00 AM 4 9 1:00 PM 97 ill 1:15 AM 1:15 PM 1:30 AM 1:30 PM 1:45 AM 1:45 PM 2:00 AM 5 2 2:00 PM 112 112 2:15 AM 2:15 PM 2:30 AM 2:30 PM 2:45 AM 2:45 PM 3:00 AM 0 5 3:00 PM 110 139 3:15 AM 3:15 PM 3:30 AM 3:30 PM 3:45 AM 3:45 PM 4:00 AM 1 10 4:00 PM 129 110 4:15 AM 4:15 PM 4:30 AM 4:30 PM 4:45 AM 4:45 PM 5:00 AM 4 33 5:00 PM 144 114 5:15 AM 5:15 PM 5:30 AM 5:30 PM 5:45 AM .5:45 PM 6:00 AM 11 55 6:00 PM 121 136 6:15 AM 6:15 PM 6:30 AM 6:30 PM 6:45 AM 6:45 PM 7:00 AM 23 51 7:00 PM 70 78 7:15 AM 7:15 PM 7:30 AM 7:30 PM 7:45 AM 7:45 PM 8:00 AM 45 92 8:00 PM 53 63 9:15 AM 8:15 PM 8:30 AM 8:30 PM 8:45 AM 8:45 PM 9:00 AM 48 90 9:00 PM 18 59 9:15 AM 9:15 PM 9:30 AM 9:30 PM 9:45 AM 9:45 PM 10:00 AM 63 120 10:00 PM 32 27 10:15 AM 10:15 PM 10:30 AM 10:30 PM 10:45 AM 10:45 PM 11:00 AM 103 100 11:00 PM 12 10 11:15 AM 11:15 PM 11:30 AM 11:30 PM 11:45 AM 11:45 PM 12:00PM SOS 115 12:00AM $ $ 1,316 i -: 1,649 EquipmentID#: 24-Hour Volume 2,965 Automated Traffic Counts Street: Broadway Avenue 250 T Location:Tomahawk Road = 200 - o. 150 P :r City/State: ace unction, W Project#: 500 .,� Date:2/17/2021 Day of Week:Wednesday 100 300 500 700 900 1100 1300 1500 1700 1900 2100 2300 Data Source:24-hour approach Time or Day 24-Hour Volume: 2,431 � —T-I end- Time `Eastbound Westbound Time Eastbound Westbound Vehicles ' Peds Vehicles 'Peds Vehicles Peds Vehicles Peds 12:00 AM 12:00 PM 12:15 AM: 12:59 PM 12:30 AM 12:30 PM 12:45 AM 12:45 PM 1:00 AM 8 4 1:00 PM 98 82 1:15 AM 1:59 PM 1:30 AM 1:30 PM 1:45 AM 1:45 PM 2:00 AM 4 2 2:00 PM 97 79 2:15 AM 2:59 PM 2:30 AM 2:30 PM 2:45 AM 2:45 PM 3:00 AM 4 0 3:00 PM 106 82 3:15 AM 3:59 PM 3:30 AM 3:30 PM 3:45 AM 3:45 PM 4:00 AM 2 4 4:00 PM 113 85 4:15 AM 4:59 PM 4:30 AM 4:30 PM 4:45 AM 12:00 AM 5:00 AM 1 17 5:00 PM 137 77 5:15 AM 5:59 PM 5:30 AM 5:30 PM 5:45 AM 5:45 PM 6:00 AM 5 7 6:00 PM 128 74 6:15 AM 6:59 PM 6:30 AM 6:30 PM 6:45 AM 6:45 PM 7:00 AM 21 33 7:00 PM 73 51 7:15 AM 7:59 PM 7:30 AM 7:30 PM 7:45 AM 7:45 PM 8:00 AM 42 61 8:00 PM 95 37 8:15 AM 8:59 PM 8:30 AM 8:30 PM 8:45 AM 8:45 PM 9:00 AM 60 89 9:00 PM 46 18 9:15 AM 9:59 PM 9:30 AM 9:30 PM 9:45 AM 9:45 PM 10:00 AM 70 75 10:00 PM 28 12 10:15 AM 10:59 PM 10:30 AM 10:30 PM 10:45 AM 10:45 PM 11:00 AM: 104 91 11:00 PM 14 8 11:15 AM 1 L59 PM 11:30 AM 11:30 PM 11:45 AM 11:45 PM 12:00 PM 99 79 12:00 AM 5 4 1,361 1,070 Equipment IDR5 24-Hour Volume = 2,431 TRAFFIC SURVEY~COUNT ANALYSIS 200 MUTCD WARRANTS 2022 Without County: Maricopa District No.: City: Apache Junction Population: 41,000 Survey Date: 2/17/2021 Routa# Name Control Section 85%Bpeed Major Tomahawk Road - 35 Minor Broadway Avenue - 35 Warrant 1: Eight-Hour Volumes Condition Number ofLanes K4ojorStm+t Minor Street Both Approaches High Volume Approach Major StreetMinor Required Required Street Urban Rune|° Urban Rural 1 1 500 350 150 105 2ormore 1 600 420 150 105 2ormore 2ormore 600 420 200 140 1 2ormore 500 350 200 140 *Criteria when the 85th percentile speed is greater than 40 mph or when the population is less than 10,000 Warrant 1 Criteria Time Volume Major Minor Begin End Maj2r Minor >=500 >= 150 Both Meet Total number of hours, both the major(both approaches)and minor(high volume approach)met: 0 Condition Aia not satisfied Hours Required: 8 Warrant Y not satisfied. -------' Warrant 1: Eight®Flour Volumes Condition B Number of Lanes Major Street Minor Street Both Approaches High Volume Approach Major Street Minor Required Required Street Urban Rural* Urban Rural* 1 1 750 525 75 53 2 or more 1 900 630 75 53 2 or more 2 or more 900 630 100 70 1 2 or more 750 525 100 70 'Criteria when the 85th percentile speed is greater than 40 mph or when the population is less than 10,000 Warrant 2 Criteria Time Volume Major Minor Begin End Major Minor >=750 >=75 Both Meet 12:00 AM 1:00 AM 13 8 N N N 1:00 AM 2:00 AM 7 4 N N N 2:00 AM 3:00 AM 5 4 N N N 3:00 AM 4:00 AM 11 4 N N N 4:00 AM 5:00 AM 37 17 N N N 5:00 AM 6:00 AM 66 7 N N N 6:00 AM 7:00 AM 74 33 N N N 7:00 AM 8:00 AM 137 61 N N N 8:00 AM 9:00 AM 138 89 N Y N 9:00 AM 10:00 AM 184 75 N Y N 10:00 AM 11:00 AM 203 104 N Y N 11:00 AM 12:00 PM 216 99 N Y N 12:00 PM 1:00 PM 208 98 N Y N 1:00 PM 2:00 PM 224 97 N Y N 2:00 PM 3:00 PM 249 106 N Y N 3:00 PM 4:00 PM 239 113 N Y N 4:00 PM 5:00 PM 258 137 N Y N 5:00 PM 6:00 PM 257 128 N Y N 6:00 PM 7:00 PM 148 73 N N N 7:00 PM 8:00 PM 116 95 N Y N 8:00 PM 9:00 PM 78 46 N N N 9:00 PM 10:00 PM 58 28 N N N 10:00 PM 11:00 PM 22 14 N N N 11:00 PM 12:00 AM 16 5 N N N Total number of hours, both the major(both approaches)and minor(high volume approach)met: 0 Hours Required: 8 Condition B is not satisfied Warrant 1 not satisfied. Warrant 2: Four Flour Vehicular Volumes This warrant is similar to Warrant 1A, except that the required traffic volumes must be present for at least four hours of an average day.The traffic volumes required are based on curves(Figure 4C-2)shown in the MUTCD. * The required traffic volumes for Warrant 2 do not meet for any one hour. Warrant 2 is not satisfied Warrant 3,Condition A-Peak Flour Delay This warrant is intended for application where traffic conditions will cause undue delay to traffic entering or crossing the major street. The peak hour delay warrant is satisfied when the following conditions exist for one hour(any four consecutive 15-minute periods)of an average weekday: (1) The total delay by the traffic on a side street controlled by a stop sign equals or exceeds four vehicle- hours for a one-lane approach and five vehicle-hours for a two-lane approach, and (2) the volume on the side street(one direction)equals or exceeds 100 vph for one moving lane of traffic and 150 vph for two moving lanes, and (3) the total traffic volume serviced during 1 hour equals or exceeds 800 vph for an intersection with four(or more)approaches or 650 vph for three approaches. *Part 1 - N/A *Part 2- N/A *Part 3- N/A Warrant 3, Condition B-Peak Hour Volume This warrant applies to traffic entering from the minor street which encounters undue delay crossing the main street. This w is satisfied when the main street and side street traffic volumes satisfy the curves shown in Figure 4C-4 of the TMUTCD. Warrant 3 is N/A. Warrant 4: Pedestrian Volume Required* Existing 100 or more for each of any four hours OR 190 or more during any one hour * For predominant pedestrian crossing speeds less than 3.5 ft/sec,the pedestrian volume may be reduced as much as 50 percent. Gap Requirements YES NO Is the nearest signal located more than 300 feet away? YES NO For traffic flow which is not platooned,are there less than 60 gaps per hour of adequate length for the pedestrians to cross the street? Warrant 4 is N/A. Warrant 5: School Crossing YES No Is the number of adequate gaps in traffic stream during the period when the children are using the crossing less than the number of minutes in the same period? Warrant 5 is N/A. Warrant 6: Coordinate Systems YES No Are the adjacent signals in a signal system? YES No Would the resultant spacing be 1000 feet or more? Warrant 6 is NIA. Warrant 7: Crash Experience YES No Is 80%or more of one of Warrants#1,#2,or#3 met? YES No Have there been more than five accidents susceptible to correction by a traffic signal in 12 months? Warrant 7 is NIA. Warrant 8: Roadway Network YES No Does the major street having an existing or immediately projected entering volume of> 1000 vehicles per hour of a typical weekday? YES No Do 5-year projected traffic volumes meet Warrants 1, 2, or 3? YES No Is there an entering traffic volume of at least 1000 vehicles per hour for each of any 5 hours on a Saturday or Sunday? Warrant 8 is NIA. Summary: Warrants satisfied: none Warrants not satisfied: 1,2 Warrants not applicable: 3,4, 5,6, 7, 8 Warrants not included in study: none Warrant 2 -Four Flour Vehicular Volumes 85th%speed: <=40 mph Population: >= 10,000 Major Street Lanes: 1 Minor Street Lanes: 1 Use Figure: 4C-1 1&1 Rank Major Street Minor Street Figure 4C-1 Figure 4C-2 Volume Volume 1&1 2&1 2&2 1&1 2&1 2&2 1 16 5 N - - - - - 2 13 8 N - - - - - 3 7 4 N - - - - - 4 5 4 N - - - - - 5 11 4 N - - - - - 6 37 17 N - - - - - 7 66 7 N - - - - - 8 74 33 N - - - - - 9 137 61 N - - - - - 10 138 89 N - - - - - 11 184 75 N - - - - - 12 203 104 N - - - - - 13 216 99 N - - - - - 14 208 98 N - - - - - 15 224 97 N - - - - - 16 249 106 N - - - - - 17 239 113 N - - - - - 18 258 137 N - - - - - 19 257 128 N - - - - - 20 148 73 N - - - - - 21 116 95 N - - - - - 22 78 46 N - - - - - 23 58 28 N - - - - - 24 1 22 1 14 1 N - I - I - I - I - 0 0 0 0 0 0 Warrant 2 is not satisfied. N N N N N N Warrant Figwma4C-1 Four Hour Volume Warrant '1 lane&1 lane' line isapplicable. 500 400 2 OR MORE LANES&2 OR MO E LANES CL 0. 300 2 OR MORE LANES&1 LANE � ' 200 co � � 100 O 300 400 500 000 700 800 900 1000 1100 1200 1300 1400 °|f data point io outside graph boundaries, Major Street-Total of Both Appronohee~nph it|o plotted at the maximum shown vamo(s). �� 2003 Carter Burgess, Inc. General Description of Intersection Project Number: 21037 2022 With Name of Major Roadway:JTomahawk Road Direction: N/S #of NB Lanes: 1< #of SB Lanes: 1 85 to percentile speed: 35 mph Control#: Section#: Route#: Name of Minor Roadway: Broadway Avenue Direction: E/ #of EB Lanes: 1 #of WB Lanes: 1` 85' percentile speed: 35 mph Control#: Section#: Route#: City: Apache Junction Population:141,000 County:IMaricopa District: Data Source: 24-hour;approach; Date of Survey:1s 2/17/2021 (press Ctrl+J Day of Week: Wednesday Weather: sunny Surface Conditions::-,, ............................................... Smooth 'W Enter Traffic Volumes: Automated Traffic Counts Street:Tomahawk Road 350 300 Location: Broadway Avenue o zso150 - 200 City/State:Apache Junction,AZ 2 100 Project#:21037 v so- �' Date: 2/17/2021 0 Day of Week:Wednesday 100 300 500 700 900 1100 1300 1500 1790 1900 2100 2300 Data Source:24-hour approach Time of Day 24-Hour Volume: 3,780 Time Northbound Southbomid Time 'Northbound: Southboundc Vehicles Peds Vehicles: Peds Vehicles Peds Vehicles Peds 12:00 AM 12:00 PM 12:15 AM 12:15 PM 12:30 AM 12:30 PM 12:45 AM 12:45 PM. 1:00 AM 8 9 1:00 PM 155 ill 1:15 AM 1:15 PM 1:30 AM 1:30 PM 1:45 AM 1:45 PM 2:00 AM 7 2 2:00 PM 173 112 2:15 AM 2:15 PM 2:30 AM 2:30 PM 2:45 AM 2:45 PM 3:00 AM 1 5 3:00 PM 176 139 3:15 AM 3:15 PM 3:30 AM 3:30 PM 3:45 AM 3:45 PM 4:00 AM 4 10 4:00 PM 194 110 4:15 AM 4:15 PM 4:30 AM 4:30 PM 4:45 AM 4:45 PM 5:00 AM 12 33 5:00 PM 215 114 5:15 AM 5:15 PM 5:30 AM 5:30 PM 5:45 AM .5:45 PM 6:00 AM 23 55 6:00 PM 191 136 6:15 AM 6:15 PM 6:30 AM 6:30 PM 6:45 AM 6:45 PM 7:00 AM 43 51 7:00 PM 112 78 7:15 AM 7:15 PM 7:30 AM 7:30 PM 7:45 AM 7:45 PM 8:00 AM 81 92 8:00 PM 90 63 9:15 AM 8:15 PM 8:30 AM 8:30 PM 8:45 AM 8:45 PM 9:00 AM 91 90 9:00 PM 40 59 9:15 AM 9:15 PM 9:30 AM 9:30 PM 9:45 AM 9:45 PM 10:00 AM 113 120 10:00 PM 46 27 10:15 AM 10:15 PM 10:30 AM 10:30 PM 10:45 AM 10:45 PM 11:00 AM 163 100 11:00 PM 19 10 11:15 AM 11:15 PM 11:30 AM 11:30 PM 11:45 AM 11:45 PM 12:00 PM 160 115 12:00 AM 12 8 r 2,131 1,649 EquipmentID#: 24-Hour Volume 3,780 Automated Traffic Counts Street: Broadway Avenue 300 r Location:Tomahawk Road o 250 200 City/State:Apache Junction,AZ 150 - 100 Project#: > 50 Date:2/17/2021 0 Day of Week:Wednesday 100 300 500 700 900 1100 1300 1500 1700 1900 2100 2300 Data Source:24-hour approach Time or Day 24-Hour Volume: Time Eastbound Westbound Time Eastbound Westbound Vehicles Peds Vehicles ':Pads Vehicles Peds Vehicles Peds 12:00 AM 12:00 PM 12:15 AM 12:59 PM 12:30 AM 12:30 PM 12:45 AM 12:45 PM 1:00 AM 12 4 1:00 PM 156 82 1:15 AM 1:59 PM 1:30 AM 1:30 PM 1:45 AM 1:45 PM 2:00 AM 6 2 2:00 PM 157 79 2:15 AM 2:59 PM 2:30 AM 2:30 PM 2:45 AM 2:45 PM 3:00 AM 5 0 3:00 PM 172 82 3:15 AM 3:59 PM 3:30 AM 3:30 PM 3:45 AM 3:45 PM 4:00 AM 5 4 4:00 PM 179 85 4:15 AM 4:59 PM 4:30 AM 4:30 PM 4:45 AM 12:00 AM 5:00 AM 9 17 5:00 PM 208 77 5:15 AM 5:59 PM 5:30 AM 5:30 PM 5:45 AM 5:45 PM 6:00 AM 17 7 6:00 PM 197 74 6:15 AM 6:59 PM 6:30 AM 6:30 PM 6:45 AM 6:45 PM 7:00 AM 41 33 7:00 PM 115 51 7:15 AM 7:59 PM 7:30 AM 7:30 PM 7:45 AM 7:45 PM 8:00 AM 78 61 8:00 PM 132 37 8:15 AM 8:59 PM 8:30 AM 8:30 PM 8:45 AM 8:45 PM 9:00 AM 103 89 9:00 PM 67 18 9:15 AM 9:59 PM 9:30 AM 9:30 PM 9:45 AM 9:45 PM 10:00 AM 120 75 10:00 PM 42 12 10:15 AM 10:59 PM 10:30 AM 10:30 PM 10:45 AM 10:45 PM 11:00 AM: 164 91 11:00 PM 21 8 11:15 AM 1 L59 PM 11:30 AM 11:30 PM 11:45 AM 11:45 PM 12:00 PM 158 79 12:00 AM 9 4 2,176 ': - 1,070 Equipment IDR5 24-Hour Volume 6 3,246 TRAFFIC SURVEY~COUNT ANALYSIS 200 MUTCD WARRANTS 2022 With County: Maricopa District No.: City: Apache Junction Population: 41,000 Survey Date: 2/17/2021 Routa# Name Control Section 85%Bpeed Major Tomahawk Road - 35 Minor Broadway Avenue - 35 Warrant 1: Eight-Hour Volumes Condition Number ofLanes K4ojorStm+t Minor Street Both Approaches High Volume Approach Major StreetMinor Required Required Street Urban Rune|° Urban Rural 1 1 500 350 150 105 2ormore 1 600 420 150 105 2ormore 2ormore 600 420 200 140 1 2ormore 500 350 200 140 *Criteria when the 85th percentile speed is greater than 40 mph or when the population is less than 10,000 Warrant 1 Criteria Time Volume Major Minor Begin End Maj2r Minor >=500 >= 150 Both Meet Total number of hours, both the major(both approaches)and minor(high volume approach)met: 0 Condition Aia not satisfied Hours Required: 8 Warrant Y not satisfied. -------' Warrant 1: Eight®Flour Volumes Condition B Number of Lanes Major Street Minor Street Both Approaches High Volume Approach Major Street Minor Required Required Street Urban Rural* Urban Rural* 1 1 750 525 75 53 2 or more 1 900 630 75 53 2 or more 2 or more 900 630 100 70 1 2 or more 750 525 100 70 'Criteria when the 85th percentile speed is greater than 40 mph or when the population is less than 10,000 Warrant 2 Criteria Time Volume Major Minor Begin End Major Minor >=750 >=75 Both Meet 12:00 AM 1:00 AM 17 12 N N N 1:00 AM 2:00 AM 9 6 N N N 2:00 AM 3:00 AM 6 5 N N N 3:00 AM 4:00 AM 14 5 N N N 4:00 AM 5:00 AM 45 17 N N N 5:00 AM 6:00 AM 78 17 N N N 6:00 AM 7:00 AM 94 41 N N N 7:00 AM 8:00 AM 173 78 N Y N 8:00 AM 9:00 AM 181 103 N Y N 9:00 AM 10:00 AM 233 120 N Y N 10:00 AM 11:00 AM 263 164 N Y N 11:00 AM 12:00 PM 276 158 N Y N 12:00 PM 1:00 PM 267 156 N Y N 1:00 PM 2:00 PM 285 157 N Y N 2:00 PM 3:00 PM 315 172 N Y N 3:00 PM 4:00 PM 305 179 N Y N 4:00 PM 5:00 PM 329 208 N Y N 5:00 PM 6:00 PM 326 197 N Y N 6:00 PM 7:00 PM 189 115 N Y N 7:00 PM 8:00 PM 154 132 N Y N 8:00 PM 9:00 PM 99 67 N N N 9:00 PM 10:00 PM 73 42 N N N 10:00 PM 11:00 PM 29 21 N N N 11:00 PM 12:00 AM 20 9 N N N Total number of hours, both the major(both approaches)and minor(high volume approach)met: 0 Hours Required: 8 Condition B is not satisfied Warrant 1 not satisfied. Warrant 2: Four Flour Vehicular Volumes This warrant is similar to Warrant 1A, except that the required traffic volumes must be present for at least four hours of an average day.The traffic volumes required are based on curves(Figure 4C-2)shown in the MUTCD. * The required traffic volumes for Warrant 2 do not meet for any one hour. Warrant 2 is not satisfied Warrant 3,Condition A-Peak Flour Delay This warrant is intended for application where traffic conditions will cause undue delay to traffic entering or crossing the major street. The peak hour delay warrant is satisfied when the following conditions exist for one hour(any four consecutive 15-minute periods)of an average weekday: (1) The total delay by the traffic on a side street controlled by a stop sign equals or exceeds four vehicle- hours for a one-lane approach and five vehicle-hours for a two-lane approach, and (2) the volume on the side street(one direction)equals or exceeds 100 vph for one moving lane of traffic and 150 vph for two moving lanes, and (3) the total traffic volume serviced during 1 hour equals or exceeds 800 vph for an intersection with four(or more)approaches or 650 vph for three approaches. *Part 1 - N/A *Part 2- N/A *Part 3- N/A Warrant 3, Condition B-Peak Hour Volume This warrant applies to traffic entering from the minor street which encounters undue delay crossing the main street. This w is satisfied when the main street and side street traffic volumes satisfy the curves shown in Figure 4C-4 of the TMUTCD. Warrant 3 is N/A. Warrant 4: Pedestrian Volume Required* Existing 100 or more for each of any four hours OR 190 or more during any one hour * For predominant pedestrian crossing speeds less than 3.5 ft/sec,the pedestrian volume may be reduced as much as 50 percent. Gap Requirements YES NO Is the nearest signal located more than 300 feet away? YES NO For traffic flow which is not platooned,are there less than 60 gaps per hour of adequate length for the pedestrians to cross the street? Warrant 4 is N/A. Warrant 5: School Crossing YES No Is the number of adequate gaps in traffic stream during the period when the children are using the crossing less than the number of minutes in the same period? Warrant 5 is N/A. Warrant 6: Coordinate Systems YES No Are the adjacent signals in a signal system? YES No Would the resultant spacing be 1000 feet or more? Warrant 6 is NIA. Warrant 7: Crash Experience YES No Is 80%or more of one of Warrants#1,#2,or#3 met? YES No Have there been more than five accidents susceptible to correction by a traffic signal in 12 months? Warrant 7 is NIA. Warrant 8: Roadway Network YES No Does the major street having an existing or immediately projected entering volume of> 1000 vehicles per hour of a typical weekday? YES No Do 5-year projected traffic volumes meet Warrants 1, 2, or 3? YES No Is there an entering traffic volume of at least 1000 vehicles per hour for each of any 5 hours on a Saturday or Sunday? Warrant 8 is NIA. Summary: Warrants satisfied: none Warrants not satisfied: 1,2 Warrants not applicable: 3,4, 5,6, 7, 8 Warrants not included in study: none Warrant 2 -Four Flour Vehicular Volumes 85th%speed: <=40 mph Population: >= 10,000 Major Street Lanes: 1 Minor Street Lanes: 1 Use Figure: 4C-1 1&1 Rank Major Street Minor Street Figure 4C-1 Figure 4C-2 Volume Volume 1&1 2&1 2&2 1&1 2&1 2&2 1 20 9 N - - - - - 2 17 12 N - - - - - 3 9 6 N - - - - - 4 6 5 N - - - - - 5 14 5 N - - - - - 6 45 17 N - - - - - 7 78 17 N - - - - - 8 94 41 N - - - - - 9 173 78 N - - - - - 10 181 103 N - - - - - 11 233 120 N - - - - - 12 263 164 N - - - - - 13 276 158 N - - - - - 14 267 156 N - - - - - 15 285 157 N - - - - - 16 315 172 N - - - - - 17 305 179 N - - - - - 18 329 208 N - - - - - 19 326 197 N - - - - - 20 189 115 N - - - - - 21 154 132 N - - - - - 22 99 67 N - - - - - 23 73 42 N - - - - - 24 1 29 1 21 1 N - I - I - I - I - 0 0 0 0 0 0 Warrant 2 is not satisfied. N N N N N N Warrant Figwma4C-1 Four Hour Volume Warrant '1 lane&1 lane' line isapplicable. 500 400 2 OR MORE LANES&2 OR MO E LANES CL 0. 300 2 OR MORE LANES&1 LANE � ' 200 0 � � 100 ------------------------------------- 0...........................................................................................................................................................................................................................I............................................................................................................................................................................................ - O 300 400 500 000 700 800 900 1000 1100 1200 1300 1400 °|f data point io outside graph boundaries, Major Street-Total of Both Approaches-vph it|o plotted at the maximum shown vamo(s). �� 2003 Carter Burgess, Inc. City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 13. File ID: 21-573 Sponsor: Nicholas Leftwich Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Presentation, discussion, public hearing and consideration of case P-21-73-PZ, a proposed rezoning by planned development requested by Chris Hundelt of Keystone Homes, of 14.77 acres located at the southwest corner of Superstition Boulevard and Royal Palm Road from RS-GR("General Rural Low Density Single-Family Detached Residential")to RM-2/PD ("High Density Multiple-Family Residential by Planned Development")for the purpose of developing a 166-unit rental residential community. City of Apache Junction,Arizona Page 1 Printed on 1011312021 City ofApache Junction Development Services Department DATE: October 19, 2021 MEMO TO: Mayor and Apache Junction City Council Members THROUGH: Bryant Powell, City Manager Larry Kirch, Development Services Director Rudy Esquivias, Planning Manager FROM: Nicholas Leftwich, Associate Planner SUBJECT: Continuance of P-21-73-PZ to a later date. On Tuesday, September 28th, Case P-21-73-PZ, a proposed rezoning of approximately 14 . 77 acres from RS-GR to RM-2/PD, was presented to the Planning and Zoning Commission for discussion, public hearing and consideration . Pursuant to concerns raised over the traffic impacts of the proposed development, the Planning and Zoning Commission motioned to continue the public hearing for an additional 60 days so that the applicant, Keystone Homes, may commission a traffic impact analysis/study in order to assess the transportation needs and constraints of the impacted development area. This motion was passed 7 - 0 and no recommendation regarding approval or denial was determined. Because of this, planning staff respectfully requests to the council that the public hearings for P-21-73-PZ be continued to. The Planning and Zoning Commission meeting of November 23, 2021; The City Council Meeting of December 7, 2021 . The Planning and Zoning Commission discussion and public hearing may be viewed at: http: //apachejunction.granicus . com/player/clip/2001?view id=2&re direct=true .Manning&Zoning- wilding&Sgfety—Revenue Development 300 E.Superstition Boulevard -Apache:function,AZ 85119 - Ph-(480)474-5083 -Fax(480)982-7010 The Staff Report presented to the Planning and Zoning Commission including application submittal materials has been attached for further case information and case context . -7 W- ZA't---t Prepared by Nicholas Leftwich Associate Planner Attachments : -P-21-73-PZ Planning and Zoning Commission Staff Report Planning&Zoning-Building &Sgfety-Revenue development 300 E.Superstition Boulevard -Apache;function,AZ 85119 - Ph-(480)474-5083 -Fax(480)982-7010 City ofApache Junction Development Services Department PLANNING AND ZONING COMMISSION PUBLIC HEARING STAFF REPORT DATE: September 28, 2021 CASE NUMBERS: P-21-73-PZ "The Havenly Superstition" OWNERS: Keystone Homes APPLICANT: Chris Hundelt of Keystone Homes represented by Brennan Ray of Burch & Cracchiolo, P.A. REQUEST: Proposed rezoning of approximately 14 . 77 acres from RS-GR ("General Rural Low Density Single-Family Detached Residential") to RM-2/PD ("High Density Multiple-Family Residential by Planned Development") . LOCATION: The properties are generally located near the Southwest corner of Superstition Boulevard and Royal Palm Road. GENERAL PLAN/ ZONING DESIGNATION: Downtown Mixed Use; currently zoned RS-GR. SURROUNDING USES: North: RS-GR (General Rural Low Density Single-Family Detached Residential) & vacant state land; South: RS-GR Single-Family Residences; East: RS-GR Single-Family Residences, RM-2/PD ("High Density Multiple-Family Residential by Planned Development") vacant property; West: RS-GR Single-Family Residences, B-1 (General Commercial) , RM-2 (High Density Multiple-Family Residential) vacant property. "The Havenly Superstition"Case P-21-73-PZ September 28,2021 Planning and Zoning Commission Staff Report 1 BACKGROUND The three properties identified in this rezoning have all historically been vacant with no development history. The applicant, Keystone Homes, has formally expressed interest in the parcels totaling 14 . 