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HomeMy WebLinkAbout2021 12.07 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, December 7,2021 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. 21-677 Consideration of acceptance of agenda. Sponsors: Jennifer Pena 2. 1-678 Consideration of approval of minutes of the regular meeting of November 16th, 2021. Sponsors: Jennifer Pena Attachments: CC Minutes 11162021 3. 21-700 Consideration of approval of employment agreements for associate magistrate and judicial assistant. Sponsors: Aaron LaSota Attachments: Memo to Council Assoc Ma Aqr Judicial Assist Aqr 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. City of Apache Junction,Arizona Page 1 Printed on 1113012021 City Council Meeting Agenda December 7,2021 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. 4. 21-679 Brief summary of intergovernmental updates from mayor and councilmembers. Sponsors: Chip Wilson 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. 5. 21-680 City Manager's Report. Sponsors: Bryant Powell 6. 21-676 Discussion with Representative John Fillmore to discuss the upcoming Arizona legislative session starting in January. Sponsors: Bryant Powell 7. 21-681 Announcement of current events. Sponsors: Al Bravo 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. 8. 21-669 Presentation, discussion, public hearing and consideration of application for a series 012 (restaurant) liquor license application for Saigon Noms located at 1200 W. Apache Trail. The next step in the process is for council to hold a public hearing on the application and make a recommendation of approval or denial to the Arizona Department of Liquor License and Control. Sponsors: Jennifer Pena Attachments: Memo to Council AJPD Recommendation Buildin Recommendation Fire District Recommendation Piannin and zonin Recornrrrendatic�n City of Apache Junction,Arizona Page 2 Printed on 1113012021 City Council Meeting Agenda December 7,2021 9. 21-689 Presentation, discussion, public hearing and consideration of approval of Ordinance No. 1519 an ordinance of the mayor and city council of the City of Apache Junction, Arizona, by amending Apache Junction City Code,Volume I, by repealing and replacing in its entirety Chapter 2: Mayor, Council, and Appointed Boards and Commissions, Article 2-11: Health and Human Services Commission; repealing any conflicting provisions; and providing for severability. Sponsors: Joel Stern Attachments: Memo to Staff Quorum Ordinance 1519 Chapter 2 HHS Commission REDLINE Ordinance 1519 Chapter 2 HHS Commission CLEAN 10. 21- 0 Presentation, discussion, public hearing and consideration of Resolution No. 21-53 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 titled "2021 Amendments to Apache Junction City Code, Volume 1, Chapter 2: Mayor, Council, and Appointed Boards and Commissions and Chapter 7: Buildings, Board and Commission § 2-7-2(b), § 2-8-2(b), § 2-9-2(d), § 2-15-2(b), § 2-21-1, §2-21-2, §2-21-3, § 2-22-2(a)and §7-1-1(b)(1)". Sponsors: Joel Stern Attachments: Resolution 21-53 B&.C Membership Terms Quorum 11. 21-691 Presentation, discussion. public hearing and consideration of Ordinance No. 1520 an ordinance of the mayor and city council of the City of Apache Junction, Arizona, amending Apache Junction City Code, Volume I, by repealing and replacing in their entirety Chapter 2: Mayor, Council, and Appointed Boards and Commission and Chapter 7: Buildings, Board and Commission §2-7-2(b), §2-8-2(b), §2-9-2(d), § 2-15-2(b), §2-21-1, §2-21-2, § 2-21-3, §2-22-2(a), § 7-1-1(b)(1); and adopting by reference that certain document filed with the city clerk and titled: "2021 Amendments to Apache Junction City Code, Volume 1, Chapter 2: Mayor, Council, and Appointed Boards and Commissions and Chapter 7: Buildings, Board and Commission § 2-7-2(b), §2-8-2(b), §2-9-2(d), §2-15-2(b), §2-21-1, §2-21-2, § 2-21-3, §2-22-2(a)and § 7-1-1(b)(1)"; repealing any conflicting provisions; and providing for severability. Sponsors: Joel Stern Attachments: Memo to Staff Quorum Ordinance 1520 B&C Memberchi Terms Quorm 2021 Amendments Ch 2&7 REDLINE 2021 Amendments Ch 2&7 CLEAN City of Apache Junction,Arizona Page 3 Printed on 1113012021 City Council Meeting Agenda December 7,2021 12. 21-701 Presentation, discussion, public hearing and consideration on Ordinance No. 1518, 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, with the update of the requested Traffic Impact Analysis. Sponsors_: Nicholas Leftwich Attachments: P-21-73-PZ CC Staff Memo 1. Draft Ordinance No. 1518 2. P&Z Staff Report from November 23, 2021 with all attachmer 3.Additional Conditions of Approval Requested b the A Iican 4.Additional Communication from Neighbors 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. 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 13. 21-682 Consideration of cancellation of the City of Apache Junction Work Session scheduled for Monday, December 20th, 2021 and Monday, January 3, 2022 and the Regular meeting scheduled for Tuesday, December 21, 2021. Sponsors: Jennifer Pena City of Apache Junction,Arizona Page 4 Printed on 1113012021 City Council Meeting Agenda December 7,2021 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. 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 5 Printed on 1113012021 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 1. File ID: 21-677 Sponsor:Jennifer Pena Agenda Date: 12/7/2021 Index: In Control: City Council Meeting Consideration of acceptance of agenda. City of Apache Junction,Arizona Page 1 Printed on 1113012021 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.2. File ID: 21-678 Sponsor:Jennifer Pena Agenda Date: 12/7/2021 Index: In Control: City Council Meeting Consideration of approval of minutes of the regular meeting of November 16th, 2021, City of Apache Junction,Arizona Page 1 Printed on 1113012021 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, November 16,2021 7:00 PM City Council Chambers A. CALL TO ORDER B. INVOCATION AND PLEDGE OF ALLEGIANCE Vice Mayor Rizzi gave the invocation and Councilmember Nesser 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 Bryant Powell,City Manager Matt Busby,Assistant City Manager Joel Stern, City Attorney Jennifer Pena, City Clerk Thomas Kelly, Police Chief Al Bravo, Public Information Officer Rudy Esquivias, Planning Manager/Zoning Administrator Liz Langenbach, Parks& Recreation Director Nicholas Leftwich,Associate Planner Janine Hanna-Solley, Economic Development Director Heather Hodgman,Administrative Services Manager Jamie Sullivan, Recreation Superintendent D. CONSENT AGENDA Vice Chair Rizzi moved,seconded by Councilmember Nesser that the consent agenda be accepted as presented. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 1. 21-635 Consideration of acceptance of agenda. 2. 21-636 Consideration of approval of minutes of the regular meeting of November 2nd, City of Apache Junction,Arizona Page 1 City Council Meeting Meeting Minutes November 16,2021 2021. 3. 21-657 Consideration on legal advertising agreement with the Arizona Republic for calendar year 2022. 4. 21-666 Consideration of approval of professional services agreements for municipal court criminal indigent defense. 5. 21-670 Consideration on removing two (2)existing heating, ventilation and air conditioning units and installing two(2)TRANE heating, ventilation and air conditioning units located at the Multi-Generational Center. E. AWARDS, PRESENTATIONS AND PROCLAMATIONS F. REGIONAL INTERGOVERNMENTAL UPDATES 6. 21-633 Brief summary of intergovernmental updates from mayor and councilmembers. Councilmember Biggs shared that he went on the Salt River tour by helicopter to view the watersheds. He said he now better understands the importance of watersheds and how they bring water to our homes. Councilmember Evans shared that the community garden at Earthheart Park received a $15,000.00 Circle K grant. She added that two Saturdays ago the Community Development Corporation and 30 volunteers continued the planting in the median on Apache Trail. She also recognized a new resident, Carl Osaka and his family, for participating in the event as well. Councilmember Schroeder shared that the Central Arizona Association of Governments (CAAG)will not be meeting until January. He added the Pinal Regional Transportation Authority will be meeting sometime in December so he will have an update soon. He also said the watershed tour was a phenomenal experience and he learned a lot about how the local lakes and dams bring water and electricity to the city and recommends the tour to anyone that has the opportunity to go. Councilmember Gremmel said the Greater Phoenix Economic Council (GPEC) meets in December and should have an update at the next meeting. Vice Mayor Rizzi echoed both Councilmembers Biggs' and Schroeder's feelings about the SRP watershed tour. Councilmember Nesser invited anyone wishing to see pictures of the watersheds to see her and other councilmembers after the meeting. Mayor Wilson shared that he recently attended the Pinal County Partnership meeting where various developers explained how they work together on transportation, economic and residential developments. They discussed how they work together for cooperative expansion that benefits everyone. The discussion included water usage and conservation efforts, clean air programs and how they exceed standards, and the planning of current and future transportation. Mayor Wilson also shared that he recently attended the ground breaking ceremony of the new Golfstream Aerospace Corporation's new aircraft services center at Phoenix Mesa Gateway Airport. This facility will be the largest service center west of the Mississippi and will employ City of Apache Junction,Arizona Page 2 City Council Meeting Meeting Minutes November 16,2021 approximately 350 people. He added there will be second phase that will employ an additional 350 people. He said Golfstream will be working with the local colleges in aviation maintenance and service. He also shared there will be four additional airlines flying into the airport and that the airport applied for a federal grant to expand the existing terminal due to the increased traffic and that the airport authority is planning on building a new terminal east of the runways which will be in the next five years. Mayor Wilson shared he participated in the Veteran's Day Parade and attended the Festival of the Superstitions. He thanked the chamber of commerce for the well run event. G. CITY MANAGER'S REPORT 7. 21-639 City Manager's Report. City Manager Bryant Powell thanked those organizations responsible for the Veteran's Day parade honoring service members and recognized the importance of the platform to discuss critical issues for our veterans and community. Mr. Powell also thanked public works, parks and recreation, and public safety staff for their work in making the event safe and enjoyable to the community. He also reported that the Trunk or Treat Halloween event had triple the amount of attendees than expected. He added the household hazardous waste event took place Saturday which was the concluding day of the free dump week. Mr. Powell thanked city staff for their ongoing and professional work in our community. 8. 21-640 Announcement of current events. Public Information Officer Al Bravo announced that the recent annexation of the 6600 acres south of the city increased the city's jurisdiction to just north of the future extension of state route 24. The police department knows that Ironwood Drive has a high quantity of traffic accidents and in the interest of public safety has declared a enforcement zone for this area. Mr. Bravo said the police department will be increasing enforcement to keep all motorist safe traveling on Ironwood Drive. He added this new enforcement will be well advertised on several media platforms. Mr. Bravo shared pictures from the Festival of the Superstitions pie eating contest in which several council members participated. He shared there will be a holiday lighting event at Earthheart Park on Thursday, December 2nd that starts at 5:00 pm. Councilmember Schroeder recognized Laveer Kirch for his efforts in the transformation of the community garden at Earthheart Park. Vice Chair Rizzi thanked all the organizations responsible for the Veteran's Day events. H. PUBLIC HEARINGS 9. 1-43 Presentation, discussion, public hearing, and consideration of proposed Ordinance No. 1507, amending the Apache Junction City Code, Volume I, City Code, by amending Chapter 4: Fees; Article 4-1: Parks and Recreation Fee Schedule. Councilmember Evans moved,seconded by Vice Mayor Rizzi that Ordinance No. 1507 be approved as read by title only and the reading of the entire ordinance be waived. Yes - 7 No - 0 Motion passed. City of Apache Junction,Arizona Page 3 City Council Meeting Meeting Minutes November 16,2021 Councilmember Evans moved,seconded by Councillmember Nesser that Ordinance No. 1507,as read by the city clerk be approved. Yes - 7 No - 0 Motion passed. Parks and Recreation Director Liz Langenbach reviewed the proposed changes and updates to the Parks and Recreation fees. Councilmember Schroeder asked if there was an increase in commercial facility rentals. Ms. Langenbach answered that when commercial entities inquired about the use and rental of facilities they've been told no. She explained although there haven't been a lot of requests, the fact that they currently can't may explain the low numbers. She added this will give for-profit businesses the opportunity to rent facilities. Councilmember Schroeder asked is there were a lot of nonresidents using the facilities as well. Ms. Langenbach explained residents are given priority over nonresidents. She said as demands increase on programs and facilities, the increase for nonresidents gives residents a benefit. Councilmember Nesser asked if by eliminating the pool rental fee for under 100 people it removes the opportunity to rent the pool for smaller groups. Ms. Langengach explained that category was removed because of the cost associated with renting to smaller groups and added that if a group smaller than 100 wanted to rent the pool they were more than welcome but would still have to pay the fee for the larger group. Councilmember Nesser asked if the language can be changed to read 1 to 149 people. Ms. Langenbach said the language could be changed in the motion if the council wishes. Mayor Wilson opened the public hearing portion of the item. Jeff Barlett, 108 N. Meridian, Apt 220, Apache Junction, agreed with allowing businesses to rent park facilities but doesn't feel it appropriate charging different rates for residents, nonresidents, nonprofit organizations and profit businesses. He added that because federal funded grants are used to pay for the parks for profit businesses should be allowed to use them at the same fees as the others. He also added parks should be run in the private sector. He thanked the council for allowing private businesses the opportunity to rent park facilities. Having no others request to speak, Mayor Wilson closed the public hearing. Councilmember Evans, referring to a chart in the handout, said the language on the paperwork for small group pool rental says up to 149 people so the motion won't have to be changed. Mayor Wilson called for a motion. 10. 21- 48 Presentation, discussion, public hearing, and consideration of proposed Resolution No. 21-29 , 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 I, Chapter 4 Fees, Article 4-1: Parks and Recreation Fee Schedule; repealing any conflicting provisions, providing for penalties and providing for severability. City of Apache Junction,Arizona Page 4 City Council Meeting Meeting Minutes November 16,2021 Councilmember Evans moved,seconded by Councilmember Gremmel that Resolution No.21-29, a resolution of the mayor and city council of the City of Apache Junction,Arizona,a declaring as a public record that certain document filed with the city clerk entitled "2021 Amendments to the Apache Junction City Code,Volume 1,Chapter 4 Fees,Article 4-1: Parks and Recreation Fee Schedule; repealing any conflicting provisions, providing for penalties and providing for severability be approved. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 Mayor Wilson opened the public hearing. Receiving no comments, Mayor Wilson closed the public hearing. Mayor Wilson called for a motion. 11. 21-649 Presentation, discussion, public hearing and consideration of proposed case PA-1-21, a request by Hassle Free House Buyers, LLC, represented by Danielle Graham, for the approval of a private access way through 100-30-022F, -085A, -022E, -0860 and -022C, on the Silver Drive alignment immediately south of W. Roundup St. between N. Ironwood Drive and N. Gold Drive to serve the involved present properties and the future properties proposed from splitting 100-30-022C in Lot Split Case P-21-33-LSM. Vice Mayor Rizzi moved,seconded by Councilmember Biggs that the item be continued until February 15,2022 in accordance with the discussions of tonight's meeting. Yes: 7- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Biggs, Councilmember Nesser and Councilmember Gremmel No: 0 Associate Planner Nick Leftwich presented the request by Hassle Free House Buyers. Councilmember Evans asked Mr. Leftwich to confirm that it is not a city owned street or private street. He confirmed that it is not a street, it is just a driveway that crossed five properties without a formal agreement. City Attorney Joel Stern asked if this was all private property. Mr. Leftwich said that was correct. Councilmember Schroeder asked why the street had a name. Mr. Leftwich explained although Public Works staff can't say why it has a name, it shouldn't. Mr. Leftwich explained the street name has always been there and there is no answer why it has a name. City Manager Bryant Powell said it could be an issue with the post office. Mr. Leftwich explained that a land split application was submitted but because city code does not allow for a parcel to be created without access, they would have to create this access to allow for the parcel to be split. Mr. Leftwich also explained that the applicant obtained an easement agreement from the affected property owners and because city code does not allow for land splits like this, the creation of a street has to be approved by the council. City of Apache Junction,Arizona Page 5 City Council Meeting Meeting Minutes November 16,2021 Councilmember Evans asked if the properties along that access area have a recorded document stating they relinquished 15 feet for a private driveway. Mr. Leftwich said the recorded document states it is for access but not in the wording for a private access way. Councilmember Evans asked if the 15 feet is still their property. Mr. Leftwhich said yes. Councilmember Evans said this will change their front yards. Mr. Leftwich acknowledged that it would change the setbacks. He added that the recorded document would show up on a title report and it is a condition of the approval that the documents would be recorded. Councilmember Gremmel asked if staff was sure if all the affected properties understand exactly what is happening. Vice Mayor Rizzi said council is making it official by approving the request. Councilmember Nesser said people in the future may not know of the agreement. Councilmember Evans said it doesn't change the property legal description of the properties. Mr. Leftwich said it would show up in a title report but not change the legal description which is the same as a federally patented easement. Councilmember Evans said this is basically a private driveway. Mr. Leftwich said yes. Councilmember Evans asked if there were documents recorded or ready to be recorded for each of the properties that includes maintenance of the driveway. Mr. Leftwhich said staff has given the applicant samples of past recordings and said staff is not going to meet with all the property owners to make sure this is done. Councilmember Evans said it should part of the conditions. Councilmember Biggs asked how this situation started. Mr. Leftwich said the issue was inherited from the county when the city incorporated. He said at that time, the city did not have any codes against landlocked parcels. Councilmember Biggs asked if the other property owners don't agree with the conditions, who is going to pay for the upkeep of the driveway. The city may be responsible for the upkeep of the driveway. City Attorney Joel Stern explained it can create a problem if one of the properties blocks the easement. He added that this is allowed in the city code and this is what allowed the access without the city creating a road. He agrees these issues go back to before the city existed. Councilmember Biggs asked if one of the property owners could put up a wall and block access would the city have any recourse. City Attorney Stern said no. He added the resolution and the agreements would be recorded and they would show up on a title report. Councilmember Biggs said he is concerned that if the applicant is responsible for getting the signed agreements and not all the property owners agree what would happen. Planning Manager Rudy Esquivias addressed the council regarding the history of land splits and private access ways in the city as well as the history of particular parcels involved in this case. Mr. Esquivias explained the history of the case and explained if the legal access isn't created, the land split can't be approved. He added staff is requesting long term maintenance agreements as well and if they can't be provided the land split won't be done. Councilmember Biggs asked why the council shouldn't wait until all the documents are completed. Mr. Esquivias said the council can continue the item and ask the applicant to return to the property owners and ask for a long term maintenance agreement as well. City of Apache Junction,Arizona Page 6 City Council Meeting Meeting Minutes November 16,2021 Councilmember Evans said condition number 3 of the resolution refers to one property owner, not all. Mr. Leftwich said it refers to the applicant only. Mr. Esquivias said it doesn't include the maintenance agreements. Councilmember Biggs asked if city council usually approves land split applications. Mr. Esquivias explained the land split is an administrative action and don't typically go before council for approval unless there is an odd situation such as a private access way. Councilmember Biggs asked if the land split would come to them for approval. Mr. Esquivias said if council approves the private access way, staff can administratively approve the land split. Councilmember Evans said she doesn't want to approve the land split until the city has all the required documents. Mr. Stern said if this is the council's consensus, he recommends continuing the case for three months. He said this should give enough time for the applicant to get the documents in order and then provice an update to the council. Vice Mayor Rizzi asked Mr. Esquivias if he thought continuing the item to get the requested documents is necessary. Mr. Esquivias replied it would be prudent to ensure the access is maintained. A representative of the applicant addressed the council saying the applicants were out of town but can be called if the council wishes. Councilmember Evans said she wants to make sure all the property owners have agreed before the land split is approved. Mr. Stern said February 15, 2022 would be a good date for the continuance of this item. Mayor Wilson opened the public hearing. Donna Carr, Apache Junction resident, said she lives by an easement that is owned by the state. She said chipseal has valley fever spores in it and throws it up into the air. She also said there are power lines in the area in question so it should be a right of way because its used for utilities. Ms. Carr also said that if one of the properties put up a fence, it wouldn't land lock the other properties, there would still be room to go on the other side. George Schroeder, 244 W. Virginia, Apache Junction, agreed with Councilmember Biggs said there should be description of the property and said this case will be visited again. He said he doesn't want a law suit. He agrees it should be put on hold and that an agreement is necessary and staff should talk to other agencies. He also said realtors don't tell buyers details about the property lines of the property their buying. Having no others comments from the public, Mayor Wilson closed the public hearing and called for a motion. I. OLD BUSINESS J. NEW BUSINESS K. COUNCIL DIRECTION TO STAFF City of Apache Junction,Arizona Page 7 City Council Meeting Meeting Minutes November 16,2021 12. 21-664 Direction to staff on the city's position and any instructions relating to the negotiations for the sale or lease of 978 E. Roosevelt Street, Apache Junction AZ. Councilmember Gremmel moved,seconded by Councilmember Nesser made a motion for staff to hire a real estate agent and sell the property at 978 E.Roosevelt for the price it was previously listed,$270,000.00. Yes: 6- Mayor Wilson, Vice Mayor Rizzi, Councilmember Evans, Councilmember Schroeder, Councilmember Nesser and Councilmember Gremmel No: 1 - Councilmember Biggs City Manager Bryant Powell reviewed the history and proposed sale of the property. He reviewed ideas of possible direction to staff and recommends staff be directed to sell the property as a single lot. He said the council can review the proceeds of the sale and how to use them during next years budget discussions. Councilmember Evans asked how long the property was listed on the city's website. Mr. Powell answered 90 days and there were only 4 or 5 hits on the listing. Councilmember Biggs asked if an appraisal was ever done on the property. Mr. Powell answered yes. Councilmember Gremmel said she agrees with Mr. Powell that the city should move forward with a realtor and get the property sold. Councilmember Evans said she agrees and said listing with a real estate agent would get the property listed on MSS and that fees can be negotiated. Councilmember Biggs asked what the process is to get a real estate agent and how would they determine which agent to use. Mr. Powell said he would recommend using an agent that was used in the past. Mr. Powell asked Economic Director Janine Solley who was used in the past. Ms. Solley said they interviewed several realtors and came to a consensus on one and entered into an agreement. She added it was a different situation but thinks the agent would still be available to help with this project. Vice Mayor Rizzi asked if it's ever been an issue with perceived favoritism since it's a small community. Mr. Stern said the city manager would set up an interview process and determine the best candidate. Mr. Powell said he would recommend this or use the same agent as in the past. Councilmember Schroeder said that an agent would get a commission from the sale. He also asked if there would be more of a chance to sell the property if it were split into smaller lots. Mr. Powell said he doesn't know and doesn't think splitting it would have made a difference. Vice Mayor Rizzi said she thinks there wasn't a lot of interest because it wasn't advertised. Councilmember Evans said they don't want to split it into separate lots because they may not all sell. Councilmember Biggs asked if the price be changed based on an appraisal. Mr. Stern said that would be discussed in an executive session. He also explained the process of how the property City of Apache Junction,Arizona Page 8 City Council Meeting Meeting Minutes November 16.2V21 was listed on the city's procurement website may have contributed to the low number of people looking at the listing but said that can be discussed in executive session as well. Mayor Wilson oo||ed for direction to staff. Councilmember Biggs said he would like staff to select a realtor and then discuss a plan and price point before itiolisted. L. SELECTION OFMEETING DATES, TIMES, LOCATIONS, AND PURPOSES 13. 21-642 Executive Session atG:O0 P.M. for Monday, DeoemberGth and Executive Session atG:00 P.M. for Tuesday, O000mbor7th in the city council conference room located at 300 E. Superstition Boulevard in Apache Junction, Arizona and other meetings scheduled ifnecessary. Councilmember Nesser moved,seconded by Vice Mayor Rizzi that an executive session at 6:00 p.m.for Monday, December 6,and Tuesday, December 7,2021 be held in the city council conference room and city council chambers,300 E.Superstition Boulevard,Apache Junction, Arizona, respectively and other meetings scheduled ifnecessary. Yen: 7- Mayor Wilson, Vice Mayor Rizzi, Counoi|mnmbnrEvann. Counni|mombnr 8ohmodor, Counui|momberBiggo. Counoi|memborNaooar and Counoi|mnmbar Gmmme| No: O Mayor Wilson called for amotion. M. CALL TO PUBLIC Nolan Perkins, 145 S. Palo Verde, Apache Junction, said she lives byoodb store and the traffic on Palo Verde ia getting worse. She recommends the parking spaces for the store beangled instead of straight to make it safer for motorists backing out of those spaces. She also said the east side of the street beano parking zone to make the street safer aewell. She said also suggested the alley way east of side of Ideal Motors should be opened to allow for safer turning onto Apache Trail. She requested speed bumps onS. Palo Verde tn slow down traffic. George Schroeder, 244 W. Virginia Street, Apache Junction, says he sees a degradation of accountability of the city in some of the council members. He also said that getting removing the opportunity to ask questions of applicants and arguing and swearing during live sessions are unprofessional and unacceptable. He asked for Counoi|membar Biggs tnapologize to Counoi|member Evans orhe will initiate a recall onCounoi|memborBiggs. N. ADJOURNMENT Mayor Wilson adjourned the meeting ot8:32p.m. ACCEPTED THIS DAY O . 2021. BY THE MAYOR AND CITY COUNCIL OF THE CITY{}F/\PACHE JUNCTION, AFl|ZONA. SIGNED AND ATTESTED TD THIS DAY DF . 3821. City vr Apache Junction,Arizona Page City Council Meeting Meeting Minutes November 16,2021 WALTER"CHIP"WILSON Mayor ATTEST: JENNIFER 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. 1 further certify that the meeting was duly called and held and that a quorum was present. Dated this day of 12021. JENNIFER PENA City Clerk City of Apache Junction,Arizona Page 10 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 3. File ID: 21-700 Sponsor:Aaron LaSota Agenda Date: 12/7/2021 Index: In Control: City Council Meeting Consideration of approval of employment agreements for associate magistrate and judicial assistant. City of Apache Junction,Arizona Page 1 Printed on 1113012021 o0/ /°�)()w W A Home of the Superstition lVountains Municipal Court 12/6/2021 To: Mayor Wilson, Vice-Mayor Rizzi and City Council Members From: Hon. A. Douglas LaSota, Presiding Magistrate Re: Associate Magistrate and Judicial Assistant- Request for Approval of Contracts We engaged in a state-wide selection process to recruit for the positions of Associate Magistrate (PT) and Judicial Assistant (FT). The interview team consisted of myself and Beth Kuenstler, Administrative Assistant to the City Manager. We interviewed the top candidates for each position. The selection process yielded outstanding individuals for each position. The choice for Associate Magistrate is Hon. Michael R. McVey. He has served as an Assistant City Prosecutor (Phoenix), an Arizona Assistant Attorney General, and a Maricopa County Deputy and Chief Deputy County Attorney. He served as a Superior Court Judge in Maricopa County for 20 years in multiple divisions. The choice for Judicial Assistant is Sylvia Tarin. She worked for Coca Cola for 5 years, training employees. She has served for 21 years in the Chandler Municipal Court, where she currently serves and has planning, organizational, supervisor and court financial duties. These were clearly the top choices for each position. Each scored over 20% higher (on a 100% system) than the next closest candidate during the extensive interview process. Each is well suited to be an outstanding representative of the City of Apache Junction and our Municipal Court. Attached are the signed contracts that were negotiated and signed by each candidate. Thank you for your consideration of this matter. QUI04- ';(4, '4ve Hon. A. Douglas LaSota Apache Junction Municipal Court 300 E Superstition Blvd., Apache Junction, AZ 85119 (480) 982-8250 EMPLOYMENT AGREEMENT WITH MICHAEL MCVEY FOR APACHE JUNCTION MUNICIPALI This Agreement is made as of the day of 2021 (the "EffectiveArizona municipal i i " ("Employee"), both of whichi individually as a "Party" or col i the "Parties". RECITALS A. City desiresi istrate to provide Apache Junction municipal ipart-timeiservices same in accordance withconditions in this , including i agreement of the Parties. B. Judicial i categorically recruitment/procurementiCity Code - - ( . contemplatedC. The Parties have set forth below the i ill be providedi services. THEREFORE, AGREEMENT in considerationi , the mutual covenants and conditions , and other good and valuable consideration, the receiptsufficiency i , the Parties agree as follows: I. ASSOCIATE MAGISTRATE DUTIES: City hereby agrees to hire functionsEmployee to perform the ies specified in the Apache Junction City Code, Volume 1, Municipal i Municipal dutiesand Employee agrees to perform the it in ExhibitA. 2. TERM/RENEWAL: A. This Agreement shall be effective , 2022 through January 3, 2024 (the ") unless otherwiseterminated herein.forth NothingB. in thisI , limit or otherwise interfere withi ity to terminate the servicesEmployee provided . C. Nothing in thisr n , limit or otherwise interfere withi itime from employment City,of I provisions i i Agreement. TERMINATION:3. f i his/her position expiration i I provide City written ) calendar day advance notice, notice otherwisel Parties. 4. SALARY AND ANNUAL PERFORMANCE EVALUATION: A. City agrees to pay Employee for his/herservices Fiftypursuant hereto at an annual base salary of i and r living increases receivedwage adjustments hereafter. Payment of said salaryI be made at the same time manner as other employees are paid and shall be paidi ' fund.general B. Employee shall be evaluated annually, to be completed no later than June 1 of each year this Agreement is in effect. The evaluations shall be conducted in accordance with determinedity for said purposes. Nothingin thisprovision is to be creatingconstrued as ither a promise or expectationreappointment contract renewal, and it is understood by Employee that any reappointmenti l discretion of the City. 5. HOURS OF WORK: VACATION: SICK LEAVE: PERSONAL DAYS: A. Hours Monday - Friday. Employee shall work no more than an nineteenaverage of ( holiday occurs or when on leave approvedpresiding s . B. Weekend Hours. Employee ill provide services on weekends as directed by the presidingmagistrate. Holidays.C. itled to such City holidays holidaysState it . Work.D. Hours of It is recognized required to routinelyi i ibusiness permittedshall be his/her Iappropriate by the presiding magistrate. 6. OTHER TERMS AND II A. City shall fixrconditions of employment, as it may determinei i , relating providedperformance of Employee, i i inconsistent iconflict i i ions of this Agreement, the JunctionApache ity Code, Arizona Revised ordinancel i . PROVISIONS:7. GENERAL hereinA. The text ientire Agreement between the Parties. B. This Agreement shall be bindinginure to the benefit of the heirs at law and executors of Employee. C. If any provisions ion hereof contained in this Agreement is heldi i , invalid or unenforceable, the remainderi , or portionI be deemed shallseverable, shall not be affected, and remain in full force and effect. notices7. NOTICES: All ited under this Agreement shall be i writing ' i rmail, postage prepaid, receiptreturn i Parties: City:If to iJunction Presiding i 300 East Superstition Boulevard Junction,Apache If to Employee: On fileiJunction ResourcesHuman 8. ASSIGNMENT: This Agreement is not assignableiCity or Employee. WHEREOF,IN WITNESS Employee and Cityi as of the date first set forth above. CITY: JUNCTION,CITY OF APACHE ARIZONA, Arizonaan i icorporation Aaron Presidingi R. Joel Stern,APPROVED AS TO FORM: STATE OF ARIZONA COUNTY OF PINAL foregoingThe ibed and sworn to before me this Michaelof 2021, by tary Pub i My Commission it L DRAKE PMW COL" `. !v Commission STATE OF ARIZONA ) ss. foregoingCOUNTY OF PINAL The ithis day of 2021, by Aaron LaSota, Presiding iCity of Apache Junction. Notaryli My Commission it EXHIBIT SCOPE OF WORK Preforms the work of a Presiding i presiding i civil trafficI proceedings filedi , in accordance with publishedit i . Responsibleicity ordinances, law when presidingi court, trials , pre-trial !gnments, motions and other hearings. Responsible idecision in the case management system. assistInteract and iing Magistrate on developingtraining it otherjudges and court staff. May participate in court and citymeetings. Participates in regularlyi rii . superviseMay - i i t , Support the i policies, iwith management and ethicallyother staff to i v icompliance with safety procedures. EMPLOYMENT AGREEMENT WITH SYLVIAtJUNCTION MUNICIPAL t IAL ASSISTANT SERVICES This Agreementi (the "Effective ") by and between CITYJUNCTION, ri municipal corporation ("City") and SYLVIAI , ("Employee"), both of which may be hereinafter referred to individually as r r collectively as the "Parties". RECITALS A. City desires a judicial ssis r vi Junction municipal court with full-timei isr ive non-judicial and associatemagistrate ministerial l ric I non-discretionary judici I duties in the absence or unavailability resi imagistrate to make payment for the same i accordancei terms ii in this Agreement, including II attachments and addenda whichr r l agreement of the Parties. B. Judicial appointments areto ric II from the open market recruitment/procurement r r rsuant to Apache Junctioni I. I, § 3-7-7(A). PartiesC. The e set forth belowe contemplated services that will be provided i the payment termsr such services. THEREFORE, AGREEMENT in considerationf the Recitalst , the mutual covenants and conditionsI r good and valuable consideration, the receipt and sufficiency of whis re hereby acknowledged, Partiesthe r s follows: JUDICIALI IES: City herebyagrees to hire Employeerm the functions and dutiesspecified in the ApacheJunction City Code, VolumeI, Chapter : _Municipal Court, Article -1: Municipal Court, - - , Judicial Assistants and Employeer rm the duties as further detailed in ExhibitA. 2. : A. This AgreementIl be effective rJanuary , 2022 through r "Term") l t r i terminated s set forth herein. B. Nothing in thisAgreement shall prevent, limit totherwise interfere i right i r iservices I s provided state law. NothingC. in thisAgreement II prevent, limit t otherwise interfere it right I to resign ime from employment City,of subject onlyto the provisions set forth in Sectionis Agreement. 3. TERMINATION: In the event Employee voluntarily resigns his/her position a expiration of the aforesaidTerm, l II provide City written tit ( ) calendar day advancetic r such ce notice as may otherwise be mut Il i s. In the event Employee is terminated cil action or Presiding Magistrateaction, r should i chooserenew Employee's contract upon sai it iCity ill pay as partial contractual compensation severance pay to employeein an out equal to three ( ) monthsl . EVALUATION:4. SALARY AND ANNUAL PERFORMANCE A. City agrees to pay Employeer his/her services rendered pursuant r I base salaryr Thousand Dollars r Cents ($74,000.00) and any cost of living increases r base wage adjustments received other career employees over the Term hereafter. Payment of saidsalary shaII be made at the same time mannerand as other employees arei it be paide i 's general fund. B. Employee shall be evaluated annually, to be completed no later than June I of eachr this Agreement is in effect. The evaluations shall be conductedin accordancei standards s determined by i r said purposes. i in thisprovision is to be construed s creating either a promiser expectation of reappointment or contract I, and it is understoodEmployee that any reappointment rrenewal would be a matterl the unconditional discretion i . 5. HOURS OF WORK; HOLIDAYS; ISICK LEAVE: A. Bours Monday - Thursday. Employeeshall not work less than averagean f ( ) hours per week except when a court holiday occurs r when on leave approvedthe presidingmagistrate. B. Weekend Hours. Employee will provide servicess needed on weekends as directed the presidingmagistrate. C. Holidays/Vacation/SickLeave. to a II be entitledt such City holidays, vacation sick leaver issi I r the JunctionApache ity Personnel Rules. D. Hours of Work. It is recognized that Emp required ui ioutside r ii I business hours. Employee shall be permittedst his/her work scheduleappropriate by the presidingmagistrate. . iNSURANCE: Employee shall be eligiblefor the same health, 1, vision life insurance benefit r City employees. 7. OTHER TERMS AND CONDITIONS: A. City shall fix any such other terms and conditions employment, as it may determiner i time, relating Employee,performance of ided such terms and conditionsr t inconsistent i r conflict withprovisions this r , the JunctionApache i , Arizona RevisedStatutes, or any other statute, ordinance rregulation. GENERAL8. II A. The text herein shall constitute it Agreement t the Parties. B. This Agreement shall be bindingn and inure fit of the heirslaw and executorsf Employee. C. If any provisionsr any portionr contained in this Agreementis held to be unconstitutional, invalid rc I , the remainder is Agreement, or portionthereof, shall severable, shall not be affected, shall remain in full force and effect. NOTICES:9. II notices required r this Agreement shall be i writing II be sent by firstclass U.S. certified il, postage prepaid, return receipt requested, addressed to the followingis: If to City: iJunction Presiding i 300 East Superstition Boulevard Junction,Apache 1 If to Employee: it iJunction Human Resources Department 10. IGNMENT: This Agreementis not assignableeither City or Employee. WITNESSIN I yee and City haveexecuted thisAgreement as of the date first set forth above. EMPLOYEE: SYLVIA TARIN ylvia Tarin CITY: JUNCTION,CITY OF APACHE an Arizona municipal corporation Aaron Presiding i APPROVED AS TO FORM: R. Joel Stern, City Attorney STATE OF I ) ) ss. COUNTY OF PINAL ) The foregoing was subscribed and swornre me this92) Sylvia ri I —M -41 9No' r li My Commission Expires: N,ry Pubfic State of Arizona Mari pa county Kimberly m Heidt s< k4y Comer 510n�xpir�a�11ti CornMIS5601rr t4usni��r 653332 STATE OF I ) ) ss. COUNTY OF PINAL ) e foregoing ri sworn forthis day Aaronof 2021, by r i iMagistrate i Apache Junction. Notaryu li My .......issiExpires: EXHIBIT SCOPE F WORK Provides research, analysis, budget and reporting variety is to include, management of overall technical and administrativematters. Assists i planning, t ii implementing the overall administrative activities operations lane and coordinates a variety r js. Provides complex administrativesupport to the Presiding Magistrate. managementConduct studies in the areas of policydevelopment, organizational, budgetfinancial analyses; prepare and present staff reports and other necessary correspondence; recommend courses of actions research analysis; provide timelyaccurate feedback to relevant i i it and time sensitiveinquiries, complaints and issues. Review, revise, and maintain Court policies and procedures; make recommendations improve operations and communications and wor cooperatively rovi a quality customer service both internally and exterll . Maintain relationships wi other organizations. Act as liaison to all City staff explain olicies, procedures, goals and objectives. Supervise Court staff to include inistr tor, Specialist and Clerks. performMay iiseri I or clerical non-discretionary judicial is on these matters as definedin the city code and administrative non-judicial duties as assigned presiding isr s that do not require an individualized determination butinstead concentrate on technical skills and training, including the processing l agreements with definitive conditions not allowing changes by a judicial r, continuances rri I matters, and initial appearances rsArizona ri in I Procedure Rule 4 and arraignments pursuant Arizona ri i I Procedure Rule 14, and only uncontested hearings and motions. May serve as a civil hearing officer in civil cases. May research, identify uire new softwares to current software r Court employees, ics and courtrooms. May act as internal Department auditor; verify proper financial controls are i I ; verify expenditures r properly Participate in the preparation administration of e Court budget. May assist i v I monitoring division/departmentperformance and efficiency measures; research and make recommendations r s improvements. May serve as Department representative. Support the City'spolicies, I cives and work witht and achieveother staff to I objectives. City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.4. File ID: 21-679 Sponsor: Chip Wilson Agenda Date: 12/7/2021 Index: In Control: City Council Meeting Brief summary of intergovernmental updates from mayor and councilmembers. City of Apache Junction,Arizona Page 1 Printed on 1113012021 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 5. File ID: 21-680 Sponsor: Bryant Powell Agenda Date: 12/7/2021 Index: In Control: City Council Meeting City Manager's Report. City of Apache Junction,Arizona Page 1 Printed on 1113012021 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.6. File ID: 21-676 Sponsor: Bryant Powell Agenda Date: 12/7/2021 Index: In Control: City Council Meeting Discussion with Representative John Fillmore to discuss the upcoming Arizona legislative session starting in January. City of Apache Junction,Arizona Page 1 Printed on 1113012021 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.7. File ID: 21-681 Sponsor:Al Bravo Agenda Date: 12/7/2021 Index: In Control: City Council Meeting Announcement of current events. City of Apache Junction,Arizona Page 1 Printed on 1113012021 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.8. File ID: 21-669 Sponsor:Jennifer Pena Agenda Date: 12/7/2021 Index: In Control: City Council Meeting Presentation, discussion, public hearing and consideration of application for a series 012 (restaurant) liquor license application for Saigon Noms located at 1200 W.Apache Trail. The next step in the process is for council to hold a public hearing on the application and make a recommendation of approval or denial to the Arizona Department of Liquor License and Control. City of Apache Junction,Arizona Page 1 Printed on 1113012021 CityApacheof Junction 300 East Superstition Boulevard • Apache Junction, Arizona 85119 a ' www.apachejunctionaz.gov DECEMBER 7, 2021 MEMORANDUM TO: HONORABLE MAYOR AND CITY COUNCIL THROUGH: BRYANT POWELL, CITY MANAGER FROM: JENNIFER PENA, CITY CLERK SUBJECT: APPLICATION FOR A SERIES 012 RESTAURANT LIQUOR LICENSE FOR SAIGON NOMS An application for a Series 012 restaurant liquor license has been submitted by Reid Cushing of Saigon Noms located at 1200 West Apache Trail, Apache Junction, AZ 85120. The Arizona Department of Liquor Licenses and Control received the application on September 13, 2021 the Apache Junction City Clerk's Office received the application on November 18, 2021. The applicant was notified by mail and e-mail of the public hearing and was encouraged to attend to address any questions council may have. Correspondence related to inspections of the premises for safety and code compliant matters have been received from the Apache Junction Police Department, Building and Safety Division, Planning and Zoning, and the Superstition Fire and Medical District. All four entities find compliance with the inspection requirements and recommend approval. Their responses are attached in Legistar for your review. The city council may now make a recommendations of approval or denial to the Arizona State Liquor Licenses and Control on this application. This recommendation must take place within sixty (60) days of the city receiving the filing of the application, therefore Council's recommendation must be done by January 18, 2021. Home of the Superstition Mountains CiF Apache Junction Police Department Interdepartmental Memo Lt DATE: 11/15/2021 TO: Mrs. Barbara Kelly, City Clerk's Office FROM: Lieutenant Parker SUBJECT: Saigon Noms, Premise Liquor Inspection At your request,I conducted a liquor and business inspection of the Saigon Noms at 1200. West Apache Trail Suite as they are requesting a liquor license to sell alcoholic beverages. The inspection occurred on 11/16/2021. On 1.1/1.6/2021 at approximately 1.030 hours I met with the owner of Saigon Noms (under the business name of Noma Viet LLC)Mr. Reid Cushing(DOB: 10/25/85)and Ms.Ngoc Vo(DOB:11/27/85). Both were identified by their Arizona driver's license. I conducted a site inspection on the property where Mr. Cushing showed me the establishment of 1200 West Apache Trail and proposed liquor controlled areas. At the time of my inspection it was daylight, the business just opened, and customers were arriving. Mr. Cushing advised me they only plan to sell beer at this time and showed me the alcoholic beverage storage locations,both out of reach of customers. Mr.Cushing advised he has completed the basic and management DLLC training. His wife,Ms. Vo had not. It was advised that she too should complete this training since both will be responsible in ensuring compliance of the Arizona liquor laws. I noticed the two business entry doors are to the south facing the parking lot and roadway of Apache Trail. Mr. Cushing had two small tables and chairs outside for outside eating. He was advised his current liquor license request may not allow