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2022 07.19 City Council Regular Agenda
City of Apache Junction, Arizona Meeting location: City Council Chambers at City Hall Agenda 300 E.Superstition Blvd Apache Junction,AZ City Council Meeting 85119 apachejunctionaz.gov Ph:(480)982-8002 Tuesday,July 19,2022 7:00 PM City Council Chambers A. CALL TO ORDER 22-456 Amended 7/14/2022 11:00 AM Item#18 moved to Public Hearing. 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. 22-426 Consideration of acceptance of agenda. Sponsors._ Jennifer Pena 2. 22-360 Consideration of approval of the minutes of the special meeting of June 20, 2022. Sponsors: Jennifer Pena Attachments: SP CCMIN 2022.06.20 3. 22-427 Consideration of approval of minutes of the regular meeting of July 5, 2022. Sponsors._ Jennifer Pena Attachments: CCMIN 2022.07.05 MINUTES City of Apache Junction,Arizona Page 1 Printed on 711412022 City Council Meeting Agenda July 19,2V22 4^ 22-401 Consideration of approval cf proposed Resolution No. 22-22 authorizing the city to enter into Intergovernmental Agreement(|GA) Amendment No. 2 with Arizona Department of Transportation (AO(}T) for additional funds that will be used for bicycle and pedestrian improvements along Idaho Road from Superstition Boulevard to yWoKa||ipn Road in the amount of$243.247.0O. Sponsors. Raquel Schatz Attachments: Council Memo Resolution 22-22 5' 22-455 Consideration of approval of proposed Resolution No. 22-23 authorizing the city to enter into an Intergovernmental Agreement(|GA) Amendment No. 2 with Arizona Department of Transportation for additional federal funds in the amount of$1.A42.87Q for sidewalk improvements on Old West Highway from Idaho Road hoGoldfield Road and nn Winchester Road from 8th Avenue to Old West Highway. Sponsors: Raquel Schatz Attachments: Council Memo Resolution 22-23 G. 22c422 Consideration of approval uf vacation of dedicated right-of-way. a portion of Ness Boulevard north nf North Apache Trail for the purpose of combining lots for future housing development for Bela F|or. Sponsors. Raquel Schatz Attachments: Res 21-34 Council Memo Res 21-34 Resolution Combined 7, 22±424 Consideration nf approval for a Federal Patent Easement(FPE) extinguishment nfScenic Street(alignment)from Plaza Drive to Noss Boulevard (a|ignment), forth* purpose of combining lots for a future housing development for Bela F|or. Sponsors. Raquel Schatz Attachments: Res 21-33 Council Memo 20220718 Res 21-33 Resolution Combined City vr Apache Junction,Arizona Page Printed onm412022 City Council Meeting Agenda July 19,2V22 8. 22-432 Consideration of approval tn enter into an agreement with Roadway Electric, LLC for traffic signal repair services through the City ofMesa Cooperative Contract#2O22146 for one (1)year inan amount not ho exceed u400.000.O0 with an option to renew annually and not ho exceed five (G)years. Sponsors: ShoneKieoovv Attachments: 9' 22-440 Consideration of approval ofthe Final Plat for Blossom Rock Phase 1 in order ho facilitate u554-|ut residential subdivision consisting of approximately 212 acres zoned Master Planned Community(MPC). Sponsors. GidnoyUriaa Attachments: Final PlgLStaff Report Blossom Rock Phase I SV CC DL12 Final Plats Final Plat for Blossom Rock Phase 1 Blossom Rock Phase 1 Land Use Budaet 10. 22-441i Consideration of approval of the Final Plat for Blossom Rock Phase 2 in order tofacilitate a G91-lot residential subdivision consisting of approximately 168 acres zoned Master Planned Community(K4PC). Sponsors: SidnoyUriao Attachments: Final Plat Staff Report Blossom Rock Phase 2 Final Plat for Blossom Rock Phase 2 Blossom Rock Phase 2 Land Use Bud_get 11. 22-442 Consideration of approval of the Final Plat for Infrastructure for Superstition Vistas Development Unit 2- Blossom Rock Trail Phase 1 (SV-22-18-Q|). Sponsors. 8idnayUrian Attachments: FP Staff Report Infrastructure for Blossom Rock Trail P1 Final Plat for Infrastructure BRT P1 12. 22-443 Consideration of approval of the Final Plat for Infrastructure for Superstition Vistas Development Unit 3- Ray Avenue Phase 1 (SV'22-15-0|). Sponsors. GidnnyUriao Attachments: FP Staff Final Plat for lnfrastructqE���� City vr Apache Junction,Arizona Page Printed vnxvwuoxe City Council Meeting Agenda July 19,2022 13. 22-444 Consideration of approval of the Final Plat for Infrastructure for Superstition Vistas Development Units 1 and 2- Ironwood Drive Phase 1 (SV-22-13-BI). Sponsors. Sidney Urias Attachments: FP Staff Report Infrastructure for Ironwood Drive Final Plat for Infrastucture for Ironwood P1 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. 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. 14. 22-433 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. 15. 22-429 City Manager's Report. Sponsors: Matt Busby 16. 22-417 Presentation and discussion with Pinal County District 5 Supervisor Jeff Serdy. Sponsors: Matt Busby 17. 22-428 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. City of Apache Junction,Arizona Page 4 Printed on 711412022 City Council Meeting Agenda July 19,2V22 18. Consideration of application for on interim permit and new Series 1U Beer and Wine Store liquor license for Apache Marketplace located et 42ON. Apache Trail. The next step in the process ia for the council to hold a public hearing on the application and make recommendation of approval or denial ho the Arizona Department of Liquor License and Control. Sponsors: Jennifer Pena Attachments: Memo to Council Apache Marketplace Series 10 Redacted Series 10 Dev Services Recommendation Fire Recommendation Public Safety Recommendation U' 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 n*quoot-h/-spoak 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 noquoot-h»-opoa6 form with the city clerk. 19. 22z425 Presentation, discussion and consideration of Resolution No. 22-28, an intergovernmental agreement with the City uf Apache Junction and the Apache Junction Unified School District#43 for agrant-funded school resource officer at the Apache Junction High School. Soumams: N1iohao| Pno|oy Attachments: 20. 22-44[7 Presentation, discussion and consideration of Resolution No. 22-27. en intergovernmental agreement with the City of Apache Junction and the Apache Junction Unified School District#43 for agrant-funded school resource officer at the Cactus Canyon Junior High School. Spuxmum: N1iohae| Poo|ey Attachments: Resolution 22-27-Cactus Canyon SRO 7-2022 IGA-Cactus Canyon Jr High SRO K. COUNCIL DIRECTION TO STAFF This item allows the mayor and city council to direct staff on specifically listed matters. City vr Apache Junction,Arizona Page nmmd onxv412022 City Council Meeting Agenda July 19,2022 L. SELECTION OF MEETING DATES, TIMES, LOCATIONS, AND PURPOSES 21. 2 - 0 Executive Session at 6:00 P.M. for Monday, August 1, and Executive Session at 6:00 P.M.for Tuesday, August 2, in the city council conference room located at 300 E. Superstition Boulevard in Apache Junction, Arizona and other meetings scheduled if necessary. Sponsors: Jennifer Pena 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 6 Printed on 711412022 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. File ID: 22-456 Sponsor: Agenda Date:7/19/2022 Index: In Control: City Council Meeting Amended 7/14/2022 11:00 AM Item#18 moved to Public Hearing. City of Apache Junction,Arizona Pagel Printed on 711412022 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 1. File ID: 22-426 Sponsor:Jennifer Pena Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of acceptance of agenda. City of Apache Junction,Arizona Page 1 Printed on 711412022 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.2. File ID: 22-360 Sponsor:Jennifer Pena Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of approval of the minutes of the special meeting of June 20, 2022. City of Apache Junction,Arizona Page 1 Printed on 711412022 City of Apache Junction, Arizona Meeting location: City Council Chambers Meeting Minutes at City Hall 300 E Superstition Blvd Special Meeting of the Apache Apache Junction,AZ p g p 85119 Junction City Council apachejunctionaz.gov Ph:(480)982-8002 Monday,June 20,2022 7:00 PM CALL TO ORDER Mayor Wilson called the meeting to order at 7:00 p.m. ROLL CALL Present 7- Mayor Wilson Vice Mayor Rizzi Councilmember Evans Councilmember Johnson Councilmember Heck Councilmember Nesser Councilmember Schroeder Staff in Attendance: Bryant Powell, City Manager Matt Busby, Assistant City Manager Joel Stern, City Attorney Jennifer Pena, City Clerk Evie McKinney, Deputy City Clerk Michael Pooley, Police Chief Leslie DeReche, Finance Director Al Bravo, Public Information Officer Rudy Esquivias, Development Services Director Liz Langenbach, Parks& Recreation Director CONSENT AGENDA AGENDA ITEMS PUBLIC HEARING 1. 22-247 Discussion and consideration for approval of Resolution No. 22-12, fully adopting estimates of expenditures by the City of Apache Junction for the fiscal year beginning July 1, 2022 and ending June 30, 2023; declaring establishment of the budget for the City of Apache Junction for Fiscal Year 2022-2023; and declaring an emergency. City of Apache Junction,Arizona Pagel Special Meeting of the Apache Meeting Minutes June 20,2022 Junction City Council Councilmember Evans moved,seconded by Vice Mayor Rizzi that Resolution No.22-12.fully adopting the estimates of expenditures by the City of Apache Junction for the fiscal year beginning July 1,2022 and ending June 30,2023;declaring establishment of the budget for the City of Apache Junction for Fiscal Year 2022-2023; and declaring an emergency. Yes 7- Mayor Wilson,Vice Mayor Rizzi,Council member Evans,Councilmember Johnson,Council member Heck,Council member Nesser and Councilmember Schroeder No 0 Finance Director Leslie DeReche provided an update and overview of the FY2023 budget and responded to questions from council. Mayor opened the public hearing, receiving no comments, he closed the public hearing. OLD BUSINESS NEW BUSINESS ADJOURNMENT Mayor Wilson Adjourned the meeting at 7:06 p.m. ACCEPTED THIS DAY OF 12022, BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA. SIGNED AND ATTESTED TO THIS DAY OF 12022. 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 special meeting of the City Council of the City of Apache Junction, Arizona, held on the day of , 2022. I further certify that the meeting was duly called and held and that a quorum was present. Dated this day of 2022. JENNIFER PENA City Clerk City of Apache Junction,Arizona Page 2 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 3. File ID: 22-427 Sponsor:Jennifer Pena Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of approval of minutes of the regular meeting of July 5, 2022. City of Apache Junction,Arizona Page 1 Printed on 711412022 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,July 5,2022 7:00 PM City Council Chambers A. CALL TO ORDER Mayor Wilson called the meeting to order at 7:03 p.m. B. INVOCATION AND PLEDGE OF ALLEGIANCE Councilmember Heck gave the invocation and Councilmember Schroeder led the meeting attendees in the Pledge of Allegiance. C. ROLL CALL Present: 6- Mayor Wilson Councilmember Evans Councilmember Heck Councilmember Johnson Councilmember Nesser Councilmember Schroeder Excused: 1 - Vice Mayor Rizzi Staff in Attendance: Bryant Powell, City Manager Matt Busby, Assistant City Manager Joel Stern, City Attorney Jennifer Pena, City Clerk Michael Pooley, Police Chief Al Bravo, Public Information Officer Rudy Esquivias, Development Services Director Liz Langenbach, Parks& Recreation Director D. CONSENT AGENDA Councilmember Evans moved,seconded by Councilmember Schroeder to approve the Consent Agenda. Yes: 6- Mayor Wilson, Councilmember Evans, Councilmember Heck, Councilmember Johnson, Councilmember Nesser and Councilmember Schroeder No: 0 Excused: 1 - Vice Mayor Rizzi 1. 22-388 Consideration of acceptance of agenda. City of Apache Junction,Arizona Pagel City Council Meeting Meeting Minutes July 5,2022 2. 22-389 Consideration of approval of minutes of the regular meeting of June 21, 2022. 3. 22- 49 Acknowledge receipt of the Annual Report of the Apache Junction Public Library Board of Trustees for 2021-2022 Fiscal Year. 4. 22-361 Discussion and consideration for approval of Fiscal Year 2022-2023 Health and Human Services funding contracts between the City of Apache Junction and the Superstition Community Food Bank in the amount of$30,000, the Boys and Girls Club of the Valley in the amount of$11,580, the Genesis Project in the amount of$22,800, A New Leaf in the amount of$5,760, Apache Junction Community Development Corporation in the amount of $6,260 and the Salvation Army in the amount of$3,600. E. AWARDS, PRESENTATIONS AND PROCLAMATIONS 5. 22-396 Presentation of proclamation declaring the month of July, "Parks and Recreation Month." Mayor Wilson presented Liz Langenbach and other Parks and Recreation staff with a proclamation recognizing July as Parks and Recreation Month. F. REGIONAL INTERGOVERNMENTAL UPDATES Mayor and Council updates: Councilmember Schroeder announced the recent Central Arizona Government(CAG) meeting he attended. He stated they passed the budget and announced there is$15 million for State Route 24 expansion and $15 million for the North South corridor assessment. The Pinal County road tax will be on the fall ballot as Proposition 469. CAG also just completed a 2018 audit which was very positive. Councilmember Heck expressed his thanks and appreciation for Monday's 4th of July event that the Parks and Recreation staff worked so diligently on and to Chief Pooley for the organizations that participated and the presence of public safety officers. G. CITY MANAGER'S REPORT 6. 22-391 City Manager's Report. City Manager Bryant Powell commented briefly on the public safety and economic development items on the agenda. He also commented on the city's long history of believing in recreation over incarceration. By providing quality and numerous events through the Parks and Recreation Department, which has been supported by the city council, has provided several opportunities for the city's youth to find career paths, show a variety of opportunities that are available to them, and help them achieve their goals. He announced the recent retirement notices given by the Economic Development Director Janine Solley and Human Resource Director Liz Riley. 7. 22-390 Announcement of current events. Public Information Officer Al Bravo commented on the successful 4th of July fireworks show City of Apache Junction,Arizona Page 2 City Council Meeting Meeting Minutes July 5,2022 sponsored by Republic Services along with Arizona Water Company, Superstition Mountain Community Facilities District, and Superstition Fire and Medical District. The community garden will host an event at Horizon Health and Wellness on Saturday, July 9, 2022 from 10:OOam to Noon. There will be a public meeting on the Weekes Wash Detention Facility on Thursday, July 7, 2022, at 4:OOpm at the Multi-Generational Center. Chief Pooley made a brief announcement on the city's police patch for their uniforms. Councilmember Johnson announced Pinal County will be hosting a career fair from 10:00am to 1:OOpm July 16, 2022. H. PUBLIC HEARINGS 8. 22-367 Presentation, discussion and public hearing on Resolution 22-02, declaring as a public record that certain document filed with the city clerk entitled "2022 Apache Junction City Code, Vol. 11, Land Development Code, Chapter 7: Development Fees." Planner Kelsey Schattnik provided an update on item 22-367 and 22-369; changes to the Apache Junction City Code Vol. 11 Land Development Code, Chapter 7: Development Fees. The process started several months ago and the city contracted with TischlerBise to document land use assumptions, prepare the Infrastructure Improvements Plan (hereinafter referred to as the "IIP"), and update development fees pursuant to Arizona Revised Statutes ("ARS")§9-436.05 (hereafter referred to as the "Enabling Legislation"). Municipalities in Arizona may assess development fees to offset infrastructure costs to a municipality for necessary public services. The development fees must be based on an Infrastructure Improvements Plan and Land Use Assumptions. The proposed development fees are displayed in the Development Fee Report. Development fees are one-time payments used to construct system improvements needed to accommodate new development. The fee represents future development's proportionate share of infrastructure costs. Development fees may be used for infrastructure improvements or debt service for growth related infrastructure. In contrast to general taxes, development fees may not be used for operations, maintenance, replacement, or correcting existing deficiencies. This update of Apache Junction's Infrastructure Improvements Plan and associated update to its development fees includes the following necessary public services: 1. Library Facilities 2. Parks and Recreational Facilities 3. Police Facilities 4. Street Facilities This plan includes all necessary elements required to be in full compliance with SB 1525. Mayor Wilson opened the public hearing, receiving no comments, he closed the public hearing. 9. 22-369 Presentation, discussion and public hearing on Ordinance No. 1521, amending the Apache Junction City Code, Vol. 11, Land Development Code, by repealing Chapter 7: Development Fees in its entirety; and adopting by reference a new Chapter 7: Development Fees; establishing an effective date and revolving sixty month review period; repealing any conflicting provisions; City of Apache Junction,Arizona Page 3 City Council Meeting Meeting Minutes July 5i2V22 and providing for aevenabi|ity. Discussion was conducted under item No. 8. 22'367. U' OLD BUSINESS J. NEW BUSINESS 10. 22-386 Presentation and discussion on the Public Works' Fiscal Year 2022'2023 Capital Improvement and Street Maintenance Plan. Public Works Manager Shane Kiesow and Public Works Director Mike Wever presented the 2023 Street Capital Improvement Maintenance Plan. The plan provided an updated 2022 street inventory. remaining service life of the various streets, capital maintenance projects and new capital construction, along with other projects such ao curb installations, aidewa|ke, storm drain extensions and time frames for those projects. This item will beon the July 10. 2U22. council agenda for consideration. 11, 22-3�87 Presentation and discussion uf agreement with Roadway Electric, LLCfor traffic signal repair services through the City of Mesa Cooperative Contract #2022148. for one (1)year inan amount not tn exceed $400.000.00 with an option ho renew annually and not to exceed five (5)years. Public Works Manager Shane Kiesow and Public Works Director Mike Wever presented information on the Roadway Electric agreement for material and services for emergency/unplanned repairs of the city's traffic signals and street lighting. This agreement utilizes the Mesa's cooperative contract number 2022146 and is for one year with an optional one (1)year renewal, not to exceed a total of five (5)years. The maximum annual amount over the life of this agreement is not to exceed $400,000 with no minimum, or maximum number of purchases guaranteed being made by the city. The item will be on the July 19, 2022, council consent agenda for consideration. K. COUNCIL DIRECTION TO STAFF L. SELECTION OF MEETING DATES, TIMES, LOCATIONS, AND PURPOSES 12. 22-3K92 Executive Session at 6:00 P.M. for Monday, July 18, and Executive Session at 6:00 P.M. for Tuesday, July 19, in the city council conference room located at 300 E. Superstition Boulevard in Apache Junction,Arizona and other meetings scheduled ifnecessary. Councilmember Evans moved,seconded by Councilmember Nesser that an Executive Session at 6:00pm for Monday,July 18,and Executive Session at 6:00pm for Tuesday,July 19,2022 be held in the city council conference room located at 300 E.Superstition Boulevard in Apache Junction, Arizona and other meetings scheduled ifnecessary. Yes: 8- Mayor Wilson, Counoi|mamberEvanu. Counoi|momberHook. Counoi|mombor Johnaon, Counci|momberNooaor and Counoi|memborSchroeder No: U Excused: 1 - Vice Mayor Rizzi City vr Apache Junction,Arizona Page City Council Meeting Meeting Minutes July 5,2022 M. CALL TO PUBLIC There were no requests to speak submitted from the public. N. ADJOURNMENT Mayor Wilson adjourned the meeting at 7:56pm. ACCEPTED THIS DAY OF 12022, BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA. SIGNED AND ATTESTED TO THIS DAY OF 2022. 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 , 2022. 1 further certify that the meeting was duly called and held and that a quorum was present. Dated this day of 2022. JENNIFER PENA City Clerk City of Apache Junction,Arizona Page 5 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.4. File ID: 22-401 Sponsor: Raquel Schatz Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of approval of proposed Resolution No. 22-22 authorizing the city to enter into Intergovernmental Agreement(IGA)Amendment No. 2 with Arizona Department of Transportation (ADOT)for additional funds that will be used for bicycle and pedestrian improvements along Idaho Road from Superstition Boulevard to McKellips Road in the amount of$243,247.00. City of Apache Junction,Arizona Page 1 Printed on 711412022 Public Works➢epartment Home of the Superstition Mountains MEMORANDUM Date: July 18, 2022 To: Mayor and Members of City Council Through Bryant Powell, City Manager Mike Wever P.E., Public Works Director From: Raquel Schatz, Project Engineer Subject: Utilization of Unobligated Congestion Mitigation and Air Quality (CMAQ) Funds Idaho Road Bicycle and Pedestrian Improvement Project REQUEST The City pursued additional federal funds for bicycle and pedestrian improvements on Idaho Road from Superstition and McKellips Boulevard in 2022 due to the construction cost increase during design. BACKGROUND The city applied for construction funds through MAG's Active Transportation Committee in 2017 for construction to occur in 2022. Upon the award of federal funds in 2017 the project then became elgible to apply for MAG close out funds in October of 2021 to cover the construction increase. And now, due to construction cost increase, the city has once again requested additional MAG close out funds, through their unexpected third round. The Intergovernmental Agreement Amendment needs to be executed as soon as possible so that the funds from the previous MAG closeout funds (Amendment#1) does not lapse. 575 E. Baseline Avenue, Apache Junction, AZ 85119 Voice (480) 982-1055 • FAX (480) 982-8005 Public Works➢epartment Home of the Superstition Mountains DISCUSSION IGA 19-0007587-1 IGA 22-0008451-1 IGA 22-0008641-1 Resolution 19-37 Resolution 22-06 Resolution 22-22 Original IGA Amendment#1 Amendment#2 PDA Costs City 100% $ 30,000 City 100% $ 40,000 City 100°i° Design Federal Federal Federal City 100% $ 250,000 city 100% $ 280,402 city 100°r° Subtotal — Design/PDA $ 280,000 $320,402 $ 320,402 Construction Federal 94.3% $ 803,097 Federal 94.3% $ 1,126,169 Federal 94.3% $1,355,551 City 5.7 $ 48,544 City 5.7% $ 68,072 City 5.7% $81,937 Subtotal — Construction $ 851,641 $ 1,194,241 $1,437,488 Estimated TOTAL Project $ 1,131,641 $ 1,514,643 $1,757,890 Cost Estimated City 29%° $ 328,544 25.6% $ 388,474 22.9% $402,339 Funds Estimated Federal 71%° $ 803,097 74.4% $ 1,126,169 77.1% $1,355,551 Funds RECOMMENDATION The Public Works Department is requesting City Council approval of the new Joint Project Agreement (JPA) / Intergovernmental Agreement (IGA)with ADOT which will provide both design services and construction funding for the Old West Highway Sidewalk Improvement Project. ACTION REQUIRED Presentation and discussion on the proposed IGA Amendment#2 at the July 18th, 2022 Working Session with consideration at the July 19th, 2022 Regular Session (consent agenda). Attachment: IGA Amendment#2 & Exhibit A 575 E. Baseline Avenue, Apache Junction, AZ 85119 Voice (480) 982-1055 • FAX (480) 982-8005 RESOLUTION NO. 22-22 A RESOLUTION OF THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, AUTHORIZING THE CITY TO ENTER INTO AMENDMENT NO. TWO TO THE INTERGOVERNMENTAL AGREEMENT WITH THE STATE OF ARIZONA FOR THE IDAHO ROAD BICYCLE AND PEDESTRIAN IMPROVEMENT PROJECT. WHEREAS, the City of Apache Junction ("City") and the State of Arizona Department of Transportation ("ADOT") desire to enter into an Intergovernmental Agreement ("IGA") for a bicycle and pedestrian improvement project on Idaho Road between Superstition and McKellips Boulevards (the "Project") ; and WHEREAS, the City acquired additional federal-aid funds to help with the increase construction costs; and WHEREAS, the attached written amendment ("IGA/JPA 19- 0007587-I, Amendment No. Two: 22-0008641-I") modifies the original financial and administrative conditions for construction of the Project. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION ARIZONA, AS FOLLOWS : 1) The Mayor and City Council hereby approve the attached IGA and the Mayor is hereby authorized to sign the agreement on behalf of the City. 2) The City Manager and/or his designee is authorized and directed to take all steps necessary to carry out the purpose and intent of this resolution. PASSED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, THIS DAY OF , 2022 . SIGNED AND ATTESTED TO THIS DAY OF , 2022 . WALTER "CHIP" WILSON Mayor RESOLUTION NO. 22-22 PAGE 1 OF 2 ATTEST: JENNIFER PENA City Clerk APPROVED AS TO FORM: RICHARD J. STERN City Attorney RESOLUTION NO. 22-22 PAGE 2 OF 2 ADOT File No.: IGA 19-0007587-I Amendment No.Two: 22-0008641-I AG Contract No.: P001 2019 003663 Project Location/Name: Idaho Road, Bicycle/Pedestrian Improvements Type of Work: Pedestrian Improvements Federal-aid No.:AJP-0(216)T ADOT Project No.:T023701D/03D/01C TIP/STIP No.:APJ 19-801D,APJ 21-802C CFDA No.: 20.205 -Highway Planning and Construction._ , Budget Source Item No.: NA AMENDMENT NO.TWO TO INTERGOVERNMENTAL AGREEMENT BETWEEN THE STATE OF ARIZONA AND THE CITY OF APACHE JUNCTION THIS AMENDMENT NO.TWO to INTERGOVERNMENTAL AGREEMENT(the"Amendment No. Two"),is entered into this date pursuant to Arizona Revised Statutes ("A.R.S.") §§ 11-951 through 11-954,as amended,between the STATE OF ARIZONA,acting by and through its DEPARTMENT OF TRANSPORTATION (the "State" or"ADOT") and the CITY OF APACHE JUNCTION,acting by and through its MAYOR and CITY COUNCIL (the"City").The State and the City are each individually referred to as a"Party"and are collectively referred to as the"Parties." WHEREAS,the INTERGOVERNMENTAL AGREEMENT,IGA 19-0007587-I,A.G. Contract No. P001 2019 008663,was executed on March 26, 2020, (the"Original Agreement"); IGA 22-0008451-I Amendment No.One, executed on April 12, 2022, (the"Amendment No. One"); WHEREAS,the State is empowered by A.R.S.§28-401 to enter into this Amendment No.Two and has delegated to the undersigned the authority to execute this Amendment No.Two on behalf of the State; WHEREAS,the City is empowered by A.R.S.§48-572 to enter into this Amendment No.Two and has by resolution,a copy of which is attached and made a part of,resolved to enter into this Amendment No.Two and has authorized the undersigned to execute this Amendment No.Two on behalf of the City; and NOW THEREFORE,in consideration of the mutual terms expressed herein,the purpose of this Amendment No.Two is to revise the Project construction costs; Exhibit A is revised and replaced accordingly.The Parties desire to amend the Original Agreement and Amendment No.One,as follows: Page 1 of 5 IGA: 19-0007587-I Amendment No.Two: 22-0008641-I The Parties incorporate the Recitals set forth above and Exhibit A,attached hereto and made part hereof,part of the body of this Amendment No.Two. Consistent with the Original Agreement,the City has been invoiced and paid the City's PDA and design costs and the initial construction match of$68,072.00. Within 30 days of receipt of an invoice from the State,the City will pay to the State the City's additional match for construction costs estimated at$13,865.00. I. RECITALS (NO CHANGES) II. SCOPE OF WORK (NO CHANGES) III. MISCELLANEOUS PROVISIONS (NO CHANGES) EXCEPT AS AMENDED,ALL OTHER terms and conditions of the Original Agreement and Amendment No.One remain in full force and effect. Page 2 of 5 IGA: 19-0007587-I Amendment No.Two: 22-0008641-I THIS AMENDMENT NO.TWO shall become effective upon the full completion of signing and dating by all Parties to this Amendment No.Two. IN ACCORDANCE WITH A.R.S.§ 11-952 (D),the written determination of each Party's legal counsel providing that the Parties are authorized under the laws of this State to enter into this Amendment No.Two and that the Amendment No.Two is in proper form is set forth below. IN WITNESS WHEREOF,the Parties have executed this Amendment No.Two the day and year first above written. CITY OF APACHE JUNCTION By Date WALTER"CHIP"WILSON Mayor ATTEST: By Date JENNIFER PENA City Clerk I have reviewed the above referenced Amendment No.Two to the Original Agreement between the State of Arizona,acting by and through its DEPARTMENT OF TRANSPORTATION,and the CITY OF APACHE JUNCTION,an agreement among public agencies which,has been reviewed pursuant to A.R.S.§§ 11-951 through 11-954 and A.R.S.§48-572 and declare this Amendment No.Two to be in proper form and within the powers and authority granted to the City under the laws of the State of Arizona. No opinion is expressed as to the authority of the State to enter into this Amendment No.Two. Approved as to Form: By Date City Attorney Page 3 of 5 IGA: 19-0007587-I Amendment No.Two: 22-0008641-I ARIZONA DEPARTMENT OF TRANSPORTATION By Date STEVE BOSCHEN,PE Division Director A.G.Contract No. P001 2019 003663 (ADOT IGA 19-0007587-I Amendment No.Two: 22- 0008641-I),an Agreement between public agencies,the State of Arizona and City of Apache Junction has been reviewed pursuant to A.R.S.§§ 11-951 through 11-954 and A.R.S.§ 28-401 by the undersigned Assistant Attorney General who has determined that it is in the proper form and is within the powers and authority granted to the State of Arizona.No opinion is expressed as to the authority of the remaining Parties,other than the State or its agencies,to enter into said Agreement. By Date Assistant Attorney General Page 4 of 5 IGA: 19-0007587-I Amendment No.Two: 22-0008641-I EXHIBIT A Cost Estimate T0237 01D/03D/01C The Project costs are estimated as follows: ADOT Project Development Administration (PDA) Cost,non-federal-aid: PDA costs* $ 40,000.00 Scoping/Design: City's cost @ 100% $ 280,402.00 Subtotal-Scoping/Design/PDA* $ 320,402.00 Construction Federal-aid funds @ 94.3% $ 1,355,551.00 City's match @ 5.7% $ 81,937.00 Subtotal-Construction** $ 1,437,488.00 Estimated TOTAL Project Cost $ 1,757,890.00 Total Estimated City Funds $ 402,339.00 Total Federal Funds $ 1,355,551.00 * (Included in the City Estimated Funds:invoiced and received in accordance with Original Agreement) ** (The City has paid the initial construction match of$68,072.00 and will be invoiced for the additional match for construction costs estimated at$13,865.00) *** (Includes 15%CE(this percentage is subject to change,any change will require concurrence from the City) and 5% Project contingencies) Page 5 of 5 Direction to Staff: 22-XXX Resolution 22-22 : An Intergovernmental Agreement Amendment #2 with Arizona Department of Transportation for Bicycle and Pedestrian Improvements on Idaho Road . Department of Public Works July 18, 2022 By: Raquel Schatz Background • 2017 MAG Awarded $851,641 for Construction in 2021 • 2018 MAG Awarded $60,000 for Design Assistance ` • 2019 MAG Denied application for full Design • 2021 MAG Closeout Funds Awarded $342,600 for the increase in the Construction Cost Estimate during design • 2022 MAG Closeout Funds Awarded $243,247 for the increase in the Construction Cost Estimate during design Schedule • Design: 95% • Right-of-Way Clearance • Construction anticipated to Fall 2022 Resolution 22-22: Idaho Road Bicycle and Pedestrian Improvements, Amendment No. 2 Improvements Superstition Blvd to Tepee St • Street Lights • Install Bicycle Lanes w • Curb & Gutter and Sidewalks • Mid Block crossing to the Library Tepee St to Foothills St � • Street Lights (west side) • Install Bicycle Lanes • Curb & Gutter and Sidewalks (west side) Foothills St to Lost Dutchman Blvd • Install Bicycle Lanes • Sidewalks (east side) Resolution 22-22: Idaho Road Bicycle and Pedestrian Improvements, Amendment No. 2 Cost Share ADOT PM & Design Review City's Match: $ 30,000 Design City's Match: $ 250,000 Subtotal— Design $280,000 Construction Amendment 1 Federal-aid Funds: $ 803,097 $ 1,126,169 City's Match: 48,544 $ 68,072 Subtotal — Construction $ 851,641 $ 1,194,241 Construction Federal Funds (CMAQ) $ 803,097 $ 1,126,169 $ 355, 51 Total Estimated City Funds 328,544 388,474 402,339 Total Estimated Project Costs $ 1,131,641 $ 1,514,643 $ 1,757,890 Resolution 22-22: Idaho Road Bicycle and Pedestrian Improvements, Amendment No. 2 Staff Recommendation 22-XXX The Public Works Department recommends APPROVAL Consent Agenda on 07/19/22 Timing is extremely crucial, this is a first come first serve. Thank You i r�tit s ��SSS j {ifi a Resolution 22-22: Idaho Road Bicycle and Pedestrian Improvements, Amendment No. 2 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 5. File ID: 22-455 Sponsor: Raquel Schatz Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of approval of proposed Resolution No. 22-23 authorizing the city to enter into an Intergovernmental Agreement(IGA)Amendment No. 2 with Arizona Department of Transportation for additional federal funds in the amount of$1,943,679 for sidewalk improvements on Old West Highway from Idaho Road to Goldfield Road and on Winchester Road from 6th Avenue to Old West Highway. City of Apache Junction,Arizona Page 1 Printed on 711412022 Public Works Department Home of the Superstition Mountains s MEMORANDUM Date: July 18, 2022 To: Mayor and Members of City Council Through Bryant Powell, City Manager Mike Wever P.E., Public Works Director From: Raquel Schatz, Project Engineer Subject: Utilization of Unobligated Congestion Mitigation and Air Quality (CMAQ) Funds Old West Highway Pedestrian Improvement Project REQUEST The City pursued additional federal funds for sidewalks on Old West Highway between Idaho and Goldfield Roads and on Winchester Road between Old West Highway and the 6t" Avenue alignment in 2020 due to the construction cost increase during design. BACKGROUND The city applied for construction funds through MAG's Active Transportation Committee in 2017 for construction to occur in 2021. Upon the award of federal funds in 2017 the project then became elgible to apply for MAG close out funds in October of 2021 to cover the construction increase. And now, due to another construction cost increase, the city has once again requested additional MAG close out funds, through their unexpected third round. The Intergovernmental Agreement Amendment needs to be executed as soon as possible so that the funds from the previous MAG closeout funds (Amendment#1) does not lapse. 575 E. Baseline Avenue, Apache Junction,AZ 85119 Voice (480) 982-1055 • FAX (480) 982-8005 Public Works Department Home of the Superstition Mountains s DISCUSSION IGA 20-0007697-1 IGA 22-0008467-1 IGA 22-0008639-1 Resolution 20-18 Resolution 22-04 Resolution 22-23 Original IGA Amendment#1 Amendment#2 PDA Costs City 100% $ 30,000 City 100% $ 30,000 City 100% $ 30,000 Design Federal 94.%° $ 365,413 Federal 94.% $ 365,413 Federal 94.% $ 365,413 City 5.7% $ 22,087 City 5.7% $ 22,087 City 5.7% $ 22,087 Subtotal — Design/PDA $ 417,500 $ 417,500 $ 417,500 Construction Federal 94.3% $ 1,461,557 Federal 94.3% $ 3,184,100 Federal 94.3% $5,016,989 City 5.7% $ 88,344 City 5.7% $ 192,464 City 5.7% $303,254 Subtotal — Construction $ 1,549,901 $ 3,376,564 $5,320,243 Estimated TOTAL Project $ 1,967,401 $ 3,794,064 $5,737,743 Cost Estimated City 7.1%° $ 140,431 6.4% $ 244,551 6.2% $355,341 Funds Estimated Federal 92.9% $ 1,826,970 93.6% $ 3,549,513 93.8% $5,382,402 Funds RECOMMENDATION The Public Works Department is requesting City Council approval of the new Joint Project Agreement (JPA) / Intergovernmental Agreement (IGA)with ADOT which will provide both design services and construction funding for the Old West Highway Sidewalk Improvement Project. ACTION REQUIRED Presentation and discussion on the proposed IGA Amendment#2 at the July 18t", 2022 Working Session with consideration at the July 19t", 2022 Regular Session (consent agenda). Attachment: IGA Amendment#2 & Exhibit A 575 E.Baseline Avenue, Apache Junction, AZ 85119 Voice (480) 982-1055 • FAX (480) 982-8005 RESOLUTION NO. 22-23 A RESOLUTION OF THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, AUTHORIZING THE CITY TO ENTER INTO AMENDMENT NO. TWO TO THE INTERGOVERNMENTAL AGREEMENT WITH THE STATE OF ARIZONA FOR THE OLD WEST HIGHWAY PEDESTRIAN IMPROVEMENT PROJECT. WHEREAS, the City of Apache Junction ("City") and the State of Arizona Department of Transportation ("ADOT") desire to enter into an Intergovernmental Agreement ("IGA") for a sidewalk improvement project on Old West Highway between Idaho and Goldfield Roads and Winchester Road between Old West Highway and the 6th Avenue Alignment (the "Project") ; and WHEREAS, the City acquired additional federal-aid funds to help with the increase construction costs; and WHEREAS, the attached written amendment ("IGA/JPA 20- 0007697-I, Amendment No. Two: 22-0008639-I") modifies the original financial and administrative conditions for construction of the Project. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION ARIZONA, AS FOLLOWS : 1) The Mayor and City Council hereby approve the attached IGA and the Mayor is hereby authorized to sign the agreement on behalf of the City. 2) The City Manager and/or his designee is authorized and directed to take all steps necessary to carry out the purpose and intent of this resolution. PASSED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, THIS DAY OF , 2022 . SIGNED AND ATTESTED TO THIS DAY OF , 2022 . WALTER N'CHIP" WILSON Mayor RESOLUTION NO. 22-23 PAGE 1 OF 2 ATTEST: JENNIFER PENA City Clerk APPROVED AS TO FORM: RICHARD J. STERN City Attorney RESOLUTION NO. 22-23 PAGE 2 OF 2 ADOT File No.: IGA 20-0007697-I Amendment No.Two: 22-0008639-I AG Contract No.: P001 2020 000693 Project Location/Name: Old West Hwy, Idaho Rd to Goldfield Rd Type of Work: Pedestrian Improvements Federal-aid No.:AJP-0(217)T ADOT Project No.:T024201D/03D/01C TIP/STIP No.:APJ20-803D,AP22-804C CFDA No.: 20.205 - Highway Planning and Construction Budget Source Item No.: NA AMENDMENT NO.TWO TO INTERGOVERNMENTAL AGREEMENT BETWEEN THE STATE OF ARIZONA AND THE CITY OF APACHE JUNCTION THIS AMENDMENT NO.TWO to INTERGOVERNMENTAL AGREEMENT(the"Amendment No. Two"),is entered into this date pursuant to Arizona Revised Statutes ("A.R.S.") §§ 11-951 through 11-954,as amended,between the STATE OF ARIZONA,acting by and through its DEPARTMENT OF TRANSPORTATION (the "State" or"ADOT") and the CITY OF APACHE JUNCTION,acting by and through its MAYOR and CITY COUNCIL (the"City").The State and the City are each individually referred to as a"Party"and are collectively referred to as the"Parties." WHEREAS,the INTERGOVERNMENTAL AGREEMENT,IGA 20-0007697-I,A.G. Contract No. P001 202 000693,was executed on May 12, 202, (the"Original Agreement"); IGA 20-0007697-I Amendment No.One, executed on April 12, 2022, (the"Amendment No. One"); WHEREAS,the State is empowered by A.R.S.§28-401 to enter into this Amendment No.Two and has delegated to the undersigned the authority to execute this Amendment No.Two on behalf of the State; WHEREAS,the City is empowered by A.R.S.§48-572 to enter into this Amendment No.Two and has by resolution,a copy of which is attached and made a part of,resolved to enter into this Amendment No.Two and has authorized the undersigned to execute this Amendment No.Two on behalf of the City; and NOW THEREFORE,in consideration of the mutual terms expressed herein,the purpose of this Amendment No.Two is to revise the Project construction costs; Exhibit A is revised and replaced accordingly.The Parties desire to amend the Original Agreement and Amendment No.One,as follows: The Parties incorporate the Recitals set forth above and Exhibit A,attached hereto and made part hereof,part of the body of this Amendment No.Two. Pagel of 5 IGA: 22-0008639-I Amendment No.Two: 22-0008639-I I. RECITALS (NO CHANGES) II. SCOPE OF WORK Section II,Paragraph 2.e,is revised,as follows: 1. The State will: e. After completion of design and prior to bid advertisement, invoice the City for the actual PDA costs, as applicable, and the City's share of the Project construction costs, estimated at$303,254.00.After the Project costs for construction are finalized,the State will either invoice or reimburse the City for the difference between estimated and actual costs. De- obligate or otherwise release any remaining federal funds from the scoping/design phase of the project. Section II,Paragraph 3.e,is revised,as follows: 2. The City will: e. After completion of design within 30 days of receipt of an invoice from the State and prior to bid advertisement, pay to the State, any outstanding PDA and design costs and the City's share of the Project construction costs, estimated at $303,254.00. Be responsible for and pay the difference between the estimated and actual construction costs of the Project,within 30 days of receipt of an invoice. III. MISCELLANEOUS PROVISIONS (NO CHANGES) EXCEPT AS AMENDED,ALL OTHER terms and conditions of the Original Agreement and Amendment No.One remain in full force and effect. THIS AMENDMENT NO.TWO shall become effective upon the full completion of signing and dating by all Parties to this Amendment No.Two. IN ACCORDANCE WITH A.R.S.§ 11-952 (D),the written determination of each Party's legal counsel providing that the Parties are authorized under the laws of this State to enter into this Amendment No.Two and that the Amendment No.Two is in proper form is set forth below. IN WITNESS WHEREOF,the Parties have executed this Amendment No.Two the day and year first above written. Page 2 of 5 IGA: 22-0008639-I Amendment No.Two: 22-0008639-I CITY OF APACHE JUNCTION By Date WALTER"CHIP"WILSON Mayor ATTEST: By Date JENNIFER PENA City Clerk I have reviewed the above referenced Amendment No.Two to the Original Agreement between the State of Arizona,acting by and through its DEPARTMENT OF TRANSPORTATION,and the CITY OF APACHE JUNCTION,an agreement among public agencies which,has been reviewed pursuant to A.R.S.§§ 11-951 through 11-954 and A.R.S.§48-572 and declare this Amendment No.Two to be in proper form and within the powers and authority granted to the City under the laws of the State of Arizona. No opinion is expressed as to the authority of the State to enter into this Amendment No.Two Approved as to Form: By Date City Attorney Page 3 of 5 IGA: 22-0008639-I Amendment No.Two: 22-0008639-I ARIZONA DEPARTMENT OF TRANSPORTATION By Date STEVE BOSCHEN,PE Division Director A.G. Contract No. P001 2020 000693 (ADOT IGA 20-0007697 Amendment No.Two: 22- 0008639),an Agreement between public agencies,the State of Arizona and City of Apache Junction has been reviewed pursuant to A.R.S. §§ 11-951 through 11-954 and A.R.S. § 28-401 by the undersigned Assistant Attorney General who has determined that it is in the proper form and is within the powers and authority granted to the State of Arizona. No opinion is expressed as to the authority of the remaining Parties,other than the State or its agencies,to enter into said Agreement. By Date Assistant Attorney General Page 4 of 5 IGA: 22-0008639-I Amendment No.Two: 22-0008639-I EXHIBIT A Cost Estimate T0242 01D/03D/01C The federal funds will be used for the scoping/design and construction of the Project,including the construction engineering(CE) and administration cost. The estimated Project costs are as follows: ADOT Project Development Administration (PDA) Cost,non-federal-aid: PDA costs $ 30,000.00 Scoping/Design: Federal-aid funds @ 94.3% $ 365,413.00 City's match @ 5.7% $ 22,087.00 Subtotal-Scoping/Design/PDA* $ 417,500.00 Construction:" Federal-aid funds @ 94.3% $ 5,016,989.00 City's match @ 5.7% $ 303,254.00 Subtotal-Construction $ 5,320,243.00 Estimated TOTAL Project Cost $ 5,737,743.00 Total Estimated City Funds $ 355,341.00 Total Federal Funds $ 5,382,402.00 * (Included in the Estimated City Funds; invoiced and received in accordance with Original Agreements) ** (Includes 15%CE (this percentage is subject to change,any change will require concurrence from the City) and 5% Project contingencies) Page 5 of 5 Direction to Staff-,,, 22-XXX Resolution 22-23 : An Intergovernmental Agreement Amendment #2 with Arizona Department of Transportation for Sidewalk Improvements on Old West Highway and Winchester Road . Department of Public Works July 18, 2022 By: Raquel Schatz Background • 2017 MAG Awarded $1,549,901for Construction in 2022 • Active Transportation Committee-CMAQ 7 • 2019 MAG Awarded $417,500 for full Design • Closeout Funds—CMAQ w • 2021 MAG Closeout Funds Awarded $1,826,663for the increase in the Construction Cost Estimate during design • 2022 MAG Closeout Funds Awarded $1,943,679for the increase in the Construction Cost Estimate during design Schedule • Design is completed • Construction anticipated to begin Fall 2022 Resolution 22-23: Old West Highway Sidewalk Improvements, Amendment No. 2 AS 7.' `"s°` f�a4 �.�' f:�`. �.�yl����`§ S ��`� t3 4rp �'1 i tt • �`y� Aft .. P•. � `� 3� to,A �'� +� � ., tip`�'. , �.i� 1 Utz s �r"iU= b a 4 t t l r ss ziUlt�s{ $' � �f�t'L��r�� ;d'.. 1 'a Lar• � tl S �x i z a ynjIlk r a t 0!d West Highway: Sidewalk Connections from Winchester Raad to Goldfield aad. Connect to existing t n meandering sidewalks. Meander new sidewalks where spacing and grades permit. • 300' 40' 10- 40' 2 Lanes w(5'8lcycle Lane Median 2 Lanes w(5'Bicycle Lane Detached/MeanderingAttached •' Sidewalk Sidewalk Winchester I m provements Old West Highway to 6th Avenue • 2011 CAC developed their campus, off site improvements included sidewalk, curb & gutter, and street lights along Winchester Road. • City entered into a Development Agreement with CAC to reconstruct Winchester Road from 16t" Avenue to Old West Highway at a 60 (City):40 (CAC) split. CAC did not construct the sidewalks, waiting until they build additional buildings on their property adjacent to the Street. 7 i 3kt t to 'i y{It stti flAr , s • Construction of sidewalk in this area will fill gap and �' y� �i '°a"s y� ���� wit tr-.$l•,?, .t �'ll1rrY�{'{{ slk have continuous sidewalks on both sides of Winchester Road from Southern Avenue to Old West Highway. Resolution 22-23: Old West Highway Sidewalk Improvements, Amendment No. 2 Cost Share ADOT PM & Design Review City's Match: $ 30,000 Design Federal-aid Funds: $ 365,413 City's Match: 22,087 a Subtotal — Design $417,500 + tk£iy Construction Amendment 1 `" Federal-aid Funds: $ 1,461,557 $ 3,184,10 City's Match: $ 88,344 $ 192,464 w Subtotal— Construction $1,549,901 $ 3,376,56 Construction }A Federal Funds (CMAQ) $ 1,826,970 $ 3,549,513 $ 82,4 Total Estimated City Funds 140,431 244,551 55,341 Total Estimated Project Costs $ 1,967,401 $ 3,794,064 $ 5,737,743 Resolution 22-23: Old West Highway Sidewalk Improvements, Amendment No. 2 Staff Recommendation 22-XXX s 7 The Public Works Department recommends APPROVAL Consent Agenda on 07/19/22 Timing is extremely crucial, this is a first come first serve. r��71+t4 f Thank You tt4tTti � r Resolution 22-23: Old West Highway Sidewalk Improvements, Amendment No. 2 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.6. File ID: 22-422 Sponsor: Raquel Schatz Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of approval of vacation of dedicated right-of-way, a portion of Ness Boulevard north of North Apache Trail for the purpose of combining lots for future housing development for Bela Flor. City of Apache Junction,Arizona Page 1 Printed on 711412022 Public Works Department stt p -� Home of the Superstition Mountains Date: July 18, 2022 To: Honorable Mayor and Members of the City Council Through: Bryant Powell,Assistant City Manager Mike Wever P.E., Public Works Director From: Raquel Schatz, Project Engineer Subject: Federal Patent Easements Proposed Resolution No. 21-33 (Extinguishment Scenic Street) Scenic Street from Plaza Drive to Ness Boulevard Proposed Resolution No. 21-34 (Vacation Ness Boulevard) Ness Boulevard from North Apache Trail to Idaho Road BACKGROUND Federal patent easements "FPEs" and public right-of-way "ROWs" are one means whereby property is accessed by our citizens in portions of Apache Junction. FPEs were established as a means to provide public roadway access to federal patent parcels, and to mitigate the need of local government to acquire right-of-way to provide access to otherwise landlocked parcels. FPEs are typically a total of 66 feet in width with 33 feet on each side of common parcel lines. In some cases FPEs have been dedicated as ROW. EXISTING CONDITIONS The Scenic Street (alignment) FPE from Plaza Drive to Ness Boulevard and Ness Boulevard (Alignment) from North Apache Trail to Idaho Road has never been opened for public use or maintained by the city. In addition,the FPEs and ROW do not provide access to any parcels which would be landlocked in the event of extinguishment or vacation. Area transportation would not be adversely affected by an extinguishment of these portions of roadway easements. PURPOSE Wayne Ness, owner of the underlying property,filed an application for the extinguishment and vacation of the above mentioned portions of roadway easements on July 2151, 2021. The applicatant owns all abutting parcels. The property owner desire the use of the 66 feet to consolidate the parcels for a future housing development. 575 E. Baseline Avenue, Apache Junction, AZ 85119 • Voice (480) 982-1055 • Fax(480) 982-8005 Public Works Department AV w"Y wr Home of the Superstition Mountains PROCESS In order to sell property owned by the city, the city must complete a 60 day public bid process. Signs were posted in the location of the right-of-way vacation on April 41h, 2022 and Notice of Public Sale was advertised per ARS 9-402. Bid Opening was held on June 61h at the Clerk's Office with only one bid received. Wayne Ness Trustee was the sole bid received in the amount of$5,500.00. Fair Market Value was determined by the City Engineer. RECOMMENDATION Staff respectfully recommends that mayor and city council discuss the proposed extinguishment of Scenic Street and the vacation of Ness Boulevard. ACTION REQUIRED This item will be placed on council agenda on July 18th, 2022 under New Business and then on Consent Agenda on July 191h, 2022. 575 E.Baseline Avenue,Apache Junction, AZ 85119 • Voice (480) 982-1055 • Fax (480) 982-8005 RESOLUTION NO. 21-34 A RESOLUTION OF THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, DECLARING THAT A DEDICATED PUBLIC RIGHT-OF-WAY LOCATED AT NESS BOULEVARD FROM NORTH APACHE TRAIL TO IDAHO ROAD IS NO LONGER NECESSARY FOR PUBLIC USE AS A ROADWAY AND IS HEREBY ABANDONED AS PRESENT AND FUTURE PUBLIC RIGHT-OF-WAY; APPROPRIATE STAFF SHALL ISSUE AND RECORD A WARRANTY DEED TO THE ADJACENT PROPERTY OWNER AFTER RECEIPT OF FAIR VALUE IS PROVIDED TO CITY. WHEREAS, pursuant to Apache Junction City Code Volume 1, 13-2-4 (A) and A.R. S . § 28-7204, the city may abandon any dedicated public right-of-way it determines is no longer needed for public use; and WHEREAS, recently, there has been private development interest; and WHEREAS, to experience the full benefit of private development in this area, it is necessary to abandon Ness Boulevard and merge it into the adjacent parcels to allow a larger parcel to be marketed for development; and WHEREAS, pursuant to Apache Junction City Code Volume 1, § 13-2-4, the director of public works sought comment on the abandonment concept from the development services director, the public safety director, the Superstition Fire and Medical District, as well as all public utility providers; and WHEREAS, based on the responses, the public works director recommended abandonment of the noted public right-of-way; and WHEREAS, the abandonment would not leave a parcel in separate ownership without access to an established public roadway or easement connecting such lands with another public roadway or easement; and WHEREAS, the adjacent owner of the property has agreed to compensate the city fair value for the right-of-way pursuant to A.R. S . § 36-1480; and RESOLUTION NO. 21-34 PAGE 1 OF 5 WHEREAS, pursuant to A.R. S . § 9-402, in order to sell property owned by a city, the city must complete a 60 day public bid process; and WHEREAS, such process has been completed, together with all public notifications, public postings and public hearings; and WHEREAS, Wayne Ness Trustee, responded to the bid with favorable recommendation of staff. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION ARIZONA, AS FOLLOWS : 1) The mayor and city council of the City of Apache Junction find that the 15th Avenue dedicated public right-of-way, as described in Exhibit A and depicted in Exhibit B, is no longer necessary for public roadway purposes and, since the adjoining property owner has agreed to pay the fair value of the property pursuant to A.R. S . § 36-1480 through a public bid process, the right-of-way is hereby abandoned. 2) Staff is authorized to execute a warranty deed to the adjoining property owner and successful bidder, Wayne Ness Trustee, for the Ness Boulevard right-of-way, in exchange for fair value, which the mayor and city council determines to be $5, 500 . 00 . 3) Nothing in this approval extinguishes any utility easement interest of any public utility agency or entity on the subject street right-of-way. RESOLUTION NO. 21-34 PAGE 2 OF 5 PASSED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, THIS DAY OF , 20 SIGNED AND ATTESTED TO THIS DAY OF , 20 WALTER "CHIP" WILSON Mayor ATTEST: JENNIFER PENA City Clerk APPROVED AS TO FORM: RICHARD J. STERN City Attorney RESOLUTION NO. 21-34 PAGE 3 OF 5 I P S GROUP Legal Description A3 17.5 Right-of-Way Abandonment Job No. 21-0154 7/8/2021 A portion of the right-of-way of Ness Boulevard dedicated in Book 11, Page 24 of Pfinal County Records, lying within the Northeast Quarter of Section 20, Township 1 North, Range 8 East of the Gila and Salt River Meridian, Pinal County, Arizona, more particularly described as follows: COMMENCING at the at Quarter Corner of said Section 20, being marked by a 3" Arizona Department of Transportation aluminum cap in handhole, from which the Northeast corner of said Section 20, being marked by a cotton picker spindle, bears North 0 degrees 02 minutes 33 seconds West, 2636.84 feet; thence along the at line of said Northeast Quarter, North 0 degrees 02 minutes 33 seconds West, 1348.27 feet; thence North 89 degrees 56 minutes 17 seconds West, 326.55 feet to a point on the East right-of-way line of said Ness Boulevard and the POINT OF BEGINNING; thence along said at right-of-way line, South 0 degrees 02 minutes 33 seconds East, ®6 feet to a point on the Northwesterly right-of-way line of Apache Trail; thence along said Northwesterly right-of-way line, South 37 degrees 54 minutes 43 seconds West, 97.56 feet to a point on the West right-of-way line of said Ness Boulevard; thence along said West right-of-way line, North 0 degrees 02 minutes 33 seconds West, 305.69 feet to a point on the Southerly line of that portion of right-of-way of Ness Boulevard abandoned in Docket 1258, Page 621 of Pfinal County Records; thence along said Southerly line, out 89 degrees 56 minutes 17 seconds East, 60.00 feet to the POINT OF BEGINNING. Contains 16,031 square feet or 0.3680 acres, more or D less® C f 531 RAYMOND S. MUNOZ III nod 1\ ONA, $a's e S 3,31 EPSY, Grot,,Tp, "Enc, '11,30 N, AIrro SchodRd, Me zii, AZ 85201, -1-,i,,z,,J1 (480) 503-2250 Fi-w (480) 503-2258 So\Projects\2021\21-0154\Land Survey\Legals\21-0154 LD02 ROW Abandonment.doa LINE TABLE LINE FEARING LENGTH E COR@ SEC 20, T1N8 ME, G S M D CPS L1 N69®56'17"W 326.55' L2 S00®02a33"E 225, 8 `-1) CD I -- -a L3 37® 4'4 "W 9T56' 0' /W I a BK 11, PG 24, PCR I L4 N00*02'33"W 3 .69' PORTION ABANDONED PER co KT 1258, PG 621, PCR00 L5 S6 ® 6'17"E 6 .0 , P013 I L5 _®®® L1 !W CN 08 / V BK 11, PG 24, PCR 5 APN 101-11-0050 SO, co NESS BERTH C TR 0 V, i 0 fk, G r IV POC E 1/4 COR, SEC 20, TIN, BE, G&SRM—"",f 51 ' RAYMOND S. F D 30 ADOT ACHH n MUNOZ III nod V �a I'?ONA, U S NORTH aU 2 o 0 100 scale feet J 17.5 1130 N Alma School Rd i t-O - ndonment ate 120 Mesa,AZ 05201 rej�r ps TASOSD32M j F: 0 N fll It I; (� www,epsgroupinc.com 7 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.7. File ID: 22-424 Sponsor: Raquel Schatz Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of approval for a Federal Patent Easement(FPE)extinguishment of Scenic Street(alignment)from Plaza Drive to Ness Boulevard (alignment), for the purpose of combining lots for a future housing development for Bela Flor. City of Apache Junction,Arizona Page 1 Printed on 711412022 Public Works Department stt p -� Home of the Superstition Mountains Date: July 18, 2022 To: Honorable Mayor and Members of the City Council Through: Bryant Powell, City Manager Mike Wever, Public Works Director From: Raquel Schatz, Project Engineer Subject: Federal Patented Easements Extinguishment Proposed Resolution No. 21-33 Scenic Street (alignment) from Plaza Drive to Ness Boulevard BACKGROUND Federal Patented Easements (FPEs) were created by federal law and inherited by the city from Pinal County upon city formation and subsequent annexations. They are the means whereby properties are accessed by citizens in portions of Apache Junction to mitigate the need of acquisition to serve access to otherwise landlocked parcels. FPEs are typically a total of 66 feet in width with 33 feet on each side of common parcel lines. EXISTING CONDITIONS The Scenic Street (alignment) FPE from Plaza Drive to Ness Boulevard has never been maintained by the city and is not classified as a local roadway. In addition,the FPE does not provide access to any parcels which would be landlocked in the event of extinguishment. Area transportation would not be adversely affected by an extinguishment. PURPOSE Wayne Ness, owner of the underlying property,filed an application for the extinguishment on July 21, 2021. The property is currently on the market for sale with contingent upon the extinguishment so that the potential buyer(s) develop a residential lots. The extinguishment would allow the developer to combine the individual lots into a single parcel. 575 E.Baseline Avenue, Apache Junction, AZ 85119 • Voice (480) 982-1055 • Fax (480) 982-8005 Public Works Department AV w"Y wr Home of the Superstition Mountains PROCESS Once the easement has been extinguished,the property owner can apply for a building permit using the property line as opposed to the existing FPE as the setback boundary. RECOMMENDATION Staff recommends extinguishment of the Scenic Street (alignment) from Plaza Drive to Ness Boulevard. ACTION REQUIRED After tonight's presentation and discussion, this item will be placed on the consent calendar scheduled for July 19t", 2022. 575 E.Baseline Avenue, Apache Junction, AZ 85119 • Voice (480) 982-1055 • Fax (480) 982-8005 RESOLUTION NO. 21-33 A RESOLUTION OF THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, DECLARING A FEDERALLY PATENTED EASEMENT LOCATED AT SCENIC STREET (ALIGNMENT) FROM PLAZA DRIVE TO NESS BOULEVARD, IS NO LONGER NECESSARY FOR PUBLIC USE AS A FEDERALLY PATENTED EASEMENT AND IS HEREBY EXTINGUISHED AS PRESENT AND FUTURE PUBLIC RIGHT-OF-WAY. WHEREAS, upon incorporation, the City of Apache Junction, an Arizona municipal corporation, became the holder of roadway easements, also known as federally patented easements (FPEs) , pursuant to the Small Tract Act of 1938 (52 Stat . 609, as amended, 43 U. S .C. 682a-682e) , as more fully described in Exhibit A and depicted in Exhibit B; and WHEREAS, an FPE may be extinguished by a local municipal government pursuant to A.R. S . §§ 9-500 . 24 and 28-7214; and WHEREAS, on July 12th, 2021 the applicant paid the required non-refundable application and filing fee for the extinguishment request pursuant to Apache Junction City Code § 13-2-4 (H) ; and WHEREAS, the reason for the FPE extinguishment request is to combine lots for residential development; and WHEREAS, pursuant to Apache Junction City Code § 13-2-4, the director of public works on August 12, 2021, submitted copies of the application for comment to the development services director, the public safety director, the Superstition Fire and Medical District, as well as all public utility providers; and WHEREAS, the extinguishment request, if approved, would not leave a parcel in separate ownership without access to an established public roadway or easement connecting such lands with another public roadway or easement; and WHEREAS, the city engineer has determined that the FPE in question, because of its location, topography, and encroachments therein, have no or de minimis public value . RESOLUTION NO. 21-33 PAGE 1 OF 4 NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION ARIZONA, AS FOLLOWS : 1) The mayor and city council of the City of Apache Junction find that the FPE, as described in Legal Description and depicted in the Exhibit, is classified as a local street on the Street Classification Plan and is no longer necessary for public roadway purposes, has no or de minimis public value, and is hereby extinguished for public roadway purposes . 