77 acre for the purpose of developing a 166-unit rental residential community to be primarily composed of single-family type homes, with some duplexes . PROPOSALS P-21-73-PZ is a proposed rezoning of three parcels, APN 101-19-002B, 101-19-0010, and 101-19-0080, currently zoned RS-GR ("General Rural Low Density Single-Family Detached Residential") to RM-2/PD ("High Density Multiple-Family Residential by Planned Development") . The properties total approximately 14 . 77 net acres and are generally located near the Southwest corner of Superstition Boulevard and Royal Palm Road. The use of a Planned Development overlay is to modify the base RM-2 development standards to allow for site and design flexibility in accommodating the conceptual plan proposed for a 166-unit rental residential community. The modifications are depicted below: Regulation Base RM-2 Proposed Development Development Dimensions Standards Min. Lot Area Per 1, 980 sf. 3875 sf. Dwelling Unit Maximum Density 22 11 . 07 units/gross acre units/acre (±13 . 67 units/net acre) Min. Lot Width 60 ft. N/A (One large lot) Min. Front Setback 20 ft.> 10 ft. (main structure) Min. Interior Side 10 ft. 10 ft . Setback (main structure) Min. Street Side Setback 10 ft. 10 ft . (all structures) Min. Rear Setback 20 ft. 10 ft. (main structure) Max. Lot Coverage 500 ±310 Max. Height for main 40 ft. 26 ft . structure PLANNING STAFF ANALYSIS "The Havenly Superstition"Case P-21-73-PZ September 28,2021 Planning and Zoning Commission Staff Report Relationship to General Plan: The subject site is designated by the city' s General Plan as part of the "Downtown Redevelopment Area", and is categorized for "Downtown Mixed Use, " which supports residential densities between 10 dwelling units per acre to 40 dwelling units per acre . The proposed density of 11 . 07 units per gross acre (13 . 67+ du/net ac. ) complies with this General Plan designation and does not require a General Plan Amendment. t r 'I ! e a< l �d .S Jdxt a t e y r i r ff I ��. ! ff r lwxxai •i ! �t ! a �r `� s+u h( I x xY`ar. xx, t } 3 ,_..�.aa ,.......„.. �, ;..„:.: ,,.,.;„...._ ....a.:..,. ., .._..M„� . ...,„::.;... ., ,.:aka...,., �....;...� M, .Ma:.;:. .. ....:w;.„...,....... t DOcxnkxan r"�avrni Arm YsaaEereI PW,2020 Lad Eke. Subject Site { ` e F'a O tftin O`x lw 01-is.0 A,UacYVW Clraneaav»t- i DOAACt a"..—'e-41 L*W D~J t2OWOWWtvOU AC) Pikr 00raftaintza`a No ymbif 2019 WP.6—Et-2 YR—xtaarV ifIOOWAC Ma27 T-,pnftIj n...... 3 t4O tat€dy Am.%a?!',3iJ tM,UAC,.Ma, rx=.R_•�,., .�... Zoning/Site Context: "The Havenly Superstition"Case P-21-73-PZ September 28,2021 Planning and Zoning Commission Staff Report 3 The subject 14 . 77 acres are currently surrounded by both low density, single family residential properties and undeveloped multi-family residential properties of the same base zone proposed (RM-2) . Across the street, to the north of the subject properties are currently vacant state lands which could be made available for development in the future . Planned Development Zoning: There are two (2) Zoning Ordinance deviations being requested as a part of the proposed planned development rezoning. The development standard deviations requested are alterations to the both the Front and Rear Main Structure setbacks from 20 feet to 10 feet. Infrastructure Improvements: One (1) full access driveway entrance is proposed to access E. Superstition Boulevard, with an additional resident only ingress/egress driveway to access N. Royal Palm Road. Both driveways will be served by a deceleration lane and both will allow movements in two directions . No access is proposed to N. Colt Road. All other necessary on-site and off-site improvements, such as community amenities, water retention, accessible routes, and landscape buffers, will be built at the time of development. Public Input: Neighborhood meeting notification letters were sent from the applicant to all property owners within a 300-foot radius On Friday, August 27, 2021 . On September 7, 2021 a neighborhood meeting took place in the Apache Junction Multi-Generational Center that was also hosted online through Zoom. Seven (7) residents attended the meeting, with one attending through a phone call . Questions related to when the construction would begin, where the 2-story homes would be located, traffic impacts, water supply, water retention, and property taxes . Further details and minutes of the questions and answers are provided in the final participation report (attached) (p. 39-40) . Staff received one call regarding the rezoning and met with that resident and one other property owner at the Development Services office counter. The resident who called expressed opposition to the project because of concerns regarding density. The other property owner had questions regarding the extension "The Havenly Superstition"Case P-21-73-PZ September 28,2021 Planning and Zoning Commission Staff Report 4 of utilities because they would like to develop their adjacent parcel . FINDINGS OF FACT As required by the Apache Junction Zoning Ordinance, a Planned Development request may be approved by the City Council after consideration has been given to three different criteria. The criteria is outlined in the text below: l . That a better design cannot be achieved by applying the strict provisions of the underlying zoning district. Applicant Response: The proposed Planned Development Overlay will allow for a high-quality community at a density that will support existing and future commercial/employment developments to the area and will allow for a great balance between livable square footage, open space, circulation and site amenities for the residents. 2 . That strict adherence to the provisions of the zoning ordinance is not required in order to ensure the health, safety and welfare of the inhabitants of the proposed development . Applicant Response: The proposed Planned Development Overlay will not jeopardize the health, safety or welfare of the residents of our proposed development. 3 . That strict adherence to the ordinance is not required to ensure that property values of adjacent properties will not be reduced. Applicant Response: The deviations to the development standards are anticipated to have no effect on the property values. PLANNING DIVISION RECOMMENDATION Staff acknowledges the proposed planned development deviations requested for this subdivision. As such, and within the context of trade-offs for the requested zoning deviations, staff is supportive of the proposed project due to the high-quality of the building elevations, community amenities and overall site design, and respectfully recommends to the Commission that they include the following conditions of approval as part of a favorable recommendation to the City Council . As always, "The Havenly Superstition"Case P-21-73-PZ September 28,2021 Planning and Zoning Commission Staff Report 5 Commissioners may recommend changes or additional conditions which they feel will improve the development plan. RECOMMENDED MOTION FOR PLANNED DEVELOPMENT REZONING I move that the Planning and Zoning Commission recommend to the Apache Junction City Council the (APPROVAL/DENIAL) of planned development rezoning case P-21-73-PZ, a request by Chris Hundelt of Keystone Homes for an approximate 166-unit rental residential community to be primarily composed of single-family type homes, with some duplexes, to be named The Havenly Superstition, generally located near the Southwest corner of Superstition Boulevard and Royal Palm Road, from RS-GR ("General Rural Low Density Single-Family Detached Residential") to RM-2/PD ("High Density Multiple-Family Residential by Planned Development") subject to the following conditions of approval : 1) The development shall reflect substantial compliance and consistency with the city' s Zoning Ordinance and the Planned Development presented with case P-21-73-PZ, incorporated by reference herein, and as otherwise specified through these conditions of approval, to include general layout, elevations, lot sizes, setbacks deviations, public and private rights-of-ways, pedestrian trails, amenities, perimeter and interior lot separation walls, model types, landscaping and other improvements . 2) Landscape, screening and irrigation improvements, planted within a minimum 10-foot deep strip inside the net property line (but outside of required walls) along the west, north, and east perimeters of the property, shall be provided in compliance with the city' s landscape and screening requirements contained in Apache Junction City Code, Volume II, Land Development Code, Chapter 1, Zoning Ordinance, Article 1-8, Landscape Regulations . All required trees shall be 24" box and all required shrubs shall be 5-gallon in size and a decorative 6-foot-tall fence shall be constructed. 3) A paseo or trail path connecting this residents and neighbors to the downtown/park developments planned just west of this property shall be provided within the open space located along the south 10 feet of the property. 4) The minimum front setback and the minimum rear setback for main structures be reduced from 20 feet to 10 feet. "The Havenly Superstition"Case P-21-73-PZ September 28,2021 Planning and Zoning Commission Staff Report 6 5) Street improvements include but not necessarily limited to, extension of pavement and the provision of sidewalk, curb, gutter, streetlights, underground utilities, fire hydrants, landscaping shall be required as part of this planned development project, and subject to review and approval by the City Engineer. 6) Per the City Engineer' s comments issued in the pre- application review, dated 5/13/2021, the following right of way dedications shall be made : 1 . Along the north side of the property, the south 50 feet of Superstition Boulevard shall be dedicated as public right-of-way. 2 . 20 foot by 20 foot triangular corner cut-off visibility triangles shall be dedicated as public right-of-way at the intersections of Superstition/Colt and Superstition/Royal Palm. 3 . The east 25 feet of the property shall be dedicated as public right-of-way for N. Colt Road. 4 The west 40 feet of the property shall be dedicated as public right-of-way for N. Royal Palm Road. 7) The proposed development will not be age-restricted. 8) All common areas and amenity areas within and immediately adjacent to the proposed development, including perimeter walls and fences, and interior and exterior common area landscaping, shall be owned and maintained in good condition at all times by the property owner. 9) The developer' s engineer shall meet the civil engineering improvement plans and document requirements, as outlined in the previously provided pre-application and review comments and in accordance of the city' s approved engineering standards that are in effect at the time of plan submittal . 10) Upon approval of the rezoning, the three parcels, 101-19-002B, 101-19-0010, and 101-19-0080, shall be combined through the city' s lot combination process 11) Any major deviation or proposed changes from the original plans associated with this case will require a major PD amendment. "The Havenly Superstition"Case P-21-73-PZ September 28,2021 Planning and Zoning Commission Staff Report 7 7 W_ ZA",_1 Prepared by Nicholas Leftwich Associate Planner Attachments : Exhibit #1 - Project Narrative Exhibit #2 - Preliminary Site Plan Exhibit #3 - Neighborhood Zoning Aerial Exhibit #4 - Preliminary Landscape Plan Exhibit #5 - Elevations and Floor Plans Exhibit #6 - Final Participation Report Exhibit #7 - Pre-Application Review Comments (P-21-38-PDR) "The Havenly Superstition"Case P-21-73-PZ September 28,2021 Planning and Zoning Commission Staff Report 8 Rezoning Application for rAMIF -i ne Havenly Superstition Southwest corner of Superstition Boulevard and Royal Palm Road by: !VKEY' STONE H 0 M E S Case Nos.: P-21-39-PDR Submitted: July 26, 2021 I. Introduction....................................................................................................................... 1 II. Site and Surrounding Area............................................................................................... I III. Proposed Rezoning............................................................................................................. I IV. Development Plans.............................................................................................................2 A. Landscaping and Amenities............................................................................................ 2 B. Architecture..................................................................................................................... 3 C. Theme Walls,Entry Gates, and Entry Monument......................................................... 4 V. Miscellaneous......................................................................................................................4 A. Parking............................................................................................................................ 4 B. Phasing............................................................................................................................ 5 VI. Project Team......................................................................................................................5 VII. Conclusion..........................................................................................................................5 Exhibit No. Description 1 Aerial Map 2 Preliminary Site Plan 3 Landscape Plan 4 Amenities Plan 5 House Architecture 6 House Color Boards 7 Lighting and Photometric Plan 8 Legal Description/ALTA 9 Assessor Tax Parcel Map 10 Mailing Label Certification (signed) 11 300' Ownership Labels 12 Public Participation Plan 13 Signed Prop 207 Waivers i THE HAVENLY SUPERSITION I. INTRODUCTION Building on the reputation for creating high-quality neighborhoods and communities, Keystone Homes ("Keystone") is the proposed homebuilder for approximately 15.00 gross (12.14±net) acres located at the southwest corner of Superstition Boulevard and Royal Palm Road (the "Site"). Keystone is in escrow to acquire the Site and develop it with a unique, innovative, high-quality residential community known as "The Havenly Superstition." The Havenly Superstition will contain 166 single-family style rental residences that will be an attractive presence in the area and provide an alternate housing choice for people. The Havenly Superstition represents a lifestyle choice, presenting future residents a unique living experience and an alternative housing choice to the traditional options of single-family residences or apartment complexes. These homes will cater to those seeking to live in a vibrant, amenitized environment in a prime location near the City of Apache Junction(the"City")Downtown Redevelopment Area. The Havenly Superstition combines the best elements of residential single-family living with multi-family-like lease terms and management. The combination of these elements creates a desirable residential option with upscale features and spacious indoor/outdoor living areas maintained by a professional management company, without the mortgage payment or HOA fees of a typical single-family development. To achieve this, Keystone requests the Site be rezoned from RS-GR (General Rural Low Density Single-Family Detached Residential) to RM-2/PD (High Density Multiple-Family Residential with a Planned Development Overlay) for a high- quality,medium-high density residential community. II. SITE AND SURROUNDING AREA An aerial of the Site is attached as Exhibit 1. The Site is located within the Downtown Planning Area of the City's General Plan. Per the General Plan,the current center of the City lacks necessary density and residential developments. "Successful downtown areas must provide opportunities for current and incoming residents to live and work." The General Plan encourages a mix of high-density housing to accommodate people of all ages and demographics within the downtown area. As is discussed is greater detail below,The Havenly Superstition meets the vision and goals of providing high-quality multi-family housing that appeals to different people/demographics. The Site is zoned RS-GR. The adjacent areas (north,west, south, and east) around the Site are designated on the General Plan as within the Downtown Redevelopment Area and are zoned RS-GR and RM-2. III. PROPOSED REZONING As discussed, Keystone is proposing the Site be rezoned from RS-GR to RM-2/PD. Keystone's proposed application and development plans for an upscale, high-quality multi-family development are compatible with the City's General Plan and are a viable and sustainable solution on this Site. The proposed PD Overlay is to modify the RM-2 development standards for multi- family residential to allow a high-quality community at a density that will support existing and future commercial/employment developments to the area. 1 Keystone's community has been planned with the following development standards (changes noted in bold): Regulation City of Apache Junction RM- Proposed Development 2 Development Regulations Regulations Min. Lot Area per du. 1,980 sf 1,980 sf Max. Density 22 units/ac 22 units/ac Min. Development Area 7,000 sf 7,000 sf Min. Lot Width 60 ft. 60 ft. Min. Front Setback (main 20 ft. 10 ft. structure) Min. Interior Side Setback 10 ft. 10 ft. (main structure) Min. Street Side Setback (all 10 ft. 10 ft. structures) Min. Rear Setback (main 20 ft. 10 ft. structure) Max. Lot Coverage 50% 50 % Max. Height for main 40 ft. 40 ft. structure IV.DEVELOPMENT PLANS As is depicted on the Preliminary Site Plan attached as Exhibit 2, Keystone has created a high-quality community that is attractively designed, lushly landscaped, and will offer a new and diverse living opportunity in Downtown Redevelopment Area. The Havenly Superstition is a gated community that will consist of approximately 166 residences at a density of approximately 11.07 du/gross ac. (13.67± du/net ac.). The development plans for the Site incorporate open spaces, amenities, and a visual cohesiveness of landscape and architectural elements to create a high-quality residential community. The placement of the buildings and yard walls will provide visual interest by varying the roof lines and orientations, providing small scale pedestrian courtyards, amenities and landscape features, and architectural detail. The community's design and architectural plans portray an extraordinary sense of community, compatibility, sustainability, and architectural quality commensurate with the high-quality established by Keystone throughout its other communities in the southeast Valley. Primary access to the Site occurs through the gated entrance from Superstition Boulevard. A secondary, resident-only ingress and egress point is located on the east side of the community from Royal Palm Road. Additionally, there will be multiple pedestrian access points into the community that will be controlled with fencing, walkway gates, and keys. A 10-foot landscape buffer between the southern property line and back yard walls will add additional buffering between neighbors to the south and will allow for a potential trail by the City in the future. In addition to the to the extra landscape buffer we have planned for all homes along the southern property line to be single story to limit height along the southern edge. The height of the single level homes to the south will be approximately 18 feet at the highest point. A. Landscaping and Amenities Landscaping will enhance The Havenly Superstition by integrating with the walls, drainage, entry monuments and amenity features. See Exhibit 3, Preliminary Landscape Plan. 2 The Havenly Superstition's landscape buffers, open spaces, and plantings will help reinforce the community's theming and appeal. Over 39% of the entire Site is in open space landscaped areas. The Havenly Superstition's plant palette has been developed to complement the community's theming. The plant palette consists of an array of colors and textures that will create an attractive experience for those who live there and those traveling on the roads surrounding the community. Landscaping designs will focus on providing natural screening, shade, and visual interest. Aside from several strategically placed areas of natural sod, all plant species can be found on the Arizona Department of Water Resources, "Low Water Use Plant List." The Havenly Superstition has been planned with quality neighborhood scale amenities consistent with Keystone's desire to create an upscale community where residents will be able to play, relax, or socialize in a pleasing environment. The amenity areas within The Havenly Superstition are designed to enhance the community character and quality of life by providing recreational opportunities and connectivity for residents through the integration of internal and external open spaces. The Havenly Superstition will contain a centrally located main amenity area, providing active and passive open space for residents and guests to enjoy. Pedestrian paths are provided throughout the Site, connecting the residences to the amenities. Additional amenities include: resort style swimming pool and spa, lounge areas,barbecue grills, and gathering areas for residents to congregate. B. Architecture The proposed housing product designed for The Havenly Superstition will complement the strong architectural richness already found with the surrounding area. The Havenly Superstition is designed to meet the goals of the City's Residential Architectural Diversity Standards. Architectural styles consistent with regional history and traditions have been developed for the housing product with key elements of those styles being carried through in the design of the community features (entry monumentation, central amenity, and interior community open space). Residents will have a choice of one-, two-, and three-bedroom units, ranging in size from approximately 730 square feet to 1,598 square feet. See Exhibit S, Elevations and Floor Plans. Eight unique floor plans will be available for residents to choose from. The first five plans are single level homes and sixth plan is a two-level home with a flex space (i.e. den / studio / office use) on the upper level. The proposed floor plans and elevations are designed to attract empty nesters, professionals, and families. A unique feature for The Havenly Superstition is that every residence includes a private, 6-foot wall enclosing the rear yard that is nearly as wide as the residence itself, with a minimum depth of 8 feet. The exterior elevations have a distinct character while providing a cohesive, varied, and attractive community that satisfies the desire of today's residents to live in a more architecturally diverse neighborhood. Each floor plan will have a combination of two of the following distinct architectural styles: Contemporary Spanish and Modern Prairie. • Contemporary Spanish: Inspired by architecture from the coastal regions of Spain where intense sunlight bathes every corner, the Spanish style emerged as a response in the American Southwest. Contemporary Spanish reinterprets the style in a fresh way with modern materials, simplified forms, and massing for today's sophisticated society. Sculpted stucco massing in fresh, more angular shapes embraces the timeless appeal of modern architecture,while still retaining a warmth from its traditional roots. The light-colored walls are contrasted with rich dark or 3 grayed woods to create the classic blend of light and dark features to define