alcoholic beverages outside as he would have to obtain an extension of premises license and all alcoholic beverages would not be allowed outside until such permissions were granted. Mr. Cushing advised he understood. My inspection indicates the following: • There are no churches or schools within the 300 foot restriction in ARS 4-207. • Mr.Reid Cushing and Ms.Ngoc Vo,the applicants,have had no significant contact with the Apache Junction Police Department. Therefore,with our findings and observations this police department does not object in approving a liquor license for this establishment as long as all other statutory requirements per the City of Apache Junction, County of Pinal,and State of Arizona are met. 1 Barbara Kelly From: DaveZeUner Sent: Wednesday, November 1O' 2O21 2:07PK4 To: Barbara Kelly;Tina Geoo|a; hckochs@sfmd.acgmv; RudyEsqukias Cc: Dana Martin; Heather Knob|auch;Jennifer Pena Subject: RE: Series 12 Liquor License Application SaigonNonos Hi, Siagon Noms recently underwent extensive reconstruction that brought it into code compliance.The building received a clean Certificate of Occupancy as an A-2 restaurant/bar and there would be no issues with approving the proposed license application. Respectfully, J. Davis "Dave" ��x�� �-���� �° o�� u���� *��xu�����» ����~� Building and Safety Manager Development Services City o/Apache Junction 300E. Superstition Blvd. Apache Junction, AZ851/9 407-474-5084' Office Hours-Monday—Thursday 7:Q0amm-6:00prn,Closed on Fridays From: Barbara Kelly<bke||y@apachejunctionoz.8ov> Sent:Wednesday, November 1U, 2U212:O1PK4 To:Tina Gero|u<tino.0ero|a@sfnnd.az.8nv>; rick.ochs@sfmd.az.gov; Dave Ze||ner<dze||ner@apachejunctiunaz.0ov>; Rudy Esquivios<resquixias@apachejunotionaz.8ovx Cc: Dana Martin <dmartin@apachejunctionaz.gov>; Heather Knoblauch <hknoblauch@apachejunctionaz.gov>;Jennifer Pena "jpena@apaohejunctionaz.gov> Subject:Series 1Z Liquor License Application-Saigon Noms AU— At ached isaSeries 12 Liquor License Application for Saigon Nonns. Please complete your inspection and return your recommendations back to me by November 22, 2021. They are scheduled for a public hearing on December 7, 2O21. Thank you, Barbara Kelly City Clerks Office City of Apache Junction 480.474.5061 1 Barbara Kelly From: TinaGero|a <bna.gero|a@sfmd.az.gov> Sent: Monday, November 15' 2O21 9:22AK4 To: Barbara Kelly; Rick Ochs; Dave ZeUner; Rudy Esquivias Cc: Dana Martin; Heather Knob|auch;Jennifer Pena Subject: RE: [External] Series 12 Liquor License Application Saigon Noms Good morning. The SFKOD recommends approval of this Liquor License application. Thank you. Tina Gerola ! Fire Inspector Community Risk Reduction Specialist Superstition Fire&Medical District Office /48O> 982-444O ext. l&4 Mobile | /480\ 418-9775 NEW MOBILE NUMBER Offirp 14wnvrm | N.4onc`Imn-T1-mrz&qn6mn` 7,qm-f;nm Connect w °th us! 000000 From: Barbara Kelly<bkeUy@apochejuncdonoz.0ov> Sent:Wednesday, November 10, I021Z:01PM To:Tina Gerola<tina.gerola@sfmd.az.gov>; Rick Ochs<rick.ochs@sfmd.az.gov>; Dave Zellner <dzeUner@apachejunciiunaz8nv>; Rudy Esquiviao<nesquivias@apachejuncLinnaa.8ov> Cc: Dana Martin <dmartin@apachejunctionaz.gov>; Heather Knoblauch <hknoblauch@apachejunctionaz.gov>;Jennifer Pena ^jpena@apache]unctionaz.Quv> Subject:Series 12 Liquor License Application SaigonNomy CAUTION:This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. All— Attached isa Series 12 Liquor License Application for Saigon Nonns. Please complete your inspection and return your recommendations back to me by November 22, 2021. They are scheduled for o public hearing on December 7, 2O21. Thank you, Barbara Kelly City Clerks Office City uf Apache Junction 480.474.5061 1 Barbara Kelly From: Rudy Esquivias Sent: Monday, November 15, 2021 12:14 PM To: Barbara Kelly;Jennifer Pena; Dana Martin; Heather Knoblauch Cc: Dave Zellner;tina.gerola@sfmd.az.gov; Rick Ochs (rick.ochs@sfmd.az.gov) (rick.ochs@sfmd.az.gov); Kelsey Schattnik; Nicholas Leftwich; Erika Hernandez; Max Frank Subject: FW: Series 12 Liquor License Application - Saigon Noms Attachments: Redacted Series 12 LL App Saigon Noms.pdf Hi Barb: The subject property is zoned B-2 (Old West Commercial), which allows bars and restaurants outright. The Planning Division recommends approval of this request and we note that previous restaurants located in this same building have also offered alcohol sales to their customers, including the Pizza House and Scuttlebutt's. We commend the new owners for working closely with Development Services staff over the last couple of years and making many aesthetic and up to date, modernizing, code compliant improvements to the building. Please contact me with any zoning related questions. Thanks. C&U4 ctF6?UiV&6 Planning Manager/Zoning Administrator City of Apache Junction 300 E. Superstition Blvd. Apache Junction, AZ 85119 480-474-2645 resquivias@apachejunctionaz .gov (Development Services Department office hours: Monday through Thursday from 7:00am to 6:00pm, closed Fridays and Holidays. ) From: Barbara Kelly<bkelly@apachejunctionaz.gov> Sent:Wednesday, November 10, 20212:01 PM To:Tina Gerola<tina.gerola@sfmd.az.gov>; rick.ochs@sfmd.az.gov; Dave Zellner<dzellner@apachejunctionaz.gov>; Rudy Esquivias<resquivias@apachejunctionaz.gov> Cc: Dana Martin <dmartin@apachejunctionaz.gov>; Heather Knoblauch <hknoblauch@apachejunctionaz.gov>;Jennifer Pena <jpena@apachejunctionaz.gov> Subject:Series 12 Liquor License Application-Saigon Noms All— Attached is a Series 12 Liquor License Application for Saigon Noms. Please complete your inspection and return your recommendations back to me by November 22, 2021. They are scheduled for a public hearing on December 7, 2021. Thank you, Barbara Kelly City Clerks Office City of Apache Junction 480.474.5061 bkell aachelunctionaz, ov 2 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.9. File ID: 21-689 Sponsor:Joel Stern Agenda Date: 12/7/2021 Index: In Control: City Council Meeting Presentation, discussion, public hearing and consideration of approval of Ordinance No. 1519 an ordinance of the mayor and city council of the City of Apache Junction, Arizona, by amending Apache Junction City Code, Volume I, by repealing and replacing in its entirety Chapter 2: Mayor, Council, and Appointed Boards and Commissions, Article 2-11: Health and Human Services Commission; repealing any conflicting provisions; and providing for severability. City of Apache Junction,Arizona Page 1 Printed on 1113012021 INTEROFFICE MEMO OFFICE OF THE CITY ATTORNEY TO: Honorable Mayor and DATE: December 6, 2021 Members of City Council FROM: R. Joel Stern City Attorney SUBJECT: BOARD AND COMMISSION CODE SECTION AMENDMENTS; OUR FILE NO. 21-027 On November 2, 2021 (Item #12), the council directed staff with a 7:0 vote to increase the health and human services commission membership from five to seven members starting in October 2022. The council also voted 6:1 to direct staff to amend multiple board and commission sections of the city code so that in situations where the quorum is in danger of not being met, the council will fill the vacancies immediately using the then-current talent bank applications and will not wait until the annual October appointment cycle. As directed, I have included in the packet redline and clean copies of the proposed amendments as reflected in Ordinance Nos. 1519 and 1520 and Resolution No. 21-53 . Ordinance No. 1519 amends in its entirety Apache Junction City Code, Vol. I, Article 2-11 since the direction to staff instruction affected multiple sections of the health and human services commission article, some of which were also clerical as well as general clean-up (i.e.: the definition of "zone of influence" under § 2-11-2 (C))• Ordinance No. 1520 and Resolution No. 21-53 relate to the quorum preservation direction in all other boards and commission city code provisions. Because each board and commission are under different provisions, the amendments will be fairly lengthy and will be quite expensive to publish after anticipated passage. Consequently, to avoid the publication cost of a larger ordinance, it is recommended the shorter ordinance version adopting the amendments by reference and the resolution declaring the amended provisions a public record be used. The actual amendments are contained in a separate document that will not have to be published with the ordinance. There are also some clerical changes being made within these sections and are reflected in the redline version. R. Joel Stern City Attorney DRAFT ORDINANCE NO. 1519 AN ORDINANCE OF THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, AMENDING APACHE JUNCTION CITY CODE, VOLUME I, BY REPEALING AND REPLACING IN ITS ENTIRETY CHAPTER 2 : MAYOR, COUNCIL, AND APPOINTED BOARDS AND COMMISSIONS, ARTICLE 2-11 : HEALTH AND HUMAN SERVICES COMMISSION; REPEALING ANY CONFLICTING PROVISIONS; AND PROVIDING FOR SEVERABILITY. WHEREAS, Chapter 2, Article 2-11 : Health and Human Services Commission of the Apache Junction City Code ("A. J.C.C . ") , Volume I was last updated by Ordinance No. 1328 on October 27, 2008; and WHEREAS, on November 1, 2021, the council discussed increasing the membership from five to seven members and whether vacancies should be filled before the quorum level is compromised any time before the annual October appointment cycle; and WHEREAS, on November 2, 2021, the council directed staff to make the above changes to the health and human services code provisions; and WHEREAS, other minor clerical changes are needed to facilitate the above-noted changes . NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, AS FOLLOWS : SECTION I IN GENERAL 1) Existing Apache Junction City Code, Volume I, Chapter 2 : Mayor, Council, and Appointed Boards and Commissions, Article 2- 11 : Health and Human Services Commission, is hereby repealed and replaced in its entirety, as follows : ARTICLE 2-11 : HEALTH AND HUMAN SERVICES COMMISSION Section 2-11-1 Creation 2-11-2 Membership and terms of office 2-11-3 Compensation and expenses 2-11-4 Officers 2-11-5 Duties 2-11-6 Meetings 2-11-7 Vacancies 2-11-8 Removal of members ORDINANCE NO. 1519 PAGE 1 OF 4 § 2-11-1 CREATION. (A) The ++health and 44human -E;services C-commission of the City of Apache Junction, Arizona, is hereby created. (B) Staff responsibilities shall be assigned through the Gcity Mmanager ' s office . § 2-11-2 MEMBERSHIP AND TERMS OF OFFICE. (A) Effective November 1, 2022, T-the Rhealth and -Hhuman -Sservices commission shall consist of 15—seven (7) members instead of five (5) who shall be appointed and approved bythe C-council . (B) (1) The appointments to this Gcommission shall be for terms of 3 years each, with the terms of members so staggered that the terms of no more than 3 members shall expire in any given year. (2) Upon expiration of the term of office, all new appointments shall be made by the Mat-e-r­a-f council for full 3- year terms and all such terms shall expire on October 31st of succeeding years, except that in the event of the membership complement falling below the required quorum level set forth in § 2-11-6 (C) , f�se t h e membership vacancies-y shall be filled by the Ma­ye-r- --a rd C-councl-1for the balance of the unexpired terms any time before the -the then-existin- annual October appointment cycle using 9 talent bank applications . (C) At least 3-4 of the 3-7 members shall be residents of the city, with no more than -2--3 being non-residents from within the "zone of influence,", which- means areas outside the city limits in Pinal County that the council deems having a cultural-, social and economic impact on the city. (D) No individual shall be appointed to the Gcommission if the individual has received funding from the city either as an individual, or if such person has served on the board of any agency or been the employee of any agency that has received funding from the city at any time during the preceding 12 months . (E) No former member of the 4health and Rhuman -&services C-commission shall make application to the city for funding as an individual or as the employee or representative of any agency within 12 months after they have ceased to be a member of the C-commission. § 2-11-3 COMPENSATION AND EXPENSES . The members of the Hhealth and Rhuman -gservices C-commission shall receive no salaries or other remuneration for their services as members of the C-commission and shall not be entitled to personal expenses incurred by them in the discharge of their official duties, except to the extent, purposes and amount such expense is first authorized and approved in advance by Ge,a� the city manager or his or her designee . ORDINANCE NO. 1519 PAGE 2 OF 4 § 2-11-4 OFFICERS . The C-commission shall elect a G-chairperson and Vvice -G-chairperson from among its members to serve for a period of 1 year. The Vvice C-chairperson shall preside at C-commission meetings in the absence of the G-,chairperson. § 2-11-5 DUTIES . The 44health and 4human -Sservices Gcommission is hereby charged with the following duties : (A) T-& conduct public hearings to determine the needs of ,city residents with regard to public health­iLi�T provision of human services and care of the elderly, and disabled; (B) -T-& enhance the development of the public health through public forums, seminars and work with other agencies; (C) Te review requests submitted by health and human service providers (non-profit agencies) for city funding and to make recommendations to the C-council regarding that funding; (D) T--& assist in the development of health care facilities; a-ad (E) T­e­ make recommendations to the -council regarding elderly health care and emergency transportation programs . § 2-11-6 MEETINGS . (A) T h e G-&�. city clerk shall establish a regular meeting date schedule for the commission­w� (B) Special meetings may be called by the -chairperson. (C) A quorum shall consist of -34 members for the transaction of all business . § 2-11-7 VACANCIES . Vacancies shall be filled in accordance with the provisions of V-e­l�. ,� § 2-11-2 . § 2-11-8 REMOVAL OF MEMBERS . (A) Members of the -commission serve at the pleasure of the C-council and may be removed from office by the majority of the -council . (B) A member of the -commission shall not be absent from more than 3 consecutive meetings without notification to staff of the reason for such absence before each meeting. (C) If the three consecutive absences occur without the required notification to staff, s, the remaining members of the -commission shall vote to retain o--� recommend to the Gcouncil t-4wi- -whether the absentee member should be re-lievee-1 removed from e f Iq 4 _7�-- I-- A 4 the C-commission. ORDINANCE NO. 1519 PAGE 3 OF 4 SECTION II REPEALING ANY CONFLICTING PROVISIONS All ordinances and parts of ordinances in conflict with the provisions of this ordinance or any part of the codes adopted herein by reference are hereby repealed. SECTION III PROVIDING FOR SEVERABILITY If any section, subsection, sentence, phrase, clause or portion of this ordinance or any part of the codes or regulations adopted herein by reference 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. APPROVED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION THIS DAY OF 2021 . SIGNED AND ATTESTED TO THIS DAY OF 2021 . WALTER "CHIP" WILSON Mayor ATTEST: JENNIFER PENA City Clerk APPROVED AS TO FORM: RICHARD J. STERN City Attorney ORDINANCE NO. 1519 PAGE 4 OF 4 ORDINANCE NO. 1519 AN ORDINANCE OF THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, AMENDING APACHE JUNCTION CITY CODE, VOLUME I, BY REPEALING AND REPLACING IN ITS ENTIRETY CHAPTER 2 : MAYOR, COUNCIL, AND APPOINTED BOARDS AND COMMISSIONS, ARTICLE 2-11 : HEALTH AND HUMAN SERVICES COMMISSION; REPEALING ANY CONFLICTING PROVISIONS; AND PROVIDING FOR SEVERABILITY. WHEREAS, Chapter 2, Article 2-11 : Health and Human Services Commission of the Apache Junction City Code ("A. J.C.C . ") , Volume I was last updated by Ordinance No. 1328 on October 27, 2008; and WHEREAS, on November 1, 2021, the council discussed increasing the membership from five to seven members and whether vacancies should be filled before the quorum level is compromised any time before the annual October appointment cycle; and WHEREAS, on November 2, 2021, the council directed staff to make the above changes to the health and human services code provisions; and WHEREAS, other minor clerical changes are needed to facilitate the above-noted changes . NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, AS FOLLOWS : SECTION I IN GENERAL 1) Existing Apache Junction City Code, Volume I, Chapter 2 : Mayor, Council, and Appointed Boards and Commissions, Article 2- 11 : Health and Human Services Commission, is hereby repealed and replaced in its entirety, as follows : ARTICLE 2-11 : HEALTH AND HUMAN SERVICES COMMISSION Section 2-11-1 Creation 2-11-2 Membership and terms of office 2-11-3 Compensation and expenses 2-11-4 Officers 2-11-5 Duties 2-11-6 Meetings 2-11-7 Vacancies 2-11-8 Removal of members § 2-11-1 CREATION. (A) The health and human services commission of the City of Apache Junction, Arizona, is hereby created. ORDINANCE NO. 1519 PAGE 1 OF 4 (B) Staff responsibilities shall be assigned through the city manager ' s office . § 2-11-2 MEMBERSHIP AND TERMS OF OFFICE. (A) Effective November 1, 2022, the health and human services commission shall consist of seven (7) members instead of five (5) who shall be appointed and approved by the council . (B) (1) The appointments to this commission shall be for terms of 3 years each, with the terms of members so staggered that the terms of no more than 3 members shall expire in any given year. (2) Upon expiration of the term of office, all new appointments shall be made by the council for full 3-year terms and all such terms shall expire on October 31st of succeeding years, except that in the event of the membership complement falling below the required quorum level set forth in § 2-11-6 (C) , the membership vacancies shall be filled by the council for the balance of the unexpired terms any time before the annual October appointment cycle using the then-existing talent bank applications . (C) At least 4 of the 7 members shall be residents of the city, with no more than 3 being non-residents from within the "zone of influence", which means areas outside the city limits in Pinal County that the council deems having a cultural, social and economic impact on the city. (D) No individual shall be appointed to the commission if the individual has received funding from the city either as an individual, or if such person has served on the board of any agency or been the employee of any agency that has received funding from the city at any time during the preceding 12 months . (E) No former member of the health and human services commission shall make application to the city for funding as an individual or as the employee or representative of any agency within 12 months after they have ceased to be a member of the commission. § 2-11-3 COMPENSATION AND EXPENSES . The members of the health and human services commission shall receive no salaries or other remuneration for their services as members of the commission and shall not be entitled to personal expenses incurred by them in the discharge of their official duties, except to the extent, purposes and amount such expense is first authorized and approved in advance by the city manager or his or her designee . § 2-11-4 OFFICERS . The commission shall elect a chairperson and vice chairperson from among its members to serve for a period of 1 year. The vice chairperson shall preside at commission meetings in the absence of the chairperson. ORDINANCE NO. 1519 PAGE 2 OF 4 § 2-11-5 DUTIES . The health and human services commission is hereby charged with the following duties : (A) conduct public hearings to determine the needs of city residents with regard to public health provision of human services and care of the elderly, and disabled; (B) enhance the development of the public health through public forums, seminars and work with other agencies; (C) review requests submitted by health and human service providers (non-profit agencies) for city funding and to make recommendations to the council regarding that funding; (D) assist in the development of health care facilities; (E) make recommendations to the council regarding elderly health care and emergency transportation programs . § 2-11-6 MEETINGS . (A) The city clerk shall establish a regular meeting date schedule for the commission. (B) Special meetings may be called by the chairperson. (C) A quorum shall consist of 4 members for the transaction of all business . § 2-11-7 VACANCIES . Vacancies shall be filled in accordance with the provisions of § 2-11-2 . § 2-11-8 REMOVAL OF MEMBERS . (A) Members of the commission serve at the pleasure of the council and may be removed from office by the majority of the council . (B) A member of the commission shall not be absent from more than 3 consecutive meetings without notification to staff of the reason for such absence before each meeting. (C) If the three consecutive absences occur without the required notification to staff, the remaining members of the commission shall vote to recommend to the council whether the absentee member should be removed from the commission. SECTION II REPEALING ANY CONFLICTING PROVISIONS All ordinances and parts of ordinances in conflict with the provisions of this ordinance or any part of the codes adopted herein by reference are hereby repealed. SECTION III PROVIDING FOR SEVERABILITY If any section, subsection, sentence, phrase, clause or portion of this ordinance or any part of the codes or regulations adopted herein by reference is for any reason held to be invalid or unconstitutional by the decision of any court of competent ORDINANCE NO. 1519 PAGE 3 OF 4 jurisdiction, such decision shall not affect the validity of the remaining portions thereof. APPROVED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION THIS DAY OF 2021 . SIGNED AND ATTESTED TO THIS DAY OF 2021 . WALTER "CHIP" WILSON Mayor ATTEST: JENNIFER PENA City Clerk APPROVED AS TO FORM: RICHARD J. STERN City Attorney ORDINANCE NO. 1519 PAGE 4 OF 4 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 10. File ID: 21-690 Sponsor:Joel Stern Agenda Date: 12/7/2021 Index: In Control: City Council Meeting Presentation, discussion, public hearing and consideration of Resolution No. 21-53 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 titled "2021 Amendments to Apache Junction City Code, Volume I, Chapter 2: Mayor, Council, and Appointed Boards and Commissions and Chapter 7: Buildings, Board and Commission §2-7-2(b), §2-8-2(b), § 2-9-2(d), §2-15-2(b), § 2-21-1, §2-21-2, §2-21-3, § 2-22-2(a)and §7-1-1(b)(1)". City of Apache Junction,Arizona Page 1 Printed on 1113012021 RESOLUTION NO. 21-53 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 TITLED "2021 AMENDMENTS TO APACHE JUNCTION CITY CODE, VOLUME I, CHAPTER 2 : MAYOR, COUNCIL, AND APPOINTED BOARDS AND COMMISSIONS AND CHAPTER 7 : BUILDINGS, BOARD AND COMMISSION § 2-7-2 (B) , § 2-8-2 (B) , § 2-9-2 (D) , § 2-15-2 (B) , § 2-21-1, § 2-21-2, § 2-21-3, § 2-22-2 (A) AND § 7-1-1 (B) (1) " . WHEREAS, Arizona Revised Statutes Annotated ("A.R. S . ") § 9- 802 permits municipalities to enact the provisions of a code or public record in existence without setting forth such provisions in full text as long as the adopting ordinance is published in full text, with one paper copy filed with the city clerk and one electronic copy accessible on the city' s website, and both being available for public use and inspection; and WHEREAS, pursuant to A.R. S . §§ 9-801 (1) and 9-802, such codes can include board and commission city code provisions; and WHEREAS, it is the intent of the city to declare such documents which are on file in the office of the city clerk as public records; and WHEREAS, the document to be declared a public record pertinent to amended board and commission code provisions include that certain document titled "2021 Amendments to Apache Junction City Code, Volume I, Chapter 2 : Mayor, Council, and Appointed Boards and Commissions and Chapter 7 : Buildings, board and commission § 2-7-2 (B) , § 2-8-2 (B) , § 2-9-2 (D) , § 2-15-2 (B) , § 2-21-1, § 2-21-2, § 2-21-3, § 2-22-2 (A) , and § 7-1-1 (B) (1) ", which were presented to council on December 6, 2021 as a work session discussion item and on December 7, 2021 at a public hearing. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA AS FOLLOWS : SECTION I IN GENERAL 1 . That certain document (a copy of which is attached hereto) entitled "2021 Amendments to Apache Junction City Code, Volume I, Chapter 2 : Mayor, Council, and Appointed Boards and Commissions and Chapter 7 : Buildings, board and RESOLUTION NO. 21-53 PAGE 1 OF 2 commission § 2-7-2 (B) , § 2-8-2 (B) , § 2-9-2 (D) , § 2-15-2 (B) , § 2-21-1, § 2-21-2, § 2-21-3, § 2-22-2 (A) , and § 7-1- 1 (B) (1) ", one electronic copy which is accessible on the city' s website (www.ajcity.net) and one paper copy which is filed in the office of the city clerk, is hereby declared to be a public record and shall be made available for public use and inspection. PASSED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, THIS DAY OF , 2021 . SIGNED AND ATTESTED TO THIS DAY OF , 2021 . WALTER "CHIP" WILSON Mayor ATTEST: JENNIFER PENA City Clerk APPROVED AS TO FORM: RICHARD J. STERN City Attorney RESOLUTION NO. 21-53 PAGE 2 OF 2 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 11. File ID: 21-691 Sponsor:Joel Stern Agenda Date: 12/7/2021 Index: In Control: City Council Meeting Presentation, discussion. public hearing and consideration of Ordinance No. 1520 an ordinance of the mayor and city council of the City of Apache Junction, Arizona, amending Apache Junction City Code, Volume I, by repealing and replacing in their entirety Chapter 2: Mayor, Council, and Appointed Boards and Commission and Chapter 7: Buildings, Board and Commission §2-7-2(b), §2-8-2(b), §2-9-2(d), §2-15-2(b), §2-21-1, § 2-21-2, §2-21-3, § 2-22-2(a), § 7-1-1(b)(1); and adopting by reference that certain document filed with the city clerk and titled: "2021 Amendments to Apache Junction City Code, Volume I, Chapter 2: Mayor, Council, and Appointed Boards and Commissions and Chapter 7: Buildings, Board and Commission §2-7-2(b), §2-8-2(b), §2-9-2(d), §2-15-2(b), §2-21-1, § 2-21-2, §2-21-3, § 2-22-2(a)and § 7-1-1(b)(1)"; repealing any conflicting provisions; and providing for severability. City of Apache Junction,Arizona Page 1 Printed on 1113012021 INTEROFFICE MEMO OFFICE OF THE CITY ATTORNEY TO: Honorable Mayor and DATE: December 6, 2021 Members of City Council FROM: R. Joel Stern City Attorney SUBJECT: BOARD AND COMMISSION CODE SECTION AMENDMENTS; OUR FILE NO. 21-027 On November 2, 2021 (Item #12), the council directed staff with a 7:0 vote to increase the health and human services commission membership from five to seven members starting in October 2022. The council also voted 6:1 to direct staff to amend multiple board and commission sections of the city code so that in situations where the quorum is in danger of not being met, the council will fill the vacancies immediately using the then-current talent bank applications and will not wait until the annual October appointment cycle. As directed, I have included in the packet redline and clean copies of the proposed amendments as reflected in Ordinance Nos. 1519 and 1520 and Resolution No. 21-53 . Ordinance No. 1519 amends in its entirety Apache Junction City Code, Vol. I, Article 2-11 since the direction to staff instruction affected multiple sections of the health and human services commission article, some of which were also clerical as well as general clean-up (i.e.: the definition of "zone of influence" under § 2-11-2 (C))• Ordinance No. 1520 and Resolution No. 21-53 relate to the quorum preservation direction in all other boards and commission city code provisions. Because each board and commission are under different provisions, the amendments will be fairly lengthy and will be quite expensive to publish after anticipated passage. Consequently, to avoid the publication cost of a larger ordinance, it is recommended the shorter ordinance version adopting the amendments by reference and the resolution declaring the amended provisions a public record be used. The actual amendments are contained in a separate document that will not have to be published with the ordinance. There are also some clerical changes being made within these sections and are reflected in the redline version. R. Joel Stern City Attorney ORDINANCE NO. 1520 AN ORDINANCE OF THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, AMENDING APACHE JUNCTION CITY CODE, VOLUME I, BY REPEALING AND REPLACING IN THEIR ENTIRETY CHAPTER 2 : MAYOR, COUNCIL, AND APPOINTED BOARDS AND COMMISSIONS AND CHAPTER 7 : BUILDINGS, BOARD AND COMMISSION § 2-7-2 (B) , § 2-8-2 (B) , § 2-9-2 (D) , § 2- 15-2 (B) , § 2-21-1, § 2-21-2, § 2-21-3, § 2-22-2 (A) , § 7-1-1 (B) (1) ; AND ADOPTING BY REFERENCE THAT CERTAIN DOCUMENT FILED WITH THE CITY CLERK AND TITLED: "2021 AMENDMENTS TO APACHE JUNCTION CITY CODE, VOLUME I, CHAPTER 2 : MAYOR, COUNCIL, AND APPOINTED BOARDS AND COMMISSIONS AND CHAPTER 7 : BUILDINGS, BOARD AND COMMISSION § 2-7-2 (B) , § 2-8-2 (B) , § 2-9-2 (D) , § 2-15- 2 (B) , § 2-21-1, § 2-21-2, § 2-21-3, § 2-22-2 (A) AND § 7-1-1 (B) (1) "; REPEALING ANY CONFLICTING PROVISIONS; AND PROVIDING FOR SEVERABILITY. WHEREAS, Apache Junction City Code ("A. J.C.C. ") , Volume I, Chapter 2, Articles 2-7 (Library Board) , 2-8 (Parks and Recreation Commission) , 2-15 (Industrial Development Authority) , 2-21 (Board of Adjustment, Municipal Property Corporation, Public Safety Personnel Retirement Board) , and 2-22 (Planning and Zoning Commission) were last updated by Ordinance No. 1328 on October 27, 2008; and WHEREAS, A. J.C.C. , Volume I, Chapter 2, Article 2-9, (Public Art Commission) was adopted by Ordinance No. 1478 on September 17, 2019; and WHEREAS, A.J.C .C . , Volume I, Chapter 7, Article 7-1, (Construction Board of Appeals) was last updated by Ordinance No. 1475 on June 19, 2019; and WHEREAS, on November 1, 2021, the council discussed the desire to amend board and commission appointments and filling of vacancies to preserve the quorum levels any time before the annual October appointment cycle; and WHEREAS, on November 2, 2021, the council directed staff to change the various above-referenced city code provisions to preserve the quorum levels any time before the annual October appointment cycle; and WHEREAS, A.R. S . § 9-802 allows municipalities to enact the provisions of a code or public record theretofore in existence without setting forth such provisions in full text as long as the adopting ordinance is published in full text and at least one paper copy of the code changes or public record are filed in the office of the city clerk and an electronic copy is accessible on the city' s website and made available for public inspection; and ORDINANCE NO. 1520 PAGE 1 OF 3 WHEREAS, pursuant to A.R. S . §§ 9-801 (1) and 9-802, codes which may be adopted by reference include those relating to city boards and commissions; and WHEREAS, city staff has determined that for administrative efficiency, it is more appropriate to update the city code by repealing the above-noted sections of Chapter 2 and Chapter 7 relating to city board and commission appointments and vacancies, in their entirety and replacing them with updated versions . BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, AS FOLLOWS : SECTION I IN GENERAL 1 . That existing Apache Junction City Code, Volume I, Chapter 2 : Mayor, Council, and Appointed Boards and Commissions and Chapter 7 : Buildings, board and commission § 2-7-2 (B) , § 2- 8-2 (B) , § 2-9-2 (D) , § 2-15-2 (B) , § 2-21-1, § 2-21-2, § 2-21- 3, § 2-22-2 (A) , and § 7-1-1 (B) (1) , are hereby repealed in their entirety. 2 . That certain document titled "2021 Amendments to Apache Junction City Code, Volume I, Chapter 2 : Mayor, Council, and Appointed Boards and Commissions and Chapter 7 : Buildings, board and commission § 2-7-2 (B) , § 2-8-2 (B) , § 2-9-2 (D) , § 2-15-2 (B) , § 2-21-1, § 2-21-2, § 2-21-3, § 2-22-2 (A) , and § 7-1-1 (B) (1) ", one paper copy and one electronic copy which are accessible on the city' s website and filed in the office of the city clerk, and which document was made a public record by Resolution No . 21-53, is hereby referred to, adopted and made a part hereof as if fully set out in this ordinance, pursuant to A.R. S . § 9-802 . SECTION II REPEALING ANY CONFLICTING PROVISIONS All ordinances and parts of ordinances in conflict with the provisions of this ordinance or any part of the codes adopted herein by reference are hereby repealed. SECTION III PROVIDING FOR SEVERABILITY If any section, subsection, sentence, phrase, clause or portion of this ordinance or any part of the codes or regulations adopted herein by reference 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. APPROVED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION THIS DAY OF 2021 . ORDINANCE NO. 1520 PAGE 2 OF 3 SIGNED AND ATTESTED TO THIS DAY OF f 2021 . WALTER "CHIP" WILSON Mayor ATTEST: JENNIFER PENA City Clerk APPROVED AS TO FORM: RICHARD J. STERN City Attorney ORDINANCE NO. 1520 PAGE 3 OF 3 2021 AMENDMENTS TO APACHE JUNCTION CITY CODE, VOLUME I, CHAPTER 2: MAYOR COUNCIL AND APPOINTED BOARDS AND COMMISSIONS AND CHAPTER 7: BUILDINGS, BOARD AND COMMISSION § 2-7-2(B), § 2-8- 2(B), § 2-9-2(D), § 2-15-2(B), § 2-21-1, § 2-21-2, § 2-21-3, § 2-22- 2(A) AND § 7-1-1(13)(1) 1) Apache Junction City Code, Volume I, Chapter 2: Mayor, y Council and Appointed Boards and Commission, Article 2-7: Library Board, § 2-7-2(B): Membership and Terms of Office, is hereby amended as follows: (B) The terms of the trustees shall be for 3 years and shall e�pir nd on October 31 st of succeeding 9wft years thefter-or until their successors are duly appointed by the Jyor °4$r Ceouncil exce t that in the event of the board mernbershilD co Mole ent falling below the re aired quorum level set forth in 2-7-5 B the memersi vacancies shall be filled b the council for their unex iced terzxzs any ti e before the annual October appoint ent cycle usin �tl�e then-existin talent bank applications. The terms shall be so staggered that the terms of no more than 3 trustees shall conclude in any given year. Ex-officio members shall serve for a term not to exceed 1 year. 2) Apache Junction City Code, Volume I, Chapter 2: Mayor, y Council and Appointed Boards and Commission, Article 2-8: Parks and Recreation Commission, § 2-8-2(B): Membership and Terms of Office, is hereby amended as follows: (B) Commission members shall all serve for a term of 3 years or until their successors are duly appointed by the Maur- nd--Ccouncil. Terms of members shall be so staggered that the terms of no more than 3 members shall expire in any 4-one year and, in accordance with this section, all such terms shall expire on October 31 st of the-succeedingears. app-'��--�b-'e=dear-except that iz�the event of the board membership complement fallin bg slow the required quorum level set fortb ip 2-8- the membership vacancies shill be filled b the council for then-unexpired fez_ s any ti e before the annual October a ointment c cle using the then-existing-talent bank applications. If a reduction in membership is ever approved by the M --a "council, the terms of office due to expire or unfilled at the time of amendment shall remain so and no future appointments shall be made to replace those members. 3) Apache Junction City Code, Volume I, Chapter 2: Ma. o�r, City Council and Appointed Boards and Commission, Article 2-9: Public Art Commission, § 2-9-2(D): Membership and Terms of Office, is hereby amended as follows: (D) Upon expiration of the initial terms of office, all new appointments shall be made by the Mayor-an"council for full 3-year terms and all such terms shall expire on October 31St of eel succeedin ears, except that in the event of death- -fe&io --a m the board znez ership co�xplement falling below flee r c taired quorum level set forth in § 2-9-5 the membership vacancies veeaney shall be filled by appobi4Ben by the Mayer--id—Gcouncil for the unexpired terms any time before the annual October qppointment cycle using the then-existing talent bank applications. The term of all members shall extend until their successors are qualified. 2 4) Apache Junction City Code, Volume I, Chapter 2: Mayor, y Council and Appointed Boards and Commission, Article 2-15: Industrial Development AuthoritX, § 2-15-2(B): Membership and Terms of Office, is hereby amended as follows: (B) After the expiration of initial appointments,the terms of members shall be as follows: 2 members with terms beginning from their appointment and expiring 6 years from the date of appointment by the Mayancouncil; 3 members with terms beginning from their date of appointment and expiring 6 years from the date of appointment by the o ° nd C-council; and 2 members with terms beginning from their date of appointment and expiring 6 years from the date of appointment by the M*yor--and Council. All member terms shall be for a period of 6 years,and shall be so staggered that the term of no more than 3 members shall expire in any given year. All terms shall expire on October 31st of succeeding ems. ex!e at in the event of the board membership complement fallinbelow the r�uq Trod quo m Level set forth in § 2®15-5, the membership vacancies shall be filled y tllmme council for their unexpired tenns an ti e before the annual October appoint ent c��le from the then-existing talent bank apdalications. 5) Apache Junction City Code, Volume I, Chapter 2: Mao�y Council and Appointed Boards and Commission, Article 2-21: Board of Adjustment and Appeals/Municipal Property_ Corporation/Public Safety Personnel Retirement Board, § 2-21-1: Board of Adjustment and Appeals, is hereby amended as follows: There is hereby created, as provided by law, a Bboard of Aadjustment for the city. The _oard of Aadjustment shall be composed of 7 members, each of whom shall be a resident of the city. The members of the Bboard shall be appointed for terms of 3 years each,unless sooner removed by the Ms` rzounciL -£i¢hr wixlcr e"*�r �rc e�s� e }xtut sirc rrs ers-sxizzll ,,sa`°�Qi r xre�it ? �. z 9 : aFe�, Elk , ; T-wFe° w-,--gmMembers shall be appointed for terms of 3 years,-, such terms shall expire on October 31st of succeedingyears exceJat that in the event of the beard merze, ship co lament fallin below the re aired uorum level of 4 members, the !pKTbershjp vacancies shall beyouncl forthefu terms any time before tle annual October appointment c cle from the then-existing_talent bank applications. The procedures and powers of the Bboard of Aadjustment shall be as set forth in Vol.1I,Article 1-11. 6) Apache Junction City Code, Volume I, Chapter 2: Ma_ oar, City Council and Appointed Boards and Commission, Article 2-21: Board of Adjustment and Appeals/Municipal Property Corporation/Public Safety Personnel Retirement Board, § 2-21-2: Municipal Property_ Corporation, is hereby amended as follows: Resolution No. 90-16, passed on July 19, 1990, is incorporated herein by reference. The resolution approved the articles of incorporation and bylaws of the Mmunicipal P-property Gcorporation("MPC")and appointed the incorporators and initial board of directors. There are 5 directors. Each term shall be 3 years and shall have an expiration date of October 31 st 3 of hat in the event of the board membershilD cornDlement fallinla below the reqiuired quorum level of 3 members.the members hi vacancies shall be filled b the council foT their unex iced ter s an time before the annual October appointment cycle from the then-existh (Y talent bank applications. 7) Apache Junction City Code, Volume 1, Chapter 2: Mayor, City Council and Appointed Boards and Commission, Article 2-21: Board of Adjustment and Appeals/Municipal Property Corporation/Public Safety Personnel Retirement Board, § 2-21-3: Public Safely Personnel Retirement Board, is hereby amended as follows: Pursuant to A.R.S. § 38-847(A) , the city has previously established a local board to administer public safety personnel retirement matters under Title 38, Chapter 5, Article 4 (A.R.S. § 38-841 et seq.) Under A.R.S. § 38-847 (B), a term for any appointed member shall have an expiration date of October 3 1 st of the-y-ear--s�ucceeding_y�ears4t4s—,e te4em+in4e except that in the event of the board membersh-3 conl'olement fallinc, below the re wired Egd uoru�mlev�elof 3 iqenibersthe mg-jobership-yagai1cies sl-Lail be filled by ic council for their unexpired terms any ti e before the annual October aat�ointlnent c c1e from the isti then-ex 2��talent bank-W21jeatioqs. 8) Apache Junction City Code, Volume 1, Chapter 2: Mayor, City Council and Appointed Boards and Commission, Article 2-22: Planning and Zoning Commission, § 2-22-2(A): Membership, is hereby amended as follows: (A) The P-planning and Zzoning commission shall be composed of a total of 7 members who shall be residents of the city. The members of the C-commission shall be appointed by the Mayof-and-Qcouncil. These appointments shall be for a period of 3 years,unless sooner removed by the Mayef-e+i"council, either with or without cause. The terms of the members shall be so staggered that the terms of no more than 3 members shall expire in any one year. Upon expiration of the term of office, all new appointments shall be made by the °nid-Gcouncil for full 3-year terms, and all terms shall expire October 31 st, except that in the event of the d eat h-o����- board members level set forth in_§ 2- 22:6,tbe meinbershiT vacancies, 4ie-vaeaney shall be filled by appointment-of the Mayof council for their unexpired terms any time before the annual October appointment applications.cycle fro the then-existing talent bank The term of all members shall extend until their successors are qualified; except that 3 successive unexcused or unexplained absences from any regular or special meeting shall be grounds for termination at the will and pleasure of the M-a-y areouncil without the necessity of a hearing or notice and such action shall be final. 4 9) Apache Junction City Code, Volume 1, Chapter 7: Buildings, Article 7-1: Division of Building Safety and Inspection Administrative Code, § 7-1-1(B)(1): Construction Board of Appeals, is hereby amended as follows: (B) Membership and terms of office. (1) The-Bboard shall consist of 5 members who are appointed by the Nlayofend-G�eouncil. The terms of the Bboard members shall be for 3 years and shall end on October 31 st of sueceedi years,3-feafs4hefeaftef or until their successors are duly appointed except that in the event of the board rnembershfl)complement fellin-o,below the required evel set all be filled by the council for their unexpired terms any time before the annual October appointment cycle from the then- existino, talent bank i-aMlications. Such terms shall be so staggered that no more than 3 members' terms conclude in the same year. Members need not be residents of the city. Continued absence of any member from meetings of the Rboard shall, at the discretion of the Gcouncil,render any such member liable for removal from office by the Gcouncil. Any member absent for 3 consecutive meetings without being excused shall be considered as having vacated their appointment. Appointments to fill unexpired terms shall be made in the same manner as the vacated member Members of the 13board shall serve without pay. 5 2021 AMENDMENTS TO APACHE JUNCTION CITY CODE, VOLUME I, CHAPTER 2: MAYOR COUNCIL AND APPOINTED BOARDS AND COMMISSIONS AND CHAPTER 7: BUILDINGS, BOARD AND COMMISSION § 2-7-2(B), § 2-8- 2(B), § 2-9-2(D), § 2-15-2(B), § 2-21-1, § 2-21-2, § 2-21-3, § 2-22- 2(A) AND § 7-1-1(13)(1) 1) Apache Junction City Code, Volume I, Chapter 2: Mayor, y Council and Appointed Boards and Commission, Article 2-7: Library Board, § 2-7-2(B): Membership and Terms of Office, is hereby amended as follows: (B) The terms of the trustees shall be for 3 years and shall expire on October 31 st of succeeding years or until their successors are duly appointed by the council, except that in the event of the board membership complement falling below the required quorum level set forth in § 2-7-5(B), the membership vacancies shall be filled by the council for their unexpired terms any time before the annual October appointment cycle using the then- existing talent bank applications. The terms shall be so staggered that the terms of no more than 3 trustees shall conclude in any given year. Ex-officio members shall serve for a term not to exceed 1 year. 2) Apache Junction City Code, Volume I, Chapter 2: Ma. or, City Council and Appointed Boards and Commission, Article 2-8: Parks and Recreation Commission, § 2-8-2(B): Membership and Terms of Office, is hereby amended as follows: (B) Commission members shall all serve for a term of 3 years or until their successors are duly appointed by the council. Terms of members shall be so staggered that the terms of no more than 3 members shall expire in any one year and, in accordance with this section, all such terms shall expire on October 31 st of succeeding years, except that in the event of the board membership complement falling below the required quorum level set forth in § 2-8-5, the membership vacancies shall be filled by the council for their unexpired terms any time before the annual October appointment cycle using the then-existing talent bank applications. If a reduction in membership is ever approved by the council, the terms of office due to expire or unfilled at the time of amendment shall remain so and no future appointments shall be made to replace those members. 3) Apache Junction City Code, Volume I, Chapter 2: Mayor, City Council and Appointed Boards and Commission, Article 2-9: Public Art Commission, § 2-9-2(D): Membership and Terms of Office, is hereby amended as follows: (D) Upon expiration of the initial terms of office, all new appointments shall be made by the council for full 3-year terms and all such terms shall expire on October 31 st of succeeding years, except that in the event of the board membership complement falling below the required quorum level set forth in § 2-9-5, the membership vacancies shall be filled by the council for the unexpired terms any time before the annual October appointment cycle using the then-existing talent bank applications. The term of all members shall extend until their successors are qualified. 4) Apache Junction City Code, Volume I, Chapter 2: MU or,r, City Council and Appointed Boards and Commission, Article 2-15: Industrial Development Authority, § 2-15-2(B): Membership and Terms of Office, is hereby amended as follows: (B) After the expiration of initial appointments,the terms of members shall be as follows: 2 members with terms beginning from their appointment and expiring 6 years from the date 2 of appointment by the council; 3 members with terms beginning from their date of appointment and expiring 6 years from the date of appointment by the council; and 2 members with terms beginning from their date of appointment and expiring 6 years from the date of appointment by the council. All member terms shall be for a period of 6 years, and shall be so staggered that the term of no more than 3 members shall expire in any given year. All terms shall expire on October 31 st of succeeding years, except that in the event of the board membership complement falling below the required quorum level set forth in § 2-15-5,the membership vacancies shall be filled by the council for their unexpired terms any time before the annual October appointment cycle from the then-existing talent bank applications. 5) Apache Junction City Code, Volume I, Chapter 2: Mayor, City Council and Appointed Boards and Commission, Article 2-21: Board of Adjustment and Appeals/Municipal Property Corporation/Public Safety Personnel Retirement Board, § 2-21-1: Board of Adjustment and Appeals, is hereby amended as follows: There is hereby created, as provided by law, a board of adjustment for the city. The board of adjustment shall be composed of 7 members, each of whom shall be a resident of the city. The members of the board shall be appointed for terms of 3 years each, unless sooner removed by the council. Members shall be appointed for terms of 3 years, such terms shall expire on October 31st of succeeding years, except that in the event of the board membership complement falling below the required quorum level of 4 members, the membership vacancies shall be filled by the council for their unexpired terms any time before the annual October appointment cycle from the then-existing talent bank applications. The procedures and powers of the board of adjustment shall be as set forth in Vol. II, Article 1-11. 6) Apache Junction City Code, Volume 1, Chapter 2: Mayor, City Council and Appointed Boards and Commission, Article 2-21: Board of Adjustment and Appeals/Municipal Property Corporation/Public Safety Personnel Retirement Board, § 2-21-2: Municipal Propertx Corporation, is hereby amended as follows: Resolution No. 90-16, passed on July 19, 1990, is incorporated herein by reference. The resolution approved the articles of incorporation and bylaws of the municipal property corporation ("MPC") and appointed the incorporators and initial board of directors. There are 5 directors. Each term shall be 3 years and shall have an expiration date of October 31 st of succeeding years, except that in the event of the board membership complement falling below the required quorum level of 3 members, the membership vacancies shall be filled by the council for their unexpired terms any time before the annual October appointment cycle from the then-existing talent bank applications. 