2) Nothing in this approval extinguishes any utility easement interest of any public utility agency or entity on the subject FPE. PASSED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, THIS DAY OF r 20—. SIGNED AND ATTESTED TO THIS DAY OF 20 WALTER "CHIP" WILSON Mayor ATTEST: JENNIFER PENA City Clerk APPROVED AS TO FORM: RICHARD J. STERN City Attorney RESOLUTION NO. 21-28 PAGE 2 OF 4 GROUP Legal Description A3 17.5 Easement Abandonment Job No. 21-0154 7/8/2021 All of that public highway easement as described and recorded in Docket 458, Page 419 of Pinal County Records, lying within the Northeast Quarter of Section 20, Township 1 North, Range 8 East of the Gila and Salt River Meridian, Pinal County, Arizona, described via metes and bounds as follows: COMMENCING at the East Quarter Corner of said Section 20, being marked by a 3" Arizona Department of Transportation aluminum cap in an hole, from which the Northeast corner of said Section 20, being marked by a cotton picker spindle, bears North 0 degrees 02 minutes 33 seconds West, 2636.84 feet; thence along the East line of said Northeast Quarter, No 0 degrees 02 minutes 33 seconds West, 1288.42 feet; thence along a line 30.00 feet out of and parallel with the South line of the North Half of said Northeast Quarter, North 89 degrees 55 minutes 32 seconds West, 386.55 feet to a point on the West right-of-way line of Ness Boulevard as shown in Book 11, Page 24 of Pinal County Records and the POINT OF BEGINNING; thence continuing along said parallel line, North 89 degrees 55 minutes 32 seconds West, 13® 0 feet to a point on the East right-of-way line of Lost Dutchman Boulevard (currently known as Plaza Drive) as shown in Book 11, Page 24 of Pinal County Records; thence along said East right-of-way line, North 0 degrees 02 minutes 40 seconds West, 60.00 feet; thence along a line 30.00 feet North of and parallel with the South line of the North Half of said Northeast Quarter, South 89 degrees 55 minutes 32 seconds East, 913.81 feet to a point on said West right-of-way line of Ness Boulevard; thence along said West right-of-way line, South 0 degrees 02 minutes 31 seconds East, 60.00 feet to the C r J, POINT OF ® 531 Contains 54,828 square feet or 1.2587 acres, more or RAYMOND S. less. MUNOZ III ned ee fires 3�i 311 EPS Grot,,Tp, N, Ahnna School Rd,Swtnte 120 Mesia,, AZ 85201 Tel (480) 503-22,50 , Fax(480) 503-2258 S:\Projects\2021\21-0154\Land Survey\Legals\21-0154 LD01 Esmt Abandonmentdocx LINE TABLE LINE BEARING LENGTH L1 89'5 ®32"W 3W55 NE CON, SEC 2O, TIN, REIE, G SR 8 dB P D CPS L2 5 � 5 32 91 .50 L3 0 '02'40"W 60,009 L4 59*5552n 13,81@ 6Oe R/W I BK 11, PG 24� PC L SOO®02831®'E 0,Oa POOH ABANDONED PER I KT 1256, PG 621, PCR00 I o 1 � p ro I L4 I 00 LO L1 L2 FOR 0- C14 CL 0' / CI- BK 11, PG 24, PCR 04 4R/ BK 11, PG 24, PCR co 0 APN 101-11-0050 NESS BERTH C TR POC E 1/4 CO , SEC 20, TIN, RK, G&SRM sy l cA r END 3" OT ACH 531 YM ND S, NORTH MUNZ III 2 CA 1\� CL �; /BONA, U S 4 Expires 3d31t2b�A S 0 10 scale feet J 17.5 :::::::: ol Rd [::::::�EasernnentMesa, 201 <*4.;r 1 ev Exhibit com City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.8. File ID: 22-432 Sponsor: Shane Kiesow Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of approval to enter into an agreement with Roadway Electric, LLC for traffic signal repair services through the City of Mesa Cooperative Contract#2022146 for one (1) year in an amount not to exceed $400,000.00 with an option to renew annually and not to exceed five (5)years. City of Apache Junction,Arizona Page 1 Printed on 711412022 Public Works Department Home of'the Superstition Mountains .ter. Date: July 19, 2022 To: Mayor and Members of the City Council Through: Bryant Powell, City Manager Mike Wever, Public Works Director From: Shane Kiesow, Public Works Manager Subject: Consideration of approval on agreement with Roadway Electric LLC City staff respectfully requests the consideration approval of entering into a materials and services agreement with Roadway Electric LLC for emergency/unplanned repairs of the city's traffic signals and streetlights. This agreement is tied into the City of Mesa's cooperative contract, number 2022146, with Roadway Electric LLC. Term of agreement is one (1) year with optional one (1) year renewals, not to exceed a total of five (5) years as per the Mesa contract. The maximum annual amount over the life of this agreement is not to exceed $400,000 with no minimum, or maximum number of purchases guaranteed being made by the city. This item was brought before city council work session on July 5, 2022 for discussion. 575 E. Baseline Avenue, Apache Junction, AZ 85219 Voice(480) 982-1055 • FAX (480) 983-5752 or(480) 982-8005 MATERIALS AND SERVICE AGREEMENT BETWEEN THE CITY OF APACHE JUNCTION AND ROADWAY ELECTRIC LLC FOR TRAFFIC SIGNAL REPAIR SERVICES PROJECT NO.: HFS - 7 THIS AGREEMENT is made and entered into this day of 2422, by and between the CITY OFAPACHE JUNCTION ("City"), an Arizona municipal corporation, and ROADWAY ELECTRIC LLC, an Arizona limited liability company "Contractor). Bath collectively referred to as "Parties"or individually as a "Party." RECITALS A. After a competitive procurement process, the City of Mesa, Arizona ("Mesa") entered into Contract No. 2022146, dated May 1, 2022 the "Mesa Contract!'), for the Contractors to provide traffic signal repair services (the "Work"). A copy=of the Mesa Contract is attached hereto as Exhibit A and incorporated herein with this Agreement (the "Contract Documents"), to the extent not inconsistent with this Agreement. If there are inconsistent provisions between the Mesa Agreement and this Agreement, the provisions of this Agreement shall govern, B. The City and the Contractor desire to set forth herein their respective responsibilities and the manner and terms upon which Contractor r shall complete the Work; C. The City is permitted, under Arizona Revised Statutes, Title 34, and Apache Junction City Code ("A.J. . .") Article -7 Procurement Procedure, to purchase such materials and services under the Mesa Contract. AGREE ENT NOW THEREFORE, City retains Contractor to perform, and Contractor agrees to render the services in accordance the terms and conditions set forth as follows: TERMS 1. SCOPE OF WORK: This is an indefinite quantity and indefinite delivery Agreement for materials and services under the terms and conditions of the Mesa Contract. The City does not guarantee any minimum or maximum number of purchases will be made. 2. WORK ORDERS: Purchases will only be made when the City identifies a need and proper authorization and documentation have been approved. For purchase(s) determined by the City to be appropriate for this Agreement, the Contractor shall provide the materials and services to the City in such quantities and onfiguratio agreed upon between the Parties, in a written invoice, quote, work order or other form of written agreement describing the work to be completed (each, a "Work Order"). Each Work Order shall contain a reference to the Contract documents. Work Orders submitted without referencing the Contract Documents will be subject to rejection. Contractor acknowledges and agrees that Work Order(s)containing unauthorized exceptions, conditions,limitations,or provisions in conflict with the terms the Contract Documents (collectively,"Unauthorized Conditions"), ether than City's project specific requirements,are hereby expressly declared void and shall be of no farce and effect. Acceptance by the City of any Work Order or invoice containing any such Unauthorized Conditions or failure to demand full compliance with the terms and conditions set forth in this agreement,shall not alter such terms and conditions set forth in this Agreement or under the Mesa Contract, shall not alter such terms and conditions or relieve Contractor from, nor be construed or deemed a waiver of, its requirements and obligations in the performance of this Agreement. If the Agreement is renewed pursuant to Subsection 3 below and such renewal includes any Unauthorized Conditions, other than price,those terms will be null and void. The City reserves the right to cancel Work Orders within a reasonable period of time after issuance. Should a Work Order be canceled, the City agrees to reimburse the Contractor, but only for actual and documentable costs incurred by the Contractor due to and after issuance of the Work Order. The City will not reimburse the Contractor for any costs incurred after receipt of City notice of cancellation, or for lost profits,shipment of product prior to issuance of Work Carder, or for anything not expressly permitted pursuant to this Agreement. 3. TERM OF AGREEMENT: Initial Term This Agreement shall be effective as of the date first set forth above and shall remain in full force and effect until April 30, 2023 (the "Initial Term"), unless terminated as otherwise provided in this Agreement or the Mesa Contract. Renewal Terms After the expiration of the Initial Term, this Agreement may review automatically for an additional one-year term "Automatic Renewal Term") in accordance with the Mesa Contract. Thereafter this Agreement may be renewed for up to two successive one-year terms(each,a"Renewal Term")if: (i) it is deemed in the best interests of the City, subject to availability and appropriation of funds for renewal in each subsequent year, (ii) the term of the Mesa Contract has not+expired, and {iii) the City approves the additional one-year term in writing including any price adjustments approved as part of the Mesa Contract, as evidenced by the Mesa city manager's signature thereon,which approval may be withheld by the City for any reason. The Initial Term, Automatic Renewal Term and any Renewal Term $) are collectively referred to herein as the "Term." Upon renewal, the terms and conditions of this Agreement shall remain in full force and effect. 4. PAYMENTS & COMPLETION Prices shall be governed under Exhibit A for the performance of the Work under this Agreement. The City shall pay Contractor for the Initial Term and for each subsequent Renewal Term, if any, an annual amount not to exceed four hundred thousand dollars ($400,000) for materials and services as requested through proper Work Order at the unit rates set forth in the Mesa Contract. The maximum aggregate amount for this Agreement, including all Renewal Terms, shall not exceed two million dollars ($2,004,000). Once City finds the Work acceptable under the Contract Documents, City shall promptly submit for processing a certificate or invoice for payment stating that, to the best of its knowledge, information and belief on the basis of its observation and inspection, the Work has been completed in accordance with the terms and conditions of the Contract Documents and that partial payment or the full balance due the Contractor is payable. . LABOR AND MATERIALS: Unless otherwise provided in the Contract Documents,Contractor shall provide,pay and insure under the requisite laws and regulations for all labor, materials, equipment, tools and machinery, utilities,transportation, other facilities and services necessary for the proper execution and completion of the Work whether temporary or permanent, and whether or not incorporated or to be incorporated in the Work. 6. TAXES Contractor shall pay all license, sales, consumer, use and ether similar taxes for the Work or portions thereof provided by Contractor which are legally enacted at the time bids are received whether or not yet effective or subsequently applicable due to acts of jurisdictions or bodies other than City. 7. PERMITS & FEES: Unless otherwise provided in the Contract Documents, Contractor shall secure and pay for all permits, government fees, licenses and inspections necessary for the: proper execution and completion of Work which are customarily secured after execution of the contract and which are legally required. Contractor shall give all notices and comply with all laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the performance of the Work, City permits for this Work will be provided to Contractor at no cast. Contractor represents and warrants that any license necessary to perform the Work under this Agreement is current and valid. Contractor understands that the activity described herein constitutes "doing business in the City of Apache Junction" and Contractor agrees to obtain business license pursuant to Article 8-2 of the Apache Junction City Code, Vol. 1, and keep such license current during the term of this Agreement and after termination of this Agreement any time Work is performed pursuant to the warranty provisions set forth in Section 6. Contractor also acknowledges that the tax provision of the Apache Junction Tax Code, Chapter 8A, may also apply and if so, shall obtain a transaction privilege license and/or either licenses as may be required by the city code. Any activity by subcontractors within the corporate city limits will invoke the same licensing regulations can area subcontractors, and Contractor ensures its subcontractors will obtain any and all applicable licenses. Further, Contractor agrees to pay all applicable privilege and use taxes that are applicable to the activities, products - and services provided under this Agreement. 8. INDEPENDENT CONTRACTOR: Contractor shall at all times during Contractor's performance of the services retain Contractor's status as are independent Contractor. Contractor's employees shall under no circumstances be considered or held to be employees or agents of City, and City shall have no obligation to pay or withhold state or federal taxes, or provide workers' compensation or unemployment insurance for or on behalf of them or Contractor. t Contractor shall supervise and direct the delivery of the materials using its best skill and attention. Except as provided in this Agreement, Contractor shall be solely responsible for all means, methods, techniques, sequences and procedures, and for coordinating all portions of the work required by the contract documents. Contractor shall be responsible to City for the acts and omissions of its employees. 9. INDEMNIFICATION: To the fullest extent permitted by law, Contractor shall-defend, indemnify and hold harmless City, its elected and appointed officers,officials, agents, and employees from and against any and all liability including but not limited to demands, claims, actions, fees, oasts and expenses, including attorney and expert witness fees, arising from or connected with or alleged to have arisen from or connected with, relating to, arising out of, or alleged to have resulted only from the negligent, intentional or reckless acts, errors, mistakes, omissions, Work or services of Contractor, its agents, employees, or any tier of Contractor's subcontractors in the performance of this Agreement. Contractor's duty to defend, hold harmless and indemnify City, its special districts, elected and appointed officers, officials,agents, and employees shall arise in connection with any tortious claim, damage, loss or expense that is attributable to bodily injury, sickness, disease,death, or injury to, impairment, or destruction of property including loss of use resulting therefrom, only caused, by a Contractor's negligent, intentional, or reckless acts, errors, mistakes, omissions, Work or services in the performance of this Agreement including any employee of Contractor, any tier ofContractor's subcontractor or any tither person for whose acts, errors, mistakes, omissions,work or services Contractor may be legally liable. 10. GOVERNING LAVA AND 'VENUE: The terms and conditions of this Agreement shall be governed by and interpreted in accordance with the laws of the State of Arizona. Any action at law or in equity brought by either Party for the purpose of enforcing a right or rights provided for in this Agreement,shall be tried in a court of competent jurisdiction in Pinal County, State of Arizona. The Parties hereby waive all provisions of law providing for a change of venue in such proceeding to any other county. In the event either Party shall bring suit to enforce any term of this Agreement or to recover any damages for and on account of the breach of any term or condition in this Agreement, it is mutually agreed that the prevailing party in such action shall recover all costsincluding: all litigation and appeal expenses, collection expenses, reasonable attorneys' fees; necessary witness fees and court costs to be determined by the court in such action. 11. INSURANCE. Contractor, at its own expense, shall purchase and maintain the minimum insurance and other additional requirements set forth herein. All insurance required herein shall be maintained in full force and effect until all work or service required to be performed under the terms of the Agreement is satisfactorily completed and formally accepted, failure to do so may, atthe sale discretion of City constitute a material breach of this Agreement. Contractor's insurance shall be primary insurance as respect to City, and any insurance or self-insurance maintained by City shall not contribute to it. Any failure to comply with the claim reporting provisions of the insurance policies or any breachof an insurance policy warranty shall not affect coverage afforded under the insurance policies to protect City. The insurance policies, exceptWorkers' Compensation, shall contain waiver of transfer rights of recovery(subrogation)against+ ity its agents,officers;officials and employees for any claims arising out of Contractor's acts,errors, mistakes, omissions,work or services. The insurance policies may provide coverage which contains deductibles or self- insured retentions Such deductible and/or self-insured retentions shall not be applicable with respect to the coverage provided to City under such policies. Contractor shall be solely responsible for the deductible and/or self-insured retention and City, at its option, may require Contractor to secure payment of such deductibles or self-insured retentions by a Surety Bond or an irrevocable and unconditional letter of credit. City reserves the right to request and to receive within ten (10) working days, certified copies of any or all of the herein required insurance policies and/or endorsements. City shall not be obligated, however, to review same or to advise Contractor of any deficiencies in such policies and endorsements, and such receipt shall not relieve Contractor from, or be deemed a waiver of City's right to insist on strict fulfillment of Contractor's obligations under this Agreement. The insurance policies, except Workers' Compensation, required by this Agreement, shall name City, its agent, officers, officials and employees a additional insured parties. REQUIRED COVERAGE Commercial general Liability Contractor shall maintain Commercial General Liability insurance with a limit of not less than $1,000,000 for each occurrence with a $2,000,000 ..... Products/Completed Operations Aggregate and a$2,000,000 General Aggregate Limit. The policy shall include coverage for bodily injury, broad farm property damage, personal injury, products and completed operations and blanket contractual coverage including, but not limited to,the liability assumed under the indemnification provisions of this Agreement which coverage will be at'least a broad as Insurance Service Office, Inc. Policy Form ECG 00011-93 or the equivalent thereof. In addition, automobile liability coverage of at least 1 million per occurrence or a combined single limit of at least$1,000,000 is required. The auto liability policy should contain endorsements for hired autos, non-owned autos and scheduled vehicles,as applicable to the Contractor's business. Such policy shall contain severability of interest provision, and shall not contain a sunset provision or commutation clause, nor any provision which would serve to limit third party action over claims. The Commercial general Liability additional insured endorsement shall be at least as bread as the Insurance Service Office Inc.'s Additional Insured,Form CG 20101185, or the equivalent thereof, and shall include coverage for Contractor's operations and products and completed operations. If required by this Agreement,if Contractor sublets any part of the work, services or operations, Contractor shrill purchase and maintain, at all times during prosecution of the work, services or operations cinder this Agreement, City an Contractor's Protective liability insurance policy for bodily injury and property damage, including death, which may arise in the prosecution ofthe Contractor's work, service or operations under this Contract. Coverage shall be on an occurrence basis with a limit not less than 1,000,000 per occurrence, and the policy shall be issued by the same insurance company that issues Contractor's General Liability insurance. Workers' Compensation Not Applicable to Sole Proprietorships) Contractor shall carry Workers' Compensation insurance to cover obligations imposed by federal and state statutes having jurisdiction of Contractor's employees engaged in the performance of the work or services} and Employer's Liability insurance of not less than $100,000 for each accident, $100,000 disease for each employee, and $500,000 disease policy limit. In case any work is subcontracted, Contractor will require subcontractor to provide Workers' Compensation and Employer's Liability to at least the same* extent as required of Contractor. CERTIFICATE OF INSURANCE Prior to commencing work or services under this Agreement, Contractor shall furnish the City with Certificates of Insurance, or formal endorsements as required by Agreement, issued by Contractor's insurers), as evidence that policies providing the required coverages, conditions and limits required by this Agreement are in full force and effect. In the event any insurance policies required by this Agreement are written on a "claims made"basis, coverage shall extend for two( )years past completion and acceptance of theContractor's work or services and as evidenced by annual Certificates of insurance,to be filed with the City Clerk of City. If a policy does expire during the life of the Agreement, a renewal certificate must be sent to City thirty 0) calendar days prior to the expiration date. All Certificates of Insurance shall be identified with bid serial number and title. Insurance required herein shall not expire, be canceled, or materially changed without thirty 30) calendar days' prior written notice to City. 12. SUCCE t}R ,,A It ll lEN1` C}EI E+ Tlt N: City and Contractor each bind themselves, their partners, successors, assigns and legal representatives to the tither party hereto and to the partners, successors, assigns and legal representatives of such ether party in respectto all covenants, agreements and obligations contained in the contract documents. Neither party to the contract shall assign the contract or sublet it as a whole or delegate the duties hereunder without the written consent of the ether, nor shall Contractor- assign any monies due or to become due to or to become due to it without the previous written consent of City. 13 WRITTEN NOTICE: Written notice shall be deemed to have been duly served if delivered in person to the individual or member of the firm or entity, or to an office of the corporation for whom it was intended or if delivered at or sent registered or certified nail, return receipt requested, and first class postage prepaid to the last business address known to them who gives the notice. 14. SAFETY: Contractor and/or its subcontractors shall be solely responsible for job safety at all times. 15. RIGHTS & REMEDIES: The duties and obligations imposed by the contract documents and the rights and remedies available hereunder shall be in addition to and not limitation of any duties, obligations, rights and remedies otherwise imposed or available by law. No.action or failure to act by City or Contractor shall constitute a waiver of any right or duty afforded any of them under the contract,nor shall any action or failure to act constitute an approval of or an acquiescence to any breaches hereunder except as may be specifically agreed to in writing. 16. TERMINATION OF CONTRACT: If, for any reason, Contractor shall fail to fulfill in a timely and proper manner his/her obligations under the contract,or if Contractor shall violate any of the covenants, agreements, or stipulations of the contract, City shall thereupon have the right to terminate the contract by giving written notice to Contractor of such termination and specifying the effective date thereof. Notwithstanding the above, Contractor shall not be relieved of liability to City for damages sustained by City by virtue of any breach of the contract by Contractor. City may terminate the contract at any time by giving at least twenty-four( )hours notice in writing to Contractor. If the contract is terminated by City as provided herein, Contractor will be paid for the time expended and expenses incurred up to the termination date. 17. APPEALS: All contractual grievances shall be submitted in writing to City Manager within five (5) calendar clays after the difference of opinion or grievance occurs relating to any of the provisions of the terms of this Agreement. Within five (5) calendar days of receiving a written grievance,the City Manager shall respond in writing] to the company. The City Manager's decision shall be final and binding, subject only to a further appeal in the final County Superior Court pursuant to A.R.S. § 12=901, et sec 18. RECORDS: Records of Contractor's labor, payroll and other costs pertaining to this Agreement shall be kept on a generally recognized accounting basis and made available to City for inspection on request. Contractor shall maintain records for a period of at least three (3) years after termination of this Agreement, and shall make such records available during that retention period for examination or audit by City personnel during regular business hours. 19. AMENDMENT It is mutually understood and agreed that no alteration or variation of the terms and conditions of this Agreement shall be valid unless made in writing and signed by the parties hereto, and that oral understandings or agreements not incorporated herein shall not be binding on the parties. 20. ENTIRE AGREEMENT:This Agreement and any attachments represent the entire agreement between City and Contractor and supersede all prier negotiations, representations or agreements, either express or implied, written or oral. It is mutually understood and agreed that no alteration or variation of the terms and conditions of this Agreement shall be valid unless made in writing and signed by the parties hereto. Written and signed amendments shall automatically become part of the supporting documents, and shall supersede any'inconsistent provision therein, provided, however, that any apparent inconsistency shall be resolved, if possible, by construing the provisions as mutually complementary and supplementary. 21. SEVERABILITY; City and Contractor each believe that the execution, delivery and performance of this Agreement are in compliance with all applicable laws. However, in the unlikely event that any provision of this Agreement is declared void or unenforceable (or is construed as requiring City to do any act in violation of any applicable laws, including any constitutional provision, law, regulation, or city code), such provision shall be deemed severed from this Agreement and this Agreement shall otherwise remain in full force and effect; provided that this Agreement shall retroactively be deemed reformed to the extent reasonably possible in such a manner so that the reformed agreement(.and any related agreements effective as of the same date) provide essentially the same rights and benefits (economic and otherwise) to the Parties as if such severance and reformation were not required. Unless prohibited by applicable laws, the Parties further shall perform all acts and execute, acknowledge and/or deliver all amendments, instruments and consents necessary to accomplish and to give effect to the purposes of this Agreement, as reformed. 23. CONFLICT OF INTEREST: This Agreement is subject to, and may be terminated by City in accordance with, the provisions ofA.R.S. § -511. 24. PROHIBITION T }CONTRACT t ITT+CONTRACTORS TORS WHO ENGA GE It v BOYCOTT OF THE STATEu F I R EL: The Parties acknowledge A.R.S. §§35-393 through 35-393.03, as amended, which forbids public entities from contracting with Contractors who engage in boycotts of the State of Israel. Should Contractor under this Agreement engage in any such boycott against the State of Israel,this Agreement is automatically terminated. Any such boycott is a material breach of contract and will subject Contractor to monetary damages, including but not limited to, consequential and liquidated damages} 5. COMPLIANCE WITH FEDERAL AND STATE LAWS: Contractor understands and acknowledges the applicability of the American with Disabilities Act, the immigration Reform and Control Act of 1986 and the Drug Free Workplace Act of 1989 to the services performed under this Agreement. As required by A.R.S. § 1-4 01, Contractor hereby warrants its compliance with all federal immigration laws and regulations that relate to its employees and A.R.S. § 23-214(A). Contractor further warrants that after hiring an employee, Contractor will verify the employment eligibility of the employee through the E- 10 Verify program. If Contractor uses any subcontractors in performance o services, subcontractors shad warrant their compliance with all federal immigration laws and regulations that relate to itsemployees and A.R.S. § 2 - 214(A), and subcontractors shall further warrant that after hiring an employee, such subcontractor verifies the employment eligibility of the employee through the E-Verify program. A breach of this warranty shall be deemed a material breach of the Agreement that is subject to penalties up to and including termination of this Agreement. Contractor is subject to a penalty of$140 per stay for the first violation, $500 per day for the second violation, and $1,000 per day for the third violation. City at its option may terminate this Agreement after the third violation. Contractor shall not be deemed in material breach of this Agreement if Contractor and/or subcontractors establish compliance with the employment verification provisions of Sections 274A and 274E of the federal Immigration and Nationality Act and the E-Verify requirements contained in A.R.S. §23-214(A). City retains the legal right to inspect the papers of any Contractor or subcontractor employee who works under this Agreement to ensure that Contractor or subcontractor is complying with the warranty. Any inspection will be conducted after reasonable notice and at reasonable times. If state law is amended,the Parties may modify this paragraph consistent with state law. ____SIGNATURES TO BE ON FOLLOWING PAGES____ IN WITNESS WHEREOF the parties hereto have caused this Agreement to be signed by their duly authorized representative as of this day of .. 2022. CONTRACTOR. ROADWAY ELECTRIC LAC, an Arizona limited liability company y. ', Title: CITY: CITY OF APACHE JUNCTION, an Arizona municipal corporation By. Walt r"` hrp„1 it oln Title. Ma gr ATTEST: Jennifer Pena City Cleric APPROVED AS TO FORM: Richard J. Stern City Attorney STATE OF ,-f, ;. } ) s. COUNTY OF � ) The foregoing was subscribed and sworn to before me this ,. day of , 222, by . .,,., , as of Roa way Electric LLCt Nzitary Public My Commission Expires. y�DESORA HENDr-RSON 140TARY PUBLIC,STATE OF ARIZONA w Maw ,, COMMSM No,547158 p MY COMMISWO9 E € 07/02022 STATE OF ARIZONA } COUNTY OF PINAL ) The foregoing was subscribed and sworn before me this day of ,2f122, by Chip Wilson, as Mayor of the City of Apache Junction, Arizona, an Arizona municipal corporation. Notary Public My Commission Expires: 13 Exhibit A Amw mesa.az AGREEMENT PURSUANT TO SOLICITATION,_ CITY OF MESA AGREEMENT NUMBER 2022146 TRAFFIC SIGNAL MAINTENANCE SERVICES CITY OF MESA,Arizona("City") Department Name City of Mesa—Purchasing Division Mailing Address P.O. Box 1466 Mesa, AZ 85211-1466 Delivery Address 20 East Main St, Suite 450 Mesa AZ 85201 Attention Brandy Andersen, MPA, NIGP-CPP, CPPO, CPPB Procurement Supervisor E-Mail Phone (480) 644-6426 With a copy to: City of Mesa—Transportation- ITS Attn: Mike Fisher, ITS Operations Supervisor P.O. Box 1466 Mesa, AZ 85211-1466 Mike.Fisher@MesaAZ.gov AND ROADWAY ELECTRIC, LLC, ("Contractor") Mailing Address 2022 West Cheryl Drive Phoenix, AZ 85201 Remit to Address 8660 East Hartford Drive, Ste 305 Scottsdale, AZ 85255 Attention Loren Hale, Projects Manager E-Mail Ihale@roadwayelectric.com Phone 602-463-1704 Fax 602-943-8300 Page 1 of 41 Roadway Electric, LLC Contract#2022146 CITY OF MESA AGREEMENT PURSUANT TO SOLICITATION This Agreement pursuant to Solicitation ("Agreement") is entered into this 18t" day of April 2022, by and between the City of Mesa, Arizona, an Arizona municipal corporation ("City"), and Roadway Electric, LLC, a(n) Arizona company ("Contractor"). The City and Contractor are each a "Party" to the Agreement or together are "Parties"to the Agreement. RECITALS A. The City issued Solicitation number 2022146 ("Solicitation") for TRAFFIC SIGNAL MAINTENANCE SERVICES, to which Contractor provided a response ("Response"); and B. The City Selected Contractor's Response as being in the best interest of the City and wishes to engage Contractor in providing the services/materials described in the Solicitation and Response. In consideration of the reciprocal promises contained in the Agreement, and for other valuable and good consideration, which the Parties acknowledge the receipt and sufficiency of, the Parties agree to the following Terms & Conditions. TERMS & CONDITIONS 1. Term. This Agreement is for a term beginning on May 1, 2022 and ending on April 30, 2025. The use of the word "Term" in the Agreement includes the aforementioned period as well as any applicable extensions or renewals in accordance with this Section 1. 1.1 Renewals. On the mutual written agreement of the Parties, the Term may be renewed up to a maximum of two (2) years. Any renewal(s) will be a continuation of the same terms and conditions as in effect immediately before the expiration of the then-current term. 1.2 Extension for Procurement Processes. Upon the expiration of the Term of this Agreement, including any renewals permitted herein, at the City's sole discretion this Agreement may be extended on a month-to-month basis for a maximum of six (6) months to allow for the City's procurement processes in the selection of a vendor to provide the services/materials provided under this Agreement. The City will notify the Contractor in writing of its intent to extend the Agreement at least thirty (30) calendar days before the expiration of the Term. Any extension under this Subsection 1.2 will be a continuation of the same terms and conditions as in effect immediately before the expiration of the then-current term. 2. Scope of Work. The Contractor will provide the necessary staff, services, and associated resources to provide the City with the services, materials, and obligations attached to this Agreement as Exhibit A ("Scope of Work") Contractor will be responsible for all costs and expenses incurred by Contractor that are incident to the performance of the Scope of Work unless otherwise stated in Exhibit A. Contractor will supply all equipment and instrumentalities necessary to perform the Scope of Work. If set forth in Exhibit A, the City will provide Contractor's personnel with adequate workspace and such other related facilities as may be required by Contractor to carry out the Scope of Work. The Agreement is based on the Solicitation and Response which are hereby incorporated by reference into the Agreement as if written out and included herein. In addition to the requirements specifically set forth in the Scope of Work, the Parties acknowledge and agree that the Contractor shall perform in accordance with all terms, conditions, specifications, and other requirements set forth within the Solicitation and Response unless modified herein. 3. Orders. Orders are placed with the Contractor by either a: (i) Purchase Order when for a one-time purchase; (ii) Notice to Proceed, or (iii) Delivery Order off of a Master Agreement for Requirement Contract where multiple as-needed orders will be placed with the Contractor. The City may use the Internet to communicate with Contractor and to place orders as permitted under this Agreement Page 2 of 41 Roadway Electric, LLC Contract#2022146 4. Document Order of Precedence. |n the event of any inconsistency between thatemsufthebodyof the Agreement,the Exhibits,the Solicitation, and Response,the language of the documentswill control in the following order. a. Agreement b� Exhibits 1. Mesa Standard Terms & Conditions 2. Scope of Work 3. Other Exhibits not listed above n. Solicitation including any addenda d. Contractor Response 5. Payment. 5.1 General. Subject to the provisions of the Agreement. the City will pay Contractor the sum(s) described in Exhibit B ("Pricing')in consideration of Contractor's performance of the Scope of Work during the Term. 5.2 Prices. All pricing shall be firm for the Term and all extensions or renewals ofthe Term except where otherwise provided in this Agreement and include all costs of the Contractor providing the materials/service including tnannportotion, innunanno, and warranty costs. No fuel surcharges will bo accepted unless allowed in this Agreement. The City shall not beinvoiced ot prices higher than those stated in the Agreement. The Contractor further agrees that any reductions in the price of the materials or nurvioun covered by this Agreement will apply to the undelivered balance. The Contractor shall promptly notify the City of such price reductions. No price modifications will be accepted without proper request by the Contractor and response by the Cih/'o Purchasing Division. 5.3 . Any requests for reasonable price adjustments must be submitted in accordance with this Section 5.3. Requests for adjustment in the cost of labor and/or materials must be supported by appropriate documentation. There isno guarantee the City will accept o price adjustment therefore Contractor should be pvnponnd for the Pricing to be firm over the Term of the Agreement. The City in only willing to entertain price adjustments based on on increase to Contractor's actual expenses or other reasonable adjustments in providing the services/materials under the Agreement. If the City agrees to the adjusted price terms,the City shall issue written approval of the change. During the sixty (GO) day period before Contract expiration date of the Agreement. the Contractor may submit o written request to the City to allow an increase to the prices in on amount not to exceed the twelve (12) month change in the Consumer Price Index for AH Urban Consumers/{}P|'U>. US City Average,All Items, Not Seasonally Adjusted ospublished by the U.G. Department of Labor, Bureau of Labor Statistics \. The City shall review the request for adjustment and respond in writing; such response and approval shall not be unreasonably withheld. 54 Renewal and Extension Pricing. Any extension of the Agreement will beat the same pricing ao the initial Term. |f the Agreement ia renewed in accordance with Section 1. pricing may be adjusted for amounts other than inflation that represent actual costs tothe Contractor based on the mutual agreement of the parties. The Contractor may submit a request for a price adjustment along with appropriate supporting documentation demonstrating the cost hothe Contractor. Renewal prices shall be firm for the term of the renewal period and may be adjusted Page 3of41 Roadway Electric, LLC Contnant#2022148 thereafter os outlined in the previous section. There ksno guarantee the City will accept aprice adjustment. 5.5 Invoices. Payment will be made to Contractor following the City'o receipt of a properly completed invoice. No terms set forth in any invoioe, purchase onder, or similar document issued by Contractor will be deemed accepted by the City; the terms of the contractual relationship between the Parties are as set forth in this Agreement.Any issues regarding billing or invoicing must be directed to the City Department/Division requesting the service ormaterial from the Contractor. A properly completed invoice should nonbain, at a minimum, all of the following: o. Contractor name, oddnnon, and contact information; b. City billing information; n. City contract number on listed on the first page of the Agreement; d. Invoice number and date� . e. Payment terms; f. Date of service or delivery; g. Description of materials or services provided; h. |f materials provided, the quantity delivered and pricing of each unit; i Applicable Taxes; j. |f applicable, mileage or travel costs; and k. Total amount due. 5.0 Payment of Funds. Contractor acknowledges the City may, at its option and where available use o Credit Card/Procurement Card to make payment for orders under the Agreement with no additional oharge/fee. Otherwise, payment will be through a traditional method ofacheck. 5.7 Disallowed Costs, Overpayment. If at any time the City determines that a cost for which payment was made to Contractor is a disallowed cost, such as an overpayment or a charge for materials/service not in accordance with the Agreement,the City will notify Contractor in writing of the disallowance; such notice will state the means of correction which may be, but is not limited to, adjustment of any future claim/invoice submitted by Contractor in the amount of the disallowance, or to require repayment of the disallowed amount by Contractor. Contractor will bo provided with the opportunity tn respond to the notice. 0. Insurance. 6.1 Contractor must obtain and maintain at its expense throughout the term of Contractor's agreement, at a minimum, the types and amounts of insurance set forth in this Section 6 from insurance companies authorized hodu business in the State ofArizona; the insurance must cover the materia|o/aen/ioeto be provided by Contractor under the Agreement. For any insurance required under the Agnoement. Contractor will name the City of K4eom, its agenta, reprenantatives, officials, volunteers, officers, elected officials, and employees on additional insured, on evidenced by providing either on additional insured endorsement or proper insurance policy excerpts. 0.2 Nothing in this Section 8 limits Contractor's responsibility to the City. The insurance requirements herein are minimum requirements for the Agreement and in no vvoy limit any indemnity pnomine(o)oontained in the Agreement. 6.3 The City does not warrant the minimum limits contained herein are sufficient to protect Contractor and subcontractor(s) from liabilities that might arise out of performance under the Agreement by Contnantor, its agents, repnnsentobven, emp|nyeeo, or nuboontnaotor(s). Contractor is encouraged to purchase additional insurance as Contractor determines may be necessary. Page 4of41 Roadway Electric, LLC Contnant#2022148 6.4 Each insurance policy required under the Agreement must be in effect at or before the execution of the Agreement and remain in effect for the term of the Agreement. 6.5 Before the execution of the Agreement, Contractor will provide the City with a Certificate of Insurance (using an appropriate "ACORD" or equivalent certificate) signed by the issuer with applicable endorsements. The City reserves the right to request additional copies of any or all of the policies, endorsements, or notices relating thereto required under the Agreement. 6.6 When the City requires a Certificate of Insurance to be furnished, Contractor's insurance is primary of all other sources available. When the City is a certificate holder and/or an additional insured, Contractor agrees no policy will expire, be canceled,or be materially changed to affect the coverage available without advance written notice to the City. 6.7 The policies required by the Agreement must contain a waiver of transfer rights of recovery (waiver of subrogation) against the City, its agents, representatives, officials, volunteers, officers, elected officials, and employees for any claims arising out of the work of Contractor. 6.8 All insurance certificates and applicable endorsements are subject to review and approval by the City's Risk Management Division. 6.9 Types and Amounts of Insurance. Contractor must obtain and retain throughout the term of the Agreement, at a minimum, the following: 6.9.1 Worker's compensation insurance in accordance with the provisions of Arizona law. If Contractor operates with no employees, Contractor must provide the City with written proof Contractor has no employees. If employees are hired during the course of this Agreement, Contractor must procure worker's compensations in accordance with Arizona law. 6.9.2 The Contractor shall maintain at all times during the term of this contract, a minimum amount of $3 million per occurrence/$5 million aggregate Commercial General Liability insurance, including Contractual Liability. For General Liability insurance, the City of Mesa, their agents, officials, volunteers, officers, elected officials, or employees shall be named as additional insured, as evidenced by providing an additional insured endorsement. 6.9.3 Automobile liability, bodily injury, and property damage with a limit of$1 million per occurrence including owned, hired, and non-owned autos. 7. Requirements Contract. Contractor acknowledges and agrees the Agreement is a requirements contract; the Agreement does not guarantee any purchases will be made (minimum or maximum). Orders will only be placed when the City identifies a need and issues a purchase order or a written notice to proceed. The City reserves the right to cancel purchase orders or a notice to proceed within a reasonable period of time of issuance; any such cancellation will be in writing. Should a purchase order or notice to proceed be canceled, the City agrees to reimburse Contractor for any actual and documented costs incurred by Contractor. The City will not reimburse Contractor for any avoidable costs incurred after the receipt of cancellation including, but not limited to, lost profits, shipment of product, or performance of services. 8. Notices. All notices to be given pursuant to the Agreement will be delivered to the Contractor as listed on Page 1 of this Agreement. Notice will be delivered pursuant to the requirements set forth in the Mesa Standard Terms and Conditions that is attached to the Agreement as Exhibit C. Page 5 of 41 Roadway Electric, LLC Contract#2022146 9. Representations of Contractor. To the best of Contractor's knowledge, Contractor agrees that: a. Contractor has no obligations, legal or otherwise, inconsistent with the terms of the Agreement or with Contractor's undertaking of the relationship with the City; b. Performance of the services called for by the Agreement do not and will not violate any applicable law, rule, regulation, or any proprietary or other right of any third party; c. Contractor will not use in the performance of Contractor's responsibilities under the Agreement any proprietary information or trade secret of a former employer of its employees (other than City, if applicable); and d. Contractor has not entered into and will not enter into any agreement, whether oral or written, in conflict with the Agreement. 10. Mesa Standard Terms and Conditions. Exhibit C to the Agreement is the Mesa Standard Terms and Conditions as modified by the Parties,which are incorporated by reference into the Agreement as though fully set forth herein. In the event of any inconsistency between the terms of the Agreement and the Mesa Standard Terms and Conditions, the language of the Agreement will control. The Parties or a Party are referred to as a "party" or"parties" in the Mesa Standard Terms and Conditions. The Term is referred to as the"term"in the Mesa Standard Terms and Conditions. 11. Counterparts and Facsimile or Electronic Signatures. This Agreement may be executed in two (2)or more counterparts, each of which will be deemed an original and all of which, taken together, will constitute one agreement. A facsimile or other electronically delivered signature to the Agreement will be deemed an original and binding upon the Party against whom enforcement is sought. 12. Incorporation of Recitals and Exhibits. All Recitals and Exhibits to the Agreement are hereby incorporated by reference into the Agreement as if written out and included herein. In the event of any inconsistency between the terms of the body of the Agreement and the Exhibits, the language of the Agreement will control. Exhibits to this Agreement are the following: • (A) Scope of Work/Technical Specifications • (B) Pricing • (C) Mesa Standard Terms and Conditions • (D)Other 13. Attorneys' Fees. The prevailing Party in any litigation arising out of the Agreement will be entitled to the recovery of its reasonable attorney's fees, court costs, and other litigation-related costs and fees from the other Party. 14. Additional Acts. The Parties agree to execute promptly such other documents and to perform such other acts as may be reasonably necessary to carry out the purpose and intent of the Agreement. 15. Headings. The headings of the Agreement are for reference only and will not limit or define the meaning of any provision of the Agreement. Page 6 of 41 Roadway Electric, LLC Contract#2022146 By executing below, each Party acknowledges that it understands, approves, and accepts all of the terms of the Agreement and the attached exhibits. IN WITNESS WHEREOF, the parties have executed this Agreement as of the data first above written. CITY OF MESA,ARIZONA ROADWAY CONSTRUCTION, LLC. Digitally signed by Edward Quedens DN cn=Edward Quedens,o Ctiy of �w.rt Mesa,Arizona,ou=Business Services, By: ..�.. email=ed.quedens@mesaaz.gov, By; c—US ' Date:2022.04.1914:07:30-07'00' .,�^"" Adobe Acrobat version: 2022.001.20085 Charlton Hate Printed Name Printed Name Manager Title Title 3/28/2022 Late Date REVIEWED BY- By: /24/2022 Bandy Ander n MPA,;NI P-CPP, CI PO, C P Procurement Supervisor Page 7 of 41 Roadway Electric, LLC Contract#202214 EXHIBIT A SCOPE OFWORK 1 SCOPE OF WORK: This contract is for the maintenanoo, modifioaUon, and installation, of the Cih/'n Intelligent Transportation System (|TS)Traffic Signals and related ITS equipment. Work will be accomplished throughout the City on an as-needed, where-needed basis. Work will consist of but not be limited to: foundation instal lation/re mova 1, light and signal pole installation/removal, arm and head instal|ation/removal, trenohing, boring, conduit/wire/cable inabs||aUon/remova|, pull box/vault installation/removal,temporary traffic control, saw cutting, signal LED replacement,traffic loop installation, Fiber Optic installation, etc. The City will be utilizing the most current version of the Maricopa Association of Governments (MAG) Uniform Standard Specifications and Details for Public Works Construction ns for Public Works Construction SPECS FINAL,pdf?ver=2021-12-28-105706-627 and/or City of Mesa Standards and Specifications Ci of Mesa: Mesa Standard Details & Specificaflons . AD{}T Standard Specifications for Road and Bridge Construction . and Transportation Street Light Manual for inspection and quality assurance of all work performed under this agreement. Contractor will be responsible for ensuring all workmanship,equipment,and site preparation meets or exceeds these requirements. The authorized City Representative will inspect all phases ofwork and any unsatisfactory work or preparation will be redone at no additional cost to the City. The City Representative must give the Contractor approval prior to continuing to the next work site or project phase. The City will issue Notice to Proceed (NTP), upon contract award, listing the various locations that services will bo performed within the City. 2. Unit bid price will cover all items (other than those supplied bythe City) needed hu complete the described work including but not limited to: labor, tools, equipment, and incidental materials. Contractor will install all equipment and materials in accordance with the Qh/ of Mesa Standard Details referenced in this document. If specific standard detail is not referenced, it is understood that all work requested under this Agreement will always be completed in accordance with City ofMesa Standard Details which pertain to the particular work that is being completed. See Exhibits D and E for drawings. These Exhibits are also called out on the Pricing page. 3. Contractor will furnish all necessary |obor, tno|n, equipment, and supplies necessary to perform the required services at the designated City facilities. TheQh/'n authorized representative will decide all questions which may arise on to the quality and acceptability of work performed and as to the rate of progress of the work; all questions which may arise on to the interpretation of the plans and specifications; all questions on to the oonepbab|o fulfillment of the contract on the pad of the Contractor. If, in the opinion of the Cib/'s authorized nepreoentaUve, performance becomes unsatisfactory, the City will notify the Contractor. The Contractor will have seven (7) calendar days to correct any specific instances of unsatisfactory performance. In the event the unsatisfactory performance is not corrected within the time specified above,the City will have the immediate right to complete the work bo its satisfaction and will deduct the cost to cover from any balances due orto become due the Contractor. Repeated incidences of unsatisfactory performance may result in cancellation of the Agreement for default. Page 8of41 Roadway Electric, LLC Contnant#2022146 4. LICENSES AND PERMITS: Contractor will possess all valid certifications and/or licenses as required by federal, state, and local laws at the time of bid submittal and throughout the contract term. As required by the Arizona Registrar of Contractors, Contractors will be properly licensed before submitting bids. Contractor, at its expense, will obtain all permits required for performing work under this agreement. A dust control permit may be required by the Maricopa County Environmental Service Department. Contractor will be responsible for obtaining this permit, if necessary, and comply with its requirements. The Contractor will provide a copy of a dust control plan for work under this agreement, to the City Representative prior to beginning any work, if a permit is required. 5. BLUE STAKE: Contractor is responsible for calling in all its Blue Stake requests prior to any excavation and will comply with the Arizona Blue Stake Law. All necessary blue staking will be the Contractors' responsibility. Blue stake log numbers shall be supplied to the City Representative prior to the start of a project or phase or as otherwise directed. 6. EMPLOYEE CERTIFICATION/QUALIFICATIONS: The City requires at least one(1) International Municipal Signal Association (IMSA) Level I and one (1) Level II certified signal technician on site during all phases of any traffic signal work; however, it is acceptable for Contractor to have two (2) level 11's instead. Contractor will be responsible for providing verification of certification prior to beginning any work. If a job site is inspected and the City approved certified technicians are not on site, the job will be shut down. Employees will be active, qualified, full-time employees. They will not be"borrowed",temporary or contract employees employed for the sole purpose of satisfying the IMSA employee certification requirements. Contractor will submit to the ITS Operations contract specialist or his representative, a list containing names and qualified status of personnel that will be on the immediate job, site prior to the start of any construction. Any changes to this list will require immediate notification. 7. SUPPLY OF MATERIALS BY THE CITY: The City of Mesa ITS Group will supply specified materials as necessary to complete the work and the Contractor will utilize these materials that are detailed in the specifications contained herein. The City will supply: poles, anchor bolts, ", arms, signal heads, pushbutton assemblies, luminaries, mounts, wire, cable, fiber optic cable, conduit, conduit fittings, PVC cement, pull boxes,vaults, concrete,crushed pull box rock,service pedestals, control cabinets, cameras, video detection equipment, antennas, Opticom sensors, speedcrete, and framework mounting bolts. Materials supplied by the City will be used solely for performing work under this Agreement and the Contractor will not substitute different materials unless authorized by the Inspector. The City will not supply nor pay for, incidental materials, supplies and services such as perishables,sealants,duct seal, loop sealant, personal protective equipment,cold mix, "sono tube"and other concrete form material, etc. Contractor will include the cost for all incidental materials, supplies and services in the unit bid prices. Contractor will arrange for all supplies and material delivery and/or pickup and the ordering of sufficient materials for the assigned work. Contractor will be responsible for obtaining and providing a copy of all material tickets to the City Inspector if the Contractor picks materials up directly from a City supplier. All material tickets will be complete including description, quantity, receipt date and the Contractor signature. The City will designate the location for material pick-up and return. When material is returned such as signal/light poles, mast arms, signal heads and framework, these items will be determined for scrap or re-use.All hardware(nuts, bolts, rain caps,covers etc.)needs to be returned or Contractor will supply new hardware. The Contractor will be responsible for placing the signal/light pole, mast arm, signal heads or framework in the designated location. Signal Heads will be removed from all framework. Scrap items such as poles and arms shall be cut to no longer than twenty (20)foot in Page 9 of 41 Roadway Electric, LLC Contract#2022146 length and set into recycle containers located in designated locations at the East Mesa Service Center located at 6935 E. Decatur, Mesa, AZ 85207. 8. MATERIAL REQUESTS: Contractor material requests will be submitted a minimum of twenty-four (24)hours prior to material pick-up, unless circumstances dictate differently(larger material orders will require more time) and are agreed to by the City Inspector. Unless approved in advance by the City Inspector, the Contractor will pick up all materials between the hours of 7:00 AM and 8:30 AM or 3:00 PM to 4:00 PM Monday-Thursday, unless otherwise arranged with the Inspector. Materials will be picked up from either the City's west maintenance yard, the east maintenance yard, or the warehouse(s). Addresses are as follows: 6935 E. Decatur, Mesa, AZ 85207 and 300 E. 6t" St. Mesa, AZ 85201. All material will be counted and inspected jointly by the City Inspector and Contractor when pick-up is made. The City Inspector will strictly monitor material usage, and material usage by the Contractor will correspond to the work performed. Contractor will provide for secure storage of materials and equipment. No equipment or materials will be stored on City property unless prior approval has been received from the City Inspector. Loss or damage to materials after they have been issued will be the responsibility of the Contractor. Any loss, damaged or misuse of materials provided by the City to the Contractor will be replaced by the Contractor with the exact quantity and quality item at no cost to the City. Contractor access to City traffic signal offices and yards is strictly limited to the regular work hours of the ITS Operations Group and only with prior permission of Traffic Signal personnel. 