the forms. Windows can be grouped or wrapped around a corner to carry the style around the sides. Other defining characteristics include a simple or parabolic arch at a window or entry, courtyards and minimal use of accent materials to accentuate key components or walls. • Modern Prairie: Originating as a late 19th- and early 20th-century architectural style, most common to the Midwestern United States. Low-pitched roof, usually hipped, with large overhangs, two stories, with one-story wings or porches, eaves, cornices,and facade detailing emphasizing horizontal lines,often with square porch supports, window groupings horizontal in placement. The Modern Prairie is an updated reflection of this popular architectural style Phoenicians have loved for decades. G Theme Walls,Entry Gates, and Entry Monument The proposed theme walls will be consistent with The Havenly Superstition's overall community character. This theming is reinforced using materials, colors, design, and layout. The fences and walls will consist of the following types: theme wall, secondary wall, and partial view wall: • Theme Walls: Constructed of painted CMU with a finish cap and will be 6' high. Theme column designs consist of areas of varying sized masonry units. • Secondary Walls: Utilized mainly for the rear and side yards of the homes towards roadways,will be 6' high. These walls are CMU block and will have painted finish, facing towards the outside of the community and will be painted CMU inside the community. • Partial View Walls: Used to provide privacy and visual breaks on specific surrounding roadways. These walls consist of 4.5' high CMU block and will have painted CMU facing inside/outside the community. There will be 1.5' high decorative wrought iron,painted fence panels on top of the CMU. The Havenly Superstition will have entry monument signage at both main access points into the community that provides a sense of neighborhood arrival. It is anticipated the monument signage will be designed with colors and materials highlighting the The Havenly Superstition's overall community character through using materials such as masonry, decorative tile, stucco and brick inspired block. This signage will be aesthetically pleasing and will follow the City's guidelines for monument type signage. V. MISCELLANEOUS A. Parking The Havenly Superstition will contain at-grade surface parking. See Exhibit 2, Preliminary Site Plan, for parking counts,by type of parking provided. The Havenly Superstition provides 298 parking spaces (where 298 are required). Within The Havenly Superstition,parking spaces include combinations of uncovered spaces, metal carport covered spaces and leasable, single-car garage spaces. There will be 1 designated, covered parking space per leased home. Single-car garage spaces will be designated for operable vehicle storage only and not for household 4 storage. Allowed garage usage terms will be written into home leases and will be enforced by the property manager. B. Phasing It is anticipated that The Havenly Superstition will be constructed in one phase. VI.PROJECT TEAM Developer: Keystone Homes Attn: Rich Eneim, Jr. Chris Hundelt 7550 E. McDonald Drive, Suite G Scottsdale, AZ 85250 Phone: (480) 428-1001 En ice: Bowman Consulting Attn: Nathan Larson 1295 W Washington Street, Suite 108 Tempe, AZ 85281 Phone: (480) 629-8830 Landscape: McGough Adamson Attn: Nick Adamson 535 E. McKellips Road, Suite 131 Mesa, AZ 85203 Phone: (602) 997-9093 Zoning & Entitlements: Burch& Cracchiolo, P.A. Attn: Brennan Ray 1850 N. Central Avenue, Suite 1700 Phoenix, Arizona 85004 Phone: (602) 234-8794 VII. CONCLUSION The Havenly Superstition is a high-quality residential community that meets and exceeds the City's quality and design while meeting the General Plan goals. Developing the Site with single-family residences will provide additional housing choices for people seeking to live in the Downtown Redevelopment Area. The Havenly Superstition creates a sustainable solution for this Site and an attractive presence in the area. We request your approval. Keystone Homes 5 Site Summary: Area Calculations: Parking Required: Unit Mix: 1 .5 Spaces / I BR x 69 = 103.5 1 Bedrooms : 69 (41 .6%) 2.0 Spaces / 2BR x 80 = 160 2 Bedrooms : 80 (48.2%) Total Homes Gross Site Area : ± 15.00 Acres 2.0 Spaces / 3BR x 17 = 34 3 Bedrooms :----------------17.....(__I__0.2 o Plan 1 (722 SF I BR/ I BA) : 42 (25.3%) Gross Density : ± 1 1 .07 Homes per Acre _____------, -------------------- ------------------ ---------- -------- ____ ---------------------------------------- _Z)_ Total Required = 297.5 Total : 166 Plan 2 (804 SF/ I BR/ I BA) : 27 ( 16.3%) Plan 3 ( 1 ,072 SF/2BR2BA) : 51 (30.7%) Net Site Area : ± 12. 14 Acres Parking Provided: Plan 4 ( 1 ,095 SF/2BR/2BA) : 9 (5.4%) Net Density : ± 13.67 Homes per Acre Garage Spaces = 12 Total Rentable Plan 5 ( 1 ,246 SF/3BR/2BA) : 16 (9.6%) *Note: Net site area excludes 50' Superstition Blvd. Carport Spaces = 154 Square Footage : ± 165,622 SF Plan 6 ( 1 ,418 SF/2BR/2BA) : 7 (4.2%) ROW, 40' Royal Palm Road ROW, 25' Colt Road ROW, Uncovered Spaces = 132 Plan 6X ( 1 , 145 SF/2BR/2BA) : 7 (4.2%) and I O' landscape buffers on all sides Total Provided = 298 8 SF/3BR/2BA) : 7 .20o - --- ----------------------------------- _____ �)_ Total : 166 Overall Parking Ratio = 1 .8: 1 __7W __ --------- I 1�111 'I"'11,0111" IV," MV ,',IV � I " _7 1%� P PT ��OW-,,', V, ,q7 "T1101,111, "o,"""", -� """q�, " ­­ w........." 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J " 1% �� � � " I # ,�ntqll ,* P � p, 0 " 101 4, " Z, % ,"a , P4� �11,11, , I , �41 I , � �­��,; , V, > , I � 1 � , '11 I',' ----------�,-----�.-------.--.-------.----.-- ,, " ,� ----_.-J,LAk----------------------------------------------------- , , F" �, , , 11� I , 11 i I , '' 1�11' *k- ,�I'll,,k ,,, ), 41reft, "' ':I* , , I "'o, g'II,I',, a' 40"' �, � 11 , ,", I �, , ", Original Scale : 'ok ", "'11, "! �, , 11011,111, L , � 11 ,,, , 1111 ,*", " ,\% It" 1011!1� 10111111 ,,";!,", "', , , 6 , ' ' k5 ,� I ""I I " "IV "', I ,,,,,, b , I , I W, 't I , I 11 % , , " "i", 1p, %,* , 10 , �/ A I I " " , , I , V,�",' I q ''M I " " "I", , " "' .. .....I , �, 111 ,k, i , ", , %%%%%%%% ","",'' '' , 11 ,� >4 1,I , 1 - , 11,"L 111111i ,�%11 ,,V�I'l��/ ________._.___.________i_0 1L. , -,� i, "I'M ,,� I :`, ,,,,,, ,.,," g1 2�,�l"rt-li,,----------.----�----�----�--- 1, ,>, ­1 'i " " " 1 - "I'l-I.-L-Al , a - __ �, , i __ _ - 1 , '.1% & "O A, j i'll" 111"If" _--k ________1 __,_____Ad6L__.______._ RL-,A-----.--------------------�--�,-�-----,---.--��----L-�---�i� ­111w- ------..--.--11, ---------------------.--��------.------------------ , 1� I ___ ____ if M", 1&__A__A�__._1'_, # --------- -1 -411-_ - _________, - Bassenian I Lagoni I N FORMATIONAL S I T E P L A N ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T I 0 N 07 . 22 . 2 1 ___----------_________--------�����������---------�������������������������������������������������. --------_________________________--------------------------------------�-------�--------�---------------------------_____________________________ -------------- ----------- 2031 Orchard Drive,Suite 100 Apache junction, Arizona Newport Beach, CA USA 92660 Note: tel. +1 949 553 91 00 This yield study is for the purpose of estimating the maximum density of a residential fax+1 949 553 0548 0 20 40 80 product type on a site of a given configuration. If specific entitlement requirements differ KEYSTONE I I I 1 771 3 3 1 . 2 1 070 from the criteria shown on the plan (such as setbacks, minimum lot sizes, street standards, I - SCALE: I" = 40'-O" retention requirements, etc.) then the actual possible density may vary substantially. i. �r r { t: } r, i 4 tt w �f s x Y Yt; {t ttj p a tt.w t4 y 4 t {j m kf r iy tY tt� ..,.;� s,t ,t{s.s s ti,jt ,.tg? f ,,,•}1 ...5,.,: fi 1 1. F � {4 J .t; ...n 4s k :, .Sr �, .4�. ��rN, tt t �r t t i k ` it 3t�t vk�Y y, r »t4 Y}fiy4 t' J�I°ra LEGEND City of Apache Junction Street Names Pinal County ParcelsN Municipal Boundary 0County Boundary CITY0FAPACHE JUNCTION ` ElApache Junction PINALCOUNTY September22, 2021 0 0.045 0.09 m Content maintained by the Apache Junction G[S Div ision EAST SUPERSTITION BOULEVARD 10TANDSCAPE SETBACK 33' R.O.W. CONCEPTUAL PLANT PALETTE TREES (24" BOX MIN)) MULGA(ACACIA ANEURA) NOTE:TREE SYMBOLS SHOWN ARE MEANT TO 90 1)1 IRS cl. ASH TREE(FRAXINUS SPECIES) DEPICT DIVERSITY OF PLANT MATERIAL AND E-1 ACACIA(ACACIA SPECIES) LOCATIONS ONLY.TREE SYMBOLS MAY BE ANY 0 ".t DESERT WILLOW(CHILOPSIS SPECIES) OF THE TREES LISTED WITHIN THE PALETTE AND WILL BE DETERMINED AT THE TIME OF 0 ELM TREE(ULMUS SPECIES) IMPROVEMENT PLANS ONCE THE SITE PLAN AND LANDSCAPE DESIGNS ARE FINAL. TEXAS EBONY(EBENOPSIS EBANO) PALO VERDE(PARKINSONIA SPECIES) z PISTACHE SPEJES EDESTRIAN SAGUARO CACTUS SPECIES HERITAGE LIVE OAK(QUERCUS VIRGINIANA'HERITAGC) ATE (TYP.) < E(PROSOPIS SPECIES) c L-01 > MEDITERRANEAN FAN PALM(CHAMAEROPS SPECIES) IN �,,isic DATE PALM(PHOENIX SPECIES) qg 0 $4774, k �1� 11111�11' 5 GAL. MIN. SHRUBS BOUGAINVILLEA(BOUGAINVILLEA SPECIES) RUSSELLIA(RUSSELLIA SPECIES) DESERT BIRD OF PARADISE (CAESALPINIA SPECIES) 0 414, FAIRY DUSTER(CALLIANDRA SPECIES) 2, BRITTLEBUSH (ENCELIA FARINOSA) 0 OUTBACK CASSIA(CASSIA SPECIES) EMU BUSH (EREMOPHILA SPECIES) TEXAS SAGE (LEUCOPHYLLUM SPECIES) F BAIA RUELLIA(RUELLIA PENINSULARIS) SALVIA(SALVIA SPECIES) YELLOW BELLS(TECOMA SPECIES) < ACCENT PLANTS- 5 GAL. MIN. z U AGAVE(AGAVE SPECIES) U-j ALOE(ALOE SPECIES) DESERT SPOON(DASYLIRION WHEELERI) CACTUS SPECIES mar, HESPERALOE SPECIES OCOTILLO(FOUO PEDESTRIAN UIERIA SPLENDENS) SA'l GATE (TYP.) PRICKLY PEAR(OPUNTIA SPECIES) MUHLENBERGIA(MUHLENBERGIA SPECIES) 0* BOUTELOUA(BOLITELOUA SPECIES) 4 < NOLINA(NOLINA SPECIES) LADY'S SUPPER(PEDILANTHUS MACROCARPUS) Ilk, YUCCA(YUCCA SPECIES) GROUNDCOVER-3 GAL. MIN. CL LANTANA(LANTANA SPECIES) IRENE ROSEMARY(ROSMARINUS SPECIES) < L-AVL, z Lw >_ ACACIA(ACACIA SSPECIES) 40 0 WEDELIA(WEDELIA SPECIES) DECOMPOSED GRANITE g"t 2"DEPTH MIN.COLOR AND SIZE:TO BE DETERMINED 2"DEPTH MIN.COLOR AND SIZE:TO BE DETERMINED AT PRIVATE YARDS M z ARTIFICIAL TURF. COLOR:TOBE DETERMINED -MIDIRON' HYBRID BERMUDA SOD (OR HYDROSEED VAR. BLACKJACK) TURF j q'im r VICINITY MAP PEDESTRIAN DEVELOPER GATE (TYP.) KEYSTONE HOMES 7550 E. MCDONALD DR. SUITE G ............. SCOTTSDALE, ARIZONA 85250 SITE j JE.SUPERSTITION (602) 499-0710 BLVD. CONTACT: CHRIS HUNDELT chundelt@keystonehomesaz.com "DOG "j, PARK LANDSCAPE ARCHITECT MCGOUGH ADAMSON 0 535 E. MCKELLIPS RD. SUITE 131 MESA,ARIZONA 85203 1 ' LANDSCAPE (602) 997-9093 ft SETBACK CONTACT: NICK ADAMSON PEDESTRIAN "'J nicka@mg-az.com GARAGE UNIT(TYP.) COVERED PARKING (TYP.) 33' R.O.W. GATE(TYP.) ........ .......... VEHICULAR GATE (TYP.) ............ NOTES 1. DUE TO PLANT MATERIAL AVAILABILITY, SUBSTITUTIONS FOR PLANT MATERIAL LISTED ABOVE MAY 14 BE USED. ANY ALTERNATES OR SUBSTITUTIONS MUST BE ON THE ADWR LOW WATER USE PLANT LIST, 25' DEDICATION SETBACK ROM TYLANDSCAPE SETBACK 2. SUB-SPECIES OR HYBRIDS OF PLANT MATERIAL LISTED ABOVE MAY BE USED AS ALTERNATES/SUBSTITUTIONS. 5 3.ADDITIONAL PLANT MATERIAL MAY BE ADDED TO THE LIST ABOVE DUE TO UTILITY COMPANY OR H.O.A. REQUESTS AND/OR PLANTING RESTRICTIONS WITHIN UTILITY EASEMENTS. 4. NO TREES TO BE LOCATED WITHIN THE P.U.E. OR ANY OTHER NOTED ESMT. 1 O' LAN DSCAPE SETBACK PRIVATE YARD (TYP.) MCGOUGH NORTH ADAMSON A It ff Lanckc,ape Ho E sHl a MI wff u UN SCALE: 1 =501-Olt T v E &I Na Lft, 'rS #f I& PErmw& STIT11#0� & Arcl")itocts PRELIMINARY LANDSCAPE PLAN Land ---------- ------- Al`%AC H E JU INC T I ur' N, A R I ZUINA Of 2 5' 5 0' 100' isol JULY 19TH, 2021 EAST SUPERSTITION BOULEVARD WALL PLAN LEGEND 6' HT. PRIMARY THEME WALL. SEE ELEVATION WBELOW. .. . ...... ...... . ......... 101 6' FIT. FULL VIEW FENCE. SEE ELEVATION 'B' BELOW' . 6' HT. BUILDER WALL. SEE ELEVATIONVBELOW. PROJECT THEME COLUMNS r PROJECT ENTRANC TRACE SIGN MONUMENT PEDESTRIAN GATE (TYP.) < - — ------ ----------- ------- C PEDESTRIAN ACCESS GATE J 0 711 1 6" CMU BLOCK -d z L . . ...... POOL 6#41 -----------il-I I I- -- --------- L MAX L6J F 00000 7 FINISH GRADE it cc ............- PRIMARY THEME WALL ............................... r------- r r PE . GATE IRON F D ENCING PEDESTRIAN GATE (TYP.) I fill [1,............... --7L , < 61-0" IL MAX ............... J INISH GRADE I I Ll UWE] < _J > 41 C) ........I lJ FULL VIEW FENCE C. 0 z ....... 12' ±O. . C i -------- PEDESTRIAN GATE (TYP.) 61-01% MAX .......... M. F-r FINISH GRADE I L=j —7— DOG PARK 417 BUILDER WALL -------- PEDESTRIAN GATE (TYP.Sw - --- - - ----- VEHICULAR GATE (TYP.) VICINITY MAP sa DEVELOPER KEYSTONE HOMES ..................... SCOTTSDALE,ARIZONA 85250 PEI ESTRIAN GATE (TYP) 7550 E. MCDONALD DR.SUITE G SITE 7- E.SUPERSTITIOII BLVD. CONTACT: CHRIS HUNDELT (602) 499-0710 j— chundelt@keystonehomesaz.com C-1 AE A? ......... LANDSCAPE ARCHITECT MCGOUGHADAMSON S35 E. MCKELLIPS RD. SUITE 131 MESA,ARIZONA 85203 7 (602) 997-9093 CONTACT: NICK ADAMSON +�j nicka@mg-az.com MCGOUGH E ADAMSON NORTH SCALE 1 =501-011 ST IT 1A Landscape THE 1 0 AVE &N' L"'Y'f S U r** U I N A- rchitects PRELIMINARY WALL PLAN Land APACHE JUNCTION, ARIZONA 0' 25' 50' 100, 150' JULY 19TH,. 2021 8"X8"Xl 6" CMU WALL WITH SMOOTH STUCCO FINISH. PAINTED SHERWIN SIGN MONUMENT SIGN TO BE FREE STANDING WILLIAMS'RICE GRAIN' (SW6155) ADJACENT TO THEME WALL (TYP.) REVERSE PAN CHANNEL LETTERS. 8"X8"Xl 6"STACKED CMU BLOCK. SIGN WALL TO BE UPLIT PAINTED SHERWIN WILLIAMS 'CURIO GRAY (SW0024) STEEL RAIL. PAINTED SHERWIN WILLIAMS 'CAVIAR' (SW6990) WX4"X16" STACKED CMU BLOCK. 5729 PAINTED SHERWIN WILLIAM *,BEST 8"X8"X16" STACKED, SINGLE SCORE BRONZE'(SW6160 CMU BLOCK. PAINTED SHERWIN WILLIAMS 'CURIO GRAY (SWO024) 6"WN16" STACKED,SMOOTH 68 y4""w" al)", M CMU BLOCK. PAINTED SHERWIN WILLIAMS'CURIO GRAY (SW0024) 61 ui , P r", T1 ENTRANCE MONUMENT it - I-oll SCALE.- 1/2 - 1 STEEL POST. PAINTED SHERWIN WILLIAMS 'CAVIAR' (SW6990) STEEL RAIL. PAINTED SHERWIN WILLIAMS 'CAVIAR' (SW6990) STEEL PICKET. PAINTED SHERWIN WILLIAMS 'CAVIAR' (SW6990) 8"X8"Xl 6" STACKED, SINGLE SCORE CMU V SHERWIN WILLIAMS 'CURIO GRAY (SW0024) 6"X8"Xl 6"STACKED, SMOOTH CMU BLOCK. si PAINTED SHERWIN WILLIAMS'CURIO GRAY (SWO024) "mv- EXTERIOR PEDESTRIAN ACCESS GATEWAY It i $-off SCALE: 1/2 MCGOUGH ADAMSON lag f%L I I NJ v Ll" S U 2"k E *""6ST I T I THE LA E N Ard"utects PRELIMINARY WALL AND MONUMENT DETAILS Land Flanning APACHE JUNCTIONf, ARIZONA Irrigation JULY 19TH,. 2021 FLOOR/ROOF PLANS & ELEVATIONS Typical Pod Layout - Most units will have a private yard that will be partially defined by the neighboring house. This is why some of the wall elevations are void of windows or architecture to maintain privacy. RPM .......... ---------r-'T 7 7- PRIVATE REAR YARD TO HOME RELATIONSHIP EXAMPLE '11". mi,I w Mm .1 IN pok, 'a 11111111,111 k I wil, 111twill Paseo/Park Scene .......... I �2' Royal Palm Street Scene C D G 10� 2 '06"",v" "Yk: ""OEM *w a LLJ LLJ 7, tv wwl, ia��," At "F 4J +1 I0 00 ------------------------------------------- --------------------------- ......... -------- ----------- REAR FRONT A MATERIAL LEGEND_ A. CONCRETE 'S'TILE B. STUCCO C. DECORATIVE GABLE END D. STUCCO OVER FOAM TRIM E, DECORATIVE LIGHT FIXTURE F. DECORATIVE TILE G. WINDOW H. AWNING ROOF 10M I I LEFT 3,5-12 33:12 ROOF PLAN A PITCH: 4:12 U�N.O RAKE: TIGHT EAVE: 12" ROOF MATERIAL: CONCRETE "S" TILE RIGHT PLAN I Bassenian I Lagoni Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Architects E ri U 07 . 15 . 21 T ' ' AVENLY S ' ' PERSTITION Apache junction Arizona 0 2 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S -------........- 361-211 lop 291-511 61-811 /I r 3-05-0 S.-H. ---------------8080 SL.---GL.-DR-------------------- I --3050--S-H----- ---3-05-0--S.H. AC vi REF. I I - II /�, , —----------- - -4 Ln D.W. --------------- DINING El 10'-1" CLG. 0 10 GREAT L 010 ROOM M! x 12 10 KITCHEN 10'-1" CLG. 10'-1" CLG. ............. C�4 rvoo R �7--11 LL If IF 48 6 > R vi C) BA. m MASTER %0 9'-1 CLG. 9'-1 CLG. CD BEDROOM Ln 130 x114 W 9'-1 C LG. W. 1 630 S.H. 2040 S.H. 2040 S.H. PLAN I A TARGET: 725 SQ. FT. I BEDROOMS / I BATHS FLOOR AREA TABLE TOTAL LIVING 722 SQ. FT. Bassenian I Lagoni PLAN I A PORCH 118 SQ. FT. ARCHITECTURE - PLANNING - INTERIORS R e f I e c t s S p a n i s h E I e v a t o n NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 21 Apache j unction Ari zo n a 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 H 0 M E S D E C F 8 10"A..... gg" mmf 2& 11,1"Al #6 '26V �s LU Lul LU A w"", 411�III "%i' , 4", UX, R +1 44 01-- co "'e ------------------ REAR FRONT C MATERIAL LEGEND_ A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM D. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS G. +2" FOAM BAND TRIM LEFT -------- ------- --- ------------------ - ROOF PLAN C PITCH: 4.12 RAKE.- N/A EAVE- 12" ROOF MATERIAL: CONCRETE FLAT TILE A-1 RIGHT PLAN I Bassenian I Lagom Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS It Copyright 2021 Bassenian I Lagoni Architects T *ri* E 'HAVENLY SUPERSTITION 07 . 15 . 21 Apache junction Arizona 0 2 4 8 33 1 . 2 1070 KEYSTONE H 0 M E S -------........— 35'-8 1 /2" #* 291-511 61-011 /I r 3050--S.-H------- --------------8080--SL.---GL.--DR-------------------- 3050 S.H. 3050 S.H. ----------- AC REF. —---------- Ln D.W. DINING 9'-1 CLG. 0105 GREAT 010 ROOM 19�! x 12 LO KITCHEN 9'-1 C LG. 9'-1" CLG. 9'-1 G. Ln 0 C�4 rV00 48 6" PANTRY LL Vi V) CD BA. C) Ln m 91 C MASTER a %0 '-1" CLG. 1 11 LG. Ln BEDROOM V-- 130 x114 9'-1 C LG. W. 1630 S.H. ............ ------ IL 2040 S.H. 2040 S.H. PLAN I C TARGET: 725 SQ. FT. I BEDROOMS / I BATHS FLOOR AREA TABLE TOTAL LIVING 722 SQ. FT. Bassenian I Lagoni PLAN I C PORCH 106 SQ. FT. Reflects Modern Prairie Elevation NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION ARCHITECTURE - PLANNING - INTERIORS Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 21 Apache j unction Ari zo n a 3 3 1 . 2 1070 KEYSTONE -------------- H 0 M E 5 ----------- C +1 4-J OD ------------ ---------- --------- REAR FRONT A MATERIAL LEGEND A. CONCRETE 'S'TILE S. STUCCO C. DECORATIVE GABLE END DETAIL D. STUCCO OVER FOAM TRIM E, DECORATIVE LIGHT FIXTURE F. DECORATIVE TILE G. WINDOW H. AWNING ROOF I'M maim t77777771 LEFT rw"M ow"M 33:12 110".0"O.Mw IOWA 00110"'Iffma ---- ROOF PLAN A PITCH: 4:12 U.N.0 RAKE: TIGHT EAVE: 12" ROOF MATERIAL: CONCRETE "S" TILE ............................. ....... RIGHT PLAN I DUPLEX Bassenian I Lagoni Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Architects E T ri H' Ak VENLY SUPERSTITION 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S -------........- 721-411 J# 61-811 291-611 291-611 61-811 40' AC ------------------------------------------------------------- ----------- ---3-05-0--S.H.--- ------------8080--SL-.-.-GL.-DR---------- 3-05-0--S.-H----- 3050 S.H------ -------- ----- Own 011mam, ..................... REF. Ln - --------- —----------- 0 4--: --4 Ln D.W. I'llffillyll ----------- r,� 11 DINING 10'-1" CLG 010 1 010 I I I GREAT � 010 010 � ROOM M! X 12 10 KITCHEN 10'-1" CLG. 10'-1" CLG. Ln 0 C�4 rvoo Hl PANTRY LL 48 6" LINEN till R BA. MASTER 9-1" CIL 9'-1 CLG. CD BEDROOM Ln 130 X114 9'-1 CLG D. W. 1630 S.H. —1-11-1-111,....................... 2040 S.H. 2040 S.H. PLAN I A - DUPLEX TARGET: 725 SQ. FT. I BEDROOMS / I BATHS FLOOR AREA TABLE TOTAL LIVING 722 SQ. FT. Bassen"lan I Lagoni PLAN I A DUPLEX PORCH 118 SQ. FT. ARCHITECTURE - PLANNING - INTERIORS R e f I e c t s S p a n i s h E I e v a t i o n NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 21 Apache junction Arizona 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 H 0 M E S QA) 'F ................. ... . ....................... h" +1 4-) T' 00 ..... ......... -------------------------- --------------------- .... ...... I-1-11------------------------- ------------------------I----------------- R EA R FRONT C MATERIAL LEGEND A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM D. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS i ME "Al oo I I 77, —1111117�10$01611'�C'1110 W�111 r,31101 me"', LEFT -- -- ------------------------------- 1< --------------------- ------ ------- ------------- & t ROOF PLAN C PITCH- 4.-12 ter-114* RAKE: 12" EAVE: 12" ROOF MATERIAL: CONCRETE FLAT TILE �As t"Aal '17 B'111-11��' Jw 0,01" 'g"N'q, 'Now Ill RIGH I PLAN I DUPLEX Bassenian I Lagom Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Architects THE mAVENLY SUPERSTITION 07 . 15 . 2 1 Apache junction Arizona 0 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S -------........ &# 711-711 J# 40" V 61-3 1 /211 291-611 291-611 6'-3 1 /2" AC ---------------------------- -------------------------- -3-05-0-S.H.--v"", .......— ------------8080 SL.---GL.-DR---------------------- 3050 S.H. 3050 S.H. ----------------------------------- WMERWAIRIAN REF. - - -------------- I I I I I I - —----------- -- 4-- ----4. 4- --4 I D.W. -- ------------>--< E-- ---------------�j I DINING 9'-1 CLG. 010 010 1 I g 11 GREAT Mo I L 11 11 ]] 01 ROOM 0 � KITCHEN 19�! x 12LO P R 9'-1 CLG. 9'-1" CLG. 9'-1 CLG. F— z 0 C�4 rV00 PANTRY U- 48 6" 4WV mal----- L MASTER LG. 9'-1 CLG. BEDROOM Co Ln CD 130 X114 Ln 9'-1 C LG. D. W. 1630 S.H. limmmmmmmomm, 2040 S.H. 2040 S.H. PLAN I C - DUPLEX TARGET: 725 SQ. FT. I BEDROOMS / I BATHS FLOOR AREA TABLE TOTAL LIVING 715 SQ. FT. Bassenian I Lagoni PLAN I C PORCH 63 SQ. FT. Reflects Modern Prairie Elevation NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION ARCHITECTURE - PLANNING - INTERIORS Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 21 Apache j unction Ari zo n a 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 H 0 M E 5 ------------- A D G 104 "14P it +1 44 00 NOW:: ---- ---- -------------------------------------------- -- -------- ------- ------­------------------------- ----------------------------- ------------------------------------- REAR FRONT A MATERIAL LEGEND_ A. CONCRETE 'S'TILE B. STUCCO C. DECORATIVE GABLE END DETAIL D. STUCCO OVER FOAM TRIM E, DECORATIVE LIGHT FIXTURE F. DECORATIVE TILE G. WINDOW H. AWNING ROOF LEFT --------------------- L------ ROOF PLAN A PITCH: 4:12 A16 RAKE: TIGHT EAVE: 12" ROOF MATERIAL: CONCRETE "S" TILE R I G 1-1 T PLAN 2 Bassenian I Lagoni Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Architects E ' ' AVENLY S ' ' PERSTITION T ri ri u 07 . 15 . 21 Apache junction Arizona 0 2 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S -------........- &# 36 1-011 1212 FAUX 1212 FAUX WDW. WDW. + MIA' INEZ 00 ' F------ 0 0 ---------------— MASTER I KITCHEN BEDROOM 10'-1" CLG. Ln 13-Z X 122 a 4- DINING Lf) 9'-1 CLG. Ln 10'-1" CLG. LL: I 1 0 D.W. 00 Lau:� Cl 1 00 ------------- -------------- Z C�4 GREAT 9.- ROOM I" CLG. Ln D.1 13 1 X 12 C14- 10'-1" CLG. WI 7t AC 00 -—-------------------------- BA. 9'-1 C LG. CNN 60" 36" r" P H 10' LG. ---------------------- `�3�050 S.H�. '�305O S.�H. ')n4n �4 I -,05AN'. FRONT PLAN 2A TARGET: 800 SQ. FT. I BEDROOMS / I BATHS FLOOR AREA TABLE TOTAL LIVING 804 SQ. FT. Bassen"lan I Lagoni PLAN 2A PORCH 41 SQ. FT. ARCHITECTURE - PLANNING - INTERIORS Ref I ects C o nte m porary Span ish E I e v a t i o n NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 21 Apache junction Arizona 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 H 0 M E 5 ------------- ..... ................. ............................ .... 00 01, —77777-7—MIL R --Ad ......... ..... --—---------------------------------------- ----------- —------------------ REAR FRONT C 1/4"=I'-0" MATERIAL LEGEND_ A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM D. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS MR, vi LEFT ----- -- ------------- ----- j L ----- AL t ROOF PLAN C PITCH: 4:12 RAKE: 12" EAVE: 12" ROOF MATERIAL: CONCRETE FLAT TILE MIN>1 M RIGH"T PLAN 2 Bassenian I Lagom Modern Pral rie Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Ardiftects 11 AV` E N L Y u T Fil E S P E R S T I T 10 N 07 . 15 . 2 1 Apache u ncti on Arizona 0 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S -------........ &# 36 1-011 1212 FAUX 1212 FAUX WDW. WDW. + MIA' INEZ 00 ' F------ 0 0 ---------------— MASTER I KITCHEN BEDROOM 9'-1" CLG. Ln 13-Z X 122 a 4- DINING Ln 9'-1 CLG. Ln 9'-1 CLG. LL: I 1 0 D.W. 00 Lau:� C1 00 ------------- -------------- z < I.......... GREAT ROOM vi 9'-1 CLG. C1 Ln D. 13-L X 12 3 Co 4.----4 9'-1" C LG. AC 00 -—--------------------- BA. 9'-1 C LG. LL: r*4 60" 36" C'4 P H 91 1 G. I------------------------------------------ 2040 S.H. 3050 S.H. 3050 S.H. 3050 S.H. FRONT PLAN 2C TARGET: 800 SQ. FT. I BEDROOMS / I BATHS FLOOR AREA TABLE TOTAL LIVING 804 SQ. FT. Bassenian I Lagoni PLAN 2C PORCH 48 SQ. FT. Reflects Modern Prairie Elevation NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION ARCHITECTURE - PLANNING - INTERIORS Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 21 Apache j unction Ari zo n a 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 H 0 M E S !""T"7-7,777 V J - 111� 0 x'' "M NO +1 00 A0 ........... REAR FRONT A MATERIAL LEGEND_ A. CONCRETE 'S'TILE B. STUCCO C. DECORATIVE GABLE END DETAIL D. STUCCO OVER FOAM TRIM E. DECORATIVE LIGHT FIXTURE F. DECORATIVE TILE G. WINDOW H. AWNING ROOF M J... .......... Al ---------------- R I GH1 T ME ROOF PLAN A PITCH: 4.-12 41r.11-V RAKE: TIGHT EAVE: 12" ROOF MATERIAL: CONCRETE "S" TILE LEFT PLAN 3 Bassenian I Lagoni Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Architects T- HE HAVENLY S U P E R S T I T 10 N 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S -------........- 41-611 431-511 C) - 1 0% AC 5050 SL. 5050 SL. 8080 SL. GL. DR. 12 F.G. 1212 F.G. 1212 F.G. % ---------------------------------- ---------------------------------- 2�r C4 MASTER Ln (D BEDROOM DINING Ln > 10'-1" CLG. 11 9 "( 124 ----- - ? 101-11' CLG. BEDROOM 2 114 X100 10'-1" CLG. 0 GREAT LL- Ll EN Cl ROOM 192 X 159 &MEMM I 10'-1" CLG. r*-4 d ,rv-- BA. 2 ( 10'-1" CLG ------------ -------------------------------- 11 4------44------ 60"x 32" D.W. Ll ---- ---- -f MASTER REF. 1212 F.G. BATH 10'-1" CLG. KITCHEN 10'-1" CLG. 0 1 CLG. 6 6" L------------- -0 0 --- ---------- 00 -------------------------------------------------- 1212 FAUX 121 2 FAUX WDW. WDW. PLAN 3A TARGET: 1 ,050 SQ. FT. 2 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 19072 SQ. FT. Bassenian I Lagoni PLAN 3A PORCH 68 SQ. FT. ARCHITECTURE - PLANNING - INTERIORS Ref I ects C o nte m porary Span ish E I e v a t i o n NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 21 Apache junction Arizona 3 3 1 . 2 1070 KEYSTONE ------------- H 0 M E 5 ------------ ----- ----- Ln +1 4-0 00 REAR FRONT C 114"=1 4-009 MATERIAL LEGEND A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM D. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS RIGHT ------------ ROOF PLAN C : 4: RAKE: 12" EAVE: 12" ROOF MATERIAL FLAT CONCRETE TILE .......... LEFT PLAN 3 Bassenian I Lagom Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoini Architects THE 'ri' AVENLY SUPERSTITION 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S -------........- 41-611 431-511 C) - 1 0% AC 5050 SL. 5050 SL. 8080 SL. GL. DR. (3) 1212 F.G. -----------------—- -------------- + -------------- ---------------- ----------- -—----------- V) MASTER CD Ln a U BEDROOM DINING Ln > 10'-1" CLG. I 1 9 124 ,nEva� BEDROOM 2 9'-1 C LG. 114 X100 z 10'-1" CLG. 0 r-10 Vi GREAT lu_ Co V C1 LINE 4714- ROOM 9 2 — X 15 9 10'-1" CLG. CLG. BA. 2 ( mi m,� 101-1" CLG z CD ------------ D7tj1 ------ 60"x 32" D.W. MASTER REF. 1212 F.'G. BATH 4714 9'-1 CLG. KITCHEN 10'-1" CLG. 6 6" L------------ 0 0 ------------ -mir_11 I'm 00 101-111C 1212 FAUX 1212 FAUX WDW. WDW. PLAN 3C TARGET: 1 ,050 SQ. FT. 2 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 19072 SQ. FT. Bassenian I Lagoni PLAN 3C PORCH 30 SQ. FT. Reflects Modern Prairie Elevation NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION ARCHITECTURE - PLANNING - INTERIORS Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 21 Apache j unction Ari zo n a 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 ------------­ H 0 M E 5 ----------- 7777771777777=,,, ............ 77777777 �yq +4 ..............., +4 00 .4 ju"y"'Ni" ................... Xd, ------------- ------------------ ---------- —-------------------------------------------------------- --------------- -----------------------------------—------------------------ I---------------------------------------------------—------ ------------ REAR FRONT A 1/4"=1*-0** MATERIAL LEGEND_ A. CONCRETE 'S'TILE B. STUCCO C. DECORATIVE GABLE END DETAIL D. STUCCO OVER FOAM TRIM E, DECORATIVE LIGHT FIXTURE F. DECORATIVE TILE G. WINDOW H. AWNING ROOF X;;; ...... .......... .. ..J.... 'N' ...... ... LEFT A**"*,WOO",O�", owl ROOF PLAN A I: jii PITCH: 4:12 RAKE: TIGHT ............... EAVE: 12" ROOF MATERIAL: CONCRETE "TTI LE !!!,j,x Q� .........- RIGHT PLAN 4A Bassenian I Lagoni Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS It It Copyright 2021 Bassenian I Lagoni Architects T A E 'HAVENLY SUPERSTITION 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S -------........- 41-611 431-511 AC 5050 SL. 8080 SL. GL. DR. 1212 F.G. 1212 F.G. 1212 F.G. ---------- —---------------I — i--- -----+� --- --------------------------------- ------- ---—---------------------- PANTRY vi REF. KITCHEN 10'-1" CLG. Ln MASTER 0 Ln 010 , EDROOM DINING 112 X121 10'-1" CLG. 010 0'-1" CLG. BEDROOM 2 E Ill X100 10'-1" CLG. D.W. D 1110 00 0 U- U- BA. 2 BA. LG(:::Ifl 101-11, C 101-11, C ----D�jr--- ------ 60"x 32" F60-x 32" GREAT .................... ........... MASTER LA ROOM 121 G. 121 C, BATH 152 X15-� 10'-1" CLG. 10'-1" CLG. Co Ln Ln n PO H CD PO H m m --------------------------------------- 60 6" —----------- —------------ --------------------------- VIA Ell m 1212 F.G. 1212 F.G. --- M -------- ---------------------------- 3050 S.H. 3050 S.H. I�11, SIDE ENTRY FRONT ATPORCH PLAN 4A TARGET: 1 ,050 SQ. FT. 2 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 1 p095 SQ. FT. Bassenian I Lagoni PLAN 4A PORCH 124 SQ. FT. ARCHITECTURE - PLANNING - INTERIORS Ref I ects C o nte m porary Span ish E I e v a t i o n NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 H 0 M E S ............ .. ........ 00 -I +1 00 mm 4%j ------------------------ ---------------- -------------------- --------------------------------- ----------------------------- ------------- ----------- REAR FRONT C 1/40=1 -oft MATERIAL LEGEND_ A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM D. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS LEFT ------------------------- -————— - ——————777 ROOF PLAN C PITCH: 4:12 Vr,�V& RAKE: 12" EAVE: 12" ROOF MATERIAL: CONCRETE FLAT TILE OWN RIGHT PLAN 4" Bassenian I Lagom Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Architects THE t'HAVENLY SUPERSTITION 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S -------........ 41-611 431-511 AC 5050 SL. 8080 SL. GL. DR. (3) 1212 F.G. --------- -- --------------- ------------ - - ------------- ---------------------------------- ------- ---------------*----------- PANTRY Vi REF. f-------t KITCHEN 10'-1" CLG. MASTER Ln � 01 Ln EDROOM DINING 10 1 112 X121 10'-1" CLG. 010 E 9'-1 C LG. BEDROOM 2 IAL III X102 7-- 10'-1" CLG. D.W. 1110 00 9'-1 CLG. BA. 101-111C ID ------------------------------ ------ 60"x 32" GREAT —------- MASTER a LA ROOM 121 G. BATH is 2 x 15 9'-1 CLG. 44 10'-1" CLG. Ln Ln P --------------------------------------- 6 6" --------------- --------------------------- VIA Ell m Moll 1212 F.G. 1212 F.G. --- ................. 2650 S.H. ' '2650 S.H. ' 2650 S.H. -4","�wx FRONT PLAN 4C TARGET: 1 ,050 SQ. FT. 2 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 19095 SQ. FT. Bassenian I Lagoni PLAN 4C PORCH 100 SQ. FT. Reflects Modern Prairie Elevation NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION ARCHITECTURE - PLANNING - INTERIORS Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 2 1 Apache j unction Ari zo n a 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 H 0 M E S ------------- G A E D 77- ------ ,7------------- 0 , wa A" ........... .......... +1 ow 4J ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------- ---------- ------------ ---------- ---------------- ........... ....... ............ I------- REAR FRONT A 1/4"=1*-0" MATERIAL LEGEND_ A. CONCRETE 'S' TILE B, STUCCO C, DECORATIVE GABLE END DETAIL D. STUCCO OVER FOAM TRIM E. DECORATIVE LIGHT FIXTURE ...Add F, DECORATIVE TILE G. WINDOW H. AWNING ROOF LEFT .......... ------- ----------- ---------- A ROOF PLAN A PITCH: 4:12 RAKE: TIGHT EAVE: 12" ROOF MATERIAL CONCRETE 'S' TILE ............... RIGHT PLAN 5 Bassenian I Lagoni Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Architects THE HAVE ikN' L "%T' ,0 S 'UPERSTITION 07 . 15 . 21 Apache junction Arizona 0 2 4 8 JA KEYSTONE 33 1 . 2 1070 H 0 M E S -------........- 41-611 441-011 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ (-4 2040 S.H. 2040 S.H. AC 60 6" 5050 SL. --------------- -- --------------- MASTER U- BEDROOM ----------------------------------------------------------------------------------------------------�j-- V) 12-9 X 122 Ln Cl 10'-1" CLG. Ln MASTER BEDROOM 3 I O�Z -4 102 BATH 101-1 LG. CLG. 8080 SL. GL. DR. vi C) LL: W. TIT11 EDINING - - - J41X jx4jx j b Z --4--4 134 X12�! 0 D. — Lf) BA. 2 10'-1" CLG. m 113� 0'-1" CLG. U— V) CD N 0 0 60"x 32" BEDROOM 2\\ 100 X102 —————————— LA GREAT 10'-1" CLG. Co Ln D W CD =7!k ROOM Ln U� LU 140 X174 C� I I —-------------- KITCHEN 10'-1" CLG. 10'-1" CLG. -4 ............. 7=k ———————---- 00 ————————— 00 . ................. -------------------------- F=F=====lr-kmm:t 1212 FAUX 1212 FAUX 2050 S.H. WDW. WDW. PLAN SA TARGET: 1 ,200 SQ. FT. 3 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 19246 SQ. FT. Bassenian I Lagoni PLAN 5A PORCH 112 SQ. FT. ARCHITECTURE - PLANNING - INTERIORS Ref I ects C o nte m porary Span ish E I e v a t i o n NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 21 Apache junction Arizona 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 H 0 M E S A-N. E F C A 8 7, 7777777777,7, ,-7T ------------ j 41 W SPEW g, 00, 74'11�, 'I i w" , Jl ------------------ ------- 7q......................... ----------------- REAR FRONT C MATERIAL LEGEND_ A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM D. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS 01 1 MI: 1 1 : MEN== ----------- LEFT ----------------------------- & t ROOF PLAN C PITCH- 4.-12 RAKE: 12" EAVE: 12" ROOF MATERIAL: CONCRETE FLAT TILE -------------------- RIGHT PLAN 5 Bassenian I Lagom Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Ardiftects THE rHAVENLY SUPERSTITION 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S -------........- 41-611 441-011 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------Ll------------------------------------ 2040 S.H. 2040 S.H. AC 60 6" 5050 SL. ------------------------- MASTER BEDROOM 129 X122 Ln C1 I 10'-1" CLG. Ln MASTER BEDROOM 3 PENN 101 x 101 BATH 10'-1" --LG. 10'-1" CLG. 8080 SL. GL. DR. --------------iMAWA ——------------ Co U� V Co rq r14 7 1 DINING b z F1 11� i -- - I -t--t 0 1 1 131 X12-� Lf) BA. 2 10'-1" CLG. 0'-1 CLG. U— Vi CD Co N4 0 60" 32" LINEN BEDROOM ------------- 100 X102 RC t- - t '-I" CL V) 10'-1" CLG. GREAT Co Ln D.W. 0 1 ROOM Ln I U� 140 X174 LU KITCHEN CLG------- 10'-1" CLG. 1 L---------- 0 0 7 0 77,Pro P 7 Pro Pro P 7 P 77 MAIN 1212 FAUX 1212 FAUX 2050 S.H. WDW. WDW. PLAN SC TARGET: 1 ,200 SQ. FT. 3 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 19246 SQ. FT. Bassenian I Lagoni PLAN 5C PORCH 126 SQ. FT. Reflects Modern Prairie Elevation NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION ARCHITECTURE - PLANNING - INTERIORS Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 2 1 Apache j unction Ari zo n a 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 H 0 M E 5 ------------- F G E A D ------- 777--- 7' 77 -7,75777- 7 77,7, 7,7' 77, 7-F, 7', x;7, 17, ­7 �T,�f!, ....... f,U 446 A*% 4,J 00 ggg +1 . .............. ......... A 4J N REAR FRONT A M A ATERIAL LEGEND- A. CONCRETE 'S' TILE B. STUCCO C. DECORATIVE GABLE END DETAIL D. STUCCO OVER FOAM TRIM E. DECORATIVE LIGHT FIXTURE F. DECORATIVE TILE G. WINDOW H. AWNING ROOF ---------- LEFT ---------------- ...................................................... ON ROOF PLAN A PITCH: 412 RAKE: TIGHT EAVE: 12" ROOF MATERIAL: CONCRETE "S" TILE Ax T­ .. ....................................... RIGH'T PLAN 6 Bassenian I Lagoni Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS It It Copyright 2021 Bassenian I Lagoni Architects M A V E N L Y U T E S P E R S T I T 10 N 07 . 15 . 21 Apache junction Arizona 0 2 4 8 7 01� 33 1 . 2 1070 KEYSTONE H 0 M E S -------........- 401- 1019 #* 41-611 -----------------------------------------------------------------------------------------------------------------------------—-------------------------------------- V ------------------------------------------------ 401- 1011 1-911 1 C:) 28 12 - I 0". AC 3050 F.G. 3050 F.G. 3050 S.H. 3050 S.H. 2060 F.G. 6080 SL. GL. DR. 1212 F.G. 6050 SL. ------- But, PANTRY —————-- REF. I -- ±7'-4" CLG. vi -4 rl U: KITCHEN Ln Lm 9'-1 CLG. Cl - MASTE Cn >-------- ININ 010 I -� X 122 zjc� E 010 2 X 1 3 0 1 -1 BEDROO 0 OPEN TO C-4 OLUME CL LL: >---------------- L'i 9'-1 C LG. BELOW 0 1. .1 U Ln -- ---------------------- Ln L J *10 "T----- 00 vi D.W. ------------ C) LOFT 101 X 172 9'-1 C LG. LL: M 0 ASTER R. cl� I U- BATH 9'-1 C LG. LINEN 1212 F.G. 1212 F.G. BEDROOM 2 GREAT 102 X100 1 60 6" 1 9'-1 C LG. ROOM I r*-4 ) Ln 13-1 X126 1212 F.G. Ln 9--1-"_CLG BA.1 91-1 11 CL N vi vi >x 1 Ln Lf) C> �01 1 0 cn 10 - ---------------- J Now timmm7ff, �050 S.H. 1212 FAUX 12 1�2-FAUX WDW. WDW. SECOND FLOOR F I R S T F L 0 0 R PLAN 6A TARGET: 1 ,300 SQ. FT. 2 BEDROOMS / 2 BATHS + LOFT FLOOR AREA TABLE FIRST FLOOR 19 148 SQ. FT. SECOND FLOOR 270 SQ. FT. TOTAL LIVING I p418 SQ. FT. Bassenian I Lagoni PLAN 6A PORCH 10 SQ. FT. ARCHITECTURE - PLANNING - INTERIORS Ref I ects Co nte m porary Span ish E I e v a t i o n NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 ----------- H 0 M E 5 --------------- 8 C 0 E F -77,7,-�-,,- -7,7 -7 ---7 7',7 �,Z�T,77-77 7,77 31, 011, 00 "V +1 4-J --------------------- .......... ...... REAR FRONT C 1/4**=1 1-0#0 MATERIAL LEGEND_ 1;i A. CONCRETE FLAT TILE B, STUCCO C. STUCCO OVER FOAM TRIM D, STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS ..................I ------------------ III"? omiimmmi m .............. ................. "R m 1, A w,"i", m 222mm LEFT ------- ----- ROOF PLAN PITCH: 4:12 RAKE: NIA EAVE: 12" ROOF MATERIAL. CONCRETE FLAT TILE RIGHT PLANALN At AV, Bassenian I Lagom Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Architects Tm" " E H' A 'VENLY SUPERSTITION 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 =1 33 1 . 2 1070 H 0 M E S -------........- 401- 1019 #* 41-611 -----------------------------------------------------------------------------------------------------------------------------—-------------------------------------- V ------------------------------------------------ 401- 1011 ---- --------------------------------------------------------------------------------------------------- 2 1-911 C:) 8 12 OL - I AC 1212 F.G. 1212 F.G. 1212 F.G. 3050 S.H. 3050 S.H. 3050 F.G. 6080 SL. GIL. DR. 1212 F.G. 6050 SL. -------------- PANTRY ±7'-4" CLG. Vi 4 U-i L M KITCHEN n Ln WAXAMANA 9'-1" CLG. -------- MASTE R 1E-1. 010 ININ —---------— I ± i -7 � i I BEDROO I 1 2 1 Z I Vi X 12 9 010 c) 9- 11 C - a r*_4 '-I LG E 11 X 13 0- Ln BEDROOM 3 Lm >---------------- 0 9'- ' CLG. 10-� X 102 U ----------------------------------- 9'-1" C LG. *%0 E F4 D.W. 00 Vi — ----------- FA LOFT LI: 0 X179 9'-1 CLG. BA. 3 91 d -I,, CLG. U:T 0 PORCH MASTER N 9'-1 CLG. U_ BATH 9'-1 CLG. NEN 2020 F.G 2020 F.G. BEDROOM 2 GREAT 102 X100 60 6" 9'-1 CLG. ROOM r*.4 134 X126 Ln C1 1212 F.G. Cn 9'--I-"-CLG 4� 4 BA. 91-1 11 CL Ln rn U-i 0 x C) Ln Ln 10 --- ---------------- EG:) "'m ME 2050 S.H. 1212 FAUX 1212 FAUX WDW. WDW. SECOND FLOOR Fl RST FLOOR PLAN 6C TARGET: 1 ,300 SQ. FT. 3 BEDROOMS / 3 BATHS + LOFT FLOOR AREA TABLE FIRST FLOOR 19 148 SQ. FT. SECOND FLOOR 461 SQ. FT. TOTAL LIVING 1 p609 SQ. FT. PORCH 27 SQ. FT. Bassenian I Lagoni P L A N 6 C NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION Reflects Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 E T 3 3 1 . 2 1070 —--------- H 0 M E S —----- G A C B D ............ Lu LU Q-6 +1 if, ........ +1 41 01i 00 1"a T:i;7771-7 '177 BAWL REAR FRONT A M ATERIAL LEGEND- A. CONCRETE 'S' TILE B. STUCCO C. DECORATIVE GABLE END DETAIL D. STUCCO OVER FOAM TRIM E. DECORATIVE LIGHT FIXTURE F. DECORATIVE TILE G. WINDOW H. AWNING ROOF ....................I DO -------------- ------------ ............ LEFT --------- ----- -- -------- ROOF PLAN A PITCH: 412 RAKE: TIGHT EAVE: 12" ROOF MATERIAL: CONCRETE "S" TILE ill i ! 11011 will", RIGHT PLAN 6X Bassenian I Lagoni Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS It It L-1 Copyright 2021 Bassenian I Lagoini Architects ri AV E N L Y U T E S P E R S T I T 10 N 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S -------........- 401- 1019 #* 41-611 -- -------------------------------------------------------------------------------- V ---------------------------I- --------- ---- --------------------------------------------------------------------------------------------------- C) - 1 ak. 6080 SL. GL. DR. 1212 F.G. 6050 SL. I IN PANTRY REF. vi 4 r771 LA KITCHEN 9'-1 CLG. C> MASTE ININ U BEDROO J 00 X100 9'-1" C LG. 010 112 X132 I U-i 9'-1 C LG. 0 0 0 ---------------- Ln - ---------- LU Z D.W. -------------- C) C4 C) MASTER 11 LL- BATH 9'-1 C LG. LINEN F7 0 BEDROOM 2 Ln GREAT 102 X100 60 6" AC 9'-1 C LG. ROOM 3 4 6 ' X 12- 91-1" CLG. 1212 F.G. 4 BA.1 C14 91-1 11 CL C) Ln 10 --- ---------------- 2050 S.H. 1212 FAUX 1212 FAUX WDW. WDW. Fl RST FLOOR PLAN 6XA TARGET: 1 , 150 SQ. FT. 2 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 1 145 SQ. FT. Bassenian I Lagoni PLAN 6XA PORCH 107 SQ. FT.- ARCHITECTURE - PLANNING - INTERIORS Reflects Contemporary Spanish E I e v a t i o In NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 H 0 M E S .1-1 B C D A E ------------------- OiL "v H ON, +1 gg, 01"11 011- - 00 #461 4U REAR FRONT C 1/4"=1'-0" MATERIAL LEGEND_ A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM D. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS G. +2" FOAM BAND TRIM -------------------------- ------ -- ------ ----- ------- LEFT --------- ----- -- -------- ROOF PLAN C PITCH: 4:12 RAKE: N/A EAVE: 12" ROOF MATERIAL: CONCRETE FLAT TILE RIGHT PLAN 6X Bassenian I Lagom Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Ardiftects A V E N L Y T H E rl S P E R S T I T 10 N 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 KEYSTONE .......................I.............................. 33 1 . 2 1070 H 0 M E S -------........- #* 401- 1019 J# 40, 40, -- -------------------------------------------------------------------------------------------- ---------------------------I- ------------------------- --------------------------------------------------------------------------------------------------- 6080 SL. GL. DR. 1212 F.G. 6050 SL. t------- ------------- PANTRY ------- REF. Vi 4 r771 rq L'i Ln KITCHEN 9'-1 CLG. MASTE ININ BEDROO J LA 00 X100 ' 010 CLO: 11 .2 X130 t::ri I Lm I 010 4� 9'-1 C LG. ---------------- -- - -------------- Z LU Z 4-- FF7� W. D. -------------- MASTER U- BATH 9'-1 C LG. LINEN P Fm '-I" CLG. D. BEDROOM 2 CD Ln 102 X100 GREAT 60 6" AC ROOM 9'-1 C LG. 3:' 134 X126 1212 F.G. U-i 9'--l-"-CLG BA. 91-1 11 C rn C) Ln 10 -- - ----------------------- 2050 S.H. 1212 FAUX 1212 FAUX WDW. WDW. Fl RST FLOOR PLAN 6XC TARGET: 1 ,300 SQ. FT. 3 BEDROOMS / 3 BATHS + LOFT FLOOR AREA TABLE TOTAL LIVING 1 146 SQ. FT. PORCH 108 SQ. FT. Bassenian I Lagoni P L A N 6 X C NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION Reflects Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Copyright 2019 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 KEYST NE 3 3 1 . 2 1070 ------------ H 0 M E S --------- PUBLIC PARTICIPATION FINAL REPORT FOR THE HA VENL Y SUPERSTITION LOCATED AT THE SOUTHWEST CORNER OF SUPERSTITION BOULEVARD AND ROYAL PALM ROAD APACHE JUNCTION, ARIZONA by: !VKEYSTONE H 0 M E S Case No. P-21-73-PZ Submitted: September 22, 2021 Public Participation Final Report The Havenly Superstition 1) BRIEF DESCRIPTION OF PROPOSAL The purpose of this Public Participation Final Report is to provide results of the implementation of the Public Participation Plan for Keystone Homes' ("Keystone") proposed development of a high-quality, single-family style, rental residential community known as "The Havenly Superstition" (the "Site"). Keystone is seeking to rezone approximately 15.00± gross acres (12.14± net acres) from RS-GR (General Rural Low Density Single-Family Detached Residential)to RM-2/PD(High Density Multiple-Family Residential with a Planned Development Overlay on property located at the southwest comer of Superstition Boulevard and Royal Palm Road for a medium-high density residential community. The Havenly Superstition will contain approximately 166 single-family style rental residences that will be an attractive presence in the area and provide an alternative housing choice for people. The Havenly Superstition represents a lifestyle choice, presenting future residents a unique living experience and an alternative housing choice to the traditional options of single-family residences or apartment complexes. These homes will cater to those seeking to live in a vibrant, amenitized environment in a prime location near the City of Apache Junction(the"City") Downtown Redevelopment Area. The Havenly Superstition combines the best elements of residential single-family living with multi-family-like lease terms and management. The combination of these elements creates a desirable residential option with upscale features and spacious indoor/outdoor living areas maintained by a professional management company, without the mortgage payment or HOA fees of a typical single-family development. This report provides information about how reach out occurred to citizens, neighbors, and interested persons to talk with them about and gather their input on the proposed plans and actions addressed in the Application. Comments, sign-in sheets, letters, summary sheets, and other material are included with this report. 