7) Apache Junction City Code, Volume I, Chapter 2: Ma_ oar, City Council and Appointed Boards and Commission, Article 2-21: Board of Adjustment and Appeals/Municipal Property Corporation/Public Safety Personnel Retirement Board, § 2-21-3: Public Safety Personnel Retirement Board, is hereby amended as follows: 3 Pursuant to A.R.S. § 38-847(A) , the city has previously established a local board to administer public safety personnel retirement matters under Title 38, Chapter 5, Article 4 (A.R.S. § 38-841 et seq.) Under A.R.S. § 38-847 (B), a term for any appointed member shall have an expiration date of October 31 st of succeeding years, except that in the event of the board membership complement falling below the required quorum level of 3 members,the membership vacancies shall be filled by the council for their unexpired terms any time before the annual October appointment cycle from the then-existing talent bank applications. 8) Apache Junction City Code, Volume I, Chapter 2: Mayor, City Council and Appointed Boards and Commission, Article 2-22: Planning and Zoning Commission, § 2-22-2(A): Membership, is hereby amended as follows: (A) The planning and zoning commission shall be composed of a total of 7 members who shall be residents of the city. The members of the commission shall be appointed by the council. These appointments shall be for a period of 3 years,unless sooner removed by the council, either with or without cause. The terms of the members shall be so staggered that the terms of no more than 3 members shall expire in any one year. Upon expiration of the term of office, all new appointments shall be made by the council for full 3-year terms, and all terms shall expire October 31 st, except that in the event of the board membership complement falling below the required quorum level set forth in § 2-22-6,the membership vacancies shall be filled by the council for their unexpired terms any time before the annual October appointment cycle from the then-existing talent bank applications. The term of all members shall extend until their successors are qualified; except that 3 successive unexcused or unexplained absences from any regular or special meeting shall be grounds for termination at the will and pleasure of the council without the necessity of a hearing or notice and such action shall be final. 9) Apache Junction City Code, Volume I, Chapter 7: Buildings, Article 7-1: Division of Building Safety and Inspection Administrative Code, § 7-1-1(B)(1): Construction Board of Appeals, is hereby amended as follows: (B) Membership and terms of office. (1) The board shall consist of 5 members who are appointed by the council. The terms of the board members shall be for 3 years and shall end on October 31 st of succeeding years, or until their successors are duly appointed, except that in the event of the board membership complement falling below the required quorum level set forth in§ 7-1-5(F)(1), the membership vacancies shall be filled by the council for their unexpired terms any time before the annual October appointment cycle from the then-existing talent bank applications. Such terms shall be so staggered that no more than 3 members' terms conclude in the same year. Members need not be residents of the city. Continued absence of any member from meetings of the board shall, at the discretion of the council, render any such member liable for removal from office by the council. Any member absent for 3 consecutive meetings without being excused shall be considered as having vacated their appointment. Appointments to fill unexpired terms shall be made in the same manner as 4 the vacated member, except as noted above due to a lack of a quorum. Members of the board shall serve without pay. 5 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 12. File ID: 21-701 Sponsor: Nicholas Leftwich Agenda Date: 12/7/2021 Index: In Control: City Council Meeting Presentation, discussion, public hearing and consideration on Ordinance No. 1518, 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, with the update of the requested Traffic Impact Analysis. City of Apache Junction,Arizona Page 1 Printed on 1113012021 City ofApache Junction Development Services Department Date : November 24, 2021 To: Honorable Mayor and City Council Members Through: Bryant Powell, City Manager Larry Kirch, Development Services Director Rudy Esquivias, Planning Manager From: Nicholas Leftwich, Associate Planner Subject: December 7, 2021, City Council Public Hearing Item: P-21-73-PZ (Ordinance No. 1518) The Havenly Superstition - SW corner of E. Superstition Boulevard and N. Royal Palm Road. Background P-21-73-PZ is a proposed rezoning request 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") to allow approximately 166 single-family style rental homes . Planning and Zoning Commission Recommendation The Planning and Zoning Commission public hearing was held on November 23, 2021 (planning staff report and exhibits attached) . The Planning and Zoning Commission voted 4-3 to recommend approval of P-21-73-PZ . Draft ordinance no . 1518 was drafted with the commission' s recommendation. Staff Recommendation Staff recommends approval of rezoning case P-21-73-PZ subject to the conditions found in the P&Z Staff Report, with the addition of Conditions 12, 13, and 14 added by the Planning and Zoning Commission on November 23, 2021 . Specifically, this includes the provision for two-story homes and a second ingress/egress for residents on Royal Palm Road. Attachments: - 1. Draft Ordinance No. 1518 - 2. P&Z Staff Report from November 23, 2021 with all attachments - 3. Additional Conditions of Approval Requested by the Applicant on 11/23/21 - 4. Additional Communication from Neighbors ORDINANCE NO. 1518 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 HAVENLY SUPERSTITION" LOCATED ON THE PROPERTY DESCRIBED IN REZONING CASE P-21-73-PZ, A REQUEST BY KEYSTONE HOMES, REPRESENTED BY BRENNAN RAY OF BURCH & CRACCHIOLO, FROM GENERAL RURAL LOW DENSITY SINGLE-FAMILY DETACHED RESIDENTIAL ("RS-GR") 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 by Keystone Homes (the "Developer") proposes an approximate 166 unit residential rental community to be named "The Havenly Superstition, " located at the southwest corner of East Superstition Boulevard and North Royal Palm Road on an approximately 14 . 77 acres; and WHEREAS, on September 28, 2021, the Apache Junction planning and zoning commission (the "commission") considered the case and continued it to November 23, 2021 to give time to the Developer to conduct a traffic impact analysis; and WHEREAS, on November 23, 2021, the commission voted 4-3 to recommend approval of rezoning case P-21-73-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 2020 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 ORDINANCE NO. 1518 PAGE 1 OF 6 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 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 (1) . 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 : The West half of the Northeast quarter of the Northeast quarter 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, except the portion conveyed in certain warranty deed recorded as 2017-004234, of official records; and The North half of the Southeast quarter of the Northeast quarter 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; and The East half of the Northeast quarter of the Northeast quarter 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 be and hereby is amended from General Rural Low Density Single- Family Detached Residential ("RS-GR") to High Density Multiple- Family Residential by Planned Development ("RM-2/PD") subject to the following conditions of approval : ORDINANCE NO. 1518 PAGE 2 OF 6 STANDARD CONDITIONS 1) The development shall reflect substantial compliance and consistency with the city' s Zoning Ordinance and the Planned Development presented with the site plan dated 10/28/21 in 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 as part of said screening. 3) The developer' s engineer shall meet the civil engineering improvement plans and document requirements, as outlined in the previously provided pre-application review comments dated 5/13/21 (P-21-39-PDR) and in accordance with the city' s approved engineering standards that are in effect at the time of plan submittal . 4) Street improvements shall include, but are not necessarily limited to, extension of pavement, sidewalk, curb, gutter, streetlights, underground utilities, fire hydrants, landscaping, all of which are subject to review and approval by the city engineer. 5) The following right-of-way dedications shall be made: 1 . Along the north side of the property, the south 50 feet of East Superstition Boulevard shall be dedicated as public right-of-way. ORDINANCE NO. 1518 PAGE 3 OF 6 2 A 20 foot by 20 foot triangular corner cut-off visibility triangles at the intersections of Superstition/Colt and Superstition/Royal Palm. 3 . The west 25 feet of the property for North Colt Road. 4 The east 40 feet of the property for North Royal Palm Road. 6) The proposed development will not be age-restricted. 7) All common 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 maintained in good condition at all times by the property owner and its successors and assigns . 8) Any major deviation or proposed changes from the original plans associated with this case will require a major PD amendment. PROJECT-SPECIFIC CONDITIONS 9) A 10 foot paseo or trail path connecting this development and the greater neighborhood to the emerging downtown developments planned to the west of this property shall be provided within the open space along the southern property line. 10) The minimum front setback and the minimum rear setback for main structures shall be reduced from 20 feet to 10 feet. 11) 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 . 12) Prior to execution of any lease, prospective tenants shall provide given written disclosure in their lease and in a separately signed disclosure statement for the signature of each buyer, acknowledging that the development is located adjacent to or nearby existing ranchette (s) ; that such uses are legal and should be expected to continue indefinitely; and animal privilege properties that may cause adverse noise, odors, and other externalities . This responsibility for notice rests with the developer and shall not be construed as ORDINANCE NO. 1518 PAGE 4 OF 6 an absolute guarantee by the City of Apache Junction for receiving such notice . 13) All leases at the development shall provide that all questions, concerns, complaint any tenant may have about the existing ranchette, animal privilege, and agricultural properties shall be solely directed to the property manager or owner of the development and not to the City of Apache Junction or any neighbors . All leases shall also provide that it shall be within the sole and absolute discretion of the property manager or owner of the development (and not the tenant) to determine (after the manger/owner' s due consideration of all related acknowledgements and disclosures that are required by the Zoning Conditions of Approval and consideration of all information known to the manager/owner) whether or not, when, and how to communicate any tenants' questions, concerns, or complaints . 14) All multi-use trails shall be maintained in a clean and orderly manner. 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. ORDINANCE NO. 1518 PAGE 5 OF 6 PASSED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, THIS DAY OF , 2021 . SIGNED AND ATTESTED TO THIS DAY OF , 2021 . WALTER "CHIP" WILSON Mayor ATTEST: JENNIFER PENA City Clerk APPROVED AS TO FORM: RICHARD JOEL STERN City Attorney ORDINANCE NO. 1518 PAGE 6 OF 6 City ofApache Junction Development Services Department PLANNING AND ZONING COMMISSION PUBLIC HEARING STAFF REPORT DATE: November 23, 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 November 23,2021 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 . P-21-73-PZ was previously presented to the Planning and Zoning Commission on September 28, 2021 (The 9/28/2021 P&Z Commission attachments has been included, and the meeting minutes provided as Exhibit #6) . At this time the P&Z Commission expressed several concerns about the proposed development, most specifically regarding how the density and development would impact the traffic situation of the surrounding streets and area. A suggestion was put forth that the applicant should conduct an analysis on the traffic conditions and impact in order to provide a clear evaluation of how the development would affect the traffic in the area. The P&Z Commission voted to continue rezoning case P-21-73-PZ approximately two months out, to the certain date November 23, 2021, so that the applicant could conduct the traffic impact analysis and revise their proposal accordingly. 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: "The Havenly Superstition"Case P-21-73-PZ November 23,2021 Planning and Zoning Commission Staff Report 2 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 2`0 ft + 10 ft. (main structure) Max. Lot Coverage 50% ±310 Max. Height for main 40 ft. 26 ft. structure PLANNING STAFF ANALYSIS 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. "The Havenly Superstition"Case P-21-73-PZ November 23,2021 Planning and Zoning Commission Staff Report 3 K k F 3c�' � ,•t; (� d„ 7•`,f^'is�l,'�f4, ffiN"hrv%d�fiYNe'�„'i,4,fi tfk{`,+�.t t��t h"�,..v�n`fiiA.� ,. ! 4t 'x'��� �{ �tyi�' soy i����� � ,��«x' �•H., 4. s � t .Wu j t 4N �1 t`Ei�fi t 4 k 1Y �$ ti� tti� IA IVI IA xrierr� s saazax.ar+ ue Subject Site Fbo Jom3n Oticiav i,aune wa ru:sFnt s#s �:" UY*I'',11AV€tOs,#twINO4', U I$AC) t'Vm+3 ',Of 2019 : Medrvxn CHnsn!^g RAMS°n#aa4:iIC4Co-t#FAf Mal T..smpa,4a2wn Zoning/Site Context: 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 . "The Havenly Superstition"Case P-21-73-PZ November 23,2021 Planning and Zoning Commission Staff Report 4 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 proposed in the 7/22/21 Preliminary Site Plan (Exhibit #8) , which has been changed to an emergency vehicle only access gate in 10/28/21 Updated Site Plan (Exhibit #3) , as discussed in the Project Update Section of this report. Both driveways would be served by a deceleration lane and both would 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 (Exhibit #12, 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 of utilities because they would like to develop their adjacent parcel . "The Havenly Superstition"Case P-21-73-PZ November 23,2021 Planning and Zoning Commission Staff Report 5 Public .Input Update (11/23/21) : Staff has not received any additional messages, phone calls, or e-mails from neighbors or other members of the public since the time of the prior public hearings . The applicant, Keystone Homes, held another neighborhood meeting for neighbors and other interested members of the public on November 16th, 2021 at the neighboring Circle C Stables . Staff has been informed that 12 people attended, primarily customers of the horse stable who had questions about how the development would affect the traffic of the area and impact the horse riding. The applicant reviewed the changes proposed to accommodate the equestrian community, for which appreciation was expressed, along with concerns regarding density. PROJECT UPDATE Since the last time the Planning and Zoning Commission has last reviewed the project the applicant has made several revisions to the proposal, as indicated and listed in detail in their communications to staff attached here as Exhibit #1 . Site Plan and Design Updates: The applicant has modified several elements of the site plan and architectural design of the proposed Havenly Superstition project. Significantly, 8' to 10' Multi Use Trails have been added along the north (Superstition Boulevard) and east (Royal Palm Road) sides of the property. Additionally, the Royal Palm Road access has been changed from a secondary ingress/egress gate to an emergency vehicle only access gate that will otherwise remain closed, and the applicant has noted that their new proposal has removed all 2-story buildings from the development to accommodate the concerns neighbors . However, planning staff recommends that the 2-story buildings and access to Royal Palm Road remain part of the final site design, believing that the two-story homes provide for more family-sized housing options and that access to Royal Palm Road will provide for better site circulation that will reduce the demand on the front entrance . Architectural design changes include a new wall and gate design with stone and steel accents, as well as a more transparent view fence design, an enhanced monument sign design, and decorative "The Havenly Superstition"Case P-21-73-PZ November 23,2021 Planning and Zoning Commission Staff Report 6 stamped asphalt at the main entry. Ash trees have been replaced with alternate tree species at the request of neighbors . These changes are shown in the 10/29/21 Updated Landscape Plan (Exhibit #2) , the 10/28/21 Updated Site Plan (Exhibit #3) , and the 11/5/21 Updated Havenly Superstition Design Package (Exhibit #4) . Traffic Impact Analysis Update: The applicant hired the traffic engineering firm CivTech Inc . to perform a Traffic Impact Analysis of the current and proposed traffic situation for both vehicles and horses . This study was conducted in mid-October and conducted in conformance with the Arizona Department of Transportation Traffic Engineering Guidelines and Processes . This report has been attached as Exhibit #5 "Traffic Impact Analysis . " The Traffic Impact Analysis (TIA) was conducted based on the single-entrance via Superstition Boulevard site design with the objective to determine if the surrounding streets are adequate to accommodate the increased traffic that would result from the proposed development, and to analyze if additional street improvements or traffic control devices were necessary, according to established standards . Analysis and traffic counts for nearby intersection were conducted and are reported for the most intense traffic periods of the day. The Traffic Impact Analysis concludes with the findings that the existing street infrastructure meets the ADOT engineering standards for acceptable levels of service and that the proposed development will not have any notable conflict with the surrounding area. An eastbound right-turn deceleration lane was not found to be necessary, but was recommended, and the applicant has always proposed to include it. A left-turn deceleration lane in the middle of Superstition Boulevard was determined to not be warranted or recommended at this time, based on ADOT criteria. Based on the TIA report findings for equestrian traffic, no conflict is anticipated with the horse trails, however the applicant has proposed to introduce a crosswalk across Superstition Boulevard anyway to address neighborhood concerns . "The Havenly Superstition"Case P-21-73-PZ November 23,2021 Planning and Zoning Commission Staff Report 7 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 Planning staff is supportive of the proposed project due to the high-quality of the building elevations, community amenities, overall site design, and contributions made to the surrounding neighborhood. However, staff does recommend that the two story homes and the resident ingress/egress driveway on Royal Palm Road remain a part of the site design. Staff 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 November 23,2021 Planning and Zoning Commission Staff Report 8 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 : STANDARD CONDITIONS 1) The development shall reflect substantial compliance and consistency with the city' s Zoning Ordinance and the Planned Development presented with the site plan dated 7/22/21 in 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, including two ingress/egress access points and inclusion of two-story units . 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) The developer' s engineer shall meet the civil engineering improvement plans and document requirements, as outlined in the previously provided pre-application "The Havenly Superstition"Case P-21-73-PZ November 23,2021 Planning and Zoning Commission Staff Report 9 review comments dated 5/13/21 (P-21-39-PDR) and in accordance with the city' s approved engineering standards that are in effect at the time of plan submittal . 4) 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. 5) 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 A 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 west 25 feet of the property shall be dedicated as public right-of-way for N. Colt Road. 4 The east 40 feet of the property shall be dedicated as public right-of-way for N. Royal Palm Road. 6) The proposed development will not be age-restricted. 7) 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. 8) Any major deviation or proposed changes from the original plans associated with this case will require a major PD amendment. PROJECT-SPECIFIC CONDITIONS 9) A paseo or trail path connecting this development and the greater neighborhood to the emerging downtown developments planned to the west of this property shall be provided within the open space located along the south 10 feet of the property. "The Havenly Superstition"Case P-21-73-PZ November 23,2021 Planning and Zoning Commission Staff Report 10 10) The minimum front setback and the minimum rear setback for main structures be reduced from 20 feet to 10 feet . 11) 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 n.-Id ZAlt-4 Prepared by nicholas Leftwich Associate Planner Attachments : 11/23/21 Update Attachements: Exhibit #1 - E-mail Communications regarding Updates Exhibit #2 - 10/29/21 Updated Landscape Plan Exhibit #3 - 10/28/21 Updated Site Plan Exhibit #4 - 11/5/21 Updated Havenly Superstition Design Package Exhibit #5 - Traffic Impact Analysis Exhibit #6 - 9/28/21 P&Z Commission Meeting Minutes 9/28/21 Staff Report Attachments: Exhibit #7 - 7/26/21 Project Narrative Exhibit #8 - 7/22/21 Preliminary Site Plan Exhibit #9 - 9/22/21 Neighborhood Zoning Aerial Exhibit #10 - 7/22/21 Preliminary Landscape Plan Exhibit #11 - 7/15/21 Elevations and Floor Plans Exhibit #12 - Final Participation Report Exhibit #13 - 5/13/21 Pre-Application Review Comments (P-21-39-PDR) "The Havenly Superstition"Case P-21-73-PZ November 23,2021 Planning and Zoning Commission Staff Report 11 11U6/2021 ma ' [External] UM������ ���'�~^f� ��� ��� ��rl����'�'�ln /~—^`�`~ ' '~'� ~~ r~-~~�~~~ Exhibits ' ^~ Keystones Superstition �~^'~~ (_hrisQWnde|t <[hUnJe|t@ Oe6(}[OesaZ0o[A> VVed11/1O/2O21 3:13PK4 |nbox nzNichoas Leftwich ^nleftwich@apachejuncdonazgov`; ccBRay«Dbcattnmeys.com <BRay@bcottomeyn.com^; Hey Nicholas, See attached updated exhibits for our next P and Zmeeting. The items included in the link are: bttos�/ � ��O�j1�3���w��w�2w�V�a d = Nevv�i�e plan (with nu2stnriesand eliminated �nen1nance • New landscape set • New Architecture based on site plan changes w Traffic study Summary of all the work we have done and how we have responded the concerns brought to our attention w How does Keystone fit into the rural nature of the community? o We have updated our site plan, landscape designs and therningto embrace the rural and equestrian community • Added decorative elements on our theme wall for Superstition and Royal Palm Rd. • Added O' to 10' Mufti Use Trail in addition to the standard sidewalk • Added split rail fence along Royal Palm and Superstition for appeal and function tw benefit the neighbors as they drive by and as they use the multi-use trail • Added a hitching post et the corner mf Royal Palm and Superstition • Changed our view fence iron tmhave a more elevated and transparent design • Maintained some full height view fence along Royal Palm where the fronts of our homes face Royal Palm to maintain the character of a neighborhood and not just a wall off community * See updated rendering mf the street scene along Royal Palm Rd. • Enhanced the main entry with some decorative stamped asphalt • Updated the monument signed to match the new and improved character and therning of the community • Enhanced the vehicle gates to play off the theme wall and decorative ironwork • We eliminated the Ash Trees from the planting list as we heard that they were problematic for horses • Keystone has proposed a location for a crosswalk at Royal Palm and Superstition to help people and horses cross Superstition into State Land (This was discussed with Emile Schmid who approved it concept if everyone feels like it would be the right solution ). Would need to continue to work through the details of how and what the crosswalk is if it is desired by the neighbors • See new street sections illustrating the after condition of Royal Palm and Superstition Rd. o What has Keystone done to preserve views of neighbors that were concerned about this development blocking their views? cl We have eliminated all 2 stories across the site as per the attached site plan xupn:8wobmoi1.ajoity.not/owa/#pat»=/mai|/soanc» 1/2 11/16/2021 Mail-nleftwich@apachejunctionaz.gov o We have maintained the additional 10' landscape buffer/future trail on the south side of the property(was not required but we felt like it benefit the neighbors) ® Maintained a very open and attractive theme wall maintaining a more pervious exterior instead a blank and boring wall There was a lot of discussion regarding traffic and based on existing conditions and what impact this development would have on the community ® See attached TIA that reviewed our updated site plan with the change in entrances/exits o Performed vehicle and equestrian traffic around the development o Keystone eliminated the secondary resident entrance/exit onto Royal Palm road and converted it to a fire department crash gate.The crash gate is solid to eliminate headlights from cars shinning into neighbors properties As you go through the files free to reach out if you have any questions.We are planning to meet with the neighbors regarding these changes right away. If anything comes up from our discussions with the neighbors that would impact these exhibits we will reach out. Thanks for reaching out and sorry for not noticing that these files did not leave my mailbox on Monday. Thanks Chris Hundelt Director of Development and BFR Communities Keystone Homes 7550 E. McDonald Dr, Suite G Scottsdale,AZ 85250 Cell: (602)999-7471 ROC#: 060147 or, KEYSTONE .6.4 . hftps://webmail.ajcity.net/owa/#path=/mail/search 2/2 11U7/2021 ma ' [External] 3 — LANDSCAPE SET.yJf Chris HWnJe|f <ckUnde|f@ nehO0Oes8z.c00O> Tue11/2/2021 l:BPM nzEmi| Uremovich ^EUremovich@gothidandsopezom>; ccNicho|asLeftwich ^n|eftwich&yapachejuncdnnazgov^; Brennan Ray ^BRay@bcaUomeys.com>; � 2 attachments O5 K4E8 3 LANDSCAPE SETpdtO51017'EXH'Sec1ions.pdt Emil, After our p&Zmeeting and some meetings with the neighbors we were tasked to complete a traffic study to assess vehicle and equestrian traffic at and around our site.The traffic study is underway and will be completed by end of this week to go along with our resubnnitta|. In preparation of next hearing and after listening to the neighbors vve did make some positive changes that we are hoping will be well received by the neighbors and staff. Below is what we implemented that we would like to run by you for some quick feedback as we are ready to resubmit this by this Friday 11/5. m VVe eliminated the resident only entrance/exit atthe South/East Corner of the property. Our traffic engineer already provided input that this change would beok. o We have kept the gates there for fire department crash gate but landscape in front ofitall the wall to the ROW • Added aQ'tu1O' equestrian trail along Superstition outside of the new sidewalk along with some split rail fence between the trail and sidewalk m Added a 8'to 10' equestrian trail along Royal Palm outside of the new sidewalk along with some split rail fence between the trail and sidewalk In addition to the landscape plan attached I have include the street sections from our Civil engineer depicting the before and after on Superstition (east and west of our main entrance) and Royal Palm. We will be ready submit this to staff by the end of this week but wanted to see if you saw anything that would not work or if this would be acceptable to proceed with. Feel free to give me a call if you have any questions or need clarification on anything. Thanks, ChrisHunde|t 602-999-7471 xupn:8wobmoi1.ajoity.not/owa/#pat»=/mai|/soancx 1/1 50'PROP. R.O.W. (TYP.) — 40*WATERLINE ESMT. EAST SUPERSTITION BOULEVARD CROSS RAIL FENCE(TYP.) 331XISTING R.O.W. (rYP.) Proposed Crosswalk 10 M.U.T.(TYP.) CONCEPTUAL PLANT PALETTE ......... MONUMENT, qy'p�)' .................. ............ HITCHING TREf�,�',BQX MIN. POST (TYP.) MULGA(ACACIA ANEURA) NOTE:TREE SYMBOLS SHOWN ARE MEANT TO -R AL AND DEPICT DIVERSITY Of PLANT MAT( I ACACIA(ACACIA SPECIES) LOCATIONS ONLY, TREE SYMBOLS MAY BE ANY DESERT WILLOW(CI-111OPSIS SPECIES) Of THE, TREES LISTED WITHIN THE PALETTE AND Of ELM TREE(ULMUS SPECIES) WILL BE DETERMINED AT THE TIME IMPROVEMENT PLANS ONCE THE SITE PLAN P, TEXAS EBONY(EBENOPS1 S cot ANO) CROSS RAIL AND LANDSCAPE DESIGNS ARE,FINAL. PALO VERDE(PARKINSONIA SPECIES) FENCE (TYP.) PISTACHE SPEIES "g, SAGUARO CACTUS SPECIES HERITAGE LIVE OAK(QUVRCUS VIRGINIANA�HFRITAG[") PEDESTRIAN 4 Lj GATE(TYP) MESQPITE TREE(PROSOPIS SPECIES) t; C) MEDITERRANEAN rAN PALM(CHAMAEROPS SPECIES) U""Afi �CIES) i ---row DATE PALM(PHOENIX SPF SHRUBS - 5 GAL, MIN. SOUGAINVILLEA(BOUGAINVILLEA SPECIES) A RUSSELLIA(RUSSELLIA SPECIES) DESERT BIRD OF PARADISE (CAESAWINIA SPECIES) FAIRY DUSTFR(CAL LIANDRA SPECIES) BRITTLESUSH(ENCELIA FARINOSA) Z 3 tom.u.'r.(Typ.) A OUTBACK CASSIA(CASSIA SPECIES) POOL EMU BUSH(EREMOPHILA SPECIES) TEXAS SAGE(LEUCOPHYLLUM SPECIES) SAIA RUE L LIA(RUE LLIA PENINSULAR 00 no SALVIA(SALVIA SPECIES) uj YELLOW BELLS(TECOMA SPECIES) AP ACCENT PLANTS- 5 GAL. MIN. 51L)EWALK(TYP.) ......... AGAVE(AGAVE SPECIES) TYP ALOE(ALOE SPECIES) DESERT SPOON(DASYLIRION WHEELEP.1) CACTUS SPECIES HESPERALOE SPECIES OCOTILLO(T0U(ZUIfR1A SPLENDENS) PEDESTRIAN PRICKLY P&NR(OPUNTIA SPECIES) GATE (TYP.) MUHLENBERGIA(MU14LENBERGIA SPECIES) BOUTELOUA(BOUTELOUA SPECIES) "'L NOLINA(NOLINA SPECIES) LADYS SLIPPER(PEDILANTHUS�MCROCARPIJS) z YUCCA(YUCCA SPECIES) GROUNDCOVER -3 GAL. MIN. uj LANTANA(LANTANA SPECICS) IRENE ROSENV\RY(ROSMARINUS SPECIES) g ACACIA(ACACIA SSPrCIES) z VVEOCLIA(Wf DEDA SPECIES) < - NT DECOMPOSED GRA I E 2"DEPTH MIN.COLOR AND SIZE:TO BE DETERMINED 2**DEPTH MIN,COLOR AND SIZE:TO BE DETERMINED ATPRIVATE YARDS ARTIFICIAL TURF. COLOR:TOBE DETERMINED �MIDIRON'HYBRID BERMUDA SOD(OR HYDROSEED VAR, BLACKJACK) TURF z A, VICINITY MAP DEVELOPER KEYSTONE HOMES < PEDESTRIAN AM 7550 E.MCDONAlD DR. SUITE G GATE (Tw) z g"" SCOTTSDALE,ARIZONA 85250 SITE E, SUPERSTIT10 (602)499-0710 BLVD. CONTACT: CHRIS HUNDE'LT n chundelt@Aquonehomesn.com ce LANDSCAPE ARCHITECT )GI CROSS MIL -ENCE (TYP) PARK- MCGOUGHADAM ON 535 E.MCKELLIPS RD,SUITE 131 0 MESA,ARIZONA 85203 10'LANDSCAPE z (602)997-9093 SETBACK CONTACT. NICK ADAMSON n �j nickaCa?mg-az.com GAPLAGE UN 30* PO.W, 11,(Typ.) COVE,RED PARKING FIRE DEP. CRASH GATE "'Afl PEDESTRIAN NOTES. OPEN SPACE (TYP.) GATE (TYP.) 1. DUE TO PLANT MATERIAL AVAILABILITY,SUBSTITUTIONS FOR PLANT MATERIAL LISTED ABOVE MAY 7L. BE USED, ANY ALTERNATES OR SUBSTITUTIONS MUSTBE ON THE ADWR LOW WATER USE PLANT LIST. 25'DEDICATION SETBACK 2.SUB-SPLCIES OR HYBRIDS OF PLANT MNTERIAL LISTED ABOVE MAY BE USED AS ly LANDSCAPE SETBACK CROSS RAIL ALI ERNATES/SUBSTITU TIONS. 'Xlt FENCE (TYP.) 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. 10'LANDSCAPE SETBACK PRIVATE YARD(TYP) MCGOUGH ADAMSON SCALE.- 1 11=50 1-0 It NORTH T ' ' E '"" AVENLY S 'U' * PERSTITION PRELIMINARY LANDSCAPE PLAN APACHE JUNCTION, ARIZONA 0' 25' 50' 100' 150' OCTOBER 29TH, 2021 EAST SUPERSTITION BOULEVARD WALL PLAN LEGEND 6 HT, PRIMARY THEME WALL.DETAILBELOW. rr 6' HT�SOLID DECORATIVE WALL.DETAIL 'B* BELOW, S,. r,t HT. ill DETAIL . » v a.. E L >HI II I PROJECT car f«« THE n COLUMNS s t � s x if Lra. PEDESTRIAN GATE(TYP.) PROJECTENTRANCE/SIGN MONUMENT PEDESTRIAN AC " SS GATE Y { ' LJ •dry �`4 r V R Y gg s a l d a , S f ,:a s, F1 p yy ..I'X'I*(IN) y STEEL qq : PAINTED ` : }} MN �, : j#N P�p gg } ic"k Ig (.:g8 v gg { A .. HORIZONTAL wuuvxrcrc.�mrw ,. .. .�' $ r ASHLAR DRY STACKED POOL . f, 4E Of(CAANCASItt III OWN Y q <Y ry p Lhajc= 8 5.. OR h t. '13 �`t 7-1 MAX r, HrL ', # sa< 3 s F { _4H rrr„. try ` PRIMARY THEME WALL m t } PEDESTRIAN y GATE x: �" ).. ,}...:.. a .. m ,:.:.« �>,<.. # yy t A f r IIORI/ rt.t w r « s - rCORO$ a «�- b40 r7l : d r� t= a < -0C. »« f X u� Y{ r Li 15114 GRAIN, ce r< O� SOLID DECORATIVE WALL ce ILL Y,tY n f it. s tt ..... s s r f, x t t s{ S LOCK nraw.� f h I f � n�f LOCKs« . ,' .x�fix«? « 2- „ J ».,t, 7. a � 2. t J J ID 4 11DESTRIAN Pm Ll t war g i q r. z "" q a r: N' 3 h ..v» 'r, 'd tea. „» f'{ t �. s �wwww.«waww, wwrti�a:awtwwaa t, « t.S MAX r, VICINITY MAP DOG ae DEVELOPER E a : , PAR a. Y S .u.. « r FULL VIEW FENCE g{ »»f 2 KEYSTONE HOMES 7550 E.MCDONALD D .SUITE SITE SCOTTSDALE,ARIZONA 852SO _�j LAA,, FIRE DEPT. CRASH G,ATE 12'±O.C� E. SUPERSTITION r ce m«mnwwaaur : �.« �.mawanwmwxxSrvmw«.' : ,tt: ': r yPEDESTRIAN G www ::.+mw ,aw. wxx warm.a«n +#xr' «an vwgv wwn.+ww am Y m.. $: >.., . ...,r f. tE LANDSCAPE ARCHITECT t a W t � aw Y:,J Y a ", t E t t »rt { f { MAX { r i' s ' 1 �' h �, MESA, .m ,,r $ ,: Y , FINIS14GRAD( CONTACT: NICK ADAMSON r<»•rSr,,r< .<„ fat, , 7 o : : , fjul , ; t s h : r OD BUILDER WALL m x, 4 : TL.11 Tu , Tul Tu s { : roTl_j MCGOUGH NORTH ' ADAMSON * E '"' * AVENLY S * * PERSTITION TH u SCALE 1 =50 -0 P PRELIMINARY L PLAN h,a31 APACHE f JUNCTION. I Y $ s_ Ai ENC .......... Wile, ......"'i ............... ....... A'a, TRELLIS RAAAADA SlIDEWALK(TY "Alk" gg" .......... 1�"'........�gii' POOL LOUNGERS FULL VIEW FENCE wg Mrs= ....... POOL All I'm POOL SENCH ARTIFICIAL TURF POOL 'gg"q ARAGE(TYP.) POOL AMENITY ------ ------- - --- " i........... ................... . ..... POOL AMENITY ------ Ew SIDEWALK(TYP.,) fy, NI, 6"BENCH BENCH ............. H I �S'4ill PAS CE TYPICAL COURTY D MCGOUGH ff 1-0 It NORTH ADAMSON SCALE 1 =1 0 T '[' l" E 'l 'lAVEkNLY SUPERSTITION AMENITY ENLARGEMENTS o' 5, 10, 20' 30 APACHE JUNCTION, ARIZONA I a I OCTOBER 29TH, 2021 it ,gl VI HORIZONTAL ASHLAR PATTERN,DRY STACKED BELGIAN CASTLE STONE,COLOR: BROOKESIDE BY "0 CORONADO STONE (TYP.) X 10" (IN) RECTANGULAR BEAM 9f PAINTED SHERWIN WILLIAMS'CAVIAR' (SW6990) % 8**X8**Xl6*'STACKED CMU BLOCK. PAINTED SHERWIN WILLIAMS 'CURIO GRAY' (SWO024) 1 108, V 't, tv� yi, :o g q,p ENTRANCE MONUMENT .................... ............... .......... ............ .......................... ........... ............. ........................... ....... ......................... .......................... SELF LATCHING,KEY IN/KEY OUT 1/2-" Sq. TUBE STEEL RAIL (TYP.) LOCK AND DOOR HANDLE/KNOB 2"SQ TUBE STEEL FRAME, (TYP.) 2"X 2"(IN)STEEL TUBE. PAINTED SHERWIN 2" X 2"(IN)WIRE MESH PAINTED SHERWIN I SQ.TUBE STEEL FRAME (TYP,) WILLIAMS'CAVIAW(SW6990) WILLIAMS'CAVIAR' (SW6990) SELF CLOSING GATE HINGES .......... .......... A ...... III iiiiiiiiiiii 111 11 I'll IN 111 111 111 . . . . . . . . . . . --------- ..... EXTERIOR PEDESTRIAN ACCESS GATEWAY SCALE: 1/2#I = 1 1-0 to w4jr - 2"X I W(IN) RECTANGULAR BEAM X 1"(IN)SQUARE TUBE.PAINTED SHERWIN PAINTED SHERWIN WILLIAMS 'CAVIAR' (SW6990) WILLIAMS'CAVIAR! (SW6990) 2"X 8-(IN) RECTANGULAR BEAM 2"X 8-(IN)RECTANGULAR BEAM 2%8" 12' PAINTED SHERWIN WILLIAMS'CAVIAR'(SW6990) PAINTED SHERWIN WILLIAMS'CAVIAR'(SW6990) 2 6' VEHICULAR ENTRY GATE SCALE 1/2 0 — 1 t-0 11 MCGOUGH ADAMSON 1 '11E HAVENL * LY S " " PERSTIT10 "L T u N PRELIMINARY MONUMENT & GATE DETAILS Land ------- a ffrkl,atio ,n APACHE JUNCTION, ARIZONA OCTOBER 29TH,, 2021 1"X 1" (IN)STEEL TUBE. PAINTED SHERWIN 2-X 2" (IN)WIRE MESH PAINTED SHERWIN HORIZONTAL ASHLAR PATTERN, DRY STACKED 8"X8"X16"STACKED CMU BLOCK. WILLIAMS'CAVIAR'(SW6990) WILLIAMS'CAVIAR'(SW6990) BELGIAN CASTLE STONE,COLOR: BROOKESIDE BY PAINTED SHERWIN WILLIAMS'CURIO CORONADO STONE (TYP.) GRAY (SW0024) THEME WALL & PARTIAL VIEW FENCE SCALE: 1/2" 1 '41 MINOR 8"X 8-(IN) HSS STEEL POST,CAPPED &GRINDED SMOOTH PAINTED (SW6990) SHERWIN WILLIAMS 4CAVIAR 15" (IN) ROUND STEEL FENCE RAIL WELDED HORSE SHOE,GRINDED SMOOTH PAINTED SHERWIN WILLIAMS'CAVIAR'(SW6990) PAINTED SHERWIN WILLIAMS'CAVIAR'(SW6990) V 8* 8"X 8" (IN) HSS STEEL POST, CAPPED &GRINDED SMOOTH PAINTED SHERWIN WILL IAMS'CAVIAR' (SW6990) 8" OR 777 51 PLAN VIEW STEEL POST IN CONCRETE FOOTING (TYP.) STEEL POST IN CONCRETL FOOTING (TYR) SPLIT RAIL FENCE HITCHING POST SCALE: 1/2 1 o SCALE.- 1/2 1 0 PLACED BACK TO BACK AND FASTENED ON ALL 4 CORNERS LOCKING BAR 3/4 DIA HOLE MIN HORIZONTAL ASHLAR PATTERN,DR' BELGIAN CASTLE STONE,COLOR: BR( WELD MODIFIED L-BARCKET TO GATE FRAME CORONADO STONE(TYP.) (LOCKING ASSEMBLY SW:BEST BRONZE) Yz-GROUND LOCKING P NS FIRE DEPT.ACCESS SIGN W.WHITE 3M DIAMOND G"DE 0 SECONDARY VEHICULAR GATE SCALE: 1/2 is 1 1-0 11 MCGOUGH ADAMSON * E HAVENLY SUPERSTIT1066 ' T " N PRELIMINARY WALL & HARDSCAPE DETAILS L ol n d I MIN APACHE JUNCTION, ARIZONA OCTOBER 29TH, 2021 R++ e t <, r, ' t '• �,, i n rl. .At r` t� 1 „ r � >rr t ry � rt e p I a t, t, s. �i , h v } "t c., � � t tt r F a w r_. t Y b $ 2 1 � � �: ce 3 a 3 r- f t tL... . tr t 3 �+ 4 t rn i, t f n: i" x 1 b r : u t y Y { , y m £C 4 f 9' Gil = 6 i t e 1 , : n + (IN) HSS STEEL POST,CAPPED i PAINTED j¢ tr , S I WILLIAMS C I r r . 7 ,f E..z. i y } t 3 r � r t f t d } ) { Y „ 1 F r t x e { v ( t a r t s 5 { f. t n 2 9 t. r t u=t, r4 l 1 + ! t [ Y< x yi- t rw .r,i. e. r $ r s rc t�k t< t n a s £� r n I r r,t ,a : } rt o t 1} roHe Y b r I , t .: i r} , t i a 1• t i Y I " I(.r v V 4 t M:(�� I , ...r <. �..... , £ �yfir... t r C t �n r ex s � is a �i M 4 s r � t ,t { r� t a t 3 ,t ,� n, r � 4a... i t t � X t f � t r r si .. ..: 4 ..EdY. r t ,t,..aF t X Y^t} t, t wn ,ft r, t n r ,<.tt t} 7 , t 4� , , t, X n 4 « r .:e , t , n w VARIES :.. + x w :VARIES : a .. w MUT WALK 33* ff R.O.W.. 10 $WATERLINE ESMT PROPOSEDSY R.O.W. SCALESUPERSTITION BOULEVARD CROSS ELEVATION n� k . k +Y; r t rya a rt t+rr+ T r s n t t + i z a r f s r s Wit., a 4 4 &, } U ..,E t W�! i k.� + Y r S t Y r �e 4,+n+t u9 I� s r I' fl d zrr vq STEEL a POST, CAPPED 4 6*PROPERtu. SHERWIN&GRINDED SMOOTH PAINTED i., : I : {r t`+ t }it # 1 s. t t 33 t fi 2 }}{ at t.- r.. tr i , wW Y t t, f r t �nr a r f � 4 l r,7 r < u d,rl 2 : t 3 t t S t t Y r r t „ w t, r r , t f }d> � X �Yt h. , > kn t nnJ1140 ,. Y N 5 r, e t r u, , e ,t n u, t." Y <tw u _.,. s w, a ,r i s s w , 8= n �, v r.. a r t r as 1 ! rt kr rot+ i Y u, k" 4 t p Y 4 r d i r.. as , i. LK W h � t r r ! sttm n.. t t t e r, a • t s d. k 4 h r a P a t [ r t , a t m b r d F r a w r I £ s 1 p s, n# Y A r ; ut n,.4 Vi 'may+ , 1 t n } VARIES . , .< ti t to•: ar r t4T ,o, 't tr kkr r,k t x tots t#, r " r: -: SIDEWALK 16 ROYAL PALM LANE CROSS ELEVATION 40'R.O.w. SCALE: 1/2 011 + — CGOUGH ADAMSON . <;.. { " " E HAVEN6� " LY S ' ' PERSTITION Tri kJ 1011'1(kca „ �Am, hitc,(, 1,; PRELIMINARY STREET CROSS ELEVATIONS f: APACHE JUNCTION, ARIZONA w > ) +, 7a=as�3nr � �4. 2021: 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 72 = 144 2 Bedrooms : 72 (43.4%) Total Homes Gross Site Area : ± 14.77 Acres 2.0 Spaces / 3BR x 25 = 50 3 Bedrooms :.............25_____(_I__5._l o Plan 1 (722 SF I BR/ I BA) : 40 (24. 1 %) Gross Density : ± 1 1 .24 Homes per Acre _____------ -------------------- --------____ ------------- -------- ____ ---------------------------------------- ...Z)_ Total Required = 297.5 Total : 166 Plan 2 (804 SF/ I BR/ I BA) : 29 ( 17.5%) Plan 3 ( 1 ,072 SF/2BR2BA) : 51 (30.7%) Net Site Area : ± 12.84 Acres Parking Provided: Plan 4 ( 1 ,095 SF/2BR/2BA) : 9 (5.4%) Net Density : ± 12.93 Homes per Acre Garage Spaces = 12 Total Rentable Plan 5 ( 1 , 145 SF/2BR/2BA) : 12 (7.2%) *Note: Net site area excludes 50' Superstition Blvd. Carport Spaces = 154 Square Footage : ± 161 ,613 SF Plan__6----(__l__,2_46____SF/_3__BR/2BA)--------------:___25------(---I---5-.---I--%)- ROW, 40' Royal Palm Road ROW, 25' Colt Road ROW, Uncovered Spaces = 132 Total : 166 and I O' landscape buffers on all sides Total Provided = 298 Overall Parking Ratio = 1 .8: 1 ,F----�N�",T""�-,�ll",--7q,w,�,-"7-------,��, _--,F,-­W-W-7W,v1QJjT,q -7 ---,,---w "' -t ­umr' ""',­p , �",ng,"gp, w­­',"Ti, "I"11,11111 " 11 `�1 1111,� ......�V,4%,I","",""�"""""'�-,v ­1 I........... -_ 1-1 ------- - -, "I I �61, .. 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I'll,I I 1111, "I ,, ,,�,,,�,,", , m� , I " \q'r lq�,"­ , , a ,'�, , ­� si"i� k�j , "I 1`11", "'11111 I if � � , ", , I I", I 11, A >11, ,11 ", 11 " , 1-111,111 , ----. __ I�',I I I!1 4, �"�_" _"i wiL.,-,,, lq_'a __-----,--, _1 _________________ "�­,L 'a , I 0, ,,, 11 ... 111"'D , 1101,1410 1§111 , i '44 "111 ""," I , """"""""' """"""'' "I" I = 40' , , , �' , ,"'i"""""""" """' I h0i"""", ,,�, 10"! , '11,li"i""'i"""',"""""""", I 111­1 `111 11"­1111111 "I I "I'll", ,, , lig ,,,,,"i� ,�, ,Ili,I 1111" 11111111111111111,111111111",I'll, "'Ill \" , , ,'11, 11"I'll I,- 11 I 11 I ,I ---.---. - ____­11_._,NL, ­___L____.__, Q,__._.____.____­­ , __ h _11111 1111i��, I 1, -------.-----.--�---�-..---------- " a '_ "I' �,,�'ll,�l , - _,lif "" ", ,,�,,, 11 ,,,,,,,"', , ,��` L & & _',',,�,,�, ,�""I��,,��""I""'"',"",�� 'I" j#, *0", , 'O, 4,1*11 1 ", 11#11 III 1\ " *1 4 I ,I' ' % ", ,, 1i I I./ , ,, N!", , I I I L* ,.�% " 4, 01,111% ?# i - - --' _.� - 11&­' i'' 1 144 - -----'--- ----]IiiL��--�----.----.----,-.---- , ___ 11 ,- _�11 " ------I'M -,-----�,-"----�--��-----��"---�--- _________.._-A -------------------------------------------------- 0 *,ItO ,,,,,, ,,,,,, t ,,i� ,ii ii, ,,,, _____ - ---A , " A ___.._._______ _,1'�'11'11_1'1E11_,__` Bassenian I Lagoni INFORMATIONAL SITE PLAN 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 1 0 . 28 . 2 1 __----------________--------_____-----------��������������������������������������������. --------_________________________--------------------------------------�-------�--------�---------------------------_____________________________ -.-----.---- --------------- " , ''I I'll " �` , , "' "I I , 11ii, >11 "I"I'll" 1� I 1,15,1111,11 " ".i, ", ;'."', 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 77:11 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 _ Ph, Zhk A ................ lo V 1117 ....................... BassenianlLagoni No RO YAL PALM RD . STREET SCENE ARCHITECTURE - PLANNING - INTERIORS Copytht 2019 Bassenian I Lagoni Architeds THE HAV" ENLY SUPERSTITION 1 1 . 05 . 2 1 Apache junction Arizona 33 1 . 2 1070 KEYSTONE H 0 M E S --- --........... N �,,O .......... P .......... F,; Y� A �ii, j, .. .............. A I I A, f ... ....... ,I N"; .......... jj Bassenianlagoni E . S (I.IPERSTITION BLVD . ENTRY ARCHITECTURE - PLANNING - INTERIORS Copyright 2019 Bmsenian I Lapni Architeds T H' E 11" A V E N L Y S U P E R S T I T 10 N 1 1 . 05 . 2 1 Apache junction Arizona 33 1 . 2 1070 KEY TONE H 0 M E S --- --........... of . ....... ......... f fF ,tO ............. qq�," ............. 114g; "'Olt t f- 101 ::'71!9 e IT't, 4w, 0,1 otf:'If """,;...... .... T,'Afl,, "K It: "N' 14, ......... AL AL 11 BassenianlLagoni E . S PE RSTITI 0 N BLVD & IN . ROYAL PALM RD . ARCHITECTURE - PLANNING - INTERIORS Copytht 2019 Bassenian I LaWni Architeds * " AVE N LY T H E S ' ' PERST IT I ON 1 1 . 05 . 2 1 Apache junction Arizona 33 1 . 2 1070 KEYSTONE H 0 M E S --- --........... E B C A D G ............. ...... . ............................................... ............... ............ ......... At "Y", P�i'jv� 0. Uj LU "W" Poll' 4J +1 #Now. V, 00 ell, 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 33:12 33:12 ROOF PLAN A PITCH: 4:12 U.N�O RAKE: TIGHT EAVE: I r ROOF MATERIAL: CONCRETE "S" TILE .......... .......... RIGHT Bassenian I Lagoni PLAN I ARCHITECTURE -- PLANNING - INTERIORS Contemporary Spanish Elevation Copyyight 2019 Bassentan I Lagon!Awchiteds ri N" L Y S " " PERSTITION 1 1 . 05 . 21 THE ' ' AVE "L U Apache j unction Arizona 0 2 4 8 KEY T NE 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 --3-050--S.H ---3-05-0--S.H Vi AC REF. —---------- -4 Ln D.W. --------------- DINING 10'-1" CLG. 0 10 GREAT L 010 ROOM M! x 12 10 KITCHEN 10'-1" CLG. 10'-1" CLG. ............. C�4 rV00 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 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. PLAN I A PORCH 118 SQ. FT. Bassenian I Lagom Reflects Spanish 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 1 1 . 05 . 21 Apache j unction Arizo n a 0 2 4 8 KEYST NE 3 3 1 . 2 1070 H 0 M E S A D E C F 8 .................. . ..... ...... ........................................................... ............................. .................... ........................ .... ........ ......................... ''fit G RAW' ............ ............ Lu IM LLJ gr "i A? 11, Uj "J" *0 al kv 10 +1 1w co REAR FRONT 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 NM, 4ic LEFT - - - - --- -- -- --- --- -- -------- ------- - ROOF PLAN C PITCH: 4:12 RAKE: NIA EAVE: 12" ROOF MATERIAL., CONCRETE FLAT TILE .................................. RIGHT Bassenian I Lagoni PL AAN I Modern Prairie Elevation ARCHITECTURE -- PLANNING - INTERIORS Copy0ght 2019 Bassenion I Laqft Architeds T " E H 'A' VENLY Su" ' PERSTITION 1 1 . 05 . 21 Apache junction Arizona 0 2 4 8 KEY T NE 33 1 . 2 1070 H 0 M E S 35'-8 1 /2" V 291-511 61-011 ;0 3050 S.H. 80 80 SL. GL. DR. 30 5 0 S.H 3 0 50 S.H------ AC REF. Vi D.W. DINING 1E I I -1 9'-1 C LG. COD a, 010 GREAT L LJ] 010 ROOM KI I'CHEN 194 X120 9'—1 CLG. P 9'-1 CLG. 9'—1 G. C) Ln 0 CN ar- LL 48 6" >' 7 -j BA Ln Cn 91-11, C MASTER (D LG. 9'—1 CLG. Ln BEDROOM 130 X114 9'—1" CLG. D. W. 1630 S.H. 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 1 1 . 05 . 21 Apache j unction Ari zo n a 0 2 4 8 KEY T NE 3 3 1 . 2 1070 H 0 M E S (E) .......................................................................... ......... 10 4J +4 00 REAR FRONT A MATERIAL LEGEND A. CONCRETE *$' 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 'Ak"'t, lu i U1111,11,11 "AM 41 '71 LEFT 3,5.12 ---------------------- 3.5�12 ROOF PLAN PITCH: 4:12 U�N�O RAKE: TIGHT 12" EAVE. ROOF MATERIAL: CONCRETE "S" TILE RIGHT Bassenian I Lagoni PL Ak N I DUPLEX ARCHITECTURE - PLANNING - INTERIORS Contemporary Spanish Elevation a A CopyNht 2019 Sasserfian I Lagoni ArChdWs T H E H 'A V E N L Y S lu" P E R S T I T 10 N 1 1 . 05 . 21 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 Ln D.W. DINING El 10' 1" CLG 010 010 � GREAT � 01 10 00 � ROOM I I 10'-1" CLG. 10'-1" CLG. M! X 12 10 KITCHEN Ln C�4 rV00 PANTRY LL 4,L� 48 6" R BA. MASTER -I" CLG. 9'-1 CLG. BEDROOM Ln 130 X114 9'-1 CLG W. 1630 S.H. 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. PLAN I A DUPLEX PORCH 118 SQ. FT. Bassenian I Lagom Reflects Spanish Elevation NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION ARCHITECTURE - PLANNING - INTERIORS I 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 1 1 . 05 . 21 Apache junction Arizona 0 2 4 8 KEY T NE 3 3 1 . 2 1070 H 0 M E S _N1 ID (E) (C) �F , ....................... ......... ................................ A, ........................ <::> +1 00 k gl 77,77T REAR FRONT C M",-,A T� E_R__,1_A,_L_L_E G,�E N"P_ A. CONCRETE FLAT TILE B� STUCCO C. STUCCO OVER FOAM TRIM 0. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS oini Z M5 111i LEFT ------- -------- -------- ------------- ....... ........ . ................ - ------ ------ -- ---- --- - --- ROOF PLAN C PITCH: 4:12 RAKE: 12" EAVE: 12" ROOF MATERIAL: CONCRETE FLAT TILE .......... ........................ RIGHT Bassenian I Lagoni P L A N I D U P L E X Modern Prairie Elevation ARCHITECTURE -- PLANNING - INTERIORS Copyyight 2019 Basseman I Lagoni ArchdWs ri A V E N L Y S P E R S T I T 10 N T E 1 1 . 05 . 21 Apache junction Arizona 0 2 4 8 KEY T NE C:����11 33 1 . 2 1070 H 0 M E S 711-711 61-3 1 /211 291-611 291-611 6'-3 1 /2" AC 3050 S.H. 8080 SL. GL. DR. 3050 S.H. 3050 S.H. -- --------- ---------------—---- --—--------- -47i-------------------------- REF. D.W. --Jr DINING 9'-1 C LG. 01 10 10 GREAT 0 : 01 Id ------------ 10 10 � ROOM ........... 194 x1210 KI I"CHEN 9'-1 C LG. P R 9'-1 C LG. 91-1., CLG. C) Ln reo t 7TPANT Y ILL 48 6" ------------------ 11 C*G. MASTER -1 L 9'-1 C LG. BEDROOM V) Ln 130 x114 C1 19'-1 CLG. Ln D. W. 1630 S.H. IL ------------- 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 - INTERIOR$ 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 1 1 . 05 . 2 1 Apache j unction Ari zo n a 0 2 4 8 KEYSTONE 33 1 . 2 1070 .......... H 0 M E S B E C F D G Ar p 04 +1 4J n, T 00 L REAR FRONT 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 A*% G. WINDOW H. AWNING ROOF LEFT --- --- --------------- ROOF PLAN A PITCH: 4:12 RAKE: TIGHT EAVE: 12" ROOF MATERIAL: CONCRETE "S" TILE Jli� ..................... .... ........ RIGHT Bassenian I Lagoni PLAN 2 ARCHITECTURE -- PLANNING - INTERIORS Contemporary Spanish Elevation CoWight 2019 Bassentan I Lagon!Awchiteds 106w I I 'HAVENLY S " " PERSTITION 1 1 . 05 . 21 E U Apache junction Arizona 0 4 KEY T NE 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:� C1 1 00 ------------- -------------- z C�4 GREAT 9.- ROOM I" CLG. Ln D.1 13 1 X 12 C14- 10'-1" CLG. 7t AC 00 BA. --------------------------- 9'-1 C LG. LL: r*4 60" 36" C'4 P H 10, LG. ,EmEmEmEma ----------------------- 3050 S.H. 3050 S.H. FRONT PLAN 2A TARGET: 800 SQ. FT. I BEDROOMS / I BATHS FLOOR AREA TABLE TOTAL LIVING 804 SQ. FT. PLAN 2A PORCH 41 SQ. FT. Bassenian I Lagom Ref I ects Co nte m porary Spanish 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 1 1 . 05 . 21 Apache j unction Arizo n a 0 2 4 8 KEY T NE 3 3 1 . 2 1070 H 0 M E S ............ ................ ...... ..................... ..... ... ......... 77 '�7 ,77 7777777 1A R, "e"; +1 'N 7 77,77 ,75, REAR FRONT 1/4"=1*-0" MATERIAL LEGEND_ A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM 0. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS LEFT --- --- ------------- L ----- ROOF PLAN C PITCH: 4:12 RAKE: 12" EAVE: 12" ROOF MATERIAL: CONCRETE FLAT TILE NO, 'W, RIGHT & S Bassenian I Lagoni PLAN 2 Modern Prairie Elevation ARCHITECTURE -- PLANNING - INTERIORS CoWight 2019 Basseman I Lagoni ArchiWis " " ENLY U THE mAV S " * PERSTITION 1 1 . 05 . 21 Apache junction Arizona 0 2 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S V 361-019 1212 FAUX 1212 FAUX WDW. WDW. 0 0-[-------- 0 0 Fi I MASTER KITCHEN BEDROOM 9'-1 C LG. 132 X120 DINING Ln 9'-1 CLG. Ln 9'-1 CLG. 0 Ln D.W. 00 a 4 00 Lj Lj Lj C%4 GREAT -T: Vi 9'-1 CLG. ROOM Co D. Ln 13 1 X 12 3 74 9'-1 CLG. AC BA. ------------- 9'-1 CLG. rq 60" 36" P H ------------- 2040 S.H. 114"......I...... 3050 S.H. 3050 S.H. 3050 S.H. gar 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 1 1 . 05 . 2 1 Apache j unction Ari zo n a 0 2 4 8 KEY T NE 3 3 1 . 2 1070 ...................-, H 0 M E S (D . .......................... . .......... - ------------ ......... 77, q,' .0 +1 4-J WE 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 Ak G. WINDOW M-TT--- H. AWNING ROOF .............. gA 01 ------------- ......... ........... ------------------ ------- RIGHT -------------------------------- ROOF PLAN A PITCH: 4:12 RAKE: TIGHT EAVE: 12" in j, 9 LEFT PLAN 3 Bassenian I Lagom Contemporary Spanish Elevation ARCHITECTURE -- PLANNING - INTERIORS CoWight 2019 Bassentan I Lagon!fthdftls TH" E NAVENLY SUPERSTITION 1 1 . 05 . 21 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. ---------------------------------- ---------------------------------- -----4M,7 --- M, 7� 777=7 2�r C4 MASTER CD Ln a U BEDROOM DINING Ln F 11 9 "( 124 >---------- 10'-1" CLG. 10'-1" CLG. BEDROOM 2 114 X100 z 10'-1" CLG. 0 r-10 Vi GREAT ILL- Ll EN C1 ROOM 19 2 X 15 9 10'-1" CLG. r*-4 BA. 2 101-1" CLG ------------ -------------------------------- 4------4 ----- 60"x 32" D.W. I I I I I t -f MASTER REF. (A 1212 F.G. BATH 10'-1" CLG. KITCHEN 10'-1" CLG. 0 1 CLG. 6 6" L------------- -------------- IR H- -------------------------------------------------- 12112 FAUX 1212 FAUX WDW. WDW. PLAN 3A TARGET: 1 ,050 SQ. FT. 2 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 19072 SQ. FT. PLAN 3A PORCH 68 SQ. FT. Bassenian I Lagom Ref I ects Co nte m porary Spanish 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 1 1 . 05 . 21 Apache j unction Arizo n a 0 2 4 8 KEY T NE 3 3 1 . 2 1070 H 0 M E S ........"' ', -------------------------- ......... ............ ....... +1 *NOW 4, 00 -0 REAR FRONT C 1/,4"=1*-0" MATERIAL LEGEND_ A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM 0. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS ---------- .................... ------ .. .............. .............................................. .......... ....... . . .................... -11-......... RIGHT -- --------- ROOF PLAN C PITCH: 4:12 RAKE: 12" EAVE: 12" ROOF MATERIAL: FLAT CONCRETE TILE 'Aff ......... LEFT Bassenian I Lagoni PLAN 3 Modern Prairie Elevation ARCHITECTURE -- PLANNING - INTERIORS Copyright 2019 Bassenian I Lagmi Architeds E U T m HAVENLY S * * PERSTITION 1 1 . 05 . 21 Apache junction Arizona 0 2 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S 41-611 431-511 AC 5050 SL. 5050 SL. 8080 SL. GL. DR. (3) 1212 F.G. ------------------------- > I i -i L ---------------------------- ----------------- --------------------------------------- ---- --------------------- ---------- rq cn Ln MASTER BEDROOM DINING Ln >----------- 10'-1" CLG. 11 9 ", 12 4 BEDROOM 2 9-1 f LG. V I ( � I 11 X 102 z >-------------- 10'-1" CLG. 0 vi GREAT U— CD V CD Nq ROOM 19-Z X152 10'-1" CLG. 9'-1 CLG. BA. 2 U. N rl ri 10'-1" CLG. It D�j r 91-1. C- t----t ---------- ------ 60" 32" D.W. i�tl MASTER REF. t--7 1212 F.G. BATH 4 9'-1 C LG. KITCHEN 10'-1" CLG. 6 1 L-------------- 0 0 ------- 101-11 C . 00 1212 FAUX 1 212 FAUX WDW. WDW. PLAN 3C TARGET: 1 ,050 SQ. FT. 2 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 19072 SQ. FT. PLAN 3C PORCH 30 SQ. FT. Bassenian I Lagom Ref lects Modern Prai rie Elevation NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION ARCHITECTURE - PLANNING - INTERIORS Copyright 2019 Bassenian Lagoni Architects T H E H A V E N L Y S U P E R S T I T 10 N 1 1 . 05 . 2 1 g h T E ite o R c I ts 0 n as Apache j unction Arizo na W,,, 777 0 2 4 8 ---I KEYSTONE 3 3 1 . 2 1070 ........................ �jw tj j 133 V sqp, "'AIN 01, "A "M41,1"1 +1 fY ...... 00 -0 ........... 4LI 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 R'' "................ 13 LEFT .......................... ....................... ROOF PLAN I'S ME E RAKE: TIGHT EAVE: 12" ROOF MATERIAL: CONCRETE "S' TILE RIGHT & I Bassenian I Lagoni PLAN 4 ARCHITECTURE -- PLANNING - INTERIORS Contemporary Spanish Elevation Copyyight 2019 Bassentan I Lagon!Architeds It It THE HAVENLY St'j" PERSTITION 1 1 . 05 . 21 Apache junction Arizona 0 2 4 8 KEY T NE 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 ' Ln EDROOM DINING 112 X121 10'-1" CLG. 010 BEDROOM 2 E 0'-1" CLG. III X100 10'-1" CLG. D.W D.W. LINEN 1110 00 BA. 2 U_ BA. 2 u- LG(:::Ifl 101-11, C I 0,_I" c LG(.� ---T D�j W�j 4------44------ 60"x 32" ------ 60,, 32" GREAT MASTER LA ROOM 121 G. G. BATH 152 X15-� 10'-1" CLG. 10'-1" CLG. Co Ln Ln H PO H CD CD m I m 7j L I --------------------------------------- 6 6" ------------- ---- ------------- --------------------------- 1212 F.G. 1212 F.G. MOT - ---------------------------- 3050 S.H. 3050 S.H. SIDE ENTRY FRONT ATPORCH PLAN 4A TARGET: 1 ,050 SQ. FT. 2 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 1 p095 SQ. FT. # PLAN 4A PORCH 124 SQ. FT. Bassenian I Lagom Ref I ects Co nte m porary Spanish 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 1 1 . 05 . 2 1 Apache j unction Arizo n a 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 H 0 M E S I F, I': j i �11'111",',',b��"A", 1A q, 00 +1 C> OD R11"111"'I"I"'I", mx, li,!", 4j REAR FRONT C 1/4"=1*-0" MATERIAL LEGEND_ A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM 0. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS I'm LEFT ------------------------ ROOF PLAN C PITCH: 4:12 RAKE: 12" EAVE: 12" ROOF MATERIAL: CONCRETE FLAT TILE RIGHT Bassenian I Lagoni P L A N 4 Modern Prairie Elevation ARCHITECTURE -- PLANNING - INTERIORS Copyrjgbt 2019 Basseman I L<Vmni ArchiWis T H E H A V E N L Y S U P E R S T I T 10 N 1 1 . 05 . 21 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------- Apache junction Arizona 0 2- 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S 41-6" 431-511 J* -------------------------------------------------------------------------- AC 5050 SL. 8080 SL. GL. DR. ----------------------------i (3) 1212 F.G. PANTRY REF 7=1 KITCHEN 10'-1" CLG. MASTER EDROOM � 01 Ln DINING 10 11 112 X 12�1 10'-1" CLG. 010 BEDROOM 2 9'-1 CLG. 4 x 100 10'-1" CLG. Vi D.W. E 00 9'-1 CLG. El C%4 F El ............................................. BA* 2 I 0,_I CLG(� w D ------------ -4-------14------1-- 60"x 32" GREAT Vi MASTER 177 ROOM 121 G. BATH — 152 X15-� N 9'-1 C LG. ��Jj 10'-1" CLG. Vi C) ----------------------------------------- 60 6" ------------------------------ -�Ii I�,V� � 1212 F.G. 4- 2650 S.H. 2650 S.H. ' ' 2650 S.H. ' FRONT PLAN 4C TARGET: 1 ,050 SQ. FT. 2 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 19095 SQ. FT. PLAN 4C PORCH 100 SQ. FT. Bassenian I Lagonj Ref lects Modern Prai rie 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 1 1 . 05 . 2 1 Apache j unction Ari zo n a 0 2 4 8 KEYST NE 3 3 1 . 2 1070 H 0 M E S G C E S D 'A lit, wa)" V�6 4w ow -H Av, 00 -0 4W 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 --- - -- --- ------- ------- - ---- ROOF PLAN A PITCH: 4:12 RAKE: TIGHT EAVE: 12" ROOF MATERIAL: CONCRETE 'S' TILE ................. RIGHT Bassenian I Lagoni PLAN 5 ARCHITECTURE -- PLANNING - INTERIORS Contemporary Spanish Elevation Coppght:W19 Basseniam I UVOni ArchftoOs HE A V E N L Y S %aPERSTITION 1 1 . 05 . 21 Apache junction Arizona 0 2 4 8 KEYSTONE cl-=���� 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 ----------------------------------------------------------------------------------------------------:i- V) 12-9 X 122 Ln C1 10'-1" CLG. Ln MASTER BEDROOM 3 r 10�1 y 102 BATH 10'-1" --LG. 10'-1" CLG. 8080 SL. GL. DR, NO Vi LL: I- 7--t W-*- 11 T11ml -11 DINING X jx4jx J1 1I z .............. 131 X12�! 0 Lf) BA. 2 10'-1" CLG. rn 113� 0'-1" CLG. V) CD 1-4 Co r14 0 0 60"x 32" BEDROOM 2\\\ 100 X102 LA Ln 10'-1" CLG. GREAT Co Ln DW CD ROOM Ln L U� I I LU 140 X174 >---------------- KITCHEN 10'-1" CLG. 10'-1" CLG. ----------- --------- 0 0 00 ---------------------------------------- ---------------------------- 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. PLAN 5A PORCH 112 SQ. FT. Bassenian I Lagom Ref I ects Co nte m porary Spanish 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 1 1 . 05 . 2 1 Apache j unction Arizo n a 0 2 4 8 KEY T NE 3 1 . 2 1070 H 0 M E S 0 8 ............... .......... wow ........................... REAR FRONT C MATERIAL LEGEND_ A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM 0. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS ME, I i Mi i ............. -----------I ---- --- - LEFT gem%, -- -------------- ---------- ROOF PLAN C PITCH: 4:12 i ON EAVE: 12" ROOF MATERIAL: CONCRETE FLAT TILE ........... RIGHT Bassenian I Lagoni PLAN Z) Modern Prairie Elevation ARCHITECTURE -- PLANNING - INTERIORS CoWight 2019 Bassenian I Lagmi Architeds T H E 'HAVENLY SUPERSTITION 1 1 . 05 . 21 Apache junction , Arizona 0 2 4 8 33 1 . 2 1070 KEYSTONE H 0 M E S 41-611 441-011 11-611 V �* -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 2040 S.H. 2040 S.H. AC 60 6" 5050 SL. MASTER BEDROOM ----------------------------------------------------------------------------------------------------- r4 -j 12-9 X 12 2 Co Ln Co 10'-1" CLG. Ln MASTER BEDROOM 3 102 102 BATH 10'-1" LG. 10'-1" CLG. 8080 SL. GL. DR. Ln em, 0 U- t r" C14 DINING b z 134 X128 7 0 D. Ln BA. 10'-] rn 93� U- 0'-1" CLG. Vi Nq 60" 32" LINEN BEDROOM 2 100 X102 RC t----t GREAT Ln '-I" CL V) 10'-1" CLG. Co — �4 Ln D.W. ROOM CD Ln Li� 1 1 4 Uj 142 X 17 U� 10'-1" CLG. KITCHEN 10'-1" CLG. CD .............. 0 0 FO 00 -------------------------------------- - tow=—" 1212 FAUX 1212 FAUX 2050 S.H. WDW. WDW. PLAN 5C 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 - INTERIOR$ 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 1 1 . 05 . 2 1 Apache j unction Ari zo n a 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 .......... H 0 M E S 8 D ............... Uj LU +1 gww"( +1 4-J ........... OV�', 00 r"'I"W"'U" ",�EARVIt"", REAR FRONT 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 IN �OZ ------- ----------- --- ---- - -------------- LEFT ------- --- -- -- -- - --- -- -- ROOF PLAN A PITCH: 4:12 RAKE: TIGHT EAVE- 12* ROOF MATERIAL: CONCRETE "S" TILE )IM RIGHT AL Bassenian I Lagoni P L A N b A ARCHITECTURE - PLANNING - INTERIORS Contemporary Spanish Elevation A Cojy�ht 2019 Sumim I UON ArOfteds ri "' I& VENLY S ' " PERSTITION T E 1 1 . 05 . 21 f I 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 smumm PANTRY REF. Vi 4 r771 LA KITCHEN 9'-1 CLG. C> MASTE ININ BEDROO J 00 X100 00 9'-1" C LG. 10 112 X130 U-i 0 1 1 - I 1 0 010 .......... 9'-1 C LG. Ln J L z LU D.W. -- ---------- C) C4 MASTER LL- BATH 9'-1 C LG. LINEN BEDROOM 2 0 4---1- P:4 Ln GREAT 102 X100 60 6" AC ROOM 9'-1 C LG. 134 X126 vi 9'-1 C LG. 1212 F.G. BA. 9'-1 CL C) Ln ---------------------- .............. 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. PLAN 6A PORCH 107 SQ. FT. Bassenian I Lagom Ref I ects Co nte m porary Spanish 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 1 1 . 05 . 2 1 Apache j unction Arizo n a 0 2 4 8 KEYST NE 3 3 1 . 2 1070 H 0 M E S 8 C 0 A E F .. ............. ...... ---- ................ P1 i6i 01 011. 00 40 Aj 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 --- ---- - ------ - - ----- --- low% ROOF PLAN f".0 PITCH: 4:12 RAKE: N/A EAVE: 12" ROOF MATERIAL: CONCRETE FLAT TILE RIGHT Bassenian I Lagoni P L N 0" C Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Cojy�ht 2019 Samnim I UQoni fthftwts T H E fl" A V E N L Y S P E R S T I T 10 N 1 1 . 05 . 21 Apache junction Arizona 0 2 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S 401- 1011 6080 SL. GL. DR. 1212 F.G. 6050 SL. PANTRY REF. 4-—————— f771 Vi 0 11 , ,- 1 0 Ln 1 11 - - KITCHEN 9'-1" C LG. ................ PANTRY MASTE DINING*3 0 BEDROO -T: Vi 0— X 10-01 1 10 Co 9f d 11 C La. 0 u/ jl/�j 112 x 132 Ln 010 9'-1 CLG. 0 Ld Z LU Z D.W. Ln C1 0 /X\ rV00 MASTER BATH 9'-1 CLG. r F' ---t LINEN P R%._f7\1 I,, CLG. D. BEDROOM 2 C1 Ln GREAT 102 X100 60 6" AC 9'-1 CLG. ROOM 134 X126 1212 F.G. V) 9'--[-"-CLG. LEELLMEM BA. 9'-1 CL rn LA C1 rn ------------- r 2050 S.H. 1212 FAUX 1212 FAUX WDW. WDW. F I RST FLOOR PLAN 6XC TARGET: 1 ,300 SQ. FT. 3 BEDROOMS / 3 BATHS + LOFT FLOOR AREA TABLE TOTAL LIVING 19 146 SQ. FT. PORCH 108 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 1 1 . 05 . 2 1 Apache junction Arizona 0 2 4 8 KEYSTONE 33 1 . 2 1070 H 0 M E S Tkc Havcnl� Traffic Impact Analysis South of Superstition Boulevard and West of North Royal Palm Road Apache ]unction, Arizona November 2021 Project No. 21-1630 Prepared For: Keystone Homes 7550 E. McDonald Drive, Suite G Scottsdale, AZ 86250 For Submittal to: City of Apache Junction Prepared By: CivTech 10605 North Hayden Road Suite 140 Scottsdale, Arizona 85260 480-659-4250 -------------- THE HAVENLY TRAFFIC IMPACT ANALYSIS South of Superstition Boulevard and west of North Royal Palm Road m Apache 3unctionr Arizona Prepared for: Keystone Homes 7550 E McDonald Drive, Suite G Scottsdale, Arizona 85250 For Submittal to: City of Apache]unction Prepared Ely: C*IvTech Inc. 35879 10605 North Hayden Road DAWN D. Suite 140 CARTIER 000� Scottsdale, Arizona 85260 "f/1 Office: (480) 659-4250 Fax, (480) 659-0566 November 2021 QvTech Project No,21-1630 The Havenly—Apache ]unction, AZ Traffic Impact Analysis TABLE OF CONTENTS EXECUTIVE SUMMARY..............................................................................................1 INTRODUCTION.......................................................................................................3 StudyRequirements ...............................................................................................3 StudyArea...........................................................................................................3 HorizonYears........................................................................................................3 EXISTING CONDITIONS............................................................................................5 LandUse.............................................................................................................5 Surrounding Land Use.............................................................................................5 RoadwayNetwork..................................................................................................5 Intersection Configuration........................................................................................6 TrafficVolumes .....................................................................................................7 CapacityAnalysis................................................................................................. 10 PROPOSED DEVELOPMENT......................................................................................12 SiteLocation....................................................................................................... 12 SiteAccess......................................................................................................... 12 Horse Crossing Discussion...................................................................................... 12 TripGeneration................................................................................................... 14 Vehicle Trip Distribution And Assignment................................................................... 15 FutureBackground Traffic...................................................................................... 18 TotalTraffic........................................................................................................ 18 TRAFFIC AND IMPROVEMENT ANALYSIS..................................................................21 Turn Lane Warranting And Queue Length Analysis....................................................... 22 CONCLUSIONS.......................................................................................................25 LISTOF REFERENCES .............................................................................................27 TECHNICAL APPENDICES........................................................................................28 ee�— (�O.= Cl*vTech i November2021 The Havenly—Apache ]unction, AZ Traffic Impact Analysis LIST OF TABLES Table 1— Level of Service Criteria for Controlled Intersections.............................10 Table 2— Existing Peak Hour Levels of Service....................................................11 Table3—Trip Generation...................................................................................14 Table4— Site Trip Distribution...........................................................................15 Table5— Peak Hour Levels of Service.................................................................21 Table6—Queue Storage Lengths.......................................................................23 LIST OF FIGURES FigureI —Vicinity Map ........................................................................................4 Figure 2— Existing Lane Configurations and Stop Controls.....................................8 Figure3 — Existing Peak Hour Traffic Volumes.......................................................9 Figure4 — Site Plan and Access..........................................................................13 Figure 5 —Trip Distribution ................................................................................16 Figure 6 — Site Generated Traffic Volumes...........................................................17 Figure 7 — 2023 Background Traffic Volumes.......................................................19 Figure 8 — 2023 Total Traffic Volumes.................................................................20 Figure 9 — Proposed Lane Configurations and Traffic Control................................24 k C-IvTech November 2021 The Havenly—Apache ]unction, AZ Traffic Impact Analysis EXECUTIVE SUMMARY The Keystone Homes Havenly development plans to develop 166 single-family homes located south of Superstition Boulevard, west of Royal Palm Road and east of Colt Road in the City of Apache ]unction, Arizona.Access to the site will be provided by one access points located along Superstition Boulevard;a second emergency-only access will be located along Royal Palm Road. CivTech, Inc. has been retained by Keystone Homes to perform the traffic impact analysis (TIA) for the proposed development.The purpose of this assessment is to address the traffic and transportation impacts of the proposed development on the surrounding streets and intersections. The following conclusions and recommendations have been documented in this study: GENERAL The proposed development is anticipated to generate 1,658 weekday daily trips with 123 trips occurring during the AM peak hour(31 in/92 out)and 165 trips occurring during the PM peak hour(104 in/61 out). ExiSTING • The results of the existing conditions analysis indicate that all study intersections operate with acceptable levels of service(LOS D or better). • Horse Crossing Data was collected at Royal Palm Road and Superstition Boulevard during the typical weekday AM and PM peak hours as well as a full 24-hours on Saturday October 23, 2021. 0 The data revealed that during a typical weekday, only about 3 horses crossed during the AM peak hour, no horses were counted during the PM peak hourand 4 horses were counted during the Saturday 24-hour period. This volume of horse crossings is very low and combined with the low through volumes currently present along Superstition Boulevard, very few conflicts are anticipated to occur between horses and passenger vehicles. OPENING YEAR 2023 • The anticipated horse use by full buildout of the development is anticipated to be low, such as the existing data suggests. The horses should not conflict with passenger vehicles; however, safe ridership options may be explored if conflicts arise in the future. • The results of the Synchro analysis indicate that all study intersections operate with overall acceptable levels of service(LOS D or better)with the exception of the following. 0 The intersection of Idaho Road and Apache Trail is anticipated to experience some delay on the eastbound approach during both the AM and PM peak hours. This delay is due to the protected phasing of the left turn approach and very few vehicles executing CivTech 1 November2021 The Havenly—Apache ]unction, AZ Traffic Impact Analysis a left turning movement. If more vehicles were to use this approach, due to the actuated nature of the signal, it is likely that the level of service would improve. Additionally, propersignal timing was notacquired from the City of ApacheJunction in time for this report and analysis, so a standard 100-second cycle length was used for both signalized intersections and splits were optimized to provide a best-case scenario. QUEUESTORAGE • The City of Apache]unction defers to ADOT design criteria, which means that ADOT TGP245 turn lane warrants will be utilized to determine the need for right turn deceleration lanes at both driveways. Based on the criteria, due to the low through volumes on both Superstition Boulevard, a right turn deceleration lane is not warranted at the site driveway. The addition of a right turn lane, however,will be beneficial to the development as the surrounding area becomes more developed and traffic volumes along Superstition Boulevard increase. • ADOT also presents criteria for left turn deceleration lanes in TGP 245 turn lane warrants Based on the criteria, a minimum of 12 left turning vehicles at the driveway would warrant the need for a left turn deceleration lane. Since the anticipated traffic patterns predict more right turning vehicles at the driveway, fewer than 12 left turning vehicles are expected at this location. A left turn deceleration lane at Access A is not warranted or recommended at this time. • The proposed AccessAwill be located on Superstition Boulevard,which is classified as a Rural Minor Arterial Roadway. Per City of Apache ]unction Development Land Code, Chapter 10 Engineering Design Guidelines and Policies, a right turn lane located on an arterial roadway should be built at a minimum of 150 feet. 0 At Access A, a 150-foot eastbound right turn lane is recommended. C Ii V T e C h 2 November2021 The Havenly—Apache ]unction, AZ Traffic Impact Analysis INTRODUCTION The Keystone Homes Havenly development plans to develop 166 single-family homes located south of Superstition Boulevard, west of Royal Palm Road and east of Colt Road in the City of Apache ]unction, Arizona. Access to the site will be provided by one access points located along Superstition Boulevard;a second emergency-only access will be located along Royal Palm Road. The vicinity of the site is provided in Figure 1. CivTech, Inc. has been retained by Keystone Homes to perform the traffic impact analysis (TIA) for the proposed development.The purpose of this assessment is to address the traffic and transportation impacts of the proposed development on the surrounding streets and intersections. STUDY REQUIREMENTS This study analyzes the traffic impact due to the proposed complex on the surrounding street network. The study has been prepared in conformance with the Arizona Department of Transportation Trafir- Engineering Guidelines and Processes,Section 240.The specif ic o bjectives of the study a re: • To determine whether the planned street system in the vicinity of the site is adequate to accommodatethe increased traffic that results from the proposed development. • To recommend additional street improvements or traffic control devices, where necessary, W mitigate the additional site-generated traffic; and, STUDY AREA The study area has been defined as including the following intersections: • Idaho Rd &Superstition Blvd 0 Apache Tr& Superstition Blvd • Royal Palm Rd &Superstition Blvd 0 Cactus Rd & Superstition Blvd • Idaho Rd &ApacheTr 0 Royal Palm Rd &Scenic St • Royal Palm Rd &Junction St HORIZON YEARS This study has been co nducted to conf orm to Arizona Departmentof Transportation Traffic Engineering Guidelines andProcesses, Section240.The proposed development is anticipated to generate less than 500 trips during the highest peak hour, which warrants a Category I TIA. A Category I TIA analyzes the opening yearof the development; it is assumed the build out yearfor this development is 2023. The study intersections and the site accesses will be analyzed for the AM and PM peak hours W determine the recommended intersection lane configuration, intersection stop control, turn lane storage requirements, and roadway typical sections forthe development. C*IvTech 3 November2021 ........... PINAL T COUNT""11,"' -0-0-4ft- NORTH Superstition Blvd. 4� 0 e SITE Scenic St. E CC Ln 0 Z) -C 4- 0 U cc Junction St. Figure h Vicinity Map 112 HER= CivTech The Havenly—Apache ]unction, AZ Traffic Impact Analysis EXISTING CONDITIONS LAND USE The existing land is currently a vacant lot. SURROUNDING LAND USE Directly surrounding the site is residential homes, vacant land, and the Superstition Mobile Village. East of the site across SR-88 is the Apache Junction MVD,the Superstition Community Food Bank,d-e Superstition Fire, and Medical District Administration Office. Northeast of the site is the Apache Junction Police Department, the City Complex Park, the Apache Junction Municipal Junction, the Apache Junction Multi-Generational Center (MGC) and the Apache Junction Parks & Recreation. Southeast of the site is the Old West Marketplace.Freeways surrounding the site within five and a half miles include the State Route(SR-88), South Mountain Freeway(Loop 202), and US 60 to the south. ROADwAYNETWORK The existing roadway network within the study area includes Royal Palm Road, Superstition Boulevard, Junction Street, and Scenic Street. The roadway classifications were obtained from the City of Apache Junction Street Classification Map. Superstition Boulevard is an east-west two-lane urban minor collector street with one lane of travel in each direction. The roadway begins to the west of the Meridian Road and University Drive intersection in Apache Junction travelling westerly before converting into Prospectors Road. Superstition Road provides access to the SR-88, US-60, and Loop 202. The posted speed limit is 35 miles per hour(mph)within the vicinity of the site. Apache Trail is a northeast-southwesttwo-lane urban principal arterial roadway north of Superstition Boulevard. Between Superstition Boulevard and Idaho Road,Apache Trail consists of two lanes in each direction of travel with a center two-way-left-turn lane (TWLTL).Once Apache Trail intersects with Old West Highway, it transitions to an east-west urban principal arterial with three lanes in each direction of travel separated by a 65-foot un-landscaped median. Apache Trail begins at Signal Butte Road, west of which it is referred to as Main Street, continues east to Old West Highway where is shifts north and continues as State Route 88 to the Roosevelt Dam in Tonto National Forest. Within the vicinity of the site, the posted speed limit is 40 mph. Idaho Road is a north-south roadway within the vicinity of the site. North of Lost Dutchman Boulevard, Idaho Road is classified as an urban collector and consists of one lane in each direction of travel. Between Lost Dutchman Boulevard and Apache Trail, Idaho Road is classified as an urban minor arterial and consists of one lane in each direction of travel separated by a center TWLTL; between Superstition Boulevard and Apache Trail there are two lanes in each direction of travel with a center TWLTL.South of Apache Trail, Idaho Road is classified as an urban principal arterial with two lanes in each direction of travel with a center TWLTL. Idaho Road begins at the intersection with McDowell Boulevard and continues south until terminating at the intersection with Baseline Avenue. Idaho Road provides access to the US 60 as well as Old West Highway. Within the vicinity of the site, the posted speed limit is 45 mph. C*1 v T e c h 5 November2021 The Havenly—Apache ]unction, AZ Traffic Impact Analysis Royal Palm Road is a north-south unstripped urban collector street with room for one lane of travel in each direction. The roadway begins south of Superstition Road traveling southerly converting into Broadway Avenue. The posted speed limit is 30 mph within the vicinity of the site. Junction Street is an east-west two-lane local road with one lane in each direction of travel. The roadway begins to the west at Idaho Road and terminates at Goldfield Road. 3unction Road provides access to SR-88The posted speed limit is 30 mph within the vicinity of the site. Scenic Street is an east-west two-lane local road with one lane in each direction of travel. The roadway begins to the west of Idaho Road travelling westerly and terminates at Goldfield Road. The posted speed limit is 35 mph within the vicinity of the site. INTERSECTION CONFIGURATION The intersection of Idaho Road and Superstition Boulevard operates as a four-legged signalized intersection with permissive-protected phasing on all approaches. The northbound, eastbound and westbound approaches all consist of a dedicated left turn lane, one through lane and one shared through/right turn lane. The southbound approach consists of one dedicated left turn lane and one shared through/right turn lane. There are pedestrian crosswalks acrossall legs of the intersection. The intersection of Apache Trail and Superstition Boulevard operates as a four-legged roundabout with yield control on all four approaches. The northbound and southbound approaches each consist of one shared left turn/through lane and one shared through/right turn lane. The eastbound and westbound approaches each consist of a single shared left turn/through/right turn lane. At the north and south legs of the roundabout,there is one circulating lane, and at the east and west legs of the roundabout there are two circulating lanes with the outer lane dropping before approaching the next leg. The intersection of Royal Palm Road and Superstition Boulevard operates as a "'T"intersection with stop controls on the northbound approach. The northbound approach consistsof one shared left turn/right turn lane. The eastbound approach consists of one shared through/right turn lane. The westbound approach consistsof one shared left turn/through lane. The intersection of Cactus Road and Superstition Boulevard operatesas a"T" intersection with stop controls on the northbound approach. The northbound approach consists of one shared left turn/right turn lane. The eastbound approach consists of one shared through/right turn lane. The westbound approach consists of one shared left turn/through lane. The intersection of Idaho Road and Apache Trail operates as a four-legged signalized intersection with permissive only phasing on the northbound and southbound approaches and protected only phasing on the eastbound and westbound approaches. The northbound approach consists of one dedicated leftturn lane,one through lane, one shared through/right turn lane and one dedicated right turn lane. The southbound approach consists of one dedicated left turn lane, one through lane and one shared through/right turn lane. The eastbound and westbound approaches each consist of one dedicated left turn lane, two through lanes and one free-flow right turn lane. There are pedestrian crosswalks across all legs of the intersection. (,�O.... CivTech 6 November2021 i�� The Havenly—Apache ]unction, AZ Traffic Impact Analysis The intersection of Royal Palm Road and Scenic Street operates as a four-legged intersection with stop controls on the northbound and southbound approaches. All four approaches consist of a single shared left turn, through and right turn lane. The intersection of Royal Palm Road and Junction Street operates as a four-legged intersection with stop controls on the northbound and southbound approaches. All four approaches consist of a single shared left turn, through and right turn lane. The existing intersection lane configurations and traffic control is illustrated in Figure 2. TRAFFICVOLUMES CivTech engaged Field Data Services of Arizona, Inc. to record traffic volumes at seven (7) study intersections within the project vicinity. Peak hour volume turning movement counts were performed from 7:00-9:00 AM and 4:00-6:00 PM on Tuesday, October 12, 2021. Peak hour turning movement counts were conducted at the following study intersections: • Idaho Rd &Superstition Blvd 0 Apache Tr& Superstition Blvd • Royal Palm Rd &Superstition Blvd 0 Cactus Rd & Superstition Blvd • Idaho Rd &ApacheTr 0 Royal Palm Rd &Scenic St • Royal Palm Rd Uunction St Horse data was also collected at all of the listed study intersections at the request of the city due to the presence of a horseback riding trail on the north side of Superstition Boulevard and a horse crossing located at Royal Palm Road. The existing traffic volumes observed for this study are presented in Figure 3 for the weekday AM and PM peak hours.Traffic volume data obtained forthis study have been included in Appendix B. C*IvTech 7 November2021 All All Idaho Rd&Superstition Blvd Apache 11 T I r&S I u I pers I tit I ion Blvd Royal Palm Rd&Superstition Blvd Cactus Rd&Superstition Blvd 0-00i LEGEND NORTH Thru orTurning Movement Two-Way LeftTurn-Lane Raised Median Bike Lane Free Flow Right-Turn Lane Traffic Signal Speed Limit Stop Sign Idaho Rd&Apache Tr Royal Palm Rd&Scenic St Royal Palm Rd&Junction St Superstition Blvd. 0 C\,e SITE Scenic St. -6 E 0 0 U ----------),. Junction St. Figure 2.- Existing Lane Configurations and Traffic Controls CivTech Idaho Rd&Superstition Blvd Apach Tr&Superstition Blvd Royal Palm Rd&Superstition Blvd Cactus Rd&buperstftion Blvd NORTH LEGEND XX(XX) AM(PM)Peak Hour Traffic Volumes J I i J Idaho Rd&Apache Tr Royal Palm Rd&Scenic St Superstition Blvd. 0 SITE ' Scenic St. -6 E 0 RoyalPa[mRd Uunction St U 0 --------------- --------- Junction St. Figure 3.- Existing Traffic Volumes CivTech The Havenly—Apache ]unction, AZ Traffic Impact Analysis CAPACITY ANALYSIS Peak hour capacity analyses have been conducted for the study intersections based on existing intersection configurations and traffic volumes. All intersections have been analyzed using the methodologies presented in the Hi qhway CapacityManual(HCM),Updated 2016, SpecialReport2O9, and using Synchro software,version 11.0 under the HCM 6 th edition (2016) methodology. The concept of level of service(LOS) uses qualitative measures that characterize operational conditions within the traffic stream. The individual levels of service are described by factors that include speed, travel time, freedom to maneuver, traffic interruptions, and comfort and convenience. Six levels of service are defined for each type of facility for which analysis procedures are available.They are given letter designations A through F,with LOS A representing the best operating conditions and LOS F the worst. Each level of service represents a range of operating conditions. Levels of service for intersections are defined within ranges of average control delay per vehicle,the number of seconds a vehicle can expect to wait due to the presence of a traffic control device. Table 1 lists the level of service criteria for signalized and unsignalized intersections, respectively. Table 1— Level of Service Criteria for Controlled Intersections A :5 10 :5 10 .............. ................ .................... B > 10-20 > 10-15 ............ ................. ............................................- ............................. .................... ........... c > 20-35 > 15-25 ....................................................................................................................... ........................................................................................ D >35-55 > 25-35 ...........­­­­.......... ........... .......................... ...................... E > 55-80 > 35-50 ............................................................... ...................................­­­­­..: ................................................................................ F > 80(or v/c > 1) > 50(or v/c> 1 Source:Exhibit519-8,20-2,21-8,and 22-8,Highway Capacity Manual,r&ltion(2016) Synchro 11.0 software calculates the LOS per the HCM 6 1h edition(2016) methodology.The 6 1h edition HCM documents the signalized LOS calculation methodology which takes into account lane geometry, traffic volumes and cycle length/phasing to compute LOS. Synchro analysis worksheets report individual movement delay/LOS and overall delay/LOS for signalized intersections; unsignalized intersection worksheets report the worst-case delay/LOS and the average overall intersection delay. Results of the existing level of service analyses are shown in Table 2 for both AM and PM peak hours. The existing conditions analysis worksheets have been included in Appendix C. C*IvTech 10 November 2021 The Havenly—Apache ]unction, AZ Traffic Impact Analysis Table 2— Existing Peak Hour Levels of Service I . . ISM NB A (A) SB A (B) 1 Idaho Road &Superstition Boulevard Signal EB D (D) WB D (D) Overall C (C) NB A(A) SB A(A) 2 Apache Trail &Superstition Boulevard Roundabout EB A (A) WB A (A) Overall A(A) 3 Royal Palm Road &Superstition Boulevard 1-way stop NB Shared A (B) (NB) WB Left A (A) 4 Cactus Road &Superstition Boulevard 1-way stop NB Shared A (A) (NB) WB Left A(A) NB A (A) SB A (A) 5 Idaho Road &Apache Trail Signal EB D (D) WB D (D) Overall B (B) NB Shared A (A) 6 Royal Palm Road &Scenic Street 2-way stop SB Shared A (A) (NB/SB) EB Left A(A) WB Left A(A) NB Shared A (A) 7 Royal Palm Road Munction Street 2-way stop SB Shared A (A) (NB/SB) EB Left A (A) WB Left A (A) The results of the existing conditions analysis summarized in Table 2 indicate that all study intersections operate with acceptable levels of service(LOS D or better). C*IvTech 11 November 2021 The Havenly—Apache ]unction, AZ Traffic Impact Analysis PROPOSED DEVELOPMENT SITE LOCATION Keystone Homes Havenly development will consist of 166 single-family dwelling units. The development will be located south of Superstition Boulevard, east of Colt Road, west of Royal Palm Road and north of Scenic Street in the City of Apache]unction, Arizona. SITE AcCESS There is a total of two (2) proposed access points. • AccessA — will be located along Superstition Boulevard approximately 370 feet west of Royal Palm Road. This will be a full movement access and the developer will provide a dedicated eastbound right turn lane into the development.This will be a gated entry and is the primary access to the development. • AccessB— will be located along Royal Palm Road approximately 820 feet south of Superstition Boulevard. This will be an emergency-only access and will not be available for use by residents o r guests of the co m m unity. HORSE CROSSING DiscUSSION Horse Crossing Data was collected at Royal Palm Road and Superstition Boulevard during the typical weekday AM and PM peak hours as well as a full 24-hours on Saturday October 23, 2021. The data revealed that during a typical weekday, only about 3 horses crossed during the AM peak hour, no horses were counted during the PM peak hour and 4 horses were counted during the Saturday 24- hour period. This volume of horse crossings is very low and combined with the low through volumes currently present along Superstition Boulevard, very few conflicts are anticipated to occur between horses and passenger vehicles. The proposed development site plans are provided in Figure 4. e��_ CivTech 12 November 2021 ........... P Gated Entry WARMUMM", ry ,, ,�, M NA BAN W- 'K W X", f 1601 Park Node,typical 10 9 4 3 Iss T 161 154 M 8 5 2 156 1�53, T",, wx 6 1 1 15711 7 1 0 152 I........ Le M 163 164 158 j F Pool E quipment 151 Leasing Office LIS 0 M,Y" i 13 �14 7 Clubhouse V 148 147 18 17 t "Ai 146 F 1( 118 J�o Z 0 L 17 144 1 1 6,�,"1,%, �k Wk '0 % R 4� 41 116 z -139 107: 8 Central Paseo J j, [�5 111 110 108 138 26 27 103 f 1 131 8 i- I " I Pedestrian Access 10 10 13 Points to Royal Palm Road,typical 97 131 Now- 3 1 00 132 1 3 32 13, -7- 10'Horse Trail 34 [1921 130 129 R"11; 6 L771d 96 0,� Dog Park 1111N,'11111- Z:� 'A 871 127 11JI F, "f" k 0 90 91 f-1�1 126 [�37 8 38 3 Al 4 L8� 85 E�: *01 41 a� A, 42 12 U v ty d AW, Rentable Garages 43 81 80 7 7 120 121 o", 44 4 '41" "A' M ]46, ON" r IWO, q, A '4 jg 78 60 61 1 _0 57T I WTFM 53 56 62 65 59 71 R5901 74 77 I 57.b 75 52 1 58 1 6 76 —7777 77,—-7 4 -7- ,77, a AWN,, AM,,M, Figure 4.- Site Plan and Access ON % CivTech mull The Havenly—Apache ]unction, AZ Traffic Impact Analysis TRip GENERATION The potential trip generation for the proposed development was estimated utilizing the Institute of Transportation Engineers (ITE) Trip Generation Manual, 101hEdition and Trip Generation Handbook, P Edition. The ITE Trip Generation Manual contains data collected by various transportation professionals for a wide range of different land uses. The data are summarized in the report and average rates and equations have been established that correlate the relationship between an independent variable that describes the development size and generated trips for each categorized land use.The report provides information fordaily and peak hour trips. The anticipated trip generation is summarized in Table 3. Detailed trip generation calculations are provided in Appendix D. Table 3—Trip Generation !Ho me s 210 16�DU 1,658 31 92 123 104 61 1 165 Subtotaij 1,658 31 92 123 104 61 1 165 The proposed development is anticipated to generate 1,658 weekday daily trips with 123 trips occurring during the AM peak hour (31 in/92 out) and 165 trips occurring during the PM peak hour (104 in/61 out). C*IvTech 14 November 2021 The Havenly-Apache Junction, AZ Traffic Impact Analysis VEHICLE TRIP DISTRIBUTION AND ASSIGNMENT A single trip distribution pattern was assumed for the proposed development. It is expected that the proposed development will generate trips based on future employment/population within a 7-mile radius of the site. Future total employment/population within a 7-mile radius of the site, as projected by the 2030 socio-economic data compiled by the Maricopa Association of Governments (MAG), was used as a basis to estimate trip distribution. The resulting trip distribution percentages for the study area are shown in Table 4.The trip distribution calculations are included in Appendix E. Table 4— Site Trip Distribution !'1 1 i� ali 1! North on Idaho Rd (north of Superstition Blvd) 10% ............................................................................................................................................................ .................... North on Apache Tr (north of Superstition Blvd) 2% .......... East on Superstition Blvd (east of Cactus Rd) 2% ........................................................................................................................................................................................... ............................................. East on Scenic St (east of Cactus Rd) 2% .......... ............ ...... East on Junction St (east of Cactus Rd) 2% ......................................................................................................................................................................................................................................... South on Royal Palm Rd (south of Junction St) 2% .......... ........... ............... South on Idaho Rd (south of Junction St) 57% ......................................................................................................................................................................................................................................... West on Apache Tr(west of Idaho Rd) 18% ............ ..................-.1-................. ............ ---.............. West on Superstition Blvd (west of Idaho Rd) 10% Total 1000/0 Figure 5 illustrates the trip distribution percentages noted in Table 4 on the roadway network within the study area. The percentages presented in Figure 5 were applied to the site trips generated to determine the AM and PM peak hour site traffic at the intersections within the study area. Figure 6 presents the resulting site generated traffic for the proposed development. C*IvTech 15 November 2021 NORTH LEGEND 10 Trip Distribution by Percentage Superstition Blvd. 0 SITE Scenic St. E CC CC 0 76 0 cc Junction St. Figure 5.- Trip Distribution CivTech -7-7-7-7-7- -L-A Idaho Rd&Superstition Blvd Apach Tr&Superstition Blvd Royal Palm Rd&Superstition Blvd Cactus Rd&Superstition Blvd NORTH LEGEND XX(XX) AM(PM)Peak Hour Traffic Volumes Idaho Rd&Apache Tr Royal Palm Rd&Scenic St Royal Palm Rd&Junction St Superstition Blvd. SITE Scenic St. E 0 0 U Access A&Superstition Blvd —--—---------- --------0 Junction S�.' Figure 6.- Site Generated Traffic Volumes CivTech The Havenly—Apache ]unction, AZ Traffic Impact Analysis FUTURE BACKGROUND TRAFFIC CivTech reviewed historical daily traffic volumes from the City of Apache]unction website to estimate an average annual growth rate. Average daily traffic volumes on Idaho Road at Superstition Boulevard were considered. The location experienced an average annual increase of 5.1% per year from 2013 to 2016. Other growth rates that were calculated in the surrounding area were greater than 8% per year, so in order to remain more conservative, the 5.1% per year growth rate was utilized. For the opening year 2023,this translates to a growth factorof 1.105;this value was multiplied by the existing traffic volumes in order to obtain future background traffic volumes forthe 2023 buildout year. The background volumes forthe opening yearof 2023 are presented in Figure 7. Background traffic calculations are located within Appendix F. TOTAL TRAFFIC Total traffic was determined by adding the site generated traffic to the estimated projected background traffic.Total peak hour traffic volumes for the opening year of 2023 are shown in Figure S. C*IvTech 18 November 2021 AM G-1-------------- Aft Idaho Rd&Superstition Blvd Apach Tr&Superstition Blvd Royal Palm Rd&Superstition Blvd Cactus Rd&Superst�bn Blvd —AMA ALft 0-1i NORTH LEGEND XX(XX) AM(PM)Peak Hour Traffic Volumes L Idaho Rd&Apache Tr Royal Palm Rd&Scenic St Royal Palm Rd&Junction St Superstition Blvd.. -�o.\X 0 C\,e SITE Scenic St. E Ir 0 Access A&Superstition Blvd U 0 ————————--- Junction St, Figure 7.- Background TrafficVolurnes CivTech NOEMPAMEMMEMEMEM j irj Idaho Rd&Superstition Blvd Apach Tr&Superstition Blvd Royal Palm Rd&Superstition Blvd Cactus Rd&6uperstition Blvd NORTH LEGEND XX(XX) AM(PM)Peak Hour Traffic Volumes Idaho Rd&Apache Tr Roya I Pa Im Rd&Sce n ic St Roya I Pa Im Rd&Ju n ctio n St -6 Superstition Blvd. 0 J eye SITE Scenic St. E 0 Access A&Superstition Blvd 0 U Junction t, Figure -8.- Total Traffic Volumes CivTech The Havenly—Apache ]unction, AZ Traffic Impact Analysis TRAFFIC AND IMPROVEMENT ANALYSIS The overall intersection and approach levels of service are summarized in Table 5 for the 2023 background and total traffic conditions. Detailed analysis worksheets for the 2023 background analysis can befound in Appendix G and worksheets for the 2023 total analysis can befound inAppendixH. Table 5— Peak Hour Levels of Service is i 1 o i,�mul g a NB A (A) A (A) Idaho Road &Superstition SB A (B) A (B) 1 Boulevard Signal EB D (D) D (D) WB D (D) D (D) Overall C (C) C (C) NB A (A) A(A) Apache Trail &Superstition SB A (A) A (A) 2 Boulevard Roundabout EB A (A) A (A) WB A (A) A(A) Overall A (A) A (A) 3 Royal Palm Road &Superstition 1-way stop NB Shared B (B) B (B) Boulevard (NB) WB Left A (A) A (A) 4 Cactus Road &Superstition 1-way stop NB Shared A (B) A(B) Boulevard (NB) WB Left A(A) A(A) NB A (A) A (A) SB A (A) A (A) 5 Idaho Road &Apache Trail Signal EB E (E) E (D) WB D (D) D (D) Overall B (B) B (B) NB Shared A (A) A (A) 6 Royal Palm Road &Scenic 2-way stop SB Shared A (A) A (A) Street (NB/SB) EB Left A (A) A (A) WB Left A (A) A (A) NB Shared A (A) A (A) 7 Royal Palm Road &]unction 2-way stop SB Shared A (A) A (A) Street (N B/SB) EB Left A (A) A (A) WB Left A (A) A (A) A Access A &Superstition Blvd 1-way stop NB Shared B (B) (NB) WB Left A (A) The results of the Synchro analysis summarized in Table 5 indicate that all study intersections operate with overall acceptable levels of service(LOS D or better)with the exception of the following. The intersection of Idaho Road and Apache Trail is anticipated to experience some delay on the eastbound approach during both the AM and PM peak hours.This delay is due to the protected phasing of the left turn approach and very few vehicles executing a left turning movement. If more vehicles were to use this approach, due to the actuated nature of the signal, it is likely that the level of service would improve. Additionally, proper signal timing was not acquired from the City of Apache]unction C*IvTech 21 November 2021 The Havenly—Apache ]unction, AZ Traffic Impact Analysis in time for this report and analysis,so a standard 100-second cycle length was used for both signalized intersections and splits were optimized to provide a best-case scenario. TURN LANE WARRANTING AND QUEUE LENGTH ANALYSIS RIGHT-TURN DECELERATION LANES The City of Apache]unction defers to ADOT design criteria, which means that ADOT TGP 245 turn lane wartantswill be utilized to determine the need for right turn deceleration lanes at both driveways. Based on the criteria, due to the low through volumes on both Superstition Boulevard, a right turn deceleration lane is not warranted at the site driveway.The addition of a right turn lane, however, will be beneficial to the development as the surrounding area becomes more developed and traffic volumes along Superstition Boulevard increase. LEFT-TURN DECELERATION LANES ADOT also presents criteria for left turn deceleration lanes in TGP245 turn lane warrants. Based on the criteria, a minimum of 12 left turning vehicles at the driveway would warrant the need for a left turn deceleration lane. Since the anticipated traffic patterns predict more right turning vehicles at the driveway,fewerthan 12 left turning vehicles are expected at this location. A left turn deceleration lane at Access A is not warranted or recommended at this time. QUEUESTORAGE Adequate turn storage should be supplied on any approach where turn lanes are permitted and/or warranted. A queuing analysis was prepared according to the methodology documented in AASHT08� A Policy on Geometric Design of Highways and 5treels. The study intersections were analyzed to determine the left-turn and right-turn storage needed to accommodate the expected traffic volumes in the 2023 horizon year. The storage length for a turn lane is typically estimated as the length required to hold the average number of arriving vehicles per two minutes, where unsignalized, or per one-and-a-half to two signal cycles,where signalized.'The equations used forthe calculations are shown below, and the resulting turn lane storage requirements for the study intersections are summarized in Table 6. Detailed queue storage calculation worksheets using the AASHTO method are included in Appendix I. 1 The American Association of Highway and Transportation Officials,under Section 9.7.2.2(page 9-96)of the latest(7th) edition of its publication,A Policy on Geometric Design of Highways and Streets(the AASHTO"Green Book"), indicates that storage length for a turn lane,exclusive of taper,"should usually be based on 1.5 to 2 times the average number of vehicles that would need to be stored per signal cycle"at a signalized intersection. 