9. WORK CREW SUPERVISION: Contractor will always provide qualified supervision of each crew while performing work under this contract. Each supervisor will be able to converse in the English language and will be authorized by the Contractor to accept and act upon all directives issued by the City. Failure of the supervisor to act on said directives will be sufficient cause to give notice that the Contractor is in default of the Contract unless such directives would create potential personal injury or safety hazards or are contrary to the intent of these specifications. Contractor will provide a cellular telephone for the supervisor and/or foreman. Contractor will be responsible for payment of all charges relating to its use. All communication equipment will be always kept in proper working condition. 10. SAFETY: Contractor's employees will use reasonable safety procedures while working on projects under this Agreement and follow all OSHA regulations. Reasonable safety procedures will include, but not be limited to the use of: safety hats, gloves, goggles, reflective vets, respirators, protective footwear, and a safety harness while working in an aerial lift. Contractor will adhere to all regulations, rules, ordinances, and standards set forth by Federal, State, County, and City of Mesa governments when providing these services. Contractor will be responsible for the training and instruction of all workers, employees and subcontractors on all required job safety standards and traffic safety. Upon request, Contractor will demonstrate to the City's satisfaction any programs, procedures and other activities used to ensure compliance. Contractor will notify the City, in writing, whenever any violation, citation or warning is received for noncompliance in any safety or health- related issue while providing services under this Agreement. 11. DESIGNATED PERSON: Contractor will employ a "designated" person who will be responsible for ensuring that all barricades, signs, warning lights, signals, and other traffic control devices are established and maintained in strict compliance with the City of Mesa Temporary Traffic Control Manual, the MUTCD, and the specifications contained herein. This designated person will have completed training and be certified in temporary traffic control by the American Traffic Safety Services Association (ATSSA) or the International Municipal Signal Association (IMSA). Proof of certification will be submitted prior to receiving Notice to Proceed and will be available at the worksite. Page 10 of 41 Roadway Electric, LLC Contract#2022146 The designated person will: • Maintain all barricading and traffic control devices in compliance with the Temporary Traffic Control Manual and the MUTCD and submit a daily (including weekends and holidays) report, in writing, to the City Inspector of maintenance activities the next workday. • Ensure that traffic signals within the project limits do not conflict with barricades and signs or give misleading indications to pedestrians and motorists. He/she will immediately bring conflicting conditions to the attention of the City Inspector. The City Inspector will coordinate with Mesa's Intelligent Transportation Systems (ITS)Group(480-644-2160)for any required changes to Mesa operated traffic signal sequencing, timing or outages. The designated person will make arrangements with any entity having ownership or responsibility of traffic signals that are not City owned or operated to ensure that there are no conflicts with barricades and signs and that signals do not provide misleading indications to pedestrians and motorists; • Ensure that Flaggers, when employed, are trained in accordance with O.S.H.A. regulation (29 CFR 1926.201 Signaling); and have completed training and are certified by a program that meets the training and certification standards of the National Safety Council Highway Flagger Training Program, the ATSSA Fagger program or an equivalent program that meets the same objectives, such as IMSA certification. Proof of certification will be submitted prior to the flagmen beginning work and will be available at the worksite; and, • Immediately respond to all callouts by the City Inspector, the stand-by City Inspector, the Traffic Barricade Coordinator, or Base Operations; cooperate with Police or Fire Department Investigators; and re-establish barricades and traffic control devices, as necessary, at no additional cost to the City. 12. STOP WORK: The City reserves the right to stop work under this Agreement at any time for reasons including, but not limited to: • Weather conditions become adverse • Environmental Protection Agency Particulate Matter("PM10")days • Work quality is not acceptable • Other conflicts in Contractor equipment or personnel cause delays in getting work completed • Work schedule/location conflicts with other City activities • Other conditions exist which, in the opinion of the city, could affect the safety or quality of work under this agreement • Improper barricading 13. ORDERING WORK AND WORK SCHEDULE: The City will notify the Contractor in writing when a set of plans specifying the installation area and work required. There are times when the written work request is sufficient. Contractor will follow this process for scheduling of work: • After receiving Notice to Proceed on a project for a specific work item, Contractor will acknowledge receipt of the work within forty-eight (48) hours. Contractor will schedule a project walk with the City's representative prior to beginning any work. This project walk is to occur within seven (7)days of receiving the Notice to Proceed. • Upon completion of the project walk and understanding of the work to be done, the Contractor will submit a proposed schedule of work to the City Inspector within forty-eight (48) hours of the project walk. • Work should start in the area no later than seven (7) days after the work schedule is approved by the City. In any case once the Notice to Proceed has been issued, Contractor will commence work within fourteen (14)days of the project walk and work continuously on a five (5) day work week schedule (Monday-Friday) until assigned work is complete. Any changes to the established schedule will have prior approval by the City Inspector/Project Manager. Work under this Contract will not be performed on days recognized as a legal Page 11 of 41 Roadway Electric, LLC Contract#2022146 holiday by the City or on weekends (Saturday and Sunday) unless pre-approved by the City Inspector/Project Manager. • The City reserves the right to change the priority of projects issued based on urgency of projects that arise. The City will make every effort to work with the Contractor when this occurs, but it will be expected that the Contractor be accommodating. 14. WORK AREA AND JOB SITE SAFETY: Contractor will clean up the work area and maintain a safe work site during and after construction, until accepted by the City,and will do all work and pay all cost incidental thereto. Contractor will, upon completion of the work, remove temporary construction facilities, debris, and unused materials provided for in the work, and put the work site of the work and public right-of-way in a neat and clean condition. No special payment will be made for this item and is to be included in the unit bid price(s). Contractor will restore any damaged City property or private property (including but not limited to landscaping and irrigation systems) to its original condition as determined by the City Inspector. Contractor will adequately barricade and secure all trenches, bore pits, foundations and any other work area hazard. No dirt from a trench or pit excavation will be placed on the roadway, shoulders or sidewalks. All equipment and stockpiled dirt will meet the safety clear zones distances or have adequate barricades and warning devices to protect the traveling public. Topsoil and/or granite will be kept separate from the other excavation material and replaced accordingly. All pits and trenches will be kept dry and free from standing water. If any trenches and/or pits are left open for extended periods of time without a continuous progression of work, Contractor may be required to backfill the trenches and/or pits. Upon request of the City Inspector, all pits, trenches, and utility potholes within roadways will be steel-plated at the Contractor's expense. Silt from saw cutting operations will be cleaned or flushed from the roadway as to leave the roadway clean,all striping will be visible and safe for motorists. All newly poured traffic signal foundations will be protected with a Type I or II barricade with light. Excess or unsuitable material, including broken asphaltic concrete, Portland cement concrete, and soil excavated will be removed from the project and disposed of by the Contractor. Contractor will always keep the premises free from accumulation of waste materials or rubbish caused by its operations. At the completion of the work, Contractor will remove all equipment,tools, and surplus materials, and will completely clean the premises, leaving it in a safe condition for workers and/or the public at the end of each workday. Contractor will remove and dispose of all debris and rubbish, and clean all stains, spots, marks, dirt, smears, etc. When work premises are turned over to the City, they will be thoroughly clean and ready for immediate use, eliminating any possible safety hazards. The Contractor will provide for the legal disposal of all waste products, debris, etc. and will make necessary arrangements for such disposal and all associated costs will be included in the unit bid prices. Contractor will be responsible for providing and for the placement of barricade, tarps, plastic, flag tape and any other safety/traffic control equipment, within their worksites, required to protect its employees, the public, surrounding areas, equipment, and vehicles. Contractor will notify the City, in writing, whenever any violation, citation or warning is received for noncompliance in any safety or health-related issue while providing services under this Agreement. 15. INSPECTIONS: Contractor will request an inspection of the layout or work schedule by the City Inspector. Inspection requests will be submitted twenty-four (24) hours in advance unless circumstances dictate differently and are agreed to by the Inspector. Typical examples include but are not limited to: • Trench and Conduit inspection • Pre-Pull Box Installation Page 12 of 41 Roadway Electric, LLC Contract#2022146 • Foundation Inspections prior to concrete placement • Oversee concrete placement • Pole drilling layout inspection • Mandrelling of communications conduits • Final inspection by the City Inspector • City Inspector approves the installation or identifies any corrective action required by the Contractor. • Contractor completes any corrective work, receives final inspection from the City. 16. TRAFFIC CONTROL AND BARRICADES: Contractor will be responsible for complying with the current City of Mesa Temporary Traffic Control Manual and the current Uniform Traffic Control Devices (MUTCD) Manual. All signs, cones, traffic control devices, and equipment necessary for the control of traffic will be furnished by the Contractor in accordance with the City of Mesa Traffic Barricade Manual and the MUTCD. All traffic control devices must be compliant with the AASHTO Manual for Assessing Safety Hardware "MASH". Traffic control devices already certified under the National Cooperative Highway Research Program (NCHRP) Report 350, are accepted. 17. TEMPORARY TRAFFIC CONTROL (TTC) PERMIT: Contractor will obtain a Temporary Traffic Control (TTC) Permit from the City Transportation Department prior to restricting or closing any street, sidewalk, pedestrian pathway or alley within the City. Individual approval is needed for each unique traffic control configuration. This can be done with multiple Traffic Control Permits or with one (1) permit under which multiple configurations are defined and approved. A schedule of all work locations must be provided one (1) week in advance for review and approved by TTC Staff. There is no fee for Temporary Traffic Control Permits for this project. Traffic restrictions less than sixty (60) minutes are considered incidental. Only restrictions more than sixty (60) minutes will be paid according to Temporary Traffic Control line items. Contractor will submit a traffic control plan for review for all projects allowed to have traffic restrictions,showing placement of all traffic control devices,and proposed temporary striping during all phases of construction, including all conflicting signs to be covered/removed or relocated, or other features that may conflict with the placement of temporary signage. This plan will be professionally drawn and will be submitted to the City (through the standard Shop Drawing submittal process) no later than fourteen (14) calendar days prior to the Notice to Proceed and fourteen (14)calendar days prior to proposed changes thereto. 18. CITIZEN NOTIFICATION, COMPLAINTS OR CONCERNS: Contractor will notify all residents, apartment managers and businesses by handbill forty-eight (48) to seventy-two (72) hours in advance of any street restriction that will affect access to their property or place of business. The handbill will include the month (non-numeric), dates expected for the restrictions and the City's project inspector's office phone number. Contractor will leave a notice at the residence immediately adjacent to the assigned construction or repair. This notice will explain the Contract work being performed for the City and that any complaints should be directed to the Contractor. If the Contractor is unable to resolve the problem, the citizen should be referred to the City Inspector. Contractor will respond to all Customers/Citizen calls or complaints resulting directly or indirectly from this project within two (2) hours of receipt and shall resolve any issue within forty-eight (48) hours. The cost for Citizen Notification and responding to customer concerns and complaints will be done at no additional cost to the City. Page 13 of 41 Roadway Electric, LLC Contract#2022146 19. ADVANCE PUBLIC NOTICE: Unless an alternative is approved in the TTC permit,advance notice to the public via Portable Changeable Message Signs (PCMS) will be required for the following situations with the indicated minimum duration of advance notice shown: • Full street closure— Minimum of ten (10)full calendar day's advance notice. • Peak hour reduction in through lanes on arterial and/or collector streets—Minimum of five (5)full calendar day's advance notice. • Left-turn prohibitions at signalized intersections of arterial and/or collector streets — Minimum of five (5)full calendar day's advance notice. Advance notice via PCMS may be required in other situations as determined solely by the City. The PCMS's will be placed at both ends of the project and at adjoining arterial and collector roadways. Unless otherwise determined by the City, the PCMS's will be removed forty-eight (48) hours after the indicated traffic restrictions have commenced. Use of static signs for advance notice may be feasible in limited situations. Use of static signs will be approved in advance in the TTC permit. 20. RESTRICTIONS AND CLOSURES—GENERAL: Any equipment and material not actively being used to prosecute the work will not be stored in the right-of-way unless otherwise approved by the City Inspector. Roadway and sidewalk restrictions and closures are limited to construction activities and will not be permitted for the purpose of staging or storing equipment or debris. Restrictions and closures are permitted when necessary,considering impact to the traveling public, safety and efficiency. Restrictions will not be in place when work activities are not being performed. Restrictions will not be left in place simply for the convenience or to avoid the need to remove barricades at the end of the work shift and reset them the following day. Restrictions will not be left solely in place to accommodate storage equipment, supplies, debris, etc. Excavations will be covered with steel plates or backfilled and the lanes opened to traffic at the end of the workday unless it is not feasible to do, as determined solely by the City. No flagging of traffic will be permitted on arterial or mid-section collector streets unless approved by the TTC Permit. Unless otherwise specified in the "Special Traffic Regulations" subsection below, the following general requirements from the Traffic Barricade Manual shall apply: • Traffic restrictions will not be permitted on Major/Collector streets during the peak traffic hours of 6:30 am to 8:30 am and 4:00 pm to 6:00 pm weekdays. • During off-peak hours, the following number of through lanes will be kept open to traffic. • If more than four(4) lanes exist—four(4) lanes (two (2) lanes each way)will remain open to traffic. • If four (4) or fewer lanes exist—two (2) lanes (one (1) lane each way)will remain open to traffic. • On one-way streets—One (1) lane will remain open. The restrictions discussed in this section will be used only for the active execution of the work and restrictions will not be in place unless necessary to execute the work. 21. SPECIAL TRAFFIC REGULATIONS: Unless otherwise determined by the City, traffic lane restrictions for the Job Order will comply with the specific criteria outlined in the JOB order. If the requirements of this"Special Traffic Regulations"subsection conflict with the requirements of the "Restrictions and Closures-General" subsection, the provisions of the "Special Traffic Regulations"subsection will govern. Page 14 of 41 Roadway Electric, LLC Contract#2022146 22. LOCAL ACCESS REQUIREMENTS: Contractor will maintain local access to all properties on all side streets, access roads, driveways, alleys, and parking lots at all times unless otherwise approved by the City Inspector and will notify the residents a minimum of twenty-four(24) hours in advance of any restrictions which will affect their access.When local access cannot be maintained, Contractor will provide satisfactory justification to the City Inspector. Contractor will be responsible for notifying the affected property owner, resident, or tenant a minimum of seventy-two (72) hours in advance when local access cannot be maintained. The reasons for the restricted access will be explained to the affected person(s). Alternative access procedures will also be explained. The Contractor will restore full access as soon as possible or as determined by the City Inspector. Area traffic circulation will be maintained when any local street restrictions are imposed. Local access will be maintained at all times on frontage roads. Frontage roads will be used for through traffic, equipment parking, material storage, or spoil stockpile area. Frontage roads will follow the same notification requirements as described above. 23. VERTICAL PAVEMENT DROPS: Vertical pavement drops occur along edges of milled areas. Vertical drops will not exceed one (1) inch at driveways, street intersections, between adjacent traffic lanes including turning lanes, and other locations where traffic will drive over the drops, except at single family driveways on local streets where the vertical drop will not exceed one-and- one-quarter (1.25) inch. Before traffic is allowed in these areas, asphalt ramps will be installed at any such vertical drop to provide an acceptable riding surface suitable for all vehicles, including passenger cars,trucks, motorcycles, and bicycles. At driveways,the ramps will be in place across the entire width of the driveways, including the wings. At intersections of driveways with radius type returns, the ramps will be in place for the entire distance between radius points. 24. BUSINESS ACCESS REQUIREMENTS: Access will always be maintained to adjacent businesses in a manner acceptable to the City Inspector. Business Access signs may be required depending on the type of roadway restrictions used to facilitate work. Any business access restrictions will be coordinated with the affected business, in writing, at least forty-eight (48) hours prior but not earlier than one (1)week prior to imposing restrictions unless otherwise approved by the City Inspector. 25. FIRE, POLICE, HOSPITAL, PARKS AND CHURCH ACCESS REQUIREMENTS: Access to fire stations, police stations, hospitals, City parks and churches will always be maintained unless otherwise approved by the City Inspector. When access restrictions are necessary, Contractor will notify and coordinate such access restrictions with the responsible person in charge of the hospitals, churches, and City parks and will restore access as soon as possible or as directed by the City Inspector. Contractor will always maintain the emergency entrance to all hospitals by way of a paved lane for emergency vehicles for the duration of the project. The contact information for these is as follows: Fire Station access: Mesa Fire Department(480-644-3388 or 480-644-2405) Police Station access: Mesa Police Department(480-644-2211 or 480-644-4054) Hospital access: Hospital Administrators City Parks access: Mesa Parks Supervisors (east of Gilbert Road call 480-644-3238; west of Gilbert Road call 480-644-3097) Church access: Church clergy 26. PEDESTRIAN ACCESS REGULATIONS — GENERAL: Contractor will ensure that all sidewalks on this project remain open and safely usable at all times or will provide alternative pedestrian access per the Traffic Barricade Manual, Americans with Disabilities Act (ADA) and the MUTCD. When pedestrian routes need to be temporarily relocated, the relocated routes will be maintained on the same side of the street as the original route, unless otherwise approved in the TTC Permit. If a traffic lane on a major street is used for a temporary pedestrian route, pedestrians will be separate from traffic. This separation will be accomplished by temporary traffic barriers or longitudinal channelizing barricades unless an alternate method is approved in the Temporary Traffic Control Permit. See Exhibit F for Pedestrian Spotter Assistance Guidelines. Page 15 of 41 Roadway Electric, LLC Contract#2022146 27. Contractor will maintain all existing transit stop locations per the Traffic Barricade Manual nr provide alternate transit stop |nnoUnnn as required by the TTC. Contractor will notify the City Transit Coordinator (480-644-4131) through the City Inspector, at least seven (7)days prior to any bus stops relocations or access restrictions. When construction activities require that transit services are rerouted, detounad, or when multiple stop locations on the same route are affeoted, a notification will be submitted to the City Transit Coordinator fourteen (14)calendar days prior to the change in service of the route. The Contractor will be responsible for posting route modification information at the individual stop locations seven (7)days in advance of the beginning of the detour. A template of the route modification notice may be obtained from the City of Mono Transit Coordinator. The Contractor will be nnnpnnaib|o for removing all route modification notices once the route has been restored to normal operations or isno longer needed. Construction activities affecting public transit will be coordinated with Valley K8etnoRPTA. 28. Contractor will provide safe school zonea, oronovvo|ko and vva|kvvayn for students attending nearby schools during all hours of school unless otherwise approved in the TTC Permit. If an existing school bun route is impacted by the Project, the Contractor will notify the school Principal and the school Transportation Director at least seven (7) calendar days prior bo the work. The Contractor will restore unrestricted access aa soon aopossible orondirected by the City Inspector. 29. When special events are scheduled hu take place within or adjacent to the project during the construction of the project, the Contractor will coordinate and schedule his work to mitigate any impact to the event at no additional cost to the City. 30. Contractor will ensure sanitation pick-up ionot affected by relocating trash oonbainera, or by providing alternate measures acceptable to the Environmental Management and Suotainabilih/ Department(480-844-2221). 31. Contractor will be responsible for maintaining the necessary traffic control devices until the area where treatment has been applied has been re-striped and re-signed. Coordination of re-striping and re-signing will be handled by the City Inspector. Contractor,through the City Inspector,will notify the Transportation Department (480-044-2100) at least seven (7) days prior to the time the pnadvvey signing and striping is scheduled. No additional payment will be made to the Contractor for this coordination. Unless otherwise specified on the plans orin these specifications, no'ntripingand re-signing will be the responsibility of Contractor and the cont thereof included in appropriate bid items on the bid schedule. 32. There may be occasions when the City needs work to begin immediate|yvvithinbwenh/4bur(24) hnune(uhortnoUoe)oftheContraotorbeingnotified. Examples of this would be catastrophic damage from natural causes,vehicle damage,including but not limited to damage tn ITS po|os, arms, heads & related infrastructure. Contractor is to provide the City with a twenty-four(24) emergency contact phone number that will be staffed at all times when the Contractor in performing work under this Agreement. TTC staff should be notified when emergency mobilization will require roadway restrictions bo facilitate the work. 33. Contractor will coordinate and schedule work with other contractors in the vicinity to avoid conflioto, ensure compatibility of traffic oontpo|n, avoid duplication of signing, and minimize disruption. Page 1Sof41 Roadway Electric, LLC Contnaot#2022148 34. MISCELLANEOUS LABOR: Miscellaneous labor may be used if deemed necessary to cover anticipated tasks or situations only with prior arrangements and agreements with Contractor and City Inspector. 35. WARRANTY: The Contractor will guarantee all workmanship for a period of one (1)year from the date of acceptance by the City Inspector. 36. WORKMANSHIP: Where not more specifically described in any of the various sections of these specifications, workmanship will conform to all the methods of operations of best standards and accepted practices of the trade or trades involved, and will include all items of fabrication, construction or installation regularly furnished or required for completion of the services. All work will be executed by personnel skilled in their respective lines of work. 37. PERFORMANCE INTERFERENCE: Contractor will notify the department contact immediately of any occurrence and/or condition interfering with the full performance of the contract and confirm in writing within twenty-four(24) hours. 38. PAYMENT: Except as otherwise noted within this section, barricades, traffic control devices, salaries, and other work or materials required to perform work under this Agreement are non-pay items. Per MAG Section 101, a non-pay item is an item of work for which no separate payment will be made, the cost of which is to be included as an incidental cost for associated item(s) included on the Pricing Sheet. 39. INVOICES: All work performed by the Contractor will be inspected and approved by the City Inspector prior to processing any pay request. Payment will be based on unit price bid and total quantity of each bid item satisfactorily completed and/or measured jointly by the City Inspector and the Contractor (to the nearest whole unit using conventional rounding methods). Any questions relating to measurements or quantities will be resolved prior to invoice submittal. All efforts will be made by the City to make payment for approved work within thirty(30)business days after invoices are submitted to accounting. Invoice processing will commence upon project completion and will follow the process below: Contractor's field representative and City's field representative will walk the project within three (3) business days of project completion and agree to the quantities. The City will then issue an Authorization to Invoice (ATI)which will list quantities, descriptions, and contract pricing. The Contractor will review the ATI against the field walk quantities. If there is any discrepancy, the Contractor will contact the City's field Representative to resolve and ask to reissue the ATI with the adjusted quantities. If the ATI is accurate, the Contractor will submit their invoice and the ATI with project name and Master Agreement number to the City within three (3) business days to request payment. Unit prices for each bid item will include all labor, equipment, clean up, loading, hauling, citizen notifications, disposal, hand tools, surcharges, miscellaneous equipment or activities necessary as well as barricading costs that is required to complete the work under this Agreement. 40. TERM: This Solicitation is for awarding a firm, fixed price purchasing contract to cover a three (3) year term. 41. RENEWALS: On the mutual written agreement of the Parties, the Term may be renewed up to a maximum of two(2)years. Any renewal(s)will be a continuation of the same terms and conditions as in effect immediately before the expiration of the then-current term. Page 17 of 41 Roadway Electric, LLC Contract#2022146 42. EXTENSIONS: Upon the expiration of the Term of the Agreement, including any renewals permitted herein, at the City's sole discretion the Agreement may be extended for a maximum of six(6)months to allow for the City's procurement processes in the selection of a vendor to provide the services/materials under this Agreement. The City intends to notify the Contractor in writing of its desire to extend the Agreement at least thirty (30) calendar days before the expiration of the Term. Any extension will be a continuation of the same terms and conditions as in effect immediately before the expiration of the then-current term. 43. PRICING: a. Prices. All pricing shall be firm for the Term and all extensions or renewals of the Term except where otherwise provided in this Agreement and include all costs of the Contractor providing the materials/service including transportation, insurance,and warranty costs. No fuel surcharges will be accepted unless allowed in this Agreement. The City shall not be invoiced at prices higher than those stated in the Agreement. The Contractor further agrees that any reductions in the price of the materials or services covered by this Agreement will apply to the undelivered balance. The Contractor shall promptly notify the City of such price reductions. No price modifications will be accepted without proper request by the Contractor and response by the City's Purchasing Division. b. Price Adiustment. Any requests for reasonable price adjustments must be submitted in accordance with this section. Requests for adjustment in the cost of labor and/or materials must be supported by appropriate documentation. There is no guarantee the City will accept a price adjustment therefore Contractor should be prepared for the Pricing to be firm over the Term of the Agreement. The City is only willing to entertain price adjustments based on an increase to Contractor's actual expenses or other reasonable adjustments in providing the services/materials under the Agreement. If the City agrees to the adjusted price terms, the City shall issue written approval of the change. During the sixty (60) day period before Contract expiration date of the Agreement, the Contractor may submit a written request to the City to allow an increase to the prices in an amount not to exceed the twelve (12)month change in the Consumer Price Index for All Urban Consumers (CPI-U), US City Average, All Items, Not Seasonally Adjusted as published by the U.S. Department of Labor, Bureau of Labor Statistics (hgg,//www.bls,qov/cpi/home.htm). The City shall review the request for adjustment and respond in writing; such response and approval shall not be unreasonably withheld. c. Renewal and Extension Pricing. Any extension of the Agreement will be at the same pricing as the initial Term. If the Agreement is renewed in accordance with Section 6, pricing may be adjusted for amounts other than inflation that represent actual costs to the Contractor based on the mutual agreement of the parties. The Contractor may submit a request for a price adjustment along with appropriate supporting documentation demonstrating the cost to the Contractor. Renewal prices shall be firm for the term of the renewal period and may be adjusted thereafter as outlined in the previous section. There is no guarantee the City will accept a price adjustment. 44. TYPES AND AMOUNTS OF INSURANCE: Insurance requirements are detailed in the Agreement document. Contractor must obtain and retain throughout the term of the Agreement,at a minimum, the following: a. Worker's compensation insurance in accordance with the provisions of Arizona law. If Contractor operates with no employees,Contractor must provide the City with written proof Page 18 of 41 Roadway Electric, LLC Contract#2022146 Contractor has noemployees. |f employees are hired during the course of this Agreement, Contractor must procure worker's compensations in accordance with Arizona law. b. The Contractor shall maintain at all times during the term of this oontnaot, a minimum amount of $3 million per000urrunoe/$S million aggregate Commercial General Liability insurance,including Contractual Liability. For General Liability insurance,the City of Mesa, their agents, of5oia|o, vo|unheene, offioera, elected ofhoia|a, or employees shall be named as additional insured, as evidenced by providing an additional insured endorsement. n. Automobile liability, bodily injury' and property damage with e limit of $1 million per occurrence including owned, hired, and non-owned autos. Before the execution of the Contract, the Contractor nhoU provide the City with o Certificate of Insurance(using appropriate ACORD certificate)SIGNED by the Issuer, applicable endorsements, and the City reserves the right to request additional nnpion of any or all of the above po|inion, endorsements, or notices relating thereto. When the City requires a Certificate of Insurance to be furnished, the Contractor's insurance shall be primary of all other sources available. When the City is a certificate holder, the Contractor agrees that no policy shall oxpire, be oonoo|od, or materially changed to affect the coverage available without advance written notice tn the City. "Waiver pfSubnm0otipn^. The policies required by this agreement (or contract) shall contain o waiver of transfer rights of recovery (subrogation) against the Qh/, its agonte, repreaontativeo, directors,elected officials, officers,employees,and volunteers for any claims arising out of the work of Contractor." All insurance certificates and applicable endorsements are subject to review and approval by the Cih/'o Risk Manager. Page 19of41 Roadway Electric, LLC Contnaot#2022146 ADDENDUM 1 -PRICING Pursuant to al Ithe contract specifications enumerated and described in this Solicitation,Respondent agrees to furnish Traffic Signal Maintenance Services to the City of Mesa at the price(s)stated below. Contractor shall supply all necessary items and services required to complete the work described in the specifications contained herein,which includes but is not limited to labor,tools,equipment,permits,and incidental materials. All work shall be accomplished in accordance with the City of Mesa standards and these specifications. Bidders must bid on ALL items in order to be considered responsive. Section 1: Trenching,Boring and Conduit Unit of Estimated Item No. Description Unit Price Measure Annual Total Price uantit Machine trench 36"deep,extend or install up to 3"PVC 1 conduit,backfill and machine tamp(includes multiple $ 31.00 LF 700 $ 21,700.00 -conduits in same trench) Machine trench 48"deep,extend or install up to 3"PVC 2 conduit,backfill and machine tamp(includes multiple $ 32.25 LF 600 $ 19,350.00 conduits in same trench) Hand trench 36"deep,extend or install up to 3"PVC 3 conduit,backfill and machine tamp(includes multiple $ 45.00 LF 1,200 $ 54,000.00 conduits in same trench) Hand trench 48"deep,extend or install up to 3"PVC 4 conduit,backfill and machine tamp(includes multiple $ 47.00 LF 200 $ 9,400.00 conduits in same trench) Machine trench 48"deep,extend or install 4-2"Quad 5 Duct(with V locating duct)PVC conduits,backfill and $ 47.00 LF 100 $ 4,700.00 machine tamp(M-66 Series:e.g,M-66.07,1,M-66.07.2, M-66.07.3,M-66.07.4,M-66.07.5 and M-90 Series) Hand trench 48"deep,extend or install 4-2"Quad Duct 6 (with 1"locating duct)PVC conduits,backfill and $ 51.00 LF 50 $ 2,550,00 machine tamp(M-66 Series:e.g,M-66.07,1,M-66.07.2, M-66.07.3,M-66.07.4,M-66.07.5 and M-90 Series) 7 Guided Bore and install up to 3-inch conduit,36"to 48" $ 45.00 LF 1,500 $ 67,500.00 deep,(including boring pit if necessary) 8 Price for each additional conduit installed during the $ 5.25 LF 750 $ 3,937.50 same bore in item 7 above Guided Bore and install 4-2"Quad Duct conduits(with 1" 9 locating duct)(M-66 Series:e.g.M-66.07.1,M-66.07.2, $ 56.50 LF 1,000 $ 56,500.00 M-66W.3,M-66,07A,M-66.07.5 and M-90 Series) Guided bore and install 4x18mm bundled micro-duct.(M- 10 66 Series: e.g.M-66.08.2,M-66.08.3,M-66.08.4 and M- $ 45.00 LF 1,000 $ 45,000.00 90 Series) Install wire(s)and cable(s) (IMSA 19-1 Signal cables and other wires)includes all terminations and splicing in 11 pull boxes,mounts,etc.)Payment for install is based $ 475 LF 20,000 $ 95,000.00 upon the distance from point to point regardless of the ,quantaties of individual wires 12 Remove mutiple wires and cables in one conduit $ 275 LF 8,000 $ 22,000.00 Proof existing conduit(mandrel)then install Fiber Optic 13 Cable and 1-#12-locator wire. Fiber optic cable shall be $ 100 LF 4,000 $ 12,000.00 tested with an OTDR before and after installation Total for Items:1-:13-�$ 413,637.50 Page 20 of 41 Roadway Electric,LLC Contract#2022146 ROADWAY 22 Section 2: Pull Boxes and Vaults Unit of Estimated Item No. Description Unit Price Measure Annual Total Price I I I I Quantity 1 1 14 Install pull box or replace existing pull box:#5 1/2(M- $ 550.00 EA 10 $ 5,500.00 93.01 15 Install pull box or replace existing pull box:#7(M-93.01) $ 700.00 EA 30 $ 21,000.00 16 Install pull box or replace existing pull box:#8(M-9101) $ 825.00 EA 15 $ 12,375.00 Install pull box or replace existing pull box:#9(24" 17 deep)(M-93.01,M-66 Series:e.g.M-66.07.1,M- $ 1,000.00 EA 5 $ 5,000.00 66,07.2,M-66.07.3,M-66,07.4,M-66,07.5,M-66.08.1,M- 66.08.2,M-66.08.3,M-66-.08.4 Install pull box or replace existing pull box:#9 Box(48" 18 deep)(M-93,01,M-66 Series:e.g.M-66.07.1,M- $ 1,450.00 EA 5 $ 7,250,00 66.07.2,M-66.07.3,M-66.07.4,M-66.07.5,M-66.08.1,M- 166,08.2,M-66.08.3,M-66-.08.4 Install vault or replace existing vault or pull box,4!x4'x4!, 19 in dirt or landscaped area(M-66 Series:e.g.M-66.01 $ 1,500.00 EA 1 $ 1,500.00 throw M-66.08.1 Install vault or replace existing vault or pull box,4'x4'x4', 20 in asphalt(M-66 Series:e.g.M-66.01 through M- $ 2,200.00 EA 1 $ 2,200.00 66.08.4� 21 Remove pull box,backfill and machine tamp:#3 1/2 or $ 225.00 EA 1 225.00 #5 1/2 22 Remove pull box,backfill and machine tamp:#7 or#8 $ 375.00 EA 1 $ 375.00 23 Re move pull box,backfill and machine tamp:#9(24" $ 775.00 EA 1 $ 775.00 deep) 24 Re move pull box,backfill and machine tamp:#9(48" $ 950,00 EA 1 $ 950,00 deep) Remove existing vault or pull box,4'x4'x4',in dirt or 25 landscaped area(M-66 Series:e.g.M-66.01 through M- $ 1,300.00 EA 1 $ 1,300,00 66.08.4 26 Remove existing vault or pull box,4WW',in asphalt(M_ $ 2,400,00 EA 1 $ 2,400.00 166 Series:ea M-66.01 throw M-66.081 Total for Items 14-26:1$ 60,850.00 Section 3: Foundations Unit of Estimated Item No. Description Unit Price Measure Annual Total Price Quantity 27 Install Pedestrian Push Button("PPB")or Bicycle Push $ 1,095.00 EA 50 $ 54,750.00 Button("BPB")Pole Foundation 10-94.01� 28 Install"A"Pole Foundation(M94.03) $ 1,225.00 EA 40 $ 49,000.00 Install"J",K",-7,7-or -11 F'pole Foundation(lvl- 29 94.05,M-94.06) $ 1,525.00 EA 30 $ 45,750A0 30 Install"L"or"S"Pole Foundation(M-94.05,M-94.06) $ 2,350.00 EA 2 $ 4,700.00 31 Install 2'x 5'Streetlight Foundation(F-106,includes $ 1,495.00 EA 1 $ 1,495.00 foundation ca SL-74.01 32 Install 2'x 6'Streetlight Foundation(F-104,includes $ 1,495.00 EA 1 $ 1,495,00 -foundation caE,�SL-74.03� — 33 Install 3'x 6'Streetlight Foundation(F-103,includes $ 1,500.00 EA 1 $ 1,500.00 foundation ca SL-74.03� 34 Install 3'x 8'Streetlight Foundation(F-101,includes $ 1,540.00 EA 1 $ 1,540.00 foundation caE,�SL-74.03� 35 Install Traffic Signal Cabinet Type V Foundation and $ 1,275.00 EA 10 $ 12,750.00 Lorch slab M 92.01 36 Install Traffic Signal Cabinet ATC Cabinet Foundation $ 1,275.00 EA 10 $ 12,750,00 land porch slab.See Exhibit 2 37 Install Traffic Signal Service Pedestal Foundation(M- $ 1,000.00 EA 15 $ 15,000.00 91.01 &91.02� 38 Install Traffic Signal UPS Pedestal Foundation(M-92,02) $ 1,000.00 EA 5 $ 5,000.00 ij39 Remove"A",Pedestrian Push Botton("PPB")or bicycle $ 1,200.00 EA 10 $ 12,000.00 push button("BPB")Pole Foundation(M-94-.01) Remove"E"or"F"Pole Foundation $ 1,800.00 EA 10 $ 18,000.00 Page 21 of 41 Roadway Electric,LLC Contract#2022146 ROADWAY Ar 33 Section 3: Foundations Unit of Estimated Item No. Description Unit Price Measure Annual Total Price ni 41 Remove"J","K,""0"or"R"Pole Foundation(M-94.05, $ 2,450.00 EA 10 $ 24,500.00 94.06) 42 Remove"L","S"Pole Foundation(M-94.05,94.06) $ 3,750.00 EA 1 $ 3,750.00 43 Remove Zx 5'Streelight Foundation(F-106,includes $ 1,800.00 EA 1 $ 1,800.00 foundation ca2,�SL-74.031 44 Remove Zx 6'Streelight Foundation(F-104,includes $ 1,975.00 EA 1 $ 1,975.00 foundation ca SL-74,03) 45 Remove Tx 6'Streelight Foundation(F-103,includes $ 2,100,00 EA 1 $ 2,100.00 foundation ca2,�SL-74.031 46 Remove Tx 8'Streelight Foundation(F-101,includes $ 2,350.00 EA 1 $ 2,350.00 foundation ca SL-74.03� 47 Remove Traffic Signal Cabinet Type V or ATCC $ 2,025.00 EA 5 $ 10,125.00 Foundation-�M-92.0 11-and porch slab 48 Remove Traffic Signal Service Pedestal Foundation(M- $ 1,200.00 EA 1 $ 1,200.00 911,02� 49 Remove Traffic Signal UPS Pedestal Foundation(M- $ 1,200,00 EA 49 $ 58,800.00 92.0250 ) Remove Trim concrete pole foundation,anchor bolts 1,725�00 EA 5 $ 8,625.00 and conduit 24"below grade,backfill and machine tamp I I I Total for Items 27-50:1$ 350,955.00 Section 4: Miscellaneous Concrete and Asphalt Unit of Estimated Item No. Description Unit Price Measure Annual Total Price Quanti!X 51 Saw cut concrete 4"-6"Deep $ 15.00 LF 250 $ 3,750,00 52 Saw cut asphalt 4"-6"Deep $ 13.75 LF 200 $ 2,750,00 53 Asphalt temporary patch $ 350.00, SF 100 $ 35,000,00 54 Install Sidewalk concrete $ 135.00 SF 100 $ 13,500,00 55 Remove Asphalt $ 160.00 SF 100 $ 16,000.00 56 Remove Sidewalk concrete $ 160,001 SF 1 175 $ 28,000.00 Total for Items 51-56: $ 99,000,00 Section 5: Poles,Arms and Cabinets Unit of Estimated Item No. Description Unit Price Measure Annual Total Price Quantity 57 Install Type V or ATC Signal Cabinet $ 1,425.00 EA 5 $ 7,125.00 58 Install UPS Cabinet(Pad Mount or Piggy Back) $ 1,150.00 EA 5 $ 5,750.00 59 Install Service Pedestal $ 72500 EA 5 $ 3,625.00 60 Install"PPB"or"BPB"pole $ 550.00 EA 40 $ 22,000.00 61 Install"A"pole 8'to 18' $ 725.00 EA 25 $ 18,125.00 62 Install"E"pole $ 725.00 EA 1 $ 725.00 63 Install"F"pole $ 725.00 EA 1 $ 725.00 64 lInstall"J","W',or"L"pole $ 90000 EA 10 $ 9,000.00 65 Install"Q","R"or"S"pole $ 900.00 EA 20 $ 18,000.00 66 Install"ITS"Pole(M-94.07&M-94.08) $ 900.00 EA 5 $ 4,500.00 67 Install Antenna Clamp Assembly(M-94.09) $ 625.00 EA 2 $ 1,250.00 68 Install 18'to 20'Signal Mast Arm(SIVIA) $ 410.00 EA 2 $ 820.00 69 Install 18'to 20'Luminaire Mast Arm(LIVIA) $ 410.00 EA 25 $ 10,250.00 70 Install 25'to 30'Signal Mast Arm(SIVIA) $ 410.00 EA 15 $ 6,150.00 71 Install 36to 40'Signal Mast Arm(SIVIA) $ 475.00 EA 15 $ 7,125.00 72 Install 46to 55'Signal Mast Arm(SIVIA) $ 475.00 EA 5 $ 2,375.00 73 Install 60'to 65'Signal Mast Arm(SMA) $ 475.00 EA 1 $ 475.00 74 Install Streetlight;all single mast arm stepped poles $ 550.00 EA 1 $ 550.00 75 Install Streetlight;all double mast arm stepped poles $ 625.00 EA 1 $ 625.00 76 Install Streetlight,all Davit type poles $ 550.00 EA 1 $ 550.00 77 Install Streetlight,all Tapered type poles $ 550.00 EA 1 $ 550.00 78 Remove Type V or ATC Signal Cabinet $ 580.00 EA 5 $ 2,900.00 79 Remove UPS Cabinet(Pad Mount or Piggy Back) $ 450.001 EA 1 5 $ 2,250.00 FE Remove Service Pedestal $ 360.001 EA 1 5 $ 1,800.00 0:81 lRemove"PPB"or"BPB"Pole $ 360.001 EA 1 1 $ 360.00 ROADWAY Page 22 of 41 Roadway Electric,LLC 24 Contract#2022146 Section 5: Poles,Arms and Cabinets Unit of Estimated Item No. Description Unit Price Measure Annual Total Price I I I Quanti!X 1 1 82 Remove"A"Pole $ 350.00 EA 2 $ 700.00 83 Remove"E"Pole $ 365.00 EA 3 $ 1,095.00 84 Remove"F Pole $ 365.00 EA 3 $ 1,095.00 85 Remove"J","K",or"L"Pole $ 460.00 EA 10 $ 4,600.00 86 Remove"Q","R",or"S"Pole $ 460.00 EA 10 $ 4,600.00 87 Remove"ITS"Pole(M-94.07&M-94.08) $ 460.00 EA 1 $ 460.00 88 Remove Antenna Clamp Assembly(M-94.09) $ 275.00 EA 2 $ 550.00 89 Remove 18'to 20'Signal Mast Arm(SMA) $ 350.00 EA 10 $ 3,500.00 90 Remove 18'to 20'Luminaire Mast Arm(LMA) $ 350.00 EA 10 $ 3,500.00 91 Remove 25'to 30'Signal Mast Arm(SMA) $ 350.00 EA 10 $ 3,500,00 92 Remove 35'to 40'Signal Mast Arm(SMA) $ 350.00 EA 5 $ 1,750.00 93 Remove 45'to 55'Signal Mast Arm(SMA) $ 350.00 EA 5 $ 1,750,00 94 Remove 60'to 65'Signal Mast Arm(SMA) $ 360.00 EA 2 $ 720.00 95 Remove Streetlight,all single mast arm stepped poles $ 550.00 EA 2 $ 1,100.00 96 Remove Streetlight,all double mast arm stepped poles $ 550.00 EA 1 $ 550.00 97 lRemove Streetlight,all Davit type poles $ 550.00 EA 3 $ 1,650.00 98 IRemove Streetlight,all Tapered type poles $ 550.00 EA 1 $ 550.00 1 Total for items 57-98:1$ 159,275,00 Section 6: Heads,Mounts and Accessories Unit of Estimated Item No. Description Unit Price Measure Annual Total Price Quantity 99 Install Pedestrian Push Button station on pole $ 205.00 EA 75 $ 15,375.00 100 Install Pedestrian or Vehicle mount on pole $ 210.00 EA 100 $ 21,000.00 101 Install Pedestrian or vehicle indication on pole mount $ 210.00 EA 100 $ 21,000.00 102 Install Traffic Signal Mast Arm Mount(M-94.1 0) $ 210.00 EA 50 $ 10,500.00 103 Install Vehicle indication on Signal Mast Arm(SMA) $ 275.00 EA 50 $ 13,750,00 mount 104 Install Internally Illuminated Street Name Sign(M-95.07, $ 700.00 EA 2 $ 1,400.00 95.08,; 09�ignj Tn--sfa-H e Curnmaire on luminaire as Arm 105 (LMA) $ 150.00 EA 25 $ 3,750.00 106 Install Video Detection Camera on pole or mast arm $ 825.00 EA 20 $ 16,500.00 (includes mountinu bracket,M-96.05) Install Video Detection Camera on pole or mast arm 107 (includes mounting bracket-SB59-ACM-74). See exhibit $ 950.00 EA 20 $ 19,000.00 3 108 Install Preemption Sensor on pole or traffic signal head $ 830.00 EA 20 $ 16,600.00 M-W03 Install CATS shielded cable or replace existing 109 composite cable or coax with CAT5 shielded cable(e.g. $ 2.75 LF 7,500 $ 20,625.00 exam ule-for-CCTV or-radio l and termi-nate- 110 Install Camera(CCTV-PTZ dome or 360 Degree)on $ 1,210.00 EA 5 $ 6,050.00 pole(includes mountino bracket M-95.10111 � Remove Camera-remove existing camera, (includes $ 425.00 EA 10 $ 4,250.00 mountin-2 bracketl---------- 112 Install radio(e.g.wireless access point)on pole or mast $ 1,125.00 EA 50 $ 56,250.00 arm(M-95.11) 113 Install Metro Sign on Signal Pole/SMA $ 550.00 EA 20 $ 11,000.00 114 Remove Pedestrian push button station on pole $ 140.00 EA 35 $ 4,900.00 115 Remove Pedestrian or vehicle mount on pole $ 140.00 EA 30 $ 4,200.00 116 Remove Pedestrian or vehicle indication on pole mount $ 140.00 EA 50 $ 7,000,00 117 Remove Traffic Signal Mast Arm Mount(M-94.1 0) $ 205.00 EA 5 $ 1,025.00 118 Remove Vehicle indication on Signal mast Arm(SMA) $ 205.00 EA 25 $ 5,125.00 119 Remove Internally Illuminated Street Name Sign and $ 415.00 EA 5 $ 2,075.00 21u2 conduit hole with 1/2" ' e I 120 Re MmoveA Streetlight Luminaire on Luminaire Mast Arm $ 150.00 EA 15 $ 2,250.00 121 Remove Video Detection Camera on pole or mast arm $ 275.00 EA 15 $ 4,125.00 [includes mounting bracket and 2lug hole I I I I I ROADWAY Page 23 of 41 Roadway Electric,LLC Contract#2022146 25 Section 6: Heads,Mounts and Accessories Unit of Estimated Item No. Description Unit Price Measure Annual Total Price Quantitxv 122 Remove Preemption Sensor and mount,plug hole $ 415.00 EA 5 $ 2,075.00 123 Remove Radio Antenna(e.g.Yagi)and mount(e.g. $ 415.00 EA 10 $ 4,150.00 -Pelco mount)from Lole or mast arm M-95.1 1) -- - 124 Remove Metro Sign on signal Pole/SMA 27500 EA 20 $ 5,500.00 125 Complete LED Replacement in a 3 Section Mast Arm $ 340.00 EA 75 $ 25,500.00 Mounted Siunal Head 126 Complete LED Replacement in a 4 Section Mast Arm $ 420.00 EA 10 $ 4,200.00 Mounted Si2nal Head 127 Complete LED Replacement in a 5 Section Mast Arm $ 475.00 EA 25 $ 11,875,00 Mounted Siona-1-Head---- 128 Complete LED Replacement in a 3 Section Pole $ 275.00 EA 25 $ 6,875,00 Mounted Si2nal Head 129 Complete LED Replacement in a 4 Section Pole $ 350.00 EA 10 $ 3,500.00 Mounted Sional Head 130 Complete LED Replacement in a 5 Section Pole $ 430.00 EA 25 $ 10,750,00 Mounted Si2nal Head 131 Complete LED Replacement in a Pole Mounted $ 215.00 EA 100 $ 21,500.00 Pedestri,an-Siunal-H-ead 1: d Total for Items 99-131: $ 363,675.00 Section 7: Traffic Loops Unit of Estimated Item No. Description Unit Price Measure Annual Total Price Quantity 132 Install 6'x 6'Square Loop in Asphalt per M-96.01 $ 1,675.00 EA 2 $ 3,350.00 throw M-96.04 133 Install Tx 10'Bike Loop in asphalt per M-96.01 through $ 1,525.00 EA 2 $ 3,050.00 M-96.04 134 Install 6'x 15'Quadrupole Loop in Asphalt per M-96.01 $ 1,650.00 EA 2 $ 3,300.00 throw M-96.04 135 Install 6'x 20'Quadrupole Loop in Asphalt per M-96.01 $ 1,650,00 EA 5 $ 8,250,00 throe M-96.04 136 Install 6'x 40'Quadrupole Loop in Asphalt per M-96.01 $ 2,150.00 EA 5 $ 10,750.00 2h M-96.04137 I I Install 6'x 60'Quadrupole Loop in Asphalt per M-96.01 $ 2,575.00 EA 10 $ 25,750.00 throw M-96.04 138 00 Install Loop stub out per Detail M-96.04 $ 1,075.1 EA 1 5 $ 5,375.00 Total for Items 132-138 59,825.00 Page 24 of 41 Roadway Electric,LLC Contract#2022146 ROADWAY 26 Section 8: TfaffiG-Con#G4 Miscellaneous Work Unit of Estimated Item No. Description Unit Price Measure Annual Total Price QuantitX 139 Unskilled Labor $ 70.00 HR 300 $ 21,000.00 140 Skilled Electrical $ 105.00 HR 200 $ 21,000.00 140a Fiber Splicing:Mid-span entry up to 12 fibers $ 1,075,00 EA 5 $ 5,375.00 140b Fiber Spiicing:FL111 cable up to 144 fibers $ 3,225,00 EA 2 $ 6,450.00 141 Bucket Truck and operator to 45' $ 180.00 HR 10 $ 1,800.00 142 Bucket Truck and operator to 75' $ 190.00 HR 10 $ 1,900.00 143 Boom/Crane/Auger truck and operator $ 190.00 HR 5 $ 950.00 144 Pickup truck and operator $ 126.00 HR 20 $ 2,520.00 145 Pickup truck with arrow board and operator $ 145.00 HR 20 $ 2,900.00 146 Platform truck and operator $ 126.00 HR 10 $ 1,260.00 147 Backhoe and Operator $ 176.00 HR 1 $ 176.00 148 Emergency mobilization fee $ 2,350.00 EA 5 $ 11,750.00 Total for Items 139-148:1$ 77,081.00 Section 9: Traffic Control Unit of Estimated Item No. Description Unit Price Measure Annual Total Price Quantitv... Single Lane Closure(with pedestrian pathway)1000 FT Work Area: Restricting the right lane in one direction 149 with pedestrian pathway per City of Mesa Traffic Control $ 3,870.00 EA 10 $ 38,700.00 and Barricade Specifications.Daytime set-up only,shall include delivery,set-up,pick-up and service of all devices.Per day — Single Lane Closure-1000 FT Work Area: Restricting the left or right lane in one direction per City of Mesa 150 Traffic Control and Barricade Specifications.Daytime set- $ 700.00 EA 10 $ 7,000.00 up only,shall include delivery,set-up,pick-up and service of all devices.Per day 151 Off-Duty Uniformed Police Officer-per hour 125.00 EA 100 $ 12,500,00 Total for Items 149-151:1$ 58,200.00 Total Bid: $ 1,642,498.50 The City will add any applicable sales tax or use tax. Sales/Use taxes should not be included in the bid prices. Vendors who will be charging a Mesa Transaction Privilege Tax(TPT)will have a 2.00%removed from the taxable item(s)for the purpose of award evaluation(i.25). DELIVERY:See Mesa Standard Terms and Conditions. Vendor Name ROADWAY ELECTRIC LLC Date: 2/22/2022 2/15/2022 RIFP#2022146 Page 25 of 41 Roadway Electric,LLC Contract#2022146 ROADWAY 27 EXHIBIT C MESA STANDARD TERMS AND CONDITIONS 1. INDEPENDENT CONTRACTOR. It is expressly understood that the relationship of Contractor to the City will be that of an independent contractor. Contractor and all persons employed by Contractor, either directly or indirectly, are Contractor's employees, not City employees. Accordingly, Contractor and Contractor's employees are not entitled to any benefits provided to City employees including, but not limited to, health benefits,enrollment in a retirement system, paid time off or other rights afforded City employees. Contractor employees will not be regarded as City employees or agents for any purpose, including the payment of unemployment or workers' compensation. If any Contractor employees or subcontractors assert a claim for wages or other employment benefits against the City, Contractor will defend, indemnify and hold harmless the City from all such claims. 2. SUBCONTRACTING. Contractor may not subcontract work under this Agreement without the express written permission of the City. If Contractor has received authorization to subcontract work, it is agreed that all subcontractors performing work under the Agreement must comply with its provisions. Further, all agreements between Contractor and its subcontractors must provide that the terms and conditions of this Agreement be incorporated therein. 3. ASSIGNMENT. This Agreement may not be assigned, either in whole or in part, without first receiving the City's written consent. Any attempted assignment, either in whole or in part, without such consent, will be null and void and in such event the City will have the right, at its option, to terminate the Agreement. No granting of consent to any assignment will relieve Contractor from any of its obligations and liabilities under the Agreement. 4. SUCCESSORS AND ASSIGNS, BINDING EFFECT. This Agreement will be binding upon and inure to the benefit of the parties and their respective permitted successors and assigns. 5. NO THIRD-PARTY BENEFICIARIES. This Agreement is intended for the exclusive benefit of the parties. Nothing set forth in this Agreement is intended to create or will create any benefits, rights, or responsibilities in any third parties. 6. NON-EXCLUSIVITY. The City, in its sole discretion, reserves the right to request the materials or services set forth herein from other sources when deemed necessary and appropriate. No exclusive rights are encompassed through this Agreement. 7. AMENDMENTS. There will be no oral changes to this Agreement. This Agreement can only be modified in a writing signed by both parties. No charge for extra work or material will be allowed unless approved in writing, in advance, by the City and Contractor. 8. TIME OF THE ESSENCE. Time is of the essence to the performance of the parties' obligations under this Agreement. 9. COMPLIANCE WITH APPLICABLE LAWS. a. General. Contractor must procure all permits/licenses and pay all charges and fees necessary and incidental to the lawful conduct of business. Contractor must stay fully informed of existing and future federal, state, and local laws, ordinances, and regulations that in any manner affect the fulfillment of this Agreement and must comply with the same at its own expense. Contractor bears full responsibility for training, safety, and providing the necessary equipment for all Contractor personnel to achieve compliance throughout the term of the Agreement. Upon request, Contractor will demonstrate to the City's satisfaction any programs, procedures, and other activities used to ensure compliance. b. Drug-Free Workplace. Contractor is hereby advised that the City has adopted a policy establishing a drug-free workplace for itself and those doing business with the City to ensure the safety and health of all persons working on City contracts and projects. Contractor will require a drug-free workplace for all Contractor personnel working under this Agreement. Specifically, all Contractor personnel who are working under this Agreement must be notified Page 26 of 41 Roadway Electric, LLC Contract#2022146 in writing by Contractor that they are prohibited from the manufacture, distribution, dispensation, possession, or unlawful use of a controlled substance in the workplace. Contractor agrees to prohibit the use of intoxicating substances by all Contractor personnel and will ensure that Contractor personnel do not use or possess illegal drugs while in the course of performing their duties. c. Federal and State Immigration Laws. Contractor agrees to comply with the Immigration Reform and Control Act of 1986(I RCA)in performance under this Agreement and to permit the City and its agents to inspect applicable personnel records to verify such compliance as permitted by law. Contractor will ensure and keep appropriate records to demonstrate that all Contractor personnel have a legal right to live and work in the United States. i. As applicable to Contractor, under the provisions of A.R.S. § 41-4401, Contractor hereby warrants to the City that Contractor and each of its subcontractors will comply with, and are contractually obligated to comply with, all federal immigration laws and regulations that relate to their employees and A.R.S. § 23-214(A) (hereinafter collectively the "Contractor Immigration Warranty"). ii. A breach of the Contractor Immigration Warranty will constitute a material breach of this Agreement and will subject Contractor to penalties up to and including termination of this Agreement at the sole discretion of the City. iii. To ensure Contractor and its subcontractors are complying with the Contractor Immigration Warranty, the City retains the legal right to conduct random verification of the employment records of any Contractor or subcontractor employee who works on this Agreement, including the inspection of the papers of such employees. Contractor agrees to assist the City in regard to any random verification performed. iv. Neither Contractor nor any subcontractor will be deemed to have materially breached the Contractor Immigration Warranty if Contractor or subcontractor establishes that it has complied with the employment verification provisions prescribed by Sections 274a and 274b of the Federal Immigration and Nationality Act and the E-Verify requirements prescribed by A.R.S. §23-214(A). d. Nondiscrimination. Contractor understands and acknowledges that it is the policy of the City of Mesa to promote non-discrimination. As such, Contractor represents and warrants that it does not discriminate against any employee or applicant for employment or person to whom it provides services because of race, color, national origin, age, disability, religion, sex, sexual orientation, gender identity, and expression, veterans' status, marital status, or genetic information, and represents and warrants that it complies with all applicable federal, state, and local laws and executive orders regarding employment. In performance under this Agreement, Contractor and Contractor's personnel will comply with applicable provisions of the following laws (as amended): Title VII of the U.S. Civil Rights Act of 1964, Section 504 of the Federal Rehabilitation Act, the Americans with Disabilities Act (42 U.S.C. § 12101 et seq.), and any other applicable non-discrimination laws and rules. e. State Sponsors of Terrorism Prohibition. Per A.R.S. § 35-392, Contractor must not be in violation of section 60) of the Federal Export Administration Act and subsequently prohibited by the State of Arizona from selling goods or services to the City. f. Israel Boycott Divestments. In accordance with the requirements of A.R.S. § 35-393.01, if the Agreement requires Contractor to acquire or dispose of services, supplies, information technology or construction with a value of $100,000 or more, then, by entering into this Agreement, Contractor certifies that it is not currently engaged in, and agrees for the duration of the Agreement to not engage in, a boycott of goods and services from Israel. Page 27 of 41 Roadway Electric, LLC Contract#2022146 10. SALES/USE TAX, OTHER TAXES. a. Contractor is responsible for the payment of all taxes including federal, state, and local taxes related to or arising out of Contractor's nen/ioen under this Agreement ino|uding, by way of illustration but not |imitadon, federal and state income tax, Social Security tax, unemployment insurance taxeo, and any other taxes or business license feea, as required. |f any taxing authority should deem Contractor or Contractor employees an employee of the City, or should otherwise claim the City is liable for the payment of taxes that are Contractor's responsibility under this Agreement, then Contractor will indemnify the City for any tax |iabi|ih/, intereot, and penalties imposed upon the City. b. The City is exempt from paying certain hydono| oxoino taxes and will furnish an exemption certificate upon request. The City is not exempt from state and local sales/use taxes. 