2) PUBLic NOTIFICATION Letters were mailed out to property owners within 300'of the Site on August 27, 2021 that included specific information about the proposed development, a plan of the proposed development, and the date and time of the neighborhood meeting. The letter is attached at Exhibit A. The list of persons/entities who received the neighborhood notice letter is attached at Exhibit B. The 300' lists were obtained from the Pinal County Assessors' websites. A Mailing Label Certification of the mailing list is attached at Exhibit C. One sign with the Planning and Zoning Commission Meeting date of September 28, 202 1, and the City Council Meeting date of October 19, 2021 was installed on the Site on August 13, 202 1. The sign posting photos and Affidavit of Posting are attached at Exhibit D. Additionally, the City Clerk notified the property owners within 300' of the Site of the September 28, 202 1, Planning and Zoning Commission Meeting and the October 19, 202 1, City Council Meeting, as well as advertised the dates of the public hearings in the Mesa Republic Community Classified Section of the Arizona Republic with publish date of September 11, 202 1. The City's notice to the property owners and newspaper advertisement are attached at Exhibit E. 3) SUMMARY OF MEETINGS AND TELEPHONE CALLS A summary of the September 7, 202 1, neighborhood meeting and the meeting sign-in lists are attached at Exhibit F. The issues, questions and comments raised by those who attended the neighborhood meeting are memorialized in the attached Neighborhood Summary. Additionally, Bilsten Consulting was engaged by Keystone to conduct door-to-door outreach. The purpose of this outreach was to identify the surrounding residents that are within the notification area, engage with the neighbors one-on-one, and present a project overview complete with the project narrative,description,renderings,and FAQs.A Public Participation Map is attached at Exhibit G illustrating the neighborhood outreach plan. Outreach began on August 27 Ih and became very difficult when Bilsten Consulting found out that almost every home within the notification area was either gated off completely or bad"no trespassing"signage. Those that were gated off or had"no trespassing"signage were not contacted as there was no means to do so. Because of this lack of access, a website was created at https-//www.thehavenlysoerstition.com with all of the pertinent project information.This website was also included on the mailer that was sent out to those residences that are within the City's notification area. The developer was also contacted by three neighbors who provided their contact information and Bilsten Consulting was able to get in contact with them prior to the neighborhood meeting. EXHIBIT A BURCH & CRACCHIOLO, P.A. 1850 N. Central Ave., Ste. 1700 Phoenix, Arizona 85004 (602) 234-8794 bray(i�bcattorneys.cont TO: Superstition Boulevard and Royal PaIrn Road Area Neighbors FROM: Brennan Ray DATE: August 27, 2021 RE- Keystone Homes—'rhe Havenly Superstition Case No. P-21-73-PZ VIRTUAL & IN PERSON NEIGHBORHOOD MEETING NOTICE Dear Area Neighbor. On behalf of Keystone Homes("Keystone").you are cordially invited to a neighborhood meeting regarding a proposed Rezoning application for approximately 15.00 ggross acres oil property located at the southwest corner of'Superstition Boulevard and Royal Palm Road (the"Site-) for the development of a high-quality, single-family style, rental residential community known as-The Havenly Superstition."An Aerial Map of the Site is attached. The Site is located within the Downtown Planning Area of the City's General Plan. Keystone anticipates developing the Site as a high-quality community that is attractively designed, lushly landscaped, and will offer a new and diverse living opportunity ill the Downtown Redevelopment Area, 'file I-lavenly Superstition is a gated community that will consist of approximately 166 residences at a density of approximately 11.07 du/gross ac.(I 3.67±du/net ac.), The development plans for the Site incorporate open spaces,amenities,and a visual coliesiveness of landscape and architectural elements to create a high-quality development. The community's design and architectural plans portray an extraordinary sense of community, contpatibility, sustainability, and architectural quality commensurate with the lugh-quality established by Keystone throughout its other communities in the southeast Valley. A copy of the Landscape Plan and sample Building Elevations are attached, Additionally, a website has been created with information that you can review—wwNv,tliehavetilysuperstition.cotii. Because of the current public health emergency, the neighborhood toecting will be held both virtually and in person, The meeting will be on September 7,2021 at 6:00 pm. The meeting location,should you wish to attend in person,or instructions on how to register and ways to join the Zoom meeting,should you want to attend virtually, are on the reverse side of this letter. You will be able to ask questions during the meeting, Should you have any questions about how to register, please contact Jacque Collard at our office(602-234-8727/jcollard(�i,,,beattorne�N,s.cotii). If you have questions regarding the development.you may contact Chris Hundelt at Keystone Homes(602- 999-747 1/cliutidelt(���ke�,stotieliomesaz.cot-n or me at Burch & Cracchiolo (602-234-8794/ bray@bcattorneys.cotu), You can also contact Nicholas Leftwich, City, Planner at the City of Apache Junction(480-474-8575/tileftwicliCd�al)acliejttnctiot,iazgov) ifyou have any question for Staff'. fhank.you. Bren n ay r1h Attachments TWO WAYS TO JOIN THE 9/7/2021 NEIGHBORHOOD MEETING AT 6:OOPM 1. ATTEND IN PERSON The meeting will be held at: M u Iti-Ge ne rat ional Center 1035 N. Idaho Road, Room 119 Apache Junction,AZ 85119 2. ZOOM MEETING Meeting ID-. 872 3498 7891 Regriste ring for the Zoom Meetl n Please note:d ue to recent feed back we suggest you do not use Safa ri for the regist ration. Use Google Chrome or Internet Explorer as other options. 1. Visit:bcattorneys.zoomus -a. Click"Join' b. Enter Meeting ID c. Continue with registration 2� A password for the meeting will be sent to you after registration 3 Wa s to Join a Zoom Meetin y 1. Install and run the appon your PC a. Go to zoom.us b. Click on"Join A Meetlng�' c. Enter the Meeting ID and click join d. Click"Download and Run Zoom' e. Once it is done downloading,run the application 2. Run Zoom from your browser a. Go to zoomus b. Click on"Join A Meeting" c. Enter the Meeting ID and click join d. Click on the blue"click here" e. Click on "join from your browser" 3. RunZoorn from an app on a mobile device a. Download the ZOOM Cloud Meetings app from your phone's application store b, Run the app c. Click on"Join A Meetine d. Enter the Meeting I D e. You can enter your name in the field where it says"Your Name" f. Click1oin A Meeting"' S. Your phone may ask you to allow or enable your camera,mic, and/or phone storage.Go ahead and allow those h. You can watch a video at httos://www.youtube.com/watcli?v=hlkCmbvAHQQ for a quick demonstration Questions: Contact Jacque Collard 602-234-8727/jcollard@bcattorneys.com PINAL COUNTY Pinai uounty ASSeSsor Parcei viewer Assessor Douglas J. Wolf ZA RIAL MA inal Cotinty Assessor's Office :)Box 709 i N Pinal St Discialmor Pinsi County does not garcantee that any infornoton contalited wilhin this dalaset of map is accurate,complete,or current, This data is for infourratntnal use only and do"not constitute a legs crence,AZ 95132 document for the descripbon of ftw propeftes The Pinal County dirfetairns any responsibilAy or Hatntily for any direct or indirect damages restifting from the use of this data.The boundaries depicted vathip this EASI SUPER54PON ROULLVARD, ... ........ V' let c I-N110 "I rxvl�*' me M Vjlq""W� WIM11W M4.MIA SCAKARCMUCI 5-lif w0IIII%WrI RIM W �MIW=-,,v4 NOTFS I M. W"IM-1 N- l'At 1AIN"wk Tl ft-qll'�Ovq SCALE.,I%5(Y-W NORTH THE HAVENLY SUPERSTITION PRE11IM(NARYONDSCAPt PLAN -7--7 WP-AC HE"J" NA ....... VALY 19111,202� Ilk Paseo/Park Scene Royal Palm Street Scene EXHIBIT B 300' Ownership Keystone (Pinal County) 10119002A,10119003E&3G 10119003F 10119003H STATE OF ARIZONA/DEPARTMENT OF HOOD LYLE A WGG PARTNERS LLC TRANSPORTATION 591 E SUPERSTITION BLVD 347 BLACKFIELD DR 205 S 17TH AVE MD 612E PHOENIX,AZ 85007 APACHE JUNCTION,AZ 85119 BELVEDERE TIBURON,CA 94920 10119003A 10119003D 101190070 ABRAMS NEIL I LUCAS YVONNE M HOME MAKERS LLC 676 N COLT RD 626 N COLT RD 193035 N MAPLE UNIT 4 APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 MESA,AZ 85215 10119009G 10119009j 10119009N BALLOW CHRISTOPHER I&SABRINA M HAGERTY MARK I MCALLISTER BRENDA D 612 E SCENIC ST KOLPIEN CHARLENE L 724 E SCENIC ST 660 E SCENIC ST APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 10119009P 10118014C 101180570 MANN DONALD LEE JENTRY DAVID G GOODRICKE MICHAEL LE PO BOX 367 PO BOX 3128 MAYFIELD JULIE A S75 N ROYAL PALM RD BATTLEFORD,SK KODIAK,AK 99615 APACHE JUNCTION,AZ 85119 101180560 10118006A 10118006B HUTCHINSON JOSH BRADLEY KENNETH FOWLER DAN 555 N ROYAL PALM RD 635 N ROYAL PALM RD 907 E RANCH RD APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 10118006D 10118007D 10118005C LINDBERG ERIC KRISS BASS SUE L&VILLA BETH ANN SUND RICHARD G 685 N ROYAL PALM RD WILLIAMSON HOWARD J ABBOTT KIMBERLY 971 E RANCH RD 863 E SUPERSTITION BLVD APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 10118005D 10119009ff,9K&9M 101190080 CORTEZ ROBERT CITY OF APACHE JUNCTION HEAP ELMER L&TENNA L TR 841 E SUPERSTITION BLVD 300 E SUPERSTITION BLVD 1650 E FOUNTAIN ST APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 MESA,AZ 85203 10119002B 101190010 BARKER WAYNE A TURLEY ERNEST C&VIRGINIA S FAM TRUST 5729 E SUPERSTITION BLVD 2474 KNIGHTWOOD WAY APACHE JUNCTION,AZ 85119 RANCHO CORDOVA,CA 95670 EXHIBIT C Mailing Label Certification I/We, Ricki Horowitz, Burch &Cracchiolo, P.A. hereby certify that this is a complete list of property owners within 300 feet of the property proposed for rezoning or other permit approval as obtained from the Pinal County Assessor's Office on: (date obtained) July 12, 2021 I/We further certify that this list is not older than thirty(30)days at the time of filing of said application. PLEASE PRINT N/A Property Owner Name Signature Street Address City, State, Zip Telephone Property Owner Name Signature Street Address City, State,Zip T Ricki Horowitz, Burch &Cracchiolo,P.A. Agent Name ISigg-natu;14 1850 N. Central Avenue,Suite 1700 Street Address Phoenix, AZ 85004 602-234-8728 City,State,Zip Telephone Rezoning Application Page 7 of 13 Updated 12/2020 300' Ownership Keystone (Pinal County) 10119002A,10119003E&3G 10119003F 10119003H STATE OF ARIZONA/DEPARTMENT OF HOOD LYLE A WGG PARTNERS LLC TRANSPORTATION 591 E SUPERSTITION BLVD 347 BLACKFIELD DR 205 S 17TH AVE MD 612E PHOENIX,AZ 85007 APACHE JUNCTION,AZ 85119 BELVEDERE TIBURON,CA 94920 10119003A 10119003D 101190070 ABRAMS NEIL I LUCAS YVONNE M HOME MAKERS LLC 676 N COLT RD 626 N COLT RD 193035 N MAPLE UNIT 4 APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 MESA,AZ 85215 10119009G 10119009j 10119009N BALLOW CHRISTOPHER I&SABRINA M HAGERTY MARK I MCALLISTER BRENDA D 612 E SCENIC ST KOLPIEN CHARLENE L 724 E SCENIC ST 660 E SCENIC ST APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 10119009P 10118014C 101180570 MANN DONALD LEE JENTRY DAVID G GOODRICKE MICHAEL LE PO BOX 367 PO BOX 3128 MAYFIELD JULIE A S75 N ROYAL PALM RD BATTLEFORD,SK SOM OEO KODIAK,AK 99615 APACHE JUNCTION,AZ 85119 101180560 10118006A 10118006B HUTCHINSON JOSH BRADLEY KENNETH FOWLER DAN 555 N ROYAL PALM RD 635 N ROYAL PALM RD 907 E RANCH RD APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 10118006D 10118007D 10118005C LINDBERG ERIC KRISS BASS SUE L&VILLA BETH ANN SUND RICHARD G 685 N ROYAL PALM RD WILLIAMSON HOWARD J ABBOTT KIMBERLY 971 E RANCH RD 863 E SUPERSTITION BLVD APACHE JUNCTION,AS 85119 APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 10118005D 10119009ff,9K&9M 101190080 CORTEZ ROBERT CITY OF APACHE JUNCTION HEAP ELMER L&TENNA L TR 841 E SUPERSTITION BLVD 300 E SUPERSTITION BLVD 1650 E FOUNTAIN ST APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 MESA,AZ 85203 10119002B 101190010 BARKER WAYNE A TURLEY ERNEST C&VIRGINIA S FAM TRUST 5729 E SUPERSTITION BLVD 2474 KNIGHTWOOD WAY APACHE JUNCTION,AZ 85119 RANCHO CORDOVA,CA 95670 EXHIBIT D AFFIDAVIT,,,,OF POSTIN,g The undersigned APplicant has complied with Apache Junction's posting requirements for Case # P-21-73-PZ, located Southwest corner of Superstition Blvd�and Royal Palm Rd, on September l3th, 202 1. See attached photo exhibit, For applicant: Keystone Homes -pynam&ii=� Sign Company Name Sign Company Re,,,, sentative Subscribed and sworn to be on this i&tk, day of �1111e 202 1, by Maria Hitt. INWITNESS WHEREOF, I Hereto set my hand and official sea]. #ARYSETH CONRAD Not"Public-Arizona matcoa County COMMISMOM#591461 MY Comm.Expires Oct 25,202A My Commission expires:__L EXHIBIT E City ofApache Junction Development Services Department NOTICE OF PUBLIC HEARINGS : CITY OF APACHE JUNCTION, ARIZONA PLANNING AND ZONING COMMISSION AND CITY COUNCIL 300 EAST SUPERSTITION BOULEVARD APACHE JUNCTION, ARIZONA 85119 A public hearing will be held by the PLANNING AND ZONING COMMISSION of the City of Apache Junction, Arizona, on Tuesday, September 28, 2021, at 7 : 00 p.m. ; and a regular meeting of the APACHE JUNCTION CITY COUNCIL to be held on Tuesday, October 19, 2021 at 7 : 00 p.m. in the Apache Junction City Council Chambers located at 300 E. Superstition Boulevard, Apache Junction, Arizona. The following case will be heard: CASE P-21-73-PZ This is a proposed rezoning of approximately 14 . 77 acres near the southwest corner of Superstition Boulevard and Royal Palm Road from General Rural Low Density Single-Family Detached Residential ("RS-GR") to High Density Multiple-Family Residential by Planned Development ("RM-2/PD") to allow approximately 166 single-family style and duplex rental homes . The purpose of this notice is to inform each individual who owns property within a 300-foot radius of the property proposing a Rezoning, which is the affected area, to have an opportunity to speak either for or against the request. The project narrative and site plan for the proposed rezoning have been attached here . Case file P-21-73-PZ, which contains all of the remaining project exhibits which has been advertised for public hearings, may be reviewed from 7 : 00 a.m. to 6 : 00 p.m. , Monday through Thursday, except holidays, at the Planning Division Office, City Hall Complex, 300 E. Superstition Boulevard, Apache Junction, Arizona, 85119 . For more information, please contact Nicholas Leftwich, Associate Planner, at (480) 474-8575 . Refer to Case P- 21-73-PZ when inquiring for information. Please also see the attached Notice of Public Hearing and Vicinity Map for more information. NOTICE OF PUBLIC HEARING: PLANNING & ZONING COMISSION MEETING AND CITY COUNCIL MEETING All interested persons are invited to attend and be heard at a PUBLIC HEARING to be held by the PLAkWXNG J= ZONING COMISSION of the City of Apache Junction, Arizona, on Tuesday, �j� �; and a PUBLIC HEARING to be held by the CITY COUNCIL of the City of Apache Junction, Arizona, on Tuesday, October 19, 2D21. Both meetings will be held at 7:00 p.m. in the Apache Junction City Council Chambers, 300 E. Superstition Boulevard, Apache Junction, Arizona. Consideration and discussion will be given to the follcwing and other matters related thereto: P-21-73-PZ Th-Ls is a proposed rezoning of approximately 14.77 acres near the southwest corner of Superstition Boulevard and Royal Palm Road from General Rural Low Density Single-Family Detached Residential to High Density Multiple-Family Residential by Planned Development ('RM-2YPD") to allow approximately 166 single-family style and duplex rental homes. The rem d as: APH 202-19-002B The West halt of the Northeast quartez of the Northeast quarter of the Northwest quarter of Section 21, Township I North, Range 8 East of the Gila and Salt River Base and Meridian, Pinal County, Arizona; Except the portion conveyed in certain warranty deed recorded as 2017- 004234, of official records; APN 101-19-0090 The North half of the Southeast quarter of the Northeast quarter of the Nortbwest quarter of Section 21, Township I North, Range 8 East of the Gila and Salt River Base and Meridian, Final County, Arizona; APH 101-19-0010 The East half of the Northeast quarter of the Northeast quai�ter of the Northwest quarter of Section 21, Township 1 North, Range 8 East of the Gila and Salt River Base and Meridian, Pinal County, Arizona; Case file P-21-73-PZ which has been advertised for public hearings, may be reviewed from 7:00 a.m. to 6:00 p.m. , Monday through Thursday, except holidays, at the Planning Divizion Office, City Hall Complex, 300 E. Superstition Boulevard, Apache Junction, Arizona, 85119. For -more information, please contact Nicholas Leftwich, Associate Planner, at (480) 474-8575. Dated at Apache Jtinction, Arizona, this 2nd day of September, 2021. Publish the 11th day of September, 2021. e mit-7; Pena City Clerk Vic inity �4� P-21 -73- PZ Rezoning Request by Keystone Homes froir, General RU.-al Low Denslilk-,y Sinale-Family Detached Residential CIRS-GR" ) to High Density Mul'tiple-Faamily Residential by Planned Development ("RM. -2/PD" ) . RS-,GR RS-GR RS-GR RM-2 RM-2 R Subject Sites N 093MBO 0 100 200 400 xm=uw��Weet A W2 Dale:91112021 Rezoning Application for rAMIF -i ne Havenly Superstition Southwest corner of Superstition Boulevard and Royal Palm Road by: IVKEYSTONE H 0 M E S Submitted: July 26, 2021 THE HAVENLY SUPERSITION 1. INTRODUCTION Building on the reputation for creating high-quality neighborhoods and communities, Keystone Homes ("Keystone") is the proposed homebuilder for approximately 15.00 gross (12.14±net) acres located at the southwest comer of Superstition Boulevard and Royal Palm Road (the "Site"). Keystone is in escrow to acquire the Site and develop it with a unique, innovative, high-quality residential community known as "The Havenly Superstition." The Havenly Superstition will contain 166 single-family style rental residences that will be an attractive presence in the area and provide an alternate housing choice for people. The Havenly Superstition represents a lifestyle choice, presenting future residents a unique living experience and an alternative housing choice to the traditional options of single-family residences or apartment complexes. These homes will cater to those seeking to live in a vibrant, amenitized environment in a prime location near the City of Apache Junction(the"City")Downtown Redevelopment Area. The Havenly Superstition combines the best elements of residential single-family living with multi-family-like lease tenns and management. The combination of these elements creates a desirable residential option with upscale features and spacious indoor/outdoor living areas maintained by a professional management company, without the mortgage payment or HOA fees of a typical single-family development. To achieve this, Keystone requests the Site be rezoned from RS-GR (General Rural Low Density Single-Family Detached Residential) to RM-2/PD (High Density Multiple-Family Residential with a Planned Development Overlay) for a high- quality, medium-high density residential community. II. SITE AND SURROUNDING AREA An aerial of the Site is attached as Exhibit 1. The Site is located within the Downtown Planning Area of the City's General Plan. Per the General Plan,the current center of the City lacks necessary density and residential developments. "Successful downtown areas must provide opportunities for current and incoming residents to live and work." The General Plan encourages a mix of high-density housing to accommodate people of all ages and demographics within the downtown area. As is discussed is greater detail below,The Havenly Superstition meets the vision and goals of providing high-quality multi-family housing that appeals to different people/demographics. The Site is zoned RS-GR. The adjacent areas (north,west, south, and east) around the Site are designated on the General Plan as within the Downtown Redevelopment Area and are zoned RS-GR and RM-2. 111. PROPOSED REZONING As discussed, Keystone is proposing the Site be rezoned from RS-GR to RM-2/PD. Keystone's proposed application and development plans for an upscale, high-quality multi-family development are compatible with the City's General Plan and are a viable and sustainable solution on this Site. The proposed PD Overlay is to modify the RM-2 development standards for multi- family residential to allow a high-quality community at a density that will support existing and future commercial/employment developments to the area. I Keystone's community has been planned with the following development standards (changes noted in bold): Regulation City of Apache Junction RM- Proposed Development 2 Development Regulations Regulations Min. Lot Area per du. 1,980 sf 1,980 sf Max. Density 22 units/ac 22 units/ac Min. Development Area 7,000 sf 7,000 sf Min. Lot Width 60 ft. 60 ft. Min. Front Setback (main 20 ft. 10 ft. structure) Min. Interior Side Setback 10 ft. 10 ft. (main structure) Min. Street Side Setback (all 10 ft. 10 ft. structures) Min. Rear Setback (main 20 ft. 10 ft. structure) Max. Lot Coverage 50% 50 % Max. Height for main 40 ft. 40 ft. structure IV.DEVELOPMENT PLANS As is depicted on the Preliminary Site Plan attached as Exhibit 2, Keystone has created a high-quality community that is attractively designed, lushly landscaped, and will offer a new and diverse living opportunity in Downtown Redevelopment Area. The Havenly Superstition is a gated community that will consist of approximately 166 residences at a density of approximately 11.07 du/gross ac. (13.67± du/net ac.). The development plans for the Site incorporate open spaces, amenities, and a visual cohesiveness of landscape and architectural elements to create a high-quality residential community. The placement of the buildings and yard walls will provide visual interest by varying the roof lines and orientations, providing small scale pedestrian courtyards, amenities and landscape features, and architectural detail. The community's design and architectural plans portray an extraordinary sense of community, compatibility, sustainability, and architectural quality commensurate with the high-quality established by Keystone throughout its other communities in the southeast Valley. Primary access to the Site occurs through the gated entrance from Superstition Boulevard. A secondary, resident-only ingress and egress point is located on the east side of the community from Royal Palm Road. Additionally, there will be multiple pedestrian access points into the community that will be controlled with fencing, walkway gates, and keys. A 10-foot landscape buffer between the southern property line and back yard walls will add additional buffering between neighbors to the south and will allow for a potential trail by the City in the future. In addition to the to the extra landscape buffer we have planned for all homes along the southern property line to be single story to limit height along the southern edge. The height of the single level homes to the souih will be approximately 18 feet at the highest point. A. Landscaping and Amenities Landscaping will enhance The Havenly Superstition by integrating with the walls, drainage, entry monuments and amenity features. See Exhibit 3, Preliminary Landscape Plan. 2 The Havenly Superstition's landscape buffers, open spaces, and plantings will help reinforce the community's therning and appeal. Over 39% of the entire Site is in open space landscaped areas. The Havenly Superstition's plant palette has been developed to complement the community's theming. The plant palette consists of an array of colors and textures that will create an attractive experience for those who live there and those traveling on the roads surrounding the community. Landscaping designs will focus on providing natural screening, shade, and visual interest. Aside from several strategically placed areas of natural sod,all plant species can be found on the Arizona Department of Water Resources, "Low Water Use Plant List." The Havenly Superstition has been planned with quality neighborhood scale amenities consistent with Keystone's desire to create an upscale community where residents will be able to play, relax, or socialize