9 C*IvTech 22 November 2021 The Havenly—Apache Junction, AZ Traffic Impact Analysis For signalized intersections,the storage length is determined by the following equations: Storage Length 1.5 x(veh1hr) x 25 feet (cycleslhr) I For unsignalized intersections,the storage length for a left turn lane is determined by the following equation: Storage Length in[P(n>N)l_ 11 x 25 feet C where: Voe—Votc13600 1 ��.t, 3�6O 0 as def ined in AASHTO:�A Policy on Geometric Design of Highways and Streets Equations 9-3 and 9-4. Table 6—Queue Storage Lengths Idaho Road & NB Left 95' 250' 60' No Change 1 Superstition Signal SB Left 95' 50' <25' No Change Boulevard EB Left 120' 125' 75' No Change WB Left 100, 125' 70' No Change NB Left 210' 25' <25' No Change SB Left 215' 25' <25' No Change Idaho Road & EB Left 195' 100, 80' No Change 5 Apache Trail Signal WB Left 205' 175' 120' No Change NB Right (3)130' 250' 25' No Change EB Right (4)215' 50' <25' No Change WB Right (4)140' 25' <25' No Change Access A & A Superstition 1-way stop EB Right - 100, <25' (5)150' Boulevard (NB) (1) Measured from beginning of stop bar (2) HCM 95th percentile queue reported in vehicles/lane,assuming I vehicle—25 feet. (3) Additional storage available in the through lane adjacent to the turn lane. (4) Free flow right turn lane. (5) Minimum recommended turn lane length for City of Apache Junction is 150 feet on arterial roadways and 100 feet on collector streets. T he reco m m e nded sto ra ge le ngths i n Ta b I e 6 a re p ro v ided fo r study ho rizo n year 2023 us i ing the to tal traffic projections. The proposed AccessA will be located on Superstition Boulevard,which is classified as a Rural Minor Arterial Roadway. Per City of Apache Junction Development Land Code, Chapter 10 Engineering Design Guidelines and Policies,a right turn lane located on an arterial roadway should be built at a minimum of 150 feet. At Access A, a 150-foot eastbound right turn lane is recommended. Proposed lane configurations are shown in Figure 9. C*IvTech 23 November 2021 AM AM Idaho Rd&Superstition Blvd Apache 11 T I r&S I u I pers I tit I ion Blvd Royal Palm Rd&Superstition Blvd Cactus Rd&Superstition Blvd 0-00"Ift LEGEND NORTH Thru orTurning Movement Two-Way LeftTurn-Lane Raised Median Bike Lane Free Flow Right-Turn Lane Traffic Signal Speed Limit Stop Sign Proposed Improvements Idaho Rd&Apache Tr Royal Palm Rd&Scenic St Royal Palm Rd&Junction St Superstition Blvd. 0 C\,e SITE Scenic St. E 0 Access A&Superstition Blvd 0 U __�uncti.n St Figure 9.- Proposed Lane Configurations and Traffic Controls g, CivTech The Havenly—Apache ]unction, AZ Traffic Impact Analysis CONCLUSIONS The following conclusions and recommendations have been documented in this study. GENERAL The proposed development is anticipated to generate 1,658 weekday daily trips with 123 trips occurring during the AM peak hour(31 in/92 out)and 165 trips occurring during the PM peak hour(104 in/61 out). ExISTING • The results of the existing conditions analysis indicate that all study intersections operate with acceptable levels of service(LOS D or better). • Horse Crossing Data was collected at Royal Palm Road and Superstition Boulevard during the typical weekday AM and PM peak hours as well as a full 24-hours on Saturday October 23, 2021. 0 The data revealed that during a typical weekday, only about 3 horses crossed during the AM peak hour, no horses were counted during the PM peak hourand 4 horses were counted during the Saturday 24-hour period. This volume of horse crossings is very low and combined with the low through volumes currently present along Superstition Boulevard, very few conflicts are anticipated to occur between horses and passenger vehicles. OPENING YEAR 2023 • The anticipated horse use by full buildout of the development is anticipated to be low, such as the existing data suggests. The horses should not conflict with passenger vehicles; however, safe ridership options may be explored if conflicts arise in the future. • The results of the Synchro analysis indicate that all study intersections operate with overall acceptable levels of service(LOS D or better)with the exception of the following. 0 The intersection of Idaho Road and Apache Trail is anticipated to experience some delay on the eastbound approach during both the AM and PM peak hours. This delay is due to the protected phasing of the left turn approach and very few vehicles executing a left turning movement. If more vehicles were to use this approach, due to the actuated nature of the signal, it is likely that the level of service would improve. Additionally, proper signal timing was not acquired from the City of Apache Junction in time for this report and analysis, so a standard 100-second cycle length was used for both signalized intersections and splits were optimized to provide a best-case scenario. QUEUESTORAGE The City of Apache Junction defers to ADOT design criteria, which means that ADOT TGP245 turn lane warrants will be utilized to determine the need for right turn deceleration lanes at C-IvTech 25 November 2021 The Havenly—Apache ]unction, AZ Traffic Impact Analysis both driveways. Based on the criteria, due to the low through volumes on both Superstition Boulevard, a right turn deceleration lane is not warranted at the site driveway. 0 The addition of a right turn lane, however,will be beneficial to the development as the surrounding area becomes more developed and traffic volumes along Superstition Boulevard increase. • ADOT also presents criteria for left turn deceleration lanes in TGP 245 turn lane warrants. Based on the criteria, a minimum of 12 left turning vehicles at the driveway would warrant the need for a left turn deceleration lane. Since the anticipated traffic patterns predict more right turning vehicles at the driveway, fewer than 12 left turning vehicles are expected at this location. A left turn deceleration lane at Access A is not warranted or recommended at this time. • The proposed AccessAwill be located on Superstition Boulevard,which is classified as a Rural Minor Arterial Roadway. Per City of Apache Junction Development Land Code, Chapter 10 Engineering Design Guidelines and Policies, a right turn lane located on an arterial roadway should be built at a minimum of 150 feet. 0 At Access A, a 150-foot eastbound right turn lane is recommended. CivTech 26 November 2021 The Havenly—Apache ]unction, AZ Traffic Impact Analysis UST OF REFERENCES HIghway Capacity Manual, 51xth EdItIon: A Gulde for Multlmooal Mobillty Analyss. Transportation Research Board, Washington, D.C., 2018. Manual on Uniform Traffic Control Devices. U.S. Department of Transportation, Federal Highways Administration,Washington, D.C., 2009. Roadway Design Manual, Mancopa County Department of Transportation, Phoenix, Arizona, Revised April 2004. Trip Generation Manual, 10th Edition,Institute of Transportation Engineers, Washington, D.C., 2017. Trip Generation Handbook, 3rd Edition, Institute of Transportation Engineers Washington, D.C., 2014. Apache Junctlon Zoning Ordinance, Volumes 11 Land Development Code, Apache Junction, Arizona,July 20, 2021. ADOT Traffic Guidelines and Processes,Section 240, Arizona Department of Transportation, August 2021. ADOT Traffic Guidelines and Processes, Section 245, Arizona Department of Transportation, January 2019. C*IvTech 27 November 2021 The Havenly—Apache ]unction, AZ Traffic Impact Analysis TECHNICAL APPENDICES APPENDIXA: REVIEW COMMENTS AND RESPONSES(RESERVED) APPENDIX B: EXISTING TRAFFIC COUNTS APPENDIXC: EXISTING PEAK HOUR ANALYSIS APPENDIX D: TRIP GENERATION CALCULATIONS APPENDIX E: TRIP DISTRIBUTION CALCULATIONS APPENDIX F: BACKGROUND GROWTH CALCULATIONS APPENDIXG: 2023 NO BUILD PEAK HOUR ANALYSIS APPENDIX H: 2023 BUILD PEAK HOUR ANALYSIS APPENDIXI: QUEUE STORAGE ANALYSIS CilvTech 28 November 2021 The Havenly—Apache ]unction, AZ Traffic Impact Analysis APPENDIX A REVIEW COMMENTS AND RESPONSES (Reserved) Cl-vTech The Havenly—Apache ]unction, AZ Traffic Impact Analysis APPENDIX B EXISTING TRAFFIC COUNTS Cl-vTech Intersection Turning Movement Prepared by� DA,,.- or Aamau—b-c- Intersection Turning Movement Prepared by: AG, 4FtELo DATA SERVICES OF ARIZONA,INC, �Vlfepacifytrafflcgroup Project 21-1649-001 N-S STREET: Royal Palm Rd DATE:10/12/21 LOCATION: Apache Junction TMCSUMMARY0FRoWPa1m Rd&Scenic St E-W STREET: Scenic St DAY:TUESDAY PROJECT# 21-1649-001 LAII NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NIT NR SL ST SIR EL ET ER WL WT WR TOTAL LANES: 0 1, 0 0 1 0 0 1 0 0 1 0 6:00 AM 6:15 AM 6:30 AM 6:45 AM Scenic St Scenic S, 7:00 AM 0 1 0 0 0 0 1 0 0 0 1 2 5 7:15 AM 0 4 0 1 3 1 1 1 0 1 5 0 17 7:30 AM 0 0 0 0 0 0 0 0 0 0 3 0 3 Am MD M� TUTAL 7:45 AM 0 1 1 0 2 0 0 1 0 0 0 0 5 8:00 AM 0 0 0 0 2 2 0 1 0 0 2 0 7 TOTAL AM MID IN ---------- 9 n54 MNTROL 3 1 1 2 1 5— 8:15 AM 0 1 0 0 1 2 0 2 0 0 2 0 8 > 24 6 18 E----> 8 12 1 8:30 AM 0 2 0 0 2 1 3 2 1 0 3 2 16 <= L 0.� 8:45 AM 0 4 0 0 1 0 2 1 0 0 1 1 10 d2 N-aa -C�=1 0 L 9:00 AM ------------- 9:15 AM 9:30 AM 9:45 AM 10:00 AM ................ 10:15 AM K 7: 10:30 AM LOCATION#: 21-1649-001 10:45 AM 11:00 AM TURNING MOVEMENT COUNT 11:15 AM . . . Royal Palm Rd&Scenic St 11:30 AM (Inte-Cion Name) 11:45 AM ITOTAL I NIL I NT I NRISLI STISR1 ELI ET1 ER WIL WT WR I TOTAL 10/12/21 V LO 13 1 1 6 1 7 5 1 71 __LUESDAY 0 1 8 1 1 Day Date % 0�( Ap=h 00 92.86 T141 5�56 611.11 33331 4175 50.00 6.251 435 7137191 21.741 APPROACH LANES = COUNT PERIOD App/Depart 14 25 1 IS 13 1 16 10 1 23 23 AM 711AM 111AM AM Peak Hr Begins at: 800 AM PM 40OPM COMM PEAK Volumes 0 7 0 1 0 6. 5. 6.00 1. 0. 8, 3. 41 Approach% 1 0.00 100.00 0.001 0.00 54 55 45 451 451�67 50 8331 0 00 72 73 27 271 AM PEAK HOUR 800 AM PEAK HR. NOON PEAK HOUR FACTOR: O�438 0.688 0.500 0.550 0,641 PM PEAK HOUR 415 PM CONTROL: 2-Way Stop(NB&SB) COMMENT 1: GPS: 33,418721,-111.537,152 Intersection Turning Movement Prepared by: Intersection Turning Movement *(F,kFLO DATA SERVICES OF ARIZONA,INC, vVeracitytrafficqroup 520.316.6746 Project#: 21-1649-002 N-S STREET: Royal Palm Rd DATE:10112/21 LOCATION: Apache Junction TMC SUMMAR Y OF RoW Palm Rd&.7unction St E-W STREET: Scenic St DAY:TUESDAY PROJECT# 21-1649-001 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LAIR E I 1� LANES: 0 1 0 0 1 0 0 1 0 0 1 0 CHER NL NT NR SL ST SR EL ET ER WIL WT WR TOTAL 1:00 PM 1:15 PM 1:30 PM 1:45 PM Junction St 1"ncHon S, 2:00 PM --—------- 2:15 PM 2:30 PM 2:45 PM AM MD PH T- 3:00 PM TOTAL AM mi) Pm 3:15 PM 11 1 10 3 3 6 3:30 PM 76 8 58 E===-'> 25 1 49 74 o' 3:4 5 PM 1 7 2 2 4 4:00 PM 0 0 1 1 2 1 0 4 0 0 3 1 13 4:15 PM 0 2 0 2 3 1 2 4 0 1 4 0 19 4:30 PM 0 4 0 2 0 0 0 9 1 0 5 1 22 4:45 PM 0 2 0 2 3 2 0 3 0 0 2 0 14 5:00 PM 0 3 1 0 2 2 2 2 0 0 1 1 14 5 15 PM 0 1 4 1 3 1 0 4 0 0 4 0 18 5 30 PM 0 2 1 3 3 0 3 4 0 0 1 0 17 LOCATION#: 21-1649-002 5:45 PM 0 2 0 1 3 2 1 4 0 3 3 0 19 6:00 PM TURNING MOVEMENT COUNT 6:15 PM <a 6:30 PM Royal Palm Rd&]unction St unt—ecion Name) 6:45 PM 1E ITOTAL NLINTINRISLI STISR1 ELI ET1 ER I WL I WT I WR I TOTAL TLESDAY _LO/12/21 Volumes 0 16 7 12 19 9 1 8 34 1 1 4 23 3 136 m Day Date Approach% 0.00 69.57 30.431 30.00 47.50 22.501 18.60 79.07 2.331 1133 7667 10.001 APPROACH LANES App/Depart 23 27 1 40 24 1 43 53 1 30 32 1 = COUNT PERIO PM Peak Hr Begins at: 415 PM AM 711AM Pm 40OPM PEAK Volumes 0 11 1 1 6 8 5 1 4 IS 1. 1 12 2. 69 Approach% 1 0.00 91.67 8.331 31�58 42.11 26.321 17.39 78.26 4351 6�67 80.00 13331 AM PEAK HOUR E0 PEAK HR. NO N PEAK HOUR FACTOR: O�750 1 O�679 1 O�575 1 0.625 1 0,784 1 PM PEAK HOUR 415 PM CONTROL: 2-Way Stop(NB&SB) COMMENT 1: 0 GPS: 33,418721,-IIL537452 Intersection Turning Movement Intersection Turning Movement Prepared by: A* 4FtELo DATA SERVICES OF ARIZONA,INC, V%repacitytrafficgroup *(Fg*w-LO DATA SeRvices OF ARIZONA,INC, 570.316.6745 V1reFlackytrafficgroup 520.316.6745 � N-S STREET: Royal Palm Rd DATE:10/12/21 LOCATION: ApacheJuncUon N-S STREET: Royal Palm Rd DATE:10/12121 LOCATION: Apache Junction E-W STREET: Junction St DAY:TUESDAY PROJECT# 21-1649-002 0 E-W STREET: Junction St DAY:TUESDAY PROJECT# 21-1649-002 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 6:00 AM 6:15 AM 1:00 PM 6:30 AM 1:15 PM 6:45 AM 1:30 PM 7:00 AM 0 3 0 0 0 0 1 2 1 0 6 0 13 1:45 PM 7:15 AM 1 1 0 0 2 2 0 4 0 0 2 0 12 2:00 PM 7:30 AM 0 0 0 0 0 1 0 2 1 0 5 0 9 2:15 PM 7:45 AM 0 1 1 0 2 2 3 3 0 0 5 0 17 2:30 PM 8:00 AM 2 0 1 0 0 2 0 2 0 2 6 0 15 2:45 PM 8:15 AM 0 1 1 0 0 1 0 5 1 0 8 0 17 3:00 PM 8:30 AM 0 1 0 0 3 1 1 7 0 0 5 2 20 3:15 Pal 8:45 AM 1 2 1 0 0 2 0 4 0 0 6 1 17 3:30 PM 9:00 AM 3:45 PM 9:15 AM 4:00 PM 0 1 1 0 1 1 0 18 2 0 6 1 31 9:30 AM 4:15 PM 2 3 1 1 3 1 3 13 1 0 13 1 42 9:45 AM 4:30 PM 1 1 2 0 3 2 4 11 2 0 13 2 41 10:00 AM 4:45 PM 0 3 2 1 5 0 2 22 2 0 12 0 49 10:15 AM 5:00 PM 0 1 1 0 1 1 1 12 2 2 11 0 32 10:30 AM 5:15 PM 0 6 4 0 3 2 1 18 2 1 3 0 40 10:45 AM 5:30 Pal 1 5 0 0 0 2 3 19 1 1 6 0 38 11:00 AM 5:45 PM 0 1 0 1 8 0 1 17 2 1 5 0 36 11:15 AM 6:00 PM 11:30 AM 6:15 PM 11:45 AM 6:30 PM 6:45 PM ITOTAL NLI NTINRL_jL� STI SRI ELI ETI ER WL I WT I WR TOTAL Volumes 4 9 4 1 0 7 11 1 5 29 3 2 B43 3 120 ITOTAL NL I NT I NR S ST SR EL ET ER WL WT WR TOTAL Approach% 23.53 52.94 2153 0.00 38.89 61A11 1151 78.38 8AII 4�17 9 58 625 Volumes 4 21 11 3 24 () 15 130 14 5 69 4 309 App/Depart 17 f 17 1 IS 12 1 37 33 48 58 Approach% 11.11 58.33 30.561 8.33 66.67 25.001 9.43 81.76 8.8 6.41 88.46 5.13 AM Peak Hr Begins at: 800 AM App/Depart 36 40 1 36 43 1 159 144 78 82 PM Peak Hr Begins at: 415 PM PEAK Volumes 1 3 4 3 1 0 3 6 1 1 18 1 2 25 3 1 69 PEAK Approach% 1 30.00 40.00 30.001 0.00 33.33 66.671 5.00 90.00 5.001 6.67 83,33 10.001 Volumes 1 3 8� 6. 12� 12 4. 7. 2� 49 3. 164 Approach% 17�65 47 06 35 291 1 11 66.67 22 221 1'3033 77.33 933 370 90.74 5561 PEAK HR. FACTOR: O�625 1 0.563 1 0,625 1 0.938 1 0,863 PEAK HR. FACTOR: O�708 1 0350 O�721 1 0.900 1 0,837 CONTROL: 2-Way Stop(N8&SB) COMMENT 1: CONTROL: 2-Way Stop(NB&SB) GPS: 31415080,-111337447 COMMENT 1: 0 GPS: 33,415080,-111-537447 Intersection Turning Movement Prepared by� AcLa DA,._Sew.necs-or Aamau_b-c- Intersection Turning Movement Prepared by: AG, 4FtELv DATA SERVICES OF ARIZONA,INC, �Vlfepacifytrafflcgroup Project#, 21-1649-003 N-S STREET: Royal Palm Rd DATE:10/12/21 LOCATION: Apache Junction TMCSUAfAfARY0FRoKa1 Palm Rd&SwersOWn Blvd E-W STREET: Superstition Blvd DAY:TUESDAY PROJECT# 21-1649-003 LAII NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND E NL NIT NR SL ST SIR EL ET ER WL WT WR TOTAL LANES: 0 1, 0 0 0 0 0 1 0 0 1 0 HER- . . . 6:00 AM 6:15 AM 6:30 AM 6:45 AM Superstition Blvd Superstition Blvd 7:00 AM 3 0 0 0 0 0 0 20 0 3 28 0 54 ---—--- 7:15 AM 3 0 0 0 0 0 0 16 2 0 22 0 43 7:30 AM 1 0 0 0 0 0 0 11 3 0 32 0 47 Am MD M� T 7:45 AM 1 0 0 0 0 0 0 17 0 2 27 0 47 TOTAL AM MID IN 8:00 AM 1 0 0 0 0 0 0 18 1 3 36 0 59 0 MNTROL 0 0 8:15 AM 1, 0 0 0 0 0 0 22 4 3 42 0 72 142 108 25=0 8:30 AM 1 0 1 0 0 0 0 13 0 0 31 0 46 262 75 187 E===:> .0 8:45 AM 6 0 0 0 0 0 0 22 6 1 33 0 68 a 11 a 7 2 �26 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM LOCATION#: 21-1649-003 10:45 AM 11:00 AM TURNING MOVEMENT COUNT 11:15 AM Royal Palm Rd&SupemUflon Blvd 11:30 AM unte—Cion Name) 11:45 AM ITOTAL NIL NIT I NR SL ST SR EL ET ER WIL WT WR TOTAL 10/12/21 Volumes 17 12 251 0 436 __1UESDAY Day Date Approach% 94�44 4.56 95.44 0.00 APPROACH LANES pp COUNT PERIOD A /Depart 18 0 0 28 1 155 263 268 AM 711AM 111AM AM Peak Hr Begins at: 800 AM PM 40OPM COMM PEAK Volumes 9 0. 1.001#0 0 0 1 0, 75 11 1 7 142 0 1 245 Approach% 90.00 000 10 ### #### ####1 0 00 87.21 12.79 4.70 95.30 0.001 AM PEAK HOUR 800 AM PEAK HR. NOON PEAK HOUR FACTOR: O�417 0.000 0.768 0.828 0,851 PM PEAK HOUR 400 PM CONTROL: I-Way Stop(NB) COMMENT 1: GPS: 31422342,-111�537458 Intersection Turning Movement Prepared by: Intersection Turning Movement *(F,kFLO DATA SERVICES OF ARIZONA,INC, vVeracitytrafficqroup 520.316.6746 Project#: 21-1649-004 N-S STREET: Royal Palm Rd DATE:10112/21 LOCATION: Apache Junction TMC SUMMA R Y OF rdaho Rd&SMLs—t—ition E-W STREET: Superstition Blvd DAY:TUESDAY PROJECT# 21-1649-003 LAII NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANES: 0 1 0 0 0 0 0 1 0 0 1 0 o NL NT NR SL ST SR EL ET ER WIL WT WR TOTAL 1:00 PM 1:15 PM 1:30 PM 1:45 PM Superstition Blvd Superstition Blvd 2:00 PM —---- 2:15 PM 2:30 PM 2:45 PM AM MD MO TUTAL TOTAL AM mi) 3:00 PM = Pm 3:15 PM ----------- 118 64 54 eGNTROL 12 10 2E]E 3:30 PM > 267 77 190 E=-=-'> <�=F1_3_4_F__F_143_ 277 o'. 3:45 PM 252 78 174 24 1 1 40 64 2 36 93 4:00 PM 1 0 0 0 0 0 0 54 0 0 1 4:15 PM 1 0 3 0 0 0 0 54 6 0 25 0 89 4:30 PM 3 0 2 0 0 0 0 44 4 1 28 0 82 4:45 PM 3 0 1 0 0 0 0 35 3 1 19 0 62 5:00 PM 0 0 1 0 0 0 0 45 5 1 15 0 67 5:15 PM 2 0 0 0 0 0 0 41 6 0 28 0 77 5:30 PM 5 0 2 0 0 0 0 44 4 3 22 0 80 M LOCATI N#: 21-1649-004 5:45 PM 1 0 1 0 0 0 0 37 5 1 32 0 77 1. TURNING MOVEMENT COUNT 6:00 PM 6:15 PM x 6:30 PM Idaho Rd&Supembban Blvd unt—ecion Name) 6:45 PM 8- , - RE ITOTAL NL I NT I NR I SL I ST I SR EL I ET I ER WL WT WR TOTAL _�LEDNESDAY _LO/13/21 Volumes 16 0 10 1 0 0 0 0 354 35 7 205 0 627 Day Date o Approach% 61.54 0.00 38A61#### #### ####1 0.00 91.00 9.001 3.30 96.70 0.00 APPROACH LANES App/Depart 26 0 1 0 42 389 364 212 221 A. 7WAM IWAIM PM Peak Hr Begins at: 400 PM Pm 40OPM C66FPT PEAK Volumes 1 8 0� 6. 0 187 15 2 108 0.001 326 1 Approach% 57.14 000 42861##0## ##0## ##O##1 0.00 92.57 7.431 1.82 98.18 0 AM PEAK HOUR E0 PEAK HR. NO N PEAK HOUR FACTOR: O�700 0�000 O�842 O�764 0�876 I PM PEAK HOUR 400 PM CONTROL: I-Way Stop(NB) COMMENT 1: 0 GPS: 31422342,-111�537458 Intersection Turning Movement Intersection Turning Movement Prepared by: A* 4FtELo DATA SERVICES OF ARIZONA,INC, Virepacitytrafficgroup *(Fg*w-LO DATA SeRvices OF ARIZONA,INC, 570.316.6745 V%reFlackytrafficgroup 520.316.6745 � N-S STREET: Idaho Rd DATE:10113/21 LOCATION: ApacheJuncUon N-S STREET: Idaho Rd DATE:10/13/21 LOCATION: Apache Junction E-W STREET: Superstition Blvd DAY:WEDNESDAY PROJECT# 21-1649-004 0 E-W STREET: Superstition Blvd DAY:WEDNESDAY PROJECT# 21-1649-004 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 2 0 1 2 0 1 2 0 1 2 0 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 2 0 1 2 0 1 2 0 1 2 0 6:00 AM 6:15 AM 1:00 PM 6:30 AM 1:15 PM 6:45 AM 1:30 PM 7:00 AM 14 22 9 2 20 6 3 18 20 8 29 1 152 1:45 PM 7:15 AM 21 22 7 5 14 9 3 20 23 5 21 4 154 2:00 PM 7:30 AM 20 26 4 1 24 11 16 15 31 5 43 1 197 2:15 PM 7:45 AM 16 29 5 1 28 10 16 23 25 7 22 3 185 2:30 PM 8:00 AM 22 21 6 4 20 6 8 19 19 6 30 1 162 2:45 PM 8:15 AM 28 17 13 0 20 4 11, 17 16 4 35 1 166 3:00 PM 8:30 AM 22 31 5 3 12 9 14 23 17 7 38 4 185 3:15 PM 8:45 AM 22 45 10 5 38 22 31 18 26 7 31 6 261 3:30 PM 9:00 AM 3:45 PM 9:15 AM 4:00 PM 33 27 7 4 49 15 16 54 41 13 45 2 306 9:30 AM 4:15 PM 42 46 2 6 34 13 11 46 50 14 28 2 294 9:45 AM 4:30 PM 34 38 4 2 45 7 14 57 40 6 33 3 283 10:00 AM 4:45 PM 24 37 2 1 33 14 13 33 43 7 37 3 247 10:15 AM 5:00 PM 21 29 3 9 35 9 10 37 43 9 22 1 228 10:30 AM 5:15 PM 31 30 1 4 25 7 11 37 40 5 24 1 216 10:45 AM 5:30 PM 27 32 2 2 36 6 11 43 35 12 33 1 240 11:00 AM 5:45 PM 23 32 1 1 27 9 8 30 28 11 27 2 199 11:15 AM 6:00 PM 11:30 AM 6:15 PM 11:45 AM 6:30 PM 6:45 PM ITOTAL NL I NT I NR STISR1 ELI ETIERI WL I WT I WR TOTAL Volumes 165 213 59 176 77 153 177 1 4 249 2 1462 ITOTAL NL I NT I NR I STISR1 ELI ETIERI L I WT I WR I TOTAL L 9 S �21 01 1021 Approach% 3T76 48.74 1150 7,66 64.23 28A 216 35.42 40�97 1536 7&06 6�581 Volumes 235 271 22 284 80 194 337 320 77 249 15 1 2013 App/Depart 437 / 336 1 274 / 402 432 233 319 491 Approach% 44.51 51.33 4.17 8 72.26 20.361 2.52 44.87 4261 22.58 73.02 4.401 AM Peak Hr Begins at: 800 AM App/Depart 528 / 380 1 393 681 751 388 341 564 PM Peak Hr Begins at: 400 PM PEAK Volumes 1 94 114 34 1 12 90 41 64 77 78 24 134 12 1 774 PEAK Approach% 1 38.84 47.11 14.051 8.39 62.94 28.671 29.22 35.16 35.621 14.12 78,82 7.061 Volumes 133 148 15 1 13 161 49 54 190 174 40 143 10 1130 Approach% 1 44.93 50.00 5.071 5.83 72.20 21.971 12.92 45.45 41.631 20.73 74.09 5.181 PEAK HR. FACTOR: O�786 1 0.550 1 0.730 1 0.867 1 0,741 PEAK HR. FACTOR: O�822 0320 O�941 1 0.804 1 0,923 CONTROL: Signal COMMENT 1: CONTROL: Signal GPS: 31422335,-111�546103 COMMENT 1: 0 GPS: 33,422335,.-111,546103 Intersection Turning Movement Prepared by� DA,,.- or Aamau-lue- Intersection Turning Movement Prepared by: A* 4FtELo DATA SERVICES OF ARIZONA,INC, �Vlfepacifytrafflcgroup Project#, 21-1649-005 N-S STREET: Apache Trail DATE:10/13/21 LOCATION: Apache Junction TNC SUMMAR Y 0FApache Trail&SuDerstition Blvd E-W STREET: Superstition Blvd DAY:WEDNESDAY PROJECT# 21-1649-005 LAID NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 2 NL NT NR SL ST SR EL ET ER WIL WT WR TOTAL LANES: O�5 1, 0,5 O�5 1 0,5 0 1, 0 0 1 0 6:00 AM 6:15 AM 6:30 AM 6:45 AM Superstition Blvd Super0fion Blvd 7:00 AM 3 4 1 0 9 9 3 15 1 6 28 0 79 7:15 AM 1 7 5 0 I'S 10 3 11 1 3 29 0 85 7:30 AM 1 16 1 0 19 3 4 18 1 5 25 0 93 Am MD PM TOTAL 7:45 AM 2 13 4 0 10 5 7 17 1 4 34 0 97 8:00 AM 0 13 6 3 9 6 4 11 1 7 36 0 96 ITOTAL AM MID Im E�� ---------- 79 a2257 CDNTROL I 1 1 3 1 4— E 8:15 AM 0 14 7 1 12 8 7 13 3 1 36 0 102 - E 8:30 AM 1 23 7 0 18 6 4 17 1 4 26 1 108 > 204 68 136 E--- 122 82 204 8:45 AM 1 21 6 0 11 9 7 27 2 5 24 0 113 9 7 2 17 9 16 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM ................ ---------- 10:15 AM K - LOCATION#: 21-1649-005 10:30 AM 10:45 AM 11:00 AM TURNING MOVEMENT COUNT 11:15 AM Ap.eh.T,.if&S.p..Utio.Blvd 11:30 AM (Int-edion Name) 11:45 AM WEDNESDAY ITOTAL NIL I NT NR S ST SR EL ET ER WIL WT WR TOTAL _LO/13/21 VO 9 111 37 4 103 56 39 129 11 35 23' 773 Day AP=h% L5-, 23,5 45 86.86 36 Date 1�73 70.70 7 2� 63.19 34361 2L.79 72.07 6A51 12�77 0 APPROACH LANES 3 AO3 COUNT PERIOD$ App/Depart 157 151 163 149 179 170 1 274 AM 711AM 111AM AM Peak Hr Begins at: 800 AM PM 40OPM COUNT PEAK Volumes 2 71 26 4, 50 29 22 68 7. 17 122 1. 419 Approach% 2.02 71.72 26.26 482 60.24 34.94 22.68 70,10 7221 12.14 87,14 071 AM PEAK HOUR 800 AM PEAK HR. NOON PEAK HOUR FACTOR: O�798 0.865 0,674 0.814 0,927 RM PEAK HOUR 400 PM CONTROL: Round a bout COMMENT 1: GPS: 31422313,-11.1.541570 Intersection Turning Movement Prepared by: Intersection Turning Movement *(F,kFLO DATA SERVICES OF ARIZONA,INC, vVeracitytrafficqroup 520.316.6746 Project#: 21-1649-006 N-S STREET: Apache Trail 0 DATE:10113/21 LOCATION: Apache Junction TMC SUAfAfA R Y OF Cactus Rd& E-W STREET: Superstition Blvd DAY:WEDNESDAY PROJECT# 21-1649-005 LAII NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANES: 0�5 1 0,5 0.5 1 (L5 0 1 0 0 1 0 .1 NL NT NR SL ST SR EL ET ER WIL WT WR TOTAL 1:00 PM 1:15 PM 1:30 PM 1:45 PM Superstition Blvd Superstition Blvd 2:00 PM —---- 2:15 PM 2:30 PM 2:45 PM AM MD MO TUTAL TOTAL AM ml 3:00 PM =) Pm 3:15 PM 0 0 0 cONTROL 0 0 3:30 PM > 253 9 184 E===:> Fl-39—F--F-113— 252 3:45 PM 12 3 9 2 1 1 4 6 26 24 8 38 3 26 163 4:00 PM 0 19 1 18 0 0 4:15 PM 2 21 14 1 25 11 is 34 2 7 23 0 158 4:30 PM 1 19 12 0 22 18 9 25 0 2 15 2 125 4:45 PM 0 26 16 0 29 11 12 39 0 4 18 1 156 5:00 PM 0 18 13 0 18 7 7 29 1 10 21 0 124 5:15 PM 1 14 10 1 26 9 5 36 2 9 20 0 133 5:30 PM 1 25 15 1 20 5 11 31 1 6 22 1 139 LOCATION#: 21-1649-006 5:45 PM 1 19 12 2 27 9 5 23 2 2 20 1 123 TURNING MOVEMENT COUNT 6:00 PM 6:15 PM 6:30 PM Cactus Rd&Superstition Blvd unt—ecion Name) 6:45 PM 8- ITOTAL NLI NTINRI SLI STI SRI ELI -ET1 ER I WL I WT WR TOTAL _EEDNESDAY _LO/13/21 Volumes 6 168 Ill 1 6 191 78 1 85 255 8 41 165 5 1121 Day Date Approach% 2.11 58.95 38.951 2.18 69.45 28.361 24.43 73.28 2.30 20A 77.46 2.35 APPROACH LANES App/Depart 285 258 1 275 242 348 372 213 249 FAM 700AM NOttN PM Peak Hr Begins at: 400 PM Pm 4 PEAK Volumes 1 3 92 61 1 2 100 48 57 136 2 16 82 3 1 602 Approach% 1.92 58.97 39.101 1.33 66.67 32.001 29.23 69.74 1.031 15.84 81.19 2.971 AM PEAK HOUR too PEAK HR. NO N PEAK HOUR FACTOR: 0367 1 O�938 O�871 1 0.842 1 0,923 PM PEAK HOUR 400 PM CONTROL: Round a bout COMMENT 1: 0 GPS: 33,422313,-111-541570 Intersection Turning Movement Intersection Turning Movement Prepared by: A* 4FtELo DATA SERVICES OF ARIZONA,INC, V%repacitytrafficgroup *(Fg*w-LO DATA SeRvices OF ARIZONA,INC, 570.316.6745 VIreFlackytrafficgroup 520.316.6745 � N-S STREET: Cactus Rd DATE:10113121 LOCATION: ApacheJuncUon N-S STREET: Cactus Rd DATE:10/13/21 LOCATION: Apache Junction E-W STREET: Superstition Blvd DAY:WEDNESDAY PROJECT# 21-1649-006 0 E-W STREET: Superstition Blvd DAY:WEDNESDAY PROJECT# 21-1649-006 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 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 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 1:00 PM 6:30 AM 1:15 PM 6:45 AM 1:30 PM 7:00 AM 1 0 0 0 0 0 0 1.6 2 1 29 0 49 1:45 PM 7:15 AM 1 0 0 0 0 0 0 15 3 0 20 0 39 2:00 PM 7:30 AM 2 0 0 0 0 0 0 11 0 0 33 0 46 2:15 PM 7:45 AM 2 0 0 0 0 0 0 17 1 0 27 0 47 2:30 PM 8:00 AM 2 0 0 0 0 0 0 14 0 0 34 0 50 2:45 PM 8:15 AM 1 0 1 0 0 0 0 22 1 0 38 0 63 3:00 PM 8:30 AM 4 0 0 0 0 0 0 12 1 0 34 0 51 3:15 By 8:45 AM 4 0 1 0 0 0 0 21 1 2 33 0 62 3:30 PM 9:00 AM 3:45 PM 9:15 AM 4:00 PM 2 0 1 0 0 0 0 49 1 0 38 0 91 9:30 AM 4:15 PM 0 0 0 0 0 0 0 52 3 1 25 0 81 9:45 AM 4:30 PM 0 0 2 0 0 0 0 49 3 2 27 0 83 10:00 AM 4:45 PM 0 0 0 0 0 0 0 34 2 1 23 0 60 10:15 AM 5:00 PM 1 0 4 0 0 0 0 43 2 1 13 0 64 10:30 AM 5:15 PM 0 0 3 0 0 0 0 40 0 2 26 0 71 10:45 AM 5:30 PM 1 0 0 0 0 0 0 42 2 0 27 0 72 11:00 AM 5:45 PM 0 0 0 0 0 0 0 38 2 0 33 0 73 11:15 AM 6:00 PM 11:30 AM 6:15 PM 11:45 AM 6:30 PM 6:45 PM ITOTAL N1- I NT I NR L_jL_j ST I SR I EL ET ER WL WT WR I TOTAL Volumes 17 0 2 000 128 9 3 24 0 407 ITOTAL NL I NT I NR I S I ST I SR EL I ET I ER_t WL I WTI WRITOTALI Approach% 89�47 0.00 10�531##O## ##0## ##O##1 O� 93,43 6.57 120 9&880 0.00 Volumes 4 0 10 0 0 0 0 347 15 1 7 212 0 1 595 App/Depart 19 0 1 0 12 137 130 251 265 Approach% 28.57 0.00 71.431#### #### ####1 0.00 95.86 4.141 120 96.80 0.001 AM Peak Hr Begins at: 800 AM App/Depart 14 0 1 0 22 362 357 1 219 216 1 PM Peak Hr Begins at: 400 PM PEAK Volumes 1 11 0 2 0 0 0 69 3 2 139 0 1 226 1 PEAK Approach% 1 84.62 0.00 15.381##0## #### ####1 0.00 95.83 4.17 1.42 98.58 0.001 1 Volumes 1 2 0. 3.001#0 # #0 # #0 0 184 9 4� 113 0.001 315 1 Approach% 40.00 000 60 ## ## ###1 0.00 95.34 4.661 342 96.58 0 PEAK HR. FACTOR: O�650 1 0.000 1 0.783 O�928 1 0,897 PEAK HR. FACTOR: O�417 1 0�000 O�877 O�770 1 0,865 CONTROL: I-Way Stop(NB) COMMENT 1: CONTROL: I-Way Stop(NB) GPS: 31422350,-111.533124 COMMENT 1: 0 GPS: 33.422350,-111,533124 Intersection Turning Movement Prepared by� DA,,.- or Aamau-h-c- Intersection Turning Movement Prepared by: A* 4FtELo DATA SERVICES OF ARIZONA,INC, �Vlfepacifytrafflcgroup Project 21-1649-007 N-S STREET: Idaho Rd DATE:10/13/21 LOCATION: Apache Junction TMC SUMMARY OFIdaho Rd&Amche Trail E-WSTREET: ApacheTrail DAY:WEDNESDAY PROJECT# 21-1649-007 LAII NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SIR EL ET ER WIL WT WR TOTAL F I E LF:-fl'R- LANES: 1 1�5 J-5 1 2 0 1 2 1 1 2 1 6:00 AM 6:15 AM 6:30 AM 6:45 AM Apache Trail Apache Trail 7:00 AM 0 38 17 1 39 4 7 3 3 9 5 1 127 7:15 AM 2 52 11 2 is 7 4 5 1 13 8 1 154 7:30 AM 1 55 14 0 51 6 3 4 1 9 6 0 150 Am MD PM T 7:45 AM 2 48 13 0 43 7 5 8 0 18 9 1 154 TOTAL AM MD Im 8:00 AM 3 59 19 1 26 10 7 8 4 5 6 1 149 81 37 44 MNTROL 5 6 8:15 AM 3 51 12 0 35 11 5 6 5 11 10 1 150 > 65 25 40 E----> <— 30 38 8:30 AM 3 60 19 0 40 15 13 7 4 7 6 2 176 — 8:45 AM 1 67 25 1 77 18 12 4 2 12 8 1 228 30, 15 15 35 9:00 AM 9:15 AM 9:30 AM 9:45 AM Z\ 1 10:00 AM ....................- ---------- 10:15 AM K 7: 8 10:30 AM LOCATION#: 21-1649-007 10:45 AM 11:00 AM TURNING MOVEMENT COUNT 11:15 AM Idaho Rd&Apache Trail 11:30 AM (Inte—Cion Name) 11:45 AM _�LEDNESDAY _LO/13/21 ITOTAL NIL I NT I NR SLI STISR1 ELI ETIERI WIL I WT I WR I TOTAL Day Date Volumes 15 430 13011 5 359 78 1 56 45 20 1 84 5' 1211 0 Approach% 1 1 74.78 22,6 1.13 81.22 17J551 4628 37.19 16,531 56,00 3&67 533 APPROACH LANES COUNT PERIO App/Depart 575 494 1 442 463 121 180 1 150 151 AM 711AM 111AM AM Peak Hr Begins at: 800 AM PM 40OPM COMM PEAK Volumesh 10 237 75 1 2 178 54 37 25 15 35 30 5 703 Approac 3.11 73.60 23.291 0.85 76.07 23.081 48.05 32.47 19.481 50.00 42.86 7.14 AM PEAK HOUR 800 AM PEAK HR. NOON PEAK HOUR FACTOR: 0366 0.609 0.802 0.795 0,771 PM PEAK HOUR 400 PM CONTROL: Signal COMMENT 1: GPS: 31419072,411,546081 Intersection Turning Movement *(F,'kFLO DATA SERVICES OF ARWONA,INC, vVeracitytrafficqroup 520.316.6746 N-S STREET: Idaho Rd DATE:10/13/21 LOCATION: Apache Junction 0 E-W STREET: Apache Trail DAY:WEDNESDAY PROJECT# 21-1649-007 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1�5 1,5 1 2 0 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 3 69 29 1 78 18 14 13 3 26 13 2 269 4:15 PM 4 68 27 3 70 17 12 11 5 15 6 1 239 4:30 PM 1 53 19 1 82 16 11 7 2 22 13 1 228 4:45 PM 3 41 26 2 70 12 7 9 5 18 6 2 201 5:00 PM 3 60 26 2 69 15 8 13 1 19 12 0 228 5:15 PM 2 56 22 1 78 12 13 10 6 15 14 0 229 5:30 PM 1 43 19 1 66 13 7 10 4 25 12 0 201 5:45 PM 2 40 26 0 78 8 11 7 2 30 6 3 213 6:00 PM 6:15 PM 6:30 PM 6:45 PM ITOTAL NL I NT I NR L— ST ISRI ELI ETIERI WL I WT WR TOTAL Volumes 19 430 194 5 1 Ill 1 83 80 28 1 170 82 9 1808 11 9j Approach% 2.95 66.87 30.17rl 54'82 19 15.571 43.46 41.88 14.661 65A3 31.42 3.45 App/Depart 643 522 713 789 191 285 1 261 212 PM Peak Hr Begins at: 400 PM PEAK Volumesh 1 11 23 1 101 7 300 63 44 40 15 81 38 6 937 Approac % 1 3,21 67.35 29.451 1.89 81.08 17.031 44.44 40.40 15.151 64.80 30.40 4.801 PEAK HR. FACTOR: O�849 1 O�934 0.825 O�762 O�871 CONTROL: Signal COMMENT 1: 0 GPS: 33.41,9072,-111,546081 The Havenly—Apache ]unction, AZ Traffic Impact Analysis APPENDIX C EXISTING PEAK HOUR ANALYSIS CW�= Cl*vTech The Havenly Existing AM The Havenly Existing PM 1:Idaho Rd&Superstition Blvd Timings 1:Idaho Rd&Sueerstition Blvd Timrgs -. i- - " t 6110,14,&,,1 Lane Configurations 0 0 t1l 11 Lane Ccrifigurabons 0 0 0 TraffloVdurre(vph) 64 77 24 134 94 114 12 90, Trdft Vdurre(vph) 54 190 40 143 133 148 13 161 FukjreV,Jc#Te(vph) 64 77 24 134 94 114 12 90 FutureVolurre(vph) 54 190 40 143 133 148 13 161 Tun Type profpt Nik w*pt INA pr,+pt NA par# NA, TLOI Type Wr" NA, prnio NA W,40 NA pa"O �A Protected Phases 7 4 3 8 5 2 1 6 Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Partrifted Phases 4 8 2 6 Detector Phase 7 4 3 8 5 2 1 6 Detector Phase 7 4 3 8 5 2 1 6 SMch Phow &Wch Prme IvIninum Intial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Mnirrum Intial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Mnirnumwlt(s) 9,5 22,5 9.5 22.5 9,5 225 9.5 22.5 mn--104 N 9S 22.5 9,5 225 9.5 M5 9.5 22,5 Total Sort(s) 17.0 31.0 14.0 28,0 18,0 42,0 13,0 37,0 Total--Oil(s) 13,0 30.0 13.0 30.0 19.0 45,0 12,0 MO Told Split M.) 17,CP/. 31,01% 1401/. 280/6 1"/. 4201/6 13,01% 37,01/. Taal Split�/.) 130% 3D,01% 130/6 30,W. 19.0% 401% IZOI/. 38,01/6 YellowTin-e(s) 3.5 3.5 3.5 3.5 3.5 a5 a5 a5 YellowTirre(s) 3.5 a5 3.5 a5 3.5 a5 a5 a5 Aff-119clTm(s) 1.0 1.0 ILO 1.0 1.0 1.0 ID 1.0 All-RaclTirre(s) 'LO 1'0 110 1,0 'LO 1.0 1�0 'LO Lost Trne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0,C) H H TOW Lost Tfrna�s) 4,5 4.5 4,5 4.5 AS 4,5 4�5 45 Tow Lost-Trne(s) 4.5 4,5 4,6 4S 4.5 4,5 A5 4,5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag LEad-Lag Oorri-? Yes Yes Yes Yes Yes Yes Yes Yes Leack2g0pbawma" Yes Yb-S Yes Yes Yes Yes Yes Yes Recall Nbde None None None None None C-Max None C-Max Recall Mode Nbne Nbne None None Nbne C-Max Nore C-Max Act Oct Green(s) 204 161 15,3 9,7 69,8 67,8 64.6 60.0 Act act Green(a) 10 14.3 17.9 11.7 692 67,0 61,9 56.1 Actuated g(C Ratio 0.20 0.16 0.15 0.10 0.70 0.68 0.65 0.60 Actuated g/C Ratio 0.19 0.14 0.18 0.12 0.69 0.67 0.62 0.56 V/C Rallo, 027 Q28 012 0,46 1112 OW 0,02 a13 V/0 Ratio Ol23 H3 1123 1140 OA9 U8 0,02 0.22 Control Delay 32.1 19.7 29.4 44.2 5.7 5.2 6.8 10.2 Control Delay 30.1 25.1 30.4 40.8 6.5 6.5 7.5 13.2 Queue,Way 0,0 0,0 W 0.0 0,0 0,0 0.0 0.0 Ou"Delay 0,0 0,0 0,0 0,0 0,0 OD 0.0 0.0 Total Delay 32.1 19.7 29,4 44,2 5,7 5,2 6,8 102 Toted We)/ 30,1 25,11 304 40,8 6,5 6,5 7,5 1a2 LOS B C 0 A A A 8 LOS C G C 0 A A A B Approach Delay 23.4 42.1 5.4 9.9 Approach Delay 25.8 38.7 6.5 12.9 Approach LOS C D A A Approach LOS C D A B CydeLeVh-.100 OjdeLeVK.100 Actuated Cyde Lergth:100 Actuated Cyde Lergth:100 Met 0(0-/.),fWwroced to 0-me ZNBTL 6,81M Start d Green Off-set:0(N.),Rebrenced to phase 2,NM aid 6 WTI,SW of Green Natural Cyde:65 Natural Cyde:65 Ca*d Typw,Actuateci-Coordinated Control,Type:Actuated-Coodnatect Mixinun v/c Raba 0.46 NbAnun v/c Raba 0.63 InbersectionSignad DdW,IR4 Intersection LOS B Intersection Signal Ddqy�204 Intersection LOR C Intersection Capacity I.Ailizabon 36.21/. ICLI Level of Service A Intersection Capaoty Utilization 48.81/. 10-1 Level of Service A A-dysis Paiod(ain)15 Analysis Period�nin)15 Splits and Phases: 1:Idaho Rd&Superstition Mid Splits and Phases: 1:IdcdhoRc1&SLpersIJtJonI3Ivd 11*01 1 tv M f"03 --*04 \001 t02fZ) -,(,03 -1004 -y" A, 4N 05 'A 07 -03 10\05 1A 07 4-03 11/01/2D21 Synchro 11 Report 11/01/2D21 Synchro 11 Report OvTedi-SIR Page 1 OvTedi-SIR Page 1 The Havenly Existing AM The Havenly Existing PM 1:Idaho Rd&Superstition Blvd HCM 6th Sig-ralized Intersection SurnTary 1:Idaho Rd&Sueerstition Blvd HCM 61h Sig-ralized Intersection Suffmary ---* -. --* f- - ,\ t Lane Cbrifigurations; 0 0 Lane Caifigurabors 0 0 TWCWUM(VEN�) 64 77 78 24 134 12 -04 114 34 12 90 41 Traft Wurne(veWh) 64 190 174 40 143 10 133 148 15 13 161 49 Future Volurre(ve[Tb) 64 77 78 24 134 12 94 114 34 12 90 41 FukireVolurre(ve") 54 190 174 40 143 10 133 148 15 13 161 49 Inifid 0(Cb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Initial 0(Cb),vah 0 0 0 0 0 0 0 0 0 0 0 0 Ped-BikeAdj(ApUo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bke Adj(A_pUT) 1.00 1.00 1.00 1M 1.00 1.00 1.00 1.00 ParWng Bua,Ad 1.00 UO 1.00 1,OD 1,OD 1.00 UO I.W 1.0D 1,OD 1.00 1,00 Parldnq 11s,A4 UO 1.0D 1,00 UO 1,OD 1,00 1,00 1,0D 1,00 1.00 1,00 1.00 Wirk Zone On Awoa& Ib % No Nlo Vb*Zone On AppDach INO Nb Nlo Nlo A41 S4 mm,vel'"n IM I= 1870 1870 1870 1870 1870 1870 I= I= 1870 18M A4 Sat now,\t*"n 1870 4870 1870 1870 1870 1870 IM 1870 1870 1870 1870 IM A4 Raw Rate,veWh 70 84 85 26 146 13 102 124 37 13 98 45 Ad Row Pate,veWh 59 207 189 43 155 11 145 161 16 14 175 53 Pe*Hour Factor U2 0,92 092 OM 0,92 092 (192 U2 O�2 092 U2 0,92 Pe*Hour Factor 0,92 Or92 OM 0,92 0,92 0,92 0,92 0,92 02 0,92 0.92 Gr92 Peroent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Paroant Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 cap,VeNh 192 166 148 169 233 21 9V 1866 M8 9W 793 364 Gap,veNh L776 280 242 172 504 35 761 2007 197 797 794 241 Arrive On Green 0.05 0.09 0.09 0.03 0.07 0.07 0.08 1.00 1.00 0.02 0.65 0.65 Arrive On Green 0.04 0.16 0.16 0.03 0.15 0.15 0.09 1.00 1.00 0.02 0.58 0.58 $1 1781 1213 557 1781 1378 417 Grp Volun e(v),ve" 70 84 85 26 78 81 102 79 82 Grp Vburre(v),ve" 59 2D4 192 43 81 85 145 87 90 14 0 228 Grp Sat R*g),veWh4q 1781 1777 M 1781 1777 1818 1781 1777 1729 1781 0 1770 Op Sat Rov�s),ve!Vhlln 1781 1777 1589 1781 1777 18M 1781 1777 1813 '17BI 0 1795 Q Sa*gs),S 3.6 4.5 5.1 1.3 4.3 4.3 1.8 0.0 0.0 0.2 0.0 3.0 Q Smte(gs),s 2.8 10.9 11.6 2.0 4.1 4.1 3.2 0.0 0.0 0.3 0.0 6.2 CydaQCIeaqg c),s 3.6 4.5 5.1 13 4,3 4,3 1,8 0.0 0.0 0.2 0,0 aO Cyde Q awr(g c),s 28 1119 11,6 20 4.1 4,11 U 0.0 0.0 03 U (12 Prop In Lane 1.00 1.00 1.OD 0,16 1.00 0.45 1,00 0.31 Prop In Lane 1.00 0.98 1,00 0,13 1,00 0,18 1,00 0.23 La-,--Grp Wq),vdVh 192 166 148 169 125 12B W 1218 1186 900 0 1157 1"Grp C*q),WVh 276 276 246 172 266 273 761 1091 1113 797 0 1035 V/C Ratio(X) 0.37 0.51 0.57 0.15 0.62 0.63 0.11 0.07 0.07 0.01 0.00 0.12 V/C Ralio(X) 0.21 0.74 0.78 0.25 0.31 0.31 0.19 0.08 0.08 0.02 0.00 0.22 Avail Cap(qja),vOM 328 471 42D 292 418 427 1089 1218 1186 IOX 0 1157 Amd!C*,q,_a),vdM 355 453 405 262 453 466 924 1091 1113 902 0 1035 HOM Ratoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 1.00 1.00 1.00 HCM Platoon Rabe 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 1.00 1.00 1.00 Upstr-Aft*I) UO 100 1,00 I.OD 1.OD 1,00 1,00 1.00 1,00 UO OOD 1,00 LlIpat-Aller(l) UD I.OD 1,0D 1,00 1.00 1.00 1�0() ILD 1,00 1,00 0.00 UO Lbiform Delay(d),s/veh 4U 43A 434 41�5 452 452 45 0,0 0.0 5.5 0,0 6.5 Uniform Delay(d),siveh 34�O 403 40,6 347 37,9 37,9 7.0 0.0 0.0 8.4 0.0 10.3 Ira Delay(c[2),skeh 12 Z4 35 OA 4�9 61 a I Q'I 01 0,0 U 02 lncrDelay(d2),�Oveti 04 3,9 53 0.7 0.6 U 01 a 1 01 0.0 ao R5 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 Initiag Q D91ay(d3),srVeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -/it-BxkCq5O-/.),vehrin 1.6 21 2.1 0,6 2.0 2.1 016 0.0 0.0 01 O'Cr 11 -/jte B5ckMW-/o),vWn 1,2 5�O 4,9 0,9 1,8 1,9 11�1 Ob 0.0 W 0.0 25 Lk og.I'viovernent Delay,s(veh Lk sg.Iviovernant Delay,s(veh Uv3pWay(d),S!veh 41b 45,5 462 41,9 5D.1 EU 4,5 0.1 01 U 0,0 V U1GrpDeIaXd),s!vdti �44 44,2 45,9 35,5 3115 386 71 0.1 0,1 84 OD 10A U-Gp LOS D D D D D D A A A A A A U-Gp LOS c D D D D D A A A A A B AWcrachVd,veh/h 239 185 263 156 Approach Vd,veWh 455 209 322 242 ApprDach Delay,s/veh 44,9 49,0 1,8 6,6 Approach Delay,s/veh 43,7 37,9 a3 10,6 Approach LOS 0 D A A Approach LOS D D A 8 Phs DuralJon(GaY+P,-),s 6,0 73A 7,1 13.8 9.2 W 9.4 11,6 Phg Duration(G+Y+Rc-),s &1 65,9 8,0 20,0 0 62.1 8,5 19.5 Change Period(Y+Pc),s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Change Period(Y+Pc),s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Mw�Green Seffing(Grrlax),a 8,5 37,5 9.5 26,5 m 32.5 IZ5 215 WGreenSelfing(Girwds 7.5 40.5 a5 25,6 14.5 M5 8.5 25,5 NU(QCearTjn,e(g_c+ll),s 2.2 2.0 3.3 7.1 3.8 5.0 5.6 6.3 max Q Gear Tirre(q_pFl 1),s 2.3 2.0 4.0 13.6 5.2 82 4,8 6.1 Green Bd Tire(pS),a 0.0 0.9 0,0 OA OA 0,8 0,1 07 Grem 81 Time(p P),8 OD 1,0 0,0 1.9 0.2 43 0,0 0,8 HCM6thCtdDeIW 2&3 HCM6thCtdDelay 25,6 HCM 6th LOS c HCM 6th LOS c 11/01/2D21 Synchro 11 Report 11/01/2D21 Synchro 11 Report OvTedi-BR Page 2 OvTedi-BR Page 2 The Havenly Existing AM The Havenly Existing PM 2:Aeache Tr&Sueerstition Blvd HCM 6th Pojidabout 2:Aeache Tr&Sueerstition Blvd HCM 6th Poi-dabad Intersacbm Delay,s/\Aeh 36 Interseclim Delay,s/veh 4 0 Intwssaclion LOS A hersaclionLOS A a*Lerm 1 1 2 2 S"Lane. 1 1 2 2 Cm1lictirg Qrde Lanes 1 1 1 1 Ca1lictirg Orde Lanes 1 1 1 1 P4 Approach Flow,vetVh 106 152 107 90 P4 AppMch Flow,vdVh 212 109 169 163 Dernand Row Rate,ve[Vh 107 155 110 92 Dernand Row Rate,velvb 216 ill 172 166 Vlehicle.Circulating,veh1h 77 105 103 156 Whales Orculating,veWh 130 168 216 Ill Vehdes ExIlng,veNh 171 108 81 104 Vehdes Exifing,veNh 147 220 130 168 Pod Vol Cf o W ng Leg,Vh 0 0 0 0 PedVd CrosargLegft 0 0 0 0 Ped Cap A4 1.000 1.000 1.000 1.000 Ped Cap A4 1.000 1.000 1.000 1.000 Approach Delay,sN� 35 4,0 33 3.3 Appoach Way,s1veh 4.6 4D U 3.5 Appreadi LOS A A A A AMoach LOS A A A A Designated Moves LTR LTR LT R LT R De§gnated Moves LTR LTR LT R LT R A"urradMeves LTR LTR LT R LT R Assurred Maves LTR LTR LT R LT R RI-Channelized RT Channelized L"Lifil 'LOOG I= 0336 0264 0,641 0,359 Lena Lifif 11000 'LODO 0,610 039) OW 0.319 Fcllovv-Up HmdmW,s 2.609 2.609 2.535 2.535 2.535 2535 FdloALlp Heaclmy,s 2 609 2.609 2.535 2.535 2.535 2.535 Offical Headway,a 4,976 4M 4,544 4Z44 4544 4.544 Crilioal Fleaclvvay,s 4.976 4.W6 4544 4.544 4.544 4,544 Bty Flow,veWh 107 155 81 29 59 33 Entry Flow,vehfh 216 ill 105 67 113 53 C�Ve"Lana,W* 1276 1240 1293 1293 1232 1232 CepltilryLamveh/h 1209 1163 1167 1167 12B4 12134 Eft HV A4 Factor 0.986 0.983 0.981 O.9ffi 0 9B2 0970 B-fty HV A4 Factor 0.982 0.9B4 0.981 0.985 0.9Bl 0.9Bl HowSrtry,veh1h 106 152 79 28 5B 32 Flow 6",vshih 212 109 103 63 Ill 52 Cap B-try,veh(h 1258 1218 1268 1248 1210 1195 Cap Ertry,vel-Vh 1186 1144 1144 1149 1259 1259 Vic Ratio OX64 0,125 U63 0,022 048 U27 V/C fto 0.179 0,095 U90 UP 0,0815 Q041 Catol Way,&'v� 3.5 4.0 3.3 3.1 3.4 3.2 Control Delay,&Veh 4.6 4.0 3.9 3.6 3.6 3.2 LOS A A A A A A LOS A A A A A A 95th I/dile Queue,veh 0 0 0 0 0 0 95th 114ile Queue,van 1 0 0 0 0 0 11/01/2D21 Synchro 11 PBpcd 11/01/2D21 Synchro 11 Raped OvTedi-BR Page 3 OvTedi-BR Page 3 The Havenly Existing AM The Havenly Existing PM 3:Royal Palm Rd&Sugerstition Blvd HCM 6th TVVSC 3:Roxal Palm Rd&Sueerstition Blvd HCM 6th TV\SC Int Delay,s(veh 0.6 Int Delay,siveh 0.5 Ccrffigurabars 4 Y Lane Ccrffiguraba-6 Traffic Va,VdVh 75 11 7 142 9 1 Tramovd,Vd-Vh 187 15 2 108 8 6 Future Vol,veWh 75 11 7 142 9 1 Future Vol,ve[,Vh 187 15 2 108 8 6 Conflicting Peda,Vhr 0 0 0 0 0 0 ConffictingRodsftr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop Sgn Control Free Free Free Free Stop Stop RtChannelizad None Now - Nene RrChannalized Nbre We - t4aro Stcnaget�ength - - 0 Storage Length - 0 Veh in Wdlan Stcragq,# 0 0 0 va'�in Nwan Sturaga,# 0 0 0 Grade,% 0 0 0 Grade,% 0 0 0 FWkHo(rP.dx W 92 T 92 W 92 ReEkHourFactor 92 M 92 W 92 92 Heavy Vehicles.% 2 2 2 2 2 2 Heavy Vehicles.% 2 2 2 2 2 2 wNrrt ROW 82 12 8 154 10 1 Writ Flow 203 16 2 117 9 7 Conflicting Row All 0 0 94 0 258 88 ConnictingRowAl 0 0 219 0 332 211 Stage I - - - - 88 stage I - - - - 211 - Stage 2 - 170 Stage 2 - 121 - onficat Huy 4�12 6,42 Critical Hdwy 4,12 6.42 6,22 critcal Faw Stg 1 - 5.42 Ontical Hdwy Stg 1 - 5.42 - Critical Hdwy*2 - 5A2 Cftcd Hd"Stg 2 5,42 - Fcllow-up Hd�W 2.218 3.518 3.318 FdlaALp HJW 2.218 3.518 3.318 Pat Cap-I Wineuver 15DO 731 970 Pot Cap-I Maneuver 1350 663 W Stage 1 935 - Stage 1 - 824 Stage,2 860 - Stege2 904 Platoon blocked,% Platoon blocked,% MdvCap-I fVlaneuver 15M 727 970 M3v C8p-1 IvIaraw 1350 6m m Mdv Cap-2 727 - Mnv Cap-2 Maneuver - 662 stage 1 935 Stage 1 824 Stage 2 - 855 Stage 2 - 902 HOMControlDelay,s 0 03 9'9 ROM Control Way,a 0 01 10.1 HOM LOS A HCM LOS B CEpadty,(vWh) m - 1500 Clop-ty(Vdvh) 725 - 1350 HCM Lane V/C Ratio 0,015 0.005 HCM Lane V/C Ratio 0,021 0,002 ROM C-nW Delay(a) 0 7.4 0 ROM Corid Ddey(a) 1011 T7 0 HOM Lane LOS A A A HCM Lane LOS B A A HCM On Wile G(veh) 0 0 - HCM95th*X([leQ(veh) 0A 0 - 11/01/2D21 Synchro 11 Report 11/01/2D21 Synchro 11 Report OvTech-SIR Page4 OvTech-SIR Page4 The Havenly Existing AM The Havenly Existing PM 4:Cactus Rd&Superstition Blvd HCM 6th TV\SC 4:Cactus Rd&Sueerstition Blvd HCM 6th TV\SC Int Delay,s(veh 0.6 Int Delay,siveh 0-3 1"1101 $111 N IIIJ La a Calfi T4 La le Ccnfigurafiom 4 V Trafflovd,ve" 69 3 2 1,39 11 2 TrAc,Vat,veWh 184 9 4 113 2 3 Future Vol,ve" 69 3 2 139 11 2 Future Vol,vd-Vh 184 9 4 113 2 3 Conflicting Fod.,#/hr 0 0 0 0 0 0 C4onffk;fingPqftVhr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop Sgn Control Free Free Free Free Stop Stop RrChadrld!Zed Nom N" - None RrChandefind Nona, None - Nore Storage L-01) - 0 Storage�ngth - 0 Vehin Madan Storagp,At 0 0 0 Wh in Mdm Storey,# 0 0 0 Grade,% 0 0 0 Gade,% 0 0 0 Peak Hour Fador 92 92 92 g2 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehides.% 2 2 2 2 2 2 WAROW 75 3 2 151 12 2 Moft HOW 200 10 4 123 2 3 ConnictingRowAl 0 0 78 0 232 77 ConfictirgRowAl 0 0 210 0 336 205 Stage I - - 77 - Stage 1 - - 205 - Stage 2 - - 155 - Stage 2 131 - (ACN Hd" 4.12 - 6,42 6.22 Oitical HdW 4A2 642 6,22 Critical Hdwy Stg 1 - 5.42 - Critical HdoN Stg 1 5.42 - Officad Hd"Sig 2 - 5A2 - GrtticadHchWStg2 - 5,42 - Fcllc,vv-up Hd\W 2.218 3.518 3.318 Follmup HJW 2.218 3.518 3.318 Pot Cap4 Manmw 1520 756 W Put Cap-I Marmver 1361 659 836 Stage 1 - 946 Stage 1 - 829 - Stage2 873 Sbege2 - 895 - Platoon blocked,% Platoon blocked,% mov calo-I manau" 1520 755 W tvbv Cap-I fvlaneuver 1361 657 M Mov Cap-2 Maneuver - 755 rvbv Cap-2 NbreAer - 657 stage 1 946 stage I m Stage 2 872 Stage 2 - 892 HCM Catrol Delay,s 0 01 9.7 HCMOdr6dDeIays 0 03 9.8 HOM LOS A HCM LOS A cepa*(Veft) 783 1,52) Capacity(VeNh) 754 - 1361 HCM Lane V/C Ratio 0,018 0.001 HCM Lane V/C Ratio 0,007 0,003 - HCMGoMrd Dft(a) 93 7.4 0 FCMQY*d Dday(a) 9.8 77 0 HOM Lane LOS A A A HCM Lane LOS A A A HCM 95th-/We Q(veh) 0.1 0 - HCM95th-/d!leO(vah) 0 0 - 11/01/2D21 Synchro 11 Report 11/01/2D21 Synchro 11 R000rt OvTech-SIR Page 5 OvTech-SIR Page 5 The Havenly Existing AM The Havenly Existing PM 5:Aeache Tr&Idaho Rd Tinirgs 5:Aeache Tr&Idaho Rd Twigs t ,O� 1- ­4 , --* - - *- 4\ t Lane Configurations r tt f 0 r 0 Larie Configurations tt r tt r 0 r I tlf� Traffic Volurne(NO) 37 25 15 35 30 5 10 237 75 2 178 TrAcVdm-e(vph) 44 40 15 81 38 6 11 231 101 7 300 FubjreVolun-e(vph) 37 25 15 35 30 5 10 237 75 2 178 FukireVolun-e(vph) 44 40 15 81 38 6 11 231 101 7 300 TLAnTwe, Prot NA Perm Prot M Perm PerM NA, Perm Perm NA Turn Type� Rd m Perm Prot t'A Perm Parm m Perm Parrn NA Pideded Phases 7 4 3 8 2 6 Protected Phases 7 4 3 8 2 6 Rarralfbed Phases 4 8 2 2 6 Pbrmft9d Phases 4 6 2 2 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 &#di Priase, Switch Phase Mnin-um Intiad(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Mnin-um Intial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 MnlrrurnSiplit(s) 9,5 2Z5 225 9,5 22.5 225 22.5 22.5 22.5 2Z5 225 Mni-Soit(s) 9,5 22,5 2Z5 9�5 22,5 W.5 22-5 29-5 2Z5 22.5 22.5 Total Split(s) 26.0 27.0 27.0 26,0 27.0 27,0 47,0 47,0 4TO 4TO 47,0 Total SiJit(s) 22,0 26,0 26,0 29.0 33,0 33,0 45,0 45,0 45,0 45,0 45,0 TOW Sort(,/.) 2601/. 27 0%. 2701/o 201% 27 fto 270% 47 09/. 4701/v 4701/6 4701/. 4701/. TOW Split M.) 2201/. 2601% 26 No 2901/6 33 04% 3301/. 45DI/o 4501/o 45 01% 4501/. 4501/6 YdIaNTine(s) 3.5 3.5 3.5 a5 3.5 3.5 a5 a5 a5 3.5 3.5 YellowTin-e(s) 3.5 3.5 3.5 a5 3.5 a5 a5 a5 a5 3.5 a5 Afl-Red Tiff a(s) 1.0 1.0 1.0 U 1,0 1'0 'LO In 1.0 ILO 'LO AI-Rad[Tirna(s) ILO ID 1.0 1�0 I'G 1�0 110 1'0 1.0 U 1.0 Lost Time Adjwt(s) 0.0 0.0 0.0 0.0 0.0 0.0 H H H H H Lost Tirre Adjust(s) 0.0 0.0 0.0 0.0 0.0 0,0 H H H H H Total Lost Tine(8) 4,5 4,5 A5 4,5 4,5 4,5 4,5 4,5 4�5 4,5 46 Total Lost Time(s) 4,5 4,5 4.5 4�5 4,5 4,5 4,5 4,5 4.5 4,5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead/1-ag Lead Lag Lag Lead Lag Lag Lead-LE19,013drd-? Yes Yes Yes Yes Yes Yes Lead-Lag Opdrri-" Yes Yes Yes Yes Yes Yes Recall Nbde None None Now None None None C�lvlax CA/lax CA/lax CA/lax CA/lax: Recall Nbd-- None None Nione !\� !