11. AMOUNTS DUE THE CITY. Contractor must be current and remain current in all ob|igationn, whether or not related to the Agreement, due to the City during the performance of services under the Agreement. Payments to Contractor may be offset by any delinquent amounts due to the City or fees and charges owed to the City. 12. PUBLIC RECORDS. Contractor acknowledges that the City is a public body, subject to Arizona's public records laws (A.R.S. § 30-121 etaeq.). and any documents related to this Agreement may be subject to disclosure pursuant to state law in response to a public records request orto subpoena or other judicial processes. o. If Contractor believes documents related to the Agreement contain trade secrets or other proprietary data, Contractor must have notified the City pursuant to Mesa Procurement Flu|on Section 2.1 or notified the City with o notification statement specifically identifying the trade secrets or other proprietary data that Contractor believes should remain confidential. b. In the event,the City determines it is legally required to disclose pursuant to law any documents or information Contractor deems confidential trade secrets or proprietary data, the City, to the extent p000ib|e, will provide Contractor with prompt written notice by certified mai|, fax, email or other methods that tracks the delivery status of the requirement to dian|000 the information so Contractor may seek a protective order from a court having jurisdiction over the matter or obtain other appropriate remedies. The notice will include a time period for Contractor to seek court-ordered protection or other legal remedies as deemed appropriate by Contractor. If Contractor does not obtain such court-ordered protection bythe expiration of said time period, the City may release the information without further notice hoContractor. 13. AUDITS AND RECORDS. Contractor must preserve the records related to this Agreement for six (G)years after completion of the Agreement. The City or its authorized agent reserves the right hu inspect any records related to the performance of work specified herein. |n addition, the City may inspect all poyno||, billing, nr other relevant records kept by Contractor in relation to the Agreement. Contractor will permit such inspections and audits during normal business hours and upon reasonable notice by the City. The audit of records may occur at Contractor's place of business or City offices, an determined by the City. 14. BACKGROUND CHECK. In accordance with the City'o current background check policies, the City may conduct criminal, driver history, and all other requested background checks of Contractor personnel who would perform services under the Agreement who will have acoaoo to the Cih/'e information,data, orfacilities. Any officer,employee,oragent that fails the background check must be replaced immediately for any reasonable cause not prohibited bylaw. 15. SECURITY CLEARANCE AND REMOVAL OF CONTRACTOR PERSONNEL. The City will have final outhohty, based on security reasons: (i) to determine when security o|eonanno of Contractor personnel is required; (ii) to determine the nature of the naourih/ n|eoranoo' up to and including fingerprinting Contractor personnel; and (iii)to determine whether any individual or entity may provide services under this Agreement. |f the City objects to any Contractor personnel for any Page 28of41 Roadway Electric, LLC Contnaot#2022146 reasonable cause not prohibited by law, then Contractor will, upon notice from the City, remove any such individual from the performance of services under this Agreement. 10. DEFAULT. a. /\party will bein default of the Agreement if that party: i. Is or becomes insolvent or in a party to any voluntary bankruptcy or receivership proceeding, makes an assignment for a creditor, or there is any similar action that affects Contractor's capability to perform under the Agreement; ii. Is the subject of a petition for involuntary bankruptcy not removed within sixty(60)calendar days; iii Conducts business in an unethical manner as set forth in the City Procurement Rules Article 7nran illegal manner; or iv. Fails to carry out any term, promise, or condition nf the Agreement. b. Contractor will be in default of this Agreement if Contractor in debarred from participating in City procurements and Solicitations in oonnrdanoo with Article 0 of the Qh/'s Procurement Rules. o. Notice and Opportunity toCure. |n the event a party ioin default then the other party will provide written notice to the defaulting party of the default. The defaulting party will have thirty (30)days from receipt of the notice to cure the default, unless the default is of a nature that it is reasonably anticipated to affect the hea|th, nafeh/, or welfare of the public and, in such an event, the non-defaulting party may require a minimum seven (7)days to cure the default from the date of receipt of the notice; the cure period may be extended by mutual agreement of the parties, but no cure period may exceed ninety(90)days.A default notice will be deemed to be sufficient if it is reasonably calculated to provide notice of the nature and extent of such default. Failure of the non-defaulting party to provide notice of the default does not waive any rights under the Agreement. Failure of the defaulting party to cure the default will entitle the non- defaulting party to the election of remedies specific to the party as set forth in section 17 below. d. Anticipatory Repudiation. Whenever the City in good faith has reason to question Contractor's intent or ability to perform' the City may demand that Contractor give written onnunanoo of its intent and ability to perform. In the evoni, demand is mado, and no written assurance is given within ten (10) calendar days, the City may treat this failure as on anticipatory repudiation of the Agreement entitling the City to terminate the Agreement in accordance with section 17(o) below. 17. REMEDIES. The remedies set forth in this Agreement are not exclusive. Election of one remedy will not preclude the use of other remedies. In the event ofdefault: a. The non-defaulting party may terminate the Agreement, and the termination will be effective immediately orat such other date an specified by the terminating party. b. The City may purchase the services or materials required under the Agreement from the open market, complete the required work itself, or have it completed at the expense of Contractor. If the cost ofobtaining substitute services exceeds the contract price in the Agreement, the City may recover the excess noni by: (i) requiring immediate reimbursement by the Contractor to the City; (ii) deduction from on unpaid balance duo to Contractor; (iii) collection against the proposal and performance eeouhh/, if any; (iv) collection against liquidated damages (if applicable); or (v) a combination of the aforementioned remedies or other remedies as permitted bylaw. Costs in this Subsection (b)include any and all fees, and expenses incurred in obtaining substitute services and expended in obtaining reimbursement induding, but not limited to, administrative expenses, attorneyo'foee. and costs. o. The non-defaulting party will have all other rights granted under this Agreement and all rights at law orin equity that may be available to it. Page 20of41 Roadway Electric, LLC Contnaot#2022146 d. Neither party will be liable for incidental, special, or consequential damages. 18. CONTINUATION DURING DISPUTES. Contractor agrees that during any dispute between the parties, Contractor will continue to perform its obligations until the dispute is settled, instructed to cease performance by the City, enjoined or prohibited by judicial action, or otherwise required or obligated to cease performance by other provisions in this Agreement. 19. TERMINATION FOR CONVENIENCE. The City reserves the right to terminate this Agreement, in part or in whole, for its sole convenience upon thirty (30) calendar days written notice. Contractor acknowledges that, as with any termination permitted under this Agreement, in the event of a termination for convenience, Contractor is only entitled to payment in accordance with section 22 (Payment to Contractor Upon Termination); Contractor will not be entitled to any anticipated lost profits had the Agreement been performed to completion. 20. TERMINATION FOR CONFLICT OF INTEREST(A.R.S. §38-511). Pursuant to A.R.S. § 38-511, the City may cancel this Agreement within three (3) years after its execution, without penalty or further obligation, if any person significantly involved in initiating, securing, drafting, or creating the Agreement for the City becomes an employee or agent of Contractor. 21. TERMINATION FOR NON-APPROPRIATION AND MODIFICATION FOR BUDGETARY CONSTRAINTS. The City is a governmental agency that relies upon the appropriation of funds by its governing body to satisfy its obligations. If the City reasonably determines it does not have funds to meet its obligations under this Agreement,the City will have the right to terminate the Agreement without penalty on the last day of the fiscal period for which funds were legally available. In the event of such termination, the City agrees to provide written notice of its intent to terminate thirty (30)calendar days before the stated termination date. 22. PAYMENT TO CONTRACTOR UPON TERMINATION. Upon termination of this Agreement for any reason, Contractor will be entitled only to payments authorized under the Agreement for those services performed or materials provided in accordance with the Agreement up to the date of termination, and any authorized expenses already incurred up to such date of termination. The City will make final payment within thirty (30) calendar days after the City has both completed its appraisal of the materials and services provided and received Contractor's properly prepared final invoice. 23. NON-WAIVER OF RIGHTS. There will be no waiver of any provision of this Agreement unless approved in writing and signed by the waiving party. Failure or delay to exercise any rights or remedies provided herein or by law or in equity, or the acceptance of, or payment for, any services hereunder, will not release the other party of any of the warranties or other obligations of the Agreement and will not be deemed a waiver of any such rights or remedies. 24. INDEMNIFICATION; LIABILITY. a. To the fullest extent permitted by law, Contractor agrees to defend, indemnify and hold harmless the City, its elected officials, agents, representatives and employees (collectively, including the City, "City Personnel") from and against any and all liabilities, demands, claims, suits, penalties,obligations, losses,damages, causes of action,fines or judgments of any kind, including costs, attorneys', witnesses' and expert witnesses' fees, and expenses incident thereto (all of the foregoing, collectively "Claims") imposed upon or asserted against City Personnel by a third party relating to, arising out of or resulting from, in whole or in part: (i) services or materials provided under this Agreement by Contractor or its officers', agents', or employees' (collectively, including Contractor, "Contractor Personnel"): (ii) negligent acts, errors, mistakes or omissions of Contractor Personnel; or (iii) failure of Contractor Personnel to comply with or fulfill the obligations established by this Agreement. Contractor's indemnification, duty to defend and hold harmless City Personnel in this Subsection (a) will apply to all Claims against City Personnel except Claims arising solely from the negligence or intentional acts of City Personnel. b. The City assumes no liability for the actions of Contractor Personnel and will not indemnify or hold Contractor Personnel or any third party harmless for Claims relating to, arising out of or Page 30 of 41 Roadway Electric, LLC Contract#2022146 resulting from, in whole or in part, this Agreement or use of Contractor Pornonnol-p/ovidod services ormaterials. 25. WARRANTY. Contractor warrants that the services and materials will conform to the requirements of the Agreement. Additionally, Contractor warrants that all services will be performed in a good, workmanlike and professional manner. The Cih/'o acceptance of services or materials provided by Contractor will not relieve Contractor from its obligations under this warranty. |f the City reasonably determines any materials or services are of substandard or unsatisfactory manner. Contraotor, at no additional charge to the City, will provide materials or redo such services until in accordance with this Agreement and to the Cih/'o reasonable satisfaction. Un|onn otherwise agnood. Contractor warrants that materials will be now, unused, of most current manufacture and not disoontinuod, will be free of defects in materials and workmanship, will be provided in accordance with manufacturer's standard warranty for at least one (1) year unless otherwise specified, and will perform in accordance with manufacturer's published specifications. 26. THE C|Tf'S RIGHT TO RECOVER AGAINST THIRD PARTIES. Contractor will do nothing to prejudice the City's right to recover against third parties for any loss,destruction, or damage to City property and will, at the City's request and expense, furnish to the City reasonable assistance and cooperation in obtaining reoovery, including assistance in the prosecution or defense of suit and the execution of instruments of assignment in favor of the City. 27. NO GUARANTEE OF WORK. Contractor acknowledges and agrees: (i)itio not entitled todeliver any specific amount of materials or nen/ioen, or any materials or nen/ioea at all, under this Agreement; and (ii)the materials or services will be requested by the City on an as needed basis, ot the sole discretion of the City. Any document referencing quantities nr performance frequencies represents the City'n best estimate of current nnquiromonts, but will not bind the City to purchase, accept, or pay for materials or services which exceed its actual needs. 28. OWNERSHIP. All de|ivonab|eo, servioos, and information provided by Contractor or the City pursuant to this Agreement (whether electronically or manually generated) including without |imitaUon, reports,test plans,and survey results, graphion, and technical tables,originally prepared in the performance of this Agreement, are the property of the City and will not be used or released by Contractor or any other person except with prior written permission by the City. 20. USE OF NAME. Contractor will not use the name of the City of Mesa in any advertising or publicity without obtaining the prior written consent of the City. 30. PROHIBITED ACTS. Contractor acknowledges the applicability ofA.R.S. §38'504 which prohibits o person who, within the preceding twelve (12) months, is or was o public officer or employee of the City from representing another person (including Contractor) before the City on any matter for which the officer or employee was directly concerned and personally participated in during their service or employment by a substantial and material exercise of administrative discretion. Further, while employed by the City and for two (2) years thennoKer, public officers or employees are prohibited from disclosing or using, without appropriate authorization, any confidential information acquired by such person in the course of his or her official duties at the City. 31. FOB DESTINATION FREIGHT PREPAID AND ALLOWED. All deliveries will be FOB destination freight prepaid and allowed unless otherwise agreed. 32. RISK OF LOSS. Contractor agrees to bear all risk of loea, injury, or destruction of Contractor's goods or equipment incidental to Contractor providing the services and materials under this Agreemont, and such |ons, injury' or destruction will not release Contractor from any obligation hereunder. 33. SAFEGUARDING CITY PROPERTY. Contractor will be responsible for any damage or |onn to Cih/'o real or personal property when such property is the responsibility of or in the custody of Contractor or its personnel. Page31 of41 Roadway Electric, LLC Contnaot#202214S 34. WARRANTY OF RIGHTS. Contractor warrants it has title to, or the right to allow the City to use, the materials and services being provided, and that the City may use same without suit, trouble, or hindrance from Contractor or third parties. 35. PROPRIETARY RIGHTS INDEMNIFICATION. Without limiting the warranty in section 34, Contractor will without limitation and at its expense defend the City against all claims asserted by any person that anything provided by Contractor infringes a patent, copyright,trade secret, or other intellectual property right and must, without limitation, pay the costs, damages and attorneys'fees awarded against the City in any such action, or pay any settlement of such action or claim. Each party agrees to notify the other promptly of any matters to which this provision may apply and to cooperate with each other in connection with such defense or settlement. If a preliminary or final judgment is obtained against the City's use or operation of the items provided by Contractor hereunder or any part thereof by reason of any alleged infringement, Contractor will, at its expense and without limitation, either: (a) modify the item so that it becomes non-infringing; (b) procure for the City the right to continue to use the item; (c) substitute for the infringing item other items (s) having at least equivalent capability; or (d) refund to the City an amount equal to the price paid, less reasonable usage, from the time of installation acceptance through cessation of use, which amount will be calculated on a useful life not less than five (5)years, plus any additional costs the City may incur to acquire substitute supplies or services. 36. CONTRACT ADMINISTRATION. The contract will be administered by the applicable Purchasing Officer and/or an authorized representative from the using department (collectively "Contractor Administrators"); all questions regarding the Agreement will be referred to the Contract Administrators. If authorized by the Contract Administrators, supplements or amendments may be written to the Agreement for the addition or deletion of services. Payment will be negotiated and determined by the Contract Administrators. 37. FORCE MAJEURE. Failure by either party to perform its duties and obligations will be excused by unforeseeable circumstances beyond its reasonable control, including acts of nature, acts of the public enemy, riots, fire, explosion, legislation, and governmental regulation. The party whose performance is so affected will, within five (5) calendar days of the unforeseeable circumstance, notify the other party of all pertinent facts and identify the force majeure event. The party whose performance is so affected must also take all reasonable steps, promptly and diligently, to prevent such causes if it is feasible to do so or to minimize or eliminate the effect thereof. The delivery or performance date will be extended for a period equal to the time lost by reason of delay, plus such additional time as may be reasonably necessary to overcome the effect of the delay, provided, however, under no circumstances will delay caused by a force majeure extend beyond one hundred-twenty (120) calendar days from the scheduled delivery or completion date of a task unless agreed upon by the parties. 38. COOPERATIVE USE OF CONTRACT. The City has entered into various cooperative purchasing agreements with other Arizona government agencies, including the Strategic Alliance for Volume Expenditures (SAVE) cooperative. Under the SAVE Cooperative Purchasing Agreement, any contract may be extended for use by other municipalities, school districts, and government agencies in the State of Arizona with the approval of Contractor. Any such usage by other entities must be in accordance with the statutes, codes, ordinances, charter, and/or procurement rules and regulations of the respective government agency. The City currently holds or may enter into Intergovernmental Governmental Agreements(IGA)with numerous governmental entities. These agreements allow the entities, with the approval of Contractor, to purchase their requirements under the terms and conditions of this Agreement. A contractor, subcontractor or vendor, or any employee of a contractor, subcontractor or vendor who is contracted to provide services on a regular basis at an individual school shall obtain a valid fingerprint clearance card pursuant to title 41, chapter 12, article 3.1. A school district governing board shall adopt policies to exempt a person from the requirements of this subsection if the person's normal job duties are not likely to result in independent access to or unsupervised contact with pupils. A school district, its governing board members, its school council members, and its employees are exempt from civil liability for the consequences of adoption and implementation of Page 32 of 41 Roadway Electric, LLC Contract#2022146 policies and procedures pursuant to this subsection unless the school district, its governing board members, its school council members,or its employees are guilty of gross negligence or intentional misconduct. Additionally,Contractor will comply with the governing body's fingerprinting policy of each individual school district and public entity. Contractor, subcontractors, vendors, and their employees will not provide services on school district properties until authorized by the school district. Orders placed by other agencies and payment thereof will be the sole responsibility of that agency. The City is not responsible for any disputes arising out of transactions made by others. 39. FUEL CHARGES AND PRICE INCREASES. No fuel surcharges will be accepted. No price increases will be accepted without proper request by Contractor and response by the City's Purchasing Division. 40. NOTICES. All notices to be given pursuant to this Agreement must be delivered to the parties at their respective addresses. Notices may be sent via personally delivery,certified or registered mail with postage prepaid, overnight courier, or facsimile. If provided by personal delivery, the receipt will be deemed effective upon delivery. If sent via certified or registered mail, the receipt will be deemed effective three (3) calendar days after being deposited in the United States mail. If sent via overnight courier, or facsimile, the receipt will be deemed effective two (2) calendar days after the sending thereof. 41. GOVERNING LAW, FORUM. This Agreement is governed by the laws of the State of Arizona. The exclusive forum selected for any proceeding or suit, in law or equity, arising from or incident to this Agreement will be Maricopa County, Arizona. 42. INTEGRATION CLAUSE. This Agreement, including all attachments and exhibits hereto, supersedes all prior oral or written agreements, if any, between the parties and constitutes the entire agreement between the parties with respect to the work to be performed. 43. PROVISIONS REQUIRED BY LAW. Any provision required by law to be in this Agreement is a part of this Agreement as if fully stated herein. 44. SEVERABILITY. If any provision of this Agreement is declared void or unenforceable, such provision will be severed from this Agreement, which will otherwise remain in full force and effect. The parties will negotiate diligently in good faith for such amendment(s)of this Agreement as may be necessary to achieve the original intent of this Agreement, notwithstanding such invalidity or unenforceability. 45. SURVIVING PROVISIONS. Notwithstanding any completion, termination, or other expiration of this Agreement, all provisions which, by the terms of reasonable interpretation thereof, set forth rights and obligations that extend beyond completion, termination, or other expiration of this Agreement, will survive and remain in full force and effect. Except as specifically provided in this Agreement, completion,termination,or other expiration of this Agreement will not release any party from any liability or obligation arising before the date of termination. 46. A.R.S. SECTIONS 1-501 and 1-502. Pursuant to A.R.S §§ 1-501 and 1-502, any person who applies to the City for a local public benefit (the definition of which includes a grant, contract, or loan) must demonstrate his or her lawful presence in the United States. As this Agreement is deemed a local public benefit, if Contractor is an individual (natural) person or sole proprietorship, Contractor agrees to sign and submit the necessary documentation to prove compliance with the statutes if applicable. 47. AUTHORITY. Each party hereby warrants and represents that it has full power and authority to enter into and perform this Agreement and that the person signing on behalf of each is properly authorized and empowered to enter into the Agreement. Each party further acknowledges that it has read this Agreement, understands it, and agrees to be bound by it. 48. UNIFORM ADMINISTRATIVE REQUIREMENTS. By entering into this Agreement, the Contractor agrees to comply with all applicable provisions of Title 2, Subtitle A, Chapter 11, PART 200— Page 33 of 41 Roadway Electric, LLC Contract#2022146 UNIFORM ADMINISTRATIVE REOU|REMENT8, COST PR|NC|PLES, AND AUDIT REQUIREMENTS FOR FEDERAL AWARDS contained in Title 2CF.R. § 20Ootseq. 49. PCU 0SS COMPLIANCE. In the event any Contractor engages in payment card transactions an a part of the services provided to the City, Contractor shall comply with the Payment Card Industry Data Security Standards("PCI DSS")and any amendments or restatements of the PCI DSS during the Term of this Agreement. Contractor accepts responsibility for the security of the City's and/or any customer's credit card data in its possession, even if all or a portion of the services to the City are subcontracted to third parties. Page 34of41 Roadway Electric, LLC Contnaot#2022148 EXHIBIT D ADJUSTABLE CAMERA MOUNT (BAND CLAMP) DRAWING 2022146 Exhibit D.pdf Page 35 of 41 Roadway Electric, LLC Contract#2022146 EXHIBIT E ATC TRAFFIC SIGNAL CABINET FOUNDATION 2022146 Exhibit E.pdf Page 36 of 41 Roadway Electric, LLC Contract#2022146 EXHIBIT F PEDESTRIAN SPOTTER ASSISTANCE GUIDELINES I ) 2022146 Exhibit F.pdf Page 37 of 41 Roadway Electric, LLC Contract#2022146 EXHIBIT F CONTRACTOR'S RESPONSE PROGRAM DESCRIPTION AND METHOD OF APPROACH: The following pages are the Contractor's response to the program description and method of approach. Page 38 of 41 Roadway Electric, LLC Contract#2022146 w PROGRAM DESCRIPTION & METHOD OF APPROACH 2. Plan to Accomplish Work and submitted to the City of Mesa and updated as Services needed. Microsoft Project will allow us to track Once a job has been identified,our team will set critical items,ensuring the project is completed in up a day and time to walk through the job with the a timely manner.The results are an effective and City.This first step is very important, because it will realistic schedule.The staff meets on a daily basis give the City and our team a clear understanding to discuss pertinent project issues elaborating of what is required and allows both sides to discuss on procedures to ensure the schedule stays on any alternatives that could reduce costs and/or track.Our schedule is updated on a weekly basis, save contract time.Should it be necessary,our discussed at management meetings, revised,and team would then prepare a design and submit it utilized in the field. Subcontractors and suppliers to the City for approval.Once the work is defined also participate in the scheduling effort, creating a and agreed upon, if the work falls outside of the team vision for a successful project. established bidding schedule, Steve McCray(Lead MANAGING CONSTRUCTION Estimator)would prepare an itemized cost analysis Roadway Electric believes successful construction for the City's approval.Once approved,a work order management requires careful planning of the is issued and a submittal package is submitted for work in advance. In following this philosophy,we the City's approval.We would then procure all the are able to identify potential issues and develop necessary materials and proceed with the work, strategies to resolve them.We will analyze specific adhering to the City's inspection schedule and procedures to final acceptance. work activities to determine the appropriate methodology, labor,equipment and materials LIIG required to accomplish the task. In addition,our Project Manager Loren Hale will be the primary team will utilize an in-house tracking system for contact for the City.Once a project is assigned, correspondence, RFI's,submittals, materials and all he will collaborate with the City to determine the action items. special needs and timeline of the job.Jerry will Our 1 ro ect P then schedule apre-planning meeting to relay the management information discussed and formulate an action plan approach is tried With the staff. Duringthe pre-planning meeting, p p g and true. Roadway �p our staff will assess the work to be accomplished ���ru £ '�� ' Electric completed and provide feedback to Jerry,ensuring the proper ` the Yuma Road £ tradesman and equipment are utilized to assure the r {` most cost effective and cost efficient approach. Design-Build for " the City of Buckeye, s ff } where we assisted � � In addition to our vast resources of skilled with the design and tradesmen, Roadway Electric is signatory with � t4 the local unions,affording us the abilityto readilybuilt five complete trombone-style 1 acquire job specific tradesman needed to complete the tasks at hand. traffic signals. We also installed tf x., 43`r s SCHEDULING approximately Roadway In creating the overall project schedule, Roadway 13,000 linear feet with the design and built five Electric will utilize Microsoft Project scheduling of interconnect, complete trombone-style traffic software.The initial project schedule will be miscellaneous signals for Yuma Road Design- signing, street Buildfor the Cityof Buckeye. ROADWAY Page 29 of 41 Roadway Electric,LLC ` } I I Contract#2022146 1 w lighting,concrete,asphalt,and striping.The project Supervisors at all levels will participate in frequent was along a busy training to maintain and improve their safety existing corridor : ° management skills.All new employees are required with many HOA to participate in an introductory safety orientation. stakeholders.We Safety meetings are considered an investment were able to fast track of time and energy for the development of the the project schedule workforce, rather than an interruption of schedule/ and we completed it loss of production time.These meetings include within a two month daily pre-shift briefings,weekly tool-box meetings, period.This helped " _ and monthly project-wide safety meetings. minimize impacts to the current residents. { 4 Meetings. In additiontomeetingswl h theCIt7 t � ty{f ti�ti FJt tt I t y ri r ^. t s i rs ft{ of Mesa s project team, Roadway Electric will conduct separate project meetings with our staff, subcontractors and suppliers to keep everyone ` informed of the projects constraints and needs. '' Upper management will also attend such meetings, � therefore ensuring the commitment of the necessary resources required to meet the project goals. (� the c���1 Road C�esir�ml.�itd, e setup an efficient traffic control plan and coordinated with the City of Buckeye Police Department t ensure safe installation Prior to start of each project,we recommend for our employees grad the trcrlrelarl lic. a team scoping meeting,which also includes the City of Mesa,stakeholders,and applicable Quality. Because Roadway Electric has performed subcontractors and suppliers.These scoping on various construction projects,we have meetings will enable personnel to gain a further experience with reviewing plans and specifications, understanding of each other and our associated and are therefore able to offer creative ideas and roles,and more importantly the City`s expectations mitigate any ambiguities.We will not allow or for the project.With everyone on the same page, accept anything less than quality workmanship team collaboration is maximized and goals are and will hold our employees,subcontractors and more easily achieved. vendors to the quality expectations of both the City of Mesa and Roadway Electric. In order to Safety.The Roadway Electric safety program meet these expectations we will formulate work is built on 100%employee involvement and plans and review the information with the City at a commitment to excellence in safety.We scheduled pre-job meetings.On the job site, key strive for zero job related injuries/illnesses. Roadway Electric personnel will make inspections Our management team is fully committed to throughout the day.This enables us to identify and performing work safely and accident free. In order resolve issues early,creating a quality project while to accomplish these goals,we have developed an avoiding unexpected costs. aggressive safety program which includes safety policies and procedures that meet,or in most cases Roadway Electric has a significant number of exceed,OSHA standards. Employees are trained to craftsman that have worked together for many plan and work safely, recognize unsafe conditions years.With these long tenured craftsman,we or acts,and initiate corrective actions. have the confidence that our product will meet ROADWAY Page 40 of 41 Roadway Electric,LLC _,t t TAI I °s.... Contract#2022146 19 w the highest quality standard. Every employee a union contractor and have the entire union is empowered to intervene in any activity not pool as an additional resource to the City of meeting our quality standards. Mesa.Our equipment department maintains, supports,and tracks resource utilization closely. The Roadway Electric Project Management Our in-house equipment fleet represents a approach is one in which we strive to recognize value of approximately$800,OOzO.We also have issues early,formulate effective solutions and long standing relationships with many of the respond in a proactive manner.This approach local equipment rental companies in the event maximizes our efforts to accommodate your needs additional equipment is needed. and enables us to proceed in the best interest of your project. Roadway Electric has been both 2.2 Ability i an active participant and an advocate of the Emergency Requests partnering process since its inception.We promote Roadway Electric understands the importance of an open and honest exchange of information, responding quickly to emergency maintenance. which we believe results in a cost effective and cost In recognition of this need,calls from the City will efficient project, be forwarded to the designated supervisor,or Any issue which could potentially impact efficient designated alternate.Our crew will be immediately project delivery will be of the highest priority.As dispatched.Our crew's primary priority will be to re-establish safe vehicular and pedestrian traffic in car contractor, a ill c�tell�z our industry the affected area.Once awarded this contract,all of no le a an ex erience t evaluate potential roadblocks such s critical right-of-way our personnel will attend a meeting to review the permits, utility conflicts,and timely approval emergency procedures.This will ensure that all of traffic control plans.This proactive approach crew members understand the proper protocol minimizes the risk of negative impacts to your and procedures as required the contract, project. eliminating costly delays or miscommunication. 2.3 Conflict Resolution Procedures 2.1 Ability to Staff Projects The Roadway Electric approach is to resolve issues Our project team is made up of several IMSA at the lowest level possible as quickly as possible. Certified individuals.Currently, Roadway Electric It is our intent to solve all conflicts at the project has fourteen (14) IMSA Level II employees and two level in order to minimize impact to the project.We (2) IMSA Level I employees permanently employed. will always keep the project moving forward as we We also have ten (10) Roadway Lighting Level I openly discuss the issue in question. employees. We are proponents of the partnering process and successfully utilized it on the recent Yuma Certifflication #of Employees Road Design-Build.We partnered with the City of Traffic Signals II 10 Buckeye and our designer from the beginning of Traffic Signals 1 4 the project to assist with the design and provide Roadway Lighting 1 5 constructibility reviews.When challenges arose on Work Zone 17 the project,we worked hand-in-hand with the City to resolve them.Together we solved issues with the Roadway Electric is a local street lighting right-of-way,communicated with the residents/ contractor with some of the most experienced HOA's on their needs from the project,and worked crews in Arizona.As an added benefit,we are directly with the utility companies to identify points of service and infrastructure needs. ROADWAY page 41 of 41 Roadway Electric,LLC 20 Contract#2022146 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.9. File ID: 22-440 Sponsor: Sidney Urias Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of approval of the Final Plat for Blossom Rock Phase 1 in order to facilitate a 554-lot residential subdivision consisting of approximately 212 acres zoned Master Planned Community(MPC). City of Apache Junction,Arizona Page 1 Printed on 711412022 City ofApache Junction /�I F��w Development Services Department ' CITY COUNCIL CONSENT AGENDA STAFF REPORT DATE: July 19, 2022 TO: Honorable Mayor and City Council Members THROUGH: Bryant Powell, City Manager Rudy Esquivias, Development Services Director CASE NUMBERS: Blossom Rock Phase 1 (SV-22-23) OWNERS: Brookfield ASLD 8500 LLC APPLICANT: Brookfield ASLD 8500 LLC ("Brookfield") REQUEST: Approval of Final Plat for Blossom Rock Phase 1 in order to facilitate a 554-lot residential subdivision consisting of approximately 212 acres zoned MPC ("Master Planned Community") LOCATION: The property is generally located on the northeast corner of Ray Avenue and Ironwood Drive GENERAL PLAN/ ZONING DESIGNATION: Master Planned Community ("MPC") /Master Planned Community (-MPC") SURROUNDING USES: North: MPC Blossom Rock future phases South: MPC Retained Property East: MPC Blossom Rock Phase 2 West: MPC Reverence at Superstition Vistas "SV-22-23,Final Plat for Blossom Rock Phase 1" July 19,2022 City Council Staff Report 1. BACKGROUND On October 5, 2021, the City of Apache Junction approved the Auction Property at Superstition Vistas Master Planned Community plan. Most recently Brookfield has submitted a preliminary plat for Blossom Rock Phase 1 which has been administratively approved by staff (the "Subdivision Committee" per the MPC) . Staff has found the proposed final plat to be in conformance with the preliminary plat, the Auction Property at Superstition Vistas Master Planned Community plan and the Superstition Vistas Master Infrastructure Reports . PROPOSALS The Final Plat proposes approval of a 554-lot residential subdivision with typical lot sizes of approximately 6, 250, 8, 100, and 9, 450 square feet. The property is generally located on the northeast corner of Ray Avenue and Ironwood Drive . Primary community entrances are proposed to be located via Ray Avenue and Blossom Rock Trail . PLANNING STAFF ANALYSIS Relationship to General Plan: The subject site is designated by the city' s General Plan as "Master Planned Community" . The proposed density of approximately 3 . 23 du/acre is consistent with the City of Apache Junction' s General Plan and density limits as established by the Auction Property at Superstition Vistas Master Planned Community plan. Infrastructure Improvements: Road improvements and necessary utility infrastructure improvements will be built and dedicated to the city prior to the final inspection and approval of any individual residential lots . Furthermore, all other necessary on-site improvements, such as community amenities, retention basins, accessible routes, and landscape buffers, will be built during the first phase of on- site construction. ,,SV-22-23,Final Plat for Blossom Rock Phase I" July 19,2022 City Council Staff Report 2 PLANNING DIVISION RECOMMENDATION Staff is supportive of the proposed Final Plat for Blossom Rock Phase 1, because of its conformance with the preliminary plat, the Auction Property at Superstition Vistas Master Planned Community plan and the Superstition Vistas Master Infrastructure Reports, and respectfully recommends that the City Council to approve such request. --------------------------------------------------------------- RECOMMENDED MOTION FOR FINAL PLAT I move that the Apache Junction City Council approve SV-22-23, Final Plat for Blossom Rock Phase 1, as requested by Brookfield (owner and applicant) , for a 554-lot residential subdivision, generally located on the northeast corner of Ray Avenue and Ironwood Drive . s6&vey urn Prepared by Sidney Urias Principal Planner Attachments : Exhibit #1 - Final Plat for Blossom Rock Phase 1 Exhibit #2 - Land Use Budget as required by the MPC "SV-22-23,Final Plat for Blossom Rock Phase 1" July 19,2022 City Council Staff Report 3 a��: \\\ � \��d\»»�s �\ � `�\ \ \� �\�.. \�\ � (�} ���w� }«j : \ �� ° . , . \ \ r y. . \/ \ �� \ y � v »� \ : � ° � ` �, � ° < �< � °��\ y \ � � §? y ee. : .f...: ��§m - - : :2©« « �y � ���\ ��. its of Apache JA,met,101 r; k m h LEGEND gt of x o Auction Property a Retained E'reapert3r v' Apache junction municipal Boundary r,o-g '831a}County Island +^ ��c�ss,Cy#f - s{�j s 7 F �w E 075 � yJra # .e r �r � u # 7 � g Y mil s N 'S t 6 "} ,4,,.. 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J t . .Si, ,..,.r .,,' ,.,.t 11, . 2, �nw af�; .trtasrr btt� ,}U a ,tt s�Yt �;; PAK4 ,r twartn u {ii� '.�.;s"+'t ,, s,, '4 ;i-., ( fff' ' �. t � .t.:.'.l�tS i o r ' .t ,'. •' ,, t"";! s ! t4s� ?x..;:kt a rf >if' r�ul�stlx{firif�. �,C: � ., „., � - } ' �Z .4 esb�z5� " .......... t.,..,.,�tai ; t � stts} t k. 1 e�1.}fit SIL.zIs' nnj t ,§:..+r' t { f �r�;,t�t,{tat �N'ws,�{�„�,Mt�,�?�},;{ Painted Sky District Park • Community clubhouse • Fire pits • Non-potable lake • Dog park • Waterfall streams • Fireplace • Community pools • Pedestrian bridge • Treehouse * Cabanas • Rock climbing boulders Multiple playgrounds • Picnic shelters • Bench shelters IN Staff Recommendation 1 . Staff is supportive of all five (5 ) Final Plats • Conformance with the preliminary plat • Conformance Auction Property MPC • Conformance with the Superstition Vistas Master Infrastructure Reports WARNER AVENUE (ALIGNMENT) EXISTING FINAL PLAT CITY OF APACHE DEDICATION FOR JUNCTION CORPORATE LIMIT STATE OF ARIZONA > SS. BLOSSOM ROCK PHASE 1 COUNTY OF MARICOPA ) A REPLAT OF TRACT D AND PARCELS 10, 11 AND 13, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS KNOW ALL MEN BY THESE PRESENTS: DEVELOPMENT UNIT 2 RAY AVENUE - PHASE 1, RECORDED IN FEE NUMBER 2022- , PINAL SECTION 20, TI S, R8E z Wood,Patel&Associates, Inc. THAT THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, DOES HEREBY PUBLISH THIS FINAL PLAT FOR COUNTY RECORDS, (PCR), PARCELS 12, 14 AND 15, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS Uj W Civil Engineering "BLOSSOM ROCK PHASE 1", A REPLAT OF TRACT D AND PARCELS 10, 11 AND 13, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNITS 1 AND 2 IRONWOOD DRIVE - PHASE 1, RECORDED IN FEE NUMBER 2022- F N Water Resources Lan Survey DEVELOPMENT UNIT 2 RAY AVENUE- PHASE 1, RECORDED IN FEE NUMBER 2022- PINAL COUNTY RECORDS (PCR), PARCELS PCR AND TRACTS Q, R, V AND W AND PARCELS 8 AND 9, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION o Q Constr ction Management 12, 14 AND 15, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNITS 1 AND 2 IRONWOOD DRIVE- PHASE 1, RECORDED IN o FEE NUMBER 2022- PCR, AND TRACTS Q, R, V AND W AND PARCELS 8 AND 9 FINAL PLAT FOR INFRASTRUCTURE FOR VISTAS DEVELOPMENT UNIT 2 BLOSSOM ROCK TRAIL - PHASE 1 RECORDED IN FEE NUMBER o Q 602.335.8500 SUPERSTITION VISTAS DEVELOPMENT UNIT 2 BLOSSOM ROCK TRAIL- PHASE 1, RECORDED IN FEE NUMBER 2022- PCR AND A 2022- , PCR AND A PORTION OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE z � O www.woodpatel.com PORTION OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, APACHE JUNCTION, ARIZONA, AS SHOWN HEREON, GILA AND SALT RIVER MERIDIAN, APACHE JUNCTION, ARIZONAOf 0 AND HEREBY DECLARES THAT THIS PLAT SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS OF EACH OF THE LOTS, STREETS, TRACTS, PARCELS o AND EASEMENTS CONSTITUTING SAME, AND THAT EACH OF THE LOTS, STREETS, TRACTS, PARCELS AND EASEMENTS SHALL BE KNOWN BY THE NAME, OWNER DEVELOPER ENGINEER NUMBER, OR LETTER GIVEN TO IT RESPECTIVELY. -SITE VICINITY MAP STATE OF ARIZONA BROOKFIELD ASLD 8500 LLC WOOD, PATEL&ASSOCIATES, INC. THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, HEREBY DEDICATES AND CONVEYS TO THE CITY OF APACHE C/O ARIZONA STATE LAND DEPARTMENT 14646 N KIERLAND BLVD., SUITE 165 1630 SOUTH STAPLEY DRIVE - SUITE 219 NTS JUNCTION, IN FEE, ALL REAL PROPERTY DESIGNATED ON THIS PLAT AS "RIGHT-OF-WAY" OR"R/W" FOR USE AS PUBLIC RIGHT-OF-WAY. 1616 W ADAMS STREET SCOTTSDALE, ARIZONA 85254 MESA, ARIZONA 85204 PHOENIX, ARIZONA 85007 PHONE: 602-903-7506 PHONE: 480-834-3300 EASEMENTS ARE DEDICATED FOR THE PURPOSES SHOWN. PHONE: 602-542-2652 CONTACT: ERIC TUNE, P.E. CONTACT: DAN MATTHEWS, P.E. CONTACT: MARK EDELMAN OWNER HEREBY DEDICATES TO THE CITY OF APACHE JUNCTION FOR USE AS SUCH THE PUBLIC UTILITY AND FACILITY EASEMENTS, AS SHOWN ON THE RAY AVENUE SAID PLAT AND INCLUDED IN THE ABOVE DESCRIBED PREMISES. THE DEDICATION OF REAL PROPERTY MARKED AS STREETS ON THIS PLAT IS A APPROVALS DEDICATION TO THE CITY OF APACHE JUNCTION, IN FEE, FOR THE CITY'S USE AS PUBLIC RIGHT-OF-WAY. THE DEDICATION OF REAL PROPERTY MARKED AS PUBLIC UTILITY AND FACILITIES EASEMENTS IS A DEDICATION OF A PUBLIC UTILITY AND FACILITIES EASEMENT TO THE CITY, WITH SUCH DEDICATION NOTES (CONTINUED) INCLUDING THE FOLLOWING USES: TO CONSTRUCT, INSTALL,ACCESS, MAINTAIN, REPAIR, RECONSTRUCT, REPLACE, REMOVE, UTILITIES AND FACILITIES THIS FINAL PLAT HAS BEEN CHECKED FOR CONFORMANCE WITH THE REQUIREMENTS OF THE LAND (INCLUDING, BUT NOT LIMITED TO, WATER, WASTEWATER, GAS, ELECTRIC, STORM WATER, PIPES, CONDUIT, CABLES, AND SWITCHING EQUIPMENT), DEVELOPMENT CODE AND ANY OTHER APPLICABLE ORDINANCE AND REGULATIONS AND THAT ASSURANCES 3. NO STRUCTURES, EARTHWORK OR OTHER CONSTRUCTION WILL BE CARRIED OUT IN CONDUCTORS, CABLES, FIBER OPTICS, COMMUNICATION AND SIGNAL LINES, TRANSFORMERS, VAULTS, MANHOLES, CONDUITS, PIPES, AND CABLES, FIRE WILL BE PROVIDED PRIOR TO APPROVAL OF ALL RELATED IMPROVEMENT PLANS. DRAINAGE PATHS OR RETENTION BASINS AS SHOWN ON THE APPROVED IMPROVEMENT PLANS HYDRANTS, STREET LIGHTS, STREET PAVEMENT, CURBS, GUTTERS, SIDEWALKS, TRAFFIC SIGNALS, EQUIPMENT AND SIGNS, PUBLIC TRANSIT FACILITIES, AND, EXCEPT AS MAY BE APPROVED BY DEVELOPMENT SERVICES ENGINEER, FENCING WILL SHELTERS AND IMPROVEMENTS, LANDSCAPING, STORM DRAINAGE, WATER RETENTION AND DETENTION, FLOOD CONTROL, AND ALL APPURTENANCES TO ALL OF THE FOREGOING, AND ALL SIMILAR AND RELATED PURPOSES TO THE FORGOING, TOGETHER WITH THE RIGHT TO ALTER GROUND LEVEL BY CUT DEVELOPMENT SERVICES PRINCIPAL ENGINEER DATE BE LIMITED TO WIRE-STRAND BREAK-AWAY SECTIONS THAT CANNOT IMPEDE WATER FLOW OR COLLECT DEBRIS WHICH WOULD IMPEDE WATER FLOW. VEGETATION SHALL NOT BE OR FILL (PROVIDED THAT GROUND LEVEL SHALL NOT BE ALTERED IN A MANNER THAT CONFLICTS WITH THE OPERATION, MAINTENANCE, OR REPAIR OF O EXISTING UTILITY OR PUBLIC IMPROVEMENTS)AND THE UNRESTRICTED RIGHT OF VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS TO, FROM, AND PLANTED NOR ALLOWED TO GROW WITHIN DRAINAGE PATHS, EASEMENTS OR RETENTION ACROSS THE EASEMENT PROPERTY. ADDITIONALLY, THE CITY IS AUTHORIZED TO PERMIT OTHERS TO USE THE PUBLIC UTILITY AND FACILITY EASEMENT APPROVED BY THE COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA THIS DAY OF BASINS WHICH WOULD IMPEDE THE FLOW OF WATER. PROPERTY FOR ALL USES AND FACILITIES ALLOWED HEREIN. ALL OTHER EASEMENTS ARE HEREBY DEDICATED FOR THE PURPOSES SHOWN. UNLESS 4. MAINTENANCE OF THE DRAINAGE AREAS WITHIN THE TRACTS AND EASEMENTS SHALL BE THE APPROVED OTHERWISE BY THE CITY OF APACHE JUNCTION, ALL EASEMENTS CREATED BY THIS PLAT ARE PERPETUAL AND NONEXCLUSIVE EASEMENTS. 20_. AND THE CITY COUNCIL ACCEPTS THE RIGHTS-OF-WAY DEDICATED HEREIN ON BEHALF OF THE PUBLIC. THE SUBDIVIDER HAS PROVIDED A CERTIFICATE OF ASSURED WATER SUPPLY RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK AS REQUIRED BY ARIZONA REVISED STATUTES 45.576 OR EVIDENCE THAT THE AREA HAS BEEN DESIGNATED RESIDENTIAL ASSOCIATION,AS APPLICABLE, OR THE OWNER OF THE UNDERLYING LOT, TRACT OWNER HEREBY GRANTS TO THE CITY OF APACHE JUNCTION A PERMANENT, NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON ALL AREAS BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY. OR PARCEL. SHOULD THE ASSOCIATION NOT ADEQUATELY MAINTAIN THEM, THE GOVERNING DESIGNATED ON THIS PLAT AS SIGHT VEHICULAR TRIANGLE ("SVT") FOR THE PURPOSE OF ESTABLISHING AREAS WITHIN WHICH NO LANDSCAPING MAY BE ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS INSTALLED OTHER THAN GROUND COVER, FLOWERS AND GRANITE LESS THAN 3 FOOT(MATURE) IN HEIGHT,AND/OR TREES WITH BRANCHES NO LESS BY: ATTEST: LOCATED, AT ITS DISCRETION, MAY ENTER UPON AND MAINTAIN THE DRAINAGE AREAS, AND THAN 8 FEET ABOVE GROUND, WHICH TREES, IF ANY, MUST BE SPACED NOT LESS THAN 8 FEET A PART. MAYOR CITY CLERK CHARGE THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING LOT, TRACT, PARCEL W Q THE COST OF THE MAINTENANCE. TRACTS D, Q, R,V AND W AND PARCELS 8 AND 15 ARE NOT TO BE CONSTRUED TO BE DEDICATED TO THE PUBLIC OR CITY, BUT WILL BE DEEDED TO THE _ BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, FOR ITS USE AND ENJOYMENT AS MORE FULLY ACKNOWLEDGMENT 5. ALL TRACTS NOT DEDICATED TO THE CITY OF APACHE JUNCTION SHALL BE IMPROVED IN �- SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS AND SAID ORGANIZATION SHALL BE RESPONSIBLE FOR THE ACCORDANCE WITH THE APPROVED PLANS AND DEEDED TO THE BLOSSOM ROCK COMMUNITY STATE OF ARIZONA ) U o MAINTENANCE THEREOF. ) ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE,AFTER 0 i= COUNTY OF MARICOPA ) SS 0 RECORDATION OF THE PLAT. .I WITHOUT LIMITING IN ANY MANNER THE DEDICATIONS AND RIGHTS CREATED IN FAVOR OF THE CITY OF APACHE JUNCTION, ARIZONA BY THIS FINAL PLAT, F wI s THE COSTS OF PUBLIC INFRASTRUCTURE CONSTRUCTED OR INSTALLED IN THE RIGHTS OF WAY OR PUBLIC EASEMENTS OR IN TRACTS D, Q, R, V AND W THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF ,20 THE OVERHEAD UTILITY LINES ON OR ADJACENT TO THE SITE SHALL BE UNDERGROUNDED AS _, BY 6. OUTLINED IN § 1-$-6(K) RELOCATION OF OVERHEAD WIRES AND EQUIPMENT ZONING IF � v AND PARCELS 8 AND 15 ESTABLISHED BY THIS FINAL PLAT, TO THE EXTENT THAT IT IS COMPRISED OF CFD-ELIGIBLE IMPROVEMENTS, MAY BE FINANCED LISA ATKINS, COMMISSIONER OF THE ARIZONA STATE LAND DEPARTMENT, STATE OF ARIZONA, ON BEHALF THEREOF. CL WITH, AND BROOKFIELD ASLD 8500 LLC REIMBURSED BY, THE PROCEEDS OF BONDS ISSUED BY THE SUPERSTITION VISTAS COMMUNITY FACILITIES ORDINANCE,VOL. 11, APACHE JUNCTION CITY CODE. ALL EXISTING AND PROPOSED ONSITE O DISTRICT NO. 2 (CITY OF APACHE JUNCTION, ARIZONA), IN ACCORDANCE WITH THE TERMS OF THE DEVELOPMENT, FINANCING PARTICIPATION AND NOTARY PUBLIC OVERHEAD UTILITY LINES SHALL BE PLACED UNDERGROUND. F INTERGOVERNMENTAL AGREEMENT FOR SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 (CITY OF APACHE JUNCTION,ARIZONA), DATED AS OF OCTOBER 15, 2021, RECORDED IN THE OFFICE OF THE PINAL COUNTY, ARIZONA, RECORDER, AS FEE N0. 2021-131167, AS AMENDED FROM TIME TO MY COMMISSION EXPIRES 7. THE CITY OR ANY GOVERNING ENTITY HAVING JURISDICTION OVER THE FINAL PLAT SHALL HAVE THE RIGHT TO ENFORCE ALL NOTES SHOWN AND ASSOCIATED WITH THE FINAL PLAT ON TIME. THE HOMEOWNERS'ASSOCIATION OR ALL FUTURE OWNERS, ASSIGNS AND SUCCESSORS IN OWNER HEREBY GRANTS TO THE CITY OF APACHE JUNCTION AND THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 ("CFD")A ACKNOWLEDGMENT INTEREST AND/OR BENEFITING PROPERTIES. PERMANENT, NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON TRACTS D, Q, R, V AND W DESIGNATED ON THIS PLAT FOR THE PURPOSE OF 8. SHOULD THE HOMEOWNERS' ASSOCIATION NOT PAY PROPERTY TAXES ON ANY TRACT THEY PUBLIC USE AND ENJOYMENT; PROVIDED THAT THE CITY OF APACHE JUNCTION AND THE CFD SHALL HAVE NO OBLIGATION WHATSOEVER FOR STATE OF ARIZONA ) OWN WITHIN THE SUBDIVISION AT ANY TIME IN THE FUTURE AND LOSE THE PROPERTY INSTALLING, CONSTRUCTING, MAINTAINING, REPLACING, REPAIRING OR OPERATING SUCH TRACTS OR ANY IMPROVEMENTS OR LANDSCAPING WITHIN ) SS. THROUGH TAX FORECLOSURE OR FORFEITURE OR DISSOLVE, THE CITY OR THE GOVERNING SUCH TRACTS, AND SHALL HAVE NO OBLIGATION FOR ANY CLAIMS ARISING OUT OF ANY PRIVATE OR PUBLIC USE OF SUCH TRACTS, AND PROVIDED COUNTY OF MARICOPA ) ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS FURTHER THAT(1) OWNER HEREBY EXPRESSLY RESERVES FROM THE FOREGOING GRANT OF EASEMENT, TOGETHER WITH THE RIGHT TO TRANSFER THE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20_, BY LOCATED, SHALL ASSESS, LIEN, AND/OR COLLECT FROM ANY SUCCESSOR IN INTEREST SAME, THE RIGHT TO ENTER UPON, USE AND IMPROVE SUCH TRACTS, INCLUDING THE RIGHT TO INSTALL, MAINTAIN, REPAIR AND REPLACE SUCH AND/OR BENEFITING PROPERTIES THE COST OF MAINTENANCE OF ALL IMPROVEMENTS, IMPROVEMENTS AS IT OR ITS SUCCESSOR OR ASSIGNEE MAY FROM TIME TO TIME DEEM DESIRABLE, SUBJECT ONLY TO ORDINARY APPROVALS BY THE THE AND THE DRAINAGE FACILITIES, LANDSCAPING AND AMENITIES. CITY OF APACHE JUNCTION, WHICH ENTRY, USE AND IMPROVEMENTS SHALL NOT BE INCONSISTENT WITH,AND SHALL NOT UNREASONABLY INTERFERE WITH, THE FOREGOING EASEMENT, AND (II)ALL PERSONS AND ENTITIES EXERCISING THE FOREGOING EASEMENT RIGHTS SHALL AVOID ANY DAMAGE TO OF BROOKFIELD RESIDENTIAL(ARIZONA) LLC,A DELAWARE LIMITED LIABILITY COMPANY, 9, SIDEWALKS LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY THE SUCH TRACTS AND ANY IMPROVEMENTS LOCATED AT ANY TIME THEREIN, AND THE FOREGOING EASEMENT IS GRANTED ON THE CONDITION THAT ALL IN ITS CAPACITY AS MANAGER OF BROOKFIELD ASLD 8500 LLC,A DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF BLOSSOM ROCK COMMUNITY ALLIANCE UNLESS OTHERWISE SPECIFIED WITHIN THE PERSONS AND ENTITIES EXERCISING SUCH EASEMENT RIGHTS, OTHER THAN THE CITY OF APACHE JUNCTION AND THE CFD, SHALL HOLD THE CITY OF THEREOF. MAINTENANCE AND/OR DEVELOPMENT AGREEMENTS BETWEEN THE CITY AND THE APACHE JUNCTION HARMLESS FOR, FROM AND AGAINST ANY AND ALL DAMAGES, LIABILITIES OR EXPENSES WHICH MAY RESULT FROM THEIR EXERCISE DEVELOPER. OF THE FOREGOING EASEMENT RIGHTS. NOTARY PUBLIC 10. THE CITY OF APACHE JUNCTION IS NOT RESPONSIBLE FOR AND WILL NOT ACCEPT MY COMMISSION EXPIRES MAINTENANCE OF ANY PRIVATE PARKS, DRAINAGE FACILITIES OR LANDSCAPED AREAS WITHIN PARCELS 10, 11, 12, 13 AND 14 ARE RESERVED FOR FUTURE DEVELOPMENT. THE SUBDIVISION SHOWN HEREON. ALL TRACTS SHALL BE PRIVATELY OWNED AND MAINTAINED. EXCEPT AS EXPRESSLY SET FORTH IN THE APPLICABLE DECLARATION OF IN WITNESS WHEREOF: BASIS OF BEARING COVENANTS, CONDITIONS AND RESTRICTIONS (OR APPLICABLE SUPPLEMENTAL DECLARATION) WITH REGARD TO MAINTENANCE BY BLOSSOM ROCK COMMUNITY ALLIANCE, INC. OR BLOSSOM THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED THE BASIS OF BEARING IS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, ROCK RESIDENTIAL ASSOCIATION, INC., THE MAINTENANCE OF EASEMENT PREMISES SHOWN AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICER THIS RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, HAVING A BEARING OF NORTH 00 DEGREES 17 ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A SUBDIVISION LOT OR PARCEL IS THE MINUTES 01 SECONDS WEST. RESPONSIBILITY OF THE APPLICABLE LOT OR PARCEL OWNER, AND THE MAINTENANCE OF DAY OF 2022. EASEMENT PREMISES SHOWN ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A TRACT THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT FLOODPLAIN INFORMATION IS THE RESPONSIBILITY OF THE TRACT OWNER. SUBJECT PROPERTY LIES IN FLOOD ZONE "X"AND ZONE "A" PER FLOOD INSURANCE RATE MAP (FIRM) 11. PURSUANT TO SECTION 4.7.B.1 OF THE DEVELOPMENT AGREEMENT FOR SUPERSTITION VISTAS �p L AND PANEL NO. 04021CO200E DATED DECEMBER 4, 2021 AND FLOOD ZONE X(SHADED) PER LOMR 21-09-0194P BETWEEN THE CITY OF APACHE JUNCTION AND D.R. HORTON, INC., A DELAWARE \MArF� sG BY: EFFECTIVE DATE OCTOBER 22, 2021. OTHER AREAS OF FLOOD HAZARD ZONE "X" IS DESCRIBED AS: CORPORATION, DATED OCTOBER 28, 2021 AND RECORDED AS FEE NO. 2021 140530, OFFICIAL CO `� 23945 ° �G LISA ATKINS, COMMISSIONER "AREAS OF MINIMAL FLOOD HAZARD."SPECIAL FLOOD HAZARD AREA ZONE "A" IS DESCRIBED "WITHOUT RECORDS OF PINAL COUNTY, ARIZONA, DEVELOPER, AND ITS SUCCESSORS AND ASSIGNS BRIAN J. BASE FLOOD ELEVATION". OTHER AREAS OF FLOOD HAZARD ZONE "X" (SHADED) IS DESCRIBED AS: "0.2% (WHICH MAY INCLUDE BLOSSOM ROCK COMMUNITY ALLIANCE, INC., OR BLOSSOM ROCK a�f DIEHL,�O`� BROOKFIELD ASLD 8500, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, AS DEVELOPER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS RESIDENTIAL ASSOCIATION, INC.), SHALL MAINTAIN ANY AND ALL LANDSCAPING INSTALLED & ned SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICERS THIS THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE." WITHIN AND ADJACENT TO THE ROAD RIGHTS-OF-WAY WITHIN THE SUBDIVISION SHOWN ON A U P THIS PLAT. DAY OF 2022. AREAS WITHIN ZONE "A"WILL BE REMOVED UPON APPROVED LOMR APPLICATION. CERTIFICATION Ex Es 9-30-23 COMPLETED SURVEY FIELD BROOKFIELD ASLD 8500, LLC, A DELAWARE LIMITED LIABILITY COMPANY 1, BRIAN J. DIEHL, OF WOOD, PATEL&ASSOCIATES, INC. HEREBY CERTIFY THAT THIS PLAT IS A CORRECT WORK ON N/A NOTES REPRESENTATION OF ALL THE EXTERIOR BOUNDARIES OF LAND SURVEYED AND THE SUBDIVISION OF IT; THAT m CHECKED BY BY: BROOKFIELD RESIDENTIAL (ARIZONA) LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS MANAGER I HAVE PREPARED THE DESCRIPTION OF THE LAND SHOWN ON THE PLAT AND I HEREBY CERTIFY TO ITS GSR/BJD 1. THE MAINTENANCE OF LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY TO THE BACK OF CORRECTNESS AND THAT ALL TRACTS AND PARCELS ARE STAKED OR WILL BE STAKED AND ALL MONUMENTS CAD TECHNICIAN MJS/JKP CURB SHALL BE THE RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR ARE SET OR WILL BE SET WITHIN ONE (1)YEAR AFTER RECORDATION. ALE BY. BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE ABUTTING LOT, TRACT 1" = 30' OR PARCEL OWNER. DATE ITS: 7/5/2022 N JOB NUMBER 2. CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, REMOVABLE BR N . DIEHL WP 215255.02 CD FENCES AND DRIVEWAYS. REGISTERED LAND SURVEYOR #23945 SHEET BY: WOOD, PATEL&ASSOCIATES, INC. 1 OF 27 ITS: 1630 SOUTH STAPLEY DRIVE, SUITE 219 N MESA, ARIZONA 85204 N DESCRIPTION LEGEND PARCELS 8 AND 9, TRACTS Q, R, V AND W, FINAL PLAT FOR INFRASTRUCTURE SUPERSTITION VISTAS DEVELOPMENT UNIT 2 THENCE SOUTH 22046'24"WEST, A DISTANCE OF 36.50 FEET; CORNER OF THIS SUBDIVISION BLOSSOM ROCK TRAIL- PHASE 1, RECORDED IN FEE NUMBER , PINAL COUNTY RECORDS (PCR), PARCELS THENCE SOUTH 65053'12"WEST,A DISTANCE OF 17.34 FEET; A. SET MONUMENT W/RLS TAG OR CAP 10, 11 AND 13 AND TRACT D, FINAL PLAT FOR INFRASTRUCTURE SUPERSTITION VISTAS DEVELOPMENT UNIT 2 RAY AVENUE - THENCE SOUTH 24006'48" EAST, A DISTANCE OF 23.00 FEET; UNLESS OTHERWISE NOTED PHASE 1, RECORDED IN FEE NUMBER , PCR, PARCELS 12, 14 AND 15, FINAL PLAT FOR INFRASTRUCTURE THENCE NORTH 65053'12" EAST, A DISTANCE OF 12.13 FEET; O SURVEY MONUMENT FOUND AS NOTED SUPERSTITION VISTAS DEVELOPMENT UNITS 1 AND 2 IRONWOOD DRIVE- PHASE 1, RECORDED IN FEE NUMBER THENCE SOUTH 65019'37" EAST, A DISTANCE OF 37.61 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE; , PCR AND A PORTION OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER THENCE SOUTHERLY ALONG SAID NON-TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 966.50 FEET, CONCAVE OO CENTERLINE MONUMENTATION -SET BRASS CAP MERIDIAN, PINAL COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: WESTERLY, WHOSE RADIUS BEARS SOUTH 73027'34" WEST, THROUGH A CENTRAL ANGLE OF 45051'24", A DISTANCE OF FLUSH UPON COMPLETION OF PROJECT PER MAG Wood,Patel&Associates, Inc. 773.54 FEET, TO THE CURVES END; STANDARD DETAIL 120-1, TYPE "B" Civil Engineering COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 20, A 3-INCH PINAL COUNTY HIGHWAY DEPARTMENT PCHD THENCE SOUTH 29018'58"WEST, A DISTANCE OF 182.84 FEET; water Resources (PCHD) �# SHEET NUMBER s Survey BRASS CAP IN HANDHOLE, FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION, A 3-INCH PCHD BRASS CAP IN THENCE SOUTH 74018'58"WEST, A DISTANCE OF 35.36 FEET; Construction Management HANDHOLE, BEARS NORTH 00017'01"WEST(BASIS OF BEARING), A DISTANCE OF 2640.28 FEET; THENCE NORTH 60041'02"WEST,A DISTANCE OF 16.50 FEET; BC BRASS CAP 602.335.8500 THENCE ALONG THE WEST LINE OF SAID SECTION AND ALONG THE WEST RIGHT-OF-WAY LINE OF SAID RAY AVENUE, NORTH THENCE SOUTH 29018'58"WEST, A DISTANCE OF 23.00 FEET; BCH BRASS CAP IN HANDHOLE 00017'01"WEST, A DISTANCE OF 94.90 FEET, TO THE NORTHWEST CORNER OF SAID RAY AVENUE RIGHT-OF-WAY; THENCE SOUTH 60041'02" EAST, A DISTANCE OF 16.50 FEET; BK BOOK www.woodpatel.com THENCE LEAVING SAID WEST LINES, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF SAID RAY AVENUE, NORTH 89042'59" THENCE SOUTH 15041'02" EAST, A DISTANCE OF 35.36 FEET; DOC DOCUMENT EAST, A DISTANCE OF 65.00 FEET, TO THE SOUTHEAST CORNER OF SAID IRONWOOD DRIVE RIGHT-OF-WAY AND THE POINT THENCE SOUTH 29018'58"WEST, A DISTANCE OF 31.26 FEET, TO THE BEGINNING OF A CURVE; EX EXISTING OF BEGINNING; THENCE SOUTHWESTERLY ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, CONCAVE FD FOUND THENCE LEAVING SAID NORTH RIGHT-OF-WAY LINE, ALONG THE EAST RIGHT-OF-WAY LINE OF SAID IRONWOOD DRIVE, NORTHWESTERLY, THROUGH A CENTRAL ANGLE OF 31019'56", A DISTANCE OF 13.12 FEET, TO THE BEGINNING OF A GLO GENERAL LAND OFFICE NORTH 00017'01"WEST, A DISTANCE OF 2545.38 FEET, TO THE EAST-WEST MID-SECTION LINE OF SAID SECTION; REVERSE CURVE; ID IDENTIFICATION THENCE LEAVING SAID MID-SECTION LINE, CONTINUING NORTH 00017'35" WEST, A DISTANCE OF 52.97 FEET, TO THE THENCE SOUTHWESTERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE PCDPW PINAL COUNTY DEPARTMENT OF PUBLIC NORTHWEST CORNER OF SAID PARCEL 15; SOUTHEASTERLY, THROUGH A CENTRAL ANGLE OF 31019-56", A DISTANCE OF 13.12 FEET, TO THE CURVES END; WORKS THENCE LEAVING SAID EAST RIGHT-OF-WAY LINE, ALONG THE NORTHERLY LINE OF SAID PARCEL 15, NORTH 89042-25" EAST, THENCE SOUTH 29018'58"WEST, A DISTANCE OF 350.00 FEET, TO THE BEGINNING OF A CURVE; PCHD PINAL COUNTY HIGHWAY DEPARTMENT A DISTANCE OF 8.