in a pleasing environment. The amenity areas within The Havenly Superstition are designed to enhance the community character and quality of life by providing recreational opportunities and connectivity for residents through the integration of internal and external open spaces. The Havenly Superstition will contain a centrally located main amenity area, providing active and passive open space for residents and guests to enjoy. Pedestrian paths are provided throughout the Site, connecting the residences to the amenities. Additional amenities include: resort style swimming pool and spa, lounge areas,barbecue grills, and gathering areas for residents to congregate. B. Architecture The proposed housing product designed for The Havenly Superstition will complement the strong architectural richness already found with the surrounding area. The Havenly Superstition is designed to meet the goals of the City's Residential Architectural Diversity Standards. Architectural styles consistent with regional history and traditions have been developed for the housing product with key elements of those styles being carried through in the design of the community features (entry monumentation, central amenity, and interior community open space). Residents will have a choice of one-, two-, and three-bedroom units, ranging in size from approximately 730 square feet to 1,598 square feet. See Exhibit 5, Elevations and Floor Plans. Eight unique floor plans will be available for residents to choose from. The first five plans are single level homes and sixth plan is a two-level home with a flex space (i.e. den / studio / office use) on the upper level. The proposed floor plans and elevations are designed to attract empty nesters, professionals, and families. A unique feature for The Havenly Superstition is that every residence includes a private, 6-foot wall enclosing the rear yard that is nearly as wide as the residence itself, with a minimum depth of 8 feet. The exterior elevations have a distinct character while providing a cohesive, varied, and attractive community that satisfies the desire of today's residents to live in a more architecturally diverse neighborhood. Each floor plan will have a combination of two of the following distinct architectural styles: Contemporary Spanish and Modem Prairie. Contemporary Spanish: Inspired by architecture from the coastal regions of Spain where intense sunlight bathes every comer, the Spanish style emerged as a response in the American Southwest. Contemporary Spanish reinterprets the style in a fresh way with modem materials, simplified forms, and massing for today's sophisticated society. Sculpted stucco massing in fresh, more angular shapes embraces the timeless appeal of modem architecture,while still retaining a warmth from its traditional roots. The light-colored walls are contrasted with rich dark or 3 grayed woods to create the classic blend of light and dark features to define the forms. Windows can be grouped or wrapped around a comer to carry the style around the sides. Other defining characteristics include a simple or parabolic arch at a window or entry, courtyards and minimal use of accent materials to accentuate key components or walls. Modern Prairie: Originating as a late 19th- and early 20th-century architectural style, most common to the Midwestern United States. Low-pitched roof, usually hipped, with large overhangs, two stories, with one-story wings or porches, eaves, cornices,and facade detailing emphasizing horizontal lines,often with square porch supports, window groupings horizontal in placement. The Modem Prairie is an updated reflection of this popular architectural style Phoenicians have loved for decades. C Theme Walls,Entry Gates, and Entry Monument The proposed theme walls will be consistent with The Havenly Superstition's overall community character. This therning is reinforced using materials, colors, design, and layout. The fences and walls will consist of the following types: theme wall, secondary wall, and partial view wall: • Theme Walls: Constructed of painted CMU with a finish cap and will be 6' high. Theme column designs consist of areas of varying sized masonry units. • Secondary Walls: Utilized mainly for the rear and side yards of the homes towards roadways,will be 6' high. These walls are CMU block and will have painted finish, facing towards the outside of the community and will be painted CMU inside the community. • Partial View Walls: Used to provide privacy and visual breaks on specific surrounding roadways. These walls consist of 4.5' high CMU block and will have painted CMU facing inside/outside the community. There will be 1.5' high decorative wrought iron,painted fence panels on top of the CMU. The Havenly Superstition will have entry monument signage at both main access points into the community that provides a sense of neighborhood arrival. It is anticipated the monument signage will be designed with colors and materials highlighting the The Havenly Superstition's overall community character through using materials such as masonry, decorative tile, stucco and brick inspired block. This signage will be aesthetically pleasing and will follow the City's guidelines for monument type signage. V. MISCELLANEOUS A. Parking The Havenly Superstition will contain at-grade surface parking. See Exhibit 2, Preliminary Site Plan, for parking counts,by type of parking provided. The Havenly Superstition provides 298 parking spaces (where 298 are required). Within The Havenly Superstition,parking spaces include combinations of uncovered spaces, metal carport covered spaces and leasable, single-car garage spaces. There will be I designated, covered parking space per leased home. Single-car garage spaces will be designated for operable vehicle storage only and not for household 4 storage. Allowed garage usage terms will be written into home leases and will be enforced by the property manager. B. Phasing It is anticipated that The Havenly Superstition will be constructed in one phase. 5 Site Summary: Area Calculations: Parking Required: Unit Mix: 1 .5 Spaces / I BR x 69 = 103.5 1 Bedrooms : 69 (41 .6%) 2.0 Spaces / 2BR x 80 = 160 2 Bedrooms : 80 (48.2%) Total Homes Gross Site Area : ± 15.00 Acres 2.0 Spaces / 3BR x 17 = 34 3 Bedrooms :................1_7...(1_0.��_ Plan 1 (722 SF I BR/ I BA) : 42 (25.3%) Gross Density : ± 1 1 .07 Homes per Acre - - ____ . ----------------------.------ _______ --------- --------------------------------------------------- Total Required = 297.5 Total : 166 Plan 2 (804 SF/ I BR/ I BA) : 27 ( 16.3%) Plan 3 ( 1 ,072 SF/2BR2BA) : 51 (30.7%) Net Site Area : ± 12. 14 Acres Parking Provided: Plan 4 ( 1 ,095 SF/2BR/2BA) : 9 (5.4%) Net Density : ± 13.67 Homes per Acre Garage Spaces = 12 Total Rentable Plan 5 ( 1 ,246 SF/3BR/2BA) : 16 (9.6%) *Note: Net site area excludes 50' Superstition Blvd. Carport Spaces = 154 Square Footage : ± 165,622 SF Plan 6 ( 1 ,418 SF/2BR/2BA) : 7 (4.2%) ROW, 40' Royal Palm Road ROW, 25' Colt Road ROW, Uncovered Spaces = 132 Plan 6X ( 1 , 145 SF/2BR/2BA) : 7 (4.2%) and I O' landscape buffers on all sides Total Provided = 298 Plan 6Y ( 1 ,598 SF/3BR/2BA) : ...................7 o) __( . / _ ___ -------------------,-------------------------------------- _________----------- � r Total : 166 Overall Parking Ratio = 1 .8: 1 �---5_TT7,.,7I5,F.......V 11 I I I - ­ I..............................._______ 1-1 I 111,�,,,,,,,"I" 1k, ��i, ,", ""i� -,"'I" , ,/"""IV, 111 N'T I I, 11MIN ffl,111111R(� `71% �'�,11'11��114 ,1`�""', ,%, ­"M.%",A,M, I , ___----------� ____ . �, T, ,� ----------- u('­--- , ,----qqpwlg--7qw7w--",�,,,-i,,,�,,,-,,--------,-"-,---7",Wt,�-�-,,,,I ; `,; MORROW," "!F-ll�",, j , , 4 m'"%,F,', ,,,, I � I'll, ", ,110 ,1 ", " ,, 4", ,�', I �" F "W1 W"I'll" 11�110111P, I ,?p I , " X " I I , ,�", I M' ' , 11 I I, I I I " I I ,, , " , , , , '' '' ""g, ,,,,),,�I /,&_','),I-_ ,,,,,,,,,,,,,,,'""I"I", 1, 11-- "I.,11-11"'I" , ,"'," , " , 1 ,,�Ii_4`�, 04, ,,,,,,, 4o� , "",',��,,, 11 "I'll, �,,,,�,�,i,�,�,,,,,,,,,�,���'i"? mummiIII'M oet"Na I , 11 I 11 I I -'a,w,�",�,", ",I"im �,0" oiii,,��,,k�t,�t�,�,,,�,,,�i,�,,,'3,,�"%)�,,,�i��f?��,�,,,�,,',��",�t,,�ii'��,,i,i,,,i,� I " , ­ 11", I""IN"'w""'W"',,,,,"VIR, I I I I I Primary Gated Entry I � ".,�l,,T,,�,,,,�,,�,�,,,�,"""�,�', ­,"', "I'll�,.�ll,�,��l,,",,,�,,"",,",,,,,,�."",��l, .............." ,,,", ,�­ 1� ,,,........­,,,11......�l,,,,,�,,�-,,,,�,,,-�,,�,,,,',�,,,-,�,'�,1,1"�l,"�,,�,�",",,�$","k""',,�I'l�ill",��,,�1,1�I "I "I '' , , � , I'll, I'll, i 11 ­ 111.1111,11111- , I I , , , 11,1` Iii, 11,1111, ", , I I, 'i'V,­ ,k� 111111111111,...... , I I , , I I , I I ,,"I, I I I "1""",�"",,�"1"""",�",�I , 11 �,,�"1""",�"",,�"1"""",�",�I , I , , I ......... 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".-_-_ 0__-�-_-" Bassenian I Lagoni I N FORMATIONAL S I T E P L A N ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Architects T H E H A V E N L Y S U P E R S T I T I 0 N 07 . 22 . 2 1 __----------___-----���������������������������������--�-------�������������������������������������������������. --.--------------.---------------.-------------------.--------�--------��-------------------------.-------- __________________------__ � ____-------------- -.---- ______ � - oI , , ,�' li, � , I "'i'll , I I -I I - - I , fl��, I I I I - I I �, - I i ­ , I I :1 I I 1 2031 Orchard Drive, Suite 100 Apache junction, Arizona Newport Beach, CA USA 92660 Note: tel. +1 949 553 91 00 This yield study is for the purpose of estimating the maximum density of a residential fax+1 949 553 0548 0 20 40 80 product type on a site of a given configuration. If specific entitlement requirements differ KEYSTONE I I 1 7--71 3 3 1 . 2 1 070 from the criteria shown on the plan (such as setbacks, minimum lot sizes, street standards, SCALE: I" = 40'-O" retention requirements, etc.) then the actual possible density may vary substantially. "I I _ City ofApache Anction oil Dei,elopnientServices Deparlinew Septembe r 2� 2021 4 X Phoen.&, Newspapers, Inc. Mesa Republic Community Classified Section ATTENT10N: Legal Advertisements j�t�-a�dver�tisi�n@ �ni .co�m Enclosed please find a Notice of Public Hearing and Vicinity Map for a meetiinq of the APACHE JUNCTION PLANNING AND ZONING COMMISSION to be held on Tuesday, September 28, 2021; and a regular meeting of the APACHE JUNCTTON CITY COUNCIL to be held on Tuesday, Octobe-r 19, 2021, to be type set and published one 01 time as a legal advertisement in 5. 5-point type, and not shot as camera :ceady in the Mesa Republic Community CYa-ssified section on Saturday, September 11, 2021 . Please display "'text as a liner" and "make map a display and shrink map as much as possible, but make legible". After publishing, please forward two �2) Affidavits of Publication for my files. Sincerely, OL440,6-- Jennifer Pena City Clerk KC: RE XC: P-21-73-PZ Case File CITY CLERK NOTICE OF PUBLIC HEARING: PLANNING & ZONING COMISSION MEETING AND CITY COUNCIL MEETING All interested persons are invited to attend and be heard at a PUBLIC HEARING to be held by the PLAkWXNG J= ZONING COMISSION of the City of Apache Junction, Arizona, on Tuesday, �j� �; and a PUBLIC HEARING to be held by the CITY COUNCIL of the City of Apache Junction, Arizona, on Tuesday, October 19, 2D21. Both meetings will be held at 7:00 p.m. in the Apache Junction City Council Chambers, 300 E. Superstition Boulevard, Apache Junction, Arizona. Consideration and discussion will be given to the follcwing and other matters related thereto: P-21-73-PZ Th-Ls is a proposed rezoning of approximately 14.77 acres near the southwest corner of Superstition Boulevard and Royal Palm Road from General Rural Low Density Single-Family Detached Residential to High Density Multiple-Family Residential by Planned Development ('RM-2YPD") to allow approximately 166 single-family style and duplex rental homes. The rem d as: APH 202-19-002B The West halt of the Northeast quartez of the Northeast quarter of the Northwest quarter of Section 21, Township I North, Range 8 East of the Gila and Salt River Base and Meridian, Pinal County, Arizona; Except the portion conveyed in certain warranty deed recorded as 2017- 004234, of official records; APN 101-19-0090 The North half of the Southeast quarter of the Northeast quarter of the Nortbwest quarter of Section 21, Township I North, Range 8 East of the Gila and Salt River Base and Meridian, Final County, Arizona; APH 101-19-0010 The East half of the Northeast quarter of the Northeast quai�ter of the Northwest quarter of Section 21, Township 1 North, Range 8 East of the Gila and Salt River Base and Meridian, Pinal County, Arizona; Case file P-21-73-PZ which has been advertised for public hearings, may be reviewed from 7:00 a.m. to 6:00 p.m. , Monday through Thursday, except holidays, at the Planning Divizion Office, City Hall Complex, 300 E. Superstition Boulevard, Apache Junction, Arizona, 85119. For -more information, please contact Nicholas Leftwich, Associate Planner, at (480) 474-8575. Dated at Apache Jtinction, Arizona, this 2nd day of September, 2021. Publish the 11th day of September, 2021. e mit-7; Pena City Clerk Vic inity �4� P-21 -73- PZ Rezoning Request by Keystone Homes froir, General RU.-al Low Denslilk-,y Sinale-Family Detached Residential CIRS-GR" ) to High Density Mul'tiple-Faamily Residential by Planned Development ("RM. -2/PD" ) . RS-,GR RS-GR RS-GR RM-2 RM-2 R Subject Sites N 093MBO 0 100 200 400 xm=uw��Weet A W2 Dale:91112021 CITY OF APACHE JUNCT 300 E SUPERSTITION BLVD APACHE JUNCTION AZ 85119-282 Account AW Net Amount Tax Amount Total Amount Payment Method Payment Amount Amount Due 292756 0004897927 $48.91 $0.00 $48.91 Invoice $0.00 $48.91 Sales Rep: bgrady Order Taker: bgrady Order Created 09/02/2021 Product #Ins Column Lines Start Date End Date PNI-AZCentral.com 1 1.00 73 09/11/2021 09/11/2021 PNI-MesaZ11 1 1.00 73 09/11/2021 09/11/2021 ALL TRANSACTIONS CONSIDERED PAID IN FULL UPON CLEARANCE OF FINANCIAL INSTITUTION Text of Ad: 09/02/2021 NOTICE OF PUBLIC HEARINW. PLANNING&ZONING COMMISSION MEETING AND CITY COUNCIL MEETING Ali interested persons are invited to of- tend and be heard at a PUBLIC HEAR, ING to be lead by the PLANNING AND ZONING COMAVISSION of the City of Aposhe Joriction,Arizona,or,Tuesday, September Ae 2021, and a PUBLIC HEARING to be held by the CITY COUNCh- of the City of Apache Junction,Arizona,on Tuesday,October 19,2021, Both moorings cut[be held at 7i(Xi P.m, in the Apache Junction City Council Chambers, 300 E, Superstition Boulevard, Apache Junction, Ariz000, Consideration and discussion will be, itiven to the finkrainst and other matters related theretm tv.21434PZ This is a proposed rezoning of approxi- mately 14,77 acres neor the southwest corner of Soperstilker Boulevard and Royal Proof Road from General Rural Low Density Sholle-Pormly Detached Residential("RS-GR")to Note Density coultmie,Familly Residential by planned Development VIRM 2/PD") to allow too, Proximately 166 shaile-tondly style and duldex rental homes, The rezoning subiect Area is hatally de- scribed os� APN 101-19-0026 The West horf of the Northeast quarter of the Northeast quarter of the North- west quarter of Section 21, Township I North, Ristriss 8 East of the Gdo and Salt River Bose and Meridian, Plant County,Arizow Except the Portion conveyed in certain worrority deed recorded as 2017-04234, of official records, APN 101,19,0080 The North hWf of the Southeast conorter of the Northeast quarter of the North. west quarter of',action 21, Township I North, Range 8 East of the Chio and Soft River Bose and Nookkon, ispoll Clearly,Arhysur; APN 101,194010 The East half of"Northeast auarber of the Northeast Quortor of the North- west quarter of Section 21, Township I North, Range 8 East of the Goo and Soft River Base and assirimon, Rude Countv,Arizona; Case file P-21-73,PZ which hos been ad, vertived for Public hearings,may be re- viewed from 7�00 ri-ny to 6�00 if�m,, Monday throulth Thursday,except PAR- days� at this Planning Division Office, City Hall Complex, 300 E, Superstition Boulevard, Apache Junction, Arizona, 85119. For more information, phnise contact Nichiclos Leftwich, Associate ishanner,of(480)474-4575� Doled at Apache Junction,Arounia,this 2nd day of September,2D21, Publish the I tin day of Septerroser,20D, Jennifer Pena City cterk Putz�Sept 11,2021 EXHIBIT F 09/07/21 NEIGHBORHOOD MEETING SUMMARY KEYSTONE HOMES I HAVENLY SUPERSTITION Neighborhood Meeting Attendees Rich Eneim,Jr., Keystone Homes Chris Hundelt, Keystone Homes Jeff King, Keystone Homes Tom Bilsten, Bilsten Consulting Krista Bilsten, Bilsten Consulting Brennan Ray, Burch &Cracchiolo, P.A. Leslie Chatburn, Burch &Cracchiolo, P.A. Madison Leake, Burch &Cracchiolo, P.A. 6 neighbors appearing in person with 1 attending via Zoom (See Sign-in Sheet) Overview by Brennan Ra Keystone Homes("Keystone") is a Phoenix based,family-owned builder known for creating high-quality developments. Keystone is proposing to rezone approximately 15±gross acres (12± net acres) on property located at the southwest corner of Superstition Boulevard and Royal Palm Road for the development of a high-quality single-family style, rental residential community known as "Havenly Superstition" (the "Site"). • The Site is located within the Downtown Mixed Use Planning Area of the City's General Plan which provides for high density residential. • Keystone is requesting a zoning change from RS-GR to RM-2 PD. • Approximately 166 single-family style rental residences are proposed in 150 buildings with a density of 11.07 du/ac. • Combination of 1-story and 2-story residences with 6 floor plans ranging from 772 sf.to 1600± sf. • Each stand-alone residence will have a private rear yard. • Approximately 38%of the Site will have open space areas. • Gated community. • Marketed to young professionals, boomers, pre-seniors, seniors and single woman. • This lifestyle combines the best of single-family living with multi-family lease rates. Monthly rental rates for this type of development in today's dollars are typically between $1,300-$1,900. • There will be a property maintenance company that will be responsible for maintaining the perimeters and private rear yards. • Design is very sensitive to the neighbors to the south.A 10' landscape setback is planned on the southern perimeter of the Site that will serve as a buffer to those neighbors to the south. Additionally, only 1-story residences will be built along the southern portion of the Site. • Primary entrance will be off of Superstition Boulevard with a second entrance off of Royal Palm. • Through landscaping design, Keystone has created a sense of arrival that will lead to the leasing office and pool area. • The proposed development is consistent with the General Plan and its requirements. • A website has been created at www.thehaven,isu erstition,com that provides general information on the proposed development,frequently asked questions and answers, the proposed Site Plan and elevations, as well as contact information for the outreach team who are happy to answer any questions about the project. • Filed a Rezoning application requesting to rezone from RS-GR to RM-2 PD. • Community Outreach has been underway. • Neighborhood Meeting on September 7, 2021. • Scheduled for Planning Commission on September 28, 2021 and for City Council on October 19, 2021. Questions,Answers and Comments 1. When will the project begin? A. Anticipate breaking ground around the Vt quarter of 2022. Approximately 16-18 months of construction. Anticipate leasing will begin the 3 rd quarter of 2023. 2. Will there be any age restrictions? A. N o. 3. Will there be perimeter walls around the development? A. Yes, because this is a gated community,there will be a 6' perimeter wall around the entire development. 4. How many 2-story homes are you building? A. There will be 14,2-story homes out of 150 buildings. 5. Where will the 2-story homes be built? A. There will not be any 2-story homes built along the southern perimeter. They are still working on the plans as to the location of the 2-story homes. 6. Given Keystone is proposing to build 166 residences,will there be 2 vehicles per household? Are we looking at 300+cars and, if so, how is that going to affect traffic? A. No,we cannot presume there are going to be 300 vehicles because this type of product draws a high number of single individuals,as well as older married couples who only have one car. Our primary entrance for both residents and guests will be off of Superstition Boulevard. The secondary entrance off of Royal Palm Road will be used by residents only. 7. Will a traffic signal be put in? A. We don't have an answer for you on that right now, but we will follow-up with the City. 8. With our current water shortage,will there be enough water to service all 166 units? A. Yes,we have to provide a Secured Water Supply Certificate to the City ensuring there is enough water to service this development. 9. Are our property taxes going to go sky high with this new development? A. Taxing values are determined by County,City,school districts and other variables. 10. Where is the water run-off from the washes going to go? A neighbor commented the water run-off currently runs off into her horse arena located south of the Site. A. We are required to retain our water on-site. We will be required to pass through and historic drainage that has come through the Site to a point at the southwest corner of the Site. END OF MEETING 2 09/07/21 - Neighborhood Meeting Case No. P-21-73-PZ- (Keystone Homes- Havenly Superstition) SWC of Superstition Blvd & Royal Palm Road SIGN-IN SHEET (PLEASE PRINT) NAME(Please Print) ADDRESS(please include Zip Code) PHONE NO. 6 P, 5 Fc7 826) �j k3GY,- 09/07/21 - Neighborhood Meeting Case No. P-21-73-PZ- (Keystone Homes—Havenly Superstition) SWC of Superstition Blvd & Royal Palm Road SIGN-IN SHEET (PLEASE PRINT) NAME (Please Print) ADDRESS(pleaseinclude Zip Code) PHONE NO. -QA) __z) �C_r�V, __a�rO6 _ALLt� Attendees' List-09.07.21 Virtual NH Mtg Keystone Homes-The Havenly Superstition First Name Last Name Email Harold Heisler Hheisler@me.com EXHIBIT G EXHIBIT C - PUBLIC PARTICIPATION MAP City OfApache Junction Development Services Department Date:5/13/2021 PRE-APPLICATION COMMENTS Project Name: P-21-39-PDR(Keystone Homes) "Please note additional comments may be provided at subsequent reviews. Upon formal submittal please include a comment response letter to all of the comments below.** Planning Comments(Staff Contact: Nicholas Leftwich—480-474-8575) 1. Narrative a. Please note,the proposed development is located in the Downtown Redevelopment Area identified by the 2020 Apache Junction General Plan "Legendary Landscapes& Lifestyles."As such, both city staff and city residents, represented by the City Council and its policies, expect a high standard for the quality of developments proposed for this area.This consideration will be an element of discussion during the relevant public hearings. b. The property is currently zoned RS-GR(General Rural Low Density Single-Family Detached Residential) and will require a rezoning to a higher density multi-family zone such as RM-2/PD. As it considered part of the Downtown Mixed Use section of the city in the General Plan it will not require a General Plan Amendment. c. If deviations from our standard multi-family zoning regulations are required a Planned Development (PD) overlay district will be required. Please provide the development standards with a deviations table if a PD is pursued. d. Please confirm that the proposed development is not an age-restricted community. Per Goal 4.8 of the General Plan, staff are to "disallow age restricted residential developments," and would not support such a proposal. e. Private secured yards for each resident were mentioned in Item B.of"SITE" in the Project Design Summary. Based on the configuration of homes on the site plan, it appears that neighboring home walls and windows form the sidewalls of many of these private yards. Can you confirm this is the case? f. Please address how is parking allocated throughout the site.The minimum parking requirements are met, but the parking plan is unclear and concerns regarding guest parking may be an issue. 