\� !,� C-mbX CA/lax Cwmax CA/lax CA/lax Act Effd G-een(a) 7.8 6,6 6.6 7,6 6.5 R5 8Z3 823 823 823 8Z3 Act EfIct Gem(s) 82 V 61 103 &B 118 761 761 7V 761 761 Actuated g(C Ratio 0.08 0.07 0.07 0.08 0.06 0.06 0.82 0.82 0.82 0.82 0.82 Actuated g(C Rabc, 0.08 0.07 0.07 0.10 0.09 0.09 077 077 077 0.77 0.77 we Ratio a29 0,12 010 Q28 0,14 0,03 0.01 0.10 gOS Q00 0,09 v/c Ratio 033 0.11a 00 Q48 0�13 U4 0,02 0,10 0.09 0,01 0�15 Conb*d Delay 48.2 44.6 1.2 48.2 45.2 0.4 4.6 3.6 1.3 4.0 Z4 Wtd Delay 48.8 45.5 0.7 50.5 42.0 0.3 6.0 4.8 1.1 4.0 Z9 Qjeue Way 0.0 0,0 110 0,0 0,0 (10 0,0 U 0.0 0.0 U Queue Way 0,0 0.0 GO QO 0.0 0,0 0.0 0.0 U 0.0 0�0 Total Way 48,2 44,6 1,2 48,2 45,2 0A 4,6 3,6 13 4,0 Z4 Total Delay 48.8 45,5 0,7 50,5 42,0 03 6,0 4,8 11 4,0 29 Los 0 D A D D A A A A A A LOS D 0 A D D A A A A A A Approach Delay 38.0 43.8 3.2 2.4 Approach Delay 40.3 45.3 ag 29 Approach LOS D D A A AMoachLOS D D A A Cycle Langth:IOG Cycle Length:100 Actuated Cycle Laqh:100 Actuated Cycle Length:100 Offset 0(N.),Referenced to phase,2,NM end&SM Start of Qean Offeet,0(00%),Adbranoed to me Z MT-and&WTL,Start of Geen Niatural Cyde:55 Natural Cycle:55 Control Typm Aduated-Coordralted OmW Type:Adualed-C"driated N/laxinun v/c Rafia.0.29 Niaxinun v/c Ratio:0.48 Intersection SgrI8I Delay.10.7 Intersectm LCR B tritersection Sgrd Delay IZ8 Intersection LOS a Intersection Capacity Utilization 26.91/. ICLJ Level of Service A Intersection Capacity I.Ailization 30.21% ICLJ Level of Service A Arislysis Period(nin)15 Analysis Period(rTin)15 Splits and Phases: 5:Apache Tr&Iclaho Rd Splits and Phases: 5:ApacheTr&ldahc)Pd t02 --*04 t 021, 03 --00,4 11C 07 08 06 07 08 ffKmffffffffffffffff= 11/01/2D21 Synchro 11 Report 11/01/2D21 Synchro 11 Report OvTech-BR Page 6 OvTech-BR Page 6 The Havenly Existing AM The Havenly Existing PM 5:Aeache Tr&Idaho Rd HCM 6th Sigrelized Intersection Surnmy 5:Aeache Tr&Idaho Rd HCM 6th Sig-dized Intersection Surn-nary ONI I"I, Larie Genfiguratict-s tt r tt r 0 r tt, Lane Configurations tt r tt r 0 r tio Itaffic Vdurre(vdVh) 37 25 is 35 30 5 10 237 76 2 M TrafficVicturre(vellb) 44 40 15 81 39 6 11 231 101 7 300 63 FutureVclurne(vel-vb) 37 25 15 35 30 5 10 237 75 2 178 54 Future Volurne(veWh) 44 40 15 81 38 6 11 231 101 7 300 63 In[fiaIQ(C)b),veh 0 0 0 0 0 a 0 0 0 0 0 0 In1fidQ(Cb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bke Adj(A_pUT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-BkeAd1(AftM 1.00 1.00 1.00 1DO 1.00 1.00 1.00 1.00 Parldrig Bus,Ad tOO 1,00 10D 1.00 1.00 1M 1.0D 100 I.OD UO 1.00 4.00 Fwqr)g BA A4 IDD 1.00 1,00 IOD IOD 1-00 IDO 1,00 1,00 1.00 1,00 UO Werk Zone On Ateproach 1,40 Ib Nb w VVerk Zone On Approach w w w Nlo A4$at RON,Viet"n 1W 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 I= P4 set RM,wwn 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1W IM Adj Row Rate,veb/h 40 27 0 38 33 0 11 258 82 2 193 59 A4 Raw Rtite,veb/h 48 43 0 88 41 0 12 251 110 8 326 68 Pe*f-kDLr Factor 0.92 1192 a92 0,92 0,92 0,92 0.92 0.92 0.92 0,92 Ot92 0.92 PeekHourFador OV 0.92 0.92 OV U2 0.92 0,92 022 0.92 0.92 (192 U2 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 cap,veh/h 60 169 58 166 957 2M 1244 $72 2119 6W Cap,veh/h 66 173 114 271 817 Z13 11W 821 2206 455 Anive On Green 0.03 0.05 0.00 0.03 0.05 0.00 0.78 0.78 0.78 1.00 1.00 1.00 Arrive On Green 0.04 0.05 0.00 0.06 O.OB 0.00 0.75 0.75 0.75 1.00 1.00 1.00 1781 3554 1 802 1021 2934 604 Grp Vdune(v),ve" 40 27 0 38 33 0 11 258 82 2 125 1 Grp Volune(v),ve" 48 43 0 88 41 0 12 251 110 8 196 1�8- GrPmRo*S)1VwIyn 1781 4777 1585 1781 I-M 1555 1129 1870 1585 1040 1777 1726 Grp-1w R*S)Ivewmn 1781 IM 1585 1781 1777 1585 990 1870 1585 1024 1777 1762 Q Set*g_s),s 2.2 0.7 0.0 2.1 0.9 0.0 0.2 1.6 1.2 0.0 0.0 0.0 Q Sa*g-S),s 2.7 1.2 0.0 4.9 1.1 0.0 0.3 1.8 1.8 0.0 0.0 0.0 Cycle Q a-r(g_c),a 22 0.7 0,0 21 0,9 0,0 02 1.6 1,2 1,6 (10 0,0 CydeQ aear(g c),a V 12 0.0 4.9 1,1 0.0 0.3 18 18 U U 0,0 Prop In Lane 1.00 1.00 1,00 1.00 1.00 1.00 1,00 0.46 Prop In Lane 1.00 1,00 100 1,00 1,00 1,00 1,00 0.34 Um Grp Ceip(c),veh/h W 169 5B 166 957 2936 1244 M 1394 1 arA Lane Grp Cap(c),vdVh W 173 114 271 817 2B13 11g2 821 1336 1325 V/C Rabo(X) 0.67 0.16 0.65 0.20 0.01 0.09 0.07 0.00 0.09 0.09 V/C FWX) 0.73 0.25 0.77 0.15 0.01 0.09 0.09 0.01 0.15 0.15 Amatf Cap(q_a),ve" 383 800 383 8DO %7 2936 1244 872 1394 1354 Awil Cap(q_a),vWh 312 764 438 4013 817 2B13 119j2 821 1336 1325 HCM Platoon Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 ZOO Upst-Fifter(l) 1.01) 1,00 0.00 1,00 1,00 OOD 1.00 IM 1,OD 1,OD IDD 1.00 LJOst-Alter(l) 1.00 1,00 0.00 1.00 1,00 UD 1.00 1M 1,OD g98 0.98 0.98 Liniform Delay(d),siveh 4T8 457 U 47,8 45,9 0.0 23 25 2.4 0.0 0.0 0.0 Wiform Delay(d),siveh 477 45B U 46A 4,3,2 0.0 3.1 3.3 3.3 0.0 0.0 0.0 Incr Way(d2),sNeh 12.2 OA OD 11.8 0A 010 0.0 01 01 0.0 111 0.1 Incr Way(d2),MAEh 145 01 0.0 10.3 as 0,0 0,0 0A Q2 QO 02 02 Initial Q Delayd3),skeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(c[3),skeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Me SackM5(r/4veh/In 12 0.3 OD 1.1 Q4 0,0 OD 0,5 0.3 0.0 0,0 0.1 -/jlo l3;adOq5D-/),veh(1n 14 0.5 0.0 Z5 0,5 0,0 0.1 U 0.5 0.0 0,11 01 LA-dg.Nlaven-ent Delay,sfveh Lkr-4g.Nlovernant Delay,s(veh lLnGrpWaXd),%k,eh 60D 46A aO 59,6 46A 0.0 2A 25 Z5 QO 011 011 biGipD6*d),s/veh 62,11 46.5 OD 563 43A 0,0 3.1 3.4 U 0.0 Ot2 0.2 U-GP LOS E D E D A A A A A A U-GP LOS E D E D A A A A A A ApproachVol,wh1h 67 A 71 A 351 254 Approach Vd,velib 91 A 129 A 373 402 Approach Delay,s/\eh 54.4 53,5 25 01 Approach Delay,s/veh 54.8 52,2 a4 0,2 Approach LOS D D A A Approach LOS D D A A ft Duration(Gi-Y+Pc),s 810 7,8 93 83.0 7,9 9,2 Phs Duratim(G+Y+Rq),s 791 10,9 U 79,7 8,2 121 Change Penod(Y+Rr),s 4.5 4.5 4.5 4.5 4.5 4.5 Change Penod(Y+Rc),s 4.5 4.5 4.5 4.5 4.5 4.5 Nbx Grew Setting(Gnm)s 42.5 21.5 2Z5 425 215 225 M3x Green Setting(Grnax),a 40 24S 215 40.5 17.5 28.5 N/lax Q Gear Tirre(g_c+i 1),a 3.6 4.1 2.7 3.6 4.2 2.9 max a Geer Tirre(q_�+l 1),s 3.8 6.9 3.2 3.8 4,7 3.1 Green Ed Time(p�p),s 21 O"t Ol 1,6 0"1 0,1 Given VA Time(p--c),s 22 e2 0,1 Z6 al a2 HCW16th W Delay 11,3 HOM ft Ctd Way W HCM 61h LOS B HCM 6th LOS B User approved volurne balancing affung the lanes for turning nwernant. User approved volurre balancing arnbM the lanes for turning rroverrent. UW,aized Way for P�R V419 is excludedflorricalculations oftheappleach delay and Intersection d9W I.Insignalized Delayfor[28P,VeR isexcludedfromcatoulations,offtapproadidelayard intersechan delay 11/01/2D21 Synchro 11 Report 11/01/2D21 Synchro 11 Report OvTedi-BR Page 7 OvTedi-BR Page 7 The Havenly Existing AM The Havenly Existing PM 6:Royal Palm Rd&Scenic St HCM 6th TV\SC 6:Roxal Palm Rd&Scenic St HCM 6th TV\SC ............... Int Delay,s(veh 4-8 Int Delay,siveh 4.6 laneCcrffigurabom 44 Lane Configuratiom Tmffic\",veh/h 5 6 1 0 8 3 0 7 0 0 6 5 Traffic Vd,vah/h 4 18 1 1 12 2 0 11 1 6 8 5 Future Val,vd-Vh 5 6 1 0 8 3 0 7 0 0 6 5 Future Vol,veh/h 4 18 1 1 12 2 0 11 1 6 8 5 ConflidingFeds,ftr 0 0 0 0 0 0 0 0 0 0 0 0 C"icting Ped�,Nhr 0 0 0 0 0 0 0 0 0 0 0 0 Sigil CD&CI Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop Sw Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RrChwrdized pbne Nora NOW Nora RrChaMi;zed Nbm None None None Stuage Length Storage Length Veh in Madan Storaga 0 0 0 0 Veh in Median Storage,# 0 0 0 0 Grade,% 0 0 0 0 Grade,% 0 0 0 0 Peak Hour Factor �9 92 92 92 92 92 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles.% 2 2 2 2 2 2 2 2 2 2 2 2 Heavy Vehides.% 2 2 2 2 2 2 2 2 2 2 2 2 mot Flow 5 7 1 0 9 3 0 8 0 0 7 5 mint Flow 4 20 1 1 13 2 0 12 1 7 0 5 Conflicting Row All 12 0 0 8 0 0 35 30 8 33 29 11 ConnictingRawAll 15 0 0 21 0 0 52 46 21 51 45 14 stage I - - - - - - 18 18 - 11 11 - stage 1 - - - 29 29 - 16 16 - Stage 2 - 17 12 - 22 18 - Stage 2 - 23 17 - 35 29 - Critical Rd" 412 4A2 TV 6.52 6.22 7,12 6.52 622 Gifted Rd" 4,12 4,12 7A2 6.52 622 7.12 6152 6.22 Critical Hdwy Stg 1 - 6.12 5,52 - 6.12 5�52 - Critical Hdwy Stg 1 - - 6.12 5,52 - 6,12 5�52 - QrJcaIHdvwStg2 - 612 5,52 - 612 5.52 Critical Rd"Stg 2 - - 612 642 - 6.12 5A2 - Follow-Lp HJW 2.218 2.218 3.518 4.018 3.318 3.518 4.018 3.318 Fdlmup HJW 2218 2.218 3,518 4,018 3.318 3.518 4.018 3.318 Pot Cap-I Marieuvar 1637 1612 971 863 1074 974 864 1070 PotCap-IManwier 1603 1595 947 W 10% 948 847 1066 Stage 1 - - 1001 88D - 1010 886 - Stage 1 - - 988 871 - 1OD4 882 - Stage2 - 1002 886 - g9a 880 - staga - - 995 881 - W 871 Platoon blocked,% Platoon blocked,% MovGap-INIleneuver IBN 1612 9% &10 1074 965 861 107D MdvC@p-1 Wneuvar 1603 1595 932 843 1056 9M 844 1066 Nbv Cap-2 IvIlaneuver 958 860 - 965 861 Mov Cap-2 Nbneuver - - 932 843 - 934 844 - stage 1 9W 977 IOD7 886 Stage,1 985 868 10DI 881 Stage 2 990 886 984 877 Stage 2 979 880 964 868 HCM Control Delay,a 3 0 9,2 &13 HCMO"rdDelays 13 05 R3 9 HCM LOS A A HCM LOS A A Capacity(Vd*) 86D W 1612 945 Capacity(Vdvh) W 1603 1595 923 HCM Lane V/C Rafio 0,009 0,003 - 0.013 ROM Lane V/C Ratio 0,015 0,003 0.001 0.022 HOMControl Delay(a) R2 T2 0 0 &9 KM Qrod Oft(-.) 93 7,3 0 T3 0 9 HCM Lane LOS A A A A A ROM Lane LOS A A A A A A HCM9RhI/dlleO(veh) 0 0 0 0 HCM95th-/WeQ(veh) 0 a 0 11/01/2D21 Synchro 11 PBport 11/01/2D21 Synchro 11 PBport CivTedi-SIR Page 8 OvTedi-SIR Page 8 The Havenly Existing AM The Havenly Existing PM 7:Junction St&Royal Palm Rd HCM 6th TV\SC 7:Junction St&Royal Palm Rd HCM 6th TV\SC Int Delay,s(veh 2.8 Int Delay,siveh 2.6 OWN Lane Ccrffiguratiom 41 14, Lane Configuratiam Traf He Vd,veNh 1 18 1 2 25 3 3 4 3 0 3 6 Trafficvdi,VeWK 10 58 7 2 49 3 3 8 6 2 12 4 Future Vol,veWh 1 18 1 2 25 3 3 4 3 0 3 6 Future Vol,vel-Vh 10 58 7 2 49 3 3 8 6 2 12 4 Cafticting Ped�,Nhr 0 0 0 0 0 0 0 0 0 0 0 0 Gonflicting Peds,W 0 0 0 G 0 0 0 0 0 0 0 0 Sgn Ca*01 Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop Sgn Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RTChwnelizad Nore Nlona Kbne None RrChannet;wd Now None We Nbm Storage Lergh Storage Lergh - Veh in Medan Storage# 0 0 0 0 Veh in Madan Staeg, 0 0 0 0 Grade,% 0 0 0 0 Grade,% 0 0 0 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Pe*HourFactor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles.% 2 2 2 2 2 2 2 2 2 2 2 2 Heavy Vehicles.% 2 2 2 2 2 2 2 2 2 2 2 2 mmtf4m I 2D 1 2 27 3 3 4 3 0 3 7 MotRow 11 63 8 2 53 3 3 9 7 2 13 4 NO III ConnictingRowAl 30 0 0 21 0 0 61 57 21 59 56 29 ConnictingRowAll 56 0 0 71 0 0 156 149 67 156 152 55 Stage,I - - - - - - 23 23 - 33 33 - stage I - - - - - - 89 89 - 59 59 - Stage 2 - - 38 34 - 26 23 - Stage 2 - - 67 6D - 97 93 - artica HCmy 4.12 4,12 712 6.52 6,22 Z 12 6.52 6,92 Critical HJ" 4,12 412 Z 12 6.52 6.22 7,12 6.52 6.22 Critical Fu"Stg 1 - - 6,12 5,52 - 6A2 5�52 - Critical FUNy Stg 1 - - 6.12 5,52 - 6A2 5�52 - Critical Hd"Stg 2 - - 612 5-5� - 6,12 5M - Critical Hd"Stg 2 - - 612 652 - 6.12 552 - Fd1m,Lp HJW 2.218 2.218 3.518 4.018 3.318 3.518 4.018 3.318 Follow-up HJwy 2218 2.218 3,518 4,018 3.318 3.518 4.018 3.318 Pot Cap-I Menemr 1583 15% 934 834 10% 937 &% 1046 PbtCai>IMaww 1549 1529 810 743 997 810 740 1012 Stage 1 - - 995 876 - 983 868 - Stage 1 - - 918 821 - 953 846 - Staga,2 - - 9T7 867 - 1992 876 - Stage2 - - 943 W . 910 818 - Platoon blocked,% Platoon blocked,% MovCqA klanwer 1583 1595 924 832 1056 929 833 1046 MbvCap-I fvbnww 1549 1529 791 737 997 793 734 1012 Mov Cap-2 N/laneuver - - 924 832 - 929 833 - Mov Cap-2 Maneuver - - 791 737 - 793 734 - sbw 1 994 875 %2 867 Stage 1 912 815 946 845 Stage 2 966 866 983 875 Stage 2 924 844 888 812 OW ii�'(,(I, ,(I,Omi tim HCMOdr6dDdqy,s 04 O'S 9 &8 HCM03ntrol Defay,s 1 (13 9,5 9,7 HCIVI LOS A A HCM LOS A A Cap-ty(Vd-ih) 918 1583 1595 964 COP-ty(Whb) W 1549 1529 789 HCM Lane V/C Ratio 0,012 0,001 0.001 0,01 HCM Lane V/C Ratio 0,022 0,007 0.001 0.025 HCMOdrtrolDft(s) 9 T3 0 T3 0 8,8 HWOodral Delay(e) 9,5 7,3 0 7A 0 R7 HCM Lane LOS A A A A A A HOM Lane LOS A A A A A A HCMMh-/JIleG(voh) 0 0 0 0 HCM95thOXbleQveh) 0.1 0 0 0.1 11/01/2D21 Synchro 11 Report 11/01/2D21 Synchro 11 Report OvTech-SIR Page 9 OvTech-SIR Page 9 The Havenly—Apache ]unction, AZ Traffic Impact Analysis APPENDIX D TRIP GENERATION CALCULATIONS CW�= Cl*vTech Keystone Homes the Havenly Trip Generation Proposed October 2021 Methodology Overview This form facilitates trip generation estimation using data within the Institute of Transportation Engineer's(ITE)Trip Generation Manual,I Oth Edition and methodology described within ITE's Trip Generation Handbook,3rd Edition.These references will be referred to as Manual and Handbook,respectively.The Manual contains data collected by various transportation professionals for a wide range of different land uses,with each land use category represented by a land use code(LUC).Average rates and equations have been established that correlate the relationship between an independent variable that describes the development size and generated trips for each categorized LUC in various settings and time periods.The Handbook indicates an established methodology for how to use data contained within the Manual when to use the fitted curve instead of the average rate and when to adjustments to the volume of trips are appropriate and how to do so.The methodology steps are represented visually in boxes in Figure 3.1.This worksheet applies calculations for each box if applicable. Box I-Define Study Site Land Use Tvpe&Site Characteristics I Box 2-Define Site Context I Box 3-Define Analysis objectives Trip Types&Time Period The analyst is to pick an appropriate LUC(s)based on the subjects zoning/land use(s)/future land use(s).The size of the land use(s)is described in reference to an independent vanable(s) specific to(each)the land use(example:1,000 square feet of building area is relatively common).Context assessment is to"simply determine whether the study sites is in a multimodal setting" and"could have persons accessing the site by walking,bicycling,or riding transit."This assessment is used in Box 4.The Manual separates data into 4 setting categories-Rural,General Urban/Suburban,Dense Multi-Urban Use and Center City Core.This worksheet uses the following abbreviations,respectively:R,G,D,and C.The Manual does not have data for all settings ofall land use codes.The"General Urban/Suburban"setting is used by default. This tool will focus on vehicular trips for a 24-hour period on a typical weekday as well as its AM peak hour and PM peak hour.Other time period(s)may be of interest. Lan se pes and Si e 111111MMENNE= Homes 166 Dwelling Units 210 Single-Family Detached Housing Box 4-Is Study Site Multimodal? Per the Handbook,"if the objective is to establish a local trip generation rate for a particular land use or study site,the simplified approach(Box 9)may be acceptable but the Box 5 through 8 approach is required if the study site is located in an infill setting,contains a mix of uses on-site,or is near significant transit service." Box 5/Box 9-Estimate Baseline Trips/Estimate Vehicular Trips(Determine Equation) Vehicle trips are estimated using rates/equations applicable to each LUC.When the appropriate graph has a fitted curve,the Handbook has a process(Figure 4.2)to determine when to use it versus using the weighted average rate or collecting local data.The methodology requires for engineering judgement in some circumstances and permits engineering judgerneritto override or make adjustments when appropriate to best project(example 1:study site is expected to operate differently than data in the applicable land use code-such as restaurant that is closed in the morning or in the evening;example 2:LUC data in a localized area fails to be represented by the typically selected fitted curve/weighted average rate-a small shop/LUC 820,AM peak hour is skewed by the high y-intercept). Equation Type:Equation Used[Equated Rate](Type Abbreviations:Weighted Average Rate("WA"),Fitted Curve Type:Equation Used(Equated Rate] 193NOM Nommilill M-t'ummollm Homes FC�LN(T)=0.92*LN(X)+2.71=81 FC7 T=0.71*X+4,8[0.741 FC:LN(T)=0.96*LN(X)+0.2[1.001 Box 5/Box 9-Estimate Baseline Trips/Estimate Vehicular Trips(Apply Equations and in/out Distributions) Baseline Vehicular Trips �Homes 50% 829 829 1,658 25% 31 92 1231 63% 104 �1 65� CivTech Page 1 of I The Havenly—Apache ]unction, AZ Traffic Impact Analysis APPENDIX E TRIP DISTRIBUTION CALCULATIONS Cl-vTech =r 2030 2040 Quadrant Employment Percent Employmeni Percent < North Northwest 415 4.2% 508 4.2% (D North Northeast 326 3.3% 431 3.5% M 1< 0 North 741 7.5% 939 7.7% M East Northeast 272 2.7% 1 419 3.4% East Southeast 267 2.7% 414 3.4% C I East 539 5.4% 833 6.8% South Southeast 821 8.3% 1,122 9.2% (D South Southwest 1,490 15.1% 1,818 14.9% U) South 2,311 23.4% 2,940 24.1% West Southwest 4,329 43.8% 5,073 41.6% West Northwest 1,975 20.0% 2,421 19.8% West 6,304 63.8% 7,494 61.4% Totals 9,894 100.1% 12,206 100.0% Radius northern limits Employment radius: 5 miles NN NNE CD 2030 2040 2030 2040 Select Analysis Year(2030, 2040, 2050) 2�3Q 2M 2Q40 2030 W W 4.2%4.2% 3.3%3.5% 2030 22LD)40 2030 2D40 an CD CD 19 8. U) (n 20.0%19.8% 2.7%3.4% CD CD 2030 2D40 2030 2D40 3 (n Cn 43.8%41.6% 2.7%3.4% WSW 2030 2040 2030 2040 15.1%14.91/o 8.3%9.2% 0 > 0 0 Emp% SSW SSE 0' > CD CL C) x southern limits m LU x 0 a 5-mile radius < CL 2030 2040 %of 2030 2040 2030 2040 %of 2030 2040 0. RAZ MPA Emplayrrat Erroaynimt TAZ Adjusted Adjusted RAZ MPA Employrrat Errocyrrat TAZ Adjusted Adjusted 0 E NNW NNE 352 AJ 2,374 2,900 15% 356 435 337 MC 233 225 5% 12 11 337 MC 233 225 5% 12 11 352 AJ 2,374 2,900 2% 47 58 353 AJ 2,367 3,098 2% 47 62 353 AJ 2,367 3,098 10% 237 310 - - - - 409 PC 1,486 2,591 2% 30 52 co 0 z E 0 E 0 CL E LU 0 2% 0) From NNW 415 508 From NNE 326 431 > From North 741 939 CL LU x 0 a 5-mile radius < CL 2030 2040 %of 2030 2040 2030 2040 %of 2030 2040 a RAZ MPA EmplapTat Erroaymmt TAZ Adjusted Adjusted RAZ MPA Employmmt Errocyrrat TAZ Adjusted ±djusted 0 CL E ENE ESE 337 MC 233 225 2% 5 5 409 PC 1,486 2,591 10% 149 259 409 PC 1,486 2,591 10% 149 259 353 AJ 2,367 3,098 5% 118 155 353 AJ 2,367 3,098 5% 118 155 - - - - CY) 0) co w E 0 E 0 E w 0 2% From ENE 272 419 From ESE 267 414 > From East 539 833 UJ x 0 a 5-mile radius < CL 2030 2040 %of 2030 2040 2030 2040 %of 2030 2040 5- RAZ MPA Emplayrrat Erroaynimt TAZ Adjusted Adjusted RAZ MPA Employrrat Errocyrrat TAZ Adjusted ±djusted 0 CL E SSE SSW 353 AJ 2,367 3,098 20% 473 620 353 AJ 2,367 3,098 10% 237 310 409 PC 1,486 2,591 5% 74 130 350 AJ 2,735 3,727 10% 274 373 350 AJ 2,735 3,727 10% 274 373 351 AJ 4,899 5,679 20% 980 1,136 co 0 cn E 0 E 0 E LU 0 2% 0) From SSE 821 1,122 From SSW 1,490 1818 From South 2,311 29 0 UJ x 0 a 5-mile radius < CL 2030 2040 %of 2030 2040 2030 2040 %of 2030 2040 a RAZ MPA Emplayrrat By0aynimt TAZ Adjusted Adjusted RAZ MPA Employrrat BTOoyrrat TAZ Adjusted Adjusted 0 CL E WSW WNW 353 AJ 2,367 3,098 10% 237 310 352 AJ 2,374 2,900 78% 1,852 2,262 351 AJ 4,899 5,679 80% 3,919 4,543 353 AJ 2,367 3,098 5% 118 155 352 AJ 2,374 2,900 5% 119 145 337 MC 233 225 2% 5 5 350 AJ 2,735 3,727 2% 55 75 - - - - LO 0) co E 0 E 0 E w C 0 2% a) From WSW 4,329 5,073 From WNW 1,975 From West 6,304 7. 9 T) The Havenly—Apache ]unction, AZ Traffic Impact Analysis APPENDIX F BACKGROUND GROWTH CALCULATIONS CW�= Cl*vTech The Havenly Background Traffic Calculations Location of counts: Idaho Road at Superstition Boulevard Source(s): https://www.apachejunctionaz.gov/290/Traffic-Counts Year Volume Start 2013 7,698 End 2016 8,942 AAGR 5.1% Exp Factor 1.162 Growth Rate Used 5.1% Per-Year Multiplier 1.051 Expansion Year Factor(s) 2021 1.000 2022 1.051 2023 1.105 Opening 2024 1.161 2025 1.220 2026 1282 2027 1.348 2028 1.417 2029 1.489 2030 1.565 2031 1.644 2032 1.728 2033 1.816 2034 1.909 2035 2.006 2036 2.109 2037 2.216 2038 2.329 2039 2.448 2040 2.573 2041 2.704 2042 2.842 2043 2.987 2044 3.140 2045 3.300 2046 3.468 2047 3.645 2048 3.831 2049 4.026 2050 4.231 2051 4.447 2052 4.674 2053 4.912 C1VTeCh Appendix F Page 1 Oct-21 The Havenly—Apache ]unction, AZ Traffic Impact Analysis APPENDIX G 2023 NO BUILD PEAK HOUR ANALYSIS Cl,�05= C*IvTech Z:7 The Havenly 2023 Background AM The Havenly 2023 Background PM 1:Idaho Rd&Superstition Blvd Tinings, 1:Idaho Rd&Sueerstition Blvd Tinirigs Larie Caifiguratia-is 0 tIP tIP Lare Ccinfiguraboris 0 0 Traffic mdurre(Vph) 71 85 27 148 104 126 43 99 Traffic Vdum(vph) 60 210 44 15B 147 164 14 178 Future Volun-e(vph) 71 85 27 148 104 126 13 99 Future Volturno(vph) 6D 210 44 158 147 164 14 178 Turn TWe WH# NO, Wript NA, WrIpt NA pi" INA Turn Type poro rA prifo NA pr� �A pro+pt tA Protected Phases 7 4 3 8 5 2 1 6 Protected PIrases 7 4 3 8 5 2 1 6 Pernitbed Phases 4 a 2 6 Pamifted Phases 4 8 2 6 Detector Phase 7 4 3 8 5 2 1 6 Detector Phase 7 4 3 8 5 2 1 6 SMch Phase SMch Phase Winn Intal(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Mnirrum Initied(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 MnmmSpfit�s) 9,5 22.5 9,5 22,5 R5 225 R5 22.6 Win-S41t(a) 9.5 22b 9,5 22.5 9,5 22.5 9.5 22.5 Total Split(s) 17.0 31.0 14.0 28,0 18,0 42,0 13,0 37,0 Total Soit(s) 13.0 30.0 13,0 30.0 19,0 45,0 12,0 3&0 To"Spot(-/.) 117.09% 31,01% 401% 28.01/6 18,01/6 42,01% 13,01/. 3T(r% TOW Spit(IN 1&01/. 3D,01/. 13'OD/. 30,01% 19.01% 45DI/o 1201/6 38,01/. YellowTin-e(s) 3.5 3.5 3.5 a5 a5 3.5 a5 a5 Yellow"rime(s) 3.5 3.5 3.5 a5 a5 a5 a5 a5 At-Rad Tirre(a) 1.0 10 1.0 1.0 to 110 'LO 1.0 All 4;4ad Ti too,(a) 10 ID W l'O 1.0 1.0 'LO ID Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0,0 H H Tcu Lost mr-re,(S) 4,5 4,5 4.5 4,5 L5 4�5 45 4,5 Teat Lost Time(a) 4.5 4.5 4,5 4,5 L5 4,5 4�5 4,5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Opltirrt-? Yes Yes Yes Yes Yes. Yes Yes Yes Lead-Lag Optird2e? Yes Yes Yes Yes Yes Yes y8s Yes Recall Mode Nbrie None None None Nore C-Mm( Norie C-Max Recall Nbde Nbne None Norie Norte Norie C-Max None C�Max Act Effd Gaeri(a) 202 145 15.8 IQI 69,2 67A 6Z8 57.0 Act Oct Geer(a) 202 15.2 Ia9 12.6 68,2 63.9 60.5 %7 Actuated g(C Patio 0.21 0.14 0.16 0.10 0.69 0.67 0.63 0.57 Actuated g(C Rate 0.20 0.15 0.19 0.13 0.68 0.64 0.60 0.55 WeRatio, 0,29 0,34 0,13 0,48 OA4 ROB UO2 OA5 Wo Ratio q25 0,65 025 0,41 022 U9 0,02 025 Catel Delay 32.0 20.7 28.9 44.7 6.0 5.4 7.2 11.1 Control Delay 29.7 24.8 30.0 40.3 7.1 7.9 8.0 14.4 cueue Dday OD OD 0.0 10 0.0 110 0.0 0.0 0j"Delay 0.0 0,0 0.0 0.0 0.0 0,0 0.0 U Total Delay 32,0 20,7 28,9 44,7 6,0 5,4 7,2 11A Total Delay 29,7 24,8 30,0 403 7,1 7,9 8,0 14.4 LOS C C C D A A A 8 LOS C C 0 D A A A 8 Approach Delay 24.0 42.5 5.6 10.7 Approach Delay 25.5 38.2 7.6 14.0 Approach LOS C D A B Appoach LOS 0 D A 8 C�ck,LWOIX 100 Cycle LeVIT 100 Actuated Cycle LerKjth:100 Actuated Cycle LeVh:100 Offisek 0(0-/.),Refer enc ad to me 2 NM 6 SM Start of Green Offset 0(0%),Refierenc W to phase 2N BI L and SM Start of G sE n Natural Cyde:65 Natural Cyde:65 Central Type Actuated-Coordnated Cwbd Type:Actuated-Coordinated [Vla�nun v/c Rafia 0.48 Nia�inm v/c Rafia 0.65 Inteaedon SigrvI Delay.19.8 Intersection I.W.B Intersection Sigrid Way.207 intersection LOS:C Intersection Capacity Utilization 38.01/. lCtJ Level of Service A Intersection Capacity I.Ailizabon 51�91% ICLJ Level of Service A Analysis Foriod�rrin)15 Analysis Period(nin)15 Splits and Phases: I:ldahoRd&Suqmrs;lJtionBvd Splits and Phases: 1:Idaho Rd&-cuperstition Bvd 11*01 tv(R) f"03 --*04 \001 t02fZ) -,(,03 -1004 MEMEMEEMEMEMED!11 A, �Emmzn] 05 'A 07 -cs 05 1#07 4-03 i MMENERNMENINMEA ME=Immmmmmmmm 11/01/2D21 Synchro 11 Report 11/01/2D21 Synchro 11 Report CivTedi-BR Page 1 CivTedi-BR Page 1 The Havenly 2023 Background AM The Havenly 2023 Background PM 1:Idaho Rd&Superstition Blvd HCM 6th Sgr-dized Interseclion Summy 1:Idaho Rd&Sueerstition Blvd HCM 61h Sg-dized Intersedon Suffnary t 1A. \. --* , -,* f- - *- q\ t L"Caifigurations 0 0 0 Lare GaIgurabors 1 0 TraffioVolurne(W-M) 71 85 86 27 148 13 104 126 38 13 99 45 TraffloViclurna(vehh) 60 210 192 44 159 11 147 164 17 14 178 54 Future Volurne(veh1h) 71 85 86 27 148 13 104 126 38 13 99 45 FulureVolurne(vel1h) 6D 210 192 44 158 11 147 164 17 14 178 54 Initial Q(Cb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Initial 0(Cb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-E§keAd1(AjaUT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-BkeAdj(A_pUD 1.00 1.00 1.00 1M 1.00 1.00 1.00 1.00 ParWn,g INA Ac# UO UO I.OD 'LOD 1.0D UO 1.00 1.00 1.00 1.00 1,00 1,00 PWng Buss,Ad 1.00 i.OD 1.0D 1.00 1.0D i.OD 4,00 4,00 IDO 1D(Y 1,00 IDO Wyk Zone On Approach 1\10 % No % Wyk Zone On Approach Nb No % % A4$at Rm,vehWIn 1870 1870 1870 1870 1870 1870 1870 18M 1870 1870 1870 1870 A4 Sat How,vehWIn 1870 1870 1870 1870 1870 I= 1870 187D 1870 1870 1870 1870 Adj Row Rate,veh/h 77 92 93 29 161 14 113 137 41 14 108 49 Adj Row Rate,vd-Vh 65 228 209 48 172 12 160 178 18 15 193 59 Fla*Hour Factior 0,92 0.92 0,92 0.92 0.92 0.92 Q92 OV (t92 0,92 02 0,92 Ra*FburFbdor (t92 a92 0,92 092 a92 0-92 092 0.92 092 092 Ot92 (L92 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cop�veNh 200 179 W 175 250 92 9C6 1836 531 877 784 356 cap,vewh 287 V 263 M 547 38 723 M 195 763 765 234 Arrive On Green 0.05 0.10 0.10 0.03 O.OB 0.08 0.08 1.00 1.00 0.02 0.64 0.64 Anive On Green 0.04 0.17 0.17 0.04 0.16 0.16 0.10 1.00 1.00 0.02 0.56 0.56 Sat Flow,veft 1781 2719 787 1781 4218 553 1781 1375 420 Grp Vblurre(v),ve" 77 92 93 29 86 89 113 88 90 14 0 157 Grp Vblune(v),ve'vb 65 226 211 48 90 94 160 96 100 15 0 2E2- Op Sat S*s),veWMn 1781 1777 1585 1781 1777 1819 1781 1777 1729 1781 0 1771 GrpsatR*s)'Veh/mn 1781 1777 1589 1781 4777 18M 1781 1777 1812 1781 0 1795 Q Smte(gs),s 3.9 4.9 5.6 1.5 4.7 4.8 2.1 0.0 0.0 0.3 0.0 3.5 Q Sei*gs),s 3.0 12.1 12.8 2.2 4.5 4.5 a7 0.0 0.0 0.4 0.0 7.2 Cycle Qaear(g_c),s 3.9 4.9 5,6 1.5 4.7 4,8 21 0,0 U 0.3 qO 3.5 Cycle QOeaqg c),s 3,0 IZI 1Z8 2.2 4.5 46 V QO 0.0 Q4 al) '72 Prop In Lane 1.00 1.00 100 0,16 1,00 0.46 1.00 0,31 Prop In Lane 1.00 0.99 1.00 0,13 1,00 0.18 1,00 0.23 Lam Gp C*c),vWh 200 179 16D 175 134 138 �W 120D 1167 877 0 1140 Lam Grp C,*c)veh/h 287 2@a 266 176 288 297 723 1063 1084 763 0 9W V/C Raflo(x) 0.38 0.51 0.58 0.17 0.64 0.65 0.12 0.07 0.08 0.02 0.00 0.14 V/C Rado(X) 0.23 0.76 0.79 0.27 0.31 0.32 0.22 0.09 0.09 0.02 0.00 0.25 Avail Cap(ijja),vehb 328 471 42D 295 418 427 1061 12DO 1167 100D 0 1140 Avail Wq_a),vaNh 364 463 405 261 453 466 876 1063 1084 866 a 999 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 1.00 1.00 1.00 HCM Ratoon Rare 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 1.00 1.00 1.00 LAPstrearnriften(l) IM 1.0D 1.0D 1,00 1,00 IM 1�0() 1,00 1,OD 1,00 0.01) 10 1.14-Alter(l) 1.00 1,00 1'OD 1,00 1,00 1,00 099 0.99 0.99 100 UO 1.00 Lhiform Delay(d),siveh 3R8 426 429 4U 44�9 44�9 43 0,0 0,0 5,8 0.0 TO Wiform Delay(d),siveh 33�O 397 40,0 33.7 3TO 37.0 T6 0.0 0.0 9.2 0.0 11.4 lncrDelay(c!2),s�� U Z3 3,3 04 4,9 &1 0.1 0.1 0.1 QO 0.0 U IncrDday(cI2),s/veh 04 3,9 6A 018 0,6 0.6 012 02 0.2 aO OD Q6 Initial Q Delay(d3),&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 Initial Q Dday(d3),s&,eh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 'Ale l3adCq5O1/q),veMn 1,8 23 Z3 01 22 23 0,6 0,0 OD CA 0.0 13 %le-BwkOfqW/.),vWn 1.3 &6 5.4 1,0 20 21 12 01 at 0,11 (LO 29 Lk-sg.Movement Delay,siveh Lh-dg.I'viovernent Delay,s/veh LrV3PDdaw1J)1S/Veh 41,0 40 46.2 414 49.8 59.0 4,9 0.1 (LI U OtO 72 UVGrpW*Cqs!veh U3 43b 46.1 34,6 37,6 3T6 77 0.2 0.2 R2 (10 W b-GP LOS D D D D D D A A A A A A U-Gp LOS C D D C D D A A A A A B Approach Vat,vdvh 262 2X 291 171 Approach Vd,vdVh 502 232 356 267 Approach Delay,sfveh 44.2 487 20 T1 Approach Delay,sNeh 433 3TO a6 119 Approach LOS D D A A Approach LOS D D A I lif Phs Duration(G�Y+Rb),s 6.1 710 7.S 14,6 93 68,9 9.8 121 Phs Duration�G+Y+Rb),s 62 643 8.2 213 10.4 60A 8.7 2),7 Change Period(Y+Pc),s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Change Pored(Y+Pc),s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Selling(Gim),a 8.5 37.5 9.5 26.5 135 32�5 125 235 Max Grew Sieffing(Gram),s 75 405 a5 25.5 14,5 US &5 25.5 Max Qaear-Tirre(gj�Fll),s 23 2.0 3.5 7.6 4.1 5.5 5.9 6.8 Max Q Gear Tirre(q_jc+1 1),s 2.4 2.0 4.2 14.8 5.7 9.2 5,0 6.5 Green EATIrm(p-p),s U ti U 0,9 012 0,9 OA 0,8 Green VA Tin's(p_p),s 0,0 12 (LO ZO 03 1�5 0.0 09 HOM 6th Ctd Dalay 25.1 HOM6thChiDelay 25�6 HCM 6th LOS C ROM 6th LOS C 11/01/2D21 Synchro 11 Report 11/01/2D21 Synchro 11 R� OvTech-BR Page 2 OvTech-BR Page 2 The Havenly 2023 Background AM The Havenly 2023 Background PM 2:Apache Tr&Sueerstition Blvd HCM 6th Pofficlabout 2:Apache Tr&Sueerstition Blvd HCM 6th Poffxbbod IntersecUnn Delay,s/veh 37 Intersecbm Delay,s/veh 4 2 InterseciJon LOS A Intersection LOS A Entry Lanes 1 1 2 2 Erq Lanes 1 1 2 2 Conflicting Qrde Lanes 1 1 1 1 Connictirg Orde Lanes 1 1 1 1 A'4 Appreach f Icw,veh/h 117 169 119 99 A4 Awtach Flow,veNh 233 122 187 181 Den-and Raw Pate,velvb 120 172 122 101 Demand Row Rate,veM 237 124 190 184 Vehicles Circulating vetVh 66 116 115 173 Vehdes Orculating ve" 145 185 237 124 Velicles Bdfing,vehvb 188 121 91 115 Velides;FAting,veWh 163 242 145 185 Ped Vol Oessing Leg,0 0 0 0 0 Ped Vd Crossirg L%-Mh 0 0 0 0 Ped Cap Ad 1.000 1.000 1.000 1.000 Ped CapM 1.000 1.000 I.COO 1.000 Appir,dach Delay,S�vsh 3.7 4,2 33 34 Aq-ach Delay,skeh 4,8 41 3.9 3,6 Appoach LOS A A A A Approach LOS A A A A Designated Moves LTR LTR LT R LT R Designated Moves LTR LTR LT R LT R Asaun�ed]Mcvw LTR LTP LT R LT R AssurTed Meves. LTPI LTR LT R LT R RT Channelized RTChannelized Lane Lffif IODD U00 0,730 o270 Q644 a356 Lane LYdI 1.000 11000 0,611 0389 0,679 U321 FcllcvvUp Headvvay,s 2.609 2.609 2.535 2.535 2.535 2535 Fd[oALJp Headvey,s 2.609 2.609 2.535 2.535 2535 2.535 Critical Peadmly a 076 4�M 4.544 4,544 4�544 4.544 Orfficd Headway,s 4,976 4,976 4,544 4.544 4.544 4.W Bty RaN,veWh 120 172 89 33 65 36 Bty Flow,veh/h 237 124 116 74 125 59 C,qpEr&yL",vehb 1254 1226 1279 1279 1213 1213 caps"Lane,"Vem 1190 1143 1145 1145 1269 1269 Butry HV Ail Factor 0.978 0.983 0.9BI 0.970 0 9B2 0972 Eft HV A4 Factor 0.982 0.984 0.981 0.9B6 O.9B1 0.9B3 HowErAry,veh/h 117 469 87 V 64 35 flow Entry,veh/h 233 122 114 73 123 58 Cap Ertry,veNh 1236 12D5 1254 1240 1191 1180 Cap Entry,veh/h 1169 1124 1123 1129 1244 1247 VICFWO 0,095 0,140 070 O-Oz 054 Q030 V/C Faun, 0199 0109 0.101 0,085 0.0990,047 Ca*d Delay,stv� 3.7 4.2 3.4 3.1 3.5 3.3 Catrol Delay,&'veh 4.8 4.1 4.1 3.7 3.7 3.3 LOS A A A A A A LOS A A A A A A 95th'/,ble Queue,van 0 0 0 0 0 0 95th 114ile Queue,van 1 0 0 0 0 0 11/01/2D21 Synchro 11 Raped 11/01/2D21 Synchro 11 Raped Ov'rech-BR Page 3 OvTech-BR Page 3 The Havenly 2023 Background AM The Havenly 2023 Background PM 3:Royal Palm Rd&Sugerstition Blvd HCM 6th TVVSC 3:Roxal Palm Rd&Sueerstition Blvd ROM 6th TV\SC Int Delay,s(veh 0-7 Int Delay,siveh 0.5 Lane Unfigurabom 4 Y La le Cbrifigurabom 4 Y TraftVd,V66h 83 12 8 157 10 1 TrafficVot,vehfin 2U7 17 2 119 9 7 Future Vol,vel 83 12 8 157 10 1 Future Vol,veWh 2D7 17 2 119 9 7 Conflicting Pecla,Or 0 0 0 0 0 0 Corficting Ped%Affir 0 0 0 0 0 0 Sw Control Free Free Free Free Stop Stop Sgn Control Free Free Free Free Stop Stop RMennefized Nom None - None RtChannefized We None - None Storage Lergth - 0 Storage Length - 0 Veh in Wen StcraA# 0 0 0 Veh in MedmSodiga# 0 0 0 Grade,% 0 0 0 Grade,% 0 0 0 Reek Four Factor 92 92 92 9Z 92 92 ReakHourFack3r 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicl[Era% 2 2 2 2 2 2 Mot Row 9D 13 9 171 11 1 Wwd Flow 225 18 2 129 10 a ConflictingRawAll 0 0 103 0 286 97 Conflicting Row P41 0 0 243 0 367 234 sow I - - - 97 - Stage I - - - - 234 - Stage 2 - 189 - Stage 2 - 133 - Cdcal Fbvy 412 a42 6,22 Crificel HcKW 4.12 6.42 6.22 Ontical Hdwy Stg 1 - 5.42 - Critical Hdvy Stg 1 - 5.42 - Ortfical HJM Stg 2 5A2 - Cdce)HJWStg2 - 5,42 - Fdlo,A,Lp HcfW 2.218 3.518 3.318 Follow-up FdW 2.218 3.518 3.318 Pot CapI WmLw 1489 704 959 Pot Oap4 h4aneuver 1323 633 SW Stage 1 - 927 - Stage 1 - 805 Stage 2 843 - Stage 2 - 893 Platoon blocked,% Platoon blocked,% Mov Cap-1 Nianeuver 1489 699 950 NWCap-I Nbrieuver 1323 632 8Z lvbv Cap-2 PvbreAer - 699 - Mnv Cap-2 lvbnwvff - 632 Stage,1 927 stage 1 605 Stage 2 837 Stage 2 891 NO ROM Catd Delay,s 0 OA 101 FCMCa*dDe*,s 0 OA 10.3 HCM LOS 6 HCM LOS 6 CIT-ty(Vdvh) 717 1489 Capacity(vem) 698 1323 HCM Lane V/C Ratio 0,017 0.006 HCM Lane V/C Ratio 0,G25 0,002 HCM Controf Delay(s) 101 T4 0 ROM Contrel Delay(a) 103 7-7 0 HCM Lane LOS B A A HCM Lane LOS B A A HCMMh-/dfleC(veh) 0"1 0 - HC M 95th 1/4 11 e G(veh) OA 0 - 11/01/2D21 Synchro 11 Report 11/01/2D21 Synchro 11 Report CivTech-BR Page4 OvTech-BR Page4 The Havenly 2023 Background AM The Havenly 2023 Background PM 4:Cactus Rd&Superstition Blvd ROM Eith TVVSC 4:Cactus Rd&Sueerstition Blvd ROM Eith TVVSC Int Delay,s(veh 0.6 Int Delay,siveh 0.2 iz-�-configurauom 4 Y Lane Configurabom 4 Y Traffic Vd,\AN'Vb 76 3 2 154 12 2 Traffic Vat,veWh 203 10 4 125 2 3 Future Vol,ve" 76 3 2 154 12 2 Future Vol,vd-Vh 2D3 10 4 125 2 3 Corficting Feds,Vhr 0 0 0 0 0 0 Conflicting Peds,Vhr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop Sign CaIrol Free Free Free Free Stop Stop RrChanrdLwd We Now - Note RrChannefmd Nore None - None Storage Length - 0 Storage Length - 0 Veh in NWari Staar,# 0 0 0 Veh in Madian Storage,# 0 0 0 Grade,% 0 0 0 Grade,% 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Peak Par Factor 92 92 92 92 92 92 Heavy Vehicles.% 2 2 2 2 2 2 Heavy Vehicles.% 2 2 2 2 2 2 MM Flow 83 3 2 167 13 2 MoTt now 221 11 4 136 2 3 IN Conflicting Raw At 0 0 86 0 256 85 ConnictingRowAl 0 0 232 0 371 227 Stage I - - - 85 - stago I - 227 - Stage 2 - 171 - Stage 2 144 - Crifica H* 4.12 6,42 R22 ctmod H* 4,12 6.42 6.22 Oitcal Hdvy Stg 1 - 5.42 Critical Hdvy Stg 1 - 5.42 - Critical Hdvy Stg 2 - 5.42 OAcEfHd"Stg2 - 542 - Fol[mv-Lq)HIW 2.218 3.518 3.318 Follovv-up FUW 2218 3.518 3.318 Pot Cap-I Maneuver 1510 733 974 Pet cap�i hwamer 1336 630 812 Stage 1 - 938 - Stage 1 - 811 - Slags2 - 859 - Saga2 - Platoon blocked,% Platoon blocked,% Mov Cop�l fvbnw" 1510 722 974 Mov Cep�l fvbrw" 1336 628 812 Mov Cap-2 Maneuver - 732 - Mov Cap-2 Maneuver - 628 - Stage 1 938 Stage 1 814 Stage 2 Stage 2 880 N fl,111, Iloilo 5, FICIVICbrArd Delay,s 0 at 9.8 HCMCa*d Delay,a 0 Q2 10 HCM LOS A HCM LOS B Capacity(Valm) 754 1510 Capadty(vehtfli 727 13W ROM Lane V/C Ratio 0,02 0,001 HOM Lane V/C Ratio 0,007 0,003 Rcm Contact Delay(s) R8 T4 0 ROM Cortrd Oday(s) 10 T7 0 HCM Lane LOS A A A HCM Lane LOS B A A ROM Mh O/W I e 0(veh) 0.1 0 - HCM95th-/AeQveh) 0 0 - 11/01/2D21 Synchro 11 PBport 11/01/2D21 Synchro 11 Report Ov'rech-BR Page 5 Ov'rech-BR Page 5 The Havenly 2023 Background AM The Havenly 2023 Background PM 5:Apache Tr&Idaho Rd Things 5:Aeache Tr&Idaho Rd Tinirgs --* , ---* f- - *- 4\ t LaneCcnfigurations tt r tt r 0 r I tli� LaneCcrifiguraboris tt r tt 0 r 1 0 Traft volurne(Vol) 41 29 17 39 33 6 11 262 83 2 197 TrAevaturretvah) 49 44 17 90 42 7 12 255 112 8 = FukireVolurre(vph) 41 28 17 39 33 6 11 262 83 2 197 FukjreVbIurm(vph) 49 44 17 9) 42 7 12 255 112 8 332 Turn Type Prot �A Perm Prot M Perm Porm JIA Penn Perm Nk Turn Type Prot NA Parm PAA NA Penn Perm NA Penn Penn NA Protected Prases 7 4 3 8 2 6 Protected Phases 7 4 3 8 2 6 PerniVA Phases 4 8 2 2 6 Parrifted Phases. 4 8 2 2 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 SivAch Phase 9MCh Phase Anirrurn Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Mniam Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Mnimrn--plit(s) 9.5 99.5 2Z5 9.5 22,5 225 2Z5 225 22.5 22.5 22.5 Mnl-Split�s) 9,5 2Z6 22.5 R5 225 22.5 29-5 22,5 22.5 2Z5 22.5 Total Soit(s) 26.0 27.0 27.0 26,0 27,0 27,0 47,0 4TO 4TO 4TO 47,0 Total Split(s) 22.0 26,0 26.0 29.0 33,0 33,0 45,0 45,0 45,0 45,0 45,0 Tded Soft el.) 23094. 2701/. 2700/. "/. 27 09/. 27DI/6 4701/6 47 ft. 47 01% 4701% 4701/. Total Soft(IN 22 01% 29 N. 2106% 2901/. 3301/. 331YI. 4501% 4501/o 4501/. 4,501% 4WI. YelowTirce(s) 3.5 3.5 3.5 a5 3.5 a5 a5 a5 a5 a5 a5 YellowTin-e(s) 3.5 3.5 a5 3.5 3.5 a5 a5 a5 a5 a5 3.5 All-Red Trna,(s) ID ID ID ID 1.0 to 10 'LO 1,0 ILO to A11-ReclTirre(s) 11b 1.0 11,0 1,0 1.0 1.0 1'0, 1.0 ILO 1.0 1'0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 H H H GO GO Lost TrreAdust(s) 0.0 0.0 0.0 0.0 0.0 0,0 H GO GO GO GO Total Lost Tirne(s) 4,5 45 15 4Z 4.5 45 4,5 4,5 4.5 4.5 4.5 Total Lost Tirm(s) 45 AS 45 L5 4,5 4,5 45 4Z 45 4�5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead/Lag Lead Lag Lag Lead Lag Lag LBai-Lag Oporritze'? yes yes yes Yes yes yes Lead-Lag CptM-? Yes Yes Yes Yes. Yes Yes Recall INAccle Norte INIone Nbne INIcine None None C-Max C-Max C-Max C�Max C-Max Recall Mode None None None None Nxie Nlone C-Mcix C-Max CwMax C-Max C�Max ActEffbti3reen(s) 8D 6.6 6A 7-q 6,5 66 82.1 821 82.1 82.1 821 Act Oct Gem(s) 8A 6,8 6.8 10,0 11A 11A 'n9 73,9 7ag 73.9 73,9 Actuated g(C Ratio 0.08 0.07 0.07 0.08 0.06 0.06 0.82 0.82 0.82 0.82 0.82 Actuated g(C Ratio 0.08 0.07 0.07 0.11 0.11 0.11 0.74 0.74 0.74 0.74 0.74 We Ratio 032 013 0,11 Q30 016 0,04 aol OA1 0,07 OiOD 010 V/CMO 0,36 (12D QOB a5l OA1 103 0.02 DA2 1110 OiOl 0,17 Control Delay 48.6 44.7 1.4 48.4 45.3 0.5 4.8 3.7 1.3 4.0 2.3 Control Way 49.2 45.5 0.8 50.6 40.3 0.3 6.3 5.5 1.5 4.1 3.6 01"Delay U U 0.0 0,0 0,0 0,0 0.0 0.0 (10 Ob 0.0 auscee way (10 0,0 O'D 00 00 U 010 00 U 0.0 00 Total Way 48,6 44,7 14 48A 453 0,5 4.8 a7 13 ZLO 2.3 Total Way 49,2 45,5 0,8 50,6 403 03 63 5,5 1,5 4,11 a6 LOS 0 D A D 0 A A A A A A LOS D ID A 0 ID A A A A A A Approach Delay 38.2 43.1 3.3 23 Approach Delay 40.4 44.9 4.5 3.6 Approach LOS D D A A Approach LOS D D A A OjdeLeVIT,100 CydeLa-r,*100 Actuated Cyde Length:100 Actuated Cyde Length:100 Offsk 0(0%),Referenced to phase ZNB fL and 6,SM Start of Gieen Met:0(Ob/.),Refoeroacl to phase,�-NML"6 San,start or Green Natural Cyde:55 Natural Cycle:55 Ca*d Type,Actuated-Ocordnated CO*d Tyw.Aduate6cicordinatied Mi�mffn v/c Ratia.032 Nia�nun v/c Ratio 0.51 Intersection Signal Delay 10.8 Intersection LOR f3 Intersection Signal DdW.133 Inbersection LM,B Intersection Capacity Utilization 27.71/. ICU Levd of Service A Intersection Czpacity Utilizabon 31�80/6 IaJ Level of Service A Ardysis Period(nin)15 Analysis Pstiod(nin)15 Splits and Phases: 5:ApacheTr&ldahc)Pd Splits and Phases: 5:ApadieTr&ldahc)Pd t02 4"0,3 --*04 t 021, 03 --00,4 mmmmm""", affEmm, 06,11, 07 4-08 06 1#07 11/01/2D21 Synchro 11 Report 11/01/2D21 Synchro 11 Report OvTech-BR Page 6 OvTech-BR Page 6 The Havenly 2023 Background AM The Havenly 2023 Background PM 5:Apache Tr&Idaho Rd HCM 6th Sgr-dized Interseclion SurnTery 5:Aeache Tr&Idaho Rd HCM 6th Sg-dized Intersection-%nymry --* , ---* f- - *- 4\ t JW11 m''I W11 I-ane Configurabons tt P tt r o r ti. Lane Configirabors P tt r 0 r 0 TraftVbItM(VEM) 41 2B 17 39 33 6 11 262 83 2 197 60 TrafficVdurm(\Abh/h) 49 44 17 90 42 7 12 255 112 8 332 70 FultireVolun-e(vel1h) 41 28 17 39 33 6 11 262 83 2 197 60 FukjreVdL#m(ve1-Yb) 49 44 17 90 42 7 12 255 112 8 332 70 IniIJaJQ(Cb),veh 0 0 0 0 0 0 0 0 0 0 0 0 InIfid Q(Ch),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-BkeAd1(Ajpb1) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-l3ikeAdj(AjpUr) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rxknq Bus,M 1,OD 1,00 t0l) I.OD 1,00 1,00 1.00 I.OD 1,OD U0 1,00 1.00 Paking Bm A4 1.00 1.01) 1,00 1.00 1,00 1100 1100 1.00 1.00 too 1 DO 1.00 VbR Zone Go Approach % % Nb Nlo Vb*Zone 0n Approach l'b Nb 1\10 Nb A4 Sd Now,vd"n 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 IRO 1870 P4 Sat Flow,vel'Aft 1870 1870 1870 1870 1870 IWO IM 1870 18M I= 1870 1870 Ad Raw Rate,veh/h 45 30 0 42 36 0 12 285 90 2 214 65 Ad now Rate,veh/h 53 48 0 98 46 0 13 277 122 9 361 76 Pe*I-burFacb, 0,92 OV U2 0.92 0.92 0.92 02 092 092 OV 02 OV Peak Hc&r Fada 0.92 U2 U2 0,92 0,92 092 092 092 0.92 0,92 02 0.92 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 64 173 61 169 932 2925 1239 842 2113 625 Gap,veh/h 69 175 127 290 781 2786 1184 786 2181 454 Arrive 0n Green 0.04 0.05 0.00 0.03 0.05 0.00 0.78 0.78 0.78 1.00 1.00 1.00 Arrive 0n Green 0.04 0.05 0.00 0.07 0.08 0.00 0.74 0.74 0.74 1.00 1.00 1.00 sat 1009 2703 800 986 2928 6610 Grp Vdurne(vi,veh/h 45 30 0 42 36 0 12 285 90 Grp Vblurue(vi,ve" 53 48 0 98 46 0 13 277 122 9 218 215 Gp-Sd n*s),veh/Mn 1781 1777 1585 1781 1777 1585 1100 1870 1585 4008 1777 1726 Gp Sat F1*s),v*Nln 1781 1 T77 1585 1781 1777 1585 W 1870 1-'e5 9ffi 177 1761 Q Sa*g-S),s 2.5 0.8 0.0 2.3 1.0 0.0 0.2 1.8 1.3 0.0 0.0 0.0 Q-10*g-s),S 2.9 1.3 0.0 5.4 1.2 0.0 0.4 2.0 2.1 0.0 0.0 0.0 Cycle Q aear(g_c),s 2.6 0.8 0.0 2.3 10 00 Q2 t8 1.3 U CLO O'D CydeQ0eaqg-C)'6 Z9 1.3 al) 5.4 1,2 U 0.4 20 2,11 21 0'0 U Prop In Lane 1.00 1.00 1,00 1,00 1.00 1.00 1,00 0.46 Prop In Lane 1.00 1.00 1.00 1,00 1.00 1.00 1.00 0.35 LawGPQXKc)'vem 64 M 61 169 W2 2925 1239 842 M 1350 Lare Grp 03p(c),veNh 60 175 127 290 784 2786 1181 786 1323 1311 V/C Ratio(X) 0.71 0.17 0.68 0.21 0.01 0.10 0.07 0.00 0.10 0.10 V/C Wlo(X) 0.77 0.27 O.T7 0.16 0.02 0.10 0.10 0.01 0.16 0.17 Ar4l C�*q a�,NdVh 383 WO 383 800 9M 2MS 12M 842 1389 13M AvaR Calp(cLa),vd-Vb 312 764 435 1013 781 2786 1181 788 1323 1311 HCM Platoon P.,Ao 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 ZOO 2.00 HCM Ratoon Fbfio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 upst-Ftlta(l) 1.0) 1,00 oOD 1,00 1,01) 0,00 1,00 1,00 1.00 0,99 0.99 0.99 4-ist-rifter(l) 1.00 1.00 U) 1,01) 1,00 aOD I.OD 1,01) 1,00 US 0.99 0.98 Lhiform Delay(d),s1veh 477 4&6 U 47.7 45,8 0.0 2A 2.6 2.5 0.0 0.0 0.0 Wiform Delay(d),sfveh 4T6 45B OD 457 427 0.0 33 3.5 3.5 0.0 0.0 0.0 Incr Delay(d2),siveh 13,5 0.5 OD 127 0.6 0,0 QO 0,11 GA Q0 OA 02 Incr Way(c[2),s(Veh 163 0.8 0.0 R6 (13 GO 00 01 0,2 OD 0.3 U Initial Q Way(d3),skeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Inrial Q Delay(d3),skeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %le BackMV/q),vWn 13 0A U 1.2 04 00 0.0 0,5 0.3 0,0 0.1 0.1 -/jL-I3xkCqW/o),veMn 1.6 0,6 U 21 0 OD OJ 01 0,6 0.0 0.1 0.1 Lk-sg,Nb)en-ent Delay,s(veh U-sg.Nbverrent Delay,sIveh LrGpDd*d),s,`veh 61.2 46.1 QO 60.4 464 0.0 2A 26 Z6 OD OA 0.2 biGp Defq)�d)g� 60 467 0,0 553 43.0 OD 3.3 �3,6 37 01 0,3 0.3 U-Gp LOS E D E D A A A A A A b-Gp LOS E D E D A A A A A A Approach Vol,vd-Vh 75 A 78 A 387 281 Approach Vd,veh/h 101 A 144 A 412 446 Approach Delay,s/veh 55"1 54,0 26 01 Approach Delay,sNeh 557 51A a6 03 Approach LCS E D A A AWnach LOS E D A A ft Duration�C&Y+pd),s 821 7.0 9.4 $2.7 8A 9.3 ft Wradon(GW+W,),s 79b It6 9.4 7RO 8A 127 Change Penod(Y+Pc),s 4.5 4.5 4.5 4.5 4.5 4.5 Change Penod(Y+Pc),s 4.5 4.5 4.5 4.5 4.5 4.5 Max Grew Sotling(Grrao a 42.5 21.5 22.5 42,5 2t5 22.5 Max Green SeWng(Grrex)s 40,5 24�5 21.5 40.5 17.5 28.5 Max QClear-Tirre(g-jc+11),s 3.8 4.3 2.8 3.8 4.5 3.0 Max Q Gear Tirre(g_pFl 1),s 4.1 7.4 3.3 4,1 4,9 3.2 Green Ed Time(p 9),s 2A OA OJ t8 0"I OA Grwritk7rrm(p_c),s 24 0,2 O�2 2.9 Q1 0,2 HCM6th Cbi Delay 11,5 HCM6thCtd Dday 133 HCM 6th LOS B HQM 6th LOS B User approved volume balancing arrung;the lanes for turnrg nuverml. User approved volume balancing arrurg the lanes for turnng rroverr-lent. Unsignalized DelayforPM Vag iseduckediroancalculations offtapproactidelay"fntme�cndelW Uisignalized0dayforW VVM is excludedimmodWabonsafthaapproach delay"intorseclion delay 11/01/2D21 Synchro 11 PBport 11/01/2D21 Synchro 11 P;eport C)vTech-BR Page 7 OvTech-BR Page 7 The Havenly 2023 Background AM The Havenly 2023 Background PM 6:Royal Palm Rd&Scenic St HCM 6th TVVSC 6:Royal Palm Rd&Scenic St HOM 6th TV\SC Int Delay,s(veh 5 Int Delay,siveh 4,7 La le Caifigurabom LaneConfiguratiom Traffic Vd,ve" 6 7 1 0 q 3 0 8 0 0 7 6 Traffic Vol,veWh 4 2D 1 1 13 2 0 12 1 7 9 6 Future Vol,vel-Vh 6 7 1 0 9 3 0 8 0 0 7 6 Future Vd,veb/h 4 20 1 1 13 2 0 12 1 7 9 6 Conflicting Ped.,Or 0 0 0 0 0 0 0 0 0 0 0 0 Goaffiding Peds.,Or 0 0 0 0 0 0 0 0 0 0 0 0 Sw Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop SW Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop Rr Charridtzed Nbne None None Nore grChannel Nam- None Note None a-age Length Storage Length Veh in NWm Starage,At 0 - 0 0 0 Veh in NWm Sb-aga,# 0 0 0 0 Grade,% 0 - 0 0 0 Grade,% 0 0 0 0 Peak Hour Factor 92 92 .92 92 92 92 92 92 92 92 92 92 Peak Hour Fadar 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Wait Flow 7 8 1 0 10 3 0 9 0 0 8 7 N"FbAf 4 22 1 1 14 2 0 13 1 8 10 7 Connicting How Al 13 0 0 9 0 0 42 36 9 39 35 12 ConnictingRowAl 16 0 0 23 0 0 57 49 23 55 48 15 Stage 1 - - - - - - 23 23 - 12 12 - Stage 1 31 31 17 17 - Stage 2 19 13 - 27 23 - Stage 2 26 18 38 31 - CrificEd I-aw 4A2 4.12 7.12 6.52 6.22 7,12 U2 622 Critical Hd�W 4.12 4,12 7,12 6.52 a22 7.12 6.52 6.22 Oitical Hdwy Stg 1 6,12 5,52 - 6,12 5�52 - Crtical Hdwy Stg 1 - - 6,12 5,52 6,12 5�52 - Offical HcMy Stg 2 6.12 5,62 - 612 5,52 . Offical HJ"*2 - - 6�12 552 6-12 5.52 - Fcllmv-Lp Hd�W 2.218 2.218 3.518 4.018 3.318 3.518 4.018 3.318 Folla*up HJv�y 2218 2.218 3,518 4,018 3.318 3.518 4.018 3.318 Pot Cap-I Maneuver 1606 4611 961 8% 1073 966 857 1069 Pot Cap4 Manwver 1602 1592 940 843 1054 W 844 1065 Stage 1 - - 995 876 - 1009 886 - stage 1 - - 986 869 - 1002 881 - Stage-2 - 1000 8% - 990 876 - Slaga2 - 992 880 - 977 8W - Platoon blocked,% Platoon blocked,% M:yv Cap-I Nbrobw 16W 1611 946 853 1073 955 854 1069 MNCapI fvlanw�w 1602 1592 923 840 1054 M 841 1065 Mov Cap-2 Nbneuver 946 853 - 955 854 - Mov 03p-2 Maneuver - - 923 840 - 928 841 - Stage 1 M 872 1005 8% stage 1 983 8% W9 89D Stage 2 985 885 976 872 Stage 2 - 974 879 958 866 HCMCdrArolDaIay,s 3A 0 93 82 HCMCa*dCdays 1,2 O'S 9.3 9 HOM LOS A A HCM LOS A A cap*(Vem) 853 1603 - 1611 941 aepacity(wm) 853 1602 1592 921 HCM Lane V/C Ratio 0,01 0,004 - - 0.015 HCM Lane V/C Ratio 0,017 0,003 - 0.001 - 0.026 HCM Control Way(a) 93 7-3 0 0 &9 WCMQx*dDbIqy(s) 93 T3 0 7,3 0 9 HCM Lane LOS A A A A A HOM Lane LOS A A A A A A HOM 95th Wile Q(veh) 0 0 0 0 HCMMh-/JfleQ(veh) OA 0 0 0"1 11/01/2D21 Synchro 11 Report 11/01/2D21 Synchro 11 Relecd OvTech-SIR Page 8 OvTech-SIR Page 8 The Havenly 2023 Background AM The Havenly 2023 Background PM 7:Junction St&Royal Palm Rd HCM 6th TVVSC 7:Junction St&Royal Palm Rd HOM 6th TV\SC ---------- Int Delay,s(veh 2.6 Int Delay,siveh 2.6 gg' gy Lat le Ccrfigurabom 40 LarieConfiguratiom 44 Traffic Vd,veWh I 2D 1 2 28 3 3 4 3 0 3 7 Traft Vd,veh/h 11 64 8 2 54 3 3 9 7 2 13 4 Future Vol,vel-Vh 1 20 1 2 28 3 3 4 3 0 3 7 Future Vol,ve" 11 64 8 2 54 3 3 9 7 2 13 4 Oortficting Peda,#(hr 0 0 0 0 0 0 0 0 0 0 0 0 CorffjcfingFbCe�mbr 0 0 0 0 0 0 0 0 0 0 0 0 Sw Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RrObarrielmad - - Nom None Now None RrChanndtaad Nionl- None Nlom Nane Storage Length Storage Length Veh in Madan StaV,-# 0 0 0 0 Veh in Madan Storer,# 0 0 0 0 Grade,% 0 0 0 0 Grade,% 0 0 0 0 Peek Hear Factor 92 92 92 92 92 92 92 92 92 92 92 92 Peak How Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mod HOW 1 22 1 2 30 3 3 4 3 0 a 8 mm Raw 12 70 9 2 59 3 3 10 8 2 14 4 Conflicting How Al 33 0 0 23 0 0 66 62 23 64 61 32 Conflicting Row At 62 0 0 79 0 0 173 165 75 173 168 61 stage 1 - - - - - - 25 25 - 36 36 - stagel 99 99 - 65 65 Stage 2 - - 41 37 - 28 25 - Stage 2 74 66 - 108 103 - Critical Hblvoy 4,12 4,12 7,12 6,52 6,22 7,12 6.52 R" Qftal HJvW 4,12 412 7,12 6.52 6,22 7,12 R52 6,22 Critical Rd"Stg 1 - - 6.12 5,52 - 6,12 5�52 Critical Hdvy Stg 1 - - 6.12 5,52 - 6,12 5�52 - Critical Rd"Sg 2 - 6,12 652 6,12 &52 Critical Rd"%2 - - 6,12 5,52 - 612 5,52 . Follovv-up Hdvvy 2.218 2.218 3.518 4.018 3.318 3.518 4.018 3.318 FolloAup HdW 2218 2.218 3,518 4,018 3.318 3.518 4.018 3.318 Pot C@p-I Maneuver 1579 1592 927 W 1054 930 8W 1042 Pat Cap-I Nbnww 1541 1519 790 728 9W 790 725 1004 Stage 1 - - 993 874 - 980 865 - Stage 1 - - 907 813 946 841 - Sleg92 - - 974 864 - 9W 874 Stage2 - 935 E40 897 810 - Platoon blocked,% Platoon blocked,% MovCap-I Nianeuver 1579 1-592 916 W 1054 922 8W 1042, Mw CapI tvbnww 1541 1519 769 721 986 770 718 1004 Mdv Cap-2 N/breiver - - 916 827 - 922 828 Mdv Cap-2 Ivlaneuver - - 769 721 - T70 718 - sbeigal . - 992 873 979 864 Stage I WO 8W 938 840 Stage 2 - 962 863 980 873 Stage 2 - 914 839 872 804 HCMOYArdWay,s 03 OA 9 8.8 HCMCoNrd Oday,8 1 Q2 R6 9.8 HCIVI LOS A A HCM LOS A A capa*(Vdvh) 913 1579 m W CaPadty(veft) 839 1541 1519 '770 HCM Lane V/C Ratio 0,012 0,001 0.001 0.011 HCM Lane V/C Ratio 0,026 0,008 0.001 0.027 HCMCcntrdDday(s) 9 7.3 0 Z3 0 U HCM W*d Delay(s) R6 7A 0 74 0 9,8 HCM Lane LOS A A A A A A HCM Lane LOS A A A A A A HCM 95th%ble 0(,mh) 0 0 0 0 HCflA95th-/dfleQYeh) 01 0 0 0.1 11/01/2D21 Synchro 11 Report 11/01/2D21 Synchro 11 Report CivTach-SIR Page 9 OvTach-SIR Page 9 The Havenly—Apache ]unction, AZ Traffic Impact Analysis APPENDIX H 2023 BUILD PEAK HOUR ANALYSIS CW�= Cl*vTech The Havenly 2023 Total AM The Havenly 2023 Total PM 1:Idaho Rd&Superstition Blvd Tirnrgs 1:Idaho Rd&Sueerstition Blvd Timrgs 11"Configurations 0 t1P t1P Lane Ccinfigurahms 0 Traffic mdurrie(Vph) 71 88 68 157 104 126 15 99 Traffic Vdum(vph) 6D 220 71 164 147 164 19 178 Future Volun-e(vph) 71 88 68 157 104 126 15 99 Future Volurne(vph) 60 22D 71 164 147 164 19 178 Turn Type WHO INA prnfpt NA proto NA prn-Fpt M Turn Type PT140 M W140 M prj+pt M prj+pt M Protected Phases 7 4 3 8 5 2 1 6 Protected Plinases 7 4 3 8 5 2 1 6 PanIt[tecl Phases 4 8 2 6 Pernifted Phases 4 8 2 6 Detector Phase 7 4 3 8 5 2 1 6 Detector Phase 7 4 3 8 5 2 1 6 SMch Phase, -IAMtchPham Mnim-trn Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Mnirrum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 AndmirnSplit(s) 9,5 2Z5 R5 22.5 9�5 225 EL5 22.5 Mr#mrnSpfit(s) 9�5 22,5 9.5 22,5 9.5 22,5 9.5 ZZ5 Total Split(s) 17.0 31.0 14.0 28,0 18,0 42,0 13,0 37,0 Total Split(s) 13.0 30.0 13.0 30.0 19,0 45,0 120 38,0 To"Split(,/.) 17,01/6 31,01% 14,01% 280% 18,09% 4201/6 13,01/6 37,01/6 TOW*it N.) I&N. 30.09/6 13DI/. 30,01% 11101% 4&M. 120% X01% YellowTin-e(s) 3.5 3.5 3.5 3.5 3.5 a5 a5 a5 YellowTin-e(s) 3.5 3.5 3.5 a5 a5 a5 a5 a5 At-Red'orne(s) 10 1.0 1'0 1'0 1.0 1,0 to 1�0 AkRqd'orre(s) 10 1D 1,0 1,0 1.0 1.0 1.0 1,0 Lost Tirre Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lost Trne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0,0 Go H TdN Lost Torie(S) 4.5 4,5 4�5 45 4.5 45 45 4,5 Toted Lost Tine�s) 4.5 4,5 A5 AS 4,5 4.5 4,5 4,5 Lead(Lag Lead Lag Lead Lag Lead Lag Lead Lag LeadLag Lead Lag Lead Lag Lead Lag Lead Lag L-j-L59 Coro-? Yes Yes Yes Yes Yes Yes Yes Yes Leackag Cpbm-,, Y(r. Yes Yes Ym Yes Ym Yes Yes Recall Nbde Nbne NUv None None None C4bx None C-Max Rawl]\Aodee None I\Ione None None None C-Max Nbne CVm AdEffdGeenns) 19.0 11.2 17,6 1U5 68.6 64.8 M6 56,8 Act Effict Green(s) 19,9 13.4 212 1a6 6M 629 59.7 53.7 Actuated gfC Ratio 0.19 0.11 0.18 0.10 0.69 0.65 0.63 0.57 Actuated gfC Rate 0.2D 0.13 0.20 0.14 0.67 0.63 0.60 0.54 V/C Ratio 0,30 a42 OQ9 G51 0.14 U9 U2 a15 v/c Ratio Q24 032 0,37 OAG W9 011 0,03 0.25 Centel Delay 31.9 23.3 31.9 44.0 6.1 5.7 7.2 11.2 Control Delay 29.0 28.2 32.6 39.3 7.2 6.2 8.2 14.9 Cu"Way 0,0 OD 0.0 0.0 0.0 0.0 0.0 0.0 Clueue0day OD O'o oo 0,0 O'o 0.0 0.0 OD Toted Way 31.9 23,3 31,9 44,0 6,1 5,7 7,2 11,2 Toted Delay 29,0 28,2 32,6 393 7,2 6,2 8,2 14,9 LOS C C C D A A A a LOS C C C: D A A A 8 AM-ch Delay 25.8 40.7 5.8 10.8 AM-ch Delay 28.3 37.4 6.6 14.4 Aqxoach LOS G ID A B Approachl-OS C D A B CydeLenqft 100 CydetaVft 100 Actuated Cycle Length:100 Actuated Cycle Length:100 CHW.0(0%),Referenced to phase 2:WTL 6 SM S tat of Ge e n Met 0(00f.),Ri�benoecl to phase 2 WL wd&SBTL,Sart of Geen Natural Cycle:65 Natural Cyde:65 Central Type.Atuated-Cmdneted Control Typw.Aduated-Qudnated Mvdnm v/c Reba 0.51 M)>dnun v/c Rate:0.72 Intersection Signal Way.21A Intersedon LO&C Intersection 84W Oday.21,�r IrdWrssdon LOS C I ntersection Capacky Ublization 38.1% ICLJ Level of Service A Intersection Capacity Lkilization 52.21/. ICLJ Loved of Service A Analysis Period�nin)15 ArdysisParfod�nin)15 Splits and Phases: 1:Idaho Rd&Superstition Blvd Splits and Phases: 1:IdahoPd&SupersIJtionI3lvd 11*01 tv(R) f"03 --*04 \001 t02fZ) -,(,03 -1004 05 07 4N 05 101,07 4-03 iskumfosmom 11/03021 Synchro 11 Report 11/03021 Synchro 11 Report CivTech-BR Page 1 OvTech-BR Page 1 The Havenly 2023 Total AM The Havenly 2023 Total PM 1:Idaho Rd&Superstition Blvd HCM 6th Sg-dized Intersection Summy 1:Idaho Rd&Sueerstition Blvd HCM 61h Sg-dized Intersection SunTrary Lane Cbrifigurabons 0 0 Lane Ccnfigurabors 1 0 0 Trafficvolunre(WA-41) 71 89 86 68 157 18 104 126 52 15 99 45 TraffloWurma(vehh) 60 220 192 71 164 14 147 164 64 19 178 54 Future Volurne(veh/h) 71 88 86 68 157 18 104 126 52 15 99 45 FutureVolurne(vel1h) 6D 220 192 71 164 14 147 164 64 19 178 54 W1JaIQ(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 InItid 0(Cb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bke Adj(A pUr) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-BkeAdj(A_pUo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P&4ng BA fi4 UO 100 1.00 1.00 1,00 1.00 1Z UG 1.00 1,00 1�00 UO PWng Bus,Ad 1.0D 1,00 1.00 10D 10D IDD 1,W 1.00 1,OD 1.00 1,00 1,00 Wyk Zone On Approach Nb % NIO Nlo Wyk Zone On Approach % % Nlo Nlo Ad Sat now,Vetmin IM 1870 1870 1870 18M 1870 I= 1870 1870 1870 1870 1870 A4 sat now,Vet"n I= 1870 1870 1870 1870 1870 1870 IW 1870 1670 1870 1870 Ad Row Rate,veh/h 77 96 93 74 171 20 113 137 57 16 108 49 Pdj Raw Rle,veh/h 65 239 209 77 178 15 160 178 70 21 193 59 Peaki-burFactor Ot92 0.92 0.92 U2 0,92 OV 0,92 0.92 0,92 aS2 02 092 Pe*HaurFbcbor 0.92 Oa2 0,92 0.92 OV 0.92 0,92 OV 0,92 0.92 OV 0,92 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Percent Heavy Von,% 2 2 2 2 2 2 2 2 2 2 2 2 cap,vewh 205 IW 137 197 273 31 894 1649 656 85B 773 351 cap,VeNh 302 313 262 197 590 49 704 1457 552 722 741 227 Arrive On Green 0.05 0.09 0.09 0.05 0.08 0.08 0.08 1.00 1.00 0.02 0.63 0.63 Anive On Gieen 0.04 0.17 0.17 0.05 0.18 0.18 0.10 0.97 0.97 0.02 0.54 0.54 sat 1781 3210 371 1781 2482 9W 1781 1218 553 1781 1375 420 Grp Vdune(v),ve" T7 95 94 74 94 97 113 96 98 �6 0-157 Grp Volun e(v),ve" 65 231 217 77 94 99 160 124 124 21 0 T2 GPSatR*9),vewmr) 1781 1777 15BB 1781 1777 1804 1781 1777 1693 1781 0 1771 op U A*S),VeWFAn 1781 1777 1594 1781 1777 1820 1781 1777 1608 1781 0 1795 Q Sff*g-s),s 3.9 5.2 5.7 a7 5.1 5.2 2.1 0.0 0.0 0.3 0.0 3.6 Q Serve(gs),s 3.0 12.4 13.1 3.5 4.6 4.7 ag 0.3 0.3 0.5 0.0 7.5 Cycle Q a-x(g_c),s 3.9 62 51 V 5.4 S2 ZI OD U 03 0.0 3.6 Cycle Q awj�g 0),a 3D 124 13.1 3.5 48 4,7 3�9 0.3 03 0.5 OA TS Prop In Lane 1.00 0.99 100 0,21 1.00 0,58 1,00 0.31 Prop In Lane 1.OD 0.96 1.OD 0,15 1.00 0.56 1.00 0.23 Lane Grp Ca*),vd-Vh 205 155 138 197 151 153 894 1181 1125 85B 0 1124 Lam Grp QNXG),vd-Vh 302 303 272 197 316 324 704 1027 982 M 0 968 V/C Fbbo(X) 0.38 0.61 0.68 0.38 0.62 0.64 0.13 0.08 0.09 0.02 0.00 0.14 V/C Fbbo(X) 0.22 076 UO 0.39 0.30 0.30 0.23 0.12 0.13 0.03 0.00 0.26 Avail C*q_a),ve" 334 471 421 277 418 424 1W 1181 1125 978 0 1124 Avall C.