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE EASTERLY, THROUGH A PCR PINAL COUNTY RECORDS THENCE SOUTH 00017'35" EAST, A DISTANCE OF 52.97 FEET, TO SAID MID-SECTION LINE; CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE BEGINNING OF A REVERSE CURVE; PUFF PUBLIC UTILITY FACILITY EASEMENT THENCE LEAVING SAID MID-SECTION LINE, SOUTH 00017'01" EAST, A DISTANCE OF 6.19 FEET; THENCE SOUTHERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, CONCAVE WESTERLY, PG PAGE THENCE NORTH 89042'59" EAST, A DISTANCE OF 181.08 FEET, TO THE NORTHEAST CORNER OF SAID PARCEL 15; THROUGH A CENTRAL ANGLE OF 31019'56", A DISTANCE OF 13.12 FEET, TO THE CURVES END; POB POINT OF BEGINNING THENCE LEAVING SAID NORTHERLY LINE, ALONG THE EASTERLY PROLONGATION OF SAID NORTHERLY LINE, NORTH THENCE SOUTH 29018'58"WEST, A DISTANCE OF 116.20 FEET; R/W RIGHT-OF-WAY _ 89042'59" EAST, A DISTANCE OF 612.00 FEET; THENCE SOUTH 74018'58"WEST,A DISTANCE OF 35.36 FEET; RB REBAR THENCE LEAVING SAID PROLONGATION, NORTH 56039'14" EAST, A DISTANCE OF 49.58 FEET; THENCE NORTH 60041'02"WEST, A DISTANCE OF 16.50 FEET; SE SEWER EASEMENT \ THENCE NORTH 65053-12" EAST, A DISTANCE OF 2048.90 FEET, TO THE NORTHWEST CORNER OF SAID TRACT V; THENCE SOUTH 29018'58"WEST, A DISTANCE OF 23.00 FEET; SEC SECTION \ THENCE ALONG THE NORTHERLY LINE OF SAID TRACT V, NORTH 65053'12" EAST, A DISTANCE OF 172.00 FEET, TO THE THENCE SOUTH 60041'02" EAST, A DISTANCE OF 16.50 FEET; SVT SIGHT VEHICULAR TRIANGLE R/W LINE NORTHEAST CORNER OF SAID TRACT V; THENCE SOUTH 15041'02" EAST, A DISTANCE OF 35.36 FEET; VNAE VEHICULAR NON-ACCESS EASEMENT THENCE LEAVING SAID NORTHERLY LINE, ALONG THE EASTERLY LINE OF SAID TRACT V, SOUTH 24006'48" EAST, A DISTANCE THENCE SOUTH 29018'58"WEST, A DISTANCE OF 220.03 FEET, TO THE BEGINNING OF A CURVE; I \ OF 114.50 FEET, TO THE WESTERLY RIGHT-OF-WAY LINE OF BLOSSOM ROCK TRAIL - PHASE 1, RECORDED IN FEE NUMBER THENCE SOUTHERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 1033.50 FEET, CONCAVE EASTERLY, THROUGH BOUNDARY LINE A CENTRAL ANGLE OF 26041'02", A DISTANCE OF 481.32 FEET, TO THE BEGINNING OF A REVERSE CURVE; PARCEL/TRACT LINE - LOT LINE o I THENCE LEAVING SAID EASTERLY LINE, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, SOUTH 20°53'10" WEST, A DISTANCE THENCE SOUTHERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 265.00 FEET, CONCAVE WESTERLY, I c OF 35.36 FEET; THROUGH A CENTRAL ANGLE OF 09040'47", A DISTANCE OF 44.77 FEET, TO THE BEGINNING OF A REVERSE CURVE; - - SECTION LINE n I 8'x8' PUFE ' THENCE SOUTH 65053'12"WEST, A DISTANCE OF 16.50 FEET; THENCE SOUTHERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 265.00 FEET, CONCAVE EASTERLY, - - RIGHT-OF-WAY LINE THENCE SOUTH 24006'48" EAST,A DISTANCE OF 23.00 FEET; THROUGH A CENTRAL ANGLE OF 12030'40", A DISTANCE OF 57.87 FEET, TO THE CURVES END; - - EASEMENT LINE AS NOTED - - - - -I- - - - - - 7 THENCE NORTH 65053'12" EAST, A DISTANCE OF 16.50 FEET; THENCE SOUTH 00011'57" EAST, A DISTANCE OF 190.00 FEET, TO THE NORTHERLY RIGHT-OF-WAY LINE OF SAID RAY AVENUE; THENCE SOUTH 69006'48" EAST, A DISTANCE OF 35.36 FEET; THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY LINE, ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, CONTINUING SOUTH \ I 4' I 4' THENCE SOUTH 24006'48" EAST, A DISTANCE OF 121.54 FEET, TO THE BEGINNING OF A CURVE; 00011'57" EAST, A DISTANCE OF 20.00 FEET, FP1 FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION THENCE SOUTHERLY ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, CONCAVE WESTERLY, THROUGH THENCE SOUTH 44048'10"WEST, A DISTANCE OF 28.28 FEET; VISTAS DEVELOPMENT UNITS 1 AND 2 IRONWOOD DRIVE- \ L - + - _J A CENTRAL ANGLE OF 31019'56", A DISTANCE OF 13.12 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE SOUTH 89048'18"WEST,A DISTANCE OF 1465.53 FEET; PHASE 1, RECORDED IN FEE PCR THENCE SOUTHERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE EASTERLY, THENCE NORTH 45011'42"WEST, A DISTANCE OF 35.36 FEET; -IW THROUGH A CENTRAL ANGLE OF 31°19'56",A DISTANCE OF 13.12 FEET, TO THE CURVES END; THENCE NORTH 00011'42"WEST, A DISTANCE OF 15.00 FEET; FP2 FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION , , U) z THENCE SOUTH 24006'48" EAST A DISTANCE OF 510.00 FEET TO THE BEGINNING OF A CURVE; THENCE SOUTH 89048'18"WEST A DISTANCE OF 61.00 FEET; VISTAS DEVELOPMENT UNIT 2 BLOSSOM ROCK TRAIL- g X$ PUFE BOX DETAIL Q = o PHASE 1, RECORDED IN FEE PCR Of Q THENCE SOUTHEASTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE NORTHEASTERLY, THENCE SOUTH 00011'42" EAST, A DISTANCE OF 20.00 FEET; U o THROUGH A CENTRAL ANGLE OF 31°19'56",A DISTANCE OF 13.12 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE SOUTH 44048'18"WEST, A DISTANCE OF 28.28 FEET; FP3 FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION THENCE SOUTHEASTERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, CONCAVE THENCE SOUTH 89048'18"WEST,A DISTANCE OF 377.74 FEET; �- SOUTHWESTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE CURVES END; THENCE NORTH 00011'42"WEST, A DISTANCE OF 10.00 FEET; VISTAS DEVELOPMENT UNIT 2 RAY AVENUE- PHASE 1, J THENCE SOUTH 24006'48" EAST,A DISTANCE OF 100.47 FEET, TO THE BEGINNING OF A CURVE; THENCE SOUTH 89048'18"WEST, A DISTANCE OF 545.12 FEET; RECORDED IN FEE PCR THENCE SOUTHEASTERLY ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 966.50 FEET, CONCAVE THENCE NORTH 45014'22"WEST,A DISTANCE OF 28.31 FEET, TO THE POINT OF BEGINNING. W SOUTHWESTERLY THROUGH A CENTRAL ANGLE OF 03001'57" A DISTANCE OF 51.15 FEET TO A POINT OF INTERSECTION z O um O CL WITH ANON-TANGENT LINE; m = z � o H cn U Ule U I QLU w 0 co w Q W 0 co w Q W ¢ w Q > OFFSITE STREET � m - W � m � m - W � m � m - W co ' ... Enw � cn EDw zow inch zoW inw incn zoW C co C co N W REAR& REAR& REAR& ' REAR LOT LINE SIDE LOT LINE ( SIDE LOT LINE ( SIDE LOT LINE -94 Fj F �; 16' � � 16' Fj F � 16' 4' LOT LINE & LOT WALL 11.5' R/W& B/C R/W& B/C R/W& B/C TO PUFF 5 S/W 5 S/W 5 S/W 5 S/WW& B/C 5 SIDE 5 SIDE 5 SIDE 5 SIDE 5 SIDE 5 SIDE ' 5 SIDE 5 SIDE SETBACK SETBACK 13' SETBACK SETBACK 13' SETBACK SETBACK �.:m 13' SETBACK SETBACK 13' P.U.F.E. P.U.F.E. P.U.F.E. P.U.F.E. 22' SIDE YARD SETBACK 22' SIDE YARD SETBACK ' 22' SIDE YARD SETBACK ' 17' R/W TO LOT LINE 5 SIDE 5 SIDE 5 SIDE 5' SIDE SETBACK AGAINST STREET SETBACK SETBACK AGAINST STREET SETBACK AGAINST STREET 5' SIDE SETBACK ;. ' NOTE 3 7 ' NOTE 3 7 ' NOTE 3 7 ' NOTE 3 ENTRY TRACTS (NOTE 4) C� Cn LL C� LL t� U=- U�. LAND J: t W °�°6 W W zo °6 F'pp Ll j] i - LIF i G Lco -in - 1 ry CO V .,. .....::. . . . ... U) elf FRONT LOT LINE ¢ FRONT LOT LINE ¢ FRONT LOT LINE ¢ FRONT LOT LINE w O DIEHL,,O, J J J W O O O z fPs ned 13' FRONT 13' FRONT 13' FRONT 13' FRONT A U• P LOCAL STREET SETBACK(NOTES 1-2) LOCAL STREET SETBACK(NOTES 1-2) LOCAL STREET SETBACK(NOTES 1-2) LOCAL STREET SETBACK(NOTES 1-2) EX ES 9-30-23 NOTES NOTES NOTES NOTES COMPLETED SURVEY FIELD 1. 13' FROM PROPERTY LINE (BACK OF CURB) TO LIVING AREA OR SIDE 1. 13' FROM PROPERTY LINE (BACK OF CURB) TO LIVING AREA OR SIDE 1. 13' FROM PROPERTY LINE (BACK OF CURB) TO LIVING AREA OR SIDE 1. 13' FROM PROPERTY LINE (BACK OF CURB)TO LIVING AREA OR SIDE WORK ON N/A ENTRY GARAGE 20' FROM BACK OF SIDEWALK TO FACE OF GARAGE DOOR. ENTRY GARAGE 20' FROM BACK OF SIDEWALK TO FACE OF GARAGE DOOR. ENTRY GARAGE 20' FROM BACK OF SIDEWALK TO FACE OF GARAGE DOOR. ENTRY GARAGE 20' FROM BACK OF SIDEWALK TO FACE OF GARAGE DOOR. CHECKED BY 2. LOT MINIMUM WIDTH WILL BE ESTABLISHED AT 13' FROM BACK OF CURB. 2. LOT MINIMUM WIDTH WILL BE ESTABLISHED AT 13' FROM BACK OF CURB. 2. LOT MINIMUM WIDTH WILL BE ESTABLISHED AT 13' FROM BACK OF CURB. 2. LOT MINIMUM WIDTH WILL BE ESTABLISHED AT 13' FROM BACK OF CURB. _q GSR/BJD 3. 8'W X 8' D EASEMENT, CENTERED ON LOT LINE FOR UTILITY 3. 8'W X 8' D EASEMENT, CENTERED ON LOT LINE FOR UTILITY 3. 8'W X 8' D EASEMENT, CENTERED ON LOT LINE FOR UTILITY 3. 8'W X 8' D EASEMENT, CENTERED ON LOT LINE FOR UTILITY LL CAD TECHNICIAN N MJS/JKP APPURTENANCE TO BE ESTABLISHED BASED ON DRY UTILITY DESIGN. SRP APPURTENANCE TO BE ESTABLISHED BASED ON DRY UTILITY DESIGN. SRP APPURTENANCE TO BE ESTABLISHED BASED ON DRY UTILITY DESIGN. SRP APPURTENANCE TO BE ESTABLISHED BASED ON DRY UTILITY DESIGN. SRP SCALE TRANSFORMERS TO BE LOCATED BETWEEN DRIVEWAYS ONLY. TRANSFORMERS TO BE LOCATED BETWEEN DRIVEWAYS ONLY. TRANSFORMERS TO BE LOCATED BETWEEN DRIVEWAYS ONLY. TRANSFORMERS TO BE LOCATED BETWEEN DRIVEWAYS ONLY. NTS 4. NO GARAGE ENTRY FROM SIDE STREET. DATE 7/5/2022 JOB NUMBER TYPICAL LOT SETBACK DETAIL TYPICAL LOT SETBACK DETAIL TYPICAL LOT SETBACK DETAIL TYPICAL LOT SETBACK DETAIL AT ENTRY STREET N WP 215255.02 50'XI25' FRONT LOADED 60'XI35' FRONT LOADED 70'XI35' FRONT LOADED N.T.S SHEET C ) C ) C ) 2 OF 27 0 N.T.S N.T.S N.T.S o m N SITE MAP LINE TABLE SITE MAP LINE TABLE SITE MAP CURVE TABLE (THIS SHEET ONLY) (THIS SHEET ONLY) (THIS SHEET ONLY) LINE BEARING DISTANCE LINE BEARING DISTANCE CURVE DELTA RADIUS ARC CHORD BEARING CHORD WARNER AVENUE (ALIGNMENT) L1 S89042'59"W 65.00' L23 S29018'58"W 23.00' C1 31019'56" 24.00' 13.12' N08026'50"W 12.96' N89047'05"E 2643.91, N89046'52"E 2645.30' NORTHWEST CORNER NORTH 1/4 CORNER NORTHEAST CORNER L2 N00017'35"W 52.97' L24 S60°41'02"E 16.50' C2 31°19'56" 24.00' 13.12' S08°26'50"E 12.96' SECTION 20,T1S, R8E SECTION 20, T1S, R8E SECTION 20, T1S, R8E FD 3" PCDPW BCH FD 21/2"GLO BC FD 21/2"GLO BC L3 N89042'25"E 8.00' L25 S15041'02"E 35.36' C3 31°19'56" 24.00' 13.12' S39046'46"E 12.96' I (PINAL COUNTY DEPT OF PUBLIC WORKS) 1.0' UP Wood,Patel&Associates, Inc. Civil Engineering L4 S00017'35"E 52.97' L26 S29018'58"W 31.26' C4 31019'56" 24.00' 13.12' N39046'46"W 12.96' I water Resources Land Survey L5 S00017'01"E 6.19' L27 I S29°18'58"W 116.20' C5 3001'57" 966.50' 51.15' N22035'50"W 51.15' JL Construction Management I I 602.335.8500 L6 N56039'14"E 49.58' L28 S74018'58"W 35.36' C6 45051'24" 966.50' 773.54' N06023'16"E 753.06' L7 DETAIL C I www.woodpatel.com L7 S24006'48"E 114.50' L29 N60041'02"W 16.50' C7 31°19'56" 24.00' 13.12' N44058'56"E 12.96' I N �� -� \ THIS SHEET L8 S20053'10"W 35.36' L30 S29018'58"W 23.00' C8 31019'56" 24.00' 13.12' S44058'56"W 12.96' \ I co Q 1 � N L9 S65053'12"W 16.50' L31 S60°41'02"E 16.50' C9 31°19'56" 24.00' 13.12' S13°39'00"W 12.96' • w o� LO L10 S24 06 48 E 23.00 L32 S15 4102E 35.36 C10 31 19 56 24.00 13.12 N 13 39 00 E 12.96 I o o CD I L11 N65053'12"E 16.50' L33 S29018'58"W 220.03' C11 26041'02" 1033.50' 481.32' S15058'27"W 476.98' N65°�s N2 Qp,SS / �� 8 bsl 2 4 �� z I o 00 00 L12 S69006'48"E 35.36' L34 S00011'57"E 190.00, C12 9040'47" 265.00' 44.77' N07028'19"E 44.72' s L13 S24006'48"E 121.54' L35 S00011'57E 20.00' C13 12030'40" 265.00' 57.87' S06003'23"W 57.75' ! Horz. 1 in. = 200 ft. 'A soCP 00 0 SSO �O S02 ' 7 DETAIL D I L14 S24 0648E 100.47 L36 S44 4810 W 28.28 THIS SHEET L15 S22046'24"W 36.50' L37 N45011'42"W 35.36' �, 5 o`s �.1P�� �p 5� DETAIL B o i �Og SOp I< � �G Opp L16 S65 5312 W 17.34 L38 N00 1142 W 15.00 THIS SHEET �, o J NER WEST 1/4 CORNER Nr�(�P\� rn R6$ `�p �'� o s, �'' ��6 SECT ON 20,T1 EAST 1/4 S, R8E L17 S24°06'48"E 23.00' L39 S89°48'18"W 61.00' DETAIL C SECTION 20, T1S, R8E �0S(G 6 y �o g1g �s o S�5 \ FD 21/2"GLO BC I _ FD 3"PCHD BCH GG rn �' 1 �' �, `r SCALE: 1 -50 �r Q �6 -Y �` �� / <s 1 1.3'UP L18 N65053'12"E 12.13' L40 S00011'42"E 20.00' CO141,2 L6 �. �, 1. G �, N89°42'59"E 793.08' r, `J� i I s rn o2 �- S20 L19 S65019'37"E 37.61' L41 S44048'18"W 28.28' r, o PPSS �s i L20 S29018'58"W 182.84' L42 N00°11'42"W 10.00, \ `r' ° I 17GOLDEN ORE PASS �6, Q i L21 S74 18 58 W 35.36 L43 N45 14 22 W 28.31 L11 \` `� 3D6 L22 N60041'02"W 16.50' L44 S89048'03"W 44.50' - - - - - a' 20 �' S a `� \ov 5 s ``-' Q �, �' RP / 307 I 5 TRACT S L I 21 ( TRACT F s � 8 Q TRACT G �p\.�ti 2�9 �, �, �0 3�8 32a D �, 309 ''' I O M oo r Co Ln d J•/ Q 52 2 `3ti b I > W POB L3 DETAIL B O ¢ M M N N N N N N Q 3 p1 0 h ry 23 APPROXIMATE �� �vON g i �, 3 3� ,f' v U) z DETAIL A SCALE: 1 -50 ° FLOOD ZONE X 280 �5 ,� v� �6 O ��, ��`� moo"' 310 I Q Q o L1 SCALE: 1"-50' I z = - J.WALTZ WAY- - LIMIT �-, �6, `� 11 �� �, 3S3 3 30 �r-�,y tiry 17 s `�`� ? N M � � o r oo rn o N co d ems' �cp 2a1 22$ �c9 0 �� `��� czj"�`� ����<C` �ry c� tom, Z 0 311 IJ M M M M M M M M d- d- d' \ pcJ lJ tp (y 3 ( U O LLJ J J tJ Q• c9 / ��� 12 pP g R3 Q ♦ � 313 d C1 I r 6' �� 2 �� �, 1 rn L5 co � i Lo �� cc d \0G I' r� �� �� 16 "� �h I -� SOUTHWEST CORNER C2 � I 1 o �� � �, � 0 31 �u SECTION 20, T1 S, R8E J - - �'� o Zg2 pg6 PGA 0 �� on, 4 i� C W RIDGE ROAD . - ,� �R �,°` �,"� 3/ J� I ¢ FD 3"PCHD BCH I �, cn_, APPROXIMATE h� M� o S �� CL POC N CO- d ic> m � o� " N co d- �Al �'� 203 FLOOD ZONE X �g5 z� �' "' �D 3r6 ��, �p O ¢ . co cm co cm cm m r r r- r � Q LIMIT �' �`� �"� ` Q ( m I I APPROXIMATE 1 rn �3� �j s�6, s Q, 4) 9 FLOOD ZONE A L22 Cn rn w rn 0-) � LIMIT coo Nm m C) M oro � EPS 303 �j, [k33 �� � 3 w I � 0 93 oh _ C3 DETAIL D - _ oi\o 000 0 0 �� c''o� �� 02 z� moo `� 3g °' 22 SCALE: 1"=50' 2� C9 ¢ � -TREASURE TRAIL 0 30 o Q 2 _ 1 0 1760 I F, I � o � rn o s 3 6 L23 C10 Q o o ¢. 126 0 0 0 0 30S SOD s o�, 91 �'6 361 W C4 \ W I rn rn rn o rn rn z o 127 o / �o i 21 0`�0 369 3 Q = w Q o o �vN ,�59 p03 o c9 S 3� 6� oo �- DETAIL E of z 128 _ i QPS 3 0 / 't M CV 0 6� CO r U C M J LO M �� 00\.� J 0 `�� P\-�P j d' 63 �h THIS SHEET 129 j � �6 � � � W s p02 i P 6, N 36 � I N m 10h v<y vcy 0 SADDLE RUN- - - 14 s 62 w �, o'? `c, ��' 36S ry^v co C7 � o r oo rn o T d- co147 � c� c�N N N N d- mil' �I- mil- ter' J Q 20 ` Cj 77 F--1 01 148 DETAIL E 13 m 149 rn 232 �� 3a0 �' o Ci8 - I I- - CA 1 `� 00 Z . SCALE: 1 -50 L29 Q 150 1' o t° 231 0�� g O\�� o V28 PARCEL 14 � � � � �� 3� �MPN�GGME / 170511 L30 TRACT C �, r'� 229 L44 _ � r, �� PARCEL 8 I Q DETAIL G - L31 172 I 241 O DETAIL F r, DETAIL F PARCEL 12 ��, `r's rn ENE �M THIS SHEET SCALE: 1 -50' SCALE: 1"-50' I 173 I I 242 X� ac, Q / GG�OS v �16 L35 I I 174 I I 243 L17 �`�� ID z 175 244 18 �� 0 479 CDI w J 176 245 PARCEL 9 SOUTH 1/4 CORNER °�° � 177 Q 246 219 `� I L18 SECTION 20,T1S, R8E o L38 I o � FD � J 21/2"GLO BC J L39 178 I I 247 218 Q 1.0'UP m I 0 179 ICI 248 217 �� I bo 0 180 v 249 216 AA /� I v� DETAIL H o c� 0° > Q,�� L ANp s d- 181 250 215 oN o 0 0 SCALE: 1"=50' I N 23 182 251 214 __ A�, �����FtcarF�o G� ¢ 206 201 ¢ CO 23945 G o PARCEL 13 PARCEL 11 I 183 252 213 MI I - rn I � I I = BRIAN J. 0 I 184 I 253 212 �I 207 200 I C12 ,-.a I a� DIEHL,�s`r Z 185 I 254 211 208 199 o PARCEL 10 fPS. ned o' I 186 255 19 210 209 198 0° APPROXIMATE C13 I A,U P DETAIL A FREMONT PASS - - FLOOD ZONE X APPROXIMATE Ex ES 9-30-23 I THIS SHEET LIMIT co FLOOD ZONE X I r 00 M O N M LO to r J (SHADED) LIMIT COMPLETED SURVEY FIELD TRACT D °° °° °° 6' 6' 6' 6' a' 6' 6' I WORK ON N/A / POB / DETAIL G L42 1 THIS SHEET CHECKED BY GSR/BJD S89048'18"W 545.12' o S89048'18"W 377.74' ° S89048'18"W 1465.53' ° LL CAD TECHNICIAN N89 4818E 2643.78 / \ N89 4659E 2643.36 MJS/JKP SCN SOUTHWEST CORNER RAY AVENUE SOUTH 1/4 CORNER SOUTHEAST CORNER ALE 1" =200' SECTION 20, T1S, R8E SECTION 20,T1S, R8E SECTION 20,T1S, R8E DATE FD 3"PCHD BCH DETAIL H FD 2 1/2"GLO BC FD 2 1/2"GLO BC LO 7/5/2022 POC THIS SHEET 1.0' UP 1.0' UP N JOB NUMBER N WP 215255.02 Y SHEET U O E 3 OF 27 0 0 m N CI ( 4� r CO I C'4 L1 W M oI Z O o U) o UNSUBDIVIDED Wood,Patel&Associates, Inc. I c; -j ARIZONA STATE LAND DEPARTMENT LO Civil Engineering Water Resources Land Survey Construction Management N89042'59"E 65.00' - - - L3 N89042'59"E 793.08' 602.335.8500 181.08' 1 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 67.00' 32.00' www.woodpatel.com I WEST 1/4 CORNER I 16' 16' SECTION 20,T1S, R8E 1'VNAE FD 3" PCHD BCH 13' PUFE -R/W R r- 65' R/W I I I o o ( W PER FP1 ( z z o z z z z o 0 o a I o o I I o - o o � O V V C5 6 5 2 1 ( ' o 11 10 9 8 7 = 4 3 _ I � of N N N N N N N CSt I 02 CD CDp O O CD CD O 1 �'� LU U- 16' 16' I 1'VNAE � � R/W R/W L=3.05' - - - - - - - - - - -35.5� I / -F1 - - - - -F1 L=12.66' / 47.00' - T 50.00' - - 50.00' - - 50.00' - - 50.00' - - 50.00' - - 50.00' - -50.00' - - 50.00' - _ 50.00' 47.00' `0 LDEN ORE PASS S89°42'59"W 544.00' 538.00' ry 21.61' S89042'59"W 559.61' zo ry S890 42 59 W 502.00 47.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 105.00' 0 soh o 0 �s J I I'- 16' 11' W 16' 16' _LU 34.46 R/W R/W 0 I W 1 RIW RAW o 20 'o � �- z LO 13' PUFE z z z z o z 1 1 Q H I I o 0 0 0 0 o :� 13'PUFE Q I 0 12 13 14 15 16 17 18 19 U o LO PO PO Q ( CD o o 6 0 0 o cNs, S$9042'59"W 125.00' I W I O o 0 0 0 0 0 M Q �J 11 ( W I O w p I W I o of � I I I o 21 IItt � W O - v - W m ooao 1 _ o o I I O O Z N N N W PARCEL 15 ( � ( I S89°42'59"W 542.00' 1 � � 1 I C° I ao I o 0 0 l 67.00' 50.00' 50.00' 50.00' 50.00 50.00 50.00 50.00' 125.00 I o o O M ti ti ( 1 ci I 1 ~ ~ r ° ° LO O CD CD Q I N O O CDp Z in Z I Z Z Z I O I o � I 22 I a 1 � � I o II N . � o 1 1 I Z z ( I I c z � I z 1 � z z z z z o 0 0 O 0 ( p O O O O v -J 0 > 1 0 ° > � I I - - 0 0 0 ~0 0 0 0 o S89°42'59"W 125.00' o N Z I 31 30 29 28 27 26 25 24 N N 13' PUFE I 00 N N N N N C37 Cn CD (~ CS7 C.S C3i O O O I CD Z 1 I I I I 13'PUFE o 0 0 0 I I �' y ( ) � PUFE w 23 16' 16' TYP R/W R/W a SEE DETAIL 0- 16' 11' 31.13' &-) SHEET 2 R/W R/W 13' PUFF I I '?O,,\ / T \ - - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - - - - - - - ( �9 47.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 105.00' �/& T S89042'59"W 502.00' I l ( J. WALTZ WAY - - - - - ry- - - - 538.00' � 109.52' �1 S890 42 59 W 647.52' L=12.66' -& S89042'59"W 544.00' 47.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 47.00' CN o 00 1 - - - - - - - - - - LA ND LT LT Uj 1'VNAE I „� 35.15' ��,Q'����FtcarF `rG I--- o � 16' 16' `� 23945 rn M 9 B I J. I 1 20'SE I ' R/W R/W M a� DIEHL�vO� fP 0 30 60 I PER FP1 zo z o z o 0 z 0 o z < ' 1 I S ned o o P ° 1 �' 1 1 AU 1 0 o ~ CD o O O o 0 0 -D Horz. 1 in. = 30 ft. I N 32 33 34 35 36 37 38 39 40 41 42 ( t � o EX ES 9-30-23 m o o ' 65' R/W ( 0 1N Cn " N H WORK ONCOMPLETED SURVEY FIELD LEGEND Fo o 0 0 � C o I - C)o o o I o W CHECKED BY PER FP10 ( o l o o l t GSR/BJD (SEE SHEET 2) 1 z ( I I z g I I CAD TECHNICIAN I N MJS/JKP ALE 13' PUFE 1" = 30' 1� VNAE I DATE ( 7/5/2022 S890450.00"V 567.00' I I 16' 16' I N JOB NUMBER 50.00' 50.00' 50.00' 50.00' 50.00, 50.00' 50.00' 50.00' 50.00' 50.00' 67.00' I R/W R/W N WP 215255.02 _ _ Y SHEET 0 SHEET 9 SKEET 9 0 4 OF 27 0 m N P� UNSUBDIVIDED ARIZONA STATE LAND DEPARTMENT 49 58 N65053'12"E 2220.90' N56°3914 E 60.00' 60.00' 60.00' 60.00' 60.00' 101.00, ,: J 117.08' J16' 16' Wood,Patel&Associates, Inc. D / 13.00' 1'VNAE 13' PUFE R/W R/W 13' PUFE Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 � N N ' I I t , www.woodpateLcom / � I� �, I Z W� 476 H 0 °° 256 0 o TRACT F 261 260 259 258 257Cz I ti o , W o c�i, o w o ' /c, )28 '�z , o LEGEND M � o W �1 (SEE SHEET 2) ! � U , W N "- 34.52' "- rQ °� R/o 1�I 10� 37.63' a Gam, W R/Vy / �/ ` � - - 1VNAE- - - - - - - - - - - - - - - - - - - - -/ gJ� -' RIWRIW `?3 �_ - - - - Ell 31.86' 60.00' 60.00' 60.00' 60.00' 60.00' - __--- L6 59.98' �00 L73 �ryo 76.06 L53 - - - - - - - - - - - - - - - - C 727 � � N65053'12"E 391.84' GOLDEN ORE PASS � � 6, 13'PUE N65053'12"E 669.06' � � 26 N65053'12"E 2211.26' �\-35 418.86' 60.00' 651.08' r 33 _ N65053'12"E 388.86' _ _ _ _ _ L80 N65053'12"E 585.08' � t27.68, C2531.86' 60.00' 60.00' 60.00' 60.00' 60.00' - - - 57.00' c 75.50' - - - - - - - - - - - - - - - - - - - - - L68 - - - - ----\ 00 �6j G`� 13' PUFE 3� �c�h _-- -- - L54 ___ 40, 1'VNAE ° �' s 31.43' 0- // � 10' 10' / \ 10' 10' / R/W R/W 33 SVT R/W R/W 13 PUFF 1 / N z z Z 13' PUFE z P N Z N N IV ° N ' C) ° Z O° Cp O Off) �° o O O N M 262 263 264 265 � 266 267 H 475 ' W 11 � to Q o c� 5 Q 0 30 60 o o o 1 1 N 1 1 o J Q �/� o 6 0 0 C, o o � I � Ile o �� / o 0 ° / Horz. 1 in. = 30 ft. 1C 1 Q 0 W ' CD CD CL izl] 1N) 1 1 NI ' to 0 CD/ N65053'12"E 60.00' 4 � N65°53'12"E 490.08' ' `_ / bo oo U O w u / TRACT G � 60.00' 60.00' 60.00' 60.00' 60.00' 77.00' N 95.50' m 't E 1 z to � 1 1 CD z o N � o _ 1 1 1 1 _ o 30.32' QJ rn l N P � P P � O o P Vc�� `\ 273 272 271 270 269 268 o M 461 oco 02 ' w oCD w \ \ o 0 0 � `= 13' PUFE _ _ 13' PUFE o 1f_ 'VNAE 110, 10, 1 1 1 ' 10' 10' 10s2 i8s2 `\� PUFE (TYP) w R/W R/W 33 SVT R/W R/W\ _ ' SEE DETAIL �39 9 425 8 `� \ SHEET 2 M 31.43, 35.40' M ,/, _ °4269„ 4�52' ` TL .5�� V/ OOc9 - �3 - - - - - - - - - - - - _L65 _ ��' �, 13' PUFE �, \-- L57 - 3 � _ 57.00' �� `�'' L77 �'o �s0 75.50' _ - 24.98 60.00 60.00 _ _60.00 60.00 60_00` - o 0 C23 - - - - - - N65053'12"E 381.98'- - - - - - o o N65°53'12'E 585.08' - - 02 - - 411.98' - - 60.00' 651.08' 00 co ��� 7�v / 48 C22 N65 5312E 1123.06 J. WALTZ WAY �' �, o ro o �' _ Nt02 �/ L 58.93 _ - - - - - - -N65°53'12"E 381.98' - - - - - - - +- - N N N65053'12"E 585.08' - - -� ` -3 L=3 3.0 2' 26.98' 60.00' 60.00' 60.00' 60.00' - -115.00'_ __ Z Gti'� L61 c�0 Z ��, __--- __--- 115.00' -" 0 0 43 L64- - ""\ OO6r 00 13'PUFE �• ��� 158- - - - - - - Uj 35.40 R/W R/W �c�`1. l6 R/W R/W 31.43 ND O � c L.A o "' / 33'SVT ` / m ' �Q' FtcarF `rG 44 o 13' PUFE 1.,_ ( 1 1 �O ��� �G �3, N M N CO 23945 rn 279 l 0 1 1 0 l 455 � w BRIAN J. M co � N N N C) o rn - W W Of DIEHL,�O`°� O ° LO o' ° LO °N 45 o rn rn ° ° 0 N rn N � S. ned...... 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C2 C) CD z C14 C2 z CD 1 10' 1 10' 10, 10, 1 Uj Uj R/W R/W 33'SVT i � � R/W R/W I 31.43'- A 35.40' 0- C- L92 13'PUF-E '4D L82 74.50' 74.50' 74.50' 74.50' 74.50' 74.50' 74.50' 71.50' L'YL95 72.91' J-4 N65053'12"E 669.06' N65053'12f'E 733.82'7F GOLDEN ORE PASS 000, 651.08' 75.00' 60.00' 75.00' N6505312ffE 2211.26f 0, - -N65053'12"E 585.08' - 0� N65053'12"E 148.00'78.50' 78.50' 78.50' 78.50' 80.58' 115.00' - - I? 1119 "' 1119 L100 U- Ui 11 I 1 61 Uj LU 27.46' U- U- 16' 11' / 25,37'--,)/ R 33.30'- R/W /W R/W R/W I I I 13'PUFE 13'PUFE z Lq 13f PUFE LO 469 C) po 0 N3 P- -P, C�' 0 0 02 co 0 0 CD L6 F� M 4N. a2 C CD 02 O� 09 ti 474 P.- 473 -P-1 472 02 471 470 60 02 02 :!:r CD < co C-� CD U) CD �C-1 0 C:� 0 Mo CD "zi- CD o U) C.0C> C> CD C:> C�' CD C� C� < N65053'12"E 135.00' ;;!� co C> co 0 co C> 0 F-- C4 z (0 C.0 �=> C>C> C> 0 0 C-� 0 w "It -r �D CVC) CV CD z C13 z U) ) 6 z U) < co TRACT U 0 < o- N6505312E 490.08 Fb um 468 C� 78.50' 78.50' 78.50' 78.50' 80.58' 0i C,C6 I- 0 U II N 04 1 I I -co 7t 4 1 co C> 0 N65053'12"E 135.00' Q o CV 1- z "4 LO z ED 00 0 C) L0 0 (32 0 0 CID Q0 I.P. C) C) CD hil II 4�: 0 ce C32 -P, co 00 4� 02 02 __j 462 02 463 464 465 466 :71 co ZD C:p C> 0 LO CD -'t CD C2 CD " U') 13'PUFE CD C? co Uj L C� 0 30 60 C? 467 11' 16' 1 PUFE(TYP) Uj - SEE DETAIL 16' 11' I R/W R/W Horz. 1 in. = 30 ft. SHEET 30.73' R/W R/W Fl- 78.50' 78.50' 78.50' 78.50' 80.58' 115.00' - -.L--- - - - - - - - - - - LEGEND N65053'12"E 585.08' *F32 J. WALTZ WAY 651.08' (SEE SHEET 2) Q N65053'12'fE 1123.06' N65053'12"E 585.08' F--> C� 71.04' 71.00' 71.00' 71.00' 71.04' 115.00' <& 0 33.58' U- U- 13f PLIFE 16' L A/VD 16' _1 1' R/W R/W z- R/W R/W 23945 rn Fb z" BRIAN J 0') 447 -< '0 DIEHL CD I CD co CD 0 0 0 4� CID 2 ned � 0 C> 4�, O� C) C M C:> Lq CR C'� Ln �u 02 02 O� w co A, P� -p� P. C� C�- co 456 02 457 02 458 459 460 00 :!1- WM 7T :5- CD co co 0 C> C:p 13f PLIFE )-23 0 0 1 13'PUFE z Cn Cn Cn C) C:2 C/) 6 6 6 C2 Cf) COMPLETED SURVEY FIELD C2 C2 C> N65053'12"E 135.00' 16' 11' 11' 16' WORK ON N/A I CHECKED BY I R/W R/W R/W R/W GSR/BJD '/w j LL SHEET 11 SHEET 12 CAD TECHNICIAN SHEET 12 MJS/JKP SCALE 30' DATE C> z::> 7/5/2022 N65053'12"E 355.08' 71.04' JOB NUMBER.' 71.00' 71.00' 71.00' 71.04' WP 215255.02 7H7ET 11 SHEET of E 6 OF 27 UNSUBDIVIDED ARIZONA STATE LAND DEPARTMENT N65053'12"E 2220.90' 1 73.50' 73.50' 73.50' 73.50' 73.50' 73.50' Wood,Patel&Associates, Inc. Civil Engineering Water Resources and Survey Construction Management 602.335.8500 4�- zC4D. P` N0 20 N 11� www.woodpate.com 0 Q 4 7 P P 0 C) 0 C32 0 0 C) C) C> M 0� 0� O> -0. M C>_P: M -P -0:1 02 _P: 00 02 02 02 Oq 486 487 488 489 OR 490 491 Icn CD Cn O C2 CD C:;' 6 C� C� C2 C2 O IUj LU U- U- N 73.50' 73.50' 73.50' 73.50' 73.50' 73.50' - GOLDEN ORE PASS N65053'12"E 733.82' - �0 724.82' N65053'12"E 2211.26' N65053'12"E 652.82' 115.00' 78.82' 77.00' 77.00' 77.00' C/ 001 1�3s Uj Uj 36.29' uj- U- U- n n ND P. NJ, 0 r� C� C:) 0 0 Cf) 502 LO C) C) rA �2 C�) 4:�- 4� O� A C2 02 4h- CD U? 02 02 LU r1i r, LO LO = n9i L6 co 02 13' PUFE 00 't 501 C 500 CCD 499 498 mM U- C U) < C/) C2 o C� < C) M I N65053'12"E 135.00' cli 0 0 �0 C) 0 't O w () z U) < CL CD N65053'12"E 557.82' 0 < 503 C� um -j M r-- 78.82' 77.00' 77.00' 77.00' M 1 M N65053'12"E 135.00' PQ 4�, 0 CA Cf) cf) N) 0 0 P, CD C) 02 0 02 0') -p� CD -ram17) 02 -P�: 0�1 co ni 13' PUFE C� ce rfi M LO �2 505 506 w 507 w 508 � o �u lx� CD N LO 80 C? 0 "zr C�' LO C2 504 (=> 0 Nt C/) Uj PUFE(TYP) Uj U- SEE DETAIL U- SHEET2 33.58' L? F] LEGEND 115.00' 78.82' 77.00' 77.00' N 77.00' (SEE SHEET 2) 65053'12"E 652.82' L J. WALTZ WAY N65053'12"E 724.82' N65053'12"E 652.82' 115.00, 78.82' 77.00' 77.00' 77.00' TJ- Uj Uj LAND ZD EO LQ I CA C) CO 23945 rn 0 30 60 519 CD 0 BRIAN J. r� 16 11 �-> Cn Cn Cn Cn a�fPDIEHL C') C) N) N) C14 C) L6 Pl� 4�� 0 0 Lq �2 0 C:) ned LO CD M 02 co LU 17) 4�- 4�: 4� A, OR OR 00 518 m517 C2516 515 Horz. 1 in. 30 ft. co niCD rfi C> U. C14 0 0C EX EIS 9-30-23 10-7 Nt 13' PUFE Cn C) C? C2 COMPLETED SURVEY FIELD N65053'12"E 135.00' WORKONHECKED BY N/A C GSR/BJD LL CAD TECHNICIAN SHEET 12 N MJS/JKP SrALE C� 30N 6' ' DATE N65053'12"E 557.82' 7/5/2022 JOB NUMBER L-78.82' 77.00' 77.00' 77.00' WP 215255.02 CD SHEET 12 SHEET E 7 OF 27 P� SHEET 12 STETT 7 16 SHEET7 F 16- 71 7-7 R/W R/W S24 06 48 E 135.00 S24 06 48 E 135.00 S24 06 48 E 135,00 S24 06 48 E 135.00 N 06TW .0 ' I 13'PUFE 1 I 1 16 16 1 I J. 13'PUFE R/W R/W 13'PUFE 13' PUFE Wood,Patel&Associates, Inc. 0 Q0 Q o o CDCivil Engineering d' ti 526 0 514 0 0 509 497 o Water Resources W = 1 ti � Land Survey 1 I N N I 1 492 Construction Management Q 30 60 I W 1 I c`"o c`no 1 1-. 16 16' I 602.335.8500 w w R/W R/W CV CN www.woodpatel.com co co co Horz. 1 in. = 30 ft. '� C%4 OR ° ° C.0 co S24006'48"E 135,00' S24006'48"E 135.00' z z S24°06'48"E 135.00' S24°06'48"E 135.00' w N N24°06'48"W 135.00' III 00 `�" I Ico LEGEND Lo 13' PUFE I z z �O O O I O N o ICn o (SEE SHEET 2) N N 527 513 0 510 o w 496 0 Cn - 493 I co 1 w I 1 tM I Q' I 11 �o � T PUFE(TYP) , ' z N (0 N SEE DETAIL z LO SHEET 2 I N O N Cl) ° T C N T N24006'48"W 135.00' z I S24 06 48 E 135.00 S24 06 48 E 135.00 1 I S24 06 48 E 135.00 S24 06 48 E 135.00 1 w 1 1 N C.0 11 1 � 1 1 �' 1 I I O L" I ' 13' PUFE �) " C> o I 16' 16' N CD �' <O , , N Z T 1 z 1~ 528 512 ti I 16 16 1 511 0 495 I � R/W R/W 1 494 C c 16' 16' I I R/W R/W I I a, � T W W W O Uj I ti I J W M C R/W R/W = = 32.54' 30.67' > -29.76' I 0- z 32.80' \ 35.71' 0 M -L110- L111 _ ---/ �j�--=- - _L114 �� �N <7 c1'�� T _ �17Og 115.00' _ -_ 15.00' �'� �`� _ 115.00' - _-_ - _ _ _115.00' _ rn �' S24006'48"E 230.00' � S24°06'48"E 230.00' S24°06'48"E 115.00' LU ry 214.42' 302.00' 302.00' 151.00' w o Q Q O S24006'48"E 969.42' DUTCHMAN DRIVEre co �� _ _ __� - - - - - - - - - - - - _ _ S24006'48"E 786.92' - - - - - - - - - - _ S24006'48"E 119.50' L U o 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 67.00' �o� 0 T 4.24' �10 ' w W 35.60 Lj 11.5' 11.5' 30.79 W O = u- rn z U ' 24.041 R/W R/W o M M O M N 0 ¢ 13' PUFE N m co z z z cn rn Cn WCYI co W W W 546 ,�; 547 ,�; 548 m 549 m 550 m 551 N 552 „ 553 N 554 N o ' m m m m m m w w m _ `. - - o E-1 w w w U' cwn cn w T w w o p O Cif CT CT7 N W W --j ( O ' O O O O O O O O N N ./ O O O � 1'VNAE I "' LO O O Co [� z z w 11.5' 11.5 W z z 13' PUFE R/W R/W > co > 70.00' 70.00' 70.00' 70.00' 70.00' A 70.00' 70.00' 70.00' 70.00' J L6 13' PUFE LU S24006'48"E 770.00' r 463.08' 38.50' L=2242 L=3.83 TRACT W . � � �5� C� \ � CV S24006'48"E 510.00' C2 C1 M �, �, S24°06'48"E 121.54' S24006'48"E 114.50' � w Of W � z S o W o W BLOSSOM ROCK TRAIL ED n, C6 W C`i LU CM CO 0- 818A2' 36.50' S24006'48"E 854.92' UNSUBDIVIDED ARIZONA STATE LAND DEPARTMENT LAND CO o �G 23945 rn BRIAN J. O� DIEHLo,�O`�. fP S ned P. A,U , EX ES 9-30-23 COMPLETED SURVEY FIELD WORK ON N/A CHECKED BY GSR/BJD LL CAD TECHNICIAN N MJS/JKP ALE a 1" = 30' DATE 7/5/2022 JOB NUMBER N WP 215255.02 Y SHEET U O E 8 OF 27 0 0 m N III Wood,Patel&Associates, Inc. Civil Engineering Water Resources Land Survey SHEET 4 SHEET 4 Construction Management 602.335.8500 S89°450A N 567.00' 7 `761 www.woodpatel.com 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 67.00' I I R/W R/W N VNAE 13' PUFE I 20'SE I I I PER FP1 C) O 65' R/W ( I I I or PER FP1 - z z z z z I ( cfl Z Z Z o o O Z ( N O° O° O° o O O O `- .,J .,J . 0 o _� ■ rT, N 10 ^J C5 O p C C5 C p O �- Mil O 0 30 60 o N 61 60 59 58 57 56 55 54 53 52 51 �M P z o w � ' CD r' I� N N N N N N N N N e-- I CD Z I N GT c l tSl Ul ,_j ( pZ ' ( Horz. 1 in. = 30 ft. 16' 16 � N w w I R/W R/W • I I 1'VNAE � M 31.13' L131 L=7.85' �'`� o XO / 39.00 _ 50.00 _ _ 50.00 _ 50.00_ _ 50.00 _ _ 50.00 _ 50.00 _ _ 50.00 _ _50.00 _ 50.00_ _ _47_00 0 NI L=7.85' �1 S89°42'59"W 536.00' I I ( � RIDGE ROAD - - 530.00' - - - - - S89042'59"W 727.42' 3 L } � `� S89042'59"W 494.00' LEGEND I �� 47.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 47.00' `7L:T "'sr (SEE SHEET 2) 13' PUFE 4 /�- w LU w 35.15' 16' 16' PUFE(TYP) R/W R/W W Q 16 16 SEE DETAIL I M I I Q 0 I I , R/W R/W I 13'PUFE r SHEET 2 N ( z 13'PUFE I I 0- Q z z ' � I � I I I I I V Z O O z C) � U O_ o o - o - O 62 63 0 64 0 65 0 66 0 67 68 0 69 O 70 0 71 I t Q g J 0 z I ZDCA _ _� � N3 O 1 4 _r O NJ N N rr^� O O O CN37 U1 CNSI N C_n O O I O( O ( z V J U I ( I � O Q O O O O 0 .�{ O OCL O O I I N I I ' u m 00 > z C' I NI O O O d V I Z I O ^ CD O I o w o O I CD 4 CD CD I O ( I O Q PQ M I a ( I I S89042'59"W 534.00' I o z ~ N 50.00' 50.00' 67.00' II 67.00 . . . . . 5 w o I�� o I I o z - PARCEL 15 ( O o � moo I I I � z l I � � o I IwN I I of I I Z oC I o N I O z o o oo O CN _t - CD O O O O 00 ' 93 N 92 0 N 91 90 89 88 N) 87 N) 86 85 N) $4 I � W �} Q Cn CDN I M o o (� o w O O o N I o CD 0 ' co ( 13 PUFE I'6 I I =M 16' 16' ' I W w I I I 16 16 R/W R/W 35.15' �Y, 34.39' R/W R/W Fl- - - - - El - 1,7- - - - - - - - - - - - 0 47.00' _ 50.00' 50.00, _ _ 50.00' _ _ 50.00' _ _ 50.00,_ _ 50.00, _ _ 50.00' _ _ 50.00' _ 47.00' q - - - - S89°42'59"W 494,00' T � Of r - - - - - - - � - - 566.00' I = I TREASURE TRAIL ° s89°42'S9°w 872.43' zo o I 13' PUFE °Coo _ _ _ _ _ _ _ S89 4259 W 499.00 _ _ _ _ _ _ _ _ _ _j _ _ z 49.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 100.00' \<��& N - - - - - - - - - - - - - - - - - - - - - - - - 3� /0 ��Q' ��F 1CAsG�G 1 16' ( 16' w w 30.32' CO 23945 31.13 w I 1'VNAE " 11' _ BRIAN J. rn R/W R/W o w a CIEHL,�o��� o M ' R/W o II S. ned.....: ICI AU I N � o I I o O Z Z o° o (J' I ( I O � o I o o 97 98 0 OI N o o I w _ EX ES 9-30-23 N o 0 94 95 96 0 0 - 99 0 100 0 101 N I O o ' W COMPLETED SURVEY FIELD 0 o co I 5� o o = •-) o TRACT A ' o N _ WORK ON N/A I I L1= O ( N � � N ° � � � CHECKED BY cn I O ' _ - I GSR/BJD 65' RIW ( I C' o 0 0 0 0 C2 Z I ( o ( CAD TECHNICIAN o ( I o o 'I ( I MJS/JKP PER FP1 1 z I ( z z o ALE - 1 - 30 I I I _) DATE 1PFE 13' PUFE 7/5/2022U I ( ( I 1 1 I N JOB NUMBER 1' 16' I W P 215255.02S89425 .00 419.0016' 16' II 0 00' 50.00' 50.00' IR/W R/W I SHEET 19-00' 50.00' 50.00' 50.00' 50.00' 50.R/W R/W I MLM Of L. 0 SHEET 13 SHEET 13 0 N P� / 13 "Soo, Wood,Patel&Associates, Inc. AUFF Civil Engineering Water Resources S8 ° 9 4?S9„ Land Survey �W /� o / w 14890 SB 73� Construction Management oo o / 602.335.8500 0 0 / / 1S90, `°0 www.woodpatel.com SHEET 5 50/ 10 �N4 ?• �521742.4g, 74.28' 60.00' 60.00' 60.00' 60.00' 0 15.28' 59.00' 0 �o N65053'12"E 314.28' ' .= 49 p 1 o � 35.15' 414 � ' = 48 \ o Ss o oo, � N N CD \ 0 47 0 � � M 1 ry w 46 285 284 283 282 5 w \ S \ cn cn vW, o' v1 / / \ SS SO` S89°4? 89`-9, 4 \ 0 0 0 rn 31.13 \ 59��?�4 16�4?'�4� L=14.20' 1644,, \ M1%. -F1 M 99 4 $ , / 72 00 \ \ 4? C44`` L=5 9.51' 20.10, _ 60.00' _ _ 60.00' _ _ 60.00' _ _ 60.00'_ L-14.08' C43 -� __�- N65053'12"E 375.10' _ T � 405.10' ' 0 73 00 \ 9 So , - 42 RIDGE ROAD N65053'12"E 2051.00' ' '� W L=5g 54' N65°53'12"E 375.10' _ _ _ _ j_ Z L=3 9.9 0' 20.10' 60.00' 60.00' 60.00' 60.60' a Q o i^ / < /o El / = 6js'6s0' 0 74 N w ' U O 0 zn s9 8,990 75 o Q = / / o SoS9 ° ' z U) v $o, 4?� o z PI) z z o QCL / -IJ N N IV ' O v 76 0 � O L6 um / Soso 63;4 v m 286 ce 287 288 Ce 289 290 c / 83 w 0 � ' / ' V'S U' O C N / OSo- o 0 0 o z / 13 pl/FF 0 0 Z 82 � ';038 S 35.15' � •SO' N 0 ��� c<v 81 0o N76°54,3 \ QJ = ,N 8.62' 4 g,8 9 E 78.75, \ ,� 36 N68050'28"E 38.65' N65°53'12"E 274.32' o 4)So \ 0 77 12.98' 25.67' C6 / \ 80 0 34.32 60.00 60.00 60.00 60.00 r \ � o SO so, o 0 ,A S �� \ S 0 \ 0 79 33 � S89° 9 4?59?1>0 � ` \ _ ;s \ ' \ 1°SOO43 \ 30 ` \ = 70 3 (n N N N N o � / o / 31.13' \ 643, \ � 0 0 0 Wc� �/ / \ • \ 77 m 297 296 295 294 00 o 13, 126 \ \ s89°4? \ \ j 298 E., w W � �' pUFF S9 \ \ o o 6 cn cn °dam W C2 � O O O N tv \ 19,99 �" 00, SEE DETAIL / °4?Sg,� 1 00 \ \ �'4`84 ` ` SHEET 2 M ?Soo, El L A/Vo ICA \ -_ 1.27 1_ * 6 1 0 102 / S - O � 23945 �o GAG � * ' i.10 C41 - L_39.60 34.32 - 60.00 - - 60.00 0 ' - 60.00 - - 60.00 - � 23945 J BRIAN J. 34, N65 5312E 389.32 � c� �, Eb W DIEHL O`°�. �=r �,_ d o� 00 � 8 ,�� ` C40 - TREASURE TRAIL ° 344.32 _ af6 s. ned. S' 1?s00, %� 103 0 '`'� _C39 N65 5312E 1235.40 0 `� ,,,,'► 8 N65053'12'E 308.32' ryl =4 6.6 8'mum13.3 " 60.00' 60.00' 115 Z 7 E .00' Ex ES 9-30-23 60 COMPLETED SURVEY FIELD ` s8904?s9" o� SHEET 14 SHEET 15 WORK ON N/A S9 >� pp 39369 �, CHECKED BY GSR/BJD �9 0 30 60 4 , / � LL CAD TECHNICIAN N MJS/JKP / ALE Horz. 1 in. = 30 ft. s3s800, LEGEND 1° = 30' DATE / (SEE SHEET 2) 7/5/2022 JOB NUMBER N WP 215255.02 Y SHEET U O E 10 OF 27 0 0 m N III Wood,Patel&Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com SHEET 5 SHEET 5 SHEET 6 N65053'12"E 135.00' 10, 10' 10' 10' 1 N65053'12"E 135.00' N65053'12"E 135.00' 16' 11' r R/W R/W R/W R/W ' R/W R/W 13' PUFE _ _ 13' PUFE E, o I 1 I 1 1 W SHEET 6 2$0 454 N65 5312E 355.08 0 446 `� H '� `� 71.04'.' 71.00' 71.00' 71.00' 71.04' W cco o I M 1 1 1 1 1 ° 1 l0 1 1 0l z I � � o co co o N65053'12"E 135.00' , N65053'12"E 135.00' N65053'12"E 135.00' 02 U, / 00 [-P a? WF-I LO z N o 13' PUFE z 0 IO I IN O P.O LO O O W _ 1 N 1 cO I ON I Uj 02 02 W O I O �� o o N O OU�l � 452 - 451 450449 448 v N CD °dam 0 13' PUFE ~ o o ti o 0 o o �'�' 0 LO N p O U? N - - N L6 ��' °' 281 -_-� 453 � �' o �' �' 445 1 1 1 1 1 16' 11' 1 M w 1 1 33 SVT 1 1 w R/W R/W 10 10 10' 10' 35.40' °- 13'PUFE 31.43' / R/W R/W ��� ��'` R/W R/W 9 M M 36.29' W - - - - - L157 - - �cz; lD`�'� � L163 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 164 -� '� h `�� � Qo 13' PUFE ,6 �-- L - .-- `� -- 115.00 _ o �,Q� � o �' - - 115.00_ _ __ - - - 71.04' - - 71.00' - 71.00' - 71.00 - - 71.04_ - - _ _ 115.00' N �srI Q N65°53'12"E 375.10' L160 � N65°53'12"E 585.08' z 60.00' 651.08' _ _ _ _ _ 105.00' ( z M � � N65053'12"E 2051.00' N65°53'12"E 375.10' O ro RIDGE ROAD � - - - - - CL ff13' PUFE L171 Cr - - - - - - - - - - - N65°53'12_E690.08' - - - - - - - - - - - - - `� - - _ - - O = 115.00' z 115.00' 80.04' 75.00' 75.00' 75.00' 75.00' 80.04' - _ __ __ = 1 0'� U)�`S6 ��� M- - - - - L 156 _ � L142 � UL O ¢ Uj s -Lu -LT El TJ- 10 10 / 10 10, U- U- 35.40'- R/W R/W �-31.43' a aR/W R/W I I I 1 13' PUFE 33'SVT 13' PUFE 291 - 1-I-�1 1 1 �.I -� 438 o z Z o O h_ 6�'7 O O° N 'N N N p O co LOt[') CD O C� O P. O ° 0 M Lo L6 tom- tf') � O � - `u 439 440 �'441 442 OR � 444�� �, �, � 44300 1 NI IZ W I o w o W ° d ° 1 �0 N O Cn O U I f3l N z 1 � � 1 1 U) O O CD o o (� 6 O O O N65053'12"E 135.00' [-+ °o ce N65053'12"E 135.00' � N Q � O CS'1 n O O 1�1 P4 1 0 1 M N65053'12"E 460.08' M 0 0 0 80.04' 75.00' 75.00' 75.00' 75.00' 80.04' o 292 Z � 437 67.54' 65.00' 65.00' 65.00 65.00' 65.00' 67.54' 6' N p O 1O� 0 1 1 0 4 1 1 M1 1co � 1 o5312� "E 135.00 i W 0 o i n � M N65 0 o N65 5312E 135.00 M 0 z N z I LEGEND p z N 1 1 1 1 CDO N N 0 N O M Cl) t� -0 O CDO CDM 1 1 1 1 �--�� � 435 434 02 433 432 02 431 430 429 o (SEE SHEET 2) Cj d icy O �r w _ d- _ o o w cws, o rn O L A NO F-I �N tf) O N O Cn O O OCn tO tc� p O CO 23945 z r` r- cn O O O cn o W 293 13' PUFE 13' PUFE 436 _ `' m (,_ 1 1 1 -� � 0 BRIAN J. Coe) _--_� ( 1 33'SVT 1 1 PUFE(TYP) W u� o oIEHL 10 10 U- w d df off' W `� 10' 10' � SEE DETAIL e d d xi S� ed 31.43' R/W R/W 1 /�� R/W R/W ��ssro M SHEET 2 M C/Z - - - - - - - - -� .5�� `�`�'��- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L153__--- _--. �4` �,� '17 s� -- __ L 145 Ex Es 9 so 2s 115.00' �, 13' PUFE�jdu g, �' _ _ 115.00'-" _ - _ _ _ _ 67.54' _ _ _ 65.00' _ 65.00' _ _ _ 65.00' _ _ _ _65.00' _ 65.00' _ _ 67.54' COMPLETED SURVEY FIELD � N65°53'12"E 389.32' L168 N65°53'12"E 690.08' WORK ED N/A 344.32' 75.00' 60.00' 75.00' � TREASURE TRAIL 681.08' N CHECKED BY GSR/BJD N65053'12"E 308.32' o ° N65°53'12"E 1235.40' - CAD TECHNICIANMJS/JKP O N65 5312E 148.00 � o � C9 �` ALE M - - - - - - C14 - - - - N65°53'12"E609.08' - - - - - - - - - - - - 115.00' �'� �J� �L150- L149 ��, & 1� - .115.00 � 63.08 � 62.00 � 62.00 � 62.00 � 62.00 62.00 � DATE 1s� �� �-- - - - - - - - - - sL� �>1 J� 7/5/2022 SHEET 15 SHEET 16 0 30 60 N JOB NUMBER N 16 11 / SHEET 15 WP 215255.02 11' 16' / Y SHEET RIW R/W R/W R/W .�.,., Horz. 1 in. = 30 ft. Of E 11 OF 27 0 m N P� SHEET 6 SHEET 6 SHEET 7 11' 16' 7 7 N65°53'12"E 135.00' R/W R/W I ' 13' PUFE 13' PUFE y I 13' PUFE �1 ____� 1 I o Wood,Patel&Associates, Inc. I 1 1 0 SHEET 7 r' Civil Engineering o 0 0 Water Resources O O o o N65°5312E 557.82 Land Survey W � m o h CN 520 78 82' 77.00' 77.00' 77.00' Construction Management N 602.335.8500 1 I o I ao www.woodpatel.com 0 TRACT U o N650 5312i nE 135.00' N d- 04 N 0 (Ofl N C CAI n p -P N01 -P 1 O O ° O O M Qp W �r> 6) O O P 1 1 O 1 0 0 02 ITI �N CD N 0 522 m 523 m 524 m 525 w� 00 z 2 C.J f-n O - Qi ti CD 1 � N CD O O 1 1 �4 1 521 C/' M 1 w 1 11' 16' 1 L' U 25.3T I 27.51' 33.35' N R/W R/W Lp, I L L192- - - - If -L193__ �. �c,J� Lj�- - L173 - - - - - - - - - - < sr� s�T `�`� �,� ��� - - -115.00'- - - - - -78.82' - - - - 77.00' - - - - 77.00' - - - - 77.00' - - N65053'12"E 652.82' N65053'12"E 148.00' 105.00' 105.00 197.00' 527.82' J z E � RIDGE ROAD o N65°53'12"E 2051.00' ° zo _ _ _ _ _ _ _ _ = SHEET = N65°53'12"E 690.08' N65_53'12"E 230.00' - - - - - - - - - - - - -N65 5312E 455.82 - - - - - - - 115.00' /A %R 115.00' - - -' - 115.00' _73.00 - LT 76.00' 76.00' 76.00' 76.00' - - L191- - - - =-\ pc90 �\-b�.�j L185 - - - - - - - �184 - - - - - -\_'-\�'�, ��`�' ����c,J��" 74 - - - wUCL- ��- � // wU- / WwU- 29.76'),\ 16' 16' t-32.54' a 29.76" R/W R/W _ 16 16 m W I 350 325 R/W R/W 351 13' PUFE 0 13' PUFF 13 PUFE o - P. �o 1 ( 13 PUFE N Z Q o -►y Z Z ^^ N O ( ( ° N N i.i. 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SHEET 9 SHEET 9 I I 16'o�f 1 I S89°425 .0 ' 419.00' =1 j l R/W R/W 69.00' 50.00' 500 ' 50.00' 50.00' 50.00' 50.00' 50.00' 13' PUFE R/ R/W 1( a N oM N I I O N O d" 65' R/W CD PER FP1 ( �, N o l ( o TRACT A I W O O I M w I of ( o z z z o I of ( ° N Z z ° O O CD O O -�J _: O O tip 4 O V1 I 1 0 Z O O p O N ( CD O ° o 0 0 0 o LO z U C M 110 109 1.08 � 107 o I ,z W o I 114 113 ll2 � 111 N 11 16 I ( � z I cNn cNs� o 0 o cNn ( R/W R/W z o w �-+ I 13' PUFE O CD ~- 1'VNAE I CD `O I W PUFE(TYP) 6' W p I SEE DETAIL 31.61' SHEET 2 � o F1 F1 � I I S� - - - - - - - - L198 �"' O 0 Q --- ��� z 7c9s m 13'PUFE I C� ,9� \ 49.00' _ 50.00' _ _ 50.00'_ _ 50,00_ _ _ 50.00' _ _ 50.00' _ _ 50.00' _ 50.00' J _ 100.00, o _I L L� S89042'59"W 499.00' Cl) I SADDLE RUN '-'-� Q m - - - - S89°42'59"W 190.08' - - - - ( - - - - 530.00' - 415.43 = o I "-' L-7.85' S89°42'59"W 945.43' N O U- ' CD C14 cli7.68' zo CD ' c`s, _ _ _ S89042'59"W 958.25' �_ _ _ _ _ _ ' z 32.43' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 23.13' S0.00' 0 o . 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PARCEL 12 fes. ned EX ES 9-30-23 I I W COMPLETED SURVEY FIELD 65' R/W I M W� WORK ON N/A PER FP1 CHECKED BY GSR/BJD S89042'59"W 182.50' LL CAD TECHNICIAN I o MJS/JKP CDSC ALE >, 1" = 30' N ' DATE 7/5/2022 I= _ �j ' JOB NUMBER WP 215255.02 SHEET 23 SHEET 23 SHEET 0 E 13 OF 27 0 _o m N III Wood,Patel&Associates, Inc. z, Civil Engineering Water Resources Land Survey J Construction Management r, 9��4� 602.335.8500 C � �` www.woodpatel.com' l /0 4�' \ �2� \ ` an SHEET 10 s00' � Op "'"�.,�_ C39 � "`� ■w =Mw AM.r L=58.00, - - - - - - - - N65053'12"E 30� - /^ / o L=4 6.6 8' 13. ' 60.00' 60.00' 60.00' 0 128 ♦ / 0 104 - - - �Z O Elcr, LL- 0 30 60 / / 0 546s, +� I I I -N T CL COO 105 ° Horz. 1 in. = 30 ft. �^ / 4259 w 125 5 58 0► ♦ z z o W / - Lo 29.76' 00" h S89°42,�s0' m � o o rn' v o rn \ 393,gg, B .k 106 0 o M ^ 0 m C 300 301 302 ' 0 1.29 o o s35 299 C9 w w 0' w �' cn co LEGEND \ _ oCD 0 _ 130 ' (SEE SHEET 2) ?09 \ o o s35o, �623, o 441 131 ° 5,9, N o 79°5p,06„E / \ s \ h. 63.80, N65053'12"E 180.00' \ 000- 132"5 \ ,N 53.14' N65008'39"E 75.53' 1 60.00' 1 60.00' 60.00' o' 10.66' 41.76' 33.77' 19.50' 53.50' 53.50' 53.50' a' '6000 ` 8904. �L� \ \ 0 133Lu ^. y h ^ \ 94543, S35 \ ' 4 ` 0 0 o a Q O 1s43 S8s°42s9„ \ pUF �0 134 \ F \ 3�g` \ SFF p T�Yp) N z �2 142 0 \ \ 43, s35Q SN F q/� o v, v, 711 U o ° O N Z -tom �o �° Z N-{� o 135 O N o P ND 0 ^ o \ w o ° 02 C2 o Q 143 \ �582s' -1535o' \ r" 136 m 7 L6 O = \ 137 138 139 140 00 u) co CL .19 � p \ �� \ P W o CD Q Q 0 144 ry \ �� 5,so, \ o z m zi� \ '`� \ 5.74 \ 1 \� \ U- 0\ \ 145 N ,� �<v \ Q2s0' 4 Q8 co 6000, ' \ Q � 146 \ r L=9.34' C59 L=79.32' L=9.58' 4 o0 147 o, 47.04' - - 53.50' - 53.50' - - 53.50' / \ Soo �. 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Civil Engineering Water Resources Land Survey 0 30 60 Construction Management 602.335.8500 Horz. 1 in. - 30 ft. www.woodpateLcom LEGEND (SEE SHEET 2) SHEET 10 SHEET 11 SHEET 11 � N65°53'12"E 148.00' �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N65°53'12"E 308.32' _ _ r,(A - - - - - - N65°53'12"E 609.08' _ _115.00' �� L150 L149 � �� 115.00'-' 63.08' 62.00' 62.00' 62.00' 62.00' L221 , � L146 r -� �� 33.39' 16' 11' -I 11' 16' -Lu- -w T-J \ a 36.33 W ' 0- 1 R/W R/W � �0 25.41 R/W R/W CL 0- M to I ` 27.56' 0 13' PUFE 1 1 13' PUFE 13' PUFE 1 1 13' PUFE W 'CD303 _-_� 420 o M o M o Z o '~ !�2 N N N LO Oo ' Q T 421 C> 0 425 22 ° 424 0 1 1 1 1 0 0 z CD CD CD CD ' N65053'12"E 135.00' N65053'12"E 135.00' o o o - o W o 1 U) Z wo o N Q = 0 ' I U 1 l o t `Ila-/ Q N a Z 7T CD Q N65°53'12"E 524.84' U 0 o o 0 TRACT E � a C' 0 63.08' 62.00' 62.00, 62.00' 62.00' O v a; -71 304 z 419 65.00' 65.00' 65.00' 65.00' 65.00' Q O = ' PUFE(TYP) 1 1 I Z 1 SEE DETAIL 1 1 1 1 Q ' SHEET 2 � ' UL -j m ' N65053'12"E 135.00' , o o ,� z N65053'12"E 135.00' o pQ z ' 0 0o N ° Z02 Z Z O O O O Z 0N0 13' PUFE 1 � 1 t o C2 4 rn ' 1-- 01 1 � 1 0 °° O O N O O ' To 8 U 417 w 41.6 415 414 413 '`0 o o 6 o w ' _ 13' PUFE C o z 305 13' PUFE 13' PUFE 418 z CD W W 1 1 1 ,� W 33.39' W � ' a U-16 11 � . a /Y 11' 16' 3633 a a 27.56'-R/W R/W R/W R/W. 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Water Resources W 13' PUFE 13,PUFE ' 324 Construction Management ��'- �� Land Survey W ---- "� / N� o z I ~ ' � ' o \` 541 \ 602.335.8500 426330 427 40 a SKEET 12 � ,�,� ,,,s �"` Z \ Q�F� www.woodpatel.com o ""' m 8 54` A \ v 3 w wLO 428 '_'j ,.a1' W�5.39 _ N 2 0-) - \� �o 6, ' 1�- - 's� 6' 0 o 2 CR CO Zj 2.02 `, rn� �`;r o RIW RIW g� rn N 0 " 13 N65053'12"E 524.84' t o 62 / / / �- / 4�,W1456% / L11.11' 62.00' 62.00' 89.76' N, , 4$°��15/Z3/ / / S/1/ / \ ` 323 199.84 Uj Co. - / / �O, 400, co 331 TRACT O 16 RIW \ / �� �� \ o \ 35°06�6 �s 'Z RIW U� \ C \ S ° o � o / �> \ 1�2cj3 \ °o. >0 �' �` Q o565 ♦ 322 ��, � 0 30 60 00 Horz. 1 in. = 30 ft. 1'VNAE / . v� „� 19299 z Z2 j ,�,j� /°�5 �j�/ 5o2p53 3 32 (" / c,3� ��T 321 344 0 0� s � o 004* � W Q S�� / / / `�' �6 �� ♦ �. �`' \ �oo�� LEGEND U z PC63 333 &° 0 �o 64 • , / �\ \ N L=5.05' 0 boo 5ti�'�� (SEE SHEET 2) CL 00 C65 354 o 22.97' L=38.53 / , 0� Q w <s\ \ 343 sso, °°�'�° \ �� i� o � um CL ' �3 \ \�000' 4&-, ?" 6,) 8.77' o � � 342 � y�� \ ?°j 'Loo° �� 412 �sQ° 355 wce 41.1 sQ JF� \ �� �� ♦ ob 335 � � �o op ��Q � � \ � � C oCD L20 � coo \ �N 7, ' �rL0 40.36' o 2°� � °� - � �'�j 341 �� / o ' N s 356 0 336 25.89' !°° 54.50' 31.29 ���o / / �'!2 ° �� ♦ \ ON, ��0� ��Q�F o♦ \ 60.50 �8■4ZO �'.18 c' 1229 �� ♦ \ �ti0 0°0 \ SHEET 21 �P��°s / ,�0o j�,�o,1 �`L3 ��j / '�-33 SVT ° 0,�$ 29.60' 0" I� / /,�,�, °��5w '�'� \ 340 00 �o° 5ti '�0 0 ��o` '000 °o o cn N G�V \ .p i � \ 339 �o LAN D 40 00, �.5� "0 23945 — rn ��0 W gDIEHL R J � O ned....,: � A,U P EX ES 9-30-23 COMPLETED SURVEY FIELD WORK ON N/A CHECKED BY GSR/BJD LL CAD TECHNICIAN N MJS/JKP ALE a 1" = 30' DATE 7/5/2022 JOB NUMBER N WP 215255.02 Y SHEET U O E 16 OF 27 0 0 m N P� Wood,Patel&Associates, Inc. Civil Engineering Water Resources Land Survey 0 30 60 Construction Management 602.335.8500 Horz. 1 in. — 30 ft. www.woodpatel.com LEGEND (SEE SHEET 2) G�, NIV* 16 �1� '00�1 000 7A sI. /co 29° T 00 000 7858„ �ao "No /q, �2L,j i 12 � ' 529 30.29' hti �73.00t � oo � � G � �>>8� ` 0 � � G // o 73, ` 03 A 2.02' / Q) \\ N2�°�6Dad / 320 542 OFF 22.76' 000 S290 7858o�' � F` \ � / /� / '�. / / W 73S C6 ° o/ �'� \` �� 540 / / T d z S0S o3 oS� =oo / / s° c'�\ �� / / / 2\��`2 = ON ��,`�, ry =coo �� 0 NJ s -off / 2 6 Na q;�c g6��2 �`�V 1��p / U O coo / 73% �'�, rn \ / p2 S 2�4 / 0 23.41 319 � �o ��,• Z / � / U,cF \` �' TRACTS ' 36.91 / Ci� "�1a i2 ,OG J O (doNG� = 543 / ` �6 3 52 0 / to CL 14 16 'w_ Cal �z / �? —� '` m co . 4240 / / R�1/ R 71 -0 25.99 M o ' / ' 1992 W 1 13.5 \ --� m ti s 16 6: Pv ESP �W 4 �,s1 G�1 / Si`�S EEC 2 �, 545 L241 —1-245 C13 L=�42 C74 ''� L=1, ,�4 7�g 2 I �0`1, l�, ' \ tI> z60. 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Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com SHEET 18 N8904 8'`E 125.00' � _ =8 ,18"E 12 N8904 8,1= 125.00' _ � I I � N (0 13' PUFE SHEET 18 o fi16� 16 o� o W I ( 182 �I 100 13' PUFF 251 214 I o 1 16' 16'�� 71.00' 54.00' 54.00' 71.00' 17 PUFE LO I 16' 16' I ( R/W R/W I I I S89048'18"W 125.00' S89048'18"W 125.00' I I R/W R/W 1 M 13' PUFE N R/W R/W U N89048'18"E 125.00' I N89048'18"E 125.00' N89048'18"E 125.00' ( o FE i E-' CD o W v ( I I I � 1 206 LO 201 IC> N W 1 � to I of I o 1 I "'I WLo 1 � � o ti 10 o I (� 183 0 o 0 252 213 0 o CD W I ( N89048'18"E 125.00' N89048'18"E 125.00' °CD 0 � co 00 m o Lq o 1 N89°48'18"E 125.00' I ( i[-�1+` N89 4818E 125.00 0 o N89°48'18"E 125.00' N 'n M cN M� 1 w I o co `-" 1 � NI L IW 1 � 1 ,� I o c 1N co o (o I '-+ °° PUFE(TYP) o I N o I 207 w 200 � M`�' o 0 o SEE DETAIL Cn o CO '�' "' "' v, o 1 1'VNAE 184 I o SHEET 2 253 212 I o o - I o I~ I N �' o � 1 ( 1 ( ( 1 LO N89048'18"E 125.00' N89048'18"E 125.00' ' I N89048'18"E 125.00' 1 1 N89048'18"E 125.00' N89048'18"E 125.00' N I 1 �� to z ° c� _ 1 0l Q Q o CD 13'PUFE 13' PUFE 13' PUFE oo �o o W �- 0 o t LO U o208 199 o o Oo1 � � U 185 � ) � � z I U I I I 1 1 I Q w N o I N89048'18"E 125.00' N89048'18"E 125.00' W U N89048'18"E 125.00' N89048'18"E 125.00' N89048'18"E 125.00' ( z U) Q OCL 17' PUFE I ( I 13' PUFE 13' PUFE I 1 m 1_ of I I of 1 1� �I , 1 0 1 I o 186 6.02 o " 1 16' 16' � o I , 16 16 z °0 41.33' 16' ( 16' co U- 21.0 ( R/W R/W 209 � 198 M > RiW R/W 255 31.13 R/W R/W 34.76' 1 ``) 29.76' Cl- 32.45' °- � ° r-L M_ N89 4818E 120.75 - Op� _ _ �5J �1 �'L��_�- - L269 - - - - - - - - L270 �'4 1 ( h�s/'>1 - - L273 _ _ __--- _ <<'6s��` 1266 �ti �6� - - 105.00' - - - - - - 05_00 - - 105.00' - - - - - - - 105.00' - N89048'18"E 210.00' _ N89°48'18"E 210.00' �? 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Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com 0100 0 6 000 SHEET 15 SHEET 16 �� 4 s� o = = 6= =.50= _ _ =1= _ _ 6=,_ _ _ =1.5= _ _ _ = 6= _ _ = 5=� _ '"` 400,11 25,89 o°Q�o 31.29 a'- 60.50' 60.50' 60.50' 60.50' 60.50' 60.50' 60.50' N58°42'02 E 57.18 j L229 �� 6, W N65053'12"E 423.50' °o 7 Ole 33'S \ o°o s / yr �� T--�� 34.25' 96� 393 00 00 j A ED / / \ 6' w o 401 � 400 399 398 397 396 395 o / O� / / / O. w O o 0 0 0 0 C 394 / �g1 0� / 357 / o SEE DETAIL a_ 0 19'z' / 2 � 0>\j , SHEET2 / �,�a�i ��' / Gam` °s °Lill - - -F1 0 �=g8. t` co 1_IJ 60.50' 60.50' 60.50' _ _ _60.50' 60.50' 60.50' 60.50' 40.36' 63 G10� g� / job, Q �1 U) Z - - - - - - - - - - - - - - - - - - - - - " �? �3 Q s o N65053'12"E 578.86' i g� o ry N65053'12"E 1117.84' / 392358 z 608.86' G�g� / G O o� re �- - - - - - - - - N65°53'12"E 578.86 PERALTA PASS- 0 w 62.85' 62.00' 62.00' 62.00' 62.00' 62.00' 62.00' 29.01' L=3 2.9 9' --- / ''- °�-'� �'�� � ��'� O = CL W w o0 0 O �t ' a a �Q 391 ` 000, um m Ln o 0 0 o ZD N_ o I\%`J ' M o M M m 390 14 �s � ch 5 0° 00') ' 0 382 3 383 384 385 386 3 387 388 1'` z o 0 389 ° ° o. °C) d' °O O °C) N N N °� Z ZEli 0 Z S° z Z Z ° 368 ILI ' o 4�' o GAF N65°53'12"E 503.98' D S53°42'38W 54. �, 369 / 0 g 62.85' 62.00' 62.00' 62.00' 62.00' 62.00' 62.00' 69.13' 13� 19391 °0, 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 83.98' 'ss / / 370 11'VN oo° / �g0 0- 1'VNAE ��° /O� 00� 0 0 0 `o M o 5 co 378 377 3 376 00 375 -�� 374 373 -�� 372bo TRACT N W / oo �'��'�' / o0 7T zo 7 7T 7T - faN0 0 o 0 0 0 371 N N z N N N °C / / LA 1.80' / /� rti Q'o�FtcArFD `rG w � /�/ rn° 00, CO v 23945 pG / 0�` W BDIEHLco 10, El W ' // / S ned...... _F1 ___-- - 60.00' - 60_00'- - - 60.00' - - - 60.00' - 60.00' - - - 60.00' - 60.00' - - - 116.73' - - L26_92' l /-- Ggg / 3� Ex ES 9-30-23 N65053'12"E 678.65' �0 0 COMPLETED SURVEY FIELD DUTCHMAN DRIVE N65053'12"E 1307.94' Cg �,-� 0 30 60 WORK ON N/A � 616.08' 92.57' ,,,. � � CHECKED BY N65053'12"E 1176.88' GSR/BJD - - - - - - - - - - - - - - - - - - - - � - - _ LL CAD TECHNICIAN � Horz. 1 in. - 30 ft. MJS/JKP 23.24' .Y 37.83' .■L=2 17 ,... ..�� � ALE SHEET 24 SHEET 24 �SJ� /� SHEET 22 LEGEND z DATE 1" = 30' / (SEE SHEET 2) 7/5/2022 L N JOB NUMBER 215255.02 Y SHEET U c 21 OF 27 0 _o m N f 0170 r NoNOL.L2 SVT o�- / Wood,Patel&Associates, Inc. / \ Civil Engineering Water Resources 227> i Land Survey / �p F ♦ ` Construction Management 602.335.8500 � www.woodpatel.com 0��� \ \\6�oo, � "+► SHEET 21 ftaft Mow 367 ` L=55 70, 4.30'Al Cl) 1 Ilk, LLILJ n. 366 P w 365 w o z I wN c -' 13'PUFE TRACT Q 1961).0 , U I ASS 98 w �3, '�, a w w o z J V _ r ` n - IV36007'S9"� g 97 ' 25.20' L=5.81' - c` \- N29018'58"E 325.20' 43.84' - - - - - - - S29018'5811W 116.20' C9 S29°18'58"W 350.00' mow SHEET 21 .' a G10 -_� =9��$"E 135. '� i"'r "ter N...r� ,...r �r� L a 3 16 16 W ¢ M w rr LL �- o R/W R/W Q Q o N M `- Ma 6U �P i SHEET 1Nam 6 O H ""` Mown ,... ,.... awn�+I o N N29018'58"E 135.00' U O �� O o o BLOSSOM ROCK TRAIL 620.38' - ? 0 M� N t� M I N29°18'58"E 1096.25' �� � CL-.', I � co c? S S �> rz 359 CD I M Q 0 w I a ° I ,O = 0 0 0 0 r _ � i � � � _ I z z z u, CL ¢ `0 13'PUFE , a' r n /-- I 13�E 338 0 um 1 32.54 16' 16' SHEET 16 m L305 - --� .g�� R/W R/W pp 6• 16 115T0 ��� -1-308- - R/W R/W N29 18 58 E 296.80' SJ� - nj SHEET21 �' " 115.00' 332.80' I M - - 68.34' ""` " n _ mum www N29°18'58'E 183.34' '..` ,�01�„"�► 30' ,...� ,..� ,...� ..,� N29°18'58"E 552.13, - N29°18'58" - - _ �--- E 183.34' C69 ' - - E 301.30 rn � ____ 219.34' 60.00' 60.00' - _ _ _ _ _ _ L=347.42' "60.00'- 60.00 � - o * a, N29°18'S8"E 552.13' - - L=8 2.8 2' _ DUTCHMAN DRIVE _ 57.00' Iq C73 o, w - C° - _ N29°18'58"E 187.84 a, a - - - _L304 = __4 24' p 1ppp ��, 32.23' - 60.00' - - - - C72 L301 60.00 35.61' -T - - - L=60.00' p 5� /- - L=24.39' L=60.00' r 24.04' sL� �`� W 0- 29.29' 33.08' - -- - __-- W PUFE(TYP) - I R/W R/W IUjUL - - - - - w �o SEE DETAIL -D LU `o o SHEET 2 o CD I U I o °; a_ ' �� I FF�ly 5 - O ch ems- _M to E- 364 N 363 Cn M U I ZO I I i N ;o �I� III o P _cN 362 co0 oo 361 N � M a z o 0 N- CD a N 0 Ui cn ° O co o z ~ M Crrm3o�?roildI 31$ CD 0 z z CN z I I CD 317� z 316 315 Ill.) 314co � �I� m �1'--NAE-_._I I I 11 a 1 02 z � a FE ¢ 13'PU I I 13'PUFE 1'VNAE ' r- 60.00' 60 I------______ 60__00' 60.00' `- R/W R/W I w N29018'58"E 324.14' 60.00' _ _ Uj w Q ' _ _ TRACT _ _ _ - _6 ¢ z o L ANo Q 60.00' CL z 177.38' - - - - -- 11 - L60 60 _ - 6o.00' - - - L -' - - > t- _-� r L 16 J a �233945 ' sG�� 0 30 60 68.78 - \ N29 18 58 E 120.00' N29°18'58"E 120.00' a - - - - - - -- o 0 BRIAN J. --� N29 3100E 64.17 S21 0359 W 70.23 uw DIEHL s`r o S29018'58"W 350.00' TRACT R S25°23'36"W 70.23' ■ cL ned Horz. 1 in. = 30 ft. �� s ('' - - -LU C8 - c � 117,96' - - _ _ _ LEGEND ry U- a 7 L 1 g I CD �57.84' L=2.16' L=5 7 4.01' 6 � U- o EX . ES 9-30-23 SEE SHEET 2 620.38' 10 w z CLU-i S29018158"W 182.84' COMPLETED SURVEY FIELD C6 WORK ON N/A N w CHECKED BY N29018'58"E 1096.25' - - `n CL °- w n M BLOSSOM ROCK TRAIL CL- GSR/BJD F- M c LL CAD TECHNICIAN 219.34' M N MJS/JKP _ - ALE C14 1" = 30' DATE 7/5/2022 JOB NUMBER N WP 215255.02 Y SHEET U O E 22 OF 27 0 0 m N SHEET 13 SHEET 13 SHEET 14 SHEET 14 I I 17 PUFF 65' R/W 1 PER FP1 ( 27' 27' Wood,Patel&Associates, Inc. II R/W R/W ( Civil Engineering HWater Resources Land Survey Construction Management 602.335.8500 I N � PARCEL 12 ww w.woodpatel.com I � • 1 S89042'59"W 970.00' I 520.00' 450.00' 8ao 1— I I LO of I I _ C� 00 L!J I I IN C14 N ° � I CD a o c II � I LO LO00 W � I 1 0 o W z ( I � I m . � I I o of p N I 0 I I co E oo U z o Q o I -- Q Q O I W J z I PARCEL 13 PARCEL 11 I W z CD U o co 0z Q I I o w U E W Q CL I O < I O o ( M w u I I , . I � I I II I I li I I , . I N I I i I • • I N IN I I I 27' 27' R/W , R/W 33'SVT I `�6 d- I I U I 33'SVT M ( I O U co Lq o W 8'PUFE LO I E N `{' CD 0 oN O � `- W 65' R/W I I � 33' ' CO 28 �' 23945 PER FP1 17' PUFE o R/W R/W o rn w z ULL ) W a BDIEHL,�p � O S89°42'59"W 65.00' 33'SVT a 33'Irc:D) L9ned� A, 498.86'— - - - - - - — —46.26'— �_ � L28 </ o � EX ES 9-30-23 S89°48'18"W 545.12' S89°48'18"W 377.74' 33'SVT LEGEND I M L32 COMPLETED SURVEY FIELD u � 0 co � WORK ON N/A w 1.L ry U W (SEE SHEET 2) CHECKED BY r GSR/BJD I I- E r- E Ig w 'n w W LL CAD TECHNICIAN RAY AVENUE `� MJS/JKP . . 1" = 50' a UNSUBDIVIDED 0 50 100 DATE 7/5/2022 ARIZONA STATE LAND DEPARTMENT N JOB NUMBER Horz. 1 in. = 50 ft. N SHEET WP 215255.02 o UNSUBDIVIDED o 23 OF 27 0 m N SHEET 19 SHEET 19 SHEET 18 I 165.00' =789 _ _ _ _ 399,50' _ _ _ _ _ _ _ _ 7 Vp S000 11'42"E 564.50' I 65' R/W 8' PUFE PER FP3 n \rn m Wood,Patel&Associates, Inc. \ ��O Civil Engineering Water Resources Land Survey Construction Management I ( 602.335.8500 \ www.woodpatel.com I I I \ I ( PARCEL 9 \ I ( PARCEL 10 \ I �3 Uj W LU z W W C120 00 Z Q oo I \ 0 017 Z W o o � C 118 \ `� I I � z W C116 \ Q = 0 Of U o o Q 0 W PARCEL 8 \ O c; \ CL 6' 0 m I � • I I \ \ \ s C112 ° 65' R/W PER FP3 00 I 8'PUFE w wLL- \ LL- II r co C',O c i�33'SVT — — — — — Co � \ fr 105.46' 60.00' 37.50' Uj M — L=146.92' �° F I ° L25 � SO°11'57"E 190.00' C13 L=60.00' N89 4803E 44.50 Of w C12 L-246, ' C; a ED w w 8� �9�, 105.00' °— — _ cp �� s 33'SVT N00011'57"W 345.67' _ SOUTH 1/4 CORNER 1 4,234 ' `'.. .°` � v `r � LEGEND SECTION 20,T1S, R8E 46, I 1 0'UP GLO BC C1S-`' �' \ N3�° L315 � �3�3 (SEE SHEET 2) �.. Opp ,��CO 6 /1 LAND 61� ,� ��� �,Q' ���FICArFti `rG �rb CO 23945 rn 0 BRIAN J. \ \ W O DIEHL d o"V 6p0�� h �Qti 7y61 � JL � fPS' ned•.''