2. Site Plan a. Provide full dimensions of the property on the site plan.There maybe an error with the mapping of the width of the development regarding how far west the property line goes. b. Required elements mentioned below that may impact the site plan: i. The west edge of the property on the site plans appears to be the far edge of Colt Road, however the actual edge of the property is the east edge of Colt Road.The 25' dedication required for the east half of Colt Road is out of the west edge of the property,which is 25', is not accounted for on the site plan. ii. A 10 foot landscape buffer will be required on the inside edge of east, north,and west sides of the property. More details will be noted below in the Landscape Plans section. The south side Planning&Zoning—Building&Sqfiety— Code Compliance-Revenue Development 300 F. Superstition Boulevard - Apache Junction,AZ 85119 * Ph: (480)474-5083 -Fax(480)982-7010 1 of the property shall have a paseo/trail path connecting this development to the downtown/park developments planned just west of this property. iii. An eastbound deceleration lane on Superstition Boulevard will be required. Please see the Public Works Engineering Division comments for more details. c. Please note the turn radii for the interior streets.They will need to accommodate emergency vehicles. d. Pavers shall be provided at the main entrance. Please update the proposed site plan upon next submittal. e. Please note all 2 story units on the site plan. 3. Elevations&Architecture a. Please provide conceptual elevations for the clubhouse/leasing office. b. The screen/theme walls facing the streets must be decorative walls and should include columns and a combination of material types. We recommend view fences along sight corridors for more visibility within the development. c. Most HVAC units appear to be located in the rear yards for the buildings, but as a reminder HVAC units or other mechanical equipment are to be placed elsewhere they are to be screened from public view. d. The tower element on the 2-story building(Plan 6)should have the rear side enclosed as well. e. Staff recommends that the front side of the carriage units have a plane change similar to the rear side pop-outs. 4. Landscape Plans and Amenity Plans a. Please provide a landscape plan upon formal submittal. Please note that per our code it must be prepared by a registered landscape architect and contain the elements required by Section 1-8-7 Landscape Plan Submittal Requirements of the Apache Junction Zoning Ordinance. Additional comments may be forthcoming. b. A 10 foot landscape strip on the inside of the property will be required along the street-facing sides of the property, in addition to the space between the property line and the street structures. c. Please provide dimensions of the landscape islands. Per the code, a parking Island shall be provided at least every 12 spaces with a minimum dimension of 5' in width and a minimum area of 50 square feet. Enough landscape islands appear to be provided on the site plan, but they must meet these standards. d. Please confirm if the grass courtyard areas depicted on the illustrative site plan will actually be composed of grass/turf. e. Landscape plans should include list and number of provided plants. f. Minimum parking standards are met, but there may be some concerns regarding the provision of guest parking. g. Please provide an Amenity Plan with details on the proposed amenities and that includes Monument, Wall, Gating, Mailbox, and Trash Enclosure exhibits upon a formal submittal. Please note that materials and colors used in these plans will need to complement the architecture of the development. h. A minimum of three (3) material types should be used in the design of the walls such as but not limited to stone, brick, CMU block and Split Face CMU. A minimum of three(3) material types should be used in the design of the walls such as but not limited to stone, brick, masonry cap, CMU block and Split Face CMU. Columns located every 150'fronting arterials, and stucco walls with slump block columns and cap would look good and match the theme of the development. i. The trash refuse is to be screened by a decorative wall and preferably also some landscaping. Planning&Zoning Building& Sufiety� Code Compliance -Revenue Development 300 E. Superstition Boulevard a Apache Junction,AZ 85119 & Ph: (480)474-5083 -Fax(480)982-7010 2 5. Utility Exhibit a. No comments at this time. 6. Reminder: All proposed lighting shall be dark sky compliant. Fixtures must be down lit and fully shielded. The correlated color temperature (CCT) of lighting shall not exceed 3,000 Kelvins. Staff recommends light poles not to exceed 15' in height. Site Development Engineering Comments(Staff Contact:Sam Jarjice—480-474-5077) 1. All public streets that are adjacent to the development shall be improved per city standards, as required by the Public Works Department. Private drives within the development shall be constructed to provide a safe and an efficient accessibility for vehicular and pedestrians users.The structural pavement cross- sections of the private drives and parking areas shall meet the criteria provided in the geotechnical report for materials type and thickness. 2. Provide city approved driveway entrances. Driveway entrances shall be aligned with the existing driveway entrances across the street, if applicable. 3. Provide adequate Sight Distance and Sight Visibility Triangles per city requirements at driveway entrances. 4. Provide adequate stormwater retention for the entire site per city drainage policy and requirements. Stormwater generated onsite shall be retained within the property boundaries. Provide percolation test results, as part of the geotechnical report at the locations of the proposed stormwater retention areas. 5. Accommodate offsite flows that run across the property. Offsite flows shall be carried through the development and discharged at a location in a manner consistent with historical flow patterns. 6. The parcels shall be combined through the city's lot combination process. 7. Buildings and permanent structures are not allowed in easements, unless extinguished by the respective agencies and utility companies. 8. Underground overhead utilities onsite and adjacent to the site, if any. Underground 12kv or smaller per city planning division requirements. 9. City approved benchmark shall be utilized for the project based on the NAVD 88' Datum. 10. Project survey shall tie into the city GDACS grid. 11. Utilize MAG standards specifications and details, and city's Engineering Standards for details and requirements. Follow Civil Engineering Plan Review Checklist in the preparation of the Improvement Plans, as provided in § 10-2-17 of the city's Engineering Standards. Provide city's General Construction Notes in the Improvement Plans, as shown in the city's Engineering Standards per§ 10-2-12 through § 10-2-16. Apache Junction City Code,Volume 11, Land Development Code, Engineering Standards (Chapter 10) and Subdivision Regulations (Chapter 2) can be downloaded from the city website: https://www.apacheiunctionaz.gov/614/Read-the-City-Code Please assure that a copy of this civil engineering requirements list be delivered to the project civil engineer for onsite design criteria. Refer to City Public Works-Engineering Department comments for any offsite improvement requirements. Public Works Engineering Division Comments(Staff Contact: Emile Schmid—480-474-8515) 1. No comments regarding changes to proposed plans. Planning&Zoning—Building& Sqf�ty— Code Compliance-Revenue Development 300 E. Superstition Boulevard a Apache Junction,AZ 85119 - Ph: (480)474-5083 *Fax(480)982-7010 3 Comments for preparing construction documents forfuture submittals: 1. Please reference the current City of Apache Junction Engineering Standards (2016)for detailed requirements for preparation of future construction documents. Standards are found in Apache Junction City Code Vol. 11 Land Development Code, Chapter 10 Engineering Standards(AJCC,Vol. 11 LDC, Ch. 10), and can be viewed online at: http://library.amlegal.com/nxt/"""gateway.dII/"""Arizona/"""apacheiunction az ldc/chapterl0engineeringst andards?f=templates$fn=default.htm$3.0$vid=amlegal:apacheiunction az$anc=JD Vol.IlCh.10 2. Improvement plans shall be prepared per AJCC,Vol. 11 LDC, Ch. 10, § 10-2 Construction Plan Requirements. 3. All survey and improvement plan documents shall be prepared in conjunction with established verified horizontal control available adjacent to the site, and with NAVD88 vertical datum per the city Survey Benchmark Data Book,January 2008. City will provide electronic copies of the GDACS horizontal control and survey benchmark vertical control data. 4. Developer's engineer shall prepare drainage report including section quantifying and mitigating offsite flows per City requirements. a. Onsite runoff shall be contained onsite per City requirements and shall not encroach into public right-of-way. b. Keep onsite and offsite flows separated. c. Analyze and provide scuppers in curb along all three street frontages to convey half-street runoff to onsite retention basins to maintain one dry lane condition. 5. The site is not located in a FEMAfloodplain. FEMAfloodplain development requirements are not needed for this project. 6. Public streets shall be designed per AJCC,Vol. 11 LDC, Ch. 10, § 10-3 Street Design and Construction. 7. Provide offsite half-street improvements along E. Superstition Blvd. as follows: a. Dedicate 50 feet of public right-of-way(ROW) along the south side of the street (the north side of the property). It is currently a mix of existing 45 feet of ROW and a 33-foot Federal Patent Easement(FPE). b. Dedicate 20-ft by 20-ft triangular ROW corner cut-off visibility triangles at the intersections of Superstition/Colt and Superstition/Royal Palm. c. Pavement installation shall be per C.O.A.J. Std Dtl AJ-20.3, 2.5"A-12.5 over 3"A-19 over 12" ABC, or match existing,whichever is greater. d. Install half-street improvements per 2019 Active Transportation Plan Standard—Local Commercial/industrial road section (Figure 21, page 46). e. Provide eastbound right-turn deceleration lane into project site. f. Install concrete curb ramps per MAG Std. DtI. 237-2, single ramp,with 30-foot radius to face of curb at project entrance. g. Install street lights per city standards: i. Install 160W Phillips LED fixture# RFM-160W48LED4K-G2-R3M-UNV-DMG-PH8-RCD7- GY3 with photoelectric control at 35-ft mounting height on a City of Mesa 100 series stepped streetlight pole P-106 with Type B arm per C.O.M. Std. DtI.SL-73.01. Foundation F-104 per C.O.M. Std. DtI. SL-74.03. Pole shall be centered 1' B.O.W. or 2.5, B.O.C. as specified on layout. ii. Fusing and grounding per City of Mesa streetlight standards. iii. Install pull box per SRP standards. iv. All landscape vegetation shall be located a minimum of thirty-six inches(36")from all pull boxes and street lights.All trees shall be located a minimum of thirty feet(30')from outside base of the tree to all pull boxes and street light poles. Planning&Zoning Building& Sqfety� Code Compliance -Revenue Development 300 E. Superstition Boulevard a Apache Junction,AZ 85119 & Ph: (480)474-5083 -Fax(480)982-7010 4 8. Provide offsite half-street improvements on N. Colt Rd. as follows: a. Dedicate 25 feet of public right-of-way(ROW) along the east side of the street (the west side of the property). b. Install half-street improvements per 2019 Active Transportation Plan Standard—Local Residential road section (Figure 21, page 46). c. Pavement installation shall be per C.O.A.J. Stcl Dtl AJ-20.2, 2"A-12.5 over 2.5"A-19 over 8"ABC, or match existing,whichever is greater. d. Install street lights per city standards: i. Install 85W Phillips LED fixture# RFM-85W36LED4K-G2-R2S-UNV-DMG-PH8-RCD7-GY3 with photoelectric control at 30-ft mounting height on a City of Mesa 100 series stepped streetlight pole P-104 with Type B arm per C.O.M. Std. DtI. SL-73.01. Foundation F-104 per C.O.M.Std. DtI.SL-74.03. Pole shall be centered 1' B.O.W.or 2.5' B.O.C. as specified on layout. ii. Fusing and grounding per City of Mesa streetlight standards. iii. Install pull box per SRP standards. iv. All landscape vegetation shall be located a minimum of thirty-six inches(36")from all pull boxes and street lights.All trees shall be located a minimum of thirty feet(30')from outside base of the tree to all pull boxes and street light poles. 9. Provide offsite half-street improvements along N. Royal Palm Rd. as follows: a. Dedicate 40 feet of public right-of-way(ROW) along the west side of the street(the east side of the property). It is currently a 33-ft Federal Patent Easement(FPE), an additional 7 feet beyond the FPE is required for a minor arterial road alignment. b. Install half-street improvements per 2019 Active Transportation Plan Standard—Local Commercial/industrial road section (Figure 21, page 46). c. Provide southbound right-turn deceleration lane into project site. d. Install concrete curb ramps per MAG Std. DtI. 237-2, single ramp,with 25-foot radius to face of curb at project entrance. e. Underground overhead electrical lines if applicable per AJ.C.C. City Code,Vol. 2, § 1-8-6(K). f. Pavement replacement shall be per C.O.A.J. Stcl Dtl AJ-20.2, 2"A-12.5 over 2.5"A-19 over 8" ABC, or match existing,whichever is greater. g. Install street lights per city standards: i. Install 85W Phillips LED fixture# RFM-85W36LED4K-G2-R2S-UNV-DMG-PH8-RCD7-GY3 with photoelectric control at 30-ft mounting height on a City of Mesa 100 series stepped streetlight pole P-104 with Type B arm per C.O.M. Std. DtI. SL-73.01. Foundation F-104 per C.O.M. Std. DtI.SL-74.03. Pole shall be centered 1' B.O.W. or 2.5' B.O.C. as specified on layout. ii. Fusing and grounding per City of Mesa streetlight standards. iii. Install pull box per SRP standards. iv. All landscape vegetation shall be located a minimum of thirty-six inches(36")from all pull boxes and street lights.All trees shall be located a minimum of thirty feet(30')from outside base of the tree to all pull boxes and street light poles. 10. Provide signing/striping plans. Show existing signs, new locations of relocated existing signs or new signs; show existing striping and any modifications to same; show new striping. 11. Provide cost estimate for offsite improvements. 12. No onsite private structures or private signage shall extend into public right-of-way. 13. Any necessary back-flow preventers (BFPs) installed with the project shall be installed on private property. BFPs may not be placed in the public right-of-way 14. Detailed comments will be provided for each project plan submittal. Planning&Zoning—Building& Sqfiety� Code Compliance -Revenue Development 300 E. Superstition Boulevard - Apache Junction,AZ 85119 * Ph: (480)474-5083 -Fax(480)982-7010 5 Building Safety Division Comments(Staff Contact: Dave Zellner—480-474-5084): 1. The carriage houses with garages below them may not qualify as one/two family homes if the garages can be used by persons other than the carriage house occupants.They would then require 2018 IBC codes and require fire suppression as R-2 apartments. 2. Please also indicate the maximum hose lay distance required to the farthest point from fire department access. Sewer Comments(Staff Contact: Darron Anglin—480-941-6760/Anne Latimer—480 941-6766) 1. The Superstition Mountain Community Facilities District No. I has reviewed the documents and will be able to provide sewer service to this development. Currently,the closest line to the proposed development is on N Winchester Road. Fire District Comments(Staff Contact: Rick Ochs—480-982-4440 ext. 162) 1. With regards to the Keystone Homes development, we recommend approval of the subdivision contingent upon the following: a. A"Looped" Water Supply System is required. b. Fire hydrants spacing no greater than 500' in approved locations. c. Blue reflective Fire Hydrant Markers be affix to the roadway for location identification. Information regarding type and locations to be applied will be provided by the fire district. d. No Parking—Fire Lane signage or painted curbing will be required in various locations. Location to be approved by the fire district. e. Fire rated construction, per Building Code f. The installation of any gates will require a submission of plans to the fire district for approval,and require a permit for installation. Public Safety Comments(Staff Contact:Troy Mullencler—480-474-5076) 1. The police department has no issue with this project as currently presented. Arizona Water Company Comments(Staff Contact:Joe Whelan—480-982-2201) 1. The Arizona Water Company has water mains on Superstition Boulevard and Royal Palm. Please submit formal water plans to Gloria Sesmas at their Phoenix office so that they can further determine how to best serve the project. Economic Development Comments(Staff Contact:Janine Solley—480-474-5076) 1. Economic Development is thrilled to see the project proposed by Keystone Homes that will be located near the heart of our downtown. The Build-for-Rent product is such a popular trend and we are so glad to see the diversity this residential product will bring to Apache Junction that doesn't currently exist. I appreciate that the concept includes a variety of floor plans and sizes, and the exterior look creates interest with quality design and material selections. The additional rooftops and population being added in this area will certainly enhance and boost the local economy with more consumers very nearby to support restaurants and shops on a consistent basis. We are glad to see the interest to invest in Apache Junction and look forward to them becoming part of our amazing community! Planning&Zoning—Building& Sajm�v— Code Compliance -Revenue Development 300 E. Superstition Boulevard a Apache Junction,AZ 85119 - Ph: (480)474-5083 *Fax(480)982-7010 6 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 14. File ID: 21-555 Sponsor: Chip Wilson Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Consideration of approval of Resolution No. 21-51 reaffirming the City of Apache Junctions support for the Southeast Arizona Land Exchange and Conservation Act and recognizing Resolution Copper Company for its investments and efforts in developing the copper mine NEAR or IN Superior and enhancing the local, state and regional economics. City of Apache Junction,Arizona Page 1 Printed on 1011312021 RESOLUTION NO. 21-51 A RESOLUTION OF THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA REAFFIRMING SUPPORT FOR THE SOUTHEAST ARIZONA LAND EXCHANGE AND CONSERVATION ACT AND RECOGNIZING RESOLUTION COPPER COMPANY FOR ITS INVESTMENTS AND EFFORTS IN DEVELOPING A NEW COPPER MINE AND ENHANCING THE LOCAL, STATE, AND REGIONAL ECONOMIES . WHEREAS, on July 16, 2013, the Apache Junction City Council declared its support of the Resolution Copper Project and the Southeast Arizona Land Exchange and Conservation Act; and WHEREAS, the City of Apache Junction recognizes the importance of regional economic development; and WHEREAS, the City of Apache Junction continues to recognize the significant role that copper mining has played in the history of the State of Arizona for more than 100 years; and WHEREAS, Resolution Copper has been actively engaged in the development of an environmentally sound, socially responsible underground mining project in and around the Oak Flat area near the Town of Superior, Arizona; and WHEREAS, the City of Apache Junction understands the positive financial impacts of the project and recognizes that there may be possible cultural impacts the proposed copper mine; and WHEREAS, the City of Apache Junction understands the importance of the Southeast Arizona Land Exchange and Conservation Act and Arizona ' s economic future NOW, THEREFORE, BE IT RESOLVED that the Mayor and City Council of the City of Apache Junction hereby reaffirms its full support for the Southeast Arizona Land Exchange and Conservation Act and the Resolution Copper mine . PASSED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, THIS DAY OF r 2021 . SIGNED AND ATTESTED TO THIS DAY OF 2021 WALTER "CHIP" WILSON Mayor JENNIFER PENA City Clerk APPROVED AS TO FORM: RICHARD J. STERN City Attorney City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 15. File ID: 21-567 Sponsor:Jennifer Pena Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Consideration of applicants for annual appointments and reappointments for the City of Apache Junction Boards and Commissions. Council interviewed applicants at the October 18th work session and may take this opportunity to fill the positions. City of Apache Junction,Arizona Page 1 Printed on 1011312021 2021 BOARD AND COMMISSION APPOINTMENT DETAIL Board qf.p�djustrrgqnt The primary duty of this Board is to hear and decide appeals or decisions made by the Zoning Administrator in enforcement of the Zoning Ordinance. Members also hear appeals from the Zoning Administrator's decisions in granting or denying issuance of building use permits and hear and decide all matters referred to the Board by the Zoning Administrator. There are seven (7) members who.must be city residents. Members are appointed for a (3)three-year term. The board meets on an as-needed basis. Board Liaison— Larry Kirch,480-474-5083, Lkirch@apachejunctionaz.gov Terms Expiring 2021 Terms Expiring 2022 Terms Expiring 2023 Walker Waldie- Resident Carl Osaki-Resident Sean O'Hara-Resident Did not reapply 1st Term 1st Term 1st Term Oct 02, 2018 to Oct 31, 2021 Nov 01, 2020 to Oct 31, 2022 Nov 01, 2020 to Oct 31, 2023 CaRlin Knox- Resident Frank Schoenbeck- Resident Luciano Buzzin-Resident Did not reapply 1st Term V Term 2nd Term Nov 01, 2020 to Oct 31, 2021 Nov 17, 2015—Oct 31, 2022 Nov 01, 2020 to Oct 31, 2023 Joe Durbala-Resident Ist Term Nov 01, 2020 to Oct 31, 2023 There are two appointments for this board. Interviewing Also Applied For City Resident Incumbent Applicants: None Applicants: Jeff Bartlett HHS, MPC and P&Z y Glynis Getman HHS, PAC and P&Z y S:\Boards and Commissions\Annual Board and Commission Appointments\21-22 Appointment Process\B&C Info with Applicants and Incumbents.docx Construction Board o A ea s The primary duty of the Board is to hear and decide appeals made by individuals regarding construction codes and decisions made by the Building and Safety Manager.To provide for reasonable interpretations of the provisions of the Technical Codes to determine the suitability of alternate materials and methods of construction, and to recommend changes of the various building and fire codes to the Building and Safety Manager. There are five (5) members and they do not need to be residents of the city. Members are appointed to a (3)three-year term. Members consist of: 0 1 architect or engineer licensed by the State of Arizona, 0 1 general building contractor licensed by the State of Arizona and experienced in the construction of commercial/industrial buildings, 0 1 licensed residential homebuilder experienced in the construction of 1-and 2-family dwelling units, 0 1 electrical, plumbing or mechanical contractor licensed by the State of Arizona, and 0 1 general public member. Board members meet only on an as-needed basis. Board Liaison— Larry Kirch,480-474-5083, Lkirch@apachejunctionaz.gov Terms Expiring 2021 Terms Expiring 2022 Terms Expiring 2023 Todd E. Kanz- Resident Dave M Hantzsche-Resident Dallas Dewey—Non-Resident Did not reapply 2nd Term 3rd Term 1st Term Dec 19, 2017 to Oct 31, 2022 Jul 2, 1991 to Oct 31, 2023 Nov 06, 2019 to Oct 31, 2021 Position Position Position Contractor(Other than Lay Person Contractor(Non-General) General) VACANCY Jesse Gage-Resident 2nd Term Oct 03, 2017 to Oct 31, 2023 Position Position General Contractor Professional Architect/Engineer There is one appointment and one vacancy for this board. Interviewing Also Applied For City Resident Incumbent Applicants: None Applicants None S:\Boards and Commissions\Annual Board and Commission Appointments\21-22 Appointment Process\B&C Info with Applicants and Incumbents.docx Health and Human Services Commission This Commission conducts public hearings to determine the needs of City residents with regard to public health, provision of human services and care of the elderly, handicapped and developmentally disabled. They enhance the development of public health through public forums, seminars and work with other agencies.The Commission reviews requests submitted by health and human services providers for the City funding and makes recommendations to the Council regarding such funding.The group assists in the development of health care facilities and also makes recommendations regarding elderly health care and emergency transportation programs. There are five (5) members,at least 3 of the 5 members shall be residents of the cit ,and no more than 2 being non-residents from within the zone of influence. No individual shall be appointed to this commission if the individual has received funding from the city either as an individual, or if such person has served on the board of an agency or been the employee of an agency that has received funding from the city at any time during the preceding 12 months. Members are appointed for a (3)three-year term. This commission meets once a month. Board Liaison—Jennifer Pena, 480-474-5068,jpena@apachejunctionaz.gov Terms Expiring 2021 Terms Expiring 2022 Terms Expiring 2023 Syri L Gerstner- Resident Mary Erickson-Resident Judy Borey- Resident 1st Term 2nd Term 2nd Term Nov 01, 2019 to Oct 31, 2021 Oct 04, 2016 to Oct 31, 2022 Oct 03, 2017 to Oct 31, 2023 Jeffrey P Mitchell - Resident Michelle Kinner—Non-Resident within 5 miles. 1st Term 1st Term Nov 01, 2020 to Oct 31, 2021 Nov 01, 2020 to Oct 31, 2023 There are two appointments for this commission. Interviewing Also Applied For City Resident Incumbent Applicants: Syri Gerstner y Jeff Mitchell PAC and P&Z y Applicants Jeff Bartlett MPC, BofA and P&Z y Michael Brennan No Glynis Getman BofA, PAC and P&Z y Christopher Simpson No S:\Boards and Commissions\Annual Board and Commission Appointments\21-22 Appointment Process\B&C Info with Applicants and Incumbents.docx Industrial Devel!og)ment Authnrity Promotes industry and develops trade in the Apache Junction area and assists, financially and otherwise, in the rehabilitation, expansion and development of all kinds of businesses and industries, which promotes and assures job opportunities. There are seven (7) members who.must be city residents. Members are appointed for a (6) six-year term. Meetings are held on an as-needed basis. Board Liaison - Beth Kuenstler, 480-474-5066, bkuenstler@apachejunctionaz.gov Terms Expiring 2021 Terms Expiring 2022 Terms Expiring 2026 Michael D McGraw Resident Luciano Buzzin-Resident Charles E Beal -Resident 1st Term 2nd Term 1st Term Oct 03, 2017 to Oct 31, 2021 Oct 18, 2011 to Oct 31, 2022 Nov 01, 2020 to Oct 31, 2026 Jason M Moeller- Resident Harvey Clark-Resident Bambi L Johnson-Resident Did not Reapply 1st Term 2nd Term 1st Term Oct 20, 2015 to Oct 31, 2021 Oct 21, 2014 to Oct 31, 2022 Nov 01, 2020 to Oct 31, 2026 VACANCY* Nov 01, 2020 to Oct 31, 2026 There are two appointments and one vacancy for this board. Interviewing Also Applied for City Resident Incumbent Applicants: Michael McGraw y NewApplicants: Dr. Michael Sutton y *This seat became vacant when Jeff Bartlett resigned on 3/12/2021 S:\Boards and Commissions\Annual Board and Commission Appointments\21-22 Appointment Process\B&C Info with Applicants and Incumbents.docx Library Board The primary responsibility of this Board is to inform and advise the City Council on matters of public interest and need in relation to the resources and services of the Apache Junction Public Library.They also recommend the policy for governing, control and improvement of the Library and promote the public's awareness of the services available at the Library. There are seven (7) members who must be city residents. Members are appointed to serve a (3)three- year terms. The board meets once a month. Board Liaison -Sande Lee-Brown,480-474-8571, sleebrown@apachejunctionaz.gov Terms Expiring 2021 Terms Expiring 2022 Terms Expiring 2023 Vera Walters-Resident Judy Borey- Resident Vivian Rajsk!-Resident 1st Term 3rd Term Ist Term Oct 02, 2018 to Oct 31, 2021 Oct 07, 2011 to Oct 31, 2022 Nov 01, 2020 to Oct 31, 2023 Samuel Graves- Resident Lori Wine-Resident Pam Krause- Resident 2nd Term 1st Term 1st Term Sep 20,2016 to Oct 31, 2021 Nov 01, 2020 to Oct 31, 2022 Nov 01, 2020 to Oct 31, 2022 VACANCY* 11/1/2020 to 10/31/22 There are two appointments and one vacancy for this board. Interviewing Also Applied for City Resident Incumbent Applicants: Sarnual Graves y Vera Walters y New Applicants: Cheryl Hall P&R y Yvonne Kruser PAC and P&R y *This seat became vacant when Jeff Bartlett resigned on 3/12/2021 S:\Boards and Commissions\Annual Board and Commission Appointments\21-22 Appointment Process\B&C Info with Applicants and Incumbents.docx The primary duties of this Corporation are related to City bond issues that are under consideration.The Corporation reviews the City's Annual Report and Certificate of Disclosure at the end of each fiscal year. The group is required by the Arizona Corporation Commission to file a Corporation Annual Report and Certification of Disclosure along with the Listing of all Municipal Corporation Officers and Directors.This report must include the City's annual Assets and Liabilities. There are five (5) members who must be city residents. Members are appointed to serve a (3)three-year term. The corporation meets annually and when a bond issue may be considered. Board Liaison - Beth Kuenstler, 480-474-5066, bkuenstler@apachejunctionaz.gov Terms Expiring 2021 Terms Expiring 2022 Terms Expiring 2023 Wayne Standage- Resident Dave M Hantzsche-Resident Bambi L Johnson- Resident 3rd Term Ist Term Ist Term Oct 20, 2009 to Oct 31, 2021 Nov 01, 2019 to Oct 31, 2022 Nov 01, 2020 to Oct 31, 2023 CE Beal - Resident Frank F Schoenbeck-Resident 1st Term 1st Term Nov 01, 2020 to Oct 31, 2021 Nov 01, 2020 to Oct 31, 2022 There are two appointments for this board. Interviewing Also Applied for City Resident Incumbent Applicants: Wayne Standage P&R (Incumbant) Y CE Beal' y New Applicants: Jeff Bartlett BofA, HHS and P&Z Y 1� CE Beal is also appointed to the IDA(until 10/26) and PSPRS (until 10/24). S:\Boards and Comm issions\Annua I Board and Commission Appointments\21-22 Appointment Process\B&C Info with Applicants and Incumbents.docx Parks and Recreation Commission This Commission recommends regulations and policies for the government, control and improvement of the public parks.The Commission also recommends fees for the use of public park facilities and other changes as necessary for the efficient management of the City parks and the City's recreation program. There are seven (7) members who-must be city residents. Members are appointed for a (3)three-year term. The commission meets once a month. Board Liaison—Liz Langenbach, 480-474-5079, llangenbach@apachejunctionaz.gov Terms Expiring 2021 Terms Expiring 2022 Terms Expiring 2023 Walker J Waldie- Resident Heather M Moeller-Resident Judy Borey- Resident Did not reapply 1st Term 2nd Term 2nd Term Oct 02, 2018 to Oct 31, 2021 Sep 20, 16 to Oct 31, 2022 Oct 03, 2017 to Oct 31, 2023 Frank F Schoenbeck- Resident Luciano Buzzin-Resident Diele Kyhn- Resident 2nd Term 2nd Term 1st Term Oct 2, 2015 to Oct 31, 2021 Sep 19, 17 to Oct 31, 2022 Nov 01, 2020 to Oct 31, 2023 Wayne Standage- Resident 3rd Term Apr 17, 2007 to Oct 31, 2021 There are three appointments for this commission. Interviewing Also Applied for City Resident Incumbent Applicants: Frank Schoenbeck' P&Z y Wayne Stanclage MPC (Incumbant) y New Applicants: Terrahe Moore y Yvonne Kruser LB & PAC y Frank Sperna y Cheryl Hall LB y Carlos Aquirre y 1. Frank Schoenbeck is also appointed to the BofA (until 10/22) and MPC (until 10/23). S:\Boards and Comm issions\Annua I Board and Commission Appointments\21-22 Appointment Process\B&C Info with Applicants and lncumbents.docx RlanninR and Zoning Commission The primary duties of this commission is to formulate, create and administer any lawful plan duly adopted by the governing body for the present and future growth of the city pertaining to the use of land and buildings for any purpose,together with all incidental activities usually associated therewith and commonly known as "Planning and Zoning." They shall also make or cause to be made a continuous study of the best present and future use to which land and buildings shall be put within the city and in cooperation with adjacent areas and to recommend to the governing body revisions in the plans which, in the opinion of the commission, are for the best interest of the citizens of the city and promulgate rules of procedure and to supervise the enforcement of rules so promulgated by the commission and approved by the governing body. There are seven (7) members who.must be city residents. Members are appointed to serve a (3)three- yearterm. The commission meets twice a month. Board Liaison—Larry Kirch, 480-474-5083, Ikirch@apachejunctionaz.gov Terms Expiring 2021 Terms Expiring 2022 Terms Expiring 2023 Dirk Begeman Resident Robin Barker-Resident Darryl Cross-Resident 1st Term Ist Term 1st Term Nov 01, 2020 to Oct 31, 2021 Jan 01, 2021 to Oct 31, 2022 Nov 01, 2020 to Oct 31, 2023 Richard L Cantwell - Resident Dave M Hantzsche- Resident Jesse Gage-Resident 1st Term 2nd Term 1st Term Dec 01, 2020 to Oct 31, 2021 Feb 05, 2019 to Oct 31, 2022 Nov 01, 2020 to Oct 31,2023 Peter Heck-Resident 3rd Term Jul 16,2013 to Nov 01, 2023 There are two appointments for this commission. Interviewing Also Applied for City Resident Incumbent Applicants: Dirk Begeman y Richard Cantwell y New Applicants: Jeff Mitchell HHS (incumbent) and Y PAC Sarah Snyder Y Jeff Barlett MPC, BofA, and HHS y Jaime Lanza 2 y Frank Schoenbeck' P&R y Glynis Getman HHS, PAC and BofA y George Schroeder y Mehmood Mohiuddun y 1. Frank Schoenbeck is also appointed to the BofA (until 10/22) and MPC (until 10/23). 2.Jaime Lanza is also appointed to PSPRS (until 10/22). S:\Boards and Comm issions\Annua I Board and Commission Appointments\21-22 Appointment Process\B&C Info with Applicants and Incumbents.docx Public Arts Commission This commission promotes and encourages diverse citizen participation in public art.They assist corporations, commercial developments, and other private and governmental entities to incorporate public art and recommend the operating and capital improvement program budgets for the public art program. They make recommendations regarding the operating and capital improvement program budgets for the public art program.The commission also conducts the request for qualifications process for all public art installations and reviews gifts of art offered to the city for artistic and cultural purposes.They provide information, recommendations and advise city council and staff on public art policies and initiatives relating to the city's mission and vision statements for all art.They serve as recommending body on public art projects relating to art in public places and as the recommending body on public art projects relating to art in private development. The Public Arts Commission shall consist of seven (7) members,at a minimum,the commission shall have four(4) Apache Junction city residents represented. Members are appointed to a three (3)year term. Membership shall be comprised as follows: 0 2 members: practicing artists (either resident or not)from the visual, public, and performing arts discipline) 0 2 members: a person (either resident or not) with an interest in visual, performing arts, architecture or urban design; 0 1 member: practicing professional (either resident or not)from the field of design, or architecture, (should an eligible applicant not apply, an additional practicing artist shall fill this seat); 0 1 member: a person (either resident or not)with an interest in the history of Apache Junction,the State of Arizona, and/or the surrounding area; and 0 1 member a regional business representative from an organization that supports the arts and culture. The commission meets once a month. Board Liaison—Larry Kirch, 480-474-5083, lkirch@apachejunctionaz.gov Terms Expiring 2021 Terms Expiring 2022 Terms Expiring 2023 Anne Coe—Non-Resident Jarred T m- Resident 1st Term Ist Term Nov 01, 2019 to Oct 31, 2022 Nov 01,2019 to Oct 31, 2023 Practicing Artist Regional Business Rep Jeffery Danford-Resident Ryan E Buys—Non-Resident 1st Term 1st Term Nov 01, 2020 to Oct 31, 2022 Nov 01, 2019 to Oct 31, 2023 Interest in Art Practicing Professional Liz Nicklus-Resident VACANCY* 1st Term Interest in Art Nov 01, 2019 to Oct 31, 2023 Interest in the History of AJ Gretchen Klett-Resident 1st Term Nov 01, 2019 to Oct 31, 2023 Practicing Artist S:\Boards and Commissions\Annual Board and Commission Appointments\21-22 Appointment Process\B&C Info with Applicants and Incumbents.docx Public Arts Commission — continued There is one vacancy for this commission. Interviewing Also Applied for City Resident Incumbent Applicants: None New Applicants: Jeffrey Mitchell HHS (incumbent) and y P&Z Glynis Getman HHS, BofA and P&Z y Yvonne Kruser P&R and LB y *Commissioner passed away during appointment. S:\Boards and Comm issions\Annua I Board and Commission Appointments\21-22 Appointment Process\B&C Info with Applicants and lncumbents.docx Public Sa et Personnel Retirement Board This board, required by state law section 38-847, is responsible for acting on applications for Deferred Retirement Option Plan (DROP), normal retirement, accidental, disability retirements and survivor benefits filed by system members. There are five (5) members consisting of the mayor as board chair,two citizen members(who do not have to be city residents) and two members from the Apache Junction Police Department. Board members are appointed for(4)four-year term. This board is required to meet at least two times a year and meets more as necessary. Board Liaison -Jennifer Pena, 480-474-5068,jpena@apachejunctionaz.gov Terms Expiring 2022 Terms Expiring 2023 Terms Expiring 2024 Ernest Eaton Chip Wilson Chris Sabo 1st Term 1st Term Znd Term Nov 01, 2018 to Oct 31,2022 Jan 01, 2021 to Jan 01,2023 Nov 01, 2020 to Oct 31, 2024 Jaime Lanza CE Beal 1st Term 1st Term Nov 01,2020 to Oct 31, 2022 Nov 01,2020 to Oct 31, 2024 There are no appointments or vacancies. interviewing Also Applied for City Resident Incumbent Applicants: N/A New Applicants: N/A S:\Boards and Comm issions\Annua I Board and Commission Appointments\21-22 Appointment Process\B&C Info with Applicants and Incumbents.docx ies District No. 1 The Superstition Mountains Community Facilities District No. 1 was formed by the Apache Junction City Council in July 1992, pursuant to Title 48, Chapter 4, Article 6 of the Arizona Revised Statutes as a separate governmental entity from the City and is governed by an independent,voluntary, five member Board of Directors.The District is an independent, public, non-profit utility developed solely for the benefit of its customers and the Apache Junction community to operate, and maintain a regional system for the collection, transport, and treatment of sewage from the properties existing within its boundaries. There are five (5) members, members must be property owners within the service boundaries who own no more than 40 acres. Members are appointed to a (6)six-year terms. The board meets once a month and holds special meetings when necessary. Board Liaison -Jennifer Pena, 480-474-5068,jpena@apachejunctionaz.gov Terms Expiring 2022 Terms Expiring 2026 James M Reynolds Terry J Dunn 1st Term 2nd Term Jun 21, 2016 to Jul 07, 2022 Feb 7, 2017 to Jul 07, 2026 Jesse R Gage Kathleen Waldron 1st Term 2nd Term Jun 21, 2016 to Jul 07, 2022 Nov 05, 2002 to Jul 07, 2026 Philip A Tremonti 1st Term Dec 19, 2017 to Jul 07,2022 There are no appointments or vacancies. Interviewing Also Applied for City Resident Incumbent Applicants: N/A New Applicants: N/A S:\Boards and Comm issions\Annua I Board and Commission Appointments\21-22 Appointment Process\B&C Info with Applicants and lncumbents.docx Board and Commission Applicant Overview TAB 1 TAB 2 TAB 3 TAB 4 TAB 5 TAB 6 TAB 7 TAB 8 TAB 9 TAB 10 TAB 11 Construction Board of Health and Human Applicant Board of Adjustment Appeals Services IDA Library MPC Park&Rec P&Z Public Art PSPRS Superstition Mtn CFD 3 Yr Term 3 Yr Term 3 Yr Term 6YrTerm 3 Yr Term 3 Yr Term 3 Yr Term 3 Yr Term 3 Yr Term 4 Yr Term 6 Yr Term Candidate:lncumb/App 7-Members 5-Members 5-Members 7-Members 7-Members 5-Members 7-Members 7-Members 7-Members 5-Members 5-Members Candidate Selection Pref Resident only Non-Res OK 3 must be Res Resident only Resident only Resident only Resident only Resident only 4-AJ Res @0 thnes 2 Citizen+2 AJPD Service Boundaries Council Selection Pref 2 zone of WlUence Expiring Terms-2 Expiring Terms-2 Expiring Terms-2 Expiring Terms-2 Expiring Terms-2 Expiring Terms-2 Expiring Terms- 3 Expiring Terms-2 Expiring Terms-0 Expiring Terms-0 Expiring Terms-0 Vacancy-1(2026) Vacancy-I(2G22) Vacancy-1(2022) Quafifications Req r on Ws eq r Condftions Req Carlos�"Frw�Resident Applicant Candidate Selection Pref 1 Council Selection Pref COUNCIL NOTES: Jeff Borlet�,7�0, ent,,1,1,1,1',""�,,�,, Applied Applied Applied Applied Candidate Selection Pref 3 2 4 1 Council Selection Pref COUNCIL NOTES: 0�Beal;,��Resldent,�................. currently serving 2026 Incumbant currently serving 2024 Candidate Selection Pref 1 Council Selection Pref COUNCIL NOTES: Incumbent Candidate Selection Pref 1 Council Selection Pref COUNCIL NOTES: RESWENT Applicant Candidate Selection Pref I Council Selection PrE COUNCIL NOTES: RIchar, Ca,0", Incumbent Candidate Selection Pref 1 Council Selection Pref COUNCIL NOTES: Incumbent Candidate Selection Pref I Council Selection Pref COUNCIL NOTES: Applicant Applicant Applicant Applicant Candidate Selection Pref Council Selection Pref COUNCIL NOTES: Aoolicant stated she will service on whichever board or commission which seems most aooror)riate. Board and Commission Applicant Overview TAB 1 TAB 2 TAB 3 TAB 4 TAB 5 TAB 6 TAB 7 TAB 8 TAB 9 TAB 10 TAB 11 Construction Board of Health and Human Applicant Board of Adjustment Appeals Services IDA Library MPC Park&Rec P&Z Public Art PSPRS Superstition Mtn CFD 3 Yr Term 3 Yr Term 3 Yr Term 6YrTerrn 3 Yr Term 3 Yr Term 3 Yr Term 3 Yr Term 3 Yr Term 4 Yr Term 6 Yr Term Candidate:lncumb/App 7-Members 5-Members 5-Members 7-Members 7-Members 5-Members 7-Members 7-Members 7-Members 5-Members 5-Members Candidate Selection Pref Resident only Non-Res OK 3 must be Res Resident only Resident only Resident only Resident only Resident only 4-AJ Res @0 thnes 2 Citizen+2 AJPD Service Boundaries Council Selection Pref 2 zone of WlUence Expiring Terms-2 Expiring Terms-2 Expiring Terms-2 Expiring Terms-2 Expiring Terms-2 Expiring Terms-2 Expiring Terms- 3 Expiring Terms-2 Expiring Terms-0 Expiring Terms-0 Expiring Terms-0 Vacancy-1(2026) Vacancy-I(2G22) Vacancy-1(2022) Quafifications Req r on Ws eq r CondWons Req S�qnuel,!lirayes,�7 Resident Incumbant Candidate Selection Pref 1 Council Selection Pref COUNCIL NOTES: ),,,'�-]Resklent............. Applicant Applicant Candidate Selection Pref 1 2 Council Selection Pref COUNCIL NOTES: Applicant Applicant Applicant Candidate Selection Pref 1 2 3 Council Selection Pref COUNCIL NOTES: Applicant Currently serving(2022) Candidate Selection Pref 1 Council Selection Pref COUNCIL NOTES: Mithbal'"rW7�Resldent,,�? Incumbent Candidate Selection Pref I Council Selection Pref COUNCIL NOTES: �effray' "7Residerrt,,,;:1­,, Incumbent Applicant Applicant Candidate Selection Pref 1 3 2 Council Selection Pref COUNCIL NOTES: M Vphluddum�,-,Reside t Applicant Candidate Selection Pref 1 Council Selection Pr I COUNCIL NOTES:Unable to attend interview as he is out of the country due to a family emergency. Applicant Candidate Selection Pref 1 Council Selection Pref COUNCIL NOTES: Board and Commission Applicant Overview TAB 1 TAB 2 TAB 3 TAB 4 TAB 5 TAB 6 TAB 7 TAB 8 TAB 9 TAB 10 TAB 11 Construction Board of Health and Human Applicant Board of Adjustment Appeals Services IDA Library MPC Park&Rec P&Z Public Art PSPRS Superstition Mtn CFD 3 Yr Term 3 Yr Term 3 Yr Term 6YrTerrn 3 Yr Term 3 Yr Term 3 Yr Term 3 Yr Term 3 Yr Term 4 Yr Term 6 Yr Term Candidate:lncumb/App 7-Members 5-Members 5-Members 7-Members 7-Members 5-Members 7-Members 7-Members 7-Members 5-Members 5-Members Candidate Selection Pref Resident only Non-Res OK 3 must be Res Resident only Resident only Resident only Resident only Resident only 4-AJ Res @0 thnes 2 Citizen+2 AJPD Service Boundaries Council Selection Pref 2 zone of WlUence Expiring Terms-2 Expiring Terms-2 Expiring Terms-2 Expiring Terms-2 Expiring Terms-2 Expiring Terms-2 Expiring Terms- 3 Expiring Terms-2 Expiring Terms-0 Expiring Terms-0 Expiring Terms-0 Vacancy-1(2026) Vacancy-I(2G22) Vacancy-1(2022) Quafifications Req r on Ws eq r Condftions Req fr4t,k S "beck, R, 'd t..... currently serving 2022 currently serving 2023 Incumbant Applicant , I 4s! pn Candidate Selection Pref 2 1 Council Selection Pref COUNCIL NOTES: Georg .,e Applicant Candidate Selection Pref 1 Council Selection Pref COUNCIL NOTES: Cb simp ON RESIDENT Applicant Candidate Selection Pref I Council Selection Pref COUNCIL NOTES: Applicant Candidate Selection Pref 1 Council Selection Pref COUNCIL NOTES: Business in A.1-Tarradiddles Fran �J ,kSperq�r r�Resident Applicant Candidate Selection Pref 1 Council Selection Pref COUNCIL NOTES: W,aynq�SJ;,ip4p&p- Incumbant Incumbant Candidate Selection Pref 2 1 Council Selection Pref COUNCIL NOTES: Dr,'Michael Sutton-Be�klprtt�, Applicant Candidate Selection Pref 1 Council Selection Pref COUNCIL NOTES: va,ra,,W,41X4#s-,Re ............ Incumbant ,si�clgn 1,1 1 �I Candidate Selection Pref 1 Council Selection Pref COUNCIL NOTES: City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 16. File ID: 21-563 Sponsor:Jennifer Pena Agenda Date: 10/19/2021 Index: In Control: City Council Meeting Executive Session at 6:00 P.M. for Monday, November 1st and Executive Session at 6:00 P.M. for Tuesday, November 2nd in the city council conference room located at 300 E. Superstition Boulevard in Apache Junction,Arizona and other meetings scheduled if necessary. City of Apache Junction,Arizona Page 1 Printed on 1011312021