*cLa),\#Vh 379 453 408 261 453 464 854 1027 92 a16 0 968 HCM Rafoon P.3bo 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 1.00 1.00 1.00 HOM Platoon Polio 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 1.00 1.00 1.00 UpstrearnAlter(l) 1,00 1,00 1.00 IDD 1,00 1,00 0,99 0,99 09 1,00 00 1.00 UpstrearnAfter(l) 1,00 1.00 1,00 1.00 100 1,00 agg (199 0.99 1.00 0,00 IDO 1-hiform Delay(d),siveh 3RO 44�O 443 392 442 443 51 0,0 0,0 6.1 0.0 7.3 Wiform Delay(d),siveh 323 39t5 39,8 327 357 357 8.3 07 0.7 9.7 0.0 12.3 IncrDdW(dAs/veh I'l 3.9 57 1.2 41 43 0.1 0,11 02 0,0 0,0 Q3 Incr Oday(c12),sl� OA 43 6,6 1.3 05 Q5 02 U 03 0,0 AM 03 Initial Q Delay(c[3),sh/eh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(cB),skeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 /dIee BWOq5(r/o),vWn U 2.4 2.5 1.7 2A 25 01 0.0 aO 0A CtO 1.3 -/jfel3actOq53P/q),vWn 13 5,7 55 U 20 2.1 1.3 U2 0.2 02 OtO 3.1 Lk-dg.Nlovernent Delay,s(veh Lk-ag,Nb�ernerR:Delay,sfveh LrGpDeI*d),$�vNn 4a2 47,9 510 4(13 48.3 48,6 52 0.1 02 61 0,0 7.6 IJOpWay(d),slveh 32.6 4&8 46,3 34,0 3&2 363 84 1,0 1,0 91 CtO SO U-Gp LOS D D D D D D A A A A A A U-Gp LOS C D D C D D A A A A A B Approach Vol,vsh(h 2% 265 307 173 Appoach Vol,veh1h 513 270 408 273 Approach Delay,s/veh 464 46,2 20 7A Approach Delay,s/veh 434 35,6 ag IZ7 ApproachlJOS D D A A AWroach LOS 0 0 A B ft Duration(C+Y+Pc),8 63 70.9 R5 S2 93 69,0 9A 13.0 Phs Duration(GW+Pb),s V 62.3 94 21.6 10.6 58A V 223 ChaiW Penod(Y+Pc),s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Change Pered(Y+Pc),s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 MRx Green Seffing(Gimo,a 85 37.5 13.5 26.5 13.5 325 12.5 23,5 M3x Green Setting(GTrx),a T5 40.5 8,5 25.5 145 33,5 8,6 25.5 Max Q aear Tirre(q_�+11),s 2.3 2.0 5.7 7.7 4.1 5.6 5.9 7.2 Max Q aear Tirre tqj�+l 1),s 2.5 2.3 5.5 15.1 5.9 9.5 5.0 6.7 Grew FA Tirm(p 9),s CtO 11.2 0.0 U U OS 0.1 0,9 GVenS1T1rm(p'P)'s 0 1,6 CtO �10 03 15 0,0 0,9 i-CmethaiDelay 25.2 HOM 6th Cbi Delay 25.3 HCM 6th LOS C HCM 6th LOS C 11/03021 Synchro 11 PBport 11/03021 Synchro 11 PBport OvTech-BR Page 2 OvTech-BR Page 2 The Havenly 2023 Total AM The Havenly 2023 Total PM 2:Apache Tr&Sueerstition Blvd HCM 6th Rowdabout 2:Apache Tr&Sueerstition Blvd FICM 6th PoffidabaA Intersection Delay,s/veh 4 2 Intersection Delay,slmeh 4 7 Inkmection LOS A Intersection LOS A E"Lanes 1 1 2 2 a"Lanes 1 1 2 2 Conflicting Oros Lanes 1 1 1 1 Conflicting Orde Lanes 1 1 1 1 P4 Appreach Flow,veWh 137 261 12B IOD P4 Approach Row,vetVh 300 182 221 183 Dernond Raw Rate,veNb 140 266 131 102 Dernand Raw Rate,veh/h 306 186 225 186 Vehicles amiating,veh?h 118 116 136 266 VeNdes aroL"ng,veh/h 167 185 308 185 Velides EAting,veh/h 249 151 122 117 Wholes Exiting,veh/h 204 348 165 186 Red Vd crossing Log ft 0 0 0 0 RedVblOoWngLegVh 0 0 0 0 Pod Cap Aci 1.000 1.000 1.000 1.000 Ped Cap Acl 1.000 1.000 I.ODO 1.000 Approadi Delay,s(veh 4,0 4,9 3A 3.7 Approach Delay,s/veh 66 4.7 43 18 Approach LOS A A A A Approach LOS A A A A Designated Moves LTR LTR LT R LT R Designated Moves LTR LTR LT R LT R Assurned Meves LIR LT R LT R LT R Assurried Nieves LTR LTR LT R LT R RTChannelized RT Channelized Lane Util 11000 0.679 0321 OB47 0,353 Lane LJOI 1,000 U00 U16 R484 OBB3 0.317 Follow-Up Headvvay,s 2.609 2.609 2.535 2.535 2.535 2535 FolloApUp HeadmN,s 2 609 2.609 2.535 2.535 2.535 2.535 Oftical Hwdmy,s 4,976 4.976 4.544 4Z44 4.544 4,544 Oftlod Headway,s 4,976 4V6 4,544 4,544 4�544 4,544 Bty Row,veh/h 140 266 89 42 66 36 Bty Flow,veh/h 306 186 116 109 127 59 CapB"L-Mvehlh 1223 12265 1255 1255 1116 1116 Qipe"Lanevehlh 1164 1143 1073 1073 1200 12DO Eft I-IV A4 Factor 0.978 0.981 0.981 0.976 0 9B2 0972 Eft Hv`A4 Factor 0.982 0.980 0.981 0.982 O.9B1 0.9B3 Flow a",Vem 137 2m 87 41 65 35 FlowlErilry,vdVh 300 182 114 107 125 58 Cap B-try,veh/h 1197 12D2 1231 1225 1096 1085 Cap B-try,vdVh 1142 1119 1052 1053 1177 1180 Vic RWO 0,114 0217 0,071 Q033 U59 0,032 VICRWO 0.263 am 0.108 0.102 0,106 0,049 Cortal Delay,&Veh 4.0 4.9 3.5 3.2 3.8 3.6 Control Delay,sIveh 5.6 4.7 4.4 4.3 3.9 3.5 LOS A A A A A A LOS A A A A A A 951h I/Jile Qjeue,van 0 1 0 0 0 0 951h I/We ClLieue,veh 1 1 0 0 0 0 11/03021 Synchro 11 PBpcd 11/03021 Synchro 11 PBpcd OvTech-BR Page 3 OvTech-BR Page 3 The Havenly 2023 Total AM The Havenly 2023 Total PM 3:Royal Palm Rd&Sugerstition Blvd HCM Eith 1VSC 3:Roxal Palm Rd&Sueerstition Blvd HCM Eith 1VYSC Int Delay,s(veh 0-7 Int Delay,siveh 0.7 4 Y Lane Configuraba-6 TraftVal,veWh 85 18 8 158 12 1 TrdftVd,veNh 208 21 2 121 15 7 Future Vol,veh/h 85 18 8 158 12 1 Future Vol,ve" 2D8 21 2 121 15 7 ConflIctingPels,#/hr 0 0 0 0 0 0 Cofficfing Reds,Vhr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop Sign Control Free Free Free Free Stop Stop RrChanneflmd None None - None grChannalinad Now None - None Storage Length - 0 Storage Length - 0 Men in NWan Slurage,# 0 0 0 Veh in Wdan Stoage,# 0 0 0 Grade,% 0 0 0 Grade,% 0 0 0 Peak Hour Factor 92 92 92 92 92 92 ReakfioLrFacta 92 92 92 102 92 92 Heavy Vehicles.% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Writ ROW 92 2D 9 172 13 1 mdo mow 226 23 2 132 16 8 Conflicting Row Al 0 0 112 0 292 102 ConflictingRowAl 0 0 249 0 374 238 saw I - - - - 102 - stage 1 - 238 - Stage 2 - 190 - Stage 2 - 136 - Critical HAW 4,12 642 R22 Crifical Hd�W 4,12 6A2 6,22 Critical Hdwy Stg 1 - 5.42 Critical HdoN Stg 1 - 5.42 - Cribc@lHdWStg2 - 5,42 Critical HchW Sty 2 - S42 - Follm,q)MW 2.218 3.518 3.318 Fdlow-Lq)MW 2.218 3.518 3.318 Pot Cap-I Maneuver 1478 699 953 Potcap-I manw" 1317 w 601 Stage 1 - 922 - Stage 1 - 802 - stagO2 842 - Stage 2 Platoon blocked,% Plaboon blocked,% Mov Cap-I Ivianeuver 1478 694 9M Mov CWI tVbnwmr 1317 626 811 Mov Cap-2 M3nwoer - 694 Mdv Cap-2 I'Viareiver - 626 - Stage 1 92 Step 1 802 Stage 2 - 836 Stage 2 - 888 Of mm"I'll 11111 g HCMOx6d Dday,a 0 04 10.2 HCMCatdDfts 0 01 10.5 HCM LOS B HCM LOS 6 Capacity(Vdvh) 709 - 1478 cal—ty(Vd*) 673 - 1317 HCM Lane V/C Ratio 0,02 0,006 - HCM Lane V/C Ratio 0,036 0,002 ROM CAd Delay(a) 102 T5 0 HCMOortrd Delay(s) 10.5 7.7 0 HCM Lane LOS B A A ROM Lane LOS B A A HOM95thl/afleOlveh) Ol 0 - HCVl95thI/WleQ(veh) OA 0 11/03021 Synchro 11 Report 11/03021 Synchro 11 Report OvTech-BR Page 4 OvTech-BR Page 4 The Havenly 2023 Total AM The Havenly 2023 Total PM 4:Cactus Rd&Superstition Blvd HCM Eith 1VSC 4:Cactus Rd&Sueerstition Blvd HCM Eith 1VYSC Int Delay,s(veh 0.6 Int Delay,siveh 0.2 laneCbrffiguratiars 4 Y LaneConfiguraba-6 10 4 Y TMMCVd,VEHh 78 3 2 155 12 2 Tmmrvol,ve" 204 10 4 127 2 3 Future Vol,ve" 78 3 2 155 12 2 Future Vol,ve[,Vh 2D4 10 4 127 2 3 Conflicting Peds,Or 0 0 0 0 0 0 Conflicting Ped.,ftr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop Sign Control Free Free Free Free Stop Stop grChannelLmd Nom Now - None- RrChannetrzed Now None - None Storage Length - 0 Storage Length - 0 Van in Mdan SlaaW,# 0 0 0 Veh in Mdm Slox-�,# 0 0 0 Grade,% 0 0 0 Grade,% 0 0 0 Peek Hour Factor 92 92 92 92 92 92 PeakHburfector 92 92 92 92 �2 92 Heavy Vehicles.% 2 2 2 2 2 2 Heavy Vehicles.% 2 2 2 2 2 2 wftRow 85 3 2 168 13 2 Whit Flow 71* 11 4 138 2 3 Conflicting Row Al 0 0 88 0 259 87 ConflictingRowAl 0 0 233 0 374 228 Stage I - - - - 87 - stage I - - - 228 - Stage 2 - 172 - Stage 2 - 146 - Critical H* 4.12 6.42 6,22 Crificad Hday 4,12 6,42 622 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 1 - 5.42 - CrMcdHd"Stg2 5,42 - Critical FdW Stg 2 - 642 - Fallow-Lp HftW 2.218 3.518 3.318 Fallmup HctW 2218 3.518 3.318 Pot CA.)-I Manetiver 15M 7w 971 Prt Cap-I Maneuw 1335 627 811 Stage 1 936 - Stage 1 - 810 - Slaga2 - 858 - Stage2 - 681 - Platoon blocked,% Platoon blocked,% Mov C2p-1 klaneuver 1508 729 974 MwCaP4 Nbneu" 1335 625 8,11 Mov Cap-2 Nbneuver - 729 - Mov Cap-2 Nbnw&T - 625 - stapi 935 Stage 1 810 Stage 2 - 857 Stage 2 - 878 HCMC4ddD*,s 0 0.1 R9 HOMControl Way,a 0 02 10 ROM LOS A HCM LOS B Gapacity(Ve") 7,% - 1508 Cvadby(Vdvb) 725 - 1335 HCM Lane V/C Ratio 0,02 0.001 HCM Lane V/C Ratio 0,007 0,003 ROM Control Way(s) 9.9 74 0 HCMQY*d Cday(a) 10 T7 0 ROM Lane LOS A A A HCM Lane LOS B A A HCM 95th%file Q(veh) OA 0 - HCV195th%fite 0(veh) 0 0 - 11/03021 Synchro 11 Report 11/03021 Synchro 11 Report OvTech-BR Page 5 OvTech-BR Page 5 The Havenly 2023 Total AM The Havenly 2023 Total PM 5:Apache Tr&Idaho Rd Tinirigs 5:Aeache Tr&Idaho Rd Tinarigs --* , ---* f- - *- 4\ t LareOcnfiguratias tt r tt r 0 r 0 LaneCcrifigurabors tt r tt f 0 0 Traft Vdurns(vph) 44 30 17 60 40 6 11 273 90 2 228 TrAevaturre(viph) 60 51 17 104 46 7 12 291 138 8 353 FukireVolurre(vph) 44 30 17 6D 40 6 11 273 90 2 228 FutureVolurna(viah) 6D 51 17 104 46 7 12 291 136 8 353 Turn Type Prd M Flerm Prot NA Ram Perm NA Pen Petro Nk Turn Type Pro �A Perm Prot NA, Perm Pon NA Perm Perm NIA Protected Phases 7 4 3 8 2 6 Protected Phases 7 4 3 8 2 6 Pwritled Phases 4 8 2 2 6 PaTriftled Phases, 4 8 2 2 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 SivAch Phase Switch Phose, Minimin Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Mnimim Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 NinimirnSplit(s) 9,5 225 99.5 a5 22.5 2Z5 225 22.5 22-5 22.5 22,5 Mni-SO#(8) R5 22,5 22.5 9,5 225 22,5 22.5 225 22.5 22.5 2Z5 Total Spit(s) 26.0 27.0 27.0 26.0 27.0 27,0 4TO 4TO 4TO 47,0 4TO Total Split(s) 22,0 26.0 26,0 29.0 33,0 33,0 45,0 45,0 45,0 45,0 45,0 Tow Soft(-/.) 2601% 27 M. Zr 01% 2501% 27011. 27011. 4701/. 4701/. 4701% 4701/6 4701/. Total spit VN ".01/6 2501% 26 01% 290% 3306/. 3301/. 4501/. 4501% 4501/. 4501/6 4&01/. YellowTirre(s) 3.5 3.5 3.5 a5 3.5 a5 3.5 a5 a5 3.5 3.5 YellowTirns(s) 3.5 3.5 3.5 a5 3.5 a5 3.5 a5 a5 3.5 3.5 All-Rad Tim(S) 1.0 10 1.0 ILO 'LO 'LO 'LO 'LO 'LO ILO 'LO All-Red Trhe(s) 10 1.0 10 1.0 10 1.0 1.0 1'0 1.0 'LO 1'0 Lost Tirre Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 H RO 0.0 GO GO Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0,0 GO RO GO GO GO TCtdL.OstTIrm(s) 4.5 4.5 4.5 4,5 4,5 4Z 4,5 L5 45 4.5 4,5 TOW Lost Time(a) 4.5 4,5 L5 4,5 4,5 L5 4�5 46 4.5 4,5 4Z Lead/Lag Lead Lag Lag Lead Lag Lag LeedLag Lead Lag Lag Lead Lag Lag Lead-Lag Opfirri-? Yes Yes Yes Yes Yes Yes Lead-Lag Opilini-9 Yes Yes Yes Yes Yes Yes Recall Nbde Nbm None 1\1one None NDre None C4Vl3x C-Max C-Max C�Max C�Max Recall N/bde Nbm Norn None None None Nore C-Max C-Max CwMax C-Max C�Max Act Oct�w(s) V 115 6,5 9,0 7Z 7.5 7&0 78.0 7RO 7&0 7&0 Act Oct Geen(s) tjO 7.0 7.0 11.7 9.8 9.8 69A 69L8 6R8 6M 65.8 Actuated g(C Ralio 0.08 0.06 0.06 0.09 0.08 0.08 0.78 0.78 0.78 0.78 0.78 Actuated g(C Ratio 0.09 0.07 0.07 012 0.10 0.10 0.70 0.70 0.70 0.70 0.70 We Rabo, 0,33 0,14 0,11 (141 OA6 0,04 (101 012 aO8 ROD (112 v/c Rafic, 0,41 R22 Q08 0,55 0,14 U4 U2 Q14 0,13 0,01 019 Control Delay 48.8 45.2 1.4 49.7 44.1 0.3 5.3 4.3 1.4 4.5 3.0 Contid Delay 50.0 45.7 0.8 50.8 41.3 0.3 6.8 6.1 1.6 4.6 4.1 QI-emoday 0,0 U (LO 0,0 0.0 (10 0.0 0,0 U 010 (LO Clueuecal OD 0,0 0,0 0.0 0.0 010 0.0 (LO 0.0 0,0 0,0 Total Way 48,8 45,2 14 49,7 44,1 03 53 43 1A 4,5 ao Total Way 50,0 45,7 0,8 50,8 41,3 03 6,8 61 1,6 4,6 4,11 Los D D A D D A A A A A A Lm D D A D D A A A A A A Approach Delay 39.0 44.6 a7 3.0 AM-ch Delay 41.8 45.7 4.9 4.1 Approadh LOS D D A A AMoachLOS D D A A t;e Leroft 100 OAeLength:100 Actuated Cycle LerKjth:100 Actuated Cycle LerKjth:100 Offbet�0(01%),Werenoed to pfiase 2-,NM 6,81MI,SW of Green 0-fiset 0(N.),fWamcied to Owe-,NM and 6-%TL,Start of G-een Natural Cycle:55 Natural Cycle:55 Cartel Type,Actuated-Waidnefted Central Type ActuetwWwdriated Nbdnun v/c Ratia.0.41 Nia)dnm v/c Rafia.0.55 Iritersedon Signal Way.12.1 Intersection LOR 8 Intersection Sigrmf Way.142 tntersecam LO&8 Intersection Capacity Lkilizabon 28.1% ICLJ Le�d of Service A Intersection Capacity Ltilization 33.4% ICLJ Level of Service A Ndyvs Period(nin)15 Apalmas Period�nrin)1-5 Splits and Phases: 5:ApacheTr&Idaho Rd Splits and Phases: 5:ApacheTr&ldahoRd t02 4"0,3 --*04 t 021, 03 --00,4 mmmmm""", HHEMMI 06,11, 07 08 06 07 MEMEMEMEEI 111/03021 Synchro 11 Report 111/03021 Synchro 11 Rapott CivTech-BR Page 6 CivTech-BR Page 6 The Havenly 2023 Total AM The Havenly 2023 Total PM 5:Apache Tr&Idaho Rd HCM 6th Sig-rahzed Intersection Sumnary 5:Aeache Tr&Idaho Rd HCM 6th Sgrialized Inlemdon%mary --* , ---* f- - *- 4\ t LaneConfigurabons 1 0 Lane Configiraborrs r tt r 0 TrAcvdum(vwh) 44 30 17 60 40 6 11 273 90 2 22a 70 TrafficVb1um(\Aeh/h) 6D 51 17 104 46 7 12 291 138 8 353 77 FultireVolurne(velTb) 44 30 17 60 40 6 11 273 90 2 228 70 FultireViolurne(vel1h) 60 51 17 104 46 7 12 291 136 8 353 T7 InIt[a1O(Cb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Initial Q(Ch),vah 0 0 0 0 0 0 0 0 0 0 0 0 Red-Bke Adj(A jpUT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-BkeAd(ApUT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rarkng&r,A4 IM IM 1.00 1,00 1.00 UO 1,00 100 IOD UO 1,OD 1,00 PaWrg Bus,Acl tOO IDD IDD I.OD 1.00 UD 1,00 10) 1,00 1,00 1,00 1,00 VVerk Zone On Approach I'JO % Nlo Nlo Vb*Zone On Approach Nlo l"10 Nlo Nlo Aq set Sam,wwin 1870 1870 1870 I= 1870 18M 1870 IM 1870 1870 1870 1870 A4 Sat How,vet"n 1870 1870 1870 1870 18M 1870 1870 1870 1870 1870 1870 18M Adj now Rate,veh/h 48 33 0 65 43 0 12 297 98 2 248 76 Adj now Rate,veWh 65 55 0 113 50 0 13 316 148 9 384 84 Pe*HoLr Factor M 0.92 0,92 OV OV 0,92 02 U2 OV 0.92 022 0.92 PeakHoLrFador 1192 0.92 U2 0,92 OV 0,92 0.92 0.92 02 0,92 U2 (X92 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 GeA veNh 66 172 85 211 884 21376 1219 813 2072 621 Cap,vWh 85 176 144 295 754 2748 1164 731 2134 462 Arrive On Green 0.04 0.05 0.00 0.05 0.06 0.00 0.77 0.77 077 1.00 1.00 1.00 Arrive On Green 0.05 0.05 0.00 0.08 0.08 0.00 0.73 0.73 0.73 1.00 1.00 1.00 sat 989 2695 807 M 2905 629 Grp Vdun-e(v),veh/h 48 33 0 65 43 0 12 297 98 Grp Volun e(v),veh/h 65 55 0 113 50 0 13 316 148 9 233 ZT5 GpSat Pl*,-),veWMn 1781 1777 1585 1781 1777 1585 1056 1870 1585 989 1777 1725 GpSatF1*s),veh/h`ln 1781 1777 1585 1781 1TI7 1585 925 1870 1585 M Im 1757 Q Set*g_s),s 2.7 0.9 0.0 a6 1.2 0.0 0.3 2.0 1.5 0.0 0.0 0.0 Q-10*g-S),s 3.6 1.5 0.0 6.2 1.3 0.0 0.4 2.4 2.7 0.0 0.0 0.0 CydeQaear6a_c),s 27 U U 3A 1,2 0,0 0,3 ZO 1.5 20 0.0 U CycfeCIClear(�Ld),e 3.6 1.5 0.0 62 1.3 0,0 U4 Z4 V 25 0,0 OD Prop In Lane 1.00 1.OD 1,00 1.00 1,00 1.00 1.00 0,47 Prop In Lane 1.00 1.00 1,00 1,00 1.00 1.00 1,00 0,36 Law Grp C*C),Vd a, 66 172 85 2`11 884 2M 121�4 813 1365 1326 Laneopwc),\ewh 85 176 144 295 751 2748 1164 731 1305 1291 V/C FWX� 0.73 0.19 0.76 0.20 0.01 0.10 0.08 0.00 0.12 0.12 V/C Ralio(X) 0.77 0.31 0.78 0.17 0.02 0.12 0.13 0.01 0.18 0.18 Awil Wq_a),vehrh 383 800 383 8W 884 2876 1219 813 1366 1325 Avail C*cL_a),vdvb 312 764 436 1013 751 2748 1164 731 1305 1291 HOM Flatoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 ZOO 2.00 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 ZOO LOst-Alter(l) I,OD I,OD 0,00 IM 100 0100 1.00 IX 1,00 0,99 0.99 0.99 Llpst-Rlter(l) 1.OD 1.00 0,00 I,OD IDD OOD 1,OD I.00 IM 0.97 Q97 OW Uniform Delay(d),siveh 477 457 0,0 47A 44,8 0.0 27 29 2.8 0.0 0.0 0.0 I-Iniform Delay(d),siveh 471 45�9 0,0 45.1 427 0.0 3.6 a8 ag 0.0 0.0 0.0 Irr,Delay(d2),S/veh 14.5 0,5 0.0 132 0,5 0,0 U OA 01 0,0 0.2 0.2 Incr Delay(c[2),sAAah 13A 1,0 U 9D 0.3 0,0 QG 0,1 02 0,0 0,3 113 Initial Q Delay(d3),sh/eh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Inted Q Ddayd3),shieh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %le,aadCq5O1/.),vWn IA 0.4 0.0 1.9 0.5 0,0 U a6 0.4 0,0 01 0.1 I/jle 8wkC#q5O1/.),\reMn 19 0.7 CtO 3,1 0.6 0,0 0.1 O'S 0.8 O'D 0.1 01 Lk,sq.kloverrent Delay,sfveh UInsig,Nlavernant Delay,s/veh U,rGrp,DeI*d),sAeh 6ZI 46,2 OD 603 45.3 U 27 30 3,0 0,0 02 0.2 UYGrpDd*d),siveh 60,5 4119 Q0 64A 42.9 0.0 3,6 &9 41 0.1 0.3 0,3 U-rGrp LOS E D E D A A A A A A b-ap LOS E D D D A A A A A A AWuach\1d,vehJh 81 A 108 A 407 M ApptoachVbl,�Afth 12D A 163 A 477 477 Approach Delay,s/veh 55,7 54.3 ao 0,2 Approach Delay,s/veh 54.2 50,7 4,0 03 Approach LOS E D A A Approach LOS D D A A ft Duration(G+Y+W),s 814 U 93 81A 8.2 10.4 Phs Wration(G+Y+Pc),s, MO 12A 9.5 78D 93 128 Change Period(Y+Flc),s 4.5 4.5 4.5 4.5 4.5 4.5 Change Penod(Y+Pc),s 4.5 4.5 4.5 4.5 4.5 4.5 IVImGrewSeftg(GrTOo s 4Z5 21,5 '".5 42.5 21,5 225 Mm(Green Sefttrxj(Grnex),s 40.5 24,5 21�5 40,5 17,5 2B,5 Max Qaear Tim s 4.0 5.6 2.9 4.0 4.7 3.2 Max Qaear Tim s 4.7 8.2 3.5 4,5 5.6 3.3 Green Ed Tim,(p p),s 25 0A OA 1-1 0.1 0.1 Green rDd Tim(p p),s Z8 02 0.2 3.2 OA 02 P,Cmftctd Delay IZ6 HCM 6th Ctd Delay 13.6 HCM Eith LOS B HOM Eith LOS B Lisa approved vdum balancing arnong the lanes for tLining mvernant. User approved vellum balancing anneng the lanes for turning nwerrient. UMnalizerd Delay for(MR,Vqq is excluded Ircm calculations oftheapproach delay and delay Lkisignalized Delayfor[EBR VUq is excluded approach delay"interserdton delay 11/03021 Synchro 11 Report 11/03021 Synchro 11 Report OvTedi-BR Page 7 OvTedi-BR Page 7 The Havenly 2023 Total AM The Havenly 2023 Total PM 6:Royal Palm Rd&Scenic St HCM 6th 1VSC 6:Royal Palm Rd&Scenic St HCM Eith 1VYSC Int Delay,s(veh 5.4 Int Delay,siveh 5 ffis LaneCaifigurations Lane Ccrffigurabonss Traffic%",veh/h 6 7 1 0 9 4 0 9 0 2 11 6 Traffic Vol,ve" 4 20 1 1 13 4 0 16 1 a 11 6 Future Vol,velb/h 6 7 1 0 9 4 0 9 0 2 11 6 Future Val,vEHh 4 20 1 1 13 4 0 16 1 8 11 6 Conificting Feda,Or 0 0 0 0 0 0 0 0 0 0 0 0 ConfficlingFedftr 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 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RrCharr)efized None None None Now RrChannellmd None None None tliona Storage Length Storage Length Veh in Medan Staracle, 0 0 0 0 Veh in Medan Storpp,# 0 0 0 0 Grade,% 0 0 0 0 Grade,% 0 0 0 0 Peak Par Fada 92 W 92 92 92 92 92 92 92 92 92 92 Peak How Factor 92 �9 92 g2 92 92 W 92 92 92 92 92 Heavy Vehicles.% 2 2 2 2 2 2 2 2 2 2 2 2 Heavy Vehicles.% 2 2 2 2 2 2 2 2 2 2 2 2 motRow 7 8 1 0 10 4 0 10 0 2 12 7 motpow 4 22 1 1 14 4 0 17 1 9 12 7 Conflicting Row Al 14 0 0 9 0 0 45 37 9 40 35 12 Conflicting Row Al 18 0 0 23 0 0 59 51 23 58 49 16 stage 1 - - - - - 23 23 - 12 12 - stage I - - - - 31 31 - 18 18 Stage 2 - - 22 14 - 28 23 - Stage 2 - - 28 20 - 40 31 Critical HJ�W 4.12 4,12 7,12 6�52 6." 7,12 6,52 6.22 Critical Rd" 4,12 4,12 7,12 6.52 6,22 7,12 6.52 6.22 atical Hdvvy Stg 1 - - 6,12 5,52 - 612 5�52 - Critical Hdwy Stg 1 - - 6,12 5,52 - 6,12 5�52 - Cdbc4t*W*2 - - 6,12 652, - 6.12 U2 - Ofical Hd"Stg 2 - 612 5.52 - 6.12 5,62 - FolloA,up Hlvvy 2.218 2.218 3.518 4.018 3.318 3.518 4.018 3.318 FdloALp Hdwy 2218 2.218 3,518 4,018 3.318 3.518 4.018 3.318 Pot Cap-I Maneuver 1604 1611 %7 655 1073 964 857 1069 Pot Cap-I Manetw 1599 1592 937 840 1054 939 W 1063 Stage 1 - - 995 876 - 1009 836 - Stage 1 - - 986 869 - 1001 880 - Stage 2 - 995 884 - 989 876 - Stage2 - 9M 879 - 975 869 - Platoon blocked,% Platoon blocked,% MwCap-1 TvIaneuver 1604 1611 9W 852 1073 9W 854 1089 MovCap-I Maneuver 15W 1592 R018 837 1054 92D 840 1083 Mov Cap-2 Nianeuver - - 938 852 - 952 854 - Mov Cap-2 Maneuver 918 837 - 92D 840 - stagel 99`1 872 1005 W stage I 9M BW 998 879 Stage 2 - - 977 884 974 872 Stage 2 969 878 952 866 HCMCor*dDeWy,s &1 0 93 9 HCMContrdDfts 1,2 04 93 9A ROM LOS A A ROM LOS A A Capadty(veh/h) 852 IW4 1611 923 Capacity(vehfi) 847 1599 1592 911 HCM Lane V/C Ratio 0,011 0,004 - 0.022 HCM Lane V/C Ratio 0,022 0,003 0.001 0,03 FICMCa*dDft(s) 93 73 0 0 9 HCM CoIrd Delay(s) 93 73 0 7-3 0 9.1 HCM Lane LOS A A A A A HOM Lane LOS A A A A A A HCM95lhI/dfleQ(veh) 0 0 0 01 HCM0hI/RfleC(veh) OA 0 0 0.1 11/03021 Synchro 11 PBport 11/03021 Synchro 11 Report OvTech-SIR Page 8 OvTach-SIR Page 8 The Havenly 2023 Total AM The Havenly 2023 Total PM 7:Junction St&Royal Palm Rd HCM Eith 1VSC 7:Junction St&Royal Palm Rd HCM Eith 1VYSC Int Delay,s(veh 3 Int Delay,siveh 2.7 Illy, La le Ccrffigurabonss 1;4 laneCcrffigurationss TmIc Vd,veh(h t 2D 1 2 28 4 3 5 3 2 5 7 Traft Vd,veWh 11 64 8 2 54 5 3 11 7 3 14 4 Future Val,ve" 1 20 1 2 28 4 3 5 3 2 5 7 Future Vol,veh/h 11 64 8 2 54 5 3 11 7 3 14 4 Conflicting Peds,Or 0 0 0 0 0 0 0 0 0 0 0 0 Qx4ofing Fed%Nhr 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 Sgn Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RtChmnelized Nore Note None Nione RTChairtralized Nore Nona None Note Storage Length Storage Length Veh in flhedian StaaW, 0 - 0 0 0 VehinMdaluSboraip,# 0 0 0 0 Grade,% 0 - 0 0 0 Grade,% 0 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Park Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehidea% 2 2 2 2 2 2 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 mffTt Flow 1 22 1 2 30 4 3 5 3 2 5 8 Mvrnt Row 12 70 9 2 59 5 3 12 8 3 15 4 Conflicting Raw Al 34 0 0 23 0 0 68 63 23 65 61 32 ConnictingRowAll 64 0 0 79 0 0 174 167 75 175 169 62 stage I - - - - - 25 25 - 36 36 - Segal 99 99 - 66 66 - Stioge 2 - - 43 38 - 29 25 - Stage 2 75 68 - 109 103 - Critical Rd" 4.12 4,12 7,12 6.52 6.22 7A2 6.52 6.22 critical mv�y 412 4,12 7.12 6.52 6.22 712 6.52 622 atical Hdwy Stg 1 - - 6.12 5,52 - 6.12 5�52 - Critical Hdwy Stg 1 - - 6,12 5,52 - 6,12 5�52 - Cdficd Rd"ft 2 - - 612 5,52 6,12 &52 - Critical Hdvvy Stg 2 - - a12 652 - S12 5,52 - Follm,up HJM 2.218 2.218 3.518 4.018 3.318 3.518 4.018 3.318 Fdla,*Lp Hd�W 2218 2.218 3,518 4,018 3.318 3.518 4.018 3.318 Rot Cap-I Mmwer 1578 1592 9Z M 1054 92D 8M 1042 Pot Q�p I Wmw 1538 1519 78g 725 986 788 724 1003 Stage 1 - - 993 874 - 980 865 - Stage I - - 907 813 - 945 840 - SWge2 - - 971 863 - 988 874 - SLW2 - 934 838 - 896 810 Platoon blocked,% Platoon blocked,% MbvCap-I Nbrofim 1578 1592 912 M 1054 92D 828 1042 MovCap-1 Wow" 1538 1519 768 719 986 767 717 1003 Mov Cap-2 Nbreuver - - 912 826 - 92D 828 - Mov Cap-2 I'ViareNer - - 768 719 - 767 717 - Stage 1 992 873 979 864 Stage 1 900 8)6 937 839 Stage 2 957 862 978 873 Stage 2 912 837 869 804 ............ Cato!Delay,g 03 OA 9 8.9 HCMControl Way,a 1 02 R6 Ra HCIVI LOS A A HCIVI LOS A A Cap-ty(ve") 9M 1578 1592 Capacity(vefvh) 798 1538 1519 766 HCM Lane V/C Ratio 0,013 0,001 0.001 - 0.016 HCM Lane V/C Ratio 0029 0008 0.001 0,03 ROM Catral Delay(a) 9 73 0 73 0 82 HCM Control Delay(s) R6 7-4 0 T4 0 9,8 HCM Lane LOS A A A A A A HCM Lane LOS A A A A A A H CM 95th I/W e Q(veh) 0 0 0 0 ROM 96th-Ale 0(veh) 01 0 0 0.1 11/03021 Synchro 11 Report 11/03021 Synchro 11 Report OvTech-SIR Page 9 OvTech-SIR Page 9 The Havenly 2023 Total AM The Havenly 2023 Total PM 8:Access A&Sueerstition Blvd HCM 6th 1VSC 8:Access A&Su2erstition Blvd HCM 6th 1VYSC IN, Int Delay,s(veh 2.6 Int Delay,siveh 1.5 Lane Ccrffigurabom La le Ccrffigurabonss 4 Y TrAc Vd,vah/h 29 2 167 85 7 Trdft\(d,vom 223 96 8 128 56 5 Future Vol,\Aalvb 95 29 2 167 85 7 Future Vol,ve" 223 96 8 128 56 5 Cofficting Pe%#AT 0 0 0 0 0 0 OanNicting Pecls,#/hr 0 0 0 0 0 0 Sw Ocntrel Free Free Free Free Stop Stop Sgn Control Free Free Free Free Stop Stop RrChanrdmd Note Nano - NOW RrChannefized we - None - Nana Storage Length 150 - 0 Storage Length 150 - - 0 Veh in NWm Sta%-,# 0 - 0 0 Veh in Mdan Storage,# 0 - - 0 0 Grade,% 0 - 0 0 Grade,% 0 - - 0 0 Peak Har Factor 92 92 92 92 92 92 Peak:Hox Fad" 92 92 92 92 92 92 Heavy Vehicles.% 2 2 2 2 2 2 Heavy Vehicles.% 2 2 2 2 2 2 mm Flow 103 32 2 182 92 8 molsow 242 104 9 139 61 5 ConnictingRowAl 0 0 135 0 289 103 Conflicting Raw At 0 0 346 0 399 242 stage I - - 103 stage 1 - 242 - Stage 2 186 Stage 2 - 157 - Critical Hd" 4,12 BA2 6." Critical Hd" 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hd"Stg 1 - 5.42 - Criticel HchW%2 5,42 - Crificd HckW%2 - 5A2 - Fdlo,A,Lp HdNW 2.218 3.518 3.318 Fcllmup Hdwy 2.218 3.518 3.318 Pot Cap�I Maneuver 1449 702 952 Pot Cap-I Mwelw 1213 607 797 Stage 1 - 921 - Stage 1 - 798 - Stage-2 - w - Soge 2 - 871 - Platoon blocked,% Platoon blocked,% MwCap-I Nbreuver 1449 701 952 MavCap-I Maneuver - 1213 602 797 MDv Cap-2 fvbreNff - 701 - MDv Cap-2 I'Vianeuver - - 602 - stage 1 921 Stage I . 798 Stage 2 - 844 Stage 2 - 864 HCMQxtd Delay,a 0 01 10,9 HCM Contral Way,a 0 O's j1Z HCM LOS B HCM LOS B CaPadty(vem) 716 - 1449 Capacity(vdvh) 614 1213 HCM Lane V/C Ratio 0,14 0,002 HCM Lane V/C Raflo 0,108 0,007 HCVIControf Way(a) 10,9 T5 0 ROM Contrd Way(a) 11.6 a 0 HCM Lane LOS B A A HCM Lane LOS B A A HClVI95hO/NeQ(veh) U 0 - HCM 95th 101le 0(veh) OA 0 - 11/03021 Synchro 11 Report 11/03021 Synchro 11 Report CivTech-SIR Page 10 OvTech-SIR Page 10 The Havenly 2023 Total AM The Havenly 2023 Total PM 9:Royal Palm Rd&Access B HCM 6th 1VSC 9:Roxal Palm Rd&Access B HCM Eith 1VYSC Int Delay,s(veh 0 Int Delay,siveh 0 Lane Configuratiom Trafflovd'vehth 0 0 0 13 26 0 Traffic Vd,vdVh 0 0 0 21 23 0 Future Vol,vel-Vh 0 0 0 13 26 0 Future Vol,ve" 0 0 0 21 23 0 Conflicting Pads,Or 0 0 0 0 0 0 Contilicting Ped�.,Vhr 0 0 0 0 0 0 Sgn Control Stop Stop Free Free Free Free Sgn Control Stop Stop Free Free Free Free RrChanrefized - None Now None RrChannelmed - I�Jlbrle Niche INJOne Storage,Length 0 - 150 a-age Length 0 - 150 Veh in NWan Sta%A# 0 0 0 - Veh in Mdw Storage,# 0 0 0 - Grade,% 0 0 0 - Grade,% 0 0 0 - PeakH"Factor 92 92 92 92 92 92 Peak Wr Factor 92 92 92 92 92 92 Heavy Vehicles.% 2 2 2 2 2 2 Heavy Vehicles.% 2 2 2 2 2 2 met now 0 0 0 14 23 0 WmTt Flow 0 0 0 23 25 0 Conflicting Raw PJI 42 28 28 0 - 0 Conflicting Raw At 48 25 25 0 - 0 stage 1 28 - - - Stage 1 25 - - Sage 2 14 - - SOW 2 23 - - Critical Hchw 6.42 6.22 4.12 Chlical Hchw 6A2 6.22 4.12 Critical Hdvy Stg 1 5.42 - - Critical Hdwy Stg 1 5.42 - - OificaIHi%wSlg2 5A2 - - Critical,HdW%2 5.42 - - FbiloA,up Fft 3.518 3.318 2.218 Follmq)Hd�W 3.518 3.318 2.218 PotCapA Niamw " 1047 1585 Pot Gap-1 Maretw 9M 1051 IW &age 1 995 - - Stage 1 998 - SWge2 1009 - Sbge2 1000 Platoon blocked,% Platoon blocked,% MovC.-p-I Maneuver 969 1047 1585 MwCap-1 fvbmNer 962 1051 1589 Mov Cap-2 NAaneuver 969 - - Mov Cap-2 Maneuver 962 - - stage 1 9w Stage 1 993 Stage 2 1009 Stage 2 1000 HCMOxlrdDfts 0 0 0 ROM Control Delay,a 0 0 0 HCM LOS A HCM LOS A Capacity(Vd*) 1585 capacity(Veft) 1539 HCM Lane V/C Raii - HCM Lane V/C Ratio - ROM Catral Dalay(s) 0 - 0 HOMQxtdDft(s) 0 0 HOM Lane LOS A - A HCM Lane LOS A A HCM95fh-/NeC(veh) 0 - ROM 9Rh O/dile Q(veh) 0 11/03021 Synchro 11 Report 11/03021 Synchro 11 Report CivTech-SIR page 11 OvTech-SIR page 11 The Havenly—Apache ]unction, AZ Traffic Impact Analysis APPENDIX I QUEUE STORAGE ANALYSIS CW�= Cl*vTech The Havenly Queue Storage Calculations Signalized Intersections 2023 Average Vehicle Length, VL (Per Table 9-23, AASHTO"Green Book"2018, p 9-99) Truck% 00/0 Intersection Cycle Length (sec): 12D 0% 2 Cycles per Hour: 30 Queuing Cycles: 2 5% 28 10% 32 Apache Junction Jurisdiction 15% 5 Arterial Art.at Dwy. Collector Col.at Dwy. Local 20% 38 41 —0 0 0 0 Minimum Left Turn Storage(ft) 717 1 1 0 1 0 1 0 1 0 �Minimum Right Turn Storage (ft) VL (ft)= 25 Average Vehicle Length Equation Used Storage Length, SL, =2 x(vehicles/hour)/(cycles/hour)x Average Vehicle Length NB Left 104 0 147 10 0 250 250' FIdaho Rd &Superstition Blvd SB Left 15 0 19 2 0 50 50' EB Left 71 0 60 5 0 125 125'_ WB Left 68 0 71 5 0 125 125' NB Left 11 0 12 1 0 25 25' SB Left 2 0 8 1 0 25 25' EB Left 44 0 60 4 0 100 1001 Idaho Rd &Apache Tr WB Left 60 0 104 7 0 175 175' N13 Right 90 0 136 10 0 250 250' EB Right 17 0 17 2 0 50 501 WB Right 6 0 7 1 0 25 25' *Note.Tni&P8ssenger Vehicle split is projected based on percentage and not reflective of acctual vehicle classification counts. "Yeld'for turns indicates that,%bile nwerrient may or may riot be sul�jedt to a Yield sign,vehicles rrust yield to onoorring traffic and may expedenoe delays. October 2021 CivTech Page 1 Appendix 1 Z7 The Havenly Queue Storage Calculations Unsignalized Intersections 2023 Left Turns (Per AASHTO"Green Book"2018, pp,9-96 to 9-99) Truck%=F-----] U.S.Customary U.S.Customary 4 INA 0% 25 e—, MCK) In 5% 28 A 10% 32 In 15% 35 20% 38 I fna;or�load y"hun" wrh Th" 2-5 6T.I minur Inom"W'W,J,Sluned 1"IV Cqu"d ST, , 'T"ra'-'e leripll,fi VL (ft) 25 Average Vehicle Length to�,Ww,-Kjh'm dw mo-,N-ay 11"n-A) Per Section 9.7.2.2 Storage Length c (veh1hr)= calculated Left-Tum Capacity Vo (vWhr)= Opposing Maior Road Volume 64�,,V-up g-ap, tc (sec)= 6.25 85th 0/,rile Oitica!Gap V1, werq,4--lengtb pvc vellide,ft tf (sec)= 2.50 FbIlow-Up Gap a (ft)= calculated Storage Length Jurisdiction P(n>l\o = 0.005 (a probaloility,no units) Artenal At.at Dmy. Collector Col.at Dwy. Local v(veh1hr)= enter below Left-Tum Vehicle Volume 0 1 0 1 0 1 0 Minimum Left Turn Storage(ft) 0 1 0 1 0 1 0 Minimum Right Turn Storage(ft) R4qht Turn Equation Used: storage length =2 x(vehicles/hour)/(60 minutes/hour)x average vehicle length . * - E PAce NASupeirstition lBglvd EB Right 1 129E0 1 961 4 100, 100, c ss & Royal Palm Rd&Access B SB Right 0 0 0 0 0# Of *Note:TnicklPassenger Vehicle spit is prqected based on percentage and not reflective of acctual vehicle classification cants. "Yeld"for turris indicates that,Mile movement may or may not be subiect to a Yield sign,veNdes rrust yield to onooning traffic and may experience delays. October 2021 (2—=4 CWTedi Page 2 Appendix I The Havenly 2023 Total AM The Havenly 2023 Total PM 1:Idaho Rd&Superstition Blvd QLejes 1:Idaho Rd&Sueerstition Blvd Quaies Lane Group Raw(vph) 77 189 74 191 113 194 16 157 Lane G*ap Flow(vph) 65 448 77 193 160 248 21 252 Vic fto 00 0,42 0.29 (LS1 0.14 0.09 0.02 O�15 Vic R960 CL24 0.72 OW Q40 Q22 0,11 0.03 0.28 Cb*d Delay 31,9 233 31,9 44,0 6,1 57 7.2 11,2 Ca*d Delay 29,0 28,2 32,6 39.3 7,2 6,2 8,2 14,9 Qjeuecday 00 0.0 0.0 0,0 0,0 Cto 010 010 O"'Oway, 0.0 0,0 OD 0,0 o(O 0.0 010 110 ToblCday 31.9 23.3 31.9 44.0 6.1 5.7 7.2 11.2 Total Delay 29.0 28.2 32.6 39.3 7.2 6.2 8.2 14.9 0,,eLe Le-Oh 50111(ft) 39 30 38 57 2) 11 3 39 ooem Langth 50h(ft) 32 76 38 57 30 15 4 80 0-Length 95th(ft) 72 60 69 90 43 24 12 87 O-eLie Length 95th(ft) 61 122 69 86 56 48 15 159 Interr-d UnkDisf(ft) 203 1269 112D 604 IrtaYd Unk Ust(ft) 203 1269 1120 604 T-Bay Length(ft) 150 150 150 150 T-Bay Length(ft) 150 150 150 150 Basecsloa*�Vh) 319 936 274 827 869 2212 816 1017 Base Ca,-ty(0) 283 994 216 897 770 2189 731 974 Stavation Cap Redicin 0 0 0 0 0 0 0 0 Starvation Cap PzJ" 0 0 0 0 0 0 0 0 Sallfback Cap RedLdn 0 0 0 0 0 0 0 0 Soltbad�CapPadWrl 0 0 0 0 0 0 0 0 &-age Cap P� 0 0 0 0 0 0 0 0 &orage Cap ReJjctn 0 0 0 0 0 0 0 0 Redmd v/c Rate 0,24 020 0,27 OL23 013 0.09 0.02 0,15 Reduced We fto, 0,23 0.45 Q36 a22 0.21 0.11 0,03 026 11/01/2D21 Synchro 11 PBport 11/01/2D21 Synchro 11 Report OvTech-BR Page 1 OvTech-BR Page 1 The Havenly 2023 Total AM The Havenly 2023 Total PM 5:Apache Tr&Idaho Rd QLejes 5:Aeache Tr&Idaho Rd Quaies Lane Gap Raw(vph) 48 33 18 65 43 7 12 307 88 2 324 Lane GnLp Flow(vph) 65 55 18 113 50 8 13 331 133 9 468 Vic fto, 0,33 0.14 0.11 0.44 0,16 0.04 0.01 0.12 0.08 0,00 0,12 Vic Pab 0.41 0.22 0.08 Q55 W4 0,04 UO2 0.14 0.13 CtOl 0.19 Contrd We)/ 48,8 45,2 14 49,7 44.1 03 53 43 1A 4,5 3,0 Ca*d Delay 50,0 45,7 0,8 50,8 41,3 03 6,8 61 1,6 4,6 4.1 Qj"Delay 0-0 0.0 0,0 0,0 0.0 U Ob Q0 0.0 Cto 0,0 Oem Delay U (to 0,0 0.0 0,0 0,0 0.0 0.0 0.0 OD U Total Delay 48.8 45.2 1.4 49.7 44.1 0.3 5.3 4.3 1.4 4.5 3.0 Total Delay 50.0 45.7 0.8 50.8 41.3 0.3 6.8 6.1 1.6 4.6 4.1 QjauaLw4h5m(ft) 29 10 0 40 13 0 2 29 a 0 33 an't.Lencp 5m(ft) 40 17 a 69 15 0 2 36 0 1 43 Oja�e L"h 95th(ft) 64 26 0 80 31 0 8 51 16 n-2 47 QjeLie L"h 95th(ft) 80 37 0 119 33 0 10 64 23 rr6 54 InterrialUnkD[st(ft) 531 1757 5m 1120 lnten�Unk Dst(ft) 531 1757 570 1120 T-Bay Ler4h(ft) 150 150 150 5DO 150 150 150 T-Bay Lffoh(ft) 150 150 150 500 150 150 150 Ba-C*acity(vph) 380 7% 406 380 796 406 807 3M 1143 810 2674 13-QwdlY,(Vph) 309 76D 430 433 1008 497 624 M 1046 707 2413 Starvation Cap Reduch 0 0 0 0 0 0 0 0 0 0 0 -Ravabon Cap Pad" 0 0 0 0 0 0 0 0 0 0 0 S'011back Cap P-,dLr4n 0 0 0 0 0 0 0 0 0 0 0 Sollback Cap PedLdn 0 0 0 0 0 0 0 0 0 0 0 &-age Cap Redudn 0 0 0 0 0 0 0 0 0 0 0 &-cKje Cap Redictn 0 0 0 0 0 0 0 0 0 0 0 Pecilaced We Rado 0,13 q04 0.04 017 H5 U2 OB 0,12 GOB 0,0) 012 Radioed We R300 0.21 0.07 U4 0.26 CL05 0,02 0,02 0.44 013 0,01 0,19 Vdumfor 95th percenfile queue is n-dered by LptrearndgraL m Volorrefbr9Nipa)cerffileqLojeisni�Ao*edby44b'eam,,��, 11/01/2D21 Synchro 11 PBport 11/01/2D21 Synchro 11 PBport OvTech-BR Page 2 OvTech-BR Page 2 City of Apache Junction, Arizona Meeting location: City Council Chambers at City Hall 300 E Superstition Blvd Meeting Minutes Apache Junction,AZ Planning and Zoning Commission 85119 apachejunctionaz.gov P:(480)474-5083 Tuesday,September 28,2021 7:00 PM City Council Chambers 1. Call to Order Chair Heck called the meeting to order at 7:00 pm. 2. Pledge of Allegiance Chair Heck led the Pledge of Allegiance. 3. Roll Call Present: 7- Chairperson Heck Vice Chair Hantzsche Commissioner Gage Commissioner Begeman Commissioner Cross Commissioner Cantwell Commissioner Barker Staff present: Joel Stern, City Attorney Larry Kirch, DS Director Kelsey Schattnik, Planner Nick Leftwich, Associate Planner 4. Consent Agenda Vice Chair Hantzsche moved that the Planning and Zoning Commission accept the agenda as presented and approve the minutes from the August 10,2021 and August 24,2021 regular meetings.Commissioner Barker seconded the motion. Yes: 7- Chairperson Heck,Vice Chair Hantzsche, Commissioner Gage, Commissioner Begeman, Commissioner Cross, Commissioner Cantwell and Commissioner Barker No: 0 Chair Heck called for a motion. 21-509 Consideration of approval of agenda. 21-510 Consideration of approval of the minutes of the August 10, 2021 and August 24, 2021 regular meetings. 5. Public Hearings City of Apache Junction,Arizona Page 1 Planning and Zoning Commission Meeting Minutes September 28,2021 21-486 Presentation, discussion, public hearing and consideration of P-21-68-PZ, a proposed rezoning of 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. Commissioner Barker moved that the Planning and Zoning Commission recommend to the Apache Junction City Council the approval 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 2/1313"), 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-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 11, 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.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(102-02-001 B),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 City of Apache Junction,Arizona Page 2 Planning and Zoning Commission Meeting Minutes September 28.2V21 thun1VY6 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 Pl)ordinance approval. 14)The developer will meet with the city to dedicate pieces of the land for trails for trail use.Vice Chair Hantzsche seconded the motion. Yes: 7- Chairperson Heck,Vice Chair Hantrouho. Commissioner Gage, Commissioner Bogemon. Commissioner Cross, Commissioner Cantwell and Commissioner Barker No: O Planner Schattnik gave a presentation on Case P-21-68-PZ: "The Residences at Apache Trail" to develop opproximata|y2U1 single-family rental units, located at the southwest corner of Broadway and Tomahawk. Recommend approval subject tn conditions nf approval in staff report. A public hearing with the city council io scheduled nn October 10that7:00pm. Applicant Sonoma Communities, represented by Adam Baugh Withey Morris, gave a presentation on the project and discussed challenges on the property, including a large wash which was addressed in the plan. Most rental residences are single story and include updated fixtures and amenities which will attract better tenants. The wash, layout of the units, moUboxeo, electric vehicle parking aboUuno, horse trail oyobam, sewer system, traffic studies and parking was discussed with the applicant and the commissioners. Chair Heck opened the public hearing portion of the meeting. George Schroeder, residing at 2444 W.Virginia, Apache Junction, stated he was opposed to apartments, especially two or three stories, and expressed concern over garbage, noise, and increasing traffic un Old West Hwy. Mr. Schroeder stated ha doesn't want Apache Junction to ba like Mesa. Scott Oldenkirk, residing on Sixshooter Road,Apache Junction, had questions about the approval process of the development. Mr. D|denkirk stated that he likes the rural nature of Apache Junction, and doesn't want the development here. Jeff Bartlett, residing ot108N. Meridian Drive, Apt. 220.Apache Junction, expressed he likes the fact that Apache Junction io developing more like Mesa, or even Phoenix. Mr. Bartlett stated that he likes the design of the project and stated he is against too many regulations and feels that there are ways to make it work and lower the cost nfliving. Ken Bradley, residing at 635 N. Royal Palm, Apache Junction stated he's lived in Arizona for a long time and expressed concern over Apache Junction losing the rural nature of the city, and haie against having the apartments. Jim Bower, 1950 E. 12th Ave., Apache Junction had a question about the main entrance of the development and vvhane it was located; it was stated that it's on Broadway. He further stated that hoin not against development in Apache Junction. Chair Heck closed the public hearing portion nf the meeting. The commission discussed several concerns including the horse trail, the wash, traffic and rezoning commercial property to residential property along with future commercial development along Old West Hwy. The commission agreed tn recommend for approval, an long aeanother City vr Apache Junction,Arizona Page Planning and Zoning Commission Meeting Minutes September 28,2021 condition was met regarding the trail. Chair Heck called for a review of the findings of fact which were read, and all commissioners agreed, no objections. Chair Heck called for a motion. 21-528 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 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. Commissioner Barker moved that the Planning and Zoning Commission recommend to the city council that we continue this item until the Planning and Zoning meeting of November 23,2021. Commissioner Cross seconded the motion. Yes: 7- Chairperson Heck,Vice Chair Hantzsche, Commissioner Gage, Commissioner Begeman, Commissioner Cross, Commissioner Cantwell and Commissioner Barker No: 0 Associate Planner Nick Leftwich gave a presentation on case P-21-73-PZ, a proposed rezoning of 14.77 acres at the southwest corner of Superstition Boulevard and Royal Palm Road, for the purpose of developing a 166-unit rental residential community. Brennan Ray of Burch & Cracchiolo, representing Applicant Chris Hundelt of Keystone Homes gave a presentation on case P-21-73-PZ. The commissioners discussed traffic concerns, walls, fire protection, and landscaping plants. Chair Heck opened the public hearing portion of the item. George Schroeder residing at 2444 W. Virginia, Apache Junction stated the development was the worst representation of Apache Junction and was not in favor of the development. Jeff Bartlett residing at 108 N. Meridian Dr.,Apt. 220, Apache Junction stated he liked the design and the property and felt the high density development was a good thing for creating a place for people to live. He stated the demographics will change over time. Kacey Bradley residing at 635 N. Royal Palm, Apache Junction stated she was directly affected by this development and doesn't understand why there's so many people crammed into the parcel. She discussed traffic concerns and accidents and feels like the development isn't a good fit for the area. Beth Williamson residing at 971 E. Ranch Rd., Apache Junction, stated she's the boarding stable owner. She discussed her concerns with horse riders and the dangers with traffic. Ken Bradley residing at 635 N. Royal Palm, Apache Junction stated he's concerned about wildlife and mentioned a wildlife study. He also mentioned concern with traffic. City of Apache Junction,Arizona Page 4 Planning and Zoning Commission Meeting Minutes September 28,2021 Tim Sheehan residing at 357 S. Winchester Rd., Apache Junction stated he owns AJ Apartments and stated he receives calls weekly from people looking for a place to live. He stated that we definitely need this development in the area due to all the people moving to the area. Lucy Ortiz residing at 591 E. Superstition Blvd., Apache Junction stated she just purchased her home in this rural area and wasn't expecting high density housing in front of her home, and she feels like the development would be killing the habitat and the 2-story would block her view. She stated she is not in favor of the development. Julie Fritz residing at 575 N. Royal Palm Rd., Apache Junction she is opposed to the development and will be directly affected by it. She stated the parcel is too small for that many people. Chair Heck closed the public hearing portion of the item. The commissioners discussed several concerns with the development, including fire access, the development location and the fit as a whole, the amount of high density housing currently approved in the city, the neighbors, horses, the sewer board and city staff transparency, a disconnect between zoning map and master plan map and the resulting issues, and traffic flow concerns. Director Kirch stated the general plan was approved by the voters and passed by the city council in August 2020. He stated that a traffic study is warranted in the project area. He stated that staff recommended approval of the development and was correct to do so. He further stated that the city inherited a lot of zoning from the county. Chair Heck again discussed the traffic concerns and requested a continuance pending a traffic study. City Attorney Stern suggested a continuance in two months due to time involved for a traffic study. Chair Heck called for a motion. 6. Old Business None. 7. New Business None. 8. Information and Reports None. 9. Director's Report None. 10. Selection of Meeting Dates, Times, Location and Purpose City of Apache Junction,Arizona Page 5 Planning and Zoning Commission Meeting Minutes September 28.2V21 Vice Chair Hontzsche moved that the Planning and Zoning Commission hold m regular meeting on October 12,2021 at 7:00 pm in the city council chambers located at 300 E.Superstition Boulevard. In the event there are no items to be brought forward to the commission,this meeting may hecanceled. Notification of cancellation properly posted and the commission notified by staff. Commissioner Barker seconded the motion. Yes: 7- Chairperson Heck,Vice Chair Hantrooho. Commissioner Gage, Commissioner Bogemon. Commissioner Cross, Commissioner Cantwell and Commissioner Barker No: O Chair Heck called for amotion. 11' Adjournment Chair Heck adjourned the meeting at8:5Dpm. Chair Peter Heck City vr Apache Junction,Arizona Page Rezoning Application for FAMIF -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 1. Introduction........................................................................................................................ 1 11. Site and Surrounding Area............................................................................................... I 111. 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 I 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 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 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. 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. V1.PROJECT TEAM Develope Keystone Homes Attn: Rich Eneim, Jr. Chris Hundelt 7550 E. McDonald Drive, Suite G Scottsdale, AZ 85250 Phone: (480) 428-1001 Enginee 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 V11. 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 SIF 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 , I I I "I"S',""m 11 , I I 'I'll 11 ­1 I , I, ,,," 1 ''­, I ll�l - ,,,q,� , ",", W, 1 . .........I, �I; "" M"Mil " " "", ,"A" "; , I I ", T,T7,1i 7,VA ---------, - , ,, "" I ­11...........................-.--------...............................- __ . , , I " � , os "r ,I,, '*�,V, mg,iw�,� ......�"'mTr­,,,,',',i',," l"'I"a" , I,' T,��W,-, ,, ! li�, ��: KIN 011"111111 600, , I "I" "' � ""', ", 11 I ,,v','h,'%"­ "II, & """ ­ "'I'M �" , , ""'' " , 1, ___ "�Tf7,' p "W"R", I `7`W, F17111W1fflVV',, ,47@l, , ,?,' ,'poii�,,�Imor ,"It"'o ,� " � , "" ?I,,, ,Is f���"vj�,,i�,K""",.......I 0"',......, " I 1011111111, ,,, 14, , , ,, , 11 MO.1 11 " I I " ,, ,,,, ,," - , , I I I 11 � , ", , ,, ,,,,­�, "I""'i"', " �;'i I , I I 11 ­11 11 ,,, I­i,a" ,,-I, ,,,������,,,������7,,,,�""","","", ,� �,,i, ,,,�,,,,,,,�',,,�,,,�,,,,,,,,,,�,,,,,��,,,��'�,J", 11 I , I,� I I,;',',,,l,,,I"',,,,',,'q,�,,,,,,�,I;I 12�,"11I I ,,,�,,�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,;,,,�,,,,,,,,,,,,,,,,,��,,,,,,�,,,,,,,"""�,�,�"""�,,��,,,,,�",��,,�""���""","","I�,,,,,,�""",",�,,,,,,,,",i;,,,,��,,,,,,,,,,,,,,""i",�,,,,,,�,�i�)�,,,,,,,,,�""","","""","",,2"i"",,�,,,i,�,,� ",! 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I * " . , L � _____1_' 1".1'1'!,__ , '11 - - ,--"' - _20,11""'II4 , ____________*_, ,�," A A -------_____11 10 ______ Bassenian I Lagoni I IN FORMATIONAL S I T E P L A IN ARCHITECTURE - PLANNING - INTERIORS Copyright 2021 Bassenian I Lagoni Architects T H E H A V E IN L Y S U P E R S T I T I 0 IN 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 1 771 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 - 'D LEGEND Parcels City of Apache Junction 47 Street Names Pinal County N Municipal Boundary County Boundary Cl TY 0 F APACH E JU N CTI ON A 13Apache Junction PINALCOUNTY September 22, 2021 0 0.045 0.09 m Content maintained by theApache Junction GISDivision EAST SUPERSTITION BOULEVARD TOTANDSCAPE SETBACK 33' R�O.W� CONCEPTUAL PLANT PALETTE —------------------------------------------------------------ TREES 24" BOX MIN MULGA(ACACIA ANEURA) 4 NOTE:TREE SYMBOLS SHOWN ARE MEANT TO .......... ASH TREE ITRAXINUS SPECIES) DEPICT DIVERSITY OF PLANT MATERIAL AND ACACIA(ACACIA SPECIES) LOCATIONS ONLY.TREE SYMBOLS MAY BE ANY DESERT WILLOW(CHILOPSIS SPECIES) OF THE TREES LISTED WITHIN THE PALETTE AND WILL BE DETERMINED AT THE TIME OF ANN,, ELM TREE(ULMUS SPECIES) IMPROVEMENT PLANS ONCE THE SITE PLAN 7< TEXAS EBONY(EBENOPSIS EBANO) AND LANDSCAPE DESIGNS ARE FINAL. i� PALO VERDE(PARKINSONIA SPECIES) z PISTACHE SPHES EDESTRIAN SAGUARO CACTUS SPECIES HERITAGE LIVE OAK(QUERCUS VIRGINIANA'HERITAGC) < GATE (TYP.) MESQUITE TREE(PROSOPIS SPECIES) 0 MEDITERRANEAN FAN PALM(CHAMAEROPS SPECIES) J Ij DATE PALM(PHOENIX SPECIES) SHRUBS - 5 GAL. MIN. BOUGAINVILLEA(BOUGAINVILLEA SPECIES) t7t RUSSELLIA(RUSSELLIA SPECIES) ce DESERT BIRD OF PARADISE(CAESALPINIA SPECIES) FAIRY DUSTER(CALLIANDRA SPECIES) z fg, BRITTLEBUSH (ENCELIA FARINOSAI OUTBACK CASSIA(CASSIA SPECIES) �,R EMU BUSH(EREMOPHILA SPECIES) TEXAS SAGE(LEUCOPHYLLUM SPECIES) Igloo BAIA RUELLIA(RUELLIA PENINSULARIS) ............... SALVIA(SALVIA SPECIES) YELLOW BELLS(TECOMA SPECIES) < IN, cc ACCENT PLANTS - 5 GAL. MIN. V� Z 17 AGAVE(AGAVE SPECIES) ALOE(ALOE SPECIES) DESERT SPOON(DASYLIRION WHEELERI) CACTUS SPECIES HESPERALOE SPECIES OCOTILLO(FOUQUIERIA SPLENDENS) PEDESTRIAN GATE (TYP.) PRICKLY PEAR(OPUNTIA SPECIES) MUHLENBERGIA(MUHLENBERGIA SPECIES) BOUTELOUA(BOUTELOUA SPECIES) NOLINA(NOLINA SPECIES) LADY'S SLIPPER(PEDILANTHUS MACROCARPUS) YUCCA(YUCCA SPECIES) GROUNDCOVER - 3 GAL. MIN. < LANTANA(LANTANA SPECIES) IRENE ROSEMARY(RCISMARINUS SPECIES) z x > ACACIA(ACACIA SSPECIES) WEDELIA(WEDELIA SPECIES) DECOMPOSED GRANITE ........................................................................................................................... 2"DEPTH MIN,COLOR AND SIZE:TO BE DETERMINED M111111111111 2"DEPTH MIN.COLOR AND SIZE:TO BE DETERMINED AT PRIVATE YARDS z ARTIFICIAL TURF. COLOR:TOBE DETERMINED 'MIDIRON' HYBRID BERMUDA SOD (OR HYDROSEED VAR. BLACKJACK) TURF JA VICINITY MAP PEDESTRIAN GATE (TYP.) DEVELOPER vow KEYSTONE HOMES v 7550 E. MCDONALD DR. SUITE G SCOTTSDALE,ARIZONA 85250 SITE 1E. SUPERS ITION (602)499-0710 BLVD. CONTACT: CHRIS HUNDELT chundelt@keystonehomesaz.com DOG _j R LANDSCAPE ARCHITECT PARIC < MCGOUGH ADAMSON ...............- 535 E. MCKELLIPS RD. SUITE 131 MESA,ARIZONA 85203 10' LANDSCAPE (602) 997-9093 SETBACK CONTACT: NICK ADAMSON Irk nicka@mg-az.com COVERED PARKING 33' R.O.W. GARAGE UNIT(TYP.) GATE(TYP.) VEHICULAR GATE (TYP.) T oLZA r NOTES- 1� DU E TO PLANT MATERIAL AVAI LABI LITY,SU BSTITUTI ONS TO R PLANT MATERIAL L ISTED ABOVE MAY BE USED. ANY ALTERNATES OR SUBSTITUTIONS MUST BE ON THE ADWR LOW WATER USE PLANT LIST. 25DEDICATION SETBACK 10' LANDSCAPE SETBACK 2. SUB-SPECIES OR HYBRIDS OF PLANT MATERIAL LISTED ABOVE MAY BE USED AS ALTERNATES/SUBSTITUTIONS, 3. ADDITIONAL PLANT MATERIAL MAY BE ADDED TO THE LIST ABOVE DUE TO UTILITY COMPANY OR ill Agy"', 0, A 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. 