. •03, \ � J' EX ES 9-30-23 COMPLETED SURVEY FIELD \ \ L23 " M'� WORK ON N/A I 2S6S3. - vI CHECKED BY GSR/BJD �os 2 0 50 100 CAD TECHNICIAN I �� 33'SVT MJS/JKP 4, V L22 L21 0 ALE 1" = 50' I ��� N2 33'SVT S Horz. 1 in. = 50 ft. DATE 7/5/2022 I -lit s8% 10 9625 620 S?9° �22 N JOB NUMBEWP 215255.02 3\ r8s8% N SHEET U 0 24 OF 27 _o m N LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE L1 N89042'25"E 8.00' L61 N65053'12"E 20.00' L121 N44042'59"E 28.28' L181 S69049'04"W 175.18' L241 N03022'51"E 160.46' L301 N21°20'23"E 69.27' L2 S00017'35"E 52.97' L62 S20053'12"W 28.28' L122 S05000'00"W 119.28' L182 S15012'37"W 31.69' L242 S44011'55"E 28.87' L302 S15041'02"E 28.28' L3 S00017'01"E 6.19' L63 N69006'48"W 28.28' L123 N09007'18"W 53.03' L183 S69006'48"E 28.28' L243 N44002'01"E 33.37' L303 S74018'58"W 24.04' Wood,Patel&Associates, Inc. L4 S20053'10"W 35.36' L64 S69049'06"W 116.21' L124 S45017'01"E 28.28' L184 S69049'06"W 152.68' L244 N87039'04"E 17.38' L304 S33014'55"W 179.14' Civil Engineering Water Resources L5 S65053'12"W 16.50' L65 N59017'41"E 93.87' L125 N44042'59"E 28.28' L185 S59017'41"W 74.11' L245 N00046'47"W 114.51' L305 N22043'29"E 87.06' Land Survey Construction Management L6 S24006'48"E 23.00' L66 N20053'12"E 28.28' L126 S05000'00"W 119.28' L186 N20053'12"E 28.28' L246 S64057'26"E 32.70' L306 N15041'02"W 28.28' 602.335.8500 L7 N65053'12"E 16.50' L67 S69006'48"E 28.28' L127 S08033'08"E 80.37' L187 N69006'48"W 28.28' L247 S69000'26"W 60.75' L307 N74018'58"E 28.28' www.woodpatel.com L8 S69006'48"E 35.36' L68 S69049'06"W 116.21' L128 S45017'01"E 28.28' L188 S20053'12"W 28.28' L248 S59040'36"W 62.81' L308 S31051'27"W 162.96' L9 S22046'24"W 36.50' L69 S59027'22"W 93.41' L129 N44042'59"E 28.28' L189 N19013'30"W 132.29' L249 S59043'24"W 72.41' L309 N24006'48"W 55.81' L10 S65053'12"W 17.34' L70 N26030'18"E 30.92' L130 N04059'58"E 119.31' L190 N69006'48"W 28.28' L250 S23012'14"W 29.40' L310 N60041'02"W 48.13' L11 S24006'48"E 23.00' L71 N24006'48"W 29.22' L131 N45017'01"W 5.56' L191 S69049'06"W 174.33' L251 S28034'15"E 149.04' L311 N60041'02"W 48.13' L12 N65053'12"E 12.13' L72 N35021'01"W 47.97' L132 N44042'59"E 28.28' L192 S69021'22"W 105.51' L252 S32050'45"W 33.53' L312 N60041'02"W 48.13' L13 S65019'37"E 37.61' L73 N65053'12"E 8.89' L133 N05000'00"E 119.28' L193 S59045'12"W 45.55' L253 N08040'16"W 81.54' L313 N24006'48"W 60.81' L14 S74018'58"W 35.36' L74 S12052'35"E 47.97' L134 S45017'01"E 28.28' L194 N20053'12"E 28.28' L254 S45011'42"E 28.28' L314 N60°07'23"W 33.95' L15 N60041'02"W 16.50' L75 N69006'48"W 28.28' L135 S09007'18"E 53.03' L195 S45017'01"E 28.28' L255 S45011'42"E 28.28' L315 N29049'32"E 6.00' L16 S29018'58"W 23.00' L76 N20053'12"E 28.28' L136 N04025'20"E 105.82' L196 S44042'59"W 14,86' L256 S44048'18"W 28.28' L330 N35043'21"E 32.03' L17 S60041'02"E 16.50' L77 N65053'12"E 20.00' L137 N44042'59"E 28.28' L197 S45017'01"E 28.28' L257 S03016'07"W 155.36' L331 N36043'25"E 28.41' L18 S15041'02"E 35.36' L78 S69006'48"E 28.28' L138 N45017'01"W 28.28' L198 S83007'29"W 92.74' L258 S44048'18"W 28.28' L387 N57008'08"E 13.74' L19 S29018'58"W 31.26' L79 S20053'12"W 28.28' L139 N09007'18"W 53.03' L199 N44042'59"E 28.28' L259 S03044'12"W 174.33' L20 S74018'58"W 35.36' L80 N65053'12"E 20.00' L140 N44042'59"E 28.28' L200 S42019'39"W 29.48' L260 S06047'13"E 92,17' L21 N60041'02"W 16.50' L81 S69006'48"E 28.28' L141 S69006'48"E 28.28' L201 S09001'23"E 53.15' L261 N86045'41"W 75.13' L22 S29018'58"W 23.00' L82 N69049'06"E 116.21' L142 S59017'41"W 93.87' L202 S45011'42"E 28.28' L262 S44048'18"W 35.36' L23 S60041'02"E 16.50' L83 N20053'12"E 28.28' L143 N20053'12"E 28.28' L203 S44048'18"W 28.28' L263 N45011'42"W 35.36' L24 S15041'02"E 35.36' L84 S69006'48"E 28.28' L144 S69006'48"E 28.28' L204 S45011'42"E 28.28' L264 N89048'18"E 35.00' W Q L25 S00°11'57"E 20.00' L85 N20053'12"E 28.28' L145 N69049'06"E 116.21' L205 N44048'18"E 35.36' L265 N86022'17"E 72.63' Q Q o s - L26 S44048'10"W 28.28' L86 S31°37'42"E 70.78' L146 S59045'33"W 68.47' L206 S05004'57"W 124.45' L266 N75057'06"E 21.89' Ile z L27 N45011'42"W 35.36' L87 N69006'48"W 28.28' L147 N20053'12"E 28.28' L207 N45014'22"W 31.80' L267 S44036'50"W 31.93' 0 o L28 N00°11'42"W 15.00' L88 N20053'12"E 28.28' L148 N69006'48"W 28.28' L208 S86022'09"E 173.64' L268 S45011'42"E 28.28' J o n o n o n o n i o n i W L29 S89 4818 W 61.00 L89 S19 1330E 132.29 L149 S69 2101 W 105.51 L209 S86 2106E 174.33 L269 S86 1548E 139.30 O o � o � n � o � n i o i n � o i n � L30 S00 11�42"E 20.00 L90 N69 06 48 W 28.28 L150 S59 45 33 W 45.48 L210 S69 06 48 E 28.28 L270 N83 17 34 E 67A7 0 m L31 S44048'18"W 28.28' L91 N69021'44"E 155.91' L151 N20053'12"E 28.28' L211 N69021'01"E 155.36' L271 S44048'18"W 28.28' L32 N00°11'42"W 10.00, L92 S59017'41"W 93.87' L152 N69006'48"W 28.28' L212 S59017'41"W 93.87' L272 S45011'42"E 28.28' L33 N45014'22"W 28.31' L93 N20053'12"E 28.28' L153 S59017'41"W 93.87' L213 N20053'12"E 28.28' L273 S84054'41"E 119.28' L34 S46027'18"E 34.63' L94 S69006'48"E 28.28' L154 N20053'12"E 28.28' L214 N69006'48"W 28.28' L274 S44048'18"W 28.28' L35 N44025'27"E 28.43' L95 N65053'12"E 20.00' L155 N69006'48"W 28.28' L215 N65053'12"E 20.00' L275 S69006'48"E 28.28' L36 S04059'29"W 138.12' L96 N20053'12"E 28.28' L156 S69049'06"W 116.21' L216 S20053'12"W 28.28' L276 N69049'06"E 116.21' L37 N08033'08"W 73.03' L97 N69006'48"W 28.28' L157 S59017'41"W 93.87' L217 N69006'48"W 28.28' L277 S59017'41"W 93.87' L38 S45017'01"E 28.28' L98 N20053'12"E 28.28' L158 N20053'12"E 28.28' L218 S69049'06"W 116.21' L278 S20053'12"W 28.28' L39 N44042'59"E 28.28' L99 S59044'50"W 45.76' L159 N69006'48"W 28.28' L219 N59045'33"E 68.47' L279 S69006'48"E 28.28' L40 S04025'20"W 105.82' L100 S69021'22"W 105.34' L160 N65053'12"E 20.00' L220 N20053'12"E 28.28 L280 N69049'06"E 116.21' L41 S09007'18"E 53.03' L101 S59045'12"W 68.71' L161 S20053'12"W 28.28' L221 S69021'01"W 155.36' L281 N59043'20"E 102.90' L42 N45017'01"W 28.28' L102 S31037'42"E 70.78' L162 S69006'48"E 28.28' L222 S69006'48"E 28.28' L282 S20053'12"W 28.28' L43 N44042'59"E 28.28' L103 S19013'30"E 132.29' L163 S69049'06"W 116.21' L223 N69021'01"E 105.51' L283 S69006'48"E 28.28' L44 S08052'55"W 49.36' L104 S69006'48"E 28,28' L164 S59045'12"W 68.71' L224 N59045'33"E 45.48' L284 S69049'06"W 116.21' L45 N45017'01"W 28.28' L105 S74010'37"W 77.86' L165 N20053'12"E 28.28' L225 N20053'12"E 28.28' L285 N59017'41"E 93.87' L46 S08033'08"E 60,03' L106 N53041'08"E 37.04' L166 N69006'48"W 28.28' L226 N24006'48"W 17.00' L286 N20053'12"E 28.28' L47 N05000'00"E 119.28' L107 S20053'12"W 24.04' L167 N20053'12"E 28.28' L227 S17048'58"E 29.32' L287 S69006'48"E 28.28' L48 N44042'59"E 28.28' L108 S69006'48"E 28.28' L168 N65053'12"E 20.00' L228 S21°57'17"W 67.43' L288 N65053'12"E 20.00' LAND L49 N45017'01"W 28.28' L109 S20053'12"W 28.28' L169 S69006'48"E 28.28' L229 N74018'58"E 28.28' L289 N20053'12"E 28.28' �����FtcarF�osG� 23945 G rn L50 N44042'59"E 28.28' L110 N20010'54"W 152.68' L170 S20053'12"W 28.28' L230 N15041'02"W 28.28' L290 N69006'48"W 28.28' B DIEH I J. Lo,�O`�. � L51 N24006'48"W 29,22' 1-111 N30042'19"W 74.11' L171 N65053'12"E 20.00' L231 N47050'05"W 20.05' L291 N20053'12"E 28.28' fes. ned P L52 S74043'55"E 30.92' L112 S69006'48"E 28.28' L172 S69006'48"E 28.28' L232 N88054'16"E 28.99' L292 N65053'12"E 20.00' EX ES 9-30-23 L53 N69047'47"E 124.57' L113 S20053'12"W 28.28' L173 N69021'22"E 155.63' L233 S01°47'30"W 28.99' L293 S69006'48"E 28.28' COMPLETED SURVEY FIELD L54 S59017'41"W 93.87' L114 N19016'43"W 134.21' L174 S59017'41"W 87.04' L234 S37051'47"E 154.23' L294 S20053'12"W 28.28' WORK ON N/A CHECKED BY o � o � o �� o �� � o �� � -q GSR/BJD L55 N20 5312� E 28.28 L115 N69 0648� W 28.2$ L175 N20 5312� E 28.28 L235 S66 4901� E 33.91 L295 N65 5312� E 20.00 LL CAD TECHNICIAN MJS/JKP L56 N69006'48"W 28.28' L116 S69025'38"W 158.78' L176 S35022'02"E 68.96' L236 S74009'01"W 79.34' L296 S68056'40"E 61.10' SCALE NTS L57 N69049'06"E 116.21' L117 S59040'57"W 71.68' L177 S72005'54"E 29.72' L237 N55004'18"E 29.82' L297 N20053'12"E 28.28' DATE 7/5/2022 L58 S59017'41"W 93.87' L118 N20053'12"E 28,28' L178 S20013'57"W 34.95' L238 S24049'44"W 26.42' L298 S69006'48"E 28.28' JOB NUMBER N WP 215255.02 CD L59 N20053'12"E 28.28' L119 N09007'18"W 53.03' L179 N24006'48"W 25.93' L239 S70007'45"W 32.68' L299 N69048'46"E 218.19' SHEET L60 N69006'48"W 28.28' L120 S45017'01"E 28.28' L180 S69044'25"E 28.59' L240 N20036'59"E 105.27' L300 N42°29'14"E 134.76' 0 25 OF 27 0 m N LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES 1 8,175 0.1877 57 6,250 0.1435 113 6,250 0.1435 169 8,919 0.2047 225 6,952 0.1596 281 12,692 0.2914 337 10,532 0.2418 393 13,130 0.3014 2 6,250 0.1435 58 250 0.1435 114 8,425 0.1934 170 8,330 0.1912 226 6,953 0.1596 282 8,100 0.1860 338 10,195 0.2340 394 11,505 0.2641 3 6,250 0.1435 59 6,250 0.1435 115 6,232 0.1431 171 8,705 0.1998 227 6,952 0.1596 283 8,100 0.1860 339 8,100 0.1860 395 8,168 0.1875 Wood,Patel&Associates, Inc. 4 6,250 0.1435 60 6,250 0.1435 116 6,250 0.1435 172 6,250 0.1435 228 7,498 0.1721 284 8,100 0.1860 340 8,100 0.1860 396 8,168 0.1875 Civil Engineering Water Resources Land Survey 5 6,250 0.1435 61 6,260 0.1437 117 6,250 0.1435 173 6,250 0.1435 229 9,300 0.2135 285 8,100 0.1860 341 8,100 0.1860 397 8,168 0.1875 Construction Management 6 6,250 0.1435 62 8,175 0.1877 118 6,250 0.1435 174 6,250 0.1435 230 7,375 0.1693 286 8,980 0.2062 342 8,100 0.1860 398 8,168 0.1875 602.335.8500 www.woodpatel.com 7 6,250 0.1435 63 6,250 0.1435 119 6,250 0.1435 175 6,250 0.1435 231 7,375 0.1693 287 8,100 0.1860 343 8,259 0.1896 399 8,167 0.1875 8 6,250 0.1435 64 6,250 0.1435 120 6,250 0.1435 176 6,250 0.1435 232 9,300 0.2135 288 8,100 0.1860 344 9,849 0.2261 400 8,168 0.1875 9 6,250 0.1435 65 6,250 0.1435 121 6,250 0.1435 177 6,250 0.1435 233 7,619 0.1749 289 8,100 0.1860 345 9,718 0.2231 401 8,167 0.1875 10 6,250 0.1435 66 6,250 0.1435 122 6,250 0.1435 178 6,250 0.1435 234 7,493 0.1720 290 8,100 0.1860 346 8,245 0.1893 402 12,692 0.2914 11 6,250 0.1435 67 6,250 0.1435 123 6,250 0.1435 179 6,250 0.1435 235 7,492 0.1720 291 12,693 0.2914 347 8,100 0.1860 403 10,665 0.2448 12 8,175 0.1877 68 6,250 0.1435 124 61250 0.1435 180 6,250 0.1435 236 7,493 0.1720 292 10,665 0.2448 348 8,100 0.1860 404 12,693 0.2914 13 6,250 0.1435 69 6,250 0.1435 125 6,250 0.1435 181 6,250 0.1435 237 7,492 0.1720 293 12,693 0.2914 349 8,100 0.1860 405 8,303 0.1906 14 6,250 0.1435 70 6,250 0.1435 126 8,675 0.1992 182 6,250 0.1435 238 7,936 0.1822 294 8,100 0.1860 350 10,195 0.2340 406 8,302 0.1906 15 6,250 0.1435 71 8,175 0.1877 127 6,750 0.1550 183 6,250 0.1435 239 9,009 0.2068 295 8,100 0.1860 351 12,693 0.2914 407 8,303 0.1906 16 6,250 0.1435 72 9,363 0.2149 128 6,750 0.1550 184 6,250 0.1435 240 11,470 0.2633 296 8,100 0.1860 352 10,665 0.2448 408 8,302 0.1906 17 6,250 0.1435 73 7,4 37 0.1707 129 8,675 0.1992 185 6,250 0.1435 241 12,294 0.2822 297 8,100 0.1860 353 12,692 0.2914 409 8,302 0.1906 18 6,250 0.1435 74 7,7 04 0.1769 130 6,837 0.1570 186 6,241 0.1433 242 6,250 0.1435 298 9,046 0.2077 354 13,440 0.3086 410 8,303 0.1906 19 6,250 0.1435 75 8,826 0.2026 131 6,688 0.1535 187 6,250 0.1435 243 6,250 0.1435 299 9,232 0.2119 355 10,134 0.2327 411 9,984 0.2292 20 8,675 0.1992 76 9,233 0.2120 132 6,688 0.1535 188 6,250 0.1435 244 6,250 0.1435 300 8,100 0.1860 356 11,350 0.2606 412 11,252 0.2583 21 6,750 0.1550 77 8,436 0.1937 133 6,688 0.1535 189 6,250 0.1435 245 6,250 0.1435 301 8,100 0.1860 357 12,693 0.2914 413 8,772 0.2014 22 6,750 0.1550 78 7,383 0.1695 134 6,687 0.1535 190 6,250 0.1435 246 6,250 0.1435 302 8,100 0.1860 358 10,665 0.2448 414 8,775 0.2014 304 0.1906 191 6,250 0.1435 247 6,250 0.1435 303 12,693 0.2914 359 12,693 0.2914 415 8,775 0.2014 � W 23 8,675 0.1992 79 6,313 0.1449 135 8, Q 24 6,250 0.1435 80 6,312 0.1449 136 8,669 0.1990 192 6,250 0.1435 248 6,250 0.1435 304 10,665 0.2448 360 8,095 0.1858 416 8,775 0.2014 r o � Q 25 6,250 0.1435 81 6,312 0.1449 137 7,409 0.1701 193 6,250 0.1435 249 6,250 0.1435 305 12,692 0.2914 361 8,100 0.1860 417 8,775 0.2014 U o 26 6,250 0.1435 82 6,313 0.1449 138 7,222 0.1658 194 6,250 0.1435 250 6, 250 0.1435 306 8,800 0.2020 362 8,100 0.1860 418 12,692 0.2914 J z Q � � 27 6,250 0.1435 83 8,238 0.1891 139 7,223 0.1658 195 6,250 0.1435 251 6,250 0.1435 307 8,8 04 0.2021 363 8,100 0.1860 419 10,665 0.2448 0 '-'-' 28 6,250 0.1435 84 8,175 0.1877 140 7,223 0.1658 196 6,250 0.1435 252 6,250 0.1435 308 8,804 0.2021 364 8,100 0.1860 420 12,692 0.2914 0CL um j 29 6,250 0.1435 85 6,250 0.1435 141 6,250 0.1435 197 6,250 0.1435 253 6,250 0.1435 309 8,804 0.2021 365 10,514 0.2414 421 8,516 0.1955 m 30 6,250 0.1435 86 6,250 0.1435 142 6,250 0.1435 198 8,737 0.2006 254 6,250 0.1435 310 8,804 0.2021 366 10,742 0.2466 422 8,370 0.1921 31 8,175 0.1$77 87 6,250 0.1435 143 6,250 0.1435 199 6,812 0.1564 255 8,175 0.1877 311 8,804 0.2021 367 9,114 0.2092 423 8,370 0.1921 32 6,250 0.1435 88 6,250 0.1435 144 6,250 0.1435 200 6,812 0.1564 256 12,327 0.2830 312 8,804 0.2021 368 8,100 0.1860 424 8,370 0.1921 33 6,250 0.1435 $9 6,250 0.1435 145 6,250 0.1435 201 6,875 0.1578 257 8,100 0.1860 313 8,804 0.2021 369 8,100 0.1860 425 8,370 0.1921 34 6,250 0.1435 90 6,250 0.1435 146 6,262 0.1438 202 8,675 0.1992 258 8,100 0.1860 314 8,804 0.2021 370 8,309 0.1908 426 8,370 0.1921 35 6,250 0.1435 91 6,250 0.1435 147 8,134 0.1867 203 6,750 0.1550 259 8,100 0.1860 315 8,804 0.2021 371 14,444 0.3316 427 8,370 0.1921 36 6,250 0.1435 92 6,250 0.1435 148 6,250 0.1435 204 6,750 0.1550 260 8,100 0.1860 316 8,392 0.1926 372 8,100 0.1860 428 10,840 0.2488 37 6,250 0.1435 93 8,175 0.1877 149 6,250 0.1435 205 8,675 0.1992 261 8,100 0.1860 317 8,100 0.1860 373 8,100 0.1860 429 9,118 0.2093 3$ 6,250 0.1435 94 8,425 0.1934 150 6,250 0.1435 206 6,875 0.1578 262 8,100 0.1860 318 8,100 0.1860 374 8,100 0.1860 430 8,775 0.2014 39 6,250 0.1435 95 250 0.1435 151 10,941 0.2512 207 6,813 0.1564 263 8,100 0.1860 319 12,537 0.2878 375 8,100 0.1860 431 8,775 0.2014 40 6,250 0.1435 96 6,250 0.1435 152 8,316 0.1909 208 6,813 0.1564 264 8,100 0.1860 320 8,100 0.1860 376 8,100 0.1860 432 8,775 0.2014 41 6,250 0.1435 97 6,250 0.1435 153 7,747 0.1779 209 8,737 0.2006 265 8,100 0.1860 321 8,100 0.1860 377 8,100 0.1860 433 8,775 0.2014 42 8,175 0.1$77 98 6,250 0.1435 154 7,222 0.1658 210 8,175 0.1877 266 8,100 0.1860 322 9,819 0.2254 378 8,100 0.1860 434 8,775 0.2014 43 9,175 0.2106 99 6,250 0.1435 155 7,223 0.1658 211 6,250 0.1435 267 10,195 0.2340 323 9,463 0.2172 379 12,693 0.2914 435 9,118 0.2093 44 8,289 0.1903 100 6,2 50 0.1435 156 7,222 0.1658 212 6,250 0.1435 268 10,195 0.2340 324 14,374 0.3300 380 10,665 0.2448 436 12,692 0.2914 45 9,563 0.2195 101 6,250 0.1435 157 7,222 0.1658 213 6,250 0.1435 269 8,100 0.1860 325 10,195 0.2340 381 12,692 0.2914 437 10,665 0.2448 46 9,297 0.2134 102 7,471 0.1715 158 7,381 0.1694 214 6,250 0.1435 270 8,100 0.1860 326 8, . , `�� LAND 100 0.1860 382 8,485 01948 438 12693 0.2914 � �FtcarF s � G CO 23945 Pz 47 9,199 0.2112 103 7,250 0.1664 159 9,300 0.2135 215 250 0.1435 271 8,100 0.1860 327 8,100 0.1860 383 8,370 0.1921 439 10,805 0.2481 BRIANJ. �� < 48 7,542 0.1732 104 7,445 0.1709 160 7,375 0.1693 216 6,250 0.1435 272 8,100 0.1860 328 9,023 0.2071 384 8,370 0.1921 440 10,125 0.2324 es. ned A 49 7,250 0.1664 105 8,557 0.1964 161 7,375 0.1693 217 6,250 0.1435 273 8,100 0.1860 329 9,278 0.2130 385 8,370 0.1921 441 10,125 0.2324 50 9,175 0.2106 106 9,177 0.2107 162 9,300 0.2135 218 6,250 0.1435 274 9,091 0.2087 330 9,580 0.2199 386 8,370 0.1921 442 10,125 0.2324 EX ES 9-30-23 COMPLETED SURVEY FIELD 51 8,175 0.1$77 107 , WORK ON N/A 250 0.1435 163 7,489 0.1719 219 6,250 0.1435 275 8,100 0.1860 331 9,610 0.2206 387 8,370 0.1921 443 10,125 0.2324 CHECKED BY GSR/BJD 52 6,250 0.1435 108 6,250 0.1435 164 290 0.1674 220 16,242 0.3729 276 8,100 0.1860 332 9,317 0.2139 388 8,370 0.1921 444 10,805 0.2481 LL CAD TECHNICIAN MJS/JKP 53 6,250 0.1435 109 6,250 0.1435 165 7,290 0.1674 221 9,318 0.2139 277 8,100 0.1860 333 9,085 0.2086 389 9,821 0.2254 445 12,692 0.2914 ALE NTS 54 6,250 0.1435 110 6,250 0.1435 166 7,290 0.1674 222 6,953 0.1596 278 8,100 0.1860 334 8,175 0.1877 390 11,373 0.2611 446 10,665 0.2448 � DATE LO 7/5/2022 JOB NUMBER 55 0.1435 111 6,250 0.1435 167 7,290 0.1674 223 6,952 0.1596 279 12,693 0.2914 335 8,100 0.1860 391 10,281 0.2360 447 12,692 0.2914 N WP 215255.02 N 56 6,250 0.1435 112 6,2 50 0.1435 168 7,634 0.1752 224 6,952 0.1596 280 10,665 0.2448 336 8,100 0.1860 392 8,485 0.1948 448 9,590 0.2202 CD _o 26 OF 27 m N LOT AREA TABLE LOT AREA TABLE TRACT AREA TABLE PARCEL AREA TABLE SITE DATA TABLE LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES SQUARE FEET ACRES USEAGE SQUARE FEET ACRES USEAGE A GROSS PROJECT AREA 9,215,389 SQ.FT. 211.6 AC. 449 9,585 0.2200 505 10,641 0.2443 TRACT A 29,600 0.6795 OPEN SPACE, RETENTION PARCEL 08 151,948 3.4883 PRIVATE PARK 450 9,585 0.2200 506 10,395 0.2386 TRACT B 42,081 0.9660 OPEN SPACE, RETENTION PARCEL 09 341,041 7.8292 PUBLIC PARK B NET PROJECT AREA 8,724,787 SQ.FT. 200.3 AC. 451 9,585 0.2200 507 10,395 0.2386 TRACT C 32,908 0.7555 OPEN SPACE PARCEL 10 443,511 10.1816 FUTURE DEVELOPMENT C CURRENT DEVELOPMENT GROSS PROJECT SQ.FT. 171.3 AC. AREA 7,462,074 Wood,Patel&Associates, Inc. 452 9,590 0.2202 508 10,395 0.2386 TRACT D 47,490 1.0902 OPEN SPACE, RETENTION PARCEL 11 336,087 7.7155 FUTURE DEVELOPMENT D CURRENT DEVELOPMENT NET PROJECT SQ.FT. 165.1 AC. Civil Engineering AREA 7,192,517 Water Resources Land Survey 453 12,693 0.2914 509 10,395 0.2386 TRACT E 51,840 1.1901 OPEN SPACE, RETENTION PARCEL 12 341,327 7.8358 FUTURE DEVELOPMENT Construction Management E CURRENT DEVELOPMENT OPEN SPACE* 1,463,666 SQ.FT. 33.6 AC. 454 10,665 0.2448 510 10,395 0.2386 TRACT F 10,961 0.2516 OPEN SPACE, RETENTION PARCEL 13 383,969 8.8147 FUTURE DEVELOPMENT 602.335.8500 455 12,693 0.2914 511 12,490 0.2867 TRACT G 48,243 1.1075 OPEN SPACE, RETENTION PARCEL 14 27,375 0.6284 FUTURE DEVELOPMENT E1 ACTIVE OPEN SPACE 1,457,076 SQ.FT. 33.5 AC. www.woodpatel.com 456 9,590 0.2202 512 12,490 0.2867 TRACT H 1,233 0.0283 OPEN SPACE PARCEL 15 270,215 6.2033 PUBLIC PARK E2 PASSIVE OPEN SPACE 6,590 SQ.FT. 0.2 AC. 457 9,585 0.2200 513 10,395 0.2386 TRACT I 10,714 0.2460 OPEN SPACE, RETENTION TOTAL 2,295,473 52.6968 F PERCENT OPEN SPACE (E/C) 19.6% 458 9,585 0.2200 514 10,395 0.2386 TRACT J 10,714 0.2460 OPEN SPACE, RETENTION G PERCENT ACTIVE OPEN SPACE (E1/E) 99.5% 459 9,585 0.2200 515 10,395 0.2386 TRACT K 10,714 0.2460 OPEN SPACE, RETENTION 460 9,590 0.2202 516 10,395 0.2386 TRACT L 10,714 0.2460 OPEN SPACE, RETENTION H FUTURE DEVELOPMENT GROSS AREA** 1,753,315 SQ.FT. 40.3 AC. 461 12,693 0.2914 517 10,395 0.2386 TRACT M 10,714 0.2460 OPEN SPACE, RETENTION I FUTURE DEVELOPMENT NET AREA 1,532,270 SQ.FT. 35.2 AC. 462 10,597 0.2433 518 10,641 0.2443 TRACT N 15,841 0.3637 OPEN SPACE J NUMBER OF LOTS 554 463 10,598 0.2433 519 12,693 0.2914 TRACT 0 21,131 0.4851 OPEN SPACE, RETENTION K EXISTING ZONING MPC 464 10,598 0.2433 520 10,665 0.2448 TRACT P 27,071 0.6215 OPEN SPACE, RETENTION L PROPOSED ZONING MPC 465 10,598 0.2433 521 12,692 0.2914 TRACT Q 36,830 0.8455 OPEN SPACE, RETENTION 466 10,878 0.2497 522 10,641 0.2443 TRACT R 46,162 1.0597 OPEN SPACE M GROSS PROJECT DENSITY (J/C) 3.23 DU/GROSS AC 467 12,692 0.2914 523 10,395 0.2386 TRACT S 17,680 0.4059 OPEN SPACE, RETENTION N NEIGHBORHOOD RIGHT-OF-WAY 1,022,614 1 SQ.FT. 23.48 AC. 468 10,665 0.2448 524 10,395 0.2386 TRACT T 5,357 0.1230 OPEN SPACE OPEN SPACE WITHIN FUTURE DEVELOPMENT PARCELS NOT INCLUDED IN OPEN SPACE CALCULATION. 469 12,693 0.2914 525 10,395 0.2386 TRACT U 108,616 2.4935 OPEN SPACE, RETENTION ** OPEN SPACE WITHIN FUTURE DEVELOPMENT PARCELS TO MEET THE REQUIRED MINIMUM PERCENTAGE OF OPEN SPACE AS SPECIFIED IN THE APPROVED MASTER PLANNED COMMUNITY DOCUMENT. FUTURE DEVELOPMENT PARCEL DEVELOPERS ARE 470 10,878 0.2497 526 10,395 0.2386 TRACT V 23,481 0.5391 OPEN SPACE, RETENTION REQUIRED TO PROVIDE OPEN SPACE AREA AND PERCENTAGE TO THE CITY AND THE MASTER DEVELOPER WITH THE FINAL SITE PLAN. 471 10,597 0.2433 527 10,395 0.2386 TRACT W 43,067 0.9887 OPEN SPACE, RETENTION W Q Q Q o J � 472 10,597 0.2433 528 12,490 0.2867 TOTAL 663,162 15.2244 r I.i� Q 473 10,597 0.2433 529 13,141 0.3017 U o 474 10,597 0.2433 530 10,260 0.2355 J 0z Q � � 475 12,693 0.2914 531 10,260 0.2355 CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE O �_ to Q 476 14,498 0.3328 532 10,260 0.2355 CL CURVE DELTA RADIUS ARC CHORD BEARING CHORD CURVE DELTA RADIUS ARC CHORD BEARING CHORD CURVE DELTA RADIUS ARC CHORD BEARING CHORD CURVE DELTA RADIUS ARC CHORD BEARING CHORD 0 um 477 10,057 0.2309 533 10,260 0.2355 C1 31019'56" 24.00' 13.12' N08026'50"W 12.96' C31 90000'00" 10.00' 15.71' N69006'48"W 14.14' C61 17035'10" 416,00' 127.68' N74040'46"E 127A8' C91 90000'00" 10.00' 15.71' S69006'48"E 14.14' co 478 10,058 0.2309 534 12,355 0.2836 C2 31019'56" 24.00' 13.12' S08026'50"E 12.96' C32 90000'00" 10.00' 15.71' N20053'12"E 14.14' C62 90000'00" 10.00' 15.71' S44048'18"W 14.14' C92 90000'00" 10.00' 15.71' N20053'12"E 14.14' 479 10,058 0.2309 535 12,254 0.2813 C3 31019'56" 24.00' 13.12' S39046'46"E 12.96' C33 90000'00" 10.00' 15.71' S69006'48"E 14.14' C63 20032'19" 184.00' 65.96' N55037'02"E 65.60' C93 90000'00" 10.00' 15.71' N69006'48"W 14A4' 480 10,057 0.2309 536 10,260 0.2355 C4 31019'56" 24.00' 13.12' N39046'46"W 12.96' C34 90000'00" 10.00' 15.71' S20053'12"W 14.14' C64 20032'19" 200.00' 71.69' N55037'02"E 71.31' C94 90000,001, 10.00, 15.71' N20053'12"E 14A4' 481 10,058 0.2309 537 10,260 0.2355 C5 3001'57" 966.50' 51.15' N22035'50"W 51.15' C35 90000'00" 10.00' 15.71' S69006'48"E 14.14' C65 20032'19" 216.00' 77.43' N55037'02"E 77.01' C95 90000'00" 10.00' 15.71' S69006'48"E 14.14' 482 10,057 0.2309 538 10,260 0.2355 C6 45051'24" 966.50' 773.54' N06023'16"E 753.06' C36 90000'00" 10.00' 15.71' N20053'12"E 14.14' C66 90000'00" 10.00' 15.71' N69006'48"W 14.14' C96 90000'00" 10.00' 15.71' S20053'12"W 14.14' 483 10,058 0.2309 539 10,260 0.2355 C7 31019'56" 24.00' 13.12' N44058'56"E 12.96' C37 90000'00" 10.00' 15.71' S44042'59"W 14.14' C67 90000,001, 10.00, 15.71' S20053'12"W 14.14' C97 36034'14" 216.00' 137.87' N47036'05"E 135.54' 484 12,152 0.2790 540 13,060 0.2998 C8 31°19'56" 24.00' 13.12' S44058'56"W 12.96' C38 90000,001, 36.00' 56.55' S44042'59"W 50.91' C68 31°35'34" 116.00' 63.96' S44053'15"E 63.15' C98 36034'14" 184.00' 117.44' N47036'05"E 115.46' 485 12,343 0.2834 541 17,826 0.4092 C9 31019'56" 24.00' 13.12' S13039'00"W 12.96' C39 23049'48" 416.00' 173.02' N77048'05"E 171.77' C69 3030'46" 762,50' 46.75' N27033'35"E 46.74' C99 36034'14" 200.00' 127.66' N47036'05"E 125.50' 486 9,922 0.2278 542 9,450 0.2169 C10 31019'56" 24.00' 13.12' N13039'00"E 12.96' C40 23049'48" 400.00' 166.36' N77048'05"E 165.17' C70 12002'03" 516.00' 108.38' S54040'01"E 108.18' C100 36034'14" 216.00' 137.87' N47036'05"E 135.54' 487 9,923 0.2278 543 17,307 0.3973 C11 26041'02" 1033.50' 481.32' S15058'27"W 476.98' C41 23049'48" 384.00' 159.71' N77048'05"E 158.56' C71 3041'30" 794.50' 51.19' N22016'03"W 51.18' C101 36034'14" 200.00' 127.66' N47036'05"E 125.50' C12 9040'47" 265.00' 44.77' N07028'19"E 44.72' C42 23049'48" 416.00' 173.02' N77048'05"E 171.77' C72 44049'25" 794,50' 621,55' N06054'15"E 605.82' C102 36034'14" 184.00' 117.44' N47036'05"E 115.46' 488 9,923 0.2278 544 9,450 0.2169 C13 12030'40" 265.00' 57.87' S06003'23"W 57.75' C43 23049'48" 400.00' 166.36' N77048'05"E 165.17' C73 53025'46" 778,50' 725.97' N02036'05"E 699.95' C103 8053'06" 250,00' 38.77' S04014'51"W 38.73' 489 9,923 0.2278 545 9,450 0.2169 C14 48024'19" 1000.00' 844.83' N05006'48"E 819.93' C44 23049'48" 384.00' 159.71' N77048'05"E 158.56' C74 19038'49" 762.50' 261.46' N10010'46"E 260.18' C104 8053'06" 250.00' 38.77' N04014'51"E 38.73' 490 9,923 0.2278 546 9,450 0.2169 C15 29030'55" 1000.00' 515.14' S14033'30"W 509.46' C45 90000'00" 10.00' 15.71' S69006'48"E 14.14' C75 22022'21 116.00' 45.29' S71°52'13"E 45.01' C105 36034'14" 188.50' 120.32' S42023'55"E 118.28' 491 9,922 0.2278 547 9,450 0.2169 C16 90000'00" 10.00' 15.71' S45017'01"E 14.14' C46 90000'00" 10.00' 15.71' N20053'12"E 14.14' C76 36034'14" 100.00' 63.83' S42023'55"E 62.75' C106 36034'14" 211.50' 135.00' S42023'55"E 132.72' 492 9,923 0.2278 548 9,450 0.2169 C17 90000'00" 10.00' 15.71' S44042'59"W 14.14' C47 90000'00" 10.00' 15.71' N69006'48"W 14.14' C77 30004'41 89.00' 46.72' S45038'42"E 46.19' C107 36034'14" 200.00' 127.66' S42023'55"E 125.50' 493 9,923 0.2278 549 9,450 0.2169 C18 90000'00" 36.00' 56.55' S45017'01"E 50.91' C48 90000'00" 10.00' 15.71' N20053'12"E 14.14' C78 19035"5" 89.00' 30.43' S70028'40"E 30.28' C108 81025'35" 28.52' 40.52' S68008'57"W 37.20' 450 0.2169 �`�� L A N� s 494 12,343 0.2834 550 9, C19 90°00'00" 36.00' 56.55' S44°42'59"W 50.91' C49 90°00'00" 10.00' 15.71' S69°06'48"E 14.14' C79 31°39'53" 100.00' 55.27' S76°30'59"E 54.56' C109 29°40'30" 101.80' 52.72' N41°20'00"E 52.14' `� ����FtCark� G 23945 �rn 495 12,490 0.2867 551 9,450 0.2169 C20 90000'00" 10.00' 15.71' N69006'48"W 14.14' C50 90000,00" 10.00' 15.71' S20053'12'W 14.14' C80 9049'53" 767.50' 131.69' N09057'07"W 131,53' C110 61 048'04" 68.46' 73.84' S22021'07"W 70.31' BRIAN J. a� DIEHLle`� 496 10,395 0.2386 552 9,450 0.2169 C21 90000'00" 10.00' 15.71' S20053'12"W 14.14' C51 4059"9" 584.00' 50.85' S26036'28"E 50.83' C81 3053'00" 762.50' 51.68' N2201018"W 51.67' C111 80056'52" 62.64' 88.49' N34019'39"E 81.31' fes. ned 497 10,395 0.2386 553 9,450 0.2169 A,U P C22 23049'48" 316.00' 131.43' N77048'05"E 130.48' C52 36034'14" 616.00' 393.18' S42023'55"E 386.54' C82 90000'00" 10.00' 15.71' N45011'42"W 14.14' C112 13041'20" 40.00' 9.56' S67057'25"W 9.53' 498 10,395 0.2386 554 9,445 0.2168 C23 23 49 48 300.00 124.77 N77 48 05 E 123.88 C53 36 3414 600.00 382.97 S42 23 55 E 376.50 C83 90 00 00 36.00 56.55 N45 1142 W 50.91 C113 42 0 3131 86.11 63.91 S39 50 59 W 62.46 Ex' Es 9-30-23 COMPLETED SURVEY FIELD 499 10,395 0.2386 TOTAL 4,743,540 108.9002 C24 23049'48" 284.00' 118.12' N77048'05"E 117.27' C54 36034'14" 484.00' 308.93' S42023'55"E 303.71' C84 66004'54" 47.00' 54.21' S32050'45"W 51.25' C114 116041'32" 79.70' 162.32' N76022'05"E 135.69' WORK ON N/A CHECKED BY 500 10,395 0.2386 C25 21°20'21" 216.00' 80.45' N76033'22"E 79.98' C55 36034'14" 500.00' 319,14' S42023'55"E 313.75' C85 66004'54" 31.00' 35.75' S32050'45"W 33.80' C115 35006'34" 78.73' 48.25' N57046'33'W 47.49' GSR/BJD LL CAD TECHNICIAN MJS/JKP 501 10,641 C26 23°49'48" 200.00' 83.18' N77°48'05"E 82.58' C56 16°32'26" 516.00' 148.96' S32°23'02"E 148.45' C86 23°55'06" 384.00' 160.30' N77°50'45"E 159.14' C116 20°13'34" 20.65' 7.29' S67°51'19"E 7.25' N . ALE NTS 502 12,692 0.2914 C27 17 4717 184.00 57.12 N74 46 50 E 56.90 C57 90 00 00 10.00 15.71 S45 17 01 E 14.14 C87 23 55 06 400.00 166.98 N77 50 45 E 165.77 C117 58 52 41 30.00 30.83 N87 10 52 W 29.49 DATE 7/5/2022 C28 157031'34" 5.00' 13.75' S65°53'12'W 9.81' C58 90000'00" 36.00' 56.55' S45017'01"E 50.91' C88 23055'06" 416.00' 173.66' N77050'45"E 172.40' C118 41008'32" 20.34' 14.60' N83057'03"E 14.29' JOB NUMBER 503 10,665 0.2448 N WP 215255.02 C29 101014'13" 10.00' 17.67' N15016'05"E 15.46' C59 23049'48" 384.00' 159.71' N77048'05"E 158,56' C89 90°00'00" 10.00' 15.71' N44048'18"E 14.14' C119 57°48'54" 35.89' 36.21' S70009'21"W 34.69' Y SHEET 504 12,692 0.2914 0 C30 101 1413 10.00 17.67 S63 29 42 E 15.46 C60 23 49 48 400.00 166.36 N77 48 05 E 165.17 C90 90 00 00 36.00 56.55 N44 4818E 50.91 C120 15 37 07 34.81 9.49 N47 26 04 E 9.46 0 N BLOSSOM ROCK - LAND USE BUDGET TRACKING TABLE APPROVED DEVELOPMENT UNIT TOTALS DEVELOPMENT UNIT GROSS ACREAGE MINIMUM REQUIRED UNITS NON-RESIDENTIAL NOTES OPEN SPACE 15% GROSS FLOOR AREA 2 1408.38 AC. 211.26 AC. 5,470 221,700 S.F. EXISTING ALLOCATION GROSS ACREAGE OPEN SPACE UNITS NON-RESIDENTIAL GROSS FLOOR AREA Existing Total Allocation 0 0 10 0 Existing Total Allocation Remaining 11,408.38 1211.26 15,470 1221,700 PROPOSED ALLOCATION PROPOSED PARCELS(LAND USE) GROSS ACREAGE OPEN SPACE UNITS NON-RESIDENTIAL GROSS FLOOR AREA Phase 1(Single-Family Detached) 151.16 15.48 554 0 Phase 1 Parcel 8(Private Park) 3.49 3.49 0 4,320 2 Phase 1 Parcel 9(District Park) 8.22 7.83 0 0 Phase 1 Parcel 10(Future Multi-Family Residential 11.90 TBD TBD 0 1 H ousi ng)/Town homes Phase 1 Parcel 11(Future Multi-Family Residential 8.39 TBD TBD 0 1 Housing) Phase 1 Parcel 12(Future Multi-Family Residential 8.18 TBD TBD 0 1 Housing) Phase 1 Parcel 13(Future Commercial) 10.93 TBD 0 TBD 1 Phase 1 Parcel 14(Future Well Site) 0.85 TBD 0 0 Phase 1 Parcel 15(Linear Park) 8.44 6.81 0 0 PROPOSED ALLOCATION 211.56 33.61 554 4,320 PROPOSED TOTAL ALLOCATION 211.56 33.61 554 4,320 PROPOSED ALLOCATION REMAINING 1196.82 177.65 4,916 217,380 1)Table to be updated when future development parcels(10-14)complete a final site plan.TBD to be replaced with actual areas. 2)4,320 SF includes conditioned space within The Dutch community building. Accessory structures/buildings not conditioned are not included. City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 10. File ID: 22-441 Sponsor: Sidney Urias Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of approval of the Final Plat for Blossom Rock Phase 2 in order to facilitate a 691-lot residential subdivision consisting of approximately 168 acres zoned Master Planned Community(MPC). City of Apache Junction,Arizona Page 1 Printed on 711412022 City of Apache Junction / F��w Development Services Department ' CITY COUNCIL CONSENT AGENDA STAFF REPORT DATE: July 19, 2022 TO: Honorable Mayor and City Council Members THROUGH: Bryant Powell, City Manager Rudy Esquivias, Development Services Director CASE NUMBERS: Blossom Rock Phase 2 (SV-22-25) OWNERS: Brookfield ASLD 8500 LLC APPLICANT: Brookfield ASLD 8500 LLC ("Brookfield") REQUEST: Approval of Final Plat for Blossom Rock Phase 2 in order to facilitate a 691-lot residential subdivision consisting of approximately 168 acres zoned MPC ("Master Planned Community") LOCATION: The property is generally located on the northeast corner of Ray Avenue and Blossom Rock Trail GENERAL PLAN/ ZONING DESIGNATION: Master Planned Community ("MPC") /Master Planned Community (-MPC") SURROUNDING USES: North: MPC Blossom Rock future phases South: MPC Retained Property East: MPC Retained Property West: MPC Blossom Rock Phase 1 "SV-22-25,Final Plat for Blossom Rock Phase 2" July 19,2022 City Council Staff Report 1. BACKGROUND On October 5, 2021, the City of Apache Junction approved the Auction Property at Superstition Vistas Master Planned Community plan. Most recently Brookfield has submitted a preliminary plat for Blossom Rock Phase 2 which has been administratively approved by staff (the "Subdivision Committee" per the MPC) . Staff has found the proposed final plat to be in conformance with the preliminary plat, the Auction Property at Superstition Vistas Master Planned Community plan and the Superstition Vistas Master Infrastructure Reports . PROPOSALS The Final Plat proposes approval of a 691-lot residential subdivision with typical lot sizes ranging from 2, 997 to 9, 450 square feet. The property is generally located on the northeast corner of Ray Avenue and Blossom Rock Trail . Primary community entrances are proposed to be located via Ray Avenue and Blossom Rock Trail . PLANNING STAFF ANALYSIS Relationship to General Plan: The subject site is designated by the city' s General Plan as "Master Planned Community" . The proposed density of approximately 4 . 24 du/acre is consistent with the City of Apache Junction' s General Plan and density limits as established by the Auction Property at Superstition Vistas Master Planned Community plan. Infrastructure Improvements: Road improvements and necessary utility infrastructure improvements will be built and dedicated to the city prior to the final inspection and approval of any individual residential lots . Furthermore, all other necessary on-site improvements, such as community amenities, retention basins, accessible routes, and landscape buffers, will be built during the first phase of on- site construction. ,,SV-22-25,Final Plat for Blossom Rock Phase 2" July 19,2022 City Council Staff Report 2 PLANNING DIVISION RECOMMENDATION Staff is supportive of the proposed Final Plat for Blossom Rock Phase 2, because of its conformance with the preliminary plat, the Auction Property at Superstition Vistas Master Planned Community plan and the Superstition Vistas Master Infrastructure Reports and respectfully recommends to the City Council to approve such request. --------------------------------------------------------------- RECOMMENDED MOTION FOR FINAL PLAT I move that the Apache Junction City Council approve SV-22-25, Final Plat for Blossom Rock Phase 2, as requested by Brookfield (owner and applicant) , for a 691-lot residential subdivision, located on the northeast corner of Ray Avenue and Blossom Rock Trail . S 6d*wy u rt,a4,, Prepared by Sidney Urias Principal Planner Attachments : Exhibit #1 - Final Plat for Blossom Rock Phase 2 Exhibit #2 - Land Use Budget as required by the MPC "SV-22-25,Final Plat for Blossom Rock Phase 2" July 19,2022 City Council Staff Report 3 DEDICATION WARNER AVENUE (ALIGNMENT) III EXISTING STATE OF ARIZONA ) FINAL PLAT CITY OF APACHE ) SS. JUNCTION COUNTY OF MARICOPA ) FOR CORPORATE LIMIT KNOW ALL MEN BY THESE PRESENTS: BLOSSOM ROCK PHASE 2 THAT THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, DOES HEREBY PUBLISH THIS FINAL PLAT FOR "BLOSSOM ROCK PHASE 2", A REPLAT OF PARCEL 9, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 RAY AVENUE- A REPLAT OF PARCEL 9, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 PHASE 1, RECORDED IN FEE NUMBER 2022- PINAL COUNTY RECORDS (PCR), PARCELS 10, 11, 12 AND 13, FINAL PLAT FOR RAY AVENUE - PHASE 1, RECORDED IN FEE NUMBER 20 , PINAL COUNTY RECORDS, (PCR), PARCELS 10, jr-SITE F_ Patel&Associates, Inc. INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 BLOSSOM ROCK TRAIL- PHASE 1, RECORDED IN FEE NUMBER w 11, 12 AND 13, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 BLOSSOM > Civil Engineering 2022- PCR AND A PORTION OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, APACHE w z water Resources JUNCTION, ARIZONA, AS SHOWN HEREON, AND HEREBY DECLARES THAT THIS PLAT SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS OF EACH OF ROCK TRAIL - PHASE 1, RECORDED IN FEE NUMBER 20 , , PCR AND A PORTION OF SECTION 20, o THE STREETS LOTS TRACTS PARCELS AND EASEMENTS CONSTITUTING SAME AND THAT EACH OF THE STREETS LOTS TRACTS PARCELS AND TOWNSHIP 1 SOUTH RANGE 8 EAST OF THE GILA AND SALT RIVER MERIDIAN APACHE JUNCTION ARIZONA o SECTION 20, o Construction coon Management EASEMENTS SHALL BE KNOWN BY THE NAME, NUMBER, OR LETTER GIVEN TO IT RESPECTIVELY. TI S, R8E Q z 602.335.8500 THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, HEREBY DEDICATES AND CONVEYS TO THE CITY OF APACHE o www.woodpatel.com JUNCTION, IN FEE, ALL REAL PROPERTY DESIGNATED ON THIS PLAT AS "RIGHT-OF-WAY" OR"R/W" FOR USE AS PUBLIC RIGHT-OF-WAY. o EASEMENTS ARE DEDICATED FOR THE PURPOSES SHOWN. OWNER DEVELOPER ENGINEER OWNER HEREBY DEDICATES TO THE CITY OF APACHE JUNCTION FOR USE AS SUCH THE PUBLIC UTILITY AND FACILITY EASEMENTS, AS SHOWN ON THE STATE OF ARIZONA BROOKFIELD ASLD 8500 LLC WOOD, PATEL&ASSOCIATES, INC. VICINITY MAP SAID PLAT AND INCLUDED IN THE ABOVE DESCRIBED PREMISES. THE DEDICATION OF REAL PROPERTY MARKED AS STREETS ON THIS PLAT IS A C/O ARIZONA STATE LAND DEPARTMENT 14646 N KIERLAND BLVD., SUITE 165 1630 SOUTH STAPLEY DRIVE - SUITE 219 NTS DEDICATION TO THE CITY OF APACHE JUNCTION, IN FEE, FOR THE CITY'S USE AS PUBLIC RIGHT-OF-WAY. THE DEDICATION OF REAL PROPERTY MARKED 1616 W ADAMS STREET SCOTTSDALE, ARIZONA 85254 MESA, ARIZONA 85204 AS PUBLIC UTILITY AND FACILITIES EASEMENTS IS A DEDICATION OF A PUBLIC UTILITY AND FACILITIES EASEMENT TO THE CITY, WITH SUCH DEDICATION PHOENIX, ARIZONA 85007 PHONE: 602-903-7506 PHONE: 480-834-3300 INCLUDING THE FOLLOWING USES: TO CONSTRUCT, INSTALL, ACCESS, MAINTAIN, REPAIR, RECONSTRUCT, REPLACE, REMOVE, UTILITIES AND FACILITIES PHONE: 602-542-2652 CONTACT: ERIC TUNE, P.E. CONTACT: DAN MATTHEWS, P.E. (INCLUDING, BUT NOT LIMITED TO, WATER, WASTEWATER, GAS, ELECTRIC, STORM WATER, PIPES, CONDUIT, CABLES, AND SWITCHING EQUIPMENT), CONTACT: MARK EDELMAN RAY AVENUE CONDUCTORS, CABLES, FIBER OPTICS, COMMUNICATION AND SIGNAL LINES, TRANSFORMERS, VAULTS, MANHOLES, CONDUITS, PIPES, AND CABLES, FIRE HYDRANTS, STREET LIGHTS, STREET PAVEMENT, CURBS, GUTTERS, SIDEWALKS, TRAFFIC SIGNALS, EQUIPMENT AND SIGNS, PUBLIC TRANSIT FACILITIES, NOTES CONTINUED SHELTERS AND IMPROVEMENTS, LANDSCAPING, STORM DRAINAGE, WATER RETENTION AND DETENTION, FLOOD CONTROL, AND ALL APPURTENANCES TO APPROVALS C ALL OF THE FOREGOING,AND ALL SIMILAR AND RELATED PURPOSES TO THE FORGOING, TOGETHER WITH THE RIGHT TO ALTER GROUND LEVEL BY CUT OR FILL (PROVIDED THAT GROUND LEVEL SHALL NOT BE ALTERED IN A MANNER THAT CONFLICTS WITH THE OPERATION, MAINTENANCE, OR REPAIR OF THIS FINAL PLAT HAS BEEN CHECKED FOR CONFORMANCE WITH THE REQUIREMENTS OF THE LAND 3. NO STRUCTURES, EARTHWORK OR OTHER CONSTRUCTION WILL BE CARRIED OUT IN EXISTING UTILITY OR PUBLIC IMPROVEMENTS)AND THE UNRESTRICTED RIGHT OF VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS TO, FROM, AND DEVELOPMENT CODE AND ANY OTHER APPLICABLE ORDINANCE AND REGULATIONS AND THAT ASSURANCES DRAINAGE PATHS OR RETENTION BASINS AS SHOWN ON THE APPROVED IMPROVEMENT PLANS ACROSS THE EASEMENT PROPERTY.ADDITIONALLY, THE CITY IS AUTHORIZED TO PERMIT OTHERS TO USE THE PUBLIC UTILITY AND FACILITY EASEMENT WILL BE PROVIDED PRIOR TO APPROVAL OF ALL RELATED IMPROVEMENT PLANS. AND, EXCEPT AS MAY BE APPROVED BY DEVELOPMENT SERVICES ENGINEER, FENCING WILL PROPERTY FOR ALL USES AND FACILITIES ALLOWED HEREIN. ALL OTHER EASEMENTS ARE HEREBY DEDICATED FOR THE PURPOSES SHOWN. UNLESS BE LIMITED TO WIRE-STRAND OR BREAK-AWAY SECTIONS THAT CANNOT IMPEDE WATER FLOW APPROVED OTHERWISE BY THE CITY OF APACHE JUNCTION, ALL EASEMENTS CREATED BY THIS PLAT ARE PERPETUAL AND NONEXCLUSIVE EASEMENTS. OR COLLECT DEBRIS WHICH WOULD IMPEDE WATER FLOW. VEGETATION SHALL NOT BE DEVELOPMENT SERVICES PRINCIPAL ENGINEER DATE PLANTED NOR ALLOWED TO GROW WITHIN DRAINAGE PATHS, EASEMENTS OR RETENTION OWNER HEREBY GRANTS TO THE CITY OF APACHE JUNCTION A PERMANENT, NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON ALL AREAS BASINS WHICH WOULD IMPEDE THE FLOW OF WATER. DESIGNATED ON THIS PLAT AS SIGHT VEHICULAR TRIANGLE ("SVT") FOR THE PURPOSE OF ESTABLISHING AREAS WITHIN WHICH NO LANDSCAPING MAY BE 4. MAINTENANCE OF THE DRAINAGE AREAS WITHIN THE TRACTS AND EASEMENTS SHALL BE THE INSTALLED OTHER THAN GROUND COVER, FLOWERS AND GRANITE LESS THAN 3 FOOT (MATURE) IN HEIGHT, AND/OR TREES WITH BRANCHES NO LESS APPROVED BY THE COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA THIS DAY OF RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK THAN 8 FEET ABOVE GROUND, WHICH TREES, IF ANY, MUST BE SPACED NOT LESS THAN 8 FEET A PART. 20_. AND THE CITY COUNCIL ACCEPTS THE RIGHTS-OF-WAY DEDICATED HEREIN RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING LOT, TRACT ON BEHALF OF THE PUBLIC. THE SUBDIVIDER HAS PROVIDED A CERTIFICATE OF ASSURED WATER SUPPLY OR PARCEL. SHOULD THE ASSOCIATION NOT ADEQUATELY MAINTAIN THEM, THE GOVERNINGENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS TRACTS A THROUGH Z, AA THROUGH AZ AND BA THROUGH BF ARE NOT TO BE CONSTRUED TO BE DEDICATED TO THE PUBLIC OR CITY, BUT WILL BE AS REQUIRED BY ARIZONA REVISED STATUTES 45.576 OR EVIDENCE THAT THE AREA HAS BEEN DESIGNATED LOCATED, AT ITS DISCRETION, MAY ENTER UPON AND MAINTAIN THE DRAINAGE AREAS, AND DEEDED TO THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, FOR ITS USE AND ENJOYMENT BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY. CHARGE THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL N AS MORE FULLY SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS AND SAID ORGANIZATION SHALL BE RESPONSIBLE ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING LOT, TRACT, PARCEL L1J FOR THE MAINTENANCE THEREOF. BY: ATTEST: THE COST OF THE MAINTENANCE. cn MAYOR CITY CLERK < z OWNER HEREBY DEDICATES AN EASEMENT FOR INGRESS/EGRESS FOR REFUSE, UTILITY AND EMERGENCY VEHICLES, PUBLIC UTILITY AND FACILITY ACKNOWLEDGMENT 5. ALL TRACTS NOT DEDICATED TO THE CITY OF APACHE JUNCTION SHALL BE IMPROVED IN EASEMENTS AND DRAINAGE EASEMENTS OVER TRACTS I, K, M, 0, Q, S, U, V, X, Z, AB, AD, AF, AG, Al, AK, AM, AO, AQ, AS, AU, AX, AZ, BA, BC, BD, BE AND BF. ACCORDANCE WITH THE APPROVED PLANS AND DEEDED TO THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, AFTER z STATE OF ARIZONA ) U o RECORDATION OF THE PLAT. O WITHOUT LIMITING IN ANY MANNER THE DEDICATIONS AND RIGHTS CREATED IN FAVOR OF THE CITY OF APACHE JUNCTION, ARIZONA BY THIS FINAL PLAT, COUNTY OF MARICOPA ) ss THE COSTS OF PUBLIC INFRASTRUCTURE CONSTRUCTED OR INSTALLED IN THE RIGHTS OF WAY OR PUBLIC EASEMENTS OR IN TRACTS C, F AND G 6. THE OVERHEAD UTILITY LINES ON OR ADJACENT TO THE SITE SHALL BE UNDERGROUNDED AS ESTABLISHED BY THIS FINAL PLAT, TO THE EXTENT THAT IT IS COMPRISED OF CFD-ELIGIBLE IMPROVEMENTS, MAY BE FINANCED WITH, AND BROOKFIELD THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20_, BY OUTLINED IN § 1-8-6(K), RELOCATION OF OVERHEAD WIRES AND EQUIPMENT, ZONING O ASLD 8500 LLC REIMBURSED BY, THE PROCEEDS OF BONDS ISSUED BY THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 (CITY OF ALL EXISTING AND PROPOSED ONSITE z LISA ATKINS, COMMISSIONER OF THE ARIZONA STATE LAND DEPARTMENT, STATE OF ARIZONA, ON BEHALF THEREOF. ORDINANCE, VOL. 11, APACHE JUNCTION CITY CODE. CL APACHE JUNCTION, ARIZONA), IN ACCORDANCE WITH THE TERMS OF THE DEVELOPMENT, FINANCING PARTICIPATION AND INTERGOVERNMENTAL OVERHEAD UTILITY LINES SHALL BE PLACED UNDERGROUND. U) AGREEMENT FOR SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 (CITY OF APACHE JUNCTION, ARIZONA), DATED AS OF OCTOBER 15, 2021, NOTARY PUBLIC um 0 RECORDED IN THE OFFICE OF THE PINAL COUNTY, ARIZONA, RECORDER, AS FEE NO. 2021-131167, AS AMENDED FROM TIME TO TIME. 7, THE CITY OR ANY GOVERNING ENTITY HAVING JURISDICTION OVER THE FINAL PLAT SHALL —j MY COMMISSION EXPIRES HAVE THE RIGHT TO ENFORCE ALL NOTES SHOWN AND ASSOCIATED WITH THE FINAL PLAT ON co OWNER HEREBY GRANTS TO THE CITY OF APACHE JUNCTION AND THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 ("CFD")A THE HOMEOWNERS' ASSOCIATION OR ALL FUTURE OWNERS, ASSIGNS AND SUCCESSORS IN PERMANENT, NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON TRACTS C, F AND G DESIGNATED ON THIS PLAT FOR THE PURPOSE OF INTEREST AND/OR BENEFITING PROPERTIES. PUBLIC USE AND ENJOYMENT; PROVIDED THAT THE CITY OF APACHE JUNCTION AND THE CFD SHALL HAVE NO OBLIGATION WHATSOEVER FOR ACKNOWLEDGMENT 8. SHOULD THE HOMEOWNERS'ASSOCIATION NOT PAY PROPERTY TAXES ON ANY TRACT THEY INSTALLING, CONSTRUCTING, MAINTAINING, REPLACING, REPAIRING OR OPERATING SUCH TRACTS OR ANY IMPROVEMENTS OR LANDSCAPING WITHIN OWN WITHIN THE SUBDIVISION AT ANY TIME IN THE FUTURE AND LOSE THE PROPERTY SUCH TRACTS, AND SHALL HAVE NO OBLIGATION FOR ANY CLAIMS ARISING OUT OF ANY PRIVATE OR PUBLIC USE OF SUCH TRACTS, AND PROVIDED STATE OF ARIZONA ) THROUGH TAX FORECLOSURE OR FORFEITURE OR DISSOLVE, THE CITY OR THE GOVERNING FURTHER THAT(1) OWNER HEREBY EXPRESSLY RESERVES FROM THE FOREGOING GRANT OF EASEMENT, TOGETHER WITH THE RIGHT TO TRANSFER THE ) SS. ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS SAME, THE RIGHT TO ENTER UPON, USE AND IMPROVE SUCH TRACTS, INCLUDING THE RIGHT TO INSTALL, MAINTAIN, REPAIR AND REPLACE SUCH COUNTY OF MARICOPA ) LOCATED, SHALL ASSESS, LIEN, AND/OR COLLECT FROM ANY SUCCESSOR IN INTEREST IMPROVEMENTS AS IT OR ITS SUCCESSOR OR ASSIGNEE MAY FROM TIME TO TIME DEEM DESIRABLE, SUBJECT ONLY TO ORDINARY APPROVALS BY THE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20_, BY AND/OR BENEFITING PROPERTIES THE COST OF MAINTENANCE OF ALL IMPROVEMENTS, CITY OF APACHE JUNCTION, WHICH ENTRY, USE AND IMPROVEMENTS SHALL NOT BE INCONSISTENT WITH, AND SHALL NOT UNREASONABLY INTERFERE DRAINAGE FACILITIES, LANDSCAPING AND AMENITIES. WITH, THE FOREGOING EASEMENT, AND (II)ALL PERSONS AND ENTITIES EXERCISING THE FOREGOING EASEMENT RIGHTS SHALL AVOID ANY DAMAGE TO THE AND THE SUCH TRACTS AND ANY IMPROVEMENTS LOCATED AT ANY TIME THEREIN, AND THE FOREGOING EASEMENT IS GRANTED ON THE CONDITION THAT ALL 9. SIDEWALKS LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY THE PERSONS AND ENTITIES EXERCISING SUCH EASEMENT RIGHTS, OTHER THAN THE CITY OF APACHE JUNCTION AND THE CFD, SHALL HOLD THE CITY OF OF BROOKFIELD RESIDENTIAL(ARIZONA) LLC,A DELAWARE LIMITED LIABILITY COMPANY, BLOSSOM ROCK COMMUNITY ALLIANCE UNLESS OTHERWISE SPECIFIED WITHIN THE APACHE JUNCTION HARMLESS FOR, FROM AND AGAINST ANY AND ALL DAMAGES, LIABILITIES OR EXPENSES WHICH MAY RESULT FROM THEIR EXERCISE IN ITS CAPACITY AS MANAGER OF BROOKFIELD ASLD 8500 LLC,A DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF MAINTENANCE AND/OR DEVELOPMENT AGREEMENTS BETWEEN THE CITY AND THE OF THE FOREGOING EASEMENT RIGHTS. THEREOF. DEVELOPER. NOTARY PUBLIC 10. THE CITY OF APACHE JUNCTION IS NOT RESPONSIBLE FOR AND WILL NOT ACCEPT PARCELS 9, 10, 11, 12 AND 13 ARE RESERVED FOR FUTURE PARKS TO BE CONVEYED TO THE CITY OF APACHE JUNCTION. MAINTENANCE OF ANY PRIVATE PARKS, DRAINAGE FACILITIES OR LANDSCAPED AREAS WITHIN MY COMMISSION EXPIRES THE SUBDIVISION SHOWN HEREON. ALL TRACTS SHALL BE PRIVATELY OWNED AND PARCEL 14 IS RESERVED FOR A FUTURE SCHOOL. MAINTAINED. EXCEPT AS EXPRESSLY SET FORTH IN THE APPLICABLE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS (OR APPLICABLE SUPPLEMENTAL DECLARATION) IN WITNESS WHEREOF: WITH REGARD TO MAINTENANCE BY BLOSSOM ROCK COMMUNITY ALLIANCE, INC. OR BLOSSOM BASIS OF BEARING ROCK RESIDENTIAL ASSOCIATION, INC., THE MAINTENANCE OF EASEMENT PREMISES SHOWN THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A SUBDIVISION LOT OR PARCEL IS THE AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICER THIS THE BASIS OF BEARING IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 1 RESPONSIBILITY OF THE APPLICABLE LOT OR PARCEL OWNER, AND THE MAINTENANCE OF SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, HAVING A BEARING OF NORTH 89 DEGREES 46 EASEMENT PREMISES SHOWN ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A TRACT DAY OF 2022. MINUTES 59 SECONDS EAST. IS THE RESPONSIBILITY OF THE TRACT OWNER. THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT 11. PURSUANT TO SECTION 4.7.13.1 OF THE DEVELOPMENT AGREEMENT FOR SUPERSTITION VISTAS BETWEEN THE CITY OF APACHE FLOODPLAIN INFORMATION CORPORATION, DATED OCTOBER 28, 2021 A DDRECO DEDOAS IF E 0ARE 2021N 40530, OFFICIAL � LAND s �FICArF G BY: RECORDS OF PINAL COUNTY, ARIZONA, DEVELOPER, AND ITS SUCCESSORS AND ASSIGNS CO `� 23945 LISA ATKINS, COMMISSIONER SUBJECT PROPERTY LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP (FIRM) PANEL N0. (WHICH MAY INCLUDE BLOSSOM ROCK COMMUNITY ALLIANCE, INC., OR BLOSSOM ROCK BRIAN J. 04021CO200E DATED DECEMBER 4, 2021 AND FLOOD ZONE X(SHADED) PER LOMR 21-09-0194P EFFECTIVE RESIDENTIAL ASSOCIATION, INC.), SHALL MAINTAIN ANY AND ALL LANDSCAPING INSTALLED a� DIEHL BROOKFIELD ASLD 8500, DATE OCTOBER 22 2021. OTHER AREAS OF FLOOD HAZARD ZONE "X" IS DESCRIBED AS: "AREAS OF WITHIN AND ADJACENT TO THE ROAD RIGHTS-OF-WAY WITHIN THE SUBDIVISION SHOWN ON fPs o LLC, AN ARIZONA LIMITED LIABILITY COMPANY, AS DEVELOPER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE . : .2% nea MINIMAL FLOOD HAZARD " OTHER AREAS OF FLOOD HAZARD ZONE "X" (SHADED) SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICERS THIS ( ) IS DESCRIBED AS "0 THIS PLAT. U. P ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS DAY OF 12022. THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE." CERTIFICATION Ex E 9-30-23 COMPLETED SURVEY FIELD BROOKFIELD ASLD 8500, LLC, A DELAWARE LIMITED LIABILITY COMPANY I, BRIAN J. DIEHL, OF WOOD, PATEL&ASSOCIATES, INC. HEREBY CERTIFY THAT THIS PLAT IS A CORRECT N WORK ON N/A NOTES REPRESENTATION OF ALL THE EXTERIOR BOUNDARIES OF LAND SURVEYED AND THE SUBDIVISION OF IT; THAT CHECKED BY BY: BROOKFIELD RESIDENTIAL (ARIZONA) LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS MANAGER I HAVE PREPARED THE DESCRIPTION OF THE LAND SHOWN ON THE PLAT AND I HEREBY CERTIFY TO ITS BJD 1. THE MAINTENANCE OF LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY TO THE BACK OF CORRECTNESS AND THAT ALL TRACTS AND PARCELS ARE STAKED OR WILL BE STAKED AND ALL MONUMENTS LL CAD TECHNICIAN CURB SHALL BE THE RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR ARE SET OR WILL BE SET WITHIN ONE (1)YEAR AFTER RECORDATION. N MJS/CW/JKP BY: BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE ABUTTING LOT, TRACT ALE NTS OR PARCEL OWNER. ? DATE 7/5/2022 ITS: 2. CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, REMOVABLE tBRNDIEHL N JOB NUMBER FENCES AND DRIVEWAYS. REGISTERED LAND SURVEYOR #23945 N WP 215255.03 Y SHEET BY: WOOD, PATEL&ASSOCIATES, INC. c 1630 SOUTH STAPLEY DRIVE, SUITE 219 OF 36 ITS: MESA, ARIZONA 85204 N DESCRIPTION LEGEND III A REPLAT OF PARCEL 9, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 RAY BEGINNING OF A REVERSE CURVE; 0 CORNER OF THIS SUBDIVISION AVENUE- PHASE 1, RECORDED IN FEE NUMBER 20 , PINAL COUNTY RECORDS (PCR), PARCELS THENCE NORTHERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 1033.50 FEET, CONCAVE Wood,Patel&Associates, Inc. ( ) SET MONUMENT W/RLS TAG OR CAP 10, 11, 12 AND 13, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 BLOSSOM WESTERLY, THROUGH A CENTRAL ANGLE OF 01 009'33", A DISTANCE OF 20.91 FEET, TO A POINT OF INTERSECTION UNLESS OTHERWISE NOTED Civil Engineering ROCK TRAIL- PHASE 1, RECORDED IN FEE NUMBER 20 PCR, AND A PORTION OF SECTION 20, WITH A NON-TANGENT LINE; Water Resources OO SURVEY MONUMENT FOUND AS NOTED Land Survey TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, PINAL COUNTY, ARIZONA, MORE THENCE NORTH 23059'01" EAST, A DISTANCE OF 37.21 FEET; Construction Management PARTICULARLY DESCRIBED AS FOLLOWS: THENCE NORTH 65053'12" EAST, A DISTANCE OF 22.42 FEET; � CENTERLINE MONUMENTATION -SET BRASS CAP FLUSH UPON COMPLETION OF PROJECT PER MAG 602.335.8500 THENCE NORTH 24006'48"WEST, A DISTANCE OF 23.00 FEET; COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 20, A 21/2-INCH GENERAL LAND OFFICE (GLO) THENCE SOUTH 65053'12"WEST, A DISTANCE OF 18.89 FEET; STANDARD DETAIL 120-1, TYPE "B" www.woodpatel.com BRASS CAP, FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION, A 2 1/2-INCH GLO BRASS CAP, BEARS NORTH THENCE NORTH 67043'50"WEST, A DISTANCE OF 36.20 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT O SHEET NUMBER 89046'59" EAST(BASIS OF BEARING), A DISTANCE OF 2643.36 FEET; CURVE; THENCE ALONG THE SOUTH LINE OF SAID SECTION AND ALONG THE SOUTH RIGHT-OF-WAY LINE OF SAID RAY THENCE NORTHERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1033.50 FEET, BC BRASS CAP AVENUE, NORTH 89046'59" EAST, A DISTANCE OF 75.00 FEET, TO THE SOUTHEAST CORNER OF SAID RAY AVENUE CONCAVE WESTERLY, WHOSE RADIUS BEARS SOUTH 68039'08"WEST, THROUGH A CENTRAL ANGLE OF 01 041'27", A BCH BRASS CAP IN HANDHOLE RIGHT-OF-WAY; DISTANCE OF 30.50 FEET, TO THE BEGINNING OF A REVERSE CURVE; BK BOOK THENCE LEAVING SAID SOUTH LINES, ALONG THE EAST RIGHT-OF-WAY LINE OF SAID RAY AVENUE, NORTH 00013'01" THENCE NORTHERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, CONCAVE DOC DOCUMENT WEST, A DISTANCE OF 65.00 FEET, TO THE MOST SOUTHERLY SOUTHEAST CORNER OF SAID PARCEL 9 AND THE EASTERLY, THROUGH A CENTRAL ANGLE OF 30040'55", A DISTANCE OF 12.85 FEET, TO THE BEGINNING OF A EX EXISTING POINT OF BEGINNING; REVERSE CURVE; FD FOUND THENCE LEAVING SAID EAST RIGHT-OF-WAY LINE, ALONG THE SOUTH LINE OF SAID PARCEL 9, SOUTH 89046'59" THENCE NORTHERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE GLO GENERAL LAND OFFICE WEST, A DISTANCE OF 16.48 FEET, TO THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID PARCEL 9; WESTERLY, THROUGH A CENTRAL ANGLE OF 31°45'24", A DISTANCE OF 13.30 FEET, TO THE CURVES END; ID IDENTIFICATION THENCE LEAVING SAID SOUTH LINE, ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL 9, NORTH 45012'29"WEST, THENCE NORTH 24006'48"WEST,A DISTANCE OF 630.00 FEET, TO THE BEGINNING OF A CURVE; PCDPW PINAL COUNTY DEPARTMENT OF PUBLIC A DISTANCE OF 35.35 FEET, TO THE MOST NORTHERLY SOUTHWEST CORNER OF SAID PARCEL 9; THENCE NORTHWESTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE WORKS THENCE LEAVING SAID SOUTHWESTERLY LINE, ALONG THE WEST LINE OF SAID PARCEL 9, NORTH 00011'57"WEST, A SOUTHWESTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE BEGINNING OF A PCHD PINAL COUNTY HIGHWAY DEPARTMENT DISTANCE OF 251.50 FEET, TO THE MOST SOUTHERLY NORTHWEST CORNER OF SAID PARCEL 9; REVERSE CURVE; PCR PINAL COUNTY RECORDS THENCE LEAVING SAID WEST LINE,ALONG THE NORTHWESTERLY LINE OF SAID PARCEL 9, NORTH 44047'31" EAST, A THENCE NORTHWESTERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, PUFF PUBLIC UTILITY FACILITY EASEMENT DISTANCE OF 42.43 FEET, TO THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 9; CONCAVE NORTHEASTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE PG PAGE THENCE LEAVING SAID NORTHWESTERLY LINE, ALONG THE NORTH LINE OF SAID PARCEL 9, NORTH 89046'59" EAST, CURVES END; POB POINT OF BEGINNING A DISTANCE OF 12.20 FEET; THENCE NORTH 24006'48"WEST, A DISTANCE OF 194.54 FEET, TO THE MOST NORTHERLY CORNER OF SAID POC POINT OF COMMENCEMENT THENCE LEAVING SAID NORTH LINE, ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID BLOSSOM ROCK TRAIL, RIGHT-OF-WAY LINE; R/W RIGHT-OF-WAY NORTH 00013'01"WEST, A DISTANCE OF 23.00 FEET; THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY LINE, ALONG THE NORTHERLY LINE OF SAID PARCEL 13, NORTH RB REBAR THENCE SOUTH 89046-59"WEST, A DISTANCE OF 10.96 FEET; 65053'12" EAST, A DISTANCE OF 17.00 FEET; SE SEWER EASEMENT THENCE NORTH 43018'55"WEST, A DISTANCE OF 40.99 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT THENCE SOUTH 24006'48" EAST, A DISTANCE OF 194.54 FEET, TO THE BEGINNING OF A CURVE; SEC SECTION CURVE; THENCE SOUTHEASTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 7.00 FEET, CONCAVE SVT SIGHT VEHICULAR TRIANGLE THENCE NORTHERLY ALONG SAID NON-TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 966.50 FEET, NORTHEASTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 3.83 FEET, TO THE BEGINNING OF A VNAE VEHICULAR NON-ACCESS EASEMENT CONCAVE EASTERLY, WHOSE RADIUS BEARS SOUTH 85031'27" EAST, THROUGH A CENTRAL ANGLE OF 24050'24", A REVERSE CURVE; BOUNDARY LINE DISTANCE OF 419.02 FEET, TO THE CURVES END; THENCE SOUTHEASTERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 41.00 FEET, THENCE NORTH 29018'58" EAST, A DISTANCE OF 220.03 FEET; CONCAVE SOUTHWESTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56",A DISTANCE OF 22.42 FEET, TO THE PARCEL/TRACT LINE THENCE NORTH 74018'58" EAST,A DISTANCE OF 35.36 FEET; CURVES END; - - SECTION LINE THENCE SOUTH 60041'02" EAST, A DISTANCE OF 16.50 FEET; THENCE SOUTH 24006'48" EAST, A DISTANCE OF 270.00 FEET; - - RIGHT-OF-WAY LINE N THENCE NORTH 29018-58" EAST, A DISTANCE OF 23.00 FEET; THENCE NORTH 65053'12" EAST, A DISTANCE OF 87.23 FEET, TO THE MOST SOUTHERLY NORTHEAST CORNER OF - - - - EASEMENT LINE AS NOTED LLJ THENCE NORTH 60041'02"WEST, A DISTANCE OF 16.50 FEET; SAID PARCEL 13; U) THENCE NORTH 15041-02"WEST, A DISTANCE OF 35.36 FEET; THENCE LEAVING SAID NORTHERLY LINE, CONTINUING NORTH 65053'12" EAST, A DISTANCE OF 698.35 FEET; Q Z THENCE NORTH 29018-58" EAST, A DISTANCE OF 31.20 FEET, TO THE BEGINNING OF A CURVE; THENCE NORTH 74045'04" EAST, A DISTANCE OF 82.51 FEET; FP1 FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION 0 THENCE NORTHEASTERLY ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, CONCAVE THENCE NORTH 83 00 54 EAST, A DISTANCE OF 72.11 FEET; VISTAS DEVELOPMENT UNIT 2 RAY AVENUE - PHASE 1, SOUTHEASTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE BEGINNING OF A THENCE NORTH 89043'35" EAST, A DISTANCE OF 923.02 FEET; RECORDED IN FEE ) PCR U o REVERSE CURVE; THENCE NORTH 00016'25"WEST,A DISTANCE OF 22.00 FEET; O 0 THENCE NORTHEASTERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE THENCE NORTH 89043'35" EAST, A DISTANCE OF 197.00 FEET, TO THE WEST LINE OF THE EAST 32 FEET OF SAID FP2 FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION .I z NORTHWESTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE CURVES END; SECTION; VISTAS DEVELOPMENT UNIT 2 BLOSSOM ROCK TRAIL- -I THENCE NORTH 29018'58" EAST, A DISTANCE OF 348.00 FEET, TO THE BEGINNING OF A CURVE; THENCE ALONG SAID WEST LINE, SOUTH 00°16'25" EAST,A DISTANCE OF 735.73 FEET; PHASE 1, RECORDED IN FEE , PCR O THENCE NORTHERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE WESTERLY, THENCE LEAVING SAID WEST LINE, SOUTH 44043'49"WEST, A DISTANCE OF 42.42 FEET; z CL THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE SOUTH 89044'03"WEST, A DISTANCE OF 11.04 FEET; fn `_ THENCE NORTHERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, CONCAVE THENCE SOUTH 00015'57" EAST, A DISTANCE OF 23.00 FEET; U. O EASTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE CURVES END; THENCE NORTH 89044'03" EAST, A DISTANCE OF 11.04 FEET; m THENCE NORTH 29018-58" EAST, A DISTANCE OF 118.26 FEET; THENCE SOUTH 45015'43" EAST, A DISTANCE OF 42.42 FEET, TO SAID WEST LINE; THENCE NORTH 74018'58" EAST, A DISTANCE OF 35.36 FEET; THENCE ALONG SAID WEST LINE, SOUTH 00015'30" EAST, A DISTANCE OF 1393.81 FEET; THENCE SOUTH 60041'02" EAST, A DISTANCE OF 16.50 FEET; THENCE LEAVING SAID WEST LINE, SOUTH 44044'30"WEST, A DISTANCE OF 35.36 FEET; THENCE NORTH 29018'58" EAST,A DISTANCE OF 23.00 FEET; THENCE SOUTH 89044'30"WEST, A DISTANCE OF 11.04 FEET; THENCE NORTH 60041'02"WEST, A DISTANCE OF 16.50 FEET; THENCE SOUTH 00015'30" EAST, A DISTANCE OF 23.00 FEET; THENCE NORTH 15041'02"WEST, A DISTANCE OF 35.36 FEET; THENCE NORTH 89044'30" EAST, A DISTANCE OF 11.04 FEET; THENCE NORTH 29018'58" EAST,A DISTANCE OF 15.82 FEET, TO THE BEGINNING OF A CURVE; THENCE SOUTH 45015'30" EAST, A DISTANCE OF 35.36 FEET, TO SAID WEST LINE; THENCE NORTHEASTERLY ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, CONCAVE THENCE ALONG SAID WEST LINE, SOUTH 00015-30" EAST, A DISTANCE OF 1048.19 FEET; SOUTHEASTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE BEGINNING OF A THENCE LEAVING SAID WEST LINE, SOUTH 44045'44"WEST, A DISTANCE OF 28.27 FEET, TO THE NORTH LINE OF THE SETBACK DETAILS REVERSE CURVE; SOUTH 65 FEET OF SAID SECTION; THENCE NORTHEASTERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE THENCE ALONG SAID NORTH LINE, SOUTH 89046'59"WEST, A DISTANCE OF 2516.31 FEET, TO THE POINT OF SEE SHEET 33 FOR LOT SETBACK DETAILS NORTHWESTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE CURVES END; BEGINNING. THENCE NORTH 29018'58" EAST,A DISTANCE OF 142.06 FEET, TO THE BEGINNING OF A CURVE; THENCE NORTHERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 1040.50 FEET, CONCAVE WESTERLY, THROUGH A CENTRAL ANGLE OF 44000'00", A DISTANCE OF 799.05 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE; THENCE NORTHWESTERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE SOUTHWESTERLY, WHOSE RADIUS BEARS SOUTH 75029'01"WEST, THROUGH A CENTRAL ANGLE OF 32012-02", A DISTANCE OF 13.49 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE NORTHWESTERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, CONCAVE NORTHEASTERLY, THROUGH A CENTRAL ANGLE OF 30038'58", A DISTANCE OF 12.84 FEET, TO THE LAND CO o �G _ 23945 rn 0 BRIAN J. rt, W DIEHL 0 S' n ed..... P' EX E 9-30-23 COMPLETED SURVEY FIELD N WORK ON N/A CHECKED BY BJD LL CAD TECHNICIAN N MJS/CW/JKP ALE NTS DATE 7/5/2022 JOB NUMBER N WP 215255.03 Y SHEET U O E 2 OF 36 0 0 m N SITE MAP LINE TABLE SITE MAP LINE TABLE SITE MAP LINE TABLE N89047'05"E 2643.91' N89046'52"E 2645.30' (THIS SHEET ONLY) (THIS SHEET ONLY) (THIS SHEET ONLY) - WARNER AVENUE (ALIGNMENT) LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE NORTH 1/4 CORNER + NORTHEAST CORNER SECTION 20, T1S, R8E SECTION 20, T1S, R8E L1 N00013'01"W 65.00' L17 N29018'58"E 118.26' L33 S24006'48"E 270.00' NORTHWEST CORNER FD 2 1/2"GLO BC SECTION 20,T1S, R8E FD 2 1/2"GLO BC 180 L2 S89046'59"W 16.48' L18 N74018'57"E 35.36' L34 N74045'04"E 82.51' FD 3" PCDPW BCH 1.0' UP (PINAL COUNTY DEPT OF PUBLIC WORKS) Q, L3 N45012'29"W 35.35' L19 S60041'02"E 16.50' L35 N83000'54"E 72.11' I ( � Wood,Patel&Associates, Inc. L, N Civil Engineering L4 N00011'57"W 251.50' L20 N29018'58"E 23.00' L36 N00016'25"W 22.00' `� Water Resources CD o Land Survey L5 N44047'31"E 42.43' L21 N60041'02"W 16.50' L37 N89043'35"E 197.00' z Construction Management 602.335.8500 L6 N89046'59"E 12.20' L22 N15041'02"W 35.36' L38 S44043'49"W 42.42' ° www.woodpatel.com L7 N00013'01"W 23.00' L23 N29018'58"E 15.82' L39 S89044'03"W 11.04' ( ° 31 M L8 S89046'59"W 10.96' L24 N29018'58"E 142.06' L40 S00015'57"E 23.00' r� 34 L35 N89043'35"E 923.02' L36-� L37 32' DETAIL F top L 298 L9 N43018'55"W 40.99' L25 N23059'01"E 37.21' L41 N89044'03"E 11.04' . C, THIS SHEET 285 286 287 288 289 290 291 292 293 294 295 296 297 L10 N29018'58"E 220.03' L26 N65053'12"E 22.42' L42 S45015'43"E 42.42' M 6a 283 2s4 - - 299 ,�2`�G�aS 281 282 _ RIDGE ROAD - 32 I L11 N74 18 58 E 35.36 L27 N24 06 48 W 23.00 L43 S44 44 30 W 35.36 0 ( 32 °53 280 L12 S60 4102E 16.50 8 S65 5312 W 8 89 L44 S89 44 30 W 11.04 `�' N6 278 279 262 261 31 309 308 307 306 305 304 303 302 Q I 277 i 263 < < i- �► 276 R(0 264 260 TRACT D 310 301 z M L13 N29018'58"E 23.00' L29 N67043'50"W 36.20' L45 S00015'30"E 23.00' 275 �oGo 265 w � o Uj i 274 266 0 0 312 313 314 315 316 317 "' 273 267 258 259 311 300 : L14 N60 4102 W 16.50 L30 N24 06 48 W 194.54 L46 N89 44 30 E 11.04 I Z 30 269 268 257 270 255 256 VREASURE TRAIL � L15 N15 4102 W 35.36 L31 N65 5312E 17.00 L47 S45 1530E 35.36 I 271 254 272 � L16 N29018'58"E 31.20' L32 S24006'48"E 194.54' L48 S44045'44"W 28.27' ���� 251 252 253 �P�L i 240 239 238 237 327 326 325 324 323 322 321 318 E- I 250 RED 241 TRACT E 319 DETAIL G 249 � ,��EPSo 242 THIS SHEET � 244 243 182 183 328 329 330 331 332 333 334 320 SITE MAP CURVE TABLE '-' �P 245 180 181 29 (THIS SHEET ONLY) THIS SHEET DETAIL E / 247 246 17s 179 - _ 1 _ GALENA PASS. SCALE:DETAIL A 00 248 175 176 177 28EAST 1/4 CORNER CURVE DELTA RADIUS ARC CHORD BEARING CHORD / 174 WEST 1/4 CORNER � � V 159 158 342 341 340 339 338 337 336 335 C SECTION 20,T1S, R8E C1 24050'24" 966.50' 419.02' N16053'45"E 415.74' 171 172 173 SS 161 160 �' FD 2 1/2"GLO BC / L8 SECTION 20,T1S, R8E NPPP 163 162 W 206 1.3' UP l9 FD 3" PCHD BCH GP�� 164 C2 31019'56" 24.00' 13.12' N44058'56"E 12.96' - - I 165 166 155 156 157 236 235 234 233 232 231 230 229 228 227 U- 205 167 C3 31019'56" 24.00' 13.12' N44058'56"E 12.96' L7 169168 153154 - _ _ _ 204 / N I170 151 152 BONANZA TRAIL 203 I,� I �-7 150 C4 31019'56" 24.00' 13.12' N13039'00"E 12.96' �h L6 2 / 149 134 133 ZZ 217 218 219 220 221 222 223 224 225 226 202 L39 = C5 31019'56" 24.00' 13.12' N13039'00"E 12.96' 14s 135 ( N I PARCEL 12 137 136 z 201 �"�� �' Q C6 31019'56" 24.00' 13.12' N44058'56"E 12.96' 13913s 132 216 215 214 213 212 211 210 209 208 207 200 0 U O I1q6 131 > d C7 31019'56" 24.00' 13.12' N44058'56"E 12.96' ��S 140 129 130 w - _ 199 1 O Z U �� Q� 14 128 - - MINER'S RUN TRAIL 26 C8 44000'00" 1040.50' 799.05' N07018'58"E 779.56' V I moo= 14 127 / 1s6 � 19s `' < V = 2S 187 188 189 190 191 192 193 194 I L41 I iV O c� DETAIL B 14: 126 / M C9 32012'02" 24.00' 13.49' N30037'00"W 13.31' ^o �iNo I 197 W DETAIL G CL SCALE: 1"=50' C3 Q I DETAIL D 22 / ^ ^o, o �qss� 125 TRACT B 185 o SCALE: 1"=50' ¢ C10 30038'58" 24.00' 12.84' N31023'32"W 12.69' THIS SHEET / qY 196. I (� ' ° C2 Q ( U ^� ^`�^ ^ryti o 184 88 89 90 91 92 93 94 95 96 195 � �„\ m C11 1 09 33 1033.50 20.91 N 16 38 49 W 20.91 Q ^o ^ti APPROXIMATE � _ 000 rT WINDLASS WAYFLOOD ZONE X C12 1°41'27" 1033.50' 30.50' N22°11'35"W 30.50' ' R $7 ( ) 67^, co ^ �, SHADED LIMIT86 85 84 83 8281 80 79 78 76 75 74 73 72 71 70 69 68 p C13 30040'55" 24.00' 12.85' N07041'51"W 12.70' Q CJ \ / ^ ^o`' o`O F�IFRo 66 zI I cr �j I ( 1 ^ o q0 42 65 o rVr� C14 31045'24" 24.00' 13.30' N08014'06"W 13.13' L14 M--{ �' ^o�, ^ ^19) o 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 co M L17 64 0 I I C15 31019'56" 24.00' 13.12' N39046'46"W 12.96' I tQ ^o o ^ Q1 L11 �1 /- F� ^o 00 41 ROCK NEEDLE ROAD J J 24 N � L44 C16 31019'56" 24.00' 13.12' N39046'46"W 12.96' L13 ` ( 0 qT��N rno o1 40 39 30 Of ry s 4 ( o I L12 �O ��qy 38 37 .36 35 34 33 32 31 ui w / 7 6 5 J -�'', L45 C17 31019'56" 7.00' 3.83' S39046'46"E 3.78' ` �� ^^ 15 29 9 � 3 o�v 16 17 23 o TRACT A o ~ I z �-+ l I 0 C18 31°19'56" 41.00' 22.42' S39°46'46"E 22.14' DETAILC h 18 . 2s � 10 2 u� THIS SHEET Q APPROXIMATE 19 20 21 22 23 24 25 26 w w 12 13 14 � \ Q L46 FLOOD ZONE X Ss 27 0 / DETAIL H I DETAIL D LIMIT / 1 FLATIRON WAY SCALE: 1"=50' DETAIL E '� PARCEL 14 SS6 16 B rBID ( Q C5 SCALE: 1"=50' I DETAIL B \ SSS �, M 684 SCALE: 1"=50' N C4 C14 THIS SHEET / Q ss3/o��� R 685 DETAIL C7 C13 �J= S2 §Q BESS ER W 17 C C 18 687 THIS SHEET C6 I c0 � co N O 6) c0 M N O CO �i M N p DETAILC r LO � LO � � � � � �, t � � .� � � M M c0 CO c0 CO C9 CO �J o �- / /� Q SSj co C.O co c0 CO CO CO c0 CO CO CO CO C.O Gfl CU ICI M M M M M M M I 688 1 9 w SCALE: 1"=50' 689 L23 `J L28 I ^' /� ��o� SSp TRACT AW RACT BF 690 J S8U') L27 / SQ89 / Ss9 O O O O O O N E t{') CO 1� O O O Ncli CNO N N N N ONO N (0 691 °o I `CCO 1 S S S6o co co co co co co co cc co co co co co ca co co co co co CD a� 418 MF�gy SQ6� SS61 ,� `MILL RUN AJ AA FACT G = L21 417 SAS 62000 L26 � 419 S63 582 583 603 544 543 542 511 '510 509. 