10' LANDSCAPE SETBACK PRIVATE YARD (TYP.) MCGOUGH NORTH ADAMSON In N' SCALE: 1 =50f-Otl T I T IU0 � 1L L�',:mdscapc TH E HAVE N L'til S u *""k E r""6L 1 /\rchitcct�; PRELIMINARY LANDSCAPE PLAN Land 'a r)ni n"', A tn' I RI Z Irri ation APACHE JUNCTION A u rNA 0' 25' 50' 100, 150' JULY 19TH,, 2021 EAST SUPERSTITION BOULEVARD WALL PLAN LEGEND . 6HT. PRIMARY THEME WALL. SEE ELEVATIONWEIELOW. ......... 6' HT FULL VIEW FENCE. SEE ELEVATION *13" BELO1r . 6' HT. BUILDER WALL. SEE ELEVATION 'C' BELOW. ......... "Ll'311 PROJECT THEME COLUMNS _T PROJECT ENTRANCE/SIGN MONUMENT PEDESTRIAN GATE (TYP.) .... ......... C) T T", r EDESTRIAN ACCESS GATE r. 6" CMU BLOCK ........... ..... ce. if : WIN" z OIL POOL MAX 00000 0 F FINISH GRADE 13 Lw .......... 7 P ....... .. ..... --------------------- ------------------- .......... ........... PRIMARY THEME WALL M, IRON F_771 PED. ATE G ENCING ........ PEDESTRIAN GATE (TYP.) I it L-1, EJ ............................... ............... .......... ............. L <i J I 4............ ........... (D ce 6_011 MAX LL_ < CL FINISH GRADE < . ...... .............. 4" ------------- ........... 71 FULL VIEW FENCE CLIO .......... L '00e.............. ............... 12'±O.C. 1 . If -77- .......... PEDESTRIAN GATE (TYP.) 7­`": 7 6-01" ------------ MAX ......... FINISH GRADE FF DOG PARK (�) BUILDER WALL A PEDESTRIAN GATE (TYP.) 'A 71"17­7' 77 A A A I VEHICULAR GATE (TYP.) VICINITY MAP DEVELOPER KEYSTONE HOMES PEDESTRIAN GATE (TYP.) 7550 E. MCDONALD DR. SUITE G �Lil SCOTTSDALE,ARIZONA 85250 L1 SITE E. U ERSTITICN CI r IN CONTACT: CHRIS HUNDELT chundelt@keystonehomesaz.com < LANDSCAPE ARCHITECT MCGOUGH ADAMSON 0 535 E. MCKELLIPS R . SUITE 131 L T MESA,ARIZONA S . (602) 997-9093 I rh CONTACT: NICK ADAMSON L nicka@mg-az.com MCGOUGH NORTH A DAMS ON am I y V SIXII SCALE: 1 =501-011 LI-andscape THE N Arc-1hitects —fl- r PRELIMINARY WALL PLAN ............... APACHE JUNCTION, ARIZONA 0' 25' 50' 100' 150' Irrigation JULY 19TH,, 2021 8"X8"X1 6"CMU WALL WITH SMOOTH STUCCO HNISH, PAINTED SHERWIN WILLIAMS'RICE GRAIN' (SW6155) SIGN MONUMENT SIGN TO BE FRt[ STANDING ADJACENT TO THEME WALL(TYP.) REVERSE PAN CHANNEL LETTERS. SIGN WALL TO BE UPLIT 8"X8"`X1 6**STACKED CMU BLOCK. 3 PAINTED SHERWIN WILLIAMS'CURIO GRAY (SW0024) STEEL RAIL.PAINTED SHERWIN WILLIAMS 8"X4`l STACKED CMU BLOCK. 'CAVIAR' (SW6990) 5729 PAINTED SHER�,VIN WILLIAM$,,`,8E,ST 8"U"X16"STACKED,SINGLE SCORE BRO NZE'(SW6160 CMU BLOCK. PAINTED SHERWIN WILLIAMS 2w, 'CURIO GRAY (SkV0024) It 6"X8"X16"STACKED,SMOOTH "AINTED SHERWIN EY TO N CMU BLOCK. F 6 (SWO024) WILLIAMS"CURIO GRAY 11 Eii,11 ii q I III M F Al ENTMNCE MONUMENT SCALE: 1/2 It = 1 f-0 it t I'll RIP STEEL POST. PAINTED SHERWIN WILLIAMS tAVIAR" (SW6990) STEEL RAIL. PAINTED SHERWIN �pj WILLIAMS'CAVIAR. (SW6990) STEEL PICKET. PAINTED SHERWIN WILLIAMS'CAVIAR'(SkV6990) 4 8"X8*"X16"`STACKED, SINGLE SCORE CMU BLOCK. PAINTED SHERWIN WILLIAMS 'CURIO GRAY' (SWO024) 6**X8**Xl 6** STACKED, SMOOTH Cl BLOCK. ,q PAINTED SHERWIN WILLIAMS*CL)RI0 GRAY SW0024) 110 EXTERIOR PEDESTRIAN ACCESS GATEWAY ............. ............... ------- -------------- .............. .............................................. ........... ---------------- .......... SCALE: 1/2 1#-ofif MCGOUGH F ADAMSON Landscape Tr_1* E H "A" VENLY SUPERSTITION AtChitoil PRELIMINARY WALL AND MONUMENT DETAILS La n d il r',r1r,n sp, APACHE JUNCTION, ARIZONA 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. In fit 06 ......... N PRIVATE PEAR YARD TO HOME RELATIONSHIP EXAMPLE ...... .. ................... 19,M. Paseo/Park Scene Royal Palm Street Scene C D G Uj LU �mz`:•v<; .k&i s a,rxa ". f t," �," ",,�� i" �Y,,; t�,�g E.:;', YS�;, .: t t.<;�`� jtsS.. t� �t �,l Y� � r &�, ,,•. x.. t� ��� ��, .ra ?.., ,: r+k sir( Jrs ��ic�sr,�",""a`��at,w ¢`,e..,. ,a � `•5aat..Y�s7 f, ty ��,��#ti t< ;x ",., „;,, Y t a „' ,ir,`• `�'•, ,. t}sk t l t� f33�t�2�` �i Z :{k k � �'r''i d{}�� 1 1 r.: yuY s� J " 1. a r, a• � �t Y n� r � :�i .._ a" - fig. ,. t :." 4:,`� �tti l '�;�£ l;; J`t.. .�`;". }•. h ya} k 1 rW. Y i t a a; L 1 r t x N' b 4 s z k g�a, .. ,a t� .,,a: ,. �•f �43"�}f }�1�'ry{��:, k:;,y, 3 f r,">ias.r �" + nrmrrr � F RQ, REAR FRONT A MATERIAL LEGEND_ A. t t C R E ' 'TILE B. STUCCO C. DECORATIVE GABLE D. STUCCO OVER FOAM DECORATIVE LIGHT FIXTURE F. DECORATIVE ` L. G. WINDOW H e AWNING F LEFT 5 . . 12 33:12ROOF PLAN A i RAKE: TIGHT EE: " ROOF MATERIAL: CONCRETE "S" TILE RIGHT PLAN I Bassenian I Lagom Contemporary SpaElevation Coppight 2021 Bassenian I Lagoni Architects E U 07 . 15 . 21 T ' ' AVENLY S ' ' PERSTITION ARCHITECTURE - PLANNING - INTERIORS m Apache junction Arizona EMT 2''-'"' 4 8 KEYSTONE ,,.�,. ........ .....W H S ....... 36'-2" lop 291-511 61 -811 3050 S.H. 8080 SL. GL. DR. /------------------- 50 S.H. ---3050- -SS.H.H. _ AC REF. _ 1 I 1 vi 1 I 1 ----------- o--- -F Ln j D.W. \ I DINING 10'-1" CLG. 0IU ° GREAT L Colo ROOM KITCHEN 194 x 1210 1 j 10'-1" CLG. 10'-I" CLG. I I I— � II O T ' I N rvG PANTRY11 I I LL If F 48 6" � LINEN I I R II vi BA. 9'-1° CLG. 9'-1° CLG. __ MASTER o T BEDROOM Ln t�l — 130 x114 9'-1" C LG. l D 11 W I 1630 S.H. I 1 I 1 - 11 1 - 2040 S.H. 2040 S.H. PLAN IA TARGET: 725 SQ. FT. I BEDROOMS / 1 BATHS FLOOR AREA TABLE TOTAL LIVING 722 SQ. FT. Bassenian I Lagoni PLAN I A PORCH 118 SQ. FT. ARCHITECTURE - PLANNING - INTERIORS Reflects S p a n i s h Elevation 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 0 2 . 1 5 . 2 1 ° � u Apache Junction Arizona 0 2 4 8 KEYST NE 3 3 1 . 2 1 0 7 0 �wM.,r..�..,.u. H 0 M E S �....�.. t p tt� x } £ '•'= f t r 4 pxr '{fit »;tsf}rr't ``" LU �% r k trr ts'�'�• ?s�'. { t# t v t�,. kf t 't}{Yx ;t r +r�", ��'; • }t,d•a 9}i��r�lf.`t?{k 4 s 4� ry 4I3'� Ydk t ;t,�r#i x� k t k r. y fvi 3 { 4 s k S t t1W LU LU sf 1S�}t j� Lf .;v n„,. ri� 4„j, <.. ',,,s' ,•,z,r .�4.. iz. '3'` Y�4 t sr �f< x 9�ris"'°t 1 �.; f, :..a. "• e. :; n��i r" r„'y "r,.' .. �.r >a �e<ti. y" �,.,ter .2,.� � r;1 r r „ a � a ,_ � Y .,f .. ,..r.,s „'. �r t;`: .• .ti,�={ �>, z:, � ,,Y tV Y i 4 r. ), tin n: . •, s" }.� ,�,u •wknr. " +�1 4"`d'7" +:y"•_,. '"'';` ,r, e. i� . r "� � t itl '' r„ ' tt d f s t f}. m#. it { �r{{ 3=iC t' W, i • ,, �, f.. .-, g I t .4,;;� a'.t{., t ,>. ..,Its 2 {+ :b „�., ', ,: z.. = r,r,:;�5, r " ,"' t y}t;. }i��f ri ,•i ¢,t}f ,5 ' ,i?•• rz. k ",y t.""ii St' _":� tS t t f'r N Y �r+rd t;• ,.,:'elit t I a}J ld 7 ,ft ¢5 .,. ,. ,•. ,',tw. t;�t. �. •• ... a y,.,t#,t{ , a,x ki't z{} h�" rd'. „yr., �_.•: �, u fir„. s� .�Fr +.r �ntt"" y4 t t i t, �«•u,z �„at1�� #� ,.,# • ,.s r s r,t,+tt;'r,., t.,, .{ c4...zr y ?'Y kd{ n ivSYt v }:s`t r �: r t::: :: },�, • / { r} . u .�:` oo ------------- »r t; >, t z�==; to}��t<• n„ <err: � ,,, u r r •� .n i.i tv.§7��. ��;' k �a."�u: � 2'�Sr; yt t 5 k 7 �fy, u t REAR: FRONT MATERIAL LEGEND A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM D. STONE VENEER Ea DECORATIVE LIGHT FIXTURE F. WINDOWS G. +2" FOAM BAND TRIM k i t k } i { ( SSZ{} r "t �z $. LEFT -------- ------- --- ------------------ - =7 ROOF PLAN C trs , PITCH: . ROOF MATERIAL: " ILE RIGHT PLAN I Bassenian I Lagom Modern Prairie 's=k tt of Elevation ARCHITECTURE - PLANNING - INTERIORS It Coppight 2021 Bassenian I Lagoni Architects Tlri* E 'HAVENLY SUPERSTITION 07 . 15 . 2 1 Apache junction Arizona a<. a tKEYSTONE 8:. • t:.4i,4„#t,s.'.��.t<`,�r a �rixs"''.s { �r,,tr�'"t�'' td':t." x� t `,�s' 2. 3 5'-8 1 /2" 29'-5" 6'-0" 3050 S.H. 8080 SL. GL. DR. /------------------- 50 S.H. 3050 S.H. - __------- a � AC REF. I 1 2 1 I 1 ---------- o --- -F Ln 0 j D.W. - „ T � I WIN 9,-i CLG. 0 � I10 � GREAT 010 ROOM KITCHEN 194 x 12 10 j 9'-1" CLG. 9'-I" CLG. P i" G I ( - Ln PANTRY - � ' N LP 48 6" L ` J vi `" 0 9'BI cLG. 9'-1° CLG. -_-_ MASTER o BEDROOM T2 00 - 130 x114 ! I CLG. W'' " 1630 S.H. I 1 I 1 -- 11 1 2040 S.H. 2040 S.H. PLAN I C TARGET: 725 SQ. FT. I BEDROOMS / 1 BATHS FLOOR AREA TABLE TOTAL LIVING 722 SQ. FT. Bassenian I PLAN I C PORCH 106 SQ. FT. Lay'-doni Reflects Modern Prairie Elevation NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION ARCHITECTURE o • PLANNING - INTERIORS Copyright 2019 Bassenian Lagoni Architects THE HAVENLY SUPERSTITION 07 . 1 5 . 2 1 r 7sa yr7 u� ty�f�a+ ��'� ��� ,� � � � �� Apache unction Arizona �q $,� f 0 2 4 8 KEYSTONE i . �.� , �� .E 3 3 1 . 2 1 0 7 0 C 44 +1 T, ...................... ------ ------------ —-------—----------------------------- --------------------------- 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 H. AWNING ROOF ................. LEFT rw"M ow"M 33:12 ---- 01 IOWA L MAN, 'No* ---- ,wo ROOF PLAN A PITCH: 4:12 U.N.0 VV-V-01 RAKE: TIGHT Mimi EAVE: 12" ROOF MATERIAL: CONCRETE "S" TILE .......A............. .............................. 0 0 ........................................ RIGHT PLAN I DUPLEX Bassenian I Lagom Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS Coppight 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 Ln D.W. DINING El 10' 1" CLG 010 010 � GREAT � 01 10 00 � ROOM I I 10'-1" CLG. 10'-1" CLG. M! X 12 10 KITCHEN Ln C�4 rvoo PANTRY LL 4,L� 48 6" R BA. MASTER -I" CLG. 9'-1 CLG. BEDROOM Ln 130 X114 9'-1 CLG W. 1630 S.H. 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. Bassenian I Lay'-doni 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 KEYST NE 3 3 1 . 2 1070 H 0 M E S QA) F N +1 4-) 00 ------------------------------ ----------------------------------------------------------- ---------------------------------------------- --------------------- --------------------I REAR F ROO**' N T C MATERIAL LEGEND A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM D. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS li 11 Will 011, ME LEFT -- -- ------------------------------- I< --------------------- ------ ------- ------------- & t ROOF PLAN C PITCH- 4.-12 RAKE: 12" EAVE: 12" ROOF MATERIAL: CONCRETE FLAT TILE oC NP RIGHT PLAN I DUPLEX Bassenian I Lagom Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Coppight 2021 Bassenian I Lagoni Architects A V E N L Y T H 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 &# 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. - - -------------- —---------- 4— 4----4-4 D.W. -------------- EQ I"�N��IN G 9' 1 CLG 010 010 I I I GREAT Mo 010 � L11 < ROOM M! x 12 10 KITCHEN 9'-1 CLG. P R 9'-1" CLG. 9'-1 CLG. F— Ln 0 rV00 PANTRY U— IRS 6" LINEN ......U6�% BA 91-1 CLG. 9'-1 CLG. MASTER BEDROOM Co Ln CD 130 x114 Ln 9'-I" CLG. W. I 1630 S.H. ................... .11 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. PLAN I C PORCH 63 SQ. FT. Bassenian I Lagom 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 D G 1! 0: ............ ...... ............................. +1 ------ - ------------------------------ 73 ------------ -- ------------------------------------------------------------- ---------------------- ---------- 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 A�& RAKE: TIGHT --------------------------- EAVE: 12" ROOF MATERIAL: CONCRETE "S" TILE RIGHT PLAN 2 Bassenian I Lagom Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS Coppight 2021 Bassenian I Lagoni Architects E ri U 07 . 15 . 21 T ri ' ' AVENLY S ' ' PERSTITION Apache junction Arizona 0 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. 7t AC 00 BA. --------------------------- 9'-1 C LG. LL: r*4 60" 36" C'4 P H 10, LG. ,EmEmEmEma ----------------------- 3050 S.H. 3050 S.H. FRONT PLAN 2A TARGET: 800 SQ. FT. I BEDROOMS / I BATHS FLOOR AREA TABLE TOTAL LIVING 804 SQ. FT. Bassenian I Lay'-doni 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 S ................. 7-777-7777 .............. MCI +1 00 M ............ INE MEMO, son ggg ---------------------------------- 'ingia,m m i 11,11, ix, -------------------------- ---------- --------------------------------------------- ----------------------------------------------------------------------------------- ---------------------------------- REAR FRONT C 1-044 MATERIAL LEGEND_ A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM D. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS LEFT ----- -- ------------- -- i L ----- ROOF PLAN C PITCH: 4:12 RAKE: 12" EAVE: 12" ROOF MATERIAL: CONCRETE FLAT TILE 210,11 ........... ............. .......... ..................... RIGHT P L A N 2 Bassenian I Lagom Modern Pral rie Elevation ARCHITECTURE - PLANNING - INTERIORS Coppight 2021 Bassenian I Lagoni Architects At " E N L Y u T H E m v S P E R S T I T 10 N 07 . 15 . 2 1 Apache u ncti on 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 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 7 7777 7777" 77" 51 SID V -1 "I'll IV-1111-1-1111.......... 0 NO +1 OD REAR FRONT A 1/4"=1*-0"' MATE R I AL _ LEGEN D_ A. CONCRETE 'S'TILE B. STUCCO C. DECORATIVE GABLE END DETAIL D. STUCCO OVER FOAM TRIM E. DECORATIVE LIGHT FIXTURE F. DECORATIVE TILE Ak G. WINDOW H. AWNING ROOF W00100_1111 1""77777­7_17 7,777''"'"I'll" ---------------- RIGHT ROOF PLAN A PITCH- 4.-12 RAKE: TIGHT EAVE: 12" ROOF MATERIAL: CONCRETE "S" TILE ------------ LEFT PLAN 3 Bassenian I Lagom Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS Coppight 2021 Bassenian I Lagoni Architects THE HAVENLY S U P E R S T I T 10 N 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 1 33 1 . 2 1070 KEYSTONE 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. ---------------------------------- ---------------------------------- -----4M,7 --- M, 7� 777=7 2�r C4 MASTER CD Ln a U BEDROOM DINING Ln F 11 9 "( 124 >---------- 10'-1" CLG. 10'-1" CLG. BEDROOM 2 114 X100 Z 10'-1" CLG. 0 r-10 vi GREAT ILL- Ll EN Cl ROOM 19 2 X 15 9 10'-1" CLG. r*-4 BA. 2 101-1" CLG ------------ -------------------------------- 4------4 ----- 60"x 32" D.W. I I I I I t -f MASTER REF. (A 1212 F.G. BATH 10'-1" CLG. KITCHEN 10'-1" CLG. 0 1 CLG. 6 6" L------------- -------------- IR H- -------------------------------------------------- 12112 FAUX 1212 FAUX WDW. WDW. PLAN 3A TARGET: 1 ,050 SQ. FT. 2 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 19072 SQ. FT. Bassenian I Laymni 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 1 1 7 KEYSTONE H 0 M E S �k NO +1 00 -0 pim I , .............................................. 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 MIN ..................... RIGHT ------------ ROOF PLAN C PITCH: 4:12 RAKE: 12" EAVE: 12" ROOF MATERIAL FLAT CONCRETE TILE gli IN, ............... LEFT PLAN 3 Bassenian I Lagom Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Coppight 2021 Bassenian I Lagoni Architects THE 'HAVENLY SUPERSTITION 07 . 15 . 2 1 Apache junction Arizona 4 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. -----------------—- -------------- + -------------- ---------------- ----------- -—----------- C4 V) MASTER 40 Ln a U BEDROOM DINING Ln I 1 9 '( 124 >---------- 10'-1" CLG. 91-1 CLG. BEDROOM 2 F9 114 X100 z r-10 Vi GREAT ILL- 10'-1" CLG. C1 Ll EN ROOM 192 X159 10'-1" CLG. r*-4 9'-1 C LG. El BA. 2 10'-1" CLG ------------ D!I I 60"x 32" 1——----- I I D.W. -f MASTER REF. 1212 F.G. BATH 9'-1 CLG. KITCHEN 10'-1" CLG. 6 6" H L------------- -------------- 101-111C IR H- -------------------------------------------------- FAUX 1212 FAUX 7212`1�= WDW. WDW. PLAN 3C TARGET: 1 ,050 SQ. FT. 2 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 19072 SQ. FT. Bassenian I Layo-oni PLAN 3C PORCH 30 SQ. FT. ARCHITECTURE - PLANNING - INTERIORS Ref lects Modern Prai rie Elevation 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 �":OTI, ............ iiiRxi, Vi,li'�"'��';',t��il�"i i!%�' V 0 gwm�A IN, +4 AL, +1 jii 4j 46k .................. J, --------------------- ----------- ------ ----------- ----------------------- ---------- --------------------------------- ------------- ------------------------------------------- ------------------------------------------------------------ ------- ------------- -------------------- -------- ------------------------------------ ------------------- 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 7777777777 E, DECORATIVE LIGHT FIXTURE F. DECORATIVE TILE iSl G. WINDOW H. AWNING ROOF LEFT ROOF PLAN A PITCH: 4:12 RAKE: TIGHT EAVE: 12" ROOF MATERIAL: CONCRETE "TTI LE Ty RIGHT PLAN 4" Bassenian I Lagom Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS It It Coppight 2021 Bassenian I Lagoni Architects TH' E 'HAVENLY SUPERSTITION 07 . 15 . 2 1 x Apache junction Arizona 0 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 ' Ln EDROOM DINING 112 X121 10'-1" CLG. 010 BEDROOM 2 E 0'-1" CLG. Ill X100 10'-1" CLG. D.W D.W. LINEN 1110 00 BA. 2 U_ BA. 2 u- LG(:::Ifl 101-11, C I 0,_I" c LG(.� ---T D�j W�j 4------44------ 60"x 32" ------ 60,, 32" GREAT MASTER LA ROOM 121 G. G. BATH 152 X15-� 10'-1" CLG. 10'-1" CLG. Co Ln Ln H PO H CD CD m I m 7j L I --------------------------------------- 6 6" ------------- ---- ------------- --------------------------- 1212 F.G. 1212 F.G. MOT - ---------------------------- 3050 S.H. 3050 S.H. SIDE ENTRY FRONT ATPORCH PLAN 4A TARGET: 1 ,050 SQ. FT. 2 BEDROOMS / 2 BATHS FLOOR AREA TABLE TOTAL LIVING 1 p095 SQ. FT. PLAN 4A PORCH 124 SQ. FT. Bassenian I Laymm Ref I ects C o nte m porary Spanish 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 �Z �'j ,,,," :"�;��?,� �":",'�,i "i"?J 1� 4F 111"1 00, AA Ln +1 00 4&1 ---------------------------------- —------ —------------—---------- —------------ ---------------------------------- ------------------------- —-------—------------------------------- REAR FRONT C 1/4"=1*-Of$ MATERIAL LEGEND_ A. CONCRETE FLAT TILE B. STUCCO C. STUCCO OVER FOAM TRIM D. STONE VENEER E. DECORATIVE LIGHT FIXTURE F. WINDOWS LEFT ------------------------- ROOF PLAN C PITCH: 4:12 RAKE: 12" EAVE: 12" ROOF MATERIAL: CONCRETE FLAT TILE RIGHT PLAN 4" Bassenian I Lagom Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Copoght 2021 Bassenian I Lagoni Architects THE fl" 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 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 11 .2 X121 10'-1" CLG. El 010 E 9'-1 C LG. BEDROOM 2 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 Laymni 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 KEY T NE 3 3 1 . 2 1070 H 0 M E S ------------ G A C ---- ------------ AN,A'A`g"A �N'q, "AW ,44 'P"k ..................-l"", .............. -01 i-a 4"WWANON mop Al +1 00 ----------------- --------------- ----------------------------------------- --------------------------------------------------------- ------ ------ --------- 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 Willem 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 Lagom Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS Copoght 2021 Bassenian I Lagoni Architects THE HAVE S 'UPERSTITION 07 . 15 . 21 Apache junction Arizona 0 2 4 8 3 3 1 2 1 0 7 0 KEYSTONE ............... H 0 M E S 41-611 441-011 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ (-4 2040 S.H. 2040 S.H. AC 60 6" 5050 SL. --------------- -- --------------- MASTER U- BEDROOM ----------------------------------------------------------------------------------------------------:i- V) 12-9 X 122 Ln C1 10'-1" CLG. Ln MASTER BEDROOM 3 r 10�1 y 102 BATH 10'-1" --LG. 10'-1" CLG. 8080 SL. GL. DR, NO Vi LL: I- 7--t W-*- 11 T11ml -11 DINING X jx4jx J1 1I z .............. 131 X12�! 0 Lf) BA. 2 10'-1" CLG. rn 113� 0'-1" CLG. V) CD 1-4 Co r14 0 0 60"x 32" BEDROOM 2\\\ 100 X102 LA Ln 10'-1" CLG. GREAT Co Ln DW CD ROOM Ln L U� I I LU 140 X174 >---------------- KITCHEN 10'-1" CLG. 10'-1" CLG. ----------- --------- 0 0 00 ---------------------------------------- ---------------------------- 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. PLAN 5A PORCH 112 SQ. FT. Bassenian I Lagom Ref I ects C o nte m porary Spanish 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 A-N. E F C A 8 777 7 777-7,77,7,7777�-- -------- 7 7,,77, i'a N 0 ------------------ ------ --------------------------------------------- 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 ----------- ........... LEFT ----------------------------- AL t ROOF PLAN C MEN i IN I M, IN PITCH- 4.-12 RAKE: 12" EAVE: 12" --------------------- RIGHT PLAN 5 Bassenian I Lagom Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Coppight 2021 Bassenian I Lagoni Architects 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 LL: BEDROOM rq V) 12-9 X122 Ln C1 21- Ln 10'-1" CLG. BEDR OM 3 SOMEONE FIFIF"14, MASTER r 102 y 102 BATH 10'-1" CLG. 10'-1" CLG. 8080 SL. GL. DR. -T: -- - ---------------------------------- -—-------------------------- MAN vi Co U� V Co N4 N t 7--t DINING 131 X12-� BA. 2 10'-1" CLG. -T: 0'-1" CLG. U— Vi CD 4--- 1-4 Co 6 32" LINEN BEDROOM 2 100 X102 ------------- RC t t vi 1 '-I" CL V) 10'-1" CLG. I GREAT 0 D.W. Co Ln 0 1 ROOM Ln U� LU 140 X174 >—-------------- KITCHEN ----I--0'-1 CLG.-��+ 10'-1" CLG. -4 0 0 --------- 00 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. PLAN 5C PORCH 126 SQ. FT. Bassenian I Lagom 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 F G E A D ------ ---- ",77 ........ .......... A*% 4IJ 00 -0 (**4 +1 CO 44� 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 ---------------- ---------- LEFT ---------------- WIN"it IN11,11 wool ROOF PLAN PITCH: 412 RAKE: TIGHT EAVE: 12" ROOF MATERIAL: CONCRETE "S" TILE ---------... ... RIGH"T PLAN 6 Bassenian I Lagom Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS It It Coppight 2021 Bassenian I Lagoni Architects ri H* * A V E IN L Y U T E S P E R S T I T 10 IN 07 . 15 . 2 1 01� Apache junction Arizona 0 2 114 8 KEYSTONE f-��73E=71171 '1 33 1 . 2 1070 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 00 vi D.W. 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. 9'-1 CL Ln Ln Co 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 1 . 2 1070 H 0 M E S 8 C 0 E F 7 7� er� INS; WE 00 "V +1 4J &- t1k 00 --------------------- mamma= RE AR FRONT C 114"=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 ........... .............. ............... mgym, �g ....................... LEFT ------- ------ 1 , i , i ROOF PLAN PITCH: 4:12 RAKE: NIA EAVE: 12" ROOF MATERIAL. CONCRETE FLAT TILE RIGHT AL a A� PLAN 6 Bassenian I Lagom Modern Prairie Elevation ARCHITECTURE - PLANNING - INTERIORS Copoght 2021 Bassenian I Lagoni Architects TH" E H' A 'VENLY SUPERSTITION 07 . 15 . 2 1 Apache junction Arizona 0 2 41, 11,11,.......... 8 KEYSTONE 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. GL. DR. 1212 F.G. 6050 SL. -------------- PANTRY ------ L& ±7'-4" CLG. 4 U-i L'i Ln Ln KITCHEN 9'-1" CLG. -------- R E 1. MASTE 010 >----------- ININ BEDROO J I Vi I -� X 12.2 Z c) I I E : 010 11 .2 X 13 2 Ln BEDROOM 3 r*-4 Lm 9'-1" CLG. I i 9'-1 CLG. >---------------- 10-� X 100 U ------------------------------- L J. 9'-1 CLG. *%0 CID Vi D.W._ C) ----------- V LOFT VA 9-� X 17.2 9'-1 CLG. BA. 3 1-111C . I LG MAST 0 PORCH ER T1 0� 9'-1 CLG. U- BATH 9'-1" CLG. ...... XV r�r/Tv 2020 F.G. 2020 F.G. LINEN BEDROOM 2 GREAT 102 X100 60 6" 9'-1 CLG. ROOM I r*-4 ) Ln 134 X126 I C1 91 1212 F.G. Ln Cn --I" CLG. I 4-+ 9�-L Vi rn U-i 0 - x C) Ln Ln C� 0 i - a ----------------------- WIM,—IT... 2050 S.H.' 1212 FAUX 1211�2FAUX 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 IN 07 . 15 . 2 1 Apache junction Arizona 1� im 0 2 4 8 tit 3 3 1 . 2 1070 KEYSTONE H 0 M E S --------------- G A C B D -'S -2% ul +1 6 . ........... +1 all, ....... 00 777,7'7" --- ....."I'����������,,�l,��,,,,,,,,,� 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 ............. g, yv& '17 "MM-01 -------------- ------------ ........... ----------- LEFT --------- ----- -- -------- ROOF PLAN A PITCH: +12 RAKE: TIGHT EAVE: 12" ROOF MATERIAL: CONCRETE "S" TILE N 1 ii : i i;11 'ffi , 11,ii 1 1 ii i N ; ................ .......... ....... ............ ....... � " m .. .................... -H, RIGHT PLAN 6X Bassenian I Lagom Contemporary Spanish Elevation ARCHITECTURE - PLANNING - INTERIORS Coppight 2021 Bassenian I Lagoni Architects ri 'Fil A V E N L Y U T E S P E RST I T 10 N 07 . 15 . 2 1 Apache junction Arizona 8 0 2 4 KEY TONE 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 PANTRY REF. Vi 4 r771 LA KITCHEN 9'-1 CLG. C> MASTE ININ BEDROO J 00 X100 00 9'-1" C LG. 10 112 X130 U-i 0 1 1 - I 1 0 010 .......... 9'-1 C LG. Ln J L Z LU D.W. -- ---------- C) C4 MASTER LL- BATH 9'-1 C LG. LINEN BEDROOM 2 0 4---1- P:4 Ln GREAT 102 X100 60 6" AC ROOM 9'-1 C LG. 134 X126 vi 9'-1 C LG. 1212 F.G. rn BA. 9'-1 CL rn C) Ln ---------------------- .............. 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. PLAN 6XA PORCH 107 SQ. FT.- Bassenian I Lagom Reflects Contemporary Spanish 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 junction Arizona 0 2 4 8 KEYSTONE 3 3 1 . 2 1070 H 0 M E S .1-1 B C D A E F ——----------------- 10, 0** 011- co REAR FRONT C 1/444=1 1-00 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 t 11 Coppight 2021 Bassenian I Lagoni Architects 1-1 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 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 U-i Ln KITCHEN 9'-1 CLG. MASTE 4-- ININ F71 I - BEDROO J 00 X100 I I I - LA 010 11 - x13- E 9'-1 C LG. 0 010 ------------------------------ Z LU Z K D.W. ------------ MASTER C> 11 1 U- BATH 9'-1 C LG. LINEN P Fm I" CLG. D. BEDROOM 2 4-- -:4 GREAT 102 X100 60 AC ROOM 9'-1 C LG. 3 4 6 X 12 3: 1212 F.G. 9'--I-"-CLG BA. 9'-1 CL C) Ln ---------------------- J LO 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 Lay'-doni 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 IN 07 . 15 . 2 1 Apache junction Arizona 0 2 4 8 KEY T NE 3 3 1 . 2 1070 H 0 M E S PUBLIC PARTICIPATION FINAL REPORT FOR THE HAVENLY SUPERSTITION LOCATED AT THE SOUTHWEST CORNER OF SUPERSTITION BOULEVARD AND ROYAL PALM ROAD APACHE JUNCTION, ARIZONA by: 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 corner 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, 2021, and the City Council Meeting date of October 19, 2021 was installed on the Site on August 13, 2021. 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, 2021, Planning and Zoning Commission Meeting and the October 19, 2021, 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, 2021. 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, 2021, 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. Q 1 . Central Ave., date. 1700 Phoenix, Arizona 85004 0 4-8 7 4 hr (i=bc t torn ys. o t TO: Superstition Boulevard and Royal PaIrn Road Area Neighbors FROM: Brennan Ray DATE:: August 27, 2021 Rile: Keystone Homes—'"sae Havenly Superstition Case No. P-21-73-PZ VIRTUAL & IN PERSON NEIGHBORHOOD MEETING NOTICE Dear Area Neighbor. On behalf ofKeystone Homes("Keystone").you are cordially invited to a neighborhood meeting regarding' a proposed Rezoning application for approximately l 5.00 gross acres oil property located at the southwest coiner of'Sutaer tition Boulevard and Royal Palm Road (the"Site") for the development of ahigh-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 ofthe City,s General flan. Keystone anticipates developing the Site as a high-quality community that is attractively designed, lushly landscaped, and will offer as new and diverse living opportunity in the Downtown Redevelopment Area, The l lavenly Superstition is a gated community that will consist of approximately 166 residences at a density of approximately 11. f7 du/gross ac,(l 3.67±du/net ac.), The development Mans for the Site incorporate open spaces,amenities,and a visual cohesiveness oflandscape and architectural elements to create a high-quality development. The community's design and architectural plans portray an extraordinary sense of community, con patibility, sustainability, and architectural quality commensurate with the high-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—as;wNv,tlaeh vetilyt a erstition.canna. Because of'the current public health emergency, the neighborhood toecting will he held both virtually and in person, The meeting will be can 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;lain the Zoom meeting,should you want to attend virtually, area 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(uh2_"34-87 7/jcollard( bt aatta rn y,sHcotat), If you have questions regarding the development.you may contact Chris Hunt elt at Keystone tone -longs{ 0 _ 9 -`Tel7l/cla taclelt(c�$ke , totael omesa .c st-n or me at lurch & Cracchiolo (602-234-8794/ braty@bcattorneys.cona), You can also contact Nicholas Leftwich, Cite` Planner at the City of Apache Junction(480- 74-8575/taleftwi laC>a)aclaejttnctiot a .gov) if"you have any question for Staff. fBank you. Bren n ay ; rlh Attachments TWO WAYS TO JOIN THE 9/7/2021 NEIGHBORHOOD MEETING AT C:OOPM 1. ATTEND IN PERSON The meeting will be held at: Multi-Generational Center 1035 N. Idaho Road, Room 119 Apache Junction,AZ 85119 2. ZOOM MEETING Meeting ID: 872 3498 7891 Registering for the Zoom Meeting "Please note: due to recent feedback we suggest you do not use Safari for the registration. Use Google Chrome or Internet Explorer as other options. I 1. Visit: bcattorneys.zoom.us 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 Ways to Join a Zoom Meeting 1. Install and run the app on your PC a. Go to zoom.us b. Click on "Join A Meeting" 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 zoom.us 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. Run Zoom 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 Meeting" d. Enter the Meeting ID e. You can enter your name in the field where it says"Your Name" f. Click"Join A Meeting" g. 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 https://www.youtube.com/watch?v=h]kCmbvAHQQfor a quick demonstration Questions: Contact Jacque Collard 602-234-8727/jcollard@bcattorneys.com Assessor Douglas J Wolf RIAL MA ME t { 9 v„ 4 vfY, f, fr: r 4 v that oui ty s dssstes as Box 709 1 N Siasai St Disclaimer. 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ADAMi011 THE HAVENLY SUPERSTITION jutY 79`SE4..2021 rtftl f a s rz�t� tlrt c;q�! i#�i,•t� Rs Fr:n, �. }f} { "A'. }� Pasco/Park Scene iw. z t4 x { q{{ s Y s 4 :{..,. i r J r'Y k „r:s. �� rt t`!,3 � rtw ..�:.. },:, &..`•b �� k� 3 f.,,. t, aJ n !t a} �,t r t a s t t h 1 �ti�s, al RoyPalm Street Scene EXHIBIT B 300' Ownership Keystone (Pinal County) 10119002A,10119003E&3G 10119003E 10119003H STATE OF ARIZONAJDEPARTMENT 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 10119009E 10119009J 10119009N BALLOW CHRISTOPHER I&SABRINA M HAGERTY MARK I MCALLISTER BRENDA D 612 E SCENIC ST KOLPIEN CHARLENE L 724 E SCENIC ST ST APACHE JUNCTION,AZ 85119 660E SCENIC 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 575 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 907E RANCH RD APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 8511.9 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 10119009fI,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 APACHE JUNCTION,AZ 85119 2474 KNIGHTWOOD WAY RANCHO CORDOVA,CA 95670 rt�, ,�. �: ���� �� �" �S, ,. �i, t .. EXHIBIT C Mailing Label Certification lte, Ric i Horowitz, Burch &Cracchiolo, P.A. hereby certify that this is a complete list of property owners within 800 feet of the property proposed for rezoning or otter permit approval as obtained from the Pin al County Assessor's Office on: (date obtained) July 12, 2021 1e further certify that this list is not older than thirty days at the time of filing of said application, PLEASE PRINK" N/A Property Owner Name Signature Street Address City, State, Zip Telephone Property,Owner Name Signature Street Address City, Stag,Zip Ric i Horowitz Burch &Cra chiolo P.A. Agent Name ISigg-natu;14 1850 N. Central Avenue,Suite 1700 Street Address Phoenix,AZ 85004 602-23 -8728 City,Stag,Zip Telephone Rezoning Application Page 7 of 1 Updated /2020 ' 300' Ownership Keystone (Pinal County) 10119002A,10119003E&3G 10119003E 10119003H STATE OF ARIZONAJDEPARTMENT 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 10119009E 10119009J 10119009N BALLOW CHRISTOPHER I&SABRINA M HAGERTY MARK I MCALLISTER BRENDA D 612 E SCENIC ST KOLPIEN CHARLENE L 724 E SCENIC ST ST APACHE JUNCTION,AZ 85119 660E SCENIC 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 5 ROYAL PALM R 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 907E RANCH RD APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 85119 APACHE JUNCTION,AZ 8511.9 10118OO6D 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 10119009fI,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 APACHE JUNCTION,AZ 85119 2474 KNIGHTWOOD WAY RANCHO CORDOVA,CA 95670 EXHIBIT D rflai�iz��� s# 4r'i r t. aI U, H �b r � k, w> ,ar•~��: �,s ,t4„t,.,w.. :a.` „fay„W r =.u8�,ru s.. ,.t, � ,,..0 ,w:�m`, ��r, s.. 7 t AFF112AVIT OF S1GN .r.0ST1N!U i The undersigned Applicant has complied with Apache e Junction's posting requirements for(ase # P - 3 .Z, bested Southwest corner of Superstition lvit and Royal Palm , on September 13th, 202 1. See attached phot exhibit. Forapplicant: Keystone Homes Sign Company Nine v Sign Company Representative Subscribed and Sworn to be on this id day of 2021, by Maria Hitt. N WITNESS HEREOF, I Hereto set my hand and official seat NOWY k,AriZona Not Public maicopy County My Comm,Cxpfr s Oct M 2024 y Commissi n expires A 7# } S 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 COMMISSION NEETING AND CITY COUNCIL METING All interested persons are invited to attend and be heard at a PUBLIC HEARING to be held by the PLANNING AND ZONING COMMISSION of the City of Apache Junction, Arizona, on 'Tuesday; ; and a PUBLICto be held by the CITY COUNCIL of the City of Apache Junction, Arizona, on Tuesday, October 19, 2021� Both meetings will be held at 7:00 p.m. in the Apache Junction ity Council Chambers, 300 E. Superstition Boulevard, Apache Junction, Arizona. Consideration and discussion will be given to the following and other matters related thereto: P-21-73-PZ This is a proposed rezoning of approximately 1 .77 asses near the southwest corner of Superstition Boulevard and Royal Palm Road from General_ Regal Low Density Single-Family _Detached Residential (`FRS ") to High Density Multiple-Family Residential by Planned Development (" -2 D") to allowapproximately 166 single-family ly style and duplex rental homes. The rezonkrugi i:i 111 i iect area. is Iii rigl l described APN 1, 19 The West half of the Northeast quarter of the Northeast quarter of the Northwest quarter of Section 21, Township l North Range 6 East of the Gila and Salt River Rasa and Meridian, Pinal County, Arizona; Except the portion conveyed in certain warranty deed recorded as 201.7 23 , of official records; APN 11-1,9- tl The North half of the Southeast quarter of the Northeast quarter of the Northwest quarter of Section 21Township 1 North, Range 6 East of the Gila and Salt River Rasa and Meridian, Pinal County, Arizona; The East half of the Northeast quarter of the Northeast quarter f the Northwest quartet of Section 21, Township 1 North, Range 6 East of the Sill and Salt River Rasa 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 :00 .m. , Monday through Thursday, except holidays, at the Planning Division Office, City Hall Complex, 300 E. Superstitionoul va d, Apache Junction, Arizona, 85119. For more information, please contact Nicholas Leftwich, Associate Planner, Oaten at Apache Junction, Arizona, this n day of September, 2021. Publish , 2021. rn . Pere City Clerk - 3 Z Rezoning Request by Keystone Homes from General Rural Low Density" Single-Family Detached Residential ' R*' High D it-y #-u iple-F m . . Residential e opine " t 2/PDT') r $t F � 4 3 l r Ww Jb *, 4 100 200 400 R -2 Feet Date: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 �.�a. . .w.� Submitted: July 26, 2021 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 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 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. C. 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 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 8 SF/3BR/2BA) : 7 .2% - --- ----------------------------------- ----- �)_ Total : 166 Overall Parking Ratio = 1 .8: 1 . -------- 111-111111w', , " -..............................- - --'' . ........" �"" V,"""', ,%j,,;,JYA -,qgAq,i',,-,' -',� R --7-v 1 1 , ""... ....?, ", , , "i", "I ---11111,7 N'1147- 1, , ,p V, 7- ----------- - ",,"� " � ", , 1 i, V bg I I � ,'1'1',�I, 11 , '"' , , , � 11 , , , -� M1111,11 $41 i I , , I ij,"-�, , � 11 I I I I "", I , I , I 11,,,, ',,',,,� (-1,11 ��`- --�'-,�Q '11,114" , ,"'', "�,,�,,,,, "�, �, " 'I', ��,,,,,,,,,��,��,,�i,,,�,��,,,,,,,""","",",""","","","",,"""""."""", i,�,", , . ......... 11 ,�V,I�k� )�- -'�, i,,,,,i,�,,,;,, �,,,,,,,,,�,,,,,,,,, �Zi,,,�,���,,,,,ii,,,,,��,,,�,""'Q-,,,,,,,,,, """",J�,,,,,, o", '-,"", , ","',, "", " m""""',� , I , , �� ;- ,�i,ii;,i', ;�.,&,""';', """, %1118 I� , 'I", ,,�l/,�'lig�,,,��"i",��,,,Pi,�,,,,,,,,�<,',,�,�,�,,,�,,,�""f,."�u=�� �111,',,,I � ""I'll'I'll""I",ll"�il"""""""""�il"�;"�ll,�l";:�,,,,,�',��,', ,,�,,'�"""�;"",i"""�,,,,,i�""",,�""","","","",,,,,,,,,,,,��""",;��,,,�,,� , 11 I -, , 11 I ,,,, Primary Gated Entry 7-11 ",,"',", 11,1,1,,��1,11,�,,,,,,,�""���"""�,�"",Il�'I 1111 111-,11111�,�-,-,1,14,�1,0.......�',,�........,,,,,,,-,'-'�1,,,,,)......I.........1-,,',i�,,�..........�,r""",��,,�,,��","',"""'�,,�l",t,",'C�l")',"""�",�,,� I I � ,,,, - I I I � - � �- � �, , - W I ' ' I . i � I, � , I "I' ll - !!!! 1 I -11,11""," P-111-1, � 11 I - , I ` -1 "I I ,,, �,,',,� I � I ` � 11 - 1-1-1 ,�(""'', '�" I , , - ,�, "�- I , �- I I 'I'll 11,- , "; - ' 'I'll 1,11", , 1111-� , k", 11 I I'll, ��1111 111W",�� ` '11 I , 'I, I , ,,, ", , - " 11 I'll 'j�:-', """" ' I 11 I " �--,, I 1� - '11- ,�I """," -', 1, - "I - , I "I �,"',,`- 11 I I , -1 I I I """"'" I''1� �` t -'N., �- -11 I I I .... 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'', I,111111111111111'I � -� --------�----------------------------------------------------- " 111k, "'I",!(", '�'111,11'1111'111"E , , 4'' "'I I '1111" ,,�, "J*,", & q �, I il r, q "i I J,"i" ",01 ,I, '!,Ommil! 1,L, .-'- I'll I , , , hi", , � ,,,,,,, 10 I ---.-1-1'-,.t1'11A' A �A!�' - -`-111 ---- , --011 --------1---1 _,,_ , 1,-- ---""L-----.7,---,-.,-,Ak"L�----.---.�-,-,�---- ,� iL-.-------,-'' - i --------- M ---- - ,",,-,-- it - o !I- A --------- 11, "I'll", -- - Bassenian I Lagoni INFORMATIONAL SITE 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 - City of Apache Anction September 2 2021 Phoenix Newspapers, Inc. Mesa Republic Community Classified Section ATTENTION: Legal Advertisements rt;i .n i- Cyr Enclosed please find a Notice of Public Hearing and Vicinity Map for a meeting of the APACHE JUNCTIONPLANNING AND ZONING COMMISSION to be held on Tuesday, September 28, 2 21; and regular meeting of the APACHEJUNCTION CITY COUNCIL to be held on Tuesday, October 19, 2021, to be type set and "published one 1 time as a legal advertisement in S. -poi t type, and not shot as camera ready in the Fuse Republic Community C a sifie section Can 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 (2Affidavits 2 Publication for my files. Sincerely 6 4/14, Jennifer Pena City Clem CC. R C: P-21-73-PZ Case File CITY CLERK NOTICE OF PUBLIC HEARING: PLANNING & ZONING COMMISSION NEETING AND CITY COUNCIL METING All interested persons are invited to attend and be heard at a PUBLIC HEARING to be held by the PLANNING AND ZONING COMMISSION of the City of Apache Junction, Arizona, on 'Tuesday; ; and a PUBLICto be held by the CITY COUNCIL of the City of Apache Junction, Arizona, on Tuesday, October 19, 2021� Both meetings will be held at 7:00 p.m. in the Apache Junction ity Council Chambers, 300 E. Superstition Boulevard, Apache Junction, Arizona. Consideration and discussion will be given to the following and other matters related thereto: P-21-73-PZ This is a proposed rezoning of approximately 1 .77 asses near the southwest corner of Superstition Boulevard and Royal Palm Road from General_ Regal Low Density Single-Family _Detached Residential (`FRS ") to High Density Multiple-Family Residential by Planned Development (" -2 D") to allowapproximately 166 single-family ly style and duplex rental homes. The rezonkrugi i:i 111 i iect area. is Iii rigl l described APN 1, 19 The West half of the Northeast quarter of the Northeast quarter of the Northwest quarter of Section 21, Township l North Range 6 East of the Gila and Salt River Rasa and Meridian, Pinal County, Arizona; Except the portion conveyed in certain warranty deed recorded as 201.7 23 , of official records; APN 11-1,9- tl The North half of the Southeast quarter of the Northeast quarter of the Northwest quarter of Section 21Township 1 North, Range 6 East of the Gila and Salt River Rasa and Meridian, Pinal County, Arizona; The East half of the Northeast quarter of the Northeast quarter f the Northwest quartet of Section 21, Township 1 North, Range 6 East of the Sill and Salt River Rasa 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 :00 .m. , Monday through Thursday, except holidays, at the Planning Division Office, City Hall Complex, 300 E. Superstitionoul va d, Apache Junction, Arizona, 85119. For more information, please contact Nicholas Leftwich, Associate Planner, Oaten at Apache Junction, Arizona, this n day of September, 2021. Publish , 2021. rn . Pere City Clerk r i i r — 1 — Z Rezoning Request by I.Keystone Homes from General Rural Low Density Single-Family Decached e ider "R "" to to High Deed y Multiple-Family Residential y Planned Development "EU-1 2 1 " 4 Subject Sites N Gaumal 1 Feet 9/112021 CITY OF APACHE JUNCT 300 E SUPERSTITION BLVD APACHE JUNCTION AZ 85119--282 Account AD# 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-Mesa Z11 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 HEARINGS PLANNING&ZONING COMMISSION MEETING AND CITY COUNCIL N IBETINCx:..... Ah Interested persons are invited to at.: tend and be heard of PUBLIC ING to be debt by ita PLANNING AND ZONING CC1MMiSSI N of the:Cier of Apache Junction.Arizona,on Tuesday,: September 29. 207i and a PUBLIC HEAPING: to be held by the CITY COUNCIL of the City of Apache Junction,Arizona,on Tuesday,October' 19,2021, 'Both rhoefings Witt be heid of 7t00;r ,. in the Apache Junction City. Council Chambers, 00 E. Superstition Boulevard, A s the:Junction, Arizona Consideration and ifiscussfor, will be given fir the fisnowbes and other:mature, refuted thereto;... . P¢8<73•PZZ. This is is produced rezoning of otaprod- tncafely 14 77 acres near the southwest corner of Superstition Soutevard and Royal Polar Road from General Rural Lora Density Shigre-F*ndly Detached Residential CIRS-Gly"')to Woo Density asu forte-Fsarnav Residential by Planned Development VIR •2431)"Y to onow be, proximately tub single-f rda y style and duplex rough homes,.:. The rezoning subbed area is tegcsllY on, scribed os APN 161-19 S The west huff of the Northeast quarter of the Northeast quarter of she North- west sorrier of Section 21,Township t North, Range 9 East of the GIIa and Shalt River Base and seericuor, Penn County,Arizona; Except the portion conveyed In certain warranty deed recorded as 2017 , of officiot records;. APN 101,14 The North half of the Southeast quarter of the Northeast stuaeter of the Nssrihb wrest quarter of Section 21,Township North„ Rcnge 9 East of the Gila and Soft River Bose crud Meridian, Pingf County,Arizona„ APN 101-19-001 F:.. The East half of the Northeast quarter of the Northeast Quarter of the North, west quarter of Sanction 21, Township 9. North, Range 9 East of the Gen and Soft River Base and Morkhon, Phial County,Arizona, Case she P=21-73-P'Z:which has been iad:.; uertised for public hetarims,may be re- viewed from 7:00 frm. to 6AX) p.m, Monday location Thursday,except hou-: days, at the Pion imo Division Office, City Mali Complex,,300 E.Superstition Boulevard Apache Junction, Arizona, 95119, For more information, offrose carport Nichotos Leftwich, Asscoulte Partner,at(496)47A-9575, Cached at Apirche.function,Ari ano,this; 2nd day of September.,20 3, Pubthsh the I Ittt dray of September,2021,: Jennifer Pena city Clerk Pub.Seat 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 Ray • 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.thehaveniysuperstition.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 3rd 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-2 .-73-PZ- (Keystone Homes— Havenly Superstition) SAC of Superstition Blvd & Royal Pam Road SIGN-IN SHEET (PLEASE PRINT) NAME Fees Print) ADORES (please include Zip Cade) PHONE NO. 826) `, 09/07/21. - Neighborhood Meeting Case No. P- 1-7 -PZ- Keystone Home -- Havenly Superstition) SWC of Superstition Blvd & Royal Palm Road SIGN-IN (PLEASE PRINT) NAME (Please Print) ADDRESS (please include Zip Code) PHONE NO. , o �OA�pj�l 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 SUBJECT ,CJ) tjttltfh#1}�lr$�rr fty�t tot?'t � rt �?3t �t# #fit { � i{t st Srsttkt i {ts 4 ttttt}ta s rp tr}t��ft�t1?�44�t�u's`?,t� ttti t}k t+t t:.r r Y y t t t t`r 7{ t� t f 7 ?b�+u'1 � ��Z`zt`•;,?T r��!# ? .�t t s f•,}�;}€�Jt�f{��k;`j�?•ttt rs�f fir}{�tj��3it f�t;�t3��tti�thttrtl{t}S�1�Srf t.� 1 Il t rjr(i 471}a£{t3 t 1 S t ?} ttt{t ; }tt`<;#rltt t Jrttst{ t) t4.. WITHIN 300 t NEIGHBORHOOD OUTREACH ZONE 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&.leaning---Building&.S'a/ety— Code Compliance-Revenue Development 300 E. 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&,honing Building&S'afety� 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 II, 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 for future 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. II Land Development Code, Chapter 10 Engineering Standards(AJCC,Vol. II LDC, Ch. 10), and can be viewed online at: http://library.amlegal.com/nxt/gateway.dll/Arizona/apacheiunction az Idc/chapterl0engineeringst andards?f=templates$fn=default.htm$3.0$vid=amlegal:apacheiunction az$anc=JD Vol.IICh.10 2. Improvement plans shall be prepared per AJCC,Vol. II 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 FEMA floodplain. FEMA floodplain 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. Dtl. 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. Dtl.SL-73.01. Foundation F-104 per C.O.M. Std. Dtl. 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&Safety�- 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. Std 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. Dtl. SL-73.01. Foundation F-104 per C.O.M.Std. Dtl.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. Dtl. 237-2, single ramp,with 25-foot radius to face of curb at project entrance. e. Underground overhead electrical lines if applicable per A.J.C.C. City Code,Vol. 2, § 1-8-6(K). f. Pavement replacement shall be per C.O.A.J. Std 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. Dtl. SL-73.01. Foundation F-104 per C.O.M. Std. Dtl.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&Sgfiety�- 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. 1 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 Mullender—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. 1 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&.honing—Building& Sajme v-Code Compliance-Revenue Development 300 E. Superstition Boulevard a Apache Junction,AZ 85119 - Ph: (480)474-5083 *Fax(480)982-7010 6 11/23/2021 P-21-73-PZ Additional Conditions of Approval Proposed by the Applicant 12) Prior to execution of any lease, prospective tenants shall provide given written disclosure in their lease and in a separately signed disclosure statement for the signature of each buyer, acknowledging that the development is located adjacent to or nearby existing ranchette (s) ; that such uses are legal and should be expected to continue indefinitely; and animal privilege properties that may cause adverse noise, odors, and other externalities . This responsibility for notice rests with the developer and shall not be construed as an absolute guarantee by the City of Apache Junction for receiving such notice . 13) All leases at the development shall provide that all questions, concerns, complaint any tenant may have about the existing ranchette, animal privilege, and agricultural properties shall be solely directed to the property manager or owner of the development and not to the City of Apache Junction or any neighbors . All leases shall also provide that it shall be within the sole and absolute discretion of the property manager or owner of the development (and not the tenant) to determine (after the manger/owner' s due consideration of all related acknowledgements and disclosures that are required by the Zoning Conditions of Approval and consideration of all information known to the manager/owner) whether or not, when, and how to communicate any tenants' questions, concerns, or complaints . Planning o ss n Members and AJ City Council Members, I would like to express my support to the rezoning for The Havenly Superstition reject, which will abut my houseto the north. While my first preference is for the land to remain vacant, I know it's for sale, and I know what the City's general planallows here and I feel that this is good plan. I've had multiplemeetings and phone conversations with the development team and attended their neighborhood meeting, and the team has workedto address all of my concerns. I was very very nervous when I first heard about this r t, but the team has been friendly and helpful and I believe that they will be a goodneighbor. I do t plan to attendthe Planning and Zoningor City Council meeting, but wanted to express my support for the rezoning. Thank youfor your consideration. Charlene Kolplen 660 E. Scenic St. Apache Junction,AZ 85119 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 13. File ID: 21-682 Sponsor:Jennifer Pena Agenda Date: 12/7/2021 Index: In Control: City Council Meeting Consideration of cancellation of the City of Apache Junction Work Session scheduled for Monday, December 20th, 2021 and Monday, January 3, 2022 and the Regular meeting scheduled for Tuesday, December 21, 2021. City of Apache Junction,Arizona Page 1 Printed on 1113012021