508 507 506 481 480 479 478 477 v d PARCEL 10 420 416 407 S6q C,� J 581 584 602 All AK AI BB Z L1$ N �- 406 �� �� 580 585 601 539 540 541 512 513 514 503 504 505 482 483 484 475 476 L20 W I V / 421 415 408 �� 579 586 ~ 600 ¢ L19492 1 405 �� 400 1 1 0 I� 538 537 536 517 516 515¢ ¢502 501 500 487 486 485 0 ( 474 473 C11414 I(j 409 z 578 587 599 z L A v ♦ I 404 0 401 399 > AY -Io AS 1218 AM 497 A498 499 488 489D 490 I 471 472 � o 423 413 410 ,�, 588 598 533 534 519 520 C 10 ' 398 J Q 577 589 597 535 ¢ Q 23945 G DETAIL A \ 424 412 411 403 v 402 <c 565 0 576 '- 532 531 530 523 522 521 1 3 493 492 491 . 470 469 - BRIANJ. ti C9 I THIS SHEET 590 596 - 0 200 400 w a DIEHL x 566 575 591 595 w V BONITA SPRINGS WAY u) Q o e v - - 567 574 592 594 z 527 528 529 524 525 526 494 495 496 467 468 _ S ned.....: 383 384 385 386 3$7 388 389 390 391 392 393 394 395 396 397ol 568 573 593 AP. 8 9 q U P '- 569 572 _ FREMONT PASS _ Horz. 1 in. - 200 ft. PARCEL 9 T 382 381 380 379 378 377 376 375 374 373 372 371 370 369 368 m 570 571 AY . 425 430 J 431 436 L 437 442 N 443 448 P 449 454 R 455 460 461 466 DETAIL F d ( Ex Es s-so-2s SCALE: 1"=50' I J G 4 FREMONT PASS S 6 i / 426 429 432 435 438 441 444 447 450 0L4525 456 "'F458 462 465 M COMPLETED SURVEY FIELD 343 344F45F46 347 348 349F50 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 G o WORK ON N/A 427 428 433 434 439 440 445 446 451 457 463 464 I 0 CHECKED BY APPROXIMATE � BJD ° L3 POB S89°46'59"W 2516.31' FLOOD ZONE X L48 LL CAD TECHNICIAN C17 L2 . . . .. - . . LIMIT MJS/CW C18 N89°48'18"E 2643.78' 75.00' L1 N89°46'59"E 2643.36'(BASIS OF BEARING) ALE SOUTH 1/4 CORNER RAY AVENUE (ALIGNMENT) SECTION 20 T1SOUTHEAST 0SRNER R8E DATE 1° =200' C16 SECTION 20,T1S, R8E LO 07/5/2022 C15 ( SOUTHWEST CORNER FD 2112"GLO BC 1.0' UP FD 2 1/2"GLO BC N JOB NUMBER SECTION 20,T1S, R8E 1.0' UP FD 3" PCHD BCH POC N SHEET WP 215255.03 U O E 3 OF 36 0 0 m N — N00011'57"W 105.00' — N00011'57"W 240.66' — — ' L=37.34' — SOUTH 1/4 CORNER L=4 7 7.8 0'-----_ ' --- I SECTION 20,T1S, R8E C'4 FD 2 1/2"GLO BC ,- � W U ' 1.0' uP �, �, BLOSSOM ROCK TRAIL EO � _ 0- POC M 0- M 0- M 0' O cc) � O I Cn d N Wood,Patel&Associates, Inc. N00011'57"W 251.50' Pi Civil t o h 142.06' ineering 109.44' W W WateEResources �h� � U ( � C2 ' -+ Land Survey I r / sstQ° z Construction Management LL cL °�`L C�J �'j/ <`j� � LL 602.335.8500 www.woodpatel.com PER FP1 \ � J AG � L3 ' S00013'01"E 65.00' 'co I POB 11.5' 11.5' I ( I °° I R/W R/W ' I I I 65' TRACT G o I �, 0 PARCEL 9 Iw I I 1 o IZ � I I 8 PUFE � —_ 13' PUFEI o w I ' 11.5' ( 11.5' 13' PUFE 1 � � � a- R/W R/W 46 J� / / 0 47.02' - - - - 119A8' - - - - 5� I — — — - - — — � - - - - - — �—S00°13'01"E166.50' � ' N �`ti o ' LL] Q V S U) az I - � _ Q = o N o — — — — N0013'01"W 80.00' — `= 00 0 ry RIDGELINE TRAIL z 1 U o_ 1'VNAE ( S000 13'01"E 120.00'zo Q W �-- UJI ( PARCEL 10 ' J On N > ¢ rl-o �—, 6 343 o I �s ,� — �- '4" CL - zo O 4 / z w I o I 16' 16 / \ 16' 11' ' O-j Q z W N R/W R/W / R/W R/W 1 m I 1 coI N0013'01"W 80.00' , I 3$2 383 13'PUFE I I W � � - - I c I L , 1� I �1 1 1 • � I ( I 13'PUFE 1 N 1 344 1 0l I o ,I � � , I W 13' PUFE i I I S0°13'01"E 80.00' S00 13'01"E 80.00' d ' W w 0 I � �a, I 1 I z o ( N0°13'01"W 80.00' I _ oco z I C9 I I, I I I 1 o I_ o W W 381 � W 384 I I 1 I CO 1 I I � � ° W I � z Z ZLO ZD Z 0 o o I I I z 'I ( PUFE(TYP) z I I SEE DETAIL S0013'01"E 80.00' S0013'01"E 80.00' SHEET 33 I I ti N o n 1 1 N co NO 13 01 W 80.001 ILO ' I I I I I I o I o 0 0 � N N 380 N 385 N "' 13' PUFE LO FLA \ NS s �' 23945 �� GAG I 8 PUFE o 346 I o I ---I I-- 13'PUFE I R/W R/W I BRIAN J. � ,.n I ' �� DIEHL �O . 16' ( 16' h �1 I ( q P s ned P 1'VNAE ( I SO°13'01"E 80.00' SO°13'01"E 80.00' I ' U R/W RiW ' EX ES 9-30-23 N0013'01"W 80.00' � � SHEET 20 65' 1 COMPLETED SURVEY FIELD u. WORK N/A CHECKED BY BJD SHEET 5 N 0 20 40 LEGEND LL CAD TECHNICIAN N MJS/CW/JKP SCALE Horz. 1 in. = 20 fit. 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W Zo WINDLASS WAY C I Civil Engineering N89°44'30"E 1004.31'- - - - - - - - - - - - - - - - _ _ - - 6Q Water Resources 51.50' 51.50, 51.50, 51.50, 51.50, 51.50' 51.50, 51.50, 51.50" 51.50' 105.00' Land Survey �?6, I ( I Construction Management - LT 602.335.8500 w L:F U- 46.67 \ I www.woodpatel.com a o 16' 16' I • M o 67 Io R/W R/W I I 0 'o 0 0 0 0 0 0 0 0 I _ I LO � ' N C � r 77 76 75 74 73 72 71 70 69 68 I I N CD SO E17, SO SO EO I z z z z z z z z z z S89°44'30"W 125.00' I W 13'PUFECD 66 CD Q I N89°44'30"E 1045.96' N m 51.50' 51.50' 51.50' 51.50' 51.50' 51.50' 51.50' 51.50' 51.50' 51.50' 51.50' � ( I Cn 1 CD 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 125.00' I I g o z I NMI I I o 65 I Q 1 o I Z ►� I M ( I � ZD tf') tf') tt') LO N N � O r- N N r N N S89044'30"W 125.00'LO I o M 53 54 55 56 57 58 59 60 61 62 63 ( I 0 0 0 0 0 0 0 0 0 0 o z M M M co M M M M co M M E0 10 Eb 10 co 10 co E0 o 0 0 0 10 0 0 0 0 l I I CV 'z z z z z z z z z z z 17' PUFE U) 0 64 ( � 16' 16' � (n U- PUFE(TYP) ; _ R/W R/W Q z SEE DETAIL w I z Q = 0 SHEET 33 46.67' o o ( �- M - - - - - - - - - - - - - - - - - - - - - - - - El - - - - - - - - - - -���'J� I I I > `to � z 0 U- -q-�R U o 50.00' 50.00' 50.00' 50.00' 50.00' _ 50.00'_ 50.00' 50.00' 50.00,- - 50.00' - 105.00' - - / z Uj � O Z 50.00 _ - - - - - - - - - - - - - - - - - -N89°44'30"E 1025.96' �'� I < rzo 'S co 'S co co � v' c w zo G LLI � N89044'30"E 1025.96' _ - _ I Z O c=� CL 442.98' 150.00' ROCK NEEDLE ROAD 324 98 108.00' C61 U) <0 ? - N89044'30"E 88_00' T a `� ry � � - - j - N89044'30"E 252.98' _ _ a - - N89°44'30"E 114.00' - - L=9'27' I u L250 L251 ��- ?s? 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N N Eq N I " �-� �R co (0 ol (D co zo 0 0 0 C' CD CD CD CD TRACT C=> z EX ES 9-30-23 z U) 04 S8904335"W 135.00' COMPLETED SURVEY FIELD EX ;�T9-30-23 WORK ON N/A 13' PUFE I 0 30 60 CHECKED BY BJD CAD TECHNICIAN MJS/CW/JKP 13' PLIFE CZ) ci 319 SCALE CD cl Horz. 1 in. 30 ft. 17'PLIFE 30' 70.00' 70.00' 70.00' 1. 1'VNAE I 16' I I 2' DATE j N89043'35"E 507.00 R/W 3 LEGEND 7/5/2022 1'VNAE JOB NUMBER SHEET 28 (SEE SHEET 2) SHEET WP 215255.03 S89043'35"W 135.00' SHEET 30 E mmiw M 32 OF 36 SHEET28 55 Q Q MINIMUM LU Co � W � cc) U) 43' MINIMUM ' 16' 50' MINIMUM R/W& B/C _ 5 SIDE 5' SIDE Wood,Patel&Associates, Inc. z 5' SIDE SETBACK SETBACK _ 13' Q ¢ a OQ ' Uj 3T MINIMUM � CO SETBACK W w w Civil Engineering %c� U) LO co � V) and Survey Water Resources 16' 5' SIDE TRACT SIZE REAR LOT LINE Construction Management R/W& B/C 10' SETBACK VARIES 16' 602.335.8500 BC R/W& B/C www.woodpatel.com 5' SIDE 5' SIDE ' 5' S/W SETBACK SETBACK '_,� w 5'SIDE 5' SIDE P.U.F.E. PRIVATE STREET / z o — 5' FRONT SETBACK i— SETBACK SETBACK ' 13' N SEE NOTES 1, 2, &3 P.U.F.E. RiW LINE \ 5' SIDE c' U SETBACK TRACT SIZE z 5' SIDE 22' SIDE YARD SETBACK — — T — VARIES SETBACK low AGAINST STREET o° 37'X 81' 43'X 100' 5' SIDE � NOTE 3 SETBACK ' c I LOT LINE I w - W 12' � v M w m 8'x8'PUFF _ � z ' BCLL 5' SIDE �5' SIDE P.U.F.E. _ Q - - - -1- -I— I- - - - - - � ' SETBACK w� SETBACK PRIVATE STREET L FRONT LOT LINECn \ I 41 I 41 5' REAR SETBACK — SEE NOTES 1 &2 w w 13' FRONT\ / CC LOCAL STREET SETBACK(NOTES 1-2) fro NOTES 0 NOTES NOTES 8'X8' PUFE BOX DETAIL 1. LOT MINIMUM WIDTH WILL BE ESTABLISHED AT 5' FROM BACK OF CURB. 1. 4'TO ALLEY OR MOTORCOURT 5' FROM PROPERTY LINE. 1. 13' FROM PROPERTY LINE (BACK OF CURB)TO LIVING AREA OR SIDE 2. SETBACK TO FACE OF GARAGE FOR LOT SIZE 37'X 81'SHALL BE 5' FROM RIGHT-OF-WAY. 2. LOT MINIMUM WIDTH WILL BE ESTABLISHED AT 5' FROM BACK OF CURB. ENTRY GARAGE 20' FROM BACK OF SIDEWALK TO FACE OF GARAGE DOOR. SETBACK TO FACE OF GARAGE FOR LOT SIZE 43'X 100' TO BE 20' FROM RIGHT-OF-WAY. 3. 3'-5' OR 20'+ FROM GARAGE FACE TO PROPERTY LINE. 2. LOT MINIMUM WIDTH WILL BE ESTABLISHED AT 13' FROM BACK OF CURB. 3. 10'W X 2' D EASEMENT, CENTERED ON LOT LINE FOR UTILITY — APPURTENANCE TO BE ESTABLISHED BASED ON DRY UTILITY DESIGN. SRP / TRANSFORMERS TO BE LOCATED BETWEEN DRIVEWAYS ONLY. R/W LINE \ INE _ TYPICAL LOT LAYOUT 37' X 81', 43' X 100' TYPICAL LOT LAYOUT 55' X 60' TYPICAL LOT SETBACK DETAIL 50' X 80' W i GREEN COURT (ALLEY LOADED) AUTO COURT (FRONT LOADED) SINGLE FAMILY (FRONT LOADED) E Q Q LOT LINE N.T.S N.T.S N.T.S Q = zo m t 5 1 5f ' U o � — - - - E - -I- - - - - - - - � E I Z 10'x2' PUFE O / E _ z CL U) UL O 1 10'X2' PUFE BOX DETAIL °o = z ------------------------ 00 Y W Q Y Y W Q �' Y Y W Q Y Q Q � omom <c � Q � om <c � � > OFFSITE STREET W 1— W I J 1 I— W < W E— w �— cc) Cn F Lo U) ' Im— in U) H it) Uj LO w Lo w [0 W %c� w its w Cn Cn co Co w Cn REAR& REAR& ' REAR& REAR LOT LINE SIDE LOT LINE ' SIDE LOT LINE SIDE LOT LINE F 16' Fj F 16' �_ -----E 16' 4' LOT LINE "'° & LOT WALL 11.5' R/W& B/C R/W& B/C R/W& B/C ' TO PUFE ' "R/W& B/C 5' SIDE 5' SIDE 5 S/W 5' SIDE 5' SIDE 5 S/W 5' SIDE 5' SIDE 5 S/W 5' SIDE 5' SIDE ' S S/W low SETBACK SETBACK 13' SETBACK SETBACK 13' SETBACK SETBACK 13' SETBACK SETBACK 13' P.U.F.E. P.U.F.E. P.U.F.E. P.U.F.E. 22' SIDE YARD SETBACK ' 22' SIDE YARD SETBACK 22'SIDE YARD SETBACK ' 17' R/W TO LOT LINE 5' SIDE 5' SIDE 5' SIDE 5' SIDE SETBACK AGAINST STREET SETBACK AGAINST STREET SETBACK AGAINST STREET SETBACK 5' SIDE SETBACK NOTE 3 7 ' NOTE 3 7 NOTE 3 7� NOTE 3 ENTRY TRACTS (NOTE 4) w w w w 7' U �n U in ' .::. U its U � irk m dI F N W m 0- co W m 0- W pp W - at5LIF _ °� W co 06 w W W Ll zo zo CO .....:........ :. . .. ..... .: ..: .....:. — .....:...:..,. . ..:......:. —,... ..... .: .......... .. .:.. LA Lr- cn cn :..:.::..;: :.: U) 0 ND FRONT LOT LINE J FRONT LOT LINE J FRONT LOT LINE >- Q' s v v v FRONT LOT LINE � ��, � ��F�carF�o G� O O O Z "� 23945 G w 0 BRIAN J. _ 13' FRONT _ _ 13' FRONT _ _ 13' FRONT _ _ 13' FRONT _ w a DIEHL �p�L LOCAL STREET SETBACK(NOTES 1-2) LOCAL STREET SETBACK(NOTES 1-2) LOCAL STREET SETBACK (NOTES 1-2) LOCAL STREET SETBACK(NOTES 1-2) �fPs o ned.::,.. NOTES NOTES NOTES NOTES 1. 13' FROM PROPERTY LINE (BACK OF CURB) TO LIVING AREA OR SIDE 1. 13' FROM PROPERTY LINE (BACK OF CURB) TO LIVING AREA OR SIDE 1. 13' FROM PROPERTY LINE (BACK OF CURB)TO LIVING AREA OR SIDE 1. 13' FROM PROPERTY LINE (BACK OF CURB) TO LIVING AREA OR SIDE Ex ES 9-30-23 ENTRY GARAGE 20' FROM BACK OF SIDEWALK TO FACE OF GARAGE DOOR. ENTRY GARAGE 20' FROM BACK OF SIDEWALK TO FACE OF GARAGE DOOR. ENTRY GARAGE 20' FROM BACK OF SIDEWALK TO FACE OF GARAGE DOOR. ENTRY GARAGE 20' FROM BACK OF SIDEWALK TO FACE OF GARAGE DOOR. 2. LOT MINIMUM WIDTH WILL BE ESTABLISHED AT 13' FROM BACK OF CURB. 2. LOT MINIMUM WIDTH WILL BE ESTABLISHED AT 13' FROM BACK OF CURB. 2. LOT MINIMUM WIDTH WILL BE ESTABLISHED AT 13' FROM BACK OF CURB. 2. LOT MINIMUM WIDTH WILL BE ESTABLISHED AT 13' FROM BACK OF CURB. COMPLETED SURVEY FIELD 3. 8'W X 8' D EASEMENT, CENTERED ON LOT LINE FOR UTILITY 3. 8'W X 8' D EASEMENT, CENTERED ON LOT LINE FOR UTILITY 3. 8'W X 8' D EASEMENT, CENTERED ON LOT LINE FOR UTILITY 3. 8'W X 8' D EASEMENT, CENTERED ON LOT LINE FOR UTILITY N WORK ON N/A CHECKED BY APPURTENANCE TO BE ESTABLISHED BASED ON DRY UTILITY DESIGN. SRP APPURTENANCE TO BE ESTABLISHED BASED ON DRY UTILITY DESIGN. SRP APPURTENANCE TO BE ESTABLISHED BASED ON DRY UTILITY DESIGN. SRP APPURTENANCE TO BE ESTABLISHED BASED ON DRY UTILITY DESIGN. SRP N BJD TRANSFORMERS TO BE LOCATED BETWEEN DRIVEWAYS ONLY. TRANSFORMERS TO BE LOCATED BETWEEN DRIVEWAYS ONLY. TRANSFORMERS TO BE LOCATED BETWEEN DRIVEWAYS ONLY. TRANSFORMERS TO BE LOCATED BETWEEN DRIVEWAYS ONLY. LL CAD TECHNICIAN 4. NO GARAGE ENTRY FROM SIDE STREET. N MJS/CW/JKP ALE NTS TYPICAL LOT SETBACK DETAIL TYPICAL LOT SETBACK DETAIL TYPICAL LOT SETBACK DETAIL TYPICAL LOT SETBACK DETAIL AT ENTRY STREET � DATE 501X 125' (FRONT LOADED) 601X 135' (FRONT LOADED) 701X 135' (FRONT LOADED) N.T.S j2 JOB NUMBER LO 7/5/2022 N WP 215255.03 N.T.S N.T.S N.T.S Y SHEET U O E 33 OF 36 0 0 m N LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE L1 S89046'59"W 16.48' L61 N89046'59"E 10.00' L121 N00015'30"W 10.00' L181 N83008'57"E 87.03' L241 S86016'44"W 46.11' L301 N08027'16"W 61.15' L2 N89046'59"E 12.20' L62 S82030'25"W 36.97' L122 N00015'30"W 10.00, L182 N86044'52"W 157.45' L242 S44044'30"W 28.28' L302 S44044'30"W 28.28' L3 S00013'01"E 23.00' L63 N85034'19"W 68.91' L123 S00015'30"E 10.00' L183 S45015'30"E 28.28' L243 N45015'30"W 28.28' L303 N04037'49"E 132.29' Wood,Patel&Associates, Inc. L4 N89046'59"E 10.96' L64 S82033'03"W 50.59' L124 S00015'30"E 10.00' L184 S11001'39"W 35.24' L244 N86034'10"W 143.22' L304 N86043'06"W 158.74' Civil Engineering Water Resources L5 S74018'58"W 35.36' L65 N89046'59"E 10.00, L125 S10043'39"E 24.15' L185 N08002'13"W 54.31' L245 S83032'18"W 71.66' L305 S45015'30"E 28.28' Land Survey Construction Management L6 N60041'02"W 16.50' L66 N89046'59"E 10.00' L126 S04023'13"W 80.64' L186 N04023'13"E 118.14' L246 S44044'30"W 28.28' L306 N44044'17"E 28.29' 602.335.8500 L7 S29018'58"W 23.00' L67 S82030'25"W 36.97' L127 N00015'30"W 10.00' L187 N44044'30"E 28.28' L247 N45015'30"W 24.04' L307 N77032'06"E 37.02' www.woodpatel.com L8 N60041'02"W 16.50' L68 N85034'19"W 68.91' L128 N00015'30"W 10.00, L188 S78014'48"W 47.92' L248 S82024'55"E 84.81' L308 S81054'56"E 78.33' L9 S15041'02"E 35.36' L69 N00015'30"W 10.00, L129 S00015'30"E 10.00, L189 N56007'31"W 182.07' L249 N44044'30"E 28.28' L309 N45016'11"W 28.29' L10 N29018'58"E 31.20' L70 N00015'30"W 10.00, L130 S00015'30"E 10.00' L190 S15041'02"E 28.28' L250 N83036'54"E 23.70' L310 S44044'03"W 31.82' L11 S74018'57"W 35.36' L71 S00015'30"E 10.00, L131 N83034'39"E 96.13' L191 N67057'36"W 74.62' L251 S86047'40"E 67.09' L311 S83030'33"W 78.51' L12 N60041'02"W 16.50' L72 S00015'30"E 10.00' L132 N04023'13"E 77.68' L192 S74018'58"W 28.28' L252 S45015'30"E 28.28' L312 S76043'55"W 48.40' L13 N29018'58"E 23.00' L73 N89046'59"E 10.00, L133 S09046'24"E 27.46' L193 S22043'27"W 87.04' L253 N44044'30"E 28.28' L313 S69006'48"E 28.28' L14 N60041'02"W 16.50' L74 N89046'59"E 10.00, L134 N04023'13"E 68.91' L194 S15041'02"E 28.28' L254 N83036'52"E 68.47' L314 S50001'15"W 14.48' CURVE TABLE CURVE TABLE L15 S15041'02"E 35.36' L75 N82000'15"E 34.58' L135 S07032'03"E 36.97' L195 N75059'37"W 29.13' L255 S86003'12"E 160.42' L315 S20053'12"W 28.28' CURVE DELTA RADIUS ARC CHORD BEARING CHORD CURVE DELTA RADIUS ARC CHORD BEARING CHORD L16 N29018'58"E 15.82' L76 N86007'33"W 189.04' L136 N04023'13"E 46.64' L196 S74018'58"W 28.28' L256 S45015'30"E 28.28' L316 N69006'48"W 28.28' C1 29030'55" 1000,00' 515.14' S14033'30"W 509A6' C46 90000'00" 40.00' 62.83' S44044'30"W 56.57' L17 S23059'01"W 37.21' L77 S85034'19"E 71.15' L137 S04023'13"W 27.12' L197 N15041'02"W 28.28' L257 N44044'30"E 28.28' L317 N20053'12"E 28.28' C2 24050'24" 966.50' 419.02' S16053'45"W 415.74' C47 26029'10" 88.00' 40.68' N77000'54"W 40.32' L18 N65053'12"E 22.42' L78 N89046'59"E 10.00' L138 S08002'13"E 20.65' L198 S74018'58"W 28.28' L258 S44044'30"W 28.28' L318 N69025'50"E 158.92' C3 31019'56" 24.00' 13.12' S44058'56"W 12.96' C48 29034'27" 100.00' 51.62' S75028'16"E 51.05' L19 S24006'48"E 23.00' L79 N89046'59"E 10.00' L139 N00015'30"W 10.00' L199 N15041'02"W 28.28' L259 S8300910011W 87.04' L319 N59040'46"E 71.82' C4 31019'56" 24.00' 13.12' N44058'56"E 12.96' C49 27008'54" 112.00' 53.07' S76041'03"E 52.57' L20 N65053'12"E 18.89' L80 N75049'48"E 14.30' L140 N00015'30"W 10.00' L200 S34035'59"W 119.28' L260 S44044'30"W 28.28' L320 N71057'52"E 90.61' C5 31019'56" 24.00' 13.12' N13039'00"E 12.96' C50 29034'27" 416.00' 214.73' S75028'16"E 212.35' L21 N67043'50"W 36.20' L81 S85034'19"E 88.92' L141 N04053'41"E 67.57' L201 N74018'58"E 28.28' L261 N45015'30"W 28.28' L321 N71004'31"W 26.27' C6 31019'56" 24.00' 13.12' S13039'00"W 12.96' C51 29034'27" 400.00' 206.47' S75028'16"E 204.18' L22 N65053'12"E 17.00' L82 N89046'59"E 10.00' L142 S08002'13"E 38.07' L202 N15041'02"W 28.28' L262 S77018'59"E 18.78' L322 N20053'12"E 28.28' C7 31°19'56" 24.00' 13.12' S44058'56"W 12.96' C52 11°30'12" 384.00' 77.10' S73043'19"E 76.97' L23 S00016'25"E 22.00' L83 N89046'59"E 10.00' L143 N00015'30"W 10.00' L203 N20028'41"E 53.03' L263 S45015'30"E 28.28' L323 S85049'50"E 143.17' C8 31019'56" 24.00' 13.12' N44058'56"E 12.96' C53 90000'00" 10.00' 15.71' S74018'58"W 14.14' N ° ° ° ° ° ° C9 44°00'00" 1040,50' 799.05' N07°18'58"E 779.56' C54 90°00'00" 36.00' 56.55' S74°18'58"W 50.91' L1J L24 N44 43 49 E 42.42 L84 N89 46 59 E 10.00 L144 N00 15 30 W 10.00 L204 N74 18 58 E 28.28 L264 N44 26 27 E 6.65 L324 S44 43 35 W 28.2$ U) ° " ° ° ° ° ° C10 53025'46" 1000.00' 932.52' N02036'05"E 899.10' C55 29034'27" 189.00' 97.56' N75028'16"W 96.48' Q = o L25 N89 44 03 E 11.04 L85 N89 46 59 E 10.00 L145 N06 29 36 E 148.53 L205 S74 18 5$ W 28.28 L265 S29 18 58 W 14.82 L325 N45 16 25 W 28.28 �- L26 N00015'57"W 23.00' L86 S45013'01"E 42.43' L146 S04023'13"W 80.42' L206 N15041'02"W 28.28' L266 N29018'58"E 19.82' L326 S86048'17"E 76.50' C11 320 1202� n 24.00' 13.49' N300 3700� n W 13.31' C56 290 3427� n 200.00' 103.23' S750 2816i nE 102.09' z ° ° ° ° ° ° C12 30°38'58" 24.00' 12.84' S31°23'32"E 12.69' C57 29°34'27" 216.00' 111.49' S75°28'16"E 110.26' L27 S89 44 03 W 11.04 L87 N89 46 59 E 14.02 L147 N 10 39 08 W 24.40 L207 N56 2153 W 155.10 L267 N39 38 43 E 249.44 L327 S81 36 01 W 13.12 J O L28 N45015'43"W 42.42' L88 N44045'44"E 24.04' L148 S00015'30"E 10.00' L208 S74018'58"W 28.28 L268 S46053'49"E 30.90' L328 S44043'35"W 28.28' C13 1009'33" 1033.50' 20.91' N16038'49"W 20.91' C58 29034'27" 384,00' 198.21' S75028'16"E 196.02' L29 N44°44'30"E 35.36' L89 S00°15'30"E 10.00, L149 S00°15'30"E 10.00, L209 N15°41'02"W 28.28' L269 N07°55'25"W 95.22' L329 N45°16'25"W 28.28' C14 1°41'27" 1033.50' 30.50' N22°11'35"W 30.50' C59 29°34'27" 400.00' 206.47' S75°28'16"E 204.18' O 0 CL ° ° ° ° " ° ° C15 30°40'55" 24.00' 12.85' S07°41'51"E 12.70' C60 29°34'27" 416.00' 214.73' S75°28'16"E 212.35' fn `_ L30 N89 44 30 E 11.04 L90 S00 15 30 E 10.00 L150 N04 2313E 71.15 L210 N60 4102 W 28.10 L270 SO4 37 49 W 132.29 L330 S45 16 25 E 28.28 um O L31 N00015'30"W 23.00' L91 N15021'53"E 47.24' L151 N08002'13"W 34.58' L211 S60041'02"E 23.10' L271 N44044'30"E 28.28' L331 N44043'35"E 28.28' C16 31045'24" 24.00' 13.30' N08014'06"W 13.13' C61 90000'00" 10.00' 15.71' N44044'30"E 14.14' -j m L32 S89044'30"W 11.04' L92 N08002'11"W 45.02' L152 S00015'30"E 10.00' L212 N74018'58"E 28.28' L272 S42057'03"W 29.15' L332 N83008'05"E 87.04' C17 31019'56" 24.00' 13.12' N39046'46"W 12.96' C62 90000'00" 36.00' 56.55' N44044'30"E %91' L33 N45015'30"W 35.36' L93 S18006'25"W 3.68' L153 S00015'30"E 10.00, L213 N34006'37"E 108.04' L273 N45015'30"W 28.28' L333 S86048'17"E 155.59' C18 31019'56" 24.00' 13.12' S39046'46"E 12.96' C63 90000'00" 10.00' 15.71' N45015'30"W 14.14' L34 N44045'44"E 28.27' L94 N00015'30"W 10.00, L154 S04023'13"W 46.64' L214 N65031'34"W 22.17' L274 S04003'44"W 118.06' L334 N89024'43"E 212.03' C19 31019'56" 7.00' 3.83' S39046'46"E 3.78' C64 90000'00" 36.00' 56.55' N45015'30"W 50.91' L35 N78031'11"W 55.08' L95 N00015'30"W 10.00' L155 N08002'13"W 125.95' L215 N69044'52"W 31.30' L275 N08026'28"W 61.17' L335 S45016'25"E 28.28' C20 31019'56" 41.00' 22.42' N39046'46"W 22.14' C65 55029'27" 389.00' 376.75' N57003'41"E 362.19' L36 S82030'25"W 74.62' L96 N74018'58"E 28.28' L156 N00015'30"W 10.00, L216 N77044'21"W 50.20' L276 S08026'28"E 61.17' L336 N44043'35"E 28.28' C21 90000'00" 36.00' 56.55' S45013'01"E 50.91' C66 60025'33" 400.00' 421.85' S59031'44"W 402.57' L37 S82032'28"W 102.10' L97 N67055'29"W 25.00' L157 N00015'30"W 10.00' L217 S15041'02"E 28.28' L277 N04037'49"E 132.29' L337 N83035'38"E 21.56' C22 90000'00" 10.00' 15.71' S45013'01"E 14.14' C67 55028'00" 416.00' 402.72' S57002'58"W 387.18' L38 S44045'44"W 28.27' L98 N55031'52"W 87.04' L158 S04023'13"W 71.15' L218 S20028'38"W 53.05' L278 N89044'30"E 17.97' L338 S87001'15"E 69.39' C23 90002'28" 10.00' 15.72' N44045'44"E 14.15' C68 23051'19" 284.00' 118.24' S77048'51"W 117.39' L39 N45014'16"W 28.29' L99 S15041'02"E 28.28' L159 N08002'13"W 34.58' L219 S34035'59"W 119.28' L279 S45015'30"E 28.28' L339 N15041'02"W 28.28' C24 90002'28" 36.00' 56.57' N44045'44"E 50.93' C69 23051'19" 300.00' 124.91' S77048'51"W 124.01' L40 N86006'58"W 73.24' L100 N74018'58"E 28.28' L160 N00015'30"W 10.00' L220 S74018'58"W 28.28' L280 N44044'30"E 28.28' L340 S80041'14'W 50.75' C25 90002'28" 36.00' 56.57' S44045'44"W 50.93' C70 23051'19" 316.00' 131.57' S77048'51"W 130.62' L41 N82000'16"E 39.30' L101 N68027'46"W 31.94' L161 N00015'30"W 10.00' L221 S15041'02"E 28.28' L281 S05008'48"E 132.29' L341 S44043'35"W 28.28' C26 90002'28" 36.00' 56.57' N44045'44"E 50.93' C71 36034'14" 284.00' 181.27' S47036'05"W 178.21' L42 S85034'24"E 83.07' L102 N56002'20"W 83.12' L162 N05058'05"E 60.80' L222 S20028'41"W 53.03' L282 S45015'30"E 28.28' L342 N45016'25"W 28.28' C27 90001'27" 10.00' 15.71' N44046'15"E 14.15' C72 36034'14" 300.00' 191.48' S47036'05"W 188.25' L43 N82000'05"E 32.00' L103 N69003'20"W 21.17' L163 N08002'13"W 44.62' L223 S34035'59"W 119.28' L283 S44044'30"W 28.28' L343 S45016'25"E 28.28' C28 90000'00" 40.00' 62.83' N45013'01"W 56.57' C73 36034'14" 316,00' 201.70' S47036'05"W 198.29' L44 S85034'20"E 141.38' L104 S56046'01"E 94.85' L164 N15041'02"W 28.28' L224 N20028'41"E 53.03' L284 N03040'25"E 152.68' L344 N44043'35"E 28.28' C29 90000'00" 10.00' 15.71' N45013'01"W 14.14' C74 90000'00" 10.00' 15.71' S69006'48"E 14.14' L45 N82000'12"E 66.79' L105 S27007'12"W 22.90' L165 N56002'20"W 83.12' L225 N34035'59"E 119.28' L285 S06051'00"E 74.11' L345 S86020'30"E 174.33' C30 29034'27" 211.00' 108.91' S14031'44"W 107.71' C75 90000'00" 36.00' 56.55' S69006'48"E 50.91' L46 S82000'05"W 66.85' L106 S15042'07"W 2.49' L166 N68027'46"W 36.62' L226 N74018'58"E 28.28' L286 S45015'30"E 28.28' L346 N83035'38"E 68.68' C31 29034'27" 200.00' 103.23' S14031'44"W 102.09' C76 23051'19" 384.00' 159.88' S77048'51"W 158.73' L47 N85034'13"W 141.44' L107 N83018'51"W 81.20' L167 S54056'48"E 110.97' L227 S60041'02"E 44.74' L287 N69006'48"W 28.28' L347 N86020'30"W 179.71' C32 29034'27" 184.00' 94.97' S14031'44"W 93.92' C77 23051'19" 400.00' 166.54' S77048'51"W 165.34' L48 N14001'51"W 13.84' L108 N00015'30"W 25.39' L168 S33033'15"W 163.27' L228 N60041'02"W 44.74' L288 S89044'30"W 17.97' L348 N44043'35"E 28.28' C33 29034'27" 216.00' 111.49' S14031'44"W 110.26' C78 23051'19" 416.00' 173.20' S77048'51"W 171.95' LAND " " ° " � C34 29°34'27" 200.00, 103.23' S14°31'44"W 102.09' C79 90°00'00" 36.00' 56.55' S20°53'12"W 50.91, ��' ��23945 sG L49 S82 0012 W 66.79 L 109 N00 15 30 W 25.37 L 169 N 15 43 40 E 20.27 L229 S56 45 08 E 174.33 L289 S44 44 30 W 28.28 L349 S45 16 25 E 28.28 � ��� do �G CO 23945 M L50 N85034'20"W 53.55' L110 N27007'12"E 19.17' L170 N33014'52"E 174.33' L230 N85009'40"W 29.49' L290 N45015'30"W 28.28' L350 S44043'35"W 28.28' C35 29034'27" 184.00' 94.97' S14031'44"W 93.92' C80 90000,001, 10.00' 15.71' S20053'12"W 14.14' BRIAN J. W DIEHL per, O � 1 � ° C36 29034'27" 216.00' 111.49' S14031'44"W 110.26' C81 23050'24" 384,00' 159.78' S77048'23"W 158.63' �fes. ned O' . L51 N82 0012E 18.92 L111 S60 4102E 6.93 L171 N74 18 58 E 28.28 L231 S88 37 55 W 261.29 L291 SO4 37 49 W 132.29 L351 S45 16 25 E 2$.28 9 P U L52 N83058'30"W 98.91' L112 N89044'30"E 17.58' L172 N56058'54"W 113.07' L232 S44044'30"W 28.28' L292 N08026'28"W 61.17' L352 S83008'05"W 87.04' C37 29034'27" 200.00' 103.23' S14031'44"W 102.09' C82 23050'24" 400.00' 166.43' S77048'23"W 165.24' L53 N86017'04"W 79.27' L113 N06049'43"W 88.67' L173 N86019'28"W 174.23' L233 N45015'30"W 28.28' L293 S08026'32"E 61.19' L353 S44043'35"W 28.28' C38 290 3427� n 184.00' 94.97' S140 3144i n W 93.92' C83 230 5024� n 416.00' 173.09' S770 4823� n W 171.85' EX ES 9-30-23 COMPLETED SURVEY FIELD L54 N82007'28"W 84.75' L114 N05032'23"E 95.34' L174 S45015'30"E 28.28' L234 S86042'02"E 159.51' L294 N04037'45"E 132.27' L354 N45016'25"W 28.28' C39 27022'41" 116.00' 55.43' S13025'51"W 54.90' C84 23050'24" 384,00' 159.78' S77048'23"W 158.63' N WORK ON N/A CHECKED BY L55 N89046'59"E 10.00' L115 N84010'31"W 108.45' L175 S11001'39"W 35.24' L235 N86047'43"W 155.33' L295 S45015'30"E 28.28' L355 S77019'54"E 18.78' C40 27022'41" 100.00' 47.78' S13025'51"W 47.33' C85 23050'24" 400.00' 166.43' S77048'23"W 165.24' BJD LL CAD TECHNICIAN L56 N89046'59"E 10.00, L116 N86013'48"E 32.88' L176 N08002'13"W 54.31' L236 S45015'30"E 28.28' L296 N44044'30"E 28.28' L356 N20028'41"E 53.03' C41 27022'41" 84.00' 40.14' N13025'51"E 39.76' C86 23050'24" 416.00' 173.09' S77048'23"W 171.85' N MJS/CW/JKP ALE NTS L57 S82000'15"W 34.58' L117 S86009'15"E 55.52' L177 S04023'13"W 118.14' L237 S44044'30"W 28.28' L297 S44044'03"W 31.82' C42 5051'17" 84.00' 8.58' N63036'41"W 8.58' C87 90000'00" 10.00' 15.71' N44043'35"E 14.14' ? DATE 7/5/2022 L58 S85034'19"E 71.15' L118 N86009'56"E 16.03' L178 N08002'13"W 55.48' L238 S83036'54"W 68.44' L298 N45015'57"W 28.29' C43 29034'27" 100.00' 51.62' S75028'16"E 51.05' C88 90000'00" 36.00' 56.55' N44043'35"E 50.91' JOB NUMBER N WP 215255.03 L59 S85034'20"E 141.38' L119 N08002'13"W 44.71' L179 N04023'13"E 117.05' L239 N45015'30"W 28.28' L299 S86034'04"W 31.55' C44 17028'32" 116.00' 35.38' S69025'18"E 35.24' C89 90000'00" 10.00' 15.71' N45016'25"W 14.14' SHEET 0 o ,, o ,, o ,, o ,, o ,. o ,, o ,, o ,, o ,, 0 34 OF 36 L60 N89 46 59 E 10.00 L120 S05 59 00 W 60.71 L180 N44 44 30 E 28.28 L240 S86 47 43 E 46.11 L300 SO4 36 56 W 132.33 C45 90 00 02 10.00 15.71 S44 44 30 W 14.14 C90 90 00 00 36.00 56.55 N45 16 25 W 50.91 0 m N LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES LOT N0, SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES LOT N0, SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES LOT N0, SQUARE FEET ACRES 1 7,695 0.1767 57 6,250 0.1435 113 6,250 0.1435 169 6,750 0.1550 225 8,235 0.1890 281 8,100 0.1860 337 10,395 0.2386 393 4,000 0.0918 2 7,860 0.1804 58 6,250 0.1435 114 6,250 0.1435 170 6,750 0.1550 226 10,735 0.2464 282 8,100 0.1860 338 10,395 0.2386 394 4,000 0.0918 3 7,860 0.1804 59 6,250 0.1435 115 6,250 0.1435 171 9,317 0.2139 227 10,735 0.2464 283 8,196 0.1881 339 10,395 0.2386 395 4,000 0.0918 Wood,Patel&Associates, Inc. Civil Engineering 4 9,884 0.2269 60 6,250 0.1435 116 6,250 0.1435 172 7,223 0.1658 228 8,235 0.1890 284 9,461 0.2172 340 10,395 0.2386 396 4,000 0.0918 Water Resources Land Survey 5 8,175 0.1877 61 6,250 0.1435 117 8,175 0.1877 173 7,222 0.1658 229 8,235 0.1890 285 9,452 0.2170 341 10,395 0.2386 397 5,160 0.1185 Construction Management 602.335.8500 6 6,250 0.1435 62 6,250 0.1435 118 8,175 0.1877 174 7,222 0.1658 230 8,235 0.1890 286 9,187 0.2109 342 12,551 0.2881 398 8,464 0.1943 www.woodpatel.com 7 6,372 0.1463 63 6,250 0.1435 119 6,250 0.1435 175 7,222 0.1658 231 8,235 0.1890 287 8,100 0.1860 343 4,000 0.0918 399 8,424 0.1934 8 8,675 0.1992 64 8,675 0.1992 120 6,250 0.1435 176 7,223 0.1658 232 8,235 0.1890 288 8,100 0.1860 344 4,000 0.0918 400 6,404 0.1470 9 6,750 0.1550 65 6,750 0.1550 121 6,250 0.1435 177 7,222 0.1658 233 8,235 0.1890 289 10,195 0.2340 345 4,000 0.0918 401 5,989 0.1375 10 6,973 0.1601 66 6,750 0.1550 122 6,250 0.1435 178 7,222 0.1658 234 8,235 0.1890 290 12,551 0.2881 346 4,000 0.0918 402 8,326 0.1911 11 8,675 0.1992 67 8,675 0.1992 123 6,250 0.1435 179 7,635 0.1753 235 8,235 0.1890 291 10,395 0.2386 347 4,000 0.0918 403 6,614 0.1518 12 6,463 0.1484 68 6,438 0.1478 124 8,175 0.1877 180 8,500 0.1951 236 10,796 0.2478 292 10,395 0.2386 348 4,000 0.0918 404 6,050 0.1389 13 6,339 0.1455 69 6,437 0.1478 125 9,162 0.2103 181 8,621 0.1979 237 10,600 0.2433 293 10,395 0.2386 349 4,000 0.0918 405 5,177 0.1188 14 8,295 0.1904 70 6,438 0.1478 126 7,742 0.1777 182 8,795 0.2019 238 8,532 0.1959 294 10,395 0.2386 350 4,000 0.0918 406 6,127 0.1406 15 8,768 0.2013 71 6,438 0.1478 127 8,124 0.1865 183 9,265 0.2127 239 11,303 0.2595 295 10,395 0.2386 351 4,000 0.0918 407 5,806 0.1333 16 6,500 0.1492 72 6,438 0.1478 128 8,714 0.2000 184 12,693 0.2914 240 10,143 0.2329 296 10,395 0.2386 352 4,000 0.0918 408 4,640 0.1065 17 7,677 0.1762 73 6,438 0.1478 129 7,8 93 0.1812 185 10,665 0.2448 241 8,505 0.1952 297 12,490 0.2867 353 4,000 0.0918 409 5,204 0.1195 18 8,371 0.1922 74 6,438 0.1478 130 7,812 0.1793 186 12,693 0.2914 242 8,505 0.1952 298 9,450 0.2169 354 4,000 0.0918 410 5,907 0.1356 19 8,201 0.1883 75 6,438 0.1478 131 7,9 96 0.1836 187 8,701 0.1997 243 8,505 0.1952 299 11,566 0.2655 355 4,000 0.0918 411 5,800 0.1331 20 6,546 0.1503 76 6,438 0.1478 132 11,143 0.2558 188 8,370 0.1921 244 8,505 0.1952 300 12,693 0.2914 356 4,000 0.0918 412 5,760 0.1322 21 6,546 0.1503 77 6,438 0.1478 133 10,687 0.2453 189 8,370 0.1921 245 8,505 0.1952 301 10,665 0.2448 357 4,000 0.0918 413 5,187 0.1191 N 22 6,546 0.1503 78 6,438 0.1478 134 8,791 0.2018 190 8,370 0.1921 246 8,505 0.1952 302 12,693 0.2914 358 4,000 0.0918 414 5,659 0.1299 � Q a ¢ 23 6,546 0.1503 79 6,438 0.1478 135 6,835 0.1569 191 8,370 0.1921 247 8,505 0.1952 303 10,020 0.2300 359 4,000 0.0918 415 4,874 0.1119 = zo CL N 24 6,546 0.1503 80 6,438 0.1478 136 6,716 0.1542 192 8,370 0.1921 248 10,600 0.2433 304 9,855 0.2262 360 4,000 0.0918 416 4,600 0.1056 ¢ U 25 6,546 0.1503 81 6,438 0.1478 137 6,743 0.1548 193 8,370 0.1921 249 10,600 0.2433 305 9,855 0.2262 361 4,000 0.0918 417 5,984 0.1374 o O 0 J � Z 907 0.1586 194 10,465 0.2402 250 8,505 0.1952 306 9,855 0.2262 362 4,000 0.0918 418 5,745 0.1319 26 7, 5 0.1677 82 0.1478 138 � 27 8,675 0.1992 83 6,4 38 0.1478 139 9,502 0.2181 195 10,216 0.2345 251 8,505 0.1952 307 9,855 0.2262 363 4,000 0.0918 419 4,560 0.1047 CL 28 6,862 0.1575 84 6,4 38 0.1478 140 10,135 0.2327 196 8,100 0.1860 252 8,505 0.1952 308 10,020 0.2300 364 4,000 0.0918 420 4,560 0.1047 < U. O J 29 6,862 0.1575 85 7,832 0.1798 141 6,835 0.1569 197 8,100 0.1860 253 8,505 0.1952 309 12,693 0.2914 365 4,000 0.0918 421 5,011 0.1150 m 30 8,675 0.1992 86 8,740 0.2006 142 6,600 0.1515 198 8,100 0.1860 254 8,505 0.1952 310 10,665 0.2448 366 4,000 0.0918 422 5,620 0.1290 31 7,147 0.1641 87 9, 672 0.2220 143 8,425 0.1934 199 8,100 0.1860 255 8,505 0.1952 311 12,693 0.2914 367 4,000 0.0918 423 4,400 0.1010 32 6,389 0.1467 88 7,891 0.1811 144 8,519 0.1956 200 8,100 0.1860 256 8,505 0.1952 312 10,020 0.2300 368 5,160 0.1185 424 5,560 0.1276 33 6,389 0.1467 89 7,425 0.1705 145 6,594 0.1514 201 8,100 0.1860 257 9,421 0.2163 313 9,855 0.2262 369 4,000 0.0918 425 3,296 0.0757 34 6,389 0.1467 90 7,425 0.1705 146 6,634 0.1523 202 8,100 0.1860 258 12,161 0.2792 314 9,855 0.2262 370 4,000 0.0918 426 3,300 0.0758 35 6,389 0.1467 91 7,425 0.1705 147 8,065 0.1852 203 8,100 0.1860 259 12,805 0.2940 315 9,855 0.2262 371 4,000 0.0918 427 3,620 0.0831 36 6,552 0.1504 92 7,425 0.1705 148 11,462 0.2631 204 8,100 0.1860 260 10,665 0.2448 316 9,855 0.2262 372 4,000 0.0918 428 3,620 0.0831 37 7,489 0.1719 93 7,425 0.1705 149 9,505 0.2182 205 8,100 0.1860 261 12,692 0.2914 317 10,020 0.2300 373 4,000 0.0918 429 3,300 0.0758 38 7,577 0.1740 94 7,425 0.1705 150 8,635 0.1982 206 8,100 0.1860 262 11,450 0.2629 318 11,566 0.2655 374 5,160 0.1185 430 3,296 0.0757 39 7,519 0.1726 95 7,425 0.1705 151 7,1 21 0.1635 207 10,735 0.2464 263 10,270 0.2358 319 9,450 0.2169 375 5,396 0.1239 431 3,296 0.0757 40 7,394 0.1697 96 9,520 0.2185 152 7,121 0.1635 208 8,235 0.1890 264 8,438 0.1937 320 9,450 0.2169 376 4,160 0.0955 432 3,300 0.0758 41 8,351 0.1917 97 8,175 0.1877 153 7,1 21 0.1635 209 8,235 0.1890 265 8,438 0.1937 321 9,450 0.2169 377 4,160 0.0955 433 3,620 0.0831 42 8,382 0.1924 98 6,250 0.1435 154 7,1 21 0.1635 210 8,235 0.1890 266 8,438 0.1937 322 9,450 0.2169 378 4,160 0.0955 434 3,620 0.0831 43 7,894 0.1812 99 6,250 0.1435 155 8,571 0.1968 211 8,235 0.1890 267 8,438 0.1937 323 9,450 0.2169 379 4,160 0.0955 435 3,300 0.0758 44 7,933 0.1821 100 6,250 0.1435 156 8,859 0.2034 212 8,235 0.1890 268 8,438 0.1937 324 9,450 0.2169 380 4,160 0.0955 436 3,296 0.0757 45 7,225 0.1659 101 6,250 0.1435 157 10,161 0.2333 213 8,235 0.1890 269 8,438 0.1937 325 9,450 0.2169 381 4,160 0.0955 437 3,296 0.0757 �1) LAND 46 6,250 0.1435 102 6,250 0.1435 158 8,845 0.2031 214 8,235 0.1890 270 8,438 0.1937 326 9,450 0.2169 382 5,3 90 0.1237 438 3,300 0.0758 CO \FicArF�osG�G 23945 M 47 6,250 0.1435 103 8,175 0.1877 159 8,115 0.1863 215 8,235 0.1890 271 8,438 0.1937 327 11, B 545 0.2650 383 5,390 0.1237 439 3,620 0.0831 � a� DIIEHL,�p.: � 48 6,250 0.1435 104 8,175 0.1877 160 10,069 0.2312 216 10,796 0.2478 272 10,533 0.2418 328 11,548 0.2651 384 4,160 0.0955 440 3,620 0.0831 q ned- P. 49 6,250 0.1435 105 6,250 0.1435 161 8,1 49 0.1871 217 10,796 0.2478 273 7,991 0.1834 329 9,454 0.2170 385 4,160 0.0955 441 3,300 0.0758 EX , ES 9-30-23 50 6,250 0.1435 106 6,250 0.1435 162 6,750 0.1550 218 8,235 0.1890 274 8,100 0.1860 330 9,455 0.2171 386 4,160 0.0955 442 3,295 0.0757 COMPLETED SURVEY FIELD N WORK ON N/A u. CHECKED BY 51 6,250 0.1435 107 6,250 0.1435 163 6,750 0.1550 219 8,235 0.1890 275 8,100 0.1860 331 9,457 0.2171 387 4,160 0.0955 443 3,296 0.0757 N BJD CAD TECHNICIAN 52 6,250 0.1435 108 6,250 0.1435 164 6,750 0.1550 220 8,235 0.1890 276 8,100 0.1860 332 9,458 0.2171 388 4,160 0.0955 444 3,300 0.0758 MJS/CW/JKP N ALE 53 6,250 0.1435 109 6,250 0.1435 165 6,750 0.1550 221 8,235 0.1890 277 100 0.1860 333 9,459 0.2172 389 4,160 0.0955 445 3,620 0.0831 NTS DATE 54 6,250 0.1435 110 8,175 0.1877 166 6,750 0.1550 222 8,235 0.1890 278 8,100 0.1860 334 9,461 0.2172 390 5,391 0.1238 446 3,620 0.0831 7/5/2022 JOB NUMBER 55 6,250 0.1435 111 8,175 0.1877 167 6,750 0.1550 223 8,235 0.1890 279 8,100 0.1860 335 12,490 0.2867 391 5,160 0.1185 447 3,300 0.0758 CDWP 215255.03 Y SHEET U O 56 6,250 0.1435 112 6,250 0.1435 168 6,750 0.1550 224 8,235 0.1890 280 8,100 0.1860 336 10,395 0.2386 392 4,000 0.0918 448 3,296 0.0757 0 35 OF 36 0 m N LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE PARCEL AREA TABLE SITE DATA TABLE LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES LOT NO. SQUARE FEET ACRES SQUARE FEET ACRES USEAGE A GROSS PROJECT AREA 7,333,937 SQ.FT. 16$.4 AC. 449 3,296 0.0757 505 3,758 0.0863 561 2,997 0.0688 617 2,997 0.0688 673 2,997 0.0688 PARCEL 09 18,423 0.4229 FUTURE PARK B NET PROJECT AREA 6,906,821 SQ.FT. 158.6 AC. 450 3,300 0.0758 506 3,758 0.0863 562 2,997 0.0688 618 2,997 0.0688 674 2,997 0.0688 PARCEL 10 231,004 5.3031 FUTURE PARK C CURRENT DEVELOPMENT GROSS PROJECT AREA 7,095,822 SQ.FT. 162.9 AC. 451 3,620 0.0831 507 3,300 0.0758 563 2,997 0.0688 619 2,997 0.0688 675 4,250 0.0976 D CURRENT DEVELOPMENT NET PROJECT AREA 6,668,706 SQ.FT. 153.1 AC. Wood,Patel&Associates, Inc. PARCEL 11 91,423 2.0988 FUTURE PARK Civil Engineering 452 3,620 0.0831 508 3,295 0.0757 564 4,250 0.0976 620 2,997 0.0688 676 4,300 0.0987 E CURRENT DEVELOPMENT OPEN SPACE* 2,109,351 SQ.FT. 48.4 AC. Water Resources PARCEL 12 207,501 4.7636 FUTURE PARK Land Survey E1 ACTIVE OPEN SPACE 1,452,954 SQ.FT. 33.4 AC. Construction Management 453 3,300 0.0758 509 3,296 0.0757 565 4,300 0.0987 621 2,997 0.0688 677 2,997 0.0688 PARCEL 13 59,486 1.3656 FUTURE PARK 602.335.8500 454 3,295 0.0757 510 3,300 0.0758 566 2,997 0.0688 622 4,300 0.0987 678 2,997 0.0688 E2 PASSIVE OPEN SPACE 48,560 SQ.FT. 1.1 AC. www.woodpatel.com PARCEL 14 238,115 5.4664 FUTURE SCHOOL F PERCENT OPEN SPACE (E/C) 29.7% 455 3,296 0.0757 511 3,620 0.0831 567 2,997 0.0688 623 4,300 0.0987 679 2,997 0.0688 TOTAL 845,952 19.4204 G PERCENT ACTIVE OPEN SPACE (EVE) 68.9% 456 3,300 0.0758 512 3,620 0.0831 568 2,997 0.0688 624 2,997 0.0688 680 2,997 0.0688 H FUTURE DEVELOPMENT GROSS AREA** 238115.22 SQ.FT. 5.47 AC. 457 3,620 0.0831 513 3,300 0.0758 569 2,997 0.0688 625 2,997 0.0688 681 2,997 0.0688 I FUTURE DEVELOPMENT NET AREA 238115.22 SQ.FT. 5.47 AC. 458 3,620 0.0831 514 3,295 0.0757 570 4,251 0.0976 626 2,997 0.0688 682 2,997 0.0688 J NUMBER OF LOTS 691 459 3,300 0.0758 515 3,296 0.0757 571 4,250 0.0976 627 2,997 0.0688 683 4,300 0.0987 K EXISTING ZONING MPC 460 3,296 0.0757 516 3,300 0.0758 572 2,997 0.0688 628 2,997 0.0688 684 4,300 0.0987 L PROPOSED ZONING MPC 461 3,300 0.0758 517 3,620 0.0831 573 2,997 0.0688 629 2,997 0.0688 685 2,997 0.0688 M GROSS PROJECT DENSITY (J/C) 4.24 DU/GROSS AC 462 3,300 0.0758 518 3,620 0.0831 574 2,997 0.0688 630 4,300 0.0987 686 2,997 0.0688 N NEIGHBORHOOD RIGHT-OF-WAY 917,947-T SQ.FT. 21.07 AC. 463 3,620 0.0831 519 3,300 0.0758 575 2,997 0.0688 631 4,300 0.0987 687 2,997 0.0688 464 3,620 0.0831 520 3,295 0.0757 576 2,997 0.0688 632 2,997 0.0688 688 2,997 0.0688 * OPEN SPACE WITHIN FUTURE DEVELOPMENT PARCELS NOT INCLUDED IN OPEN SPACE CALCULATION. 465 3,300 0.0758 521 3,295 0.0757 577 4,300 0.0987 633 2,997 0.0688 689 2,997 0.0688 ** OPEN SPACE WITHIN FUTURE DEVELOPMENT PARCELS TO MEET THE REQUIRED MINIMUM PERCENTAGE OF OPEN SPACE AS SPECIFIED IN THE APPROVED MASTER PLANNED COMMUNITY DOCUMENT. FUTURE DEVELOPMENT PARCEL DEVELOPERS ARE 466 3,300 0.0758 522 3,300 0.0758 578 4,300 0.0987 634 2,997 0.0688 690 2,997 0.0688 REQUIRED TO PROVIDE OPEN SPACE AREA AND PERCENTAGE TO THE CITY AND THE MASTER DEVELOPER WITH THE FINAL SITE PLAN. 467 3,295 0.0757 523 3,620 0.0831 579 2,997 0.0688 635 2,997 0.0688 691 4,300 0.0987 468 3,620 0.0831 524 3,620 0.0831 580 2,997 0.0688 636 2,997 0.0688 TOTAL 4,136,396 94.9600 469 3,620 0.0831 525 3,300 0.0758 581 2,997 0.0688 637 2,997 0.0688 N 470 3,295 0.0757 526 3,296 0.0757 582 4,276 0.0982 638 4,300 0.0987 w 471 3,295 0.0757 527 3,295 0.0757 583 4,2 75 0.0982 639 4,250 0.0976 TRACT AREA TABLE TRACT AREA TABLE = o 472 3,620 0.0831 528 3,300 0.0758 584 2,997 0.0688 640 2,997 0.0688 TRACT AREA TRACT AREA TRACT AREA TRACT AREA �- Of TRACT SQUARE FEET ACRES TRACT USEAGE TRACT SQUARE FEET ACRES TRACT USEAGE ¢ 473 3,620 0.0831 529 3,620 0.0831 585 2,997 0.0688 641 2,997 0.0688 U o A 32,709 0.7509 OPEN SPACE AE 1,649 0.0379 OPEN SPACE J 474 3,296 0.0757 530 3,620 0.0831 586 2,997 0.0688 642 2,997 0.0688 Z Q wI B 70,679 1.6226 OPEN SPACE AF 3,400 0.07$1 PRIVATE STREET �, 475 3,296 0.0757 531 3,300 0.0758 587 4,300 0.0987 643 2,997 0.0688 0 0 C 64,833 1.4884 OPEN SPACE, RETENTION AG 3,397 0.0780 PRIVATE STREET CL 476 3,620 0.0831 532 3,296 0.0757 588 4,300 0.0987 644 2,997 0.0688 D 35,040 0.8044 OPEN SPACE AH 1,649 0.0379 OPEN SPACE u 0 477 3,620 0.0831 533 3,295 0.0757 589 2,997 0.0688 645 2,997 0.0688 m E 39,655 0.9104 OPEN SPACE Al 3,400 0.0781 PRIVATE STREET 478 3,296 0.0757 534 3,300 0.0758 590 2,997 0.0688 646 2,997 0.0688 F 28,763 0.6603 OPEN SPACE AJ 7,437 0.1707 OPEN SPACE 479 3,295 0.0757 535 3,620 0.0831 591 2,997 0.0688 647 4,300 0.0987 G 201,162 4.6180 OPEN SPACE AK 3,400 0.0781 PRIVATE STREET 480 3,300 0.0758 536 3,620 0.0831 592 2,997 0.0688 648 4,300 0.0987 H 35,731 0.8203 OPEN SPACE AL 1,649 0.0379 OPEN SPACE 481 3,760 0.0863 537 3,300 0.0758 593 4,300 0.0987 649 2,997 0.0688 I 3,400 0.0781 PRIVATE STREET AM 3,400 0.0781 PRIVATE STREET 482 3,760 0.0863 538 3,295 0.0757 594 4,258 0.0978 650 2,997 0.0688 J 1,649 0.0379 OPEN SPACE AN 1,649 0.0379 OPEN SPACE 483 3,300 0.0758 539 3,295 0.0757 595 2,997 0.0688 651 2,997 0.0688 K 3,400 0.0781 PRIVATE STREET AO 3,400 0.0781 PRIVATE STREET 484 3,296 0.0757 540 3,300 0.0758 596 2,997 0.0688 652 2,997 0.0688 L 1,649 0.0379 OPEN SPACE AP 7,793 0.1789 OPEN SPACE 485 3,296 0.0757 541 3,620 0.0831 597 2,997 0.0688 653 2,997 0.0688 M 3,400 0.0781 PRIVATE STREET AQ 3,400 0.0781 PRIVATE STREET 486 3,300 0.0758 542 3,620 0.0831 598 4,300 0.0987 654 2,997 0.0688 N 1,649 0.0379 OPEN SPACE AR 1,649 0.0379 OPEN SPACE 487 3,760 0.0863 543 3,300 0.0758 599 4,300 0.0987 655 2,997 0.0688 0 3,400 0.0781 PRIVATE STREET AS 3,400 0.0781 PRIVATE STREET 488 3,760 0.0863 544 3,296 0.0757 600 2,997 0.0688 656 2,997 0.0688 P 1,649 0.0379 OPEN SPACE AT 1,649 0.0379 OPEN SPACE 489 3,300 0.0758 545 4,250 0.0976 601 2,997 0.0688 657 4,311 0.0990 Q 3,400 0.0781 PRIVATE STREET AU 3,400 0.0781 PRIVATE STREET 490 3,296 0.0757 546 2,997 0.0688 602 2,997 0.0688 658 4,300 0.0987 R 1,649 0.0379 OPEN SPACE AV 51,125 1.1737 OPEN SPACE 491 3,296 0.0757 547 2,997 0.0688 603 4,276 0.0982 659 2,997 0.0688 S 3,400 0.0781 PRIVATE STREET AW 86,828 1.9933 OPEN SPACE 492 3,300 0.0758 548 2,997 0.0688 604 4,300 0.0987 660 2,997 0.0688 T 2,288 0.0525 OPEN SPACE AX 15,428 0.3542 PRIVATE STREET 493 3,760 0.0863 549 2,997 0.0688 605 2,997 0.0688 661 2,997 0.0688 �qN U 6,202 0.1424 PRIVATE STREET AY 40,055 0.9195 OPEN SPACE �0 D 494 3,760 0.0863 550 2,997 0.0688 606 2,997 0.0688 662 2,997 0.0688 , tCarFti `rG V 2,300 0.0528 PRIVATE STREET AZ 36,911 0.8474 PRIVATE STREET `' 23945 �G 495 3,300 0.0758 551 4,300 0.0987 607 2,997 0.0688 663 2,997 0.0688 W BRIAN DIEHL 496 3,296 0.0757 552 4,300 0.0987 608 2,997 0.0688 664 2, W 1,649 0.0379 OPEN SPACE BA 20,991 0.4819 PRIVATE STREET � °�f e s. ned•• 997 0.0688 q P X 2,300 0.0528 PRIVATE STREET BB 37,561 0.8623 OPEN SPACE U 497 3,296 0.0757 553 2,997 0.0688 609 2,997 0.0688 665 2,997 0.0688 Y 1,649 0.0379 OPEN SPACE BC 37,395 0.8585 PRIVATE STREET Ex ES 9-30-23 498 3,300 0.0758 554 2,997 0.0688 610 2,997 0.0688 666 4,300 0.0987 0 COMPLETED SURVEY FIELD Z 2,300 0.0528 PRIVATE STREET BD 17,011 0.3905 PRIVATE STREET N WORK ON N/A 499 3,758 0.0863 555 2,997 0.0688 611 2,997 0.0688 667 4,300 0.0987 CHECKED BY AA 7,505 0.1723 OPEN SPACE BE 10,631 0.2441 PRIVATE STREET BJD 500 3,758 0.0863 556 2,997 0.0688 612 2,997 0.0688 668 2,997 0.0688 CAD TECHNICIAN AB 3,400 0.0781 PRIVATE STREET BF 25,019 0.5744 PRIVATE STREET N MJS/CW/JKP ALE 501 3,300 0.0758 557 4,254 0.0977 613 4,300 0.0987 669 2,997 0.0688 NTS AC 1,649 0.0379 OPEN SPACE TOTAL 1,006,535 23.1085 ? DATE 502 3,295 0.0757 558 4,300 0.0987 614 4,300 0.0987 670 2,997 0.0688 7/5/2022 AD 3,400 0.0781 PRIVATE STREET JOB NUMBER 503 3,296 0.0757 559 2,997 0.0688 615 2,997 0.0688 671 2,997 0.0688 WP 215255.03N SHEET U O 504 3,300 0.0758 560 2,997 0.0688 616 2,997 0.0688 672 2,997 0.0688 E 36 OF 36 0 0 m N BLOSSOM ROCK - LAND USE BUDGET TRACKING TABLE APPROVED DEVELOPMENT UNIT TOTALS DEVELOPMENT UNIT GROSS ACREAGE MINIMUM REQUIRED UNITS NON-RESIDENTIAL NOTES OPEN SPACE 15% GROSS FLOOR AREA 2 1408.38 AC. 211.26 AC. 5,470 221,700 S.F. EXISTING ALLOCATION (Includes Phase 1 Current GROSS ACREAGE OPEN SPACE UNITS NON-RESIDENTIAL Development Parcels) GROSS FLOOR AREA Existing Total Allocation 211.56 33.61 1554 4,320 Existing Total Allocation Remaining 11,408.38 1211.26 15,470 1221,700 PROPOSED ALLOCATION PROPOSED PARCELS(LAND USE) GROSS ACREAGE OPEN SPACE UNITS NON-RESIDENTIAL GROSS FLOOR AREA Phase 2(Single-Family Detached) 124.69 34.47 691 0 Phase 2 Parcel 9(Park) 0.56 0.42 0 0 Phase 2 Parcel 10(District Park) 5.90 5.30 0 0 2 Phase 2 Parcel 11(Park) 2.67 2.10 0 0 Phase 2 Parcel 12(Park) 5.79 4.76 0 0 Phase 2 Parcel 13 2.22 1.37 0 0 Phase 2 Parcel 14(Future School) 5.47 TBD 0 TBD 1 PROPOSED ALLOCATION 147.30 48.42 691 0 PROPOSED TOTAL ALLOCATION 358.86 82.03 1245 4,320 PROPOSED ALLOCATION REMAINING 1049.52 129.23 4,225 217,380 1)Table to be updated when future school completes a final site plan.TBD to be replaced with actual areas. 2)Accessory structures/buildings not conditioned are not included. City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 11. File ID: 22-442 Sponsor: Sidney Urias Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of approval of the Final Plat for Infrastructure for Superstition Vistas Development Unit 2- Blossom Rock Trail Phase 1 (SV-22-16-BI). City of Apache Junction,Arizona Page 1 Printed on 711412022 City ofApache Junction /�I F��w Development Services Department '�� CITY COUNCIL CONSENT AGENDA STAFF REPORT DATE: July 19, 2022 TO: Honorable Mayor and City Council Members THROUGH: Bryant Powell, City Manager Rudy Esquivias, Development Services Director CASE NUMBERS: Final Plat for Infrastructure for Superstition Vistas Development Unit 2 - Blossom Rock Trail Phase 1 (SV-22-16-BI) OWNERS: Brookfield ASLD 8500 LLC APPLICANT: Brookfield ASLD 8500 LLC ("Brookfield") REQUEST: Approval of Final Plat for Infrastructure for Superstition Vistas Development Unit 2 - Blossom Rock Trail Phase 1 LOCATION: Development Unit 2/Section 20 BACKGROUND On October 5, 2021, the City of Apache Junction approved the Auction Property at Superstition Vistas Master Planned Community Plan. Most recently, Brookfield has submitted a Final Plat for Infrastructure for Blossom Rock Trail . Staff has found the proposal to be in reasonable conformance with the preliminary plat, the Auction Property at Superstition Vistas Master Planned Community Plan and the Superstition Vistas Master Infrastructure Reports . "SV-22-16-BI,Final Plat for Infrastructure for Superstition Vistas-Blossom Rock Trail Phase 1" July 19,2022 City Council Staff Report 1. As such, the applicant is requesting approval of the Final Plat for Infrastructure for Blossom Rock Trail as well as the Southern District Park. Blossom Rock Trail will serve as the main north/south collector for Development Unit 2 . The proposed road improvements will be constructed with the first phase of construction. PLANNING DIVISION RECOMMENDATION Staff is supportive of SV-22-16-BI, Final Plat for Infrastructure for Superstition Vistas Development Unit 2 - Blossom Rock Trail Phase 1, and respectfully recommends that the City Council approve the proposed request. --------------------------------------------------------------- RECOMMENDED MOTION FOR FINAL PLAT FOR INFRASTRUCTURE I move that the Apache Junction City Council approve the SV-22- 16-BI, Final Plat for Infrastructure for Superstition Vistas Development Unit 2 - Blossom Rock Trail Phase 1, as requested by Brookfield (applicant) , generally located in the southern half of Section 20 . S 6&ney urn Prepared by Sidney Urias Principal Planner Attachments : Exhibit #1 - Final Plat for Infrastructure at Superstition Vistas Development Unit 2 Blossom Rock Trail Phase 1 (SV-22-16- BI) "SV-22-16-BI,Final Plat for Infrastructure for Superstition Vistas—Blossom Rock Trail Phase I" July 19,2022 City Council Staff Report 2 WARNER AVENUE (ALIGNMENT)_ _ _ _ EXISTING L CITY OF APACHE FINAL PLAT FOR INFRASTRUCTURE i i JUNCTION FOR SECTION20 I CORPORATE LIMIT TI S, R8E DEDICATION SUPERSTITION VISTAS DEVELOPMENT UNIT 2 ( ! I � STATE OF ARIZONA ) BLOSSOM ROCK TRAIL — PHASE 1 i Wood,Patel&Associates, Inc. SS. o COUNTY OF MARICOPA ) LYINGWITHINSECTION 20, TOWNSHIP 1 SOUTH, o J Civil Engineering RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, 0 Water Resources I Q and Survey KNOW ALL MEN BY THESE PRESENTS: Construction Management THAT THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, DOES HEREBY PUBLISH THIS FINAL PLAT FOR APACHE JUNCTION, ARIZONA oi' of INFRASTRUCTURE FOR"SUPERSTITION VISTAS DEVELOPMENT UNIT 2 BLOSSOM ROCK TRAIL- PHASE 1" LYING WITHIN SECTION 20, TOWNSHIP 1 SOUTH, i o 602.335.8500 RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, APACHE JUNCTION, ARIZONA, AS SHOWN HEREON, AND HEREBY DECLARES THAT THIS PLAT OWNER DEVELOPER ENGINEER SHEET INDEX o www.woodpatel.com SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS OF EACH OF THE STREETS, TRACTS, PARCELS AND EASEMENTS CONSTITUTING SAME, AND STATE OF ARIZONA BROOKFIELD ASLD 8500 LLC WOOD, PATEL &ASSOCIATES, INC. 1 COVER SHEET I THAT EACH OF THE STREETS, TRACTS, PARCELS AND EASEMENTS SHALL BE KNOWN BY THE NAME, NUMBER, OR LETTER GIVEN TO IT RESPECTIVELY. C/O ARIZONA STATE LAND DEPARTMENT 14646 N KIERLAND BLVD., SUITE 165 1630 SOUTH STAPLEY DRIVE-SUITE 219 2 SITE MAP, LEGEND THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, HEREBY DEDICATES AND CONVEYS TO THE CITY OF APACHE 1616 W ADAMS STREET SCOTTSDALE ARIZONA 85254 MESA, ARIZONA 85204 AND DESCRIPTIONPHOENIX, ARIZONA 85007 PHONE: 602-903-7506 PHONE: 480-834-3300 3-5 PLAN SHEETS SITE VICINITY MAP JUNCTION, IN FEE, ALL REAL PROPERTY DESIGNATED ON THIS PLAT AS "RIGHT-OF-WAY" OR"R/W" FOR USE AS PUBLIC RIGHT-OF-WAY. PHONE: 602-542-4631 CONTACT: ERIC TUNE, P.E. CONTACT: DAN MATTHEWS, P.E. 6 TABLES NTS EASEMENTS ARE DEDICATED FOR THE PURPOSES SHOWN. CONTACT: MARK EDELMAN OWNER HEREBY DEDICATES TO THE CITY OF APACHE JUNCTION FOR USE AS SUCH THE PUBLIC UTILITY AND FACILITY EASEMENTS, AS SHOWN ON THE APPROVALS RAY AVENUE (ALIGNMENT) SAID PLAT AND INCLUDED IN THE ABOVE DESCRIBED PREMISES. THE DEDICATION OF REAL PROPERTY MARKED AS STREETS ON THIS PLAT IS A NOTES (CONTINUED) DEDICATION TO THE CITY OF APACHE JUNCTION, IN FEE, FOR THE CITY'S USE AS PUBLIC RIGHT-OF-WAY. THE DEDICATION OF REAL PROPERTY MARKED THIS FINAL PLAT HAS BEEN CHECKED FOR CONFORMANCE WITH THE REQUIREMENTS OF THE LAND AS PUBLIC UTILITY AND FACILITIES EASEMENTS IS A DEDICATION OF A PUBLIC UTILITY AND FACILITIES EASEMENT TO THE CITY, WITH SUCH DEDICATION DEVELOPMENT CODE AND ANY OTHER APPLICABLE ORDINANCE AND REGULATIONS AND THAT ASSURANCES 4. MAINTENANCE OF THE DRAINAGE AREAS WITHIN THE TRACTS AND EASEMENTS SHALL BE THE INCLUDING THE FOLLOWING USES: TO CONSTRUCT, INSTALL, ACCESS, MAINTAIN, REPAIR, RECONSTRUCT, REPLACE, REMOVE, UTILITIES AND FACILITIES WILL BE PROVIDED PRIOR TO APPROVAL OF ALL RELATED IMPROVEMENT PLANS. RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK Ir- (INCLUDING, BUT NOT LIMITED TO, WATER, WASTEWATER, GAS, ELECTRIC, STORM WATER, PIPES, CONDUIT, CABLES, AND SWITCHING EQUIPMENT), RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING TRACT. L1J CONDUCTORS, CABLES, FIBER OPTICS, COMMUNICATION AND SIGNAL LINES, TRANSFORMERS, VAULTS, MANHOLES, CONDUITS, PIPES, AND CABLES, FIRE SHOULD THE ASSOCIATION NOT ADEQUATELY MAINTAIN THEM, THE CITY OF APACHE U) HYDRANTS, STREET LIGHTS, STREET PAVEMENT, CURBS, GUTTERS, SIDEWALKS, TRAFFIC SIGNALS, EQUIPMENT AND SIGNS, PUBLIC TRANSIT FACILITIES, DEVELOPMENT SERVICES PRINCIPAL ENGINEER DATE JUNCTION, HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS = SHELTERS AND IMPROVEMENTS, LANDSCAPING, STORM DRAINAGE, WATER RETENTION AND DETENTION, FLOOD CONTROL, AND ALL APPURTENANCES TO LOCATED, ITS DISCRETION, MAY ENTER UPON AND MAINTAIN THE DRAINAGE AREAS, AND r ALL OF THE FOREGOING, AND ALL SIMILAR AND RELATED PURPOSES TO THE FORGOING, TOGETHER WITH THE RIGHT TO ALTER GROUND LEVEL BY CUT CHARGE THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL , OR FILL (PROVIDED THAT GROUND LEVEL SHALL NOT BE ALTERED IN A MANNER THAT CONFLICTS WITH THE OPERATION, MAINTENANCE, OR REPAIR OF APPROVED BY THE COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA THIS DAY OF ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING LOT, TRACT OR PARCEL U J EXISTING UTILITY OR PUBLIC IMPROVEMENTS)AND THE UNRESTRICTED RIGHT OF VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS TO, FROM, AND THE COST OF THE MAINTENANCE. LL Q ACROSS THE EASEMENT PROPERTY. ADDITIONALLY, THE CITY IS AUTHORIZED TO PERMIT OTHERS TO USE THE PUBLIC UTILITY AND FACILITY EASEMENT 20_. AND THE CITY COUNCIL ACCEPTS THE RIGHTS-OF-WAY DEDICATED HEREIN ry PROPERTY FOR ALL USES AND FACILITIES ALLOWED HEREIN. ALL OTHER EASEMENTS ARE HEREBY DEDICATED FOR THE PURPOSES SHOWN. UNLESS ON BEHALF OF THE PUBLIC. THE SUBDIVIDER HAS PROVIDED A CERTIFICATE OF ASSURED WATER SUPPLY 5. ALL TRACTS NOT DEDICATED TO THE CITY OF APACHE JUNCTION SHALL BE IMPROVED IN APPROVED OTHERWISE BY THE CITY OF APACHE JUNCTION, ALL EASEMENTS CREATED BY THIS PLAT ARE PERPETUAL AND NONEXCLUSIVE EASEMENTS. AS REQUIRED BY ARIZONA REVISED STATUTES 45.576 OR EVIDENCE THAT THE AREA HAS BEEN DESIGNATED ACCORDANCE WITH THE APPROVED PLANS AND DEEDED TO THE BLOSSOM ROCK COMMUNITY L BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY. ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, AFTER V O THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, HEREBY GRANTS TO THE CITY OF APACHE JUNCTION A PERMANENT, RECORDATION OF THE PLAT. BY: ATTEST: 0� NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON ALL AREAS DESIGNATED ON THIS PLAT AS SIGHT VEHICULAR TRIANGLE ("SVT") FOR THE MAYOR CITY CLERK 6. THE OVERHEAD UTILITY LINES ON OR ADJACENT TO THE SITE SHALL BE UNDERGROUNDED AS L PURPOSE OF ESTABLISHING AREAS WITHIN WHICH NO LANDSCAPING MAY BE INSTALLED OTHER THAN GROUND COVER, FLOWERS AND GRANITE LESS OUTLINED IN § 1-8-6(K), RELOCATION OF OVERHEAD WIRES AND EQUIPMENT, ZONING O THAN 3 FOOT(MATURE) IN HEIGHT, AND/OR TREES WITH BRANCHES NO LESS THAN 8 FEET ABOVE GROUND, WHICH TREES, IF ANY, MUST BE SPACED NOT ORDINANCE, VOL. 11, APACHE JUNCTION CITY CODE.ALL EXISTING AND PROPOSED ONSITE LESS THAN 8 FEET APART. ACKNOWLEDGMENT OVERHEAD UTILITY LINES SHALL BE PLACED UNDERGROUND. O TRACTS Q R V AND W ARE NOT TO BE CONSTRUED TO BE DEDICATED TO THE PUBLIC OR CITY BUT WILL BE DEEDED TO THE BLOSSOM ROCK STATE OF ARIZONA ) 7. THE CITY OR ANY GOVERNING ENTITY HAVING JURISDICTION OVER THE FINAL PLAT SHALL Q 00 z COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, FOR ITS USE AND ENJOYMENT AS MORE FULLY SET FORTH IN ) SS. HAVE THE RIGHT TO ENFORCE ALL NOTES SHOWN AND ASSOCIATED WITH THE FINAL PLAT ON N o Of THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS AND SAID ORGANIZATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE COUNTY OF MARICOPA ) THE HOMEOWNERS' ASSOCIATION OR ALL FUTURE OWNERS, ASSIGNS AND SUCCESSORS IN u THEREOF. INTEREST AND/OR BENEFITING PROPERTIES. zZ o THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20 BY 9 LISA ATKINS, COMMISSIONER OF THE ARIZONA STATE LAND DEPARTMENT, STATE OF ARIZONA, ON BEHALF THEREOF. 8. SHOULD THE HOMEOWNERS'ASSOCIATION NOT PAY PROPERTY TAXES ON ANY TRACT THEY z WITHOUT LIMITING IN ANY MANNER THE DEDICATIONS AND RIGHTS CREATED IN FAVOR OF THE CITY OF APACHE JUNCTION, ARIZONA BY THIS FINAL PLAT, OWN WITHIN THE SUBDIVISION AT ANY TIME IN THE FUTURE AND LOSE THE PROPERTY z THE COSTS OF PUBLIC INFRASTRUCTURE CONSTRUCTED OR INSTALLED IN THE RIGHTS OF WAY OR PUBLIC EASEMENTS OR IN TRACTS Q, R, V AND W NOTARY PUBLIC THROUGH TAX FORECLOSURE OR FORFEITURE OR DISSOLVE, THE CITY OR THE GOVERNING LLj Uj s ESTABLISHED BY THIS FINAL PLAT, TO THE EXTENT THAT IT IS COMPRISED OF CFD-ELIGIBLE IMPROVEMENTS, MAY BE FINANCED WITH, AND BROOKFIELD ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS 0 � ASLD 8500 LLC REIMBURSED BY, THE PROCEEDS OF BONDS ISSUED BY THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 (CITY OF MY COMMISSION EXPIRES LOCATED, SHALL ASSESS, LIEN, AND/OR COLLECT FROM ANY SUCCESSOR IN INTEREST 0- CL APACHE JUNCTION, ARIZONA), IN ACCORDANCE WITH THE TERMS OF THE DEVELOPMENT, FINANCING PARTICIPATION AND INTERGOVERNMENTAL AND/OR BENEFITING PROPERTIES THE COST OF MAINTENANCE OF ALL IMPROVEMENTS, um AGREEMENT FOR SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT N0. 2 (CITY OF APACHE JUNCTION, ARIZONA), DATED AS OF OCTOBER, 2021, J DRAINAGE FACILITIES, LANDSCAPING AND AMENITIES. � RECORDED IN THE OFFICE OF THE PINAL COUNTY, ARIZONA, RECORDER, AS DOCUMENT N0. 2021-131167, AS AMENDED FROM TIME TO TIME. ACK�OWLEDGME�T > 9. SIDEWALKS LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY THE Q L OWNER HEREBY GRANTS TO THE CITY OF APACHE JUNCTION AND THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 ("CFD")A BLOSSOM ROCK COMMUNITY ALLIANCE UNLESS OTHERWISE SPECIFIED WITHIN THE L n ACROSS UNDER AND UPON TRACTS Q R V AND W DESIGNATED ON THIS PLAT FOR THE PURPOSE OF PERMANENT, NON-EXCLUSIVE EASEMENT OVER, STATE OF ARIZONA ) MAINTENANCE AND/OR DEVELOPMENT AGREEMENTS BETWEEN THE CITY AND THE U)PUBLIC USE AND ENJOYMENT; PROVIDED THAT THE CITY OF APACHE JUNCTION AND THE CFD SHALL HAVE NO OBLIGATION WHATSOEVER FOR ) SS DEVELOPER. COUNTY OF MARICOPA INSTALLING, CONSTRUCTING, MAINTAINING, REPLACING, REPAIRING OR OPERATING SUCH TRACTS OR ANY IMPROVEMENTS OR LANDSCAPING WITHIN ) SUCH TRACTS, AND SHALL HAVE NO OBLIGATION FOR ANY CLAIMS ARISING OUT OF ANY PRIVATE OR PUBLIC USE OF SUCH TRACTS, AND PROVIDED THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20 BY 10. THE CITY OF APACHE JUNCTION IS NOT RESPONSIBLE FOR AND WILL NOT ACCEPT _ FURTHER THAT(1) OWNER HEREBY EXPRESSLY RESERVES FROM THE FOREGOING GRANT OF EASEMENT, TOGETHER WITH THE RIGHT TO TRANSFER THE MAINTENANCE OF ANY PRIVATE PARKS, DRAINAGE FACILITIES OR LANDSCAPED AREAS WITHIN Q z SAME, THE RIGHT TO ENTER UPON, USE AND IMPROVE SUCH TRACTS, INCLUDING THE RIGHT TO INSTALL, MAINTAIN, REPAIR AND REPLACE SUCH THE AND , THE THE SUBDIVISION SHOWN HEREON. ALL TRACTS SHALL BE PRIVATELY OWNED AND IMPROVEMENTS AS IT OR ITS SUCCESSOR OR ASSIGNEE MAY FROM TIME TO TIME DEEM DESIRABLE, SUBJECT ONLY TO ORDINARY APPROVALS BY THE MAINTAINED. EXCEPT AS EXPRESSLY SET FORTH IN THE APPLICABLE DECLARATION OF CITY OF APACHE JUNCTION, WHICH ENTRY, USE AND IMPROVEMENTS SHALL NOT BE INCONSISTENT WITH, AND SHALL NOT UNREASONABLY INTERFERE OF BROOKFIELD RESIDENTIAL(ARIZONA) LLC,A DELAWARE LIMITED LIABILITY COMPANY, COVENANTS, CONDITIONS AND RESTRICTIONS (OR APPLICABLE SUPPLEMENTAL DECLARATION) U ~ WITH, THE FOREGOING EASEMENT, AND (II)ALL PERSONS AND ENTITIES EXERCISING THE FOREGOING EASEMENT RIGHTS SHALL AVOID ANY DAMAGE TO IN ITS CAPACITY AS MANAGER OF BROOKFIELD ASLD 8500 LLC,A DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF WITH REGARD TO MAINTENANCE BY BLOSSOM ROCK COMMUNITY ALLIANCE, INC. OR BLOSSOM ~ SUCH TRACTS AND ANY IMPROVEMENTS LOCATED AT ANY TIME THEREIN, AND THE FOREGOING EASEMENT IS GRANTED ON THE CONDITION THAT ALL THEREOF. ROCK RESIDENTIAL ASSOCIATION, INC., THE MAINTENANCE OF EASEMENT PREMISES SHOWN U) ry PERSONS AND ENTITIES EXERCISING SUCH EASEMENT RIGHTS, OTHER THAN THE CITY OF APACHE JUNCTION AND THE CFD, SHALL HOLD THE CITY OF ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A SUBDIVISION LOT OR PARCEL IS THE LLJ APACHE JUNCTION HARMLESS FOR, FROM AND AGAINST ANY AND ALL DAMAGES, LIABILITIES OR EXPENSES WHICH MAY RESULT FROM THEIR EXERCISE NOTARY PUBLIC RESPONSIBILITY OF THE APPLICABLE LOT OR PARCEL OWNER, AND THE MAINTENANCE OF OF THE FOREGOING EASEMENT RIGHTS. EASEMENT PREMISES SHOWN ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A TRACT MY COMMISSION EXPIRES IS THE RESPONSIBILITY OF THE TRACT OWNER. PARCELS 8, 9, 10, 11, 12 AND 13 ARE RESERVED FOR FUTURE DEVELOPMENT. IN WITNESS WHEREOF: 11. PURSUANT TO SECTION 4.7.B.1 OF THE DEVELOPMENT AGREEMENT FOR SUPERSTITION VISTAS BASIS OF BEARING BETWEEN THE CITY OF APACHE JUNCTION AND D.R. HORTON, INC., A DELAWARE THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED CORPORATION, DATED OCTOBER 28, 2021 AND RECORDED AS FEE NO. 2021 140530, OFFICIAL AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICER THIS THE BASIS OF BEARING IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 1 RECORDS OF PINAL COUNTY, ARIZONA, DEVELOPER, AND ITS SUCCESSORS AND ASSIGNS SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, HAVING A BEARING OF NORTH 89 DEGREES 46 (WHICH MAY INCLUDE BLOSSOM ROCK COMMUNITY ALLIANCE, INC., OR BLOSSOM ROCK DAY OF 2022. MINUTES 59 SECONDS EAST. RESIDENTIAL ASSOCIATION, INC.), SHALL MAINTAIN ANY AND ALL LANDSCAPING INSTALLED WITHIN AND ADJACENT TO THE ROAD RIGHTS-OF-WAY WITHIN THE SUBDIVISION SHOWN ON THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT THIS PLAT. FLOODPLAIN INFORMATION BY: SUBJECT PROPERTY LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. SITE DATA TABLE LISA ATKINS, COMMISSIONER 04021CO200E DATED DECEMBER 4, 2021 AND FLOOD ZONE X SHADED PER LOMR 21-09-0194P EFFECTIVE (SHADED) TOTAL NUMBER OF LOTS 0 NCO L AND DATE OCTOBER 22, 2021. OTHER AREAS OF FLOOD HAZARD ZONE "X" IS DESCRIBED AS: "AREAS OF s BROOKFIELD ASLD 8500, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, AS DEVELOPER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE o GROSS PROJECT AREA 1,511,906 SQ.FT. 34.71 AC �`� ��\MATFti G SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICERS THIS MINIMAL FLOOD HAZARD. OTHER AREAS OF FLOOD HAZARD ZONE X (SHADED) IS DESCRIBED AS: 0.2/o COv`d 23945 �G ANNUAL CHANCE FLOOD HAZARD,AREAS OF 1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS GROSS PROJECT DENSITY 0 DU/GROSS AC 0 BRIAN J. �l T THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE." w a DIEHL NET PROJECT AREA 1,231,943 SQ.FT. 28.28 AC c� � o DAY OF , 2022. f es. d...... RIGHT-OF-WAY AREA 279,963 SQ.FT. 6.43 AC neU P BROOKFIELD ASLD 8500, LLC, A DELAWARE LIMITED LIABILITY COMPANY NOTES EXISTING & PROPOSED ZONING MPC BY: BROOKFIELD RESIDENTIAL (ARIZONA) LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS MANAGER 1. THE MAINTENANCE OF LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY TO THE BACK OF Ex Es 9-30-23 CURB SHALL BE THE RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR CERTIFICATION BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE ABUTTING TRACT OR I, BRIAN J. DIEHL, OF WOOD, PATEL&ASSOCIATES, INC. HEREBY CERTIFY THAT THIS PLAT IS A CORRECT CHECKED BY BY: PARCEL OWNER. BJD REPRESENTATION OF ALL THE EXTERIOR BOUNDARIES OF LAND SURVEYED AND THE SUBDIVISION OF IT; -� THAT I HAVE PREPARED THE DESCRIPTION OF THE LAND SHOWN ON THE PLAT AND I HEREBY CERTIFY TO LL CAD TECHNICIAN ITS: 2. CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, REMOVABLE coJKP ITS CORRECTNESS AND THAT ALL MONUMENTS ARE SET OR WILL BE SET WITHIN ONE (1)YEAR AFTER ALE FENCES AND DRIVEWAYS. RECOR TION. NTS BY: 3. NO STRUCTURES, EARTHWORK OR OTHER CONSTRUCTION WILL BE CARRIED OUT IN DATE DRAINAGE PATHS OR RETENTION BASINS AS SHOWN ON THE APPROVED IMPROVEMENT PLANS co � 7/5/2022 ITS: 2 JOB NUMBER AND, EXCEPT AS MAY BE APPROVED BY DEVELOPMENT SERVICES ENGINEER, FENCING WILL 4BN IEHL WP#215284.04 BE LIMITED TO WIRE-STRAND OR BREAK-AWAY SECTIONS THAT CANNOT IMPEDE WATER FLOW ED LAND SURVEYOR #23945 Y SHEET U OR COLLECT DEBRIS WHICH WOULD IMPEDE WATER FLOW. VEGETATION SHALL NOT BE WOOD, PATEL &ASSOCIATES, INC. c 'I OF G PLANTED NOR ALLOWED TO GROW WITHIN DRAINAGE PATHS, EASEMENTS OR RETENTION 1630 SOUTH STAPLEY DRIVE, SUITE 219 N 0 BASINS WHICH WOULD IMPEDE THE FLOW OF WATER. MESA, ARIZONA 85204 N DESCRIPTION 111 A PORTION OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, PINAL COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 20, A 2 1/2-INCH GENERAL LAND OFFICE (GLO) BRASS CAP, FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION, A 2 1/2-INCH GLO BRASS CAP, BEARS NORTH 89046'59" EAST(BASIS OF BEARING), A DISTANCE OF 2643.36 FEET; 17 THENCE ALONG THE SOUTH LINE OF SAID SECTION AND ALONG THE SOUTH RIGHT-OF-WAY LINE OF RAY AVENUE, RECORDED IN FEE PINAL COUNTY RECORDS (PCR), NORTH 89-46-59" EAST, A DISTANCE OF z O Wood,Patel&Associates, Inc. 75.00 FEET TO THE SOUTHEAST CORNER OF SAID RAY AVENUE; I o of co THENCE LEAVING SAID SOUTH RIGHT-OF-WAY LINE, ALONG THE EAST RIGHT-OF-WAY LINE OF SAID RAY AVENUE, NORTH i (MDCivil Engineering � o N Water Resources 00013'01"WEST, A DISTANCE OF 65.00 FEET, TO THE NORTHEAST CORNER OF SAID RAY AVENUE ( ¢ Z N Land Survey w Construction Management THENCE LEAVING SAID EAST RIGHT-OF-WAY LINE, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF SAID RAY AVENUE, o o g SOUTH 89046'59"WEST, A DISTANCE OF 16.45 FEET; o W 602.335.8500 THENCE NORTH 45012'29"WEST, A DISTANCE OF 35.35 FEET; U' "' www.woodpateLcom THENCE NORTH 00011'57"WEST,A DISTANCE OF 14.99 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, SOUTH 89048'03"WEST, A DISTANCE OF 78.00 FEET; THENCE NORTH 00011'57"WEST, A DISTANCE OF 190.00 FEET, TO THE BEGINNING OF A CURVE; THENCE NORTHERLY ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 265.00 FEET, CONCAVE EASTERLY, \ THROUGH A CENTRAL ANGLE OF 12030'40", A DISTANCE OF 57.87 FEET, TO THE BEGINNING OF A REVERSE CURVE; i THENCE NORTHERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 265.00 FEET, CONCAVE WESTERLY, THROUGH A CENTRAL ANGLE OF 09040'47", A DISTANCE OF 44.77 FEET, TO THE BEGINNING OF A REVERSE CURVE; I THENCE NORTHERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 1033.50 FEET, CONCAVE EASTERLY, THROUGH A CENTRAL ANGLE OF 13041'09", A DISTANCE OF 246.87 FEET, TO A POINT OF INTERSECTION WITH A \ NON-TANGENT LINE; U t THENCE SOUTH 89048'18"WEST, A DISTANCE OF 1080.14 FEET; z \ THENCE NORTH 45011'42"WEST,A DISTANCE OF 28.28 FEET; o 0 o z I THENCE NORTH 00011'42"WEST, A DISTANCE OF 111.55 FEET; ¢ �o o LLJ THENCE NORTH 32 5045 EAST, A DISTANCE OF 33.53 FEET; m 0 _o N ' \ U) THENCE NORTH 65053'12" EAST, A DISTANCE OF 1176.88 FEET; c=n w z z I Q THENCE SOUTH 69006'48" EAST, A DISTANCE OF 28.28 FEET; I < Q � THENCE SOUTH 24006'48" EAST, A DISTANCE OF 60.81 FEET, TO THE BEGINNING OF A CURVE; Cf) w W \ �- THENCE SOUTHEASTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 211.50 FEET, CONCAVE U I U1 ' NORTHEASTERLY, THROUGH A CENTRAL ANGLE OF 36034'14",A DISTANCE OF 135.00 FEET, TO THE CURVES END; THENCE SOUTH 60041'02" EAST, A DISTANCE OF 48.13 FEET; I U THENCE NORTH 29018'58" EAST, A DISTANCE OF 23.00 FEET; �' ¢ a- THENCE NORTH 60041'02"WEST,A DISTANCE OF 48.13 FEET, TO THE BEGINNING OF A CURVE; _ - - -_- z o i THENCE NORTHWESTERLY ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 188.50 FEET, CONCAVE - z z ICD , NORTHEASTERLY, THROUGH A CENTRAL ANGLE OF 36034'14", A DISTANCE OF 120.32 FEET, TO THE CURVES END; '?j - �� X N E5 o ,¢ � o 00 Cy.) z V �"� THENCE NORTH 24006'48"WEST,A DISTANCE OF 55.81 FEET; ���1 ---._ !� \ a- o Q Co o 77 (D , `V I CO U THENCE NORTH 20053'12" EAST, A DISTANCE OF 28.28 FEET; �� / -�'\ m Q Q Q z w m THENCE NORTH 65053'12" EAST, A DISTANCE OF 23.24 FEET; /� `\� \ ~ "' � O THENCE SOUTH 24006'48" EAST,A DISTANCE OF 135.00 FEET; / \ \ W w x '-'-' I d- `n THENCE NORTH 67004'58" EAST, A DISTANCE OF 74.16 FEET; / :;E o F z m ¢ 2 U) THENCE NORTH 52 0255 EAST, A DISTANCE OF 98.13 FEET; �/� _ �+� o n / ' \ vl O N I w O CZ0 O THENCE NORTH 36007'59" EAST, A DISTANCE OF 69.97 FEET; / / E-+ \ a oo J \ \ > E z Q m z THENCE NORTH 29018'58" EAST, A DISTANCE OF 325.20 FEET; �/ U d. \ j ¢ � I 0 U_ o O w/ N o THENCE NORTH 60041'02"WEST, A DISTANCE OF 132.00 FEET; I � OW z 1•` Of THENCE NORTH 74018'58" EAST, A DISTANCE OF 24.04 FEET; / / ' W \ ' ?�J \ . z Q Q u ~ ¢ THENCE SOUTH 60041'02" EAST A DISTANCE OF 110.50 FEET; / ,, W \ c�6, Z z 0 THENCE NORTH 29018'58" EAST, A DISTANCE OF 23.00 FEET; ool / / \ �\ d �' w .� i= THENCE NORTH 60041'02"WEST, A DISTANCE OF 110.50 FEET; ` \ \ o �+ I Z THENCE NORTH 15041'02"WEST, A DISTANCE OF 28.28 FEET; \,4 W w w THENCE NORTH 29018'58" EAST, A DISTANCE OF 32.23 FEET; �+ pC, \ ? W //"'� Q THENCE SOUTH 60041'02" EAST, A DISTANCE OF 135.00 FEET; �� [--{ l6'� U U 6, 50 C I �,,,�/ � Q THENCE NORTH 29018'58" EAST, A DISTANCE OF 120.00 FEET; E-+ d �� `° O THENCE NORTH 29031'00" EAST, A DISTANCE OF 64.17 FEET; \ p.a '�' = J THENCE NORTH 25023'36" EAST, A DISTANCE OF 70.23 FEET; Q U �� �\ \ W THENCE NORTH 21003'59" EAST, A DISTANCE OF 70.23 FEET; W THENCE NORTH 16044'22" EAST, A DISTANCE OF 70.23 FEET; < m CCD D 00 z J THENCE NORTH 12024'45" EAST, A DISTANCE OF 70.23 FEET; o o 0' \ ? � z THENCE NORTH 08005'08" EAST, A DISTANCE OF 70.23 FEET; cc:: z U)THENCE NORTH 03045'31" EAST, A DISTANCE OF 70.23 FEET; o ¢ o \ THENCE NORTH 00034'06"WEST, A DISTANCE OF 70.23 FEET; o N THENCE NORTH 04053'43"WEST,A DISTANCE OF 70.23 FEET; z P � Z \ Q THENCE NORTH 09013'20"WEST, A DISTANCE OF 70.23 FEET; ¢ x ___ _� �o : W U U Z THENCE NORTH 13032'57"WEST, A DISTANCE OF 70.23 FEET; w - M� w 00 m 0 z 0 THENCE SOUTH 74017'15"WEST, A DISTANCE OF 133.24 FEET; `'" o LL ID o L THENCE NORTH 24049'44" EAST, A DISTANCE OF 26.42 FEET; aq FF M o N THENCE NORTH '12" EAT A DISTANCE F 112. FEET; w X N "' `�' THENCE NORTH 24006'48"WEST, A DISTANCE OF 23.00 FEET; DESCRIPTION CONTINUED W '� F- � \ `� z _( L Q o U } W < Z x O o z = W THENCE SOUTH 65053'12"WEST, A DISTANCE OF 105.31 FEET; U x o x o o I i w THENCE NORTH 66049'01"WEST A DISTANCE OF 33.91 FEET TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE; THENCE EASTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE p� 00 - o I ,- NORTHERLY THROUGH A CENTRAL ANGLE OF 90°00'00" A DISTANCE OF 15.71 FEET TO THE CURVES END; Q; o J °- O = I 0 THENCE NORTHERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 794.50 FEET, CONCAVE Q o ¢ W o to WESTERLY, WHOSE RADIUS BEARS SOUTH 69034'42" WEST, THROUGH A CENTRAL ANGLE OF 03041'30", A DISTANCE OF THENCE NORTH 65053-12" EAST, A DISTANCE OF 2.94 FEET; 51.19 FEET, TO THE CURVES END; THENCE SOUTH 24006'48" EAST, A DISTANCE OF 135.00 FEET; ' THENCE NORTH 24006'48"WEST A DISTANCE OF 19.92 FEET; THENCE SOUTH 50049'20" EAST, A DISTANCE OF 57.25 FEET; "'°THENCE SOUTH 291858 WEST, A DISTANCE OF 250.32 FEET, TO A POINT OF INTERSECTION WITH A THENCE NORTH 65°53'12" EAST, A DISTANCE OF 135.00 FEET; I THENCE NORTH 24006'48"WEST, A DISTANCE OF 770.00 FEET; NON-TANGENT CURVE; THENCE SOUTH 65053'12"WEST, A DISTANCE OF 132.00 FEET; THENCE WESTERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, LEGEND i THENCE NORTH 20°53'12" EAST, A DISTANCE OF 24.04 FEET; CONCAVE SOUTHERLY, WHOSE RADIUS BEARS SOUTH 23 3437 WEST, THROUGH A CENTRAL ANGLE OF p , ¢ THENCE NORTH 65053'12" EAST, A DISTANCE OF 110.50 FEET; 84015'39", A DISTANCE OF 14.71 FEET, TO THE CURVES END; CORNER OF THIS SUBDIVISION .� I o oN o O THENCE NORTH 24006'48"WEST, A DISTANCE OF 23.00 FEET; THENCE SOUTH 29018'58"WEST, A DISTANCE OF 538.50 FEET; a' WIN z SET MONUMENT W/RLS TAG OR CAP W w ` z THENCE SOUTH 65053'12"WEST, A DISTANCE OF 110.50 FEET; THENCE SOUTH 74018'58"WEST, A DISTANCE OF 28.28 FEET; " ° m ,¢ o O UNLESS OTHERWISE NOTED U o THENCE NORTH 69006'48"WEST, A DISTANCE OF 28.28 FEET; THENCE NORTH 60041'02"WEST, A DISTANCE OF 86.01 FEET; I o � ° THENCE SOUTH 29°18'58"WEST, A DISTANCE OF 23.00 FEET; O SURVEY MONUMENT FOUND AS NOTED W I w ap z CL z THENCE NORTH 24 0648 WEST, A DISTANCE OF 119.50 FEET; Q; �-+ I d- ¢ ¢ i- THENCE NORTH 65053'12" EAST, A DISTANCE OF 172.00 FEET; THENCE SOUTH 60041'02" EAST, A DISTANCE OF 86.01 FEET; CENTERLINE MONUMENTATION -SET BRASS CAP ,I o wCn THENCE SOUTH 24006'48" EAST, A DISTANCE OF 114.50 FEET; THENCE SOUTH 57006'28" EAST,A DISTANCE OF 31.06 FEET; FLUSH UPON COMPLETION OF PROJECT PER MAG W I W w THENCE NORTH 65053'12" EAST, A DISTANCE OF 84.00 FEET; THENCE SOUTH 29018'58"WEST, A DISTANCE OF 595.44 FEET; STANDARD DETAIL 120-1, TYPE B I > NCO LAND A DISTANCE OF 194.54 FEET TO THE BEGINNING OF A CURVE' THENCE NORTH 60°41'02"WEST A DISTANCE OF 117.01 FEET APN ASSESSOR PARCEL NUMBER �Q' ��FtcarF sG THENCE SOUTH 24006-48" EAST, do THENCE SOUTH 29°18'58"WEST A DISTANCE OF 23.00 FEET; BC BRASS CAP CO �' 23945 G THENCE SOUTHEASTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 7.00 FEET, CONCAVE NORTHEASTERLY, BCH BRASS CAP IN HANDHOLE BRIAN J. l M THROUGH A CENTRAL ANGLE OF 31°19'56" A DISTANCE OF 3.83 FEET TO THE BEGINNING OF A REVERSE CURVE THENCE SOUTH 60°41'02" EAST, A DISTANCE OF 117.01 FEET; ( ° FD FOUND U w O DIEHL THENCE SOUTHEASTERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 41.00 FEET, CONCAVE THENCE SOUTH 61 03 58 EAST, A DISTANCE OF 75.00 FEET; M f FP1 FINAL PLAT FOR INFRASTRUCTURE FOR ¢ SOUTHWESTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 22.42 FEET, TO THE CURVES END; THENCE SOUTH 60041'02" EAST,A DISTANCE OF 123.00 FEET; o z o ned SUPERSTITION VISTAS DEVELOPMENT UNIT 2 w O rn I U THENCE SOUTH 24006'48" EAST, A DISTANCE OF 270.00 FEET; THENCE SOUTH 15041'02" EAST, A DISTANCE OF 28.28 FEET; 0 N o z RAY AVENUE - PHASE 1 RECORDED IN FEE > � r- - THENCE NORTH 65053'12" EAST, A DISTANCE OF 87.23 FEET; THENCE SOUTH 29018'58"WEST, A DISTANCE OF 210.09 FEET, TO THE BEGINNING OF A CURVE; o ¢ � o ° THENCE SOUTHERLY ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 211.00 FEET CONCAVE m o o N I Ex El 9-30-23 THENCE SOUTH 24 0648 EAST,A DISTANCE OF 120.00 FEET; PCR o THENCE SOUTH 71°04'31" EAST, A DISTANCE OF 26.27 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE; EASTERLY, THROUGH A CENTRAL ANGLE OF 29°34'27", A DISTANCE OF 108.91 FEET, TO THE CURVES END; z P 0 z THENCE SOUTHERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE GLO GENERAL LAND OFFICE ¢ ¢ THENCE SOUTH 00°15'30" EAST, A DISTANCE OF 131.46 FEET; < cn EASTERLY, WHOSE RADIUS BEARS SOUTH 69006'48" EAST, THROUGH A CENTRAL ANGLE OF 45000'00", A DISTANCE OF 7.85 THENCE SOUTH 44045'44"WEST, A DISTANCE OF 28.27 FEET; PCHD PINAL COUNTY HIGHWAY DEPARTMENT w CHECKED BY THENCE SOUTH 89°46'58"WEST A DISTANCE OF 224.72 FEET; POB POINT OF BEGINNING � BJD FEET, TO THE CURVES END; ° POC POINT OF COMMENCEMENT LL CAD TECHNICIAN THENCE SOUTH 24006'48" EAST, A DISTANCE OF 276.50 FEET; THENCE NORTH 89 4909 WEST, A DISTANCE OF 72.00 FEET; N JKP THENCE SOUTH 20053'12"WEST, A DISTANCE OF 28.28 FEET; THENCE SOUTH 89046'59"WEST, A DISTANCE OF 74.54 FEET; PUFE PUBLIC UTILITY AND FACILITIES EASEMENT z T � ALE THENCE SOUTH 65053'12"WEST, A DISTANCE OF 64.84 FEET; THENCE SOUTH 00013'01" EAST,A DISTANCE OF 23.00 FEET; RW RIGHT-OF-WAY o _ 1" = 150' THENCE SOUTH 24006'48" EAST, A DISTANCE OF 23.00 FEET; THENCE SOUTH 89046'59"WEST, A DISTANCE OF 12.20 FEET; SVT SIGHT VEHICULAR TRIANGLE ( ; m : DATE ° THENCE SOUTH 44°47'31"WEST A DISTANCE OF 42.43 FEET BOUNDARY LINE w o o � 7/5/2022 THENCE NORTH 65 5312 EAST, A DISTANCE OF 64.84 FEET; Z N JOB NUMBER THENCE SOUTH 69006'48" EAST, A DISTANCE OF 28.28 FEET; THENCE SOUTH 00011'57" EAST,A DISTANCE OF 236.51 FEET, TO THE POINT OF BEGINNING. I = O N WP#215284.04 M N SHEET - SECTION PARCEL/TRACT LINE 5 o W o U THENCE SOUTH 24006'48" EAST, A DISTANCE OF 276.50 FEET, TO THE BEGINNING OF A CURVE; _ o - - RIGHT-OF-WAY LINE Norz. 1 in. - 150 ft. l (CO NE 2 OF 6 C+} o - - EASEMENT LINE AS NOTED m N MATCH SHEET 4 / oo �= 43 / ob pcb' Wood,Patel&Associates, Inc. oo. A�/FF V / / °^p Civil Engineering ONCIS p Water Resources p• �p Land Survey co`� o� Construction Management PARCEL 11 `sue c TRACT Q / /^cory ti / 602.335.8500 UNSUBDIVIDED STATE OF ARIZONA / www.woodpatel.com APN 104070090 SVT ,o 40 1�,A EXISTING ZONING: MPC 9, '`�' ��9 ` L65 �cic ^o Gbh OFF �69•$ o� S p �'� p D 0 v 11.50' "' G 11.50'N6 ° L56 �S oo�1p2/ C � rn 00, 5°�,1\7 SVT 00'11.50' N6 N6 / 11.50' 0 0° PARCEL 8 ��`� �5g �'02�, / '''. L60 s60 o ° ' SVT '00 ao 0 7 ° 033, CD U J 0 02,F o / Obi � 2300, U C 2 V O �6`\N 2� C20 C19 / R 'S 3 °02 / 3s APPROXIMATE / U) FLOOD ZONE X U) LIMIT coV♦ O PARCEL 9 PARCEL 10 / h� um F— ,mow Z o p / 0 Z C\jOFF l F— APPROXIMATE 0 o f� / j / FLOOD ZONE X W = z / i / (SHADED) LIMIT 0 v¢ CL 0- S89048'18"W 1080.14' v F J O W a / o F- / X J �, Q z O 1 i M um UNSUBDIVIDED STATE OF ARIZONA I / a 0 APN 104070090 17'PUFE C) EXISTING ZONING: MPC PER FP1 SVT I / L57 N89049'09"W mho L89 11.50' L51 72.00' S89046'58"W 224.72' 11.50' -' PARCEL 10 L=37.34' PER FP 1 � L53 APPROXIMATE / SVT PER FP1 FLOOD ZONE X LIMIT / 17' PUFF UNSUBDIVIDED IPER FP1 STATE OF ARIZONA / I PARCEL 9 APN 104070090 / I PER FP1 EXISTING ZONING: MPC c, L No / APPROXIMATE I oco , �,� �F cArF sG FLOOD ZONE X o N N ` ��� do �G CO 23945 o W 0 BRIAN J �L / (SHADED) LIMIT rn � J. rn DIEHLe�, `'S f 0 o es o c� ned.....: 0- Z P o U . 0 44.5' 33.5' / Iz RW RW EX ES 9-30-23 / TEMPORARY DRAINAGE EASEMENT CHECKED BY 0 60 120 PER FP1LL Uj ' 44.50' 33.50' POB BJD W S89°48'03"W 78.00' N00011'57"W 14.99' LL CAD TECHNICIAN ao SVT PER FP1 � JKP °- SVT PER FP1 Horz. 1 in. = 60 ft. _ — — T , - _ _ _ _ _ — — N89046'59"E 16.48' ALE 1" = 60' _ — — — — — — _ — — — —� — — N45012'29"W 35.35' z DATE ,- — SOUTH QUARTER CORNER --�' SOUTHEAST CORNER co � 7I5I2022 SECTION 20,T1S, R8E o SECTION 20,T1S,R8E JOB NUMBER SOUTHWEST CORNER M N WP#215284.04 RAY AVENUE FD 21/2"GL POC o FD 21i2"GLO BC o SHEET SECTION 20, T1 S, R8E FEE PCR o Y FD 3 PCHD BCH z /. __. _�.. 75.00' 2568.36 3 OF 6 ^_J� S89048'18"W 2643.78' N89046'59"E 2643.36' (BASIS OF BEARING) m N III MATCH SHEET 5 7 07 I= �= = Is, Wood,Patel&Associates, Inc. Civil Engineering t Water Resources ' Land Survey ' ' o C10 Construction Management I L41 602.335.8500 r I www.woodpatel.com N N I I CI I .o N � I I I I I LU ' I a I M _ I J ' co U 1 Q i c W 17'pUFE � U ' ►� �' 17�PUFE PARCEL 12 0 / / H U) UNSUBDIVIDED 33.5, / U) STATE OF ARIZONA l Rey 435' C11 O APN 104070090 RVy / Q m z EXISTING ZONING: MPC / N o L 01 / Z z / z o / z F A/ z u aCL - / um 0 w > / aW 00 � � J UNSUBDIVIDED > /o� / °moo STATE OF ARIZONA z S60 , �h� / ,�,`� ono / �� APN 104070090 Z 0 °47 02'�c EXISTING ZONING: MPC 00� _ / °^o o / F- 01 ,ys °TRACT R /) °,�W4'/ / W 47, 70 S6004, �7 SVT / � T� o2,F 60, / �600 17050 �� 469`gyp G�ti V) 02ft p 11.50' 7 2 11.50'�y 3 00, 68 �0'61 , / SVT r �50 702" r, �s00 7\001 L73 SVT / co 11.50' 11.50' 10 F V ��o L74 �43 SVT �0/ LAND/ / 33S' / °^rho / oo � '�!'li 1 � tcarF�os G G� 23945 rn BRIAN J. �l O� DIEHL / /l PARCEL 11 fP5 nea C35 / P A) / EX ES 9-30-23 CHECKED BY / BJD co TECHNICIAN N JKP MATCH SHEET 3 ALE a ill = 60' 0 60 120 co DATE 715I2022 co JOB NUMBER N WP#215284.04 Horz. 1 in. = 60 ft. SHEET cc E 4 OF 6 0 _o m N III Wood,Patel&Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com P10 N65°531 11 \ pP' °53�2 0 TRACT V SVT N6335o 335 17.00, �6= Q 36.50' L82 11.50' 2 a� 11.50' L88 \ so. 5°58^�"� SVT U) ` s� 80 335 � Q •s -17 Z34 ° 312,E L81 Z 335 FZ� Vi : '�' ,P�F� a_ Uj C7 Q C8 Q c42 V o v � � C39 � L� O UNSUBDIVIDED\ U)N STATE OF ARIZONA O \ p05 5 0 APN 104070090 EXISTING ZONING: MPC Q 00 z u F— o Z Z \ Q° I— z z u IJJ r \ s 23 p a- 2 \ N N65158J ° W O � 0 � p 00 \ V (J1LI1 �\ O \ O \� w_\ Cis � C9 Q UNSUBDIVIDED \ \ z z STATE OF ARIZONA \ OC3 \ O APN 104070090 \ u F— EXISTING ZONING: MPC \ U) W \ \ D \ \ \ \ PARCEL 13 0 Q° M \00 M �'- C44 SVT 0 SAND 2� ,�3540 vFE L85 �31 440 ��,�\���FICArF�osG� `� �' 23945 rn 6 SVT 11.50' BRIAN J. ��l rn ]� `9 5QZ' 11.50' O�fP DIEHL10 TRACT W L78 " °53�`L'��-e%5a00 L86 S. neaU P O ° 31 N6/5�0 O� 111.50' SVT EX ES' 9-30-23 565 ��2�6 _---- PARCEL 12 "E L77 �30 N65055 R SVT �� 11'pUFE CHECKED BY BJD O 60 120 BRACT CAD TECHNICIAN ,15"W 13321-� puF JKP co Horz. 1 in. = 60 ft. s��°1� ` , ALE 1" = 60' DATE 715I2022 co MATCH SKEET 4 N JOB NUMBER N WP#215284.04 Y SHEET U c 5 OF 6 0 _o m N III Wood,Patel&Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N- LJJ U) LINE TABLE LINE TABLE LINE TABLE LINE TABLE CURVE TABLE CURVE TABLE PARCEL AND TRACT AREA TABLE Uj LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE CURVE DELTA RADIUS ARC CHORD BEARING CHORD CURVE DELTA RADIUS ARC CHORD BEARING CHORD J NAME AREA AREA ACRES USE � Q L1 N45011'42"W 28.28' L26 N09013'20"W 70.23' L51 S89046'59"W 74.54' L76 S65019'37"E 37.61' C1 12030'40" 265.00' 57.87' N06003'23"E 57.75' C26 31019'56" 24.00' 13.12' N13039'00"E 12.96' SQUARE FEET L2 N32050'45"E 33.53' L27 N13°32'57"W 70.23' L52 S00013'01"E 23.00' L77 N65053'12"E 12.13' C2 9040'47" 265.00' 44.77' N07028'19"E 44.72' C27 31019'56" 24.00' 13.12' S13039'00"W 12.96' BLOSSOM ROCK TRAIL 279,963 6.4271 RIGHT-OF-WAY V " L3 S69006'48"E 28.28' L28 N24049'44"E 26.42' L53 S89046'59"W 12.20' L78 N65053'12"E 17.34' C3 13041'09" 1033.50' 246.87' N09028'31"E 246.28' C28 31019'56" 24.00' 13.12' S44058'56"W 12.96' PARCEL 8 201,567 4.6273 FUTURE PARK O L4 S24006'48"E 60.81' L29 N24006'48"W 23.00' L54 S44047'31"W 42.43' L79 S22046'24"W 36.50' C4 36034'14" 211.50' 135.00' S42023'55"E 132.72' C29 31019'56" 24.00' 13.12' N44058'56"E 12.96' PARCEL 9 291,422 6.6901 FUTURE PARK O L5 S60041'02"E 48.13' L30 N66049'01"W 33.91' L55 S15041'02"E 35.36' L80 N69006'48"W 35.36' C5 36034'14" 188,50' 120.32' N42023'55"W 118,28' C30 45051'24" 966.50' 773.54' N06023'16"E 753,06' PARCEL 10 231,004 5.3031 FUTURE PARK U) L6 N29018'58"E 23.00' L31 N24006'48"W 19.92' L56 S60041'02"E 16.50' L81 N65053'12"E 16.50' C6 3041'30" 794.50' 51.19' N22016'03"W 51.18' C31 44000'00" 1040.50' 799.05' N07018'58"E 779.56' Q PARCEL 11 91,423 2.0988 FUTURE PARK � j L7 N60041'02"W 48.13' L32 N20053'12"E 24.04' L57 N89046'59"E 10.96' L82 N65053'12"E 16.50' C7 31019'56" 7.00' 3.83' S39046'46"E 3.78' C32 31019'56" 24.00' 13.12' N44058'56"E 12.96' CO z PARCEL 12 207,501 4.7636 FUTURE PARK N o L8 N24 06 48 W 55.81 L33 N24 06 48 W 23.00 L58 S43 18 55 E 40.99 L83 S20 5311 W 35.36 C8 31 19 56 41.00 22.42 S39 46 46 E 22.14 C33 31 19 56 24.00 13.12 S44 58 56 W 12.96 ¢ PARCEL 13 59,486 1.3656 FUTURE PARK � - L9 N20 5312E 28.28 L34 N69 06 48 W 28.28 L59 S74 18 58 W 35.36 L84 N67 43 50 W 36.20 C9 45 00 00 10.00 7.85 S01 36 4$ E 7.65 C34 31 19 56 24.00 13.12 S13 39 00 W 12.96 TRACT Q 36,830 0.8455 RETENTION, OPEN SPACE L10 N65053'12"E 23.24' L35 S71004'31"E 26.27' L60 N60041'02"W 16.50' L85 N65053'12"E 18.89' C10 90000'00" 10.00' 15.71' S69006'48"E 14.14' C35 31019'56" 24.00' 13.12' N13039'00"E 12.96' Z TRACT R 46,162 1.0597 OPEN SPACE Lij Uj L11 N670 04 58 E 74.16 L36 S200 5312 W 28.28 L61 N600 4102 W 16.50 L86 N650 5312E 22.42 C11 840 15 39 10.00 14.71 S710 26 47 W 13.42 C36 30 0157 966.50 51.15 N220 35 50 W 51.15 /"1 75; Q TRACT V 23,482 0.5391 RETENTION, OPEN SPACE CL L12 N36007'59"E 69.97' L37 S65053'12"W 64.84' L62 S15041'02"E 35.36' L87 S23059'01"W 37.21' C12 29034'27" 211.00' 108.91' S14031'44"W 107.71' C37 31019'56" 24.00' 13.12' N39046'46"W 12.96' `_ TRACT W 43,067 0.9887 RETENTION, OPEN SPACE 0 L13 N74018'58"E 24.04' L38 S24006'48"E 23.00' L63 N29018'58"E 31.20' L88 N65053'12"E 75.00' C13 12059'52" 1033.50' 234.46' S22049'01"W 233.95' C38 31019'56" 24.00' 13.12' S39046'46"E 12.96' W L14 N29018'58"E 23.00' L39 N65053'12"E 64.84' L64 S74018'58"W 35.36' L89 N89046'59"E 75.00' C14 29042'21" 46.01' 23.85' N56013'32"E 23.59' C39 31019'56" 24.00' 13.12' S08026'50"E 12.96' Q W wj n L15 N15041'02"W 28.28' L40 S69006'48"E 28.28' L65 N60041'02"W 16.50' C15 69035'22" 69.00' 83.80' S35058'20"W 78.75' C40 31019156" 24.00' 13.12' N08026'50"W 12.96' Q L16 N29018'58"E 32.23' L41 N65053'12"E 2.94' L66 N29018'58"E 31.26' C16 70015'40" 46.00' 56.41' N36018'29"E 52.94' C41 31019'56" 24.00' 13.12' S39046'46"E 12.96' L17 N29031'00"E 64.17' L42 S50049'20"E 57.25' L67 S15041'02"E 35.36' C17 51019'20" 66.06' 59.18' S45046'38"W 57.22' C42 31019'56" 24.00' 13.12' N39046'46"W 12.96' > L18 N25023'36"E 70.23' L43 S74018'58"W 28.28' L68 N60041'02"W 16.50' C18 88020'11" 46.00' 70.92' N64017'04"E 64.10' C43 31045'24" 24.00' 13.30' N08014'06"W 13.13' _ O L19 N21003'59"E 70.23' L44 N60041'02"W 86.01' L69 N60041'02"W 16.50' C19 43037'22" 96.72' 73.64' S86038'28"W 71.87' C44 30040'55" 24.00' 12.85' S07041'51"E 12.70' IUL ~ F- L20 N16044'22"E 70.23' L45 S29018'58"W 23.00' L70 S74018'58"W 35.36' C20 77026'24" 46.06' 62.26' S76025'25"E 57.62' C45 1°41'27" 1033.50' 30.50' N22011'35"W 30.50' U) L21 N12024'45"E 70.23' L46 S60041'02"E 86.01' L71 N29018'58"E 15.82' C21 28003'27" 62.52' 30.61' N54032'49"W 30.31' C46 1009'33" 1033.50' 20.91' N16038'49"W 20.91' LU 1 0- L22 N08005'08"E 70.23' L47 S57006'28"E 31.06' L72 S15041'02"E 35.36' C22 48058'33" 115.50' 98.73' N88046'14"W 95.75' C47 30038'58" 24.00' 12.84' S31°23'32"E 12.69' U) L23 N03045'31"E 70.23' L48 S29018'58"W 23.00' L73 N60041'02"W 16.50' C23 24050'24" 966.50' 419.02' S16053'45"W 415.74' C48 32012'02" 24.00' 13.49' N30037'00"W 13.31' L24 N00034'06"W 70.23' L49 S15041'02"E 28.28' L74 N60041'02"W 16.50' C24 31°19'56" 24.00' 13.12' S44058'56"W 12.96' C49 53025'46" 1000.00' 932.52' N02036'05"E 899.10' L25 N04053'43"W 70.23' L50 S44045'44"W 28.27' L75 S74018'57"W 35.36' C25 31°19'56" 24.00' 13.12' N44058'56"E 12.96' C50 29030'55" 1000.00' 515.14' S14033'30"W 509A6' LAND ICArF ti `rG CO o �G _ 23945 BRIAN J. rR, O� DIEHL S'ned P U. . EX ES 9-30-23 CHECKED BY BJD LL CAD TECHNICIAN co JKP ALE NTS DATE 715I2022 co JOB NUMBER N WP#215284.04 Y SHEET U O E 6 OF 6 0 0 m N City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 12. File ID: 22-443 Sponsor: Sidney Urias Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of approval of the Final Plat for Infrastructure for Superstition Vistas Development Unit 2- Ray Avenue Phase 1 (SV-22-15-13I). City of Apache Junction,Arizona Page 1 Printed on 711412022 City ofApache Junction /�I F��w Development Services Department '�� CITY COUNCIL CONSENT AGENDA STAFF REPORT DATE: July 19, 2022 TO: Honorable Mayor and City Council Members THROUGH: Bryant Powell, City Manager Rudy Esquivias, Development Services Director CASE NUMBERS: Final Plat for Infrastructure for Superstition Vistas Development Unit 2 - Ray Avenue Phase 1 (SV-22-15-BI) OWNERS: Brookfield ASLD 8500 LLC APPLICANT: Brookfield ASLD 8500 LLC ("Brookfield") REQUEST: Approval of Final Plat for Infrastructure for Superstition Vistas Development Unit 2 - Ray Avenue Phase 1 LOCATION: Northeast corner of Ironwood Drive and Ray Avenue BACKGROUND On October 5, 2021, the City of Apache Junction approved the Auction Property at Superstition Vistas Master Planned Community Plan. Most recently, Brookfield has submitted a Final Plat for Infrastructure for Ray Avenue Phase 1 . Staff has found the proposal to be in reasonable conformance with the preliminary plat, the Auction Property at Superstition Vistas Master Planned Community Plan and the Superstition Vistas Master Infrastructure Reports . "SV-22-15-BI,Final Plat for Infrastructure for Superstition Vistas-Ray Avenue Phase 1" July 19,2022 City Council Staff Report 1. As such, the applicant is requesting approval of the Final Plat for Infrastructure for Superstition Vistas Development Unit 2 Ray Avenue Phase 1 . PLANNING DIVISION RECOMMENDATION Staff is supportive of SV-22-15-BI, Final Plat for Infrastructure for Superstition Vistas Development Unit 2, Ray Avenue - Phase 1, and respectfully recommends that the City Council approve the proposed request. --------------------------------------------------------------- RECOMMENDED MOTION FOR FINAL PLAT FOR INFRASTRUCTURE I move that the Apache Junction City Council approve SV-22-15- BI, Final Plat for Infrastructure for Superstition Vistas Development Unit 2, Ray Avenue - Phase 1, as requested by Brookfield (applicant) , generally located on the Northeast corner of Ironwood Drive and Ray Avenue . S 6&YL4?)/ urn Prepared by Sidney Urias Principal Planner Attachments : Exhibit #1 - Final Plat for Infrastructure at Superstition Vistas Development Unit 2 - Ray Avenue Phase 1 (SV-22-15-BI) "SV-22-15-BI,Final Plat for Infrastructure for Superstition Vistas—Ray Avenue Phase I" July 19,2022 City Council Staff Report 2 SSE i i WARNER AVENUE (ALIGNMENT)_ _ _ _ EXISTING FINAL PLAT FOR INFRASTRUCTURE — — — — — — — CITY OF APACHE FOR I � JUNCTION I I CORPORATE LIMIT DEDICATION SUPERSTITION VISTAS DEVELOPMENT UNIT 2 STATE OF ARIZONA RAY AVENUE - PHASE I ' ) ( I � Ss. LYING WITHIN SECTION 20, TOWNSHIP 1 SOUTH, Uj > I LU N Wood,Patel&Associates, Inc. COUNTY OF MARICOPA ) RANGE 8 EAST OF THE GILA AND SALT RIVER MERIDIAN o Civil Engineering o � Water Resources KNOW ALL MEN BY THESE PRESENTS: APACHE JUNCTION, ARIZONA SECTION20 Q Land Survey THAT THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, DOES HEREBY PUBLISH THIS FINAL PLAT FOR 0 I TI S, R8E o I ¢ Construction Management INFRASTRUCTURE FOR"SUPERSTITION VISTAS DEVELOPMENT UNIT 2 RAY AVENUE - PHASE 1" LYING WITHIN SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 01 I o 602.335.8500 EAST, OF THE GILA AND SALT RIVER MERIDIAN, APACHE JUNCTION, ARIZONA, AS SHOWN HEREON, AND HEREBY DECLARES THAT THIS PLAT SETS FORTH — THE LOCATION AND GIVES THE DIMENSIONS OF EACH OF THE STREETS, PARCELS, TRACTS AND EASEMENTS CONSTITUTING SAME, AND THAT EACH OF OWNER DEVELOPER ENGINEER SHEET INDEX o www.woodpatel.com THE STREETS, PARCELS, TRACTS AND EASEMENTS SHALL BE KNOWN BY THE NAME, NUMBER, OR LETTER GIVEN TO IT RESPECTIVELY. STATE OF ARIZONA BROOKFIELD ASLD 8500 LLC WOOD, PATEL&ASSOCIATES, INC. 1 COVER SHEET C/O ARIZONA STATE LAND DEPARTMENT 14646 N KIERLAND BLVD., SUITE 165 1630 SOUTH STAPLEY DRIVE, SUITE 219 2 SITE MAP AND DESCRIPTION I I VICINITY MAP THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, HEREBY DEDICATES AND CONVEYS TO THE CITY OF APACHE 1616 W ADAMS STREET SCOTTSDALE, ARIZONA 85254 MESA, ARIZONA 85204 3 PLAN SHEET, LEGEND, PARCEL I JUNCTION, IN FEE,ALL REAL PROPERTY DESIGNATED ON THIS PLAT AS "RIGHT-OF-WAY" OR"R/W" FOR USE AS PUBLIC RIGHT-OF-WAY. PHOENIX, ARIZONA 85007 PHONE: 602-903-7506 PHONE: 480-834-3300 AND TRACT TABLES NTS PHONE: 602-542-4631 CONTACT: ERIC TUNE, P.E. CONTACT: DAN MATTHEWS, P.E. 4 PLAN SHEETS, LINE AND CURVE EASEMENTS ARE DEDICATED FOR THE PURPOSES SHOWN. CONTACT: MARK EDELMAN TABLES .—.—.—.—.—.—.—.V OWNER HEREBY DEDICATES TO THE CITY OF APACHE JUNCTION FOR USE AS SUCH THE PUBLIC UTILITY AND FACILITY EASEMENTS, AS SHOWN ON THE RAY AVENUE (ALIGNMENT) SAID PLAT AND INCLUDED IN THE ABOVE DESCRIBED PREMISES. THE DEDICATION OF REAL PROPERTY MARKED AS STREETS ON THIS PLAT IS A APPROVALS DEDICATION TO THE CITY OF APACHE JUNCTION, IN FEE, FOR THE CITY'S USE AS PUBLIC RIGHT-OF-WAY. THE DEDICATION OF REAL PROPERTY MARKED NOTES (CONTINUED) AS PUBLIC UTILITY AND FACILITIES EASEMENTS IS A DEDICATION OF A PUBLIC UTILITY AND FACILITIES EASEMENT TO THE CITY, WITH SUCH DEDICATION THIS FINAL PLAT HAS BEEN CHECKED FOR CONFORMANCE WITH THE REQUIREMENTS OF THE LAND INCLUDING THE FOLLOWING USES: TO CONSTRUCT, INSTALL, ACCESS, MAINTAIN, REPAIR, RECONSTRUCT, REPLACE, REMOVE, UTILITIES AND FACILITIES DEVELOPMENT CODE AND ANY OTHER APPLICABLE ORDINANCE AND REGULATIONS AND THAT ASSURANCES 4. MAINTENANCE OF THE DRAINAGE AREAS WITHIN THE TRACTS AND EASEMENTS SHALL BE THE (INCLUDING, BUT NOT LIMITED TO, WATER, WASTEWATER, GAS, ELECTRIC, STORM WATER, PIPES, CONDUIT, CABLES, AND SWITCHING EQUIPMENT), WILL BE PROVIDED PRIOR TO APPROVAL OF ALL RELATED IMPROVEMENT PLANS. RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK CONDUCTORS, CABLES, FIBER OPTICS, COMMUNICATION AND SIGNAL LINES, TRANSFORMERS, VAULTS, MANHOLES, CONDUITS, PIPES, AND CABLES, FIRE RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING LOT, TRACT HYDRANTS, STREET LIGHTS, STREET PAVEMENT, CURBS, GUTTERS, SIDEWALKS, TRAFFIC SIGNALS, EQUIPMENT AND SIGNS, PUBLIC TRANSIT FACILITIES, OR PARCEL. SHOULD THE ASSOCIATION NOT ADEQUATELY MAINTAIN THEM, THE GOVERNING SHELTERS AND IMPROVEMENTS, LANDSCAPING, STORM DRAINAGE, WATER RETENTION AND DETENTION, FLOOD CONTROL,AND ALL APPURTENANCES TO DEVELOPMENT SERVICES PRINCIPAL ENGINEER DATE ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS ALL OF THE FOREGOING, AND ALL SIMILAR AND RELATED PURPOSES TO THE FORGOING, TOGETHER WITH THE RIGHT TO ALTER GROUND LEVEL BY CUT LOCATED, AT ITS DISCRETION, MAY ENTER UPON AND MAINTAIN THE DRAINAGE AREAS, AND LL] OR FILL (PROVIDED THAT GROUND LEVEL SHALL NOT BE ALTERED IN A MANNER THAT CONFLICTS WITH THE OPERATION, MAINTENANCE, OR REPAIR OF CHARGE THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL EXISTING UTILITY OR PUBLIC IMPROVEMENTS)AND THE UNRESTRICTED RIGHT OF VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS TO, FROM, AND APPROVED BY THE COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA THIS DAY OF ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING LOT, TRACT OR PARCEL Uj _ ACROSS THE EASEMENT PROPERTY. ADDITIONALLY, THE CITY IS AUTHORIZED TO PERMIT OTHERS TO USE THE PUBLIC UTILITY AND FACILITY EASEMENT THE COST OF THE MAINTENANCE. LV PROPERTY FOR ALL USES AND FACILITIES ALLOWED HEREIN. ALL OTHER EASEMENTS ARE HEREBY DEDICATED FOR THE PURPOSES SHOWN. UNLESS , 20_. AND THE CITY COUNCIL ACCEPTS THE RIGHTS-OF-WAY DEDICATED HEREIN ' APPROVED OTHERWISE BY THE CITY OF APACHE JUNCTION, ALL EASEMENTS CREATED BY THIS PLAT ARE PERPETUAL AND NONEXCLUSIVE EASEMENTS. ON BEHALF OF THE PUBLIC. THE SUBDIVIDER HAS PROVIDED A CERTIFICATE OF ASSURED WATER SUPPLY 5. ALL TRACTS NOT DEDICATED TO THE CITY OF APACHE JUNCTION SHALL BE IMPROVED IN AS REQUIRED BY ARIZONA REVISED STATUTES 45.576 OR EVIDENCE THAT THE AREA HAS BEEN DESIGNATED ACCORDANCE WITH THE APPROVED PLANS AND DEEDED TO THE BLOSSOM ROCK COMMUNITY � V OWNER HEREBY GRANTS TO THE CITY OF APACHE JUNCTION A PERMANENT, NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON ALL AREAS BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY. ALLIANCE BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, AFTER V Lu DESIGNATED ON THIS PLAT AS SIGHT VEHICULAR TRIANGLE ("SVT") FOR THE PURPOSE OF ESTABLISHING AREAS WITHIN WHICH NO LANDSCAPING MAY BE RECORDATION OF THE PLAT. > INSTALLED OTHER THAN GROUND COVER, FLOWERS AND GRANITE LESS THAN 3 FOOT(MATURE) IN HEIGHT, AND/OR TREES WITH BRANCHES NO LESS BY: ATTEST: 6. THE OVERHEAD UTILITY LINES ON OR ADJACENT TO THE SITE SHALL BE UNDERGROUNDED AS < THAN 8 FEET ABOVE GROUND, WHICH TREES, IF ANY, MUST BE SPACED NOT LESS THAN 8 FEET APART. MAYOR CITY CLERK OUTLINED IN § 1-8-6(K), RELOCATION OF OVERHEAD WIRES AND EQUIPMENT, ZONING ORDINANCE, VOL. 11, APACHE JUNCTION CITY CODE. ALL EXISTING AND PROPOSED ONSITE OWNER HEREBY DEDICATES THE TEMPORARY DRAINAGE EASEMENTS FOR USE AS SUCH. THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK ACKNOWLEDGMENT ORDINANCE, UTILITY LINES SHALL BE PLACED UNDERGROUND. CV RESIDENTIAL ASSOCIATION, AS APPLICABLE, WILL HAVE THE RESPONSIBILITY FOR MAINTENANCE OF THE TEMPORARY DRAINAGE EASEMENTS. Q -- STATE OF ARIZONA ) 7. THE CITY OR ANY GOVERNING ENTITY HAVING JURISDICTION OVER THE FINAL PLAT SHALL V zo SS. HAVE THE RIGHT TO ENFORCE ALL NOTES SHOWN AND ASSOCIATED WITH THE FINAL PLAT ON Z) N TRACT D IS NOT TO BE CONSTRUED TO BE DEDICATED TO THE PUBLIC OR CITY, BUT WILL BE DEEDED TO THE BLOSSOM ROCK COMMUNITY ALLIANCE OR COUNTY OF MARICOPA ) THE HOMEOWNERS ASSOCIATION OR ALL FUTURE OWNERS, ASSIGNS AND SUCCESSORS IN L BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, FOR ITS USE AND ENJOYMENT AS MORE FULLY SET FORTH IN THE DECLARATION OF INTEREST AND/OR BENEFITING PROPERTIES. Z z COVENANTS, CONDITIONS AND RESTRICTIONS AND SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE THEREOF. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20_, BY z V LISA ATKINS, COMMISSIONER OF THE ARIZONA STATE LAND DEPARTMENT, STATE OF ARIZONA, ON BEHALF THEREOF. $. SHOULD THE HOMEOWNERS' ASSOCIATION NOT PAY PROPERTY TAXES ON ANY TRACT THEY V z WITHOUT LIMITING IN ANY MANNER THE DEDICATIONS AND RIGHTS CREATED IN FAVOR OF THE CITY OF APACHE JUNCTION ARIZONA BY THIS FINAL PLAT OWN WITHIN THE SUBDIVISION AT ANY TIME IN THE FUTURE AND LOSE THE PROPERTY �- NOTARY PUBLIC THROUGH TAX FORECLOSURE OR FORFEITURE OR DISSOLVE, THE CITY OR THE GOVERNING O s THE COSTS OF PUBLIC INFRASTRUCTURE CONSTRUCTED OR INSTALLED IN THE RIGHTS OF WAY OR PUBLIC EASEMENTS OR IN TRACT D ESTABLISHED BY i THIS FINAL PLAT, TO THE EXTENT THAT IT IS COMPRISED OF CFD-ELIGIBLE IMPROVEMENTS, MAY BE FINANCED WITH, AND BROOKFIELD ASLD 8500 LLC MY COMMISSION EXPIRES LOCATED, SHALL ASSESS, LIEN, AND/OR COLLECT FROM ANY SUCCESSOR IN INTEREST ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS O W Q , REIMBURSED BY, THE PROCEEDS OF BONDS ISSUED BY THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT N0. 2 (CITY OF APACHE JUNCTION, AND/OR BENEFITING PROPERTIES THE COST OF MAINTENANCE OF ALL IMPROVEMENTS umLLJ ARIZONA), IN ACCORDANCE WITH THE TERMS OF THE DEVELOPMENT, FINANCING PARTICIPATION AND INTERGOVERNMENTAL AGREEMENT FOR � SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 (CITY OF APACHE JUNCTION, ARIZONA), DATED AS OF OCTOBER 15, 2021, RECORDED IN THE DRAINAGE FACILITIES, LANDSCAPING AND AMENITIES. OFFICE OF THE PINAL COUNTY, ARIZONA, RECORDER, AS FEE NO. 2021-131167, AS AMENDED FROM TIME TO TIME. ACKNOWLEDGMENT U) 9. SIDEWALKS LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY THE Q < STATE OF ARIZONA ) BLOSSOM ROCK COMMUNITY ALLIANCE UNLESS OTHERWISE SPECIFIED WITHIN THE V co HEREBY GRANTS TO THE CITY OF APACHE JUNCTION AND THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 ("CFD")A MAINTENANCE AND/OR DEVELOPMENT AGREEMENTS BETWEEN THE CITY AND THE PERMANENT, NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON TRACT D DESIGNATED ON THIS PLAT FOR THE PURPOSE OF PUBLIC USE ) SS. DEVELOPER. > AND ENJOYMENT; PROVIDED THAT THE CITY OF APACHE JUNCTION AND THE CFD SHALL HAVE NO OBLIGATION WHATSOEVER FOR INSTALLING, COUNTY OF MARICOPA ) z CONSTRUCTING, MAINTAINING, REPLACING, REPAIRING OR OPERATING SUCH TRACT OR ANY IMPROVEMENTS OR LANDSCAPING WITHIN SUCH TRACT, AND THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20_, BY 10. THE CITY OF APACHE JUNCTION IS NOT RESPONSIBLE FOR AND WILL NOT ACCEPT 0 , � SHALL HAVE NO OBLIGATION FOR ANY CLAIMS ARISING OUT OF ANY PRIVATE OR PUBLIC USE OF SUCH TRACT, AND PROVIDED FURTHER THAT(1) OWNER MAINTENANCE OF ANY PRIVATE PARKS, DRAINAGE FACILITIES OR LANDSCAPED AREAS WITHIN HEREBY EXPRESSLY RESERVES FROM THE FOREGOING GRANT OF EASEMENT, TOGETHER WITH THE RIGHT TO TRANSFER THE SAME, THE RIGHT TO THE AND THE THE SUBDIVISION SHOWN HEREON. ALL TRACTS SHALL BE PRIVATELY OWNED AND ;Z ENTER UPON, USE AND IMPROVE SUCH TRACT, INCLUDING THE RIGHT TO INSTALL, MAINTAIN, REPAIR AND REPLACE SUCH IMPROVEMENTS AS IT OR ITS MAINTAINED. EXCEPT AS EXPRESSLY SET FORTH IN THE APPLICABLE DECLARATION OF ry COVENANTS, CONDITIONS AND RESTRICTIONS OR APPLICABLE SUPPLEMENTAL DECLARATION Lu SUCCESSOR OR ASSIGNEE MAY FROM TIME TO TIME DEEM DESIRABLE, SUBJECT ONLY TO ORDINARY APPROVALS BY THE CITY OF APACHE JUNCTION, OF BROOKFIELD RESIDENTIAL(ARIZONA) LLC,A DELAWARE LIMITED LIABILITY COMPANY, ( ) U. LJJ WHICH ENTRY, USE AND IMPROVEMENTS SHALL NOT BE INCONSISTENT WITH, AND SHALL NOT UNREASONABLY INTERFERE WITH, THE FOREGOING IN ITS CAPACITY AS MANAGER OF BROOKFIELD ASLD 8500 LLC,A DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF WITH REGARD TO MAINTENANCE BY BLOSSOM ROCK COMMUNITY ALLIANCE, INC. OR BLOSSOM EASEMENT, AND (11)ALL PERSONS AND ENTITIES EXERCISING THE FOREGOING EASEMENT RIGHTS SHALL AVOID ANY DAMAGE TO SUCH TRACT AND ANY THEREOF. ROCK RESIDENTIAL ASSOCIATION, INC., THE MAINTENANCE OF EASEMENT PREMISES SHOWN IMPROVEMENTS LOCATED AT ANY TIME THEREIN, AND THE FOREGOING EASEMENT IS GRANTED ON THE CONDITION THAT ALL PERSONS AND ENTITIES ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A SUBDIVISION LOT OR PARCEL IS THE EXERCISING SUCH EASEMENT RIGHTS, OTHER THAN THE CITY OF APACHE JUNCTION AND THE CFD, SHALL HOLD THE CITY OF APACHE JUNCTION NOTARY PUBLIC RESPONSIBILITY OF THE APPLICABLE LOT OR PARCEL OWNER, AND THE MAINTENANCE OF EASEMENT PREMISES SHOWN ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A TRACT HARMLESS FOR, FROM AND AGAINST ANY AND ALL DAMAGES, LIABILITIES OR EXPENSES WHICH MAY RESULT FROM THEIR EXERCISE OF THE FOREGOING MY COMMISSION EXPIRES IS THE RESPONSIBILITY OF THE TRACT OWNER. EASEMENT RIGHTS. 11, PURSUANT TO SECTION 4.7.13.1 OF THE DEVELOPMENT AGREEMENT FOR SUPERSTITION VISTAS PARCELS 9, 10, 11 AND 13 ARE RESERVED FOR FUTURE SUBDIVISION AND/OR DEVELOPMENT. BASIS OF BEARING BETWEEN THE CITY OF APACHE JUNCTION AND D.R. HORTON, INC., A DELAWARE CORPORATION, DATED OCTOBER 28, 2021 AND RECORDED AS FEE NO. 2021 140530, OFFICIAL THE BASIS OF BEARING IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 1 RECORDS OF PINAL COUNTY, ARIZONA, DEVELOPER, AND ITS SUCCESSORS AND ASSIGNS IN WITNESS WHEREOF: SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, HAVING A BEARING OF NORTH 89 DEGREES 46 (WHICH MAY INCLUDE BLOSSOM ROCK COMMUNITY ALLIANCE, INC., OR BLOSSOM ROCK MINUTES 59 SECONDS EAST. RESIDENTIAL ASSOCIATION, INC.), SHALL MAINTAIN ANY AND ALL LANDSCAPING INSTALLED THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED WITHIN AND ADJACENT TO THE ROAD RIGHTS-OF-WAY WITHIN THE SUBDIVISION SHOWN ON AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICER THIS THIS PLAT. DAY OF , 2022. FLOODPLAIN INFORMATION SUBJECT PROPERTY LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. SITE DATA TABLE THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT 04021CO200E DATED DECEMBER 4, 2021 AND FLOOD ZONE X(SHADED) PER LOMR 21-09-0194P EFFECTIVE DATE OCTOBER 22, 2021. OTHER AREAS OF FLOOD HAZARD ZONE "X" IS DESCRIBED AS: "AREAS OF �AN TOTAL NUMBER OF LOTS 0 �0 D MINIMAL FLOOD HAZARD." OTHER AREAS OF FLOOD HAZARD ZONE "X" (SHADED) IS DESCRIBED AS: "0.2% �\FICArF sG BY. ANNUAL CHANCE FLOOD HAZARD AREAS OF 1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS GROSS PROJECT AREA 1,423,599 SQ.FT. 32.68 AC CO c`�� 23945 LISA ATKINS, COMMISSIONER THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE." GROSS PROJECT DENSITY 0 DU/GROSS AC BRIAN J. DIEHLo�p BROOKFIELD ASLD 8500, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, AS DEVELOPER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE NET PROJECT AREA 1,232,493 SQ.FT. 28.29 AC p�fPS SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICERS THIS NOTES RIGHT-OF-WAY AREA 191,106 SQ.FT. 4.39 AC q / neaU p DAY OF , 2022. 1. THE MAINTENANCE OF LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY TO THE BACK OF EXISTING & PROPOSED ZONING MPC Ex E 9-30-23 CURB SHALL BE THE RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR CERTIFICATION BROOKFIELD ASLD 8500, LLC, A DELAWARE LIMITED LIABILITY COMPANY BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE ABUTTING LOT, TRACT OR PARCEL OWNER. I, BRIAN J. DIEHL, OF WOOD, PATEL&ASSOCIATES, INC. HEREBY CERTIFY THAT THIS PLAT IS A CORRECT CHECKED BY BY: BROOKFIELD RESIDENTIAL (ARIZONA) LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS MANAGER REPRESENTATION OF ALL THE EXTERIOR BOUNDARIES OF LAND SURVEYED AND THE SUBDIVISION OF IT; BJD 2. CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, REMOVABLE THAT I HAVE PREPARED THE DESCRIPTION OF THE LAND SHOWN ON THE PLAT AND I HEREBY CERTIFY TO LL CAD TECHNICIAN co FENCES AND DRIVEWAYS. ITS CORRECTNESS AND THAT ALL MONUMENTS ARE SET OR WILL BE SET WITHIN ONE 1 JKP ( )YEAR AFTER ALE BY. REC O TION. NTS 3. NO STRUCTURES, EARTHWORK OR OTHER CONSTRUCTION WILL BE CARRIED OUT IN DATE ITS: DRAINAGE PATHS OR RETENTION BASINS AS SHOWN ON THE APPROVED IMPROVEMENT PLANS 7/5/2022 AND, EXCEPT AS MAY BE APPROVED BY DEVELOPMENT SERVICES ENGINEER, FENCING WILL N JOB NUMBER BE LIMITED TO WIRE-STRAND OR BREAK-AWAY SECTIONS THAT CANNOT IMPEDE WATER FLOW BR N . DIEHL WP#215284.03 CD BY: OR COLLECT DEBRIS WHICH WOULD IMPEDE WATER FLOW. VEGETATION SHALL NOT BE REGISTERED LAND SURVEYOR #23945 SHEET PLANTED NOR ALLOWED TO GROW WITHIN DRAINAGE PATHS, EASEMENTS OR RETENTION WOOD, PATEL&ASSOCIATES, INC. o 1 OF 4 ITS: BASINS WHICH WOULD IMPEDE THE FLOW OF WATER. 1630 SOUTH STAPLEY DRIVE, SUITE 219 N 0 MESA, ARIZONA 85204 N DESCRIPTION A PORTION OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, PINAL THENCE NORTHEASTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: NORTHWESTERLY, THROUGH A CENTRAL ANGLE OF 90000'00", A DISTANCE OF 15.71 FEET, TO THE CURVES END; THENCE NORTH 00011'42"WEST, A DISTANCE OF 399.50 FEET, TO THE BEGINNING OF A CURVE; III BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 20, A 2 1/2-INCH GENERAL LAND OFFICE (GLO) THENCE NORTHWESTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE BRASS CAP, FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION, A 2 1/2-INCH GLO BRASS CAP, BEARS SOUTHWESTERLY, THROUGH A CENTRAL ANGLE OF 90000'00", A DISTANCE OF 15.71 FEET, TO A POINT OF CUSP; Wood,Patel&Associates, Inc. NORTH 89046'59" EAST (BASIS OF BEARING), A DISTANCE OF 2643.36 FEET; THENCE NORTH 89048'18" EAST, A DISTANCE OF 823.14 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT THENCE ALONG THE SOUTH LINE OF SAID SECTION, SOUTH 89048'18" WEST, A DISTANCE OF 2643.78 FEET, TO THE CURVE; Civil Engineering SOUTHWEST CORNER OF SAID SECTION; THENCE SOUTHERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1033.50 FEET, water Resources Land Survey THENCE LEAVING SAID SOUTH LINE, ALONG THE WEST LINE OF SAID SECTION, NORTH 00017-01" WEST, A DISTANCE CONCAVE EASTERLY, WHOSE RADIUS BEARS SOUTH 73040'55" EAST, THROUGH A CENTRAL ANGLE OF 13041'09", A Construction Management OF 94.90 FEET; DISTANCE OF 246.87 FEET, TO THE BEGINNING OF A REVERSE CURVE; 602.335.8500 THENCE LEAVING SAID WEST LINE, NORTH 89042'59" EAST, A DISTANCE OF 65.00 FEET; THENCE SOUTHERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 265.00 FEET, CONCAVE WEST QUARTER CORNER THENCE NORTH 00017'01"WEST, A DISTANCE OF 719.20 FEET; WESTERLY, THROUGH A CENTRAL ANGLE OF 09040'47", A DISTANCE OF 44.77 FEET, TO THE BEGINNING OF A www.woodpatel.com SECTION 20,T1S, R8E THENCE NORTH 89042'59" EAST, A DISTANCE OF 970.00 FEET; REVERSE CURVE; FD 3" PCHD BCH THENCE SOUTH 00011'42" EAST,A DISTANCE OF 560.97 FEET, TO THE BEGINNING OF A CURVE; THENCE SOUTHERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 265.00 FEET, CONCAVE THENCE SOUTHERLY ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 250.00 FEET, CONCAVE WESTERLY, EASTERLY, THROUGH A CENTRAL ANGLE OF 12°30-40", A DISTANCE OF 57.87 FEET, TO THE CURVES END; THROUGH A CENTRAL ANGLE OF 08053'06", A DISTANCE OF 38.77 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE SOUTH 00011-57" EAST, A DISTANCE OF 190.00 FEET; THENCE SOUTHERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, CONCAVE THENCE NORTH 89048'03" EAST, A DISTANCE OF 78.00 FEET; EASTERLY, THROUGH A CENTRAL ANGLE OF 08053'06", A DISTANCE OF 38.77 FEET, TO THE CURVES END; THENCE NORTH 00011-57"WEST, A DISTANCE OF 236.51 FEET; I THENCE SOUTH 00011'42" EAST, A DISTANCE OF 72.50 FEET; THENCE NORTH 44047'31" EAST, A DISTANCE OF 42.43 FEET; THENCE NORTH 89048-18" EAST, A DISTANCE OF 61.00 FEET; THENCE NORTH 89046'59" EAST, A DISTANCE OF 86.74 FEET; THENCE NORTH 00011'42"WEST, A DISTANCE OF 94.50 FEET; THENCE SOUTH 45013-01" EAST, A DISTANCE OF 28.28 FEET; I I THENCE NORTH 44048'18" EAST, A DISTANCE OF 35.36 FEET; THENCE SOUTH 00013'01" EAST, A DISTANCE OF 119.48 FEET; THENCE NORTH 89048'18" EAST, A DISTANCE OF 35.00 FEET; THENCE SOUTH 89048'03"WEST, A DISTANCE OF 119.78 FEET; I THENCE SOUTH 86045-41" EAST, A DISTANCE OF 75.13 FEET; THENCE SOUTH 00011'57" EAST, A DISTANCE OF 135.02 FEET; THENCE NORTH 89048'18" EAST, A DISTANCE OF 36.00 FEET; THENCE SOUTH 45012'29" EAST, A DISTANCE OF 34.61 FEET; ITHENCE SOUTH 00011'42" EAST, A DISTANCE OF 125.00 FEET; THENCE SOUTH 00013'01" EAST, A DISTANCE OF 72.56 FEET, TO THE SOUTH LINE OF THE SOUTHEAST QUARTER OF I THENCE NORTH 89048'18" EAST, A DISTANCE OF 550.00 FEET; SAID SECTION; THENCE NORTH 00011'42"WEST, A DISTANCE OF 125.00 FEET; THENCE ALONG SAID SOUTH LINE, SOUTH 89046'59" WEST, A DISTANCE OF 75.00 FEET, TO THE POINT OF w I I THENCE NORTH 89048'18" EAST, A DISTANCE OF 20.00 FEET, TO THE BEGINNING OF A CURVE; BEGINNING. CWl? U I � � I W i ~ z V W = Q H � I UNSUBDIVIDED STATE OF ARIZONA N APN 104070090 ' ~ z 00 EXISTING ZONING: MPC 1 N Z) � I - 1- PZ z , / zw I I 1 CL o UNSUBDIVIDED O = z STATE OF ARIZONA 0 J 1 APN 104070090 � � Q EXISTING ZONING: MPC Q w I 1 Q o z CD o I I / a. > zz �� I I 1 z � � IQ J o X o I W p SHEET 3 SHEET 4 Q PARCEL 13 PARCEL 11 I UNSUBDIVIDED U. w W 0 0 I ( I / / STATE OF ARIZONA L1J I � 00 oU_ o I I PARCEL 10 APPROXIMATE z Q I I FLOOD ZONE X N I ( UNSUBDIVIDED 1 LIMIT STATE OF ARIZONA I PARCEL 9 I APN 104070090 ' EXISTING ZONING: MPC 1 � �- APPROXIMATE I I I (SHFLOOD EDZONE LIM T I . 1 I ( 1 TRACT D APN 104070090 1 EXISTING ZONING: MPC RAY AVENUE RAY AVENUE �o LANo SOUTHWEST CORNER Q� �\FICArF s G SOUTH QUARTER CORNER N89°46'59"E 2643.36' '` c�� S89°48'18"W 2643.78' 1 _ 23945 SECTION 20,T1S, R8E SECTION 20,T1S, R8E (BASIS OF BEARING) SOUTHEAST CORNER - BRIAN FD 21/2 GLO BC SECTION 20,T1S,R8E 1 UNSUBDIVIDED W DIEHL oil o FD 3 PCHD BCH � °�f STATE OF ARIZONA POB FD 2 1/2"GLO BC �S. UNSUBDIVIDED 1 q / nea STATE OF ARIZONA APN 104077060 EXISTING ZONING: MPC APN 104077060 1 Ex E '9-30-23 N EXISTING ZONING: MPC 1 1 CHECKED BY BJD 1 LL CAD TECHNICIAN Co JKP ALE 1 1" = 100' z DATE 7/5/2022 CD JOB NUMBER 0 100 200 N WP#215284.03 Y SHEET INDEX SHEET 0 2 OF 4 Horz. 1 in. = 100 ft. 0 m N �- WEST QUARTER CORNER SECTION 20,T1S, R8E FD 3" PCHD BCH UNSUBDIVIDED APN 104070090 LEGEND STATE OF ARIZONA EXISTING ZONING: MPC A CORNER OF THIS SUBDIVISION 1 Wood,Patel&Associates, Inc. N89042'59"E 970.00' 520.00' � UNLESSET SNUMENT W/RLS TAG OTHERWISE NOTED CAP Civil I S89°42'59"W 73.04' 450.00 ' Water Resources I ( ( OO SURVEY MONUMENT FOUND AS NOTED Land Survey I I 00 CENTERLINE MONUMENTATION -SET BRASS CAP Construction Management FLUSH UPON COMPLETION OF PROJECT PER MAG ' 602.335.8500 STANDARD DETAIL 120-1, TYPE "B" www.woodpatel.com APN ASSESSOR'S PARCEL NUMBER BC BRASS CAP I I I I BCH BRASS CAP IN HANDHOLE FD FOUND GLO GENERAL LAND OFFICE I PCHD PINAL COUNTY HIGHWAY DEPARTMENT PCR PINAL COUNTY RECORDS ' POB POINT OF BEGINNING I I I PUFE PUBLIC UTILITY AND FACILITY EASEMENT RW RIGHT-OF-WAY ' I I SVT SIGHT VEHICULAR TRIANGLE BOUNDARY LINE PARCEL/TRACT LINE ' SECTION LINE RIGHT-OF-WAY LINE ' EASEMENT LINE AS NOTED LLJ 65 ( w 00 I ' I w 1 I M I W I I I � o � Hw PARCEL & TRACT AREA TABLE ' V W p `o o W o _ > <C o z z o ( NAME AREA AREA ACRES LAND USE ' �- o z I I rn l ti SQUARE FEET z o Q ( '-'i I PARCEL 9 21,435 0.4921 FUTURE DEVELOPMENT I Q I � I 1 N w - O PARCEL 13 o PARCEL 11 PARCEL 10 443,511 10.1816 FUTURE DEVELOPMENT Q �_ z w/ o co I N O o I N I PARCEL 11 336,087 7.7155 FUTURE DEVELOPMENT ' 1.(� � �! I z ( 17 PUFE ' Q z o 0o um ''' co N a' PARCEL 13 383,969 8.8147 FUTURE DEVELOPMENT Z o � � x I � ItH Z w m ''- N '� ( TRACT D 47,490 1.0902 RETENTION, OPEN SPACE W 2 z 0 � CL zl 1 l0 1 W O W CL 0 I Iz ( W > < LLJ 33' RW I UNSUBDIVIDED � � � STATE OF ARIZONA ' � � FEE 2008-076344, I I J PCR I (!? I I ( I APN 104070090 ' > EXISTING ZONING: MPC ' Z 8' PUFE r ' z L4 S86°45'41"E 75.13' L5 U) 1 I _ 0� LL Lu I N N45052'24"W 9.48' S85002'28"W 29.33' S85°02'28"W 28.87' ILO S89°48'18"W 388.76' S89°4$'18"W 397.23' 1 0 � N � W M I LO W W TRACT D Lu N N a I TEMPORARY DRAINAGE EASEMENT c� I 71- o o z S45014'22"E 21.69' w DEDICATED HEREON o TEMPORARY DRAINAGE EASEMENT o o ' o DEDICATED HEREON w cn U1 L2 W SVT co `" SVTj 33.50' 27.50' SVT N89048'18"E 550.00' L1 0o `" S89°48'18"W 53.26' a- °- S89°4$'18"W 494.55' S44°48'18"W 26.93' L13 L14 O° ��o — — — — — — — — _ —4 9 8.8 6' — — — — — — — —4 6.2 6'— �_ — — — —N 8 9°4$'1$"E 3 5 3.7 0' — — -�N89°48'18"E545.12' L11 - - - - - - _ _ _ _ = 726.00' o N89048'18"E 1465.53' N89 4818E 377.74 —� � ( I ry I RAY AVENUE o C 1061.24' U) 1582.54' ��� L A ND s S89048'18"W 2643.78' 23945 � G G� V � 23945 rn SOUTHWEST CORNER SECTION 20,T1S, R8E I BRIE J. IEHL p , FD 3" PCHD BCH S ned UNSUBDIVIDED U STATE OF ARIZONA ' Ex ES 9-30-23 N APN 104077060 ' EXISTING ZONING: MPC CHECKED BY ' BJD LL CAD TECHNICIAN co JKP ALE a 1" = 50' DATE 715I2022 co JOB NUMBER 0 50 100 N WP#215284.03 Y SHEET U O Horz. 1 in. = 50 ft. 3 OF 4 0 m N III Wood,Patel&Associates, Inc. Civil Engineering Water Resources CURVE TABLE Land Survey Construction Management CURVE DELTA RADIUS ARC CHORD BEARING CHORD UNSUBDIVIDED 602.335.8500 STATE OF ARIZONA C1 8053'06" 250.00' 38.77' S04014'51"W 38.73' APN 104070090 www.woodpatel.com C2 8053'06" 250.00' 38.77' S04014'51"W 3873' EXISTING ZONING: MPC C3 90000'00" 10.00' 15.71' N44048'1 8"E 14.14' N89048'18"E 823.14' C4 90000,001, 10.00, 15.71' N4501 1'42"W 14.14' C4 C5 13041'09" 1033.50' 246.87' S09028'31"W 246.28' C6 9040'47" 265.00' 44.77' S07028'1 9"W 44.72' C7 12030'40" 265.00' 57.87' S06003'23"W 57.75' LINE TABLE LINE BEARING DISTANCE LL] Ll N89042'59"E 65.00' Uj L2 N89048'1 8"E 61.00' L3 N44048'1 8"E 35.36' Lq M z L4 N89048'1 8"E 35.00' M 17'PUFE w UNSUBDIVIDED > L5 N89048"I 8"E 36.00' 04 < STATE OF ARIZONA L6 N89048'1 8"E 20.00' 0 L7 N44047'31"E 42.43' z CIO (N 74 co N89046'59"E 86 ' L8 S45013'01"E 28.28' 0 =L--\ < z 2: < 0 L9 S45012'29"E 34.61' N� Z) PARCEL 10 SVT um < L10 S45014'22"E 28.31' APPROXIMATE z ;2� E X Uj Z FLOOD ZONE 9 L11 SOOO 1 1'42"E 10.00, LIMIT 0 50 0 17' PUFE z: CL =*)I w L12 N440481 8"E 2828' 0 r PARCEL �u O WQ L13 NOO 1 1'42"W 20.00' CY'3 0 CL 0 LL < > LL, L14 SOOO 1 1'42"E 15.00' co /) 0 L15 S4501 1'42"E 35.36' APPROXIMATE FLOOD ZONE X co Q �, _ Cn Ln C3 (SHADED) LIMIT L16 N44048'1 0"E 28,28' L6 o S89048'03"W 119.78' U) L0 L17 NOOO 1 1'57"W 20.00' > w 0 C) z L18 SOOO 1 1'57"E 14.99' C) 0 U-i cy") LO S89048'18"W 742�52' C�l L19 S45012'29"E 35.35' C14 zo ou) w o 3: co LIJ 5) L20 N89046'59"E 16.48' LLJ APN 104070090 C14 0 co C=) EXISTING ZONING: MPC LL W 0 C) � C> TEMPORARY DRAINAGE EASEMENT 0 z 0 CD C:) DEDICATED HEREON U) Cf) N89048'03" 78,00' w I- N89048'18"E 550,00' 44.501 33.50' SVT L TRACT D 80 N44048'10"E 26.93SVT \-L17 CD <9 S89048'1 8"W 723.49' CD L6-726.00'- -739,53'- C) e7 119 N89048'1 8"E 1465.53' 3: L20 04 r r- 7.56' 0 CD co o RAY AVENUE C) (D � (.0 0 C) 1582,54' 75.00' 2568.36' S8904818IAI 2643.78 N89046'59"E 2643.36' SOUTHEAST CORNER SOUTH QUARTER CORNER SECTION 20,T1S, R8E (BASIS OF BEARING) SECTION 20,T1S,R8E FD 2 1/2"GLO BC FID 2 1/2"GLO BC POB UNSUBDIVIDED LAND STATE OF ARIZONA ICA kp o CO 23945 M BRIAN J. DIEHL APN 104077060 ned EXISTING ZONING: MPC U.. EX E 9-30-23 CHECKED BY BJD LL CAD TECHNICIAN co JKP SCALE 50' DATE 7/5/2022 cc, 0 50 100 S C11 JOB NUMBER -1,j2 1 WP#215284.03 CDSHEET cc Horz. 1 in. 50 ft. E 4 OF 4 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 13. File ID: 22-444 Sponsor: Sidney Urias Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of approval of the Final Plat for Infrastructure for Superstition Vistas Development Units 1 and 2- Ironwood Drive Phase 1 (SV-22-13-BI). City of Apache Junction,Arizona Page 1 Printed on 711412022 City ofApache Junction /�I F��w Development Services Department '�� CITY COUNCIL CONSENT AGENDA STAFF REPORT DATE: July 19, 2022 TO: Honorable Mayor and City Council Members THROUGH: Bryant Powell, City Manager Rudy Esquivias, Development Services Director CASE NUMBERS: Final Plat for Infrastructure for Superstition Vistas Development Units 1 and 2 - Ironwood Drive Phase 1 (SV-22-13- BI) OWNERS: Brookfield ASLD 8500 LLC and D.R. Horton APPLICANT: Brookfield ASLD 8500 LLC ("Brookfield") and D.R. Horton REQUEST: Approval of Final Plat for Infrastructure for Superstition Vistas Development Units 1 and 2 - Ironwood Drive Phase 1 LOCATION: Sections 19 and 20 BACKGROUND On October 5, 2021, the City of Apache Junction approved the Auction Property at Superstition Vistas Master Planned Community plan. Most recently, Brookfield and D.R. Horton have submitted a Final Plat for Infrastructure for Ironwood Drive. Staff has found the proposal to be in reasonable conformance with the preliminary plat, the Auction Property at Superstition Vistas Master Planned Community Plan and the Superstition Vistas Master Infrastructure Reports . "SV-22-13-BI,Final Plat for Infrastructure for Superstition Vistas-Ironwood Drive Phase I" July 19,2022 City Council Staff Report 1 As such, the applicants are requesting approval of the Final Plat for Infrastructure for Superstition Vistas Development Units 1 and 2 for Ironwood Drive Phase 1 . PLANNING DIVISION RECOMMENDATION Staff is supportive of SV-22-13-BI, Final Plat for Infrastructure for Superstition Vistas Development Units 1 and 2 for Ironwood Drive Phase 1, and respectfully recommends that the City Council approve the proposed request . --------------------------------------------------------------- RECOMMENDED MOTION FOR FINAL PLAT FOR INFRASTRUCTURE I move that the Apache Junction City Council approve SV-22-13- BI, Final Plat for Infrastructure for Superstition Vistas Development Units 1 and 2 - Ironwood Drive Phase 1, as requested by Brookfield and D.R. Horton (applicants) . S 6&ytey u rCa k Prepared by Sidney Urias Principal Planner Attachments : Exhibit #1 - Final Plat for Infrastructure for Superstition Vistas Development Units 1 and 2 for Ironwood Drive Phase 1 (SV- 22-13-BI) "SV-22-13-BI,Final Plat for Infrastructure for Superstition Vistas—Ironwood Drive Phase I" July 19,2022 City Council Staff Report 2 FLAT PLAT FOR INFRASTRUCTURE DEDICATION FOR STATE OF ARIZONA ) SUPERSTITION VISTAS DEVELOPMENT UNITS I AND 2 COUNTY OF MARICOPA > Ss. IRONWOOD DRIVE — PHASE I KNOW ALL MEN BY THESE PRESENTS: LYING WITHIN SECTIONS 19 AND 20, TOWNSHIP 1 SOUTH, BASIS OF BEARING III THAT THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT AND D.R. HORTON, A DELAWARE CORPORATION, (OWNERS), DO HEREBY RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, THE BASIS OF BEARING IS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, Wood,Patel&Associates, Inc. PUBLISH THIS FINAL PLAT FOR INFRASTRUCTURE FOR"SUPERSTITION VISTAS DEVELOPMENT UNITS 1 AND 2 IRONWOOD DRIVE- PHASE 1" LYING WITHIN SECTIONS APACHE JUNCTION, ARIZONA __ EXISTING RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, HAVING A BEARING OF NORTH 00 DEGREES 17 19 AND 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, APACHE JUNCTION, ARIZONA, AS SHOWN HEREON, AND HEREBY DECLARES CITY OF APACHE MINUTES 01 SECONDS WEST. Civil Engineering THAT THIS PLAT SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS OF EACH OF THE STREETS, PARCELS AND EASEMENTS CONSTITUTING SAME, AND THAT WARNER AVENUE(ALIGNMENT) water Resources _ _ _ JUNCTION Land Survey EACH OF THE STREETS, PARCELS AND EASEMENTS SHALL BE KNOWN BY THE NAME, NUMBER, OR LETTER GIVEN TO IT RESPECTIVELY. T CORPORATE LIMIT Construction Management p ! i SHEET INDEX NOTES 602.335.8500 OWNERS HEREBY DEDICATE AND CONVEY TO THE CITY OF APACHE JUNCTION, IN FEE, ALL REAL PROPERTY DESIGNATED ON THIS PLAT AS"RIGHT-OF-WAY" OR"R/W" o FOR USE AS PUBLIC RIGHT-OF-WAY. O T 1 COVER SHEET 1. THE MAINTENANCE OF LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY TO THE BACK OF www.woodpatel.com ( � 2 SITE MAP, LEGEND AND CURB SHALL BE THE RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR SECTION 19 T � SECTION20 � � DESCRIPTION EASEMENTS ARE DEDICATED FOR THE PURPOSES SHOWN. o TI S R8E Of TI S R8E ( BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE ABUTTING PARCEL o — Q 3 PLAN SHEET AND TABLES OWNER. OWNERS HEREBY DEDICATE TO THE CITY OF APACHE JUNCTION FOR USE AS SUCH THE PUBLIC UTILITY AND FACILITY EASEMENTS, AS SHOWN ON THE SAID PLAT SITE ¢ 4-5 PLAN SHEETS AND INCLUDED IN THE ABOVE DESCRIBED PREMISES. THE DEDICATION OF REAL PROPERTY MARKED AS STREETS ON THIS PLAT IS A DEDICATION TO THE CITY OF o 0 2. CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, REMOVABLE APACHE JUNCTION, IN FEE, FOR THE CITY'S USE AS PUBLIC RIGHT-OF-WAY. THE DEDICATION OF REAL PROPERTY MARKED AS PUBLIC UTILITY AND FACILITIES T T OWNER FENCES AND DRIVEWAYS. EASEMENTS IS A DEDICATION OF A PUBLIC UTILITY AND FACILITIES EASEMENT TO THE CITY, WITH SUCH DEDICATION INCLUDING THE FOLLOWING USES: TO _ _ _ _ _ _ _ _ _ _ _ _ _ _ STATE OF ARIZONA CONSTRUCT, INSTALL, ACCESS, MAINTAIN, REPAIR, RECONSTRUCT, REPLACE, REMOVE, UTILITIES AND FACILITIES (INCLUDING, BUT NOT LIMITED TO, WATER, RAY AVENUE C/O ARIZONA STATE LAND DEPARTMENT 3. NO STRUCTURES, EARTHWORK OR OTHER CONSTRUCTION WILL BE CARRIED OUT IN WASTEWATER, GAS, ELECTRIC, STORM WATER, PIPES, CONDUIT, CABLES, AND SWITCHING EQUIPMENT), CONDUCTORS, CABLES, FIBER OPTICS, COMMUNICATION 1616 W ADAMS STREET DRAINAGE PATHS OR RETENTION BASINS AS SHOWN ON THE APPROVED IMPROVEMENT PLANS AND SIGNAL LINES, TRANSFORMERS, VAULTS, MANHOLES, CONDUITS, PIPES, AND CABLES, FIRE HYDRANTS, STREET LIGHTS, STREET PAVEMENT, CURBS, GUTTERS, EXISTING CITY OF APACHE PHOENIX, ARIZONA 85007 AND, EXCEPT AS MAY BE APPROVED BY DEVELOPMENT SERVICES ENGINEER, FENCING WILL SIDEWALKS, TRAFFIC SIGNALS, EQUIPMENT AND SIGNS, PUBLIC TRANSIT FACILITIES, SHELTERS AND IMPROVEMENTS, LANDSCAPING, STORM DRAINAGE, WATER JUNCTION VICINITY MAP PHONE: 602-542-4631 BE LIMITED TO WIRE-STRAND OR BREAK-AWAY SECTIONS THAT CANNOT IMPEDE WATER FLOW RETENTION AND DETENTION, FLOOD CONTROL, AND ALL APPURTENANCES TO ALL OF THE FOREGOING, AND ALL SIMILAR AND RELATED PURPOSES TO THE CORPORATE LIMIT NTS CONTACT: MARK EDELMAN OR COLLECT DEBRIS WHICH WOULD IMPEDE WATER FLOW. VEGETATION SHALL NOT BE FOREGOING, TOGETHER WITH THE RIGHT TO ALTER GROUND LEVEL BY CUT OR FILL (PROVIDED THAT GROUND LEVEL SHALL NOT BE ALTERED IN A MANNER THAT PLANTED NOR ALLOWED TO GROW WITHIN DRAINAGE PATHS, EASEMENTS OR RETENTION � CONFLICTS WITH THE OPERATION, MAINTENANCE, OR REPAIR OF EXISTING UTILITY OR PUBLIC IMPROVEMENTS)AND THE UNRESTRICTED RIGHT OF VEHICULAR AND DEVELOPER BASINS WHICH WOULD IMPEDE THE FLOW OF WATER. PEDESTRIAN INGRESS AND EGRESS TO, FROM, AND ACROSS THE EASEMENT PROPERTY. ADDITIONALLY, THE CITY IS AUTHORIZED TO PERMIT OTHERS TO USE THE BROOKFIELD ASLD 8500 LLC Q PUBLIC UTILITY AND FACILITY EASEMENT PROPERTY FOR ALL USES AND FACILITIES ALLOWED HEREIN. ALL OTHER EASEMENTS ARE HEREBY DEDICATED FOR THE 14646 N KIERLAND BLVD., SUITE 165 4. MAINTENANCE OF THE DRAINAGE AREAS WITHIN THE PARCELS AND EASEMENTS SHALL BE THE _ PURPOSES SHOWN. UNLESS APPROVED OTHERWISE BY THE CITY OF APACHE JUNCTION, ALL EASEMENTS CREATED BY THIS PLAT ARE PERPETUAL AND SCOTTSDALE, ARIZONA 85254 RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK NONEXCLUSIVE EASEMENTS. SITE DATA TABLE PHONE: 602-903-7506 RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING PARCELS. Lu T CONTACT: ERIC TUNE, P.E. SHOULD THE ASSOCIATION NOT ADEQUATELY MAINTAIN THEM, THE GOVERNING ENTITY OWNERS HEREBY DEDICATE A PERMANENT NON-EXCLUSIVE DRAINAGE EASEMENT OVER , ACROSS, UNDER AND UPON PARCEL 15. TOTAL NUMBER OF LOTS 0 HAVING JURISDICTION OVER THE AREA IN WHICH THE PARCEL OR THE EASEMENT IS OE GROSS PROJECT AREA 1,006,715 SQ.FT. 23.11 AC OWNER/DEVELOPER LOCATED, AT ITS DISCRETION, MAY ENTER UPON AND MAINTAIN THE DRAINAGE AREAS, AND 0 OWNERS HEREBY DEDICATE THE TEMPORARY DRAINAGE EASEMENTS FOR USE AS SUCH. THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK GROSS PROJECT DENSITY 0 DU/GROSS AC CHARGE THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL � RESIDENTIAL ASSOCIATION,AS APPLICABLE, WILL HAVE THE RESPONSIBILITY FOR MAINTENANCE OF THE TEMPORARY DRAINAGE EASEMENTS. NET PROJECT AREA 638,918 SQ.FT. 14.67 AC D.R. HORTON ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING PARCEL THE COST OF 020410 N. 19TH AVE., SUITE 100 THE MAINTENANCE. V 0 RIGHT-OF-WAY AREA WITHIN SECTION 19 198,905 SQ.FT. 4.57 AC PHOENIX, ARIZONA 85027 WITHOUT LIMITING IN ANY MANNER THE DEDICATIONS AND RIGHTS CREATED IN FAVOR OF THE CITY OF APACHE JUNCTION, ARIZONA BY THIS FINAL PLAT, THE RIGHT-OF-WAY AREA WITHIN SECTION 20 168,893 SQ.FT. 3.88 AC PHONE: 480-368-1041 5. ALL PARCELS NOT DEDICATED TO THE CITY OF APACHE JUNCTION SHALL BE IMPROVED IN T z COSTS OF PUBLIC INFRASTRUCTURE CONSTRUCTED OR INSTALLED IN THE RIGHTS OF WAY, PARCELS OR PUBLIC EASEMENTS ESTABLISHED BY THIS FINAL PLAT, TO EXISTING & PROPOSED ZONING MPC CONTACT: PATRICK BROWN ACCORDANCE WITH THE APPROVED PLANS. 0 THE EXTENT THAT IT IS COMPRISED OF CFD-ELIGIBLE IMPROVEMENTS, MAY BE FINANCED WITH, AND OWNERS REIMBURSED BY, THE PROCEEDS OF BONDS ISSUED BY THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT N0. 2 (CITY OF APACHE JUNCTION, ARIZONA), IN ACCORDANCE WITH THE TERMS OF THE ENGINEER 6. THE OVERHEAD UTILITY LINES ON OR ADJACENT TO THE SITE SHALL BE UNDERGROUNDED AS � N DEVELOPMENT, FINANCING PARTICIPATION AND INTERGOVERNMENTAL AGREEMENT FOR SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT N0. 2 (CITY OF OUTLINED IN § 1-8-6(K), RELOCATION OF OVERHEAD WIRES AND EQUIPMENT, ZONING WOOD, PATEL&ASSOCIATES, INC. ORDINANCE, VOL. II, APACHE JUNCTION CITY CODE.ALL EXISTING AND PROPOSED ONSITE APACHE JUNCTION, ARIZONA), DATED AS OF OCTOBER 15, 2021, RECORDED IN THE OFFICE OF THE PINAL COUNTY, ARIZONA, RECORDER, AS FEE NO. 2021-131167, AS ACKNOWLEDGMENT z Q 1630 SOUTH STAPLEY DRIVE-SUITE 219 OVERHEAD UTILITY LINES SHALL BE PLACED UNDERGROUND. z AMENDED FROM TIME TO TIME. Q o MESA, ARIZONA 85204 � ,V STATE OF ARIZONA ) PHONE: 480-834-3300 U) OWNERS HEREBY GRANT TO THE CITY OF APACHE JUNCTION AND THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT N0. 2 "CFD" A PERMANENT, ss. 7. THE CITY OR ANY GOVERNING ENTITY HAVING JURISDICTION OVER THE FINAL PLAT SHALL � � ("CFD") ) CONTACT: DAN MATTHEWS, P.E. HAVE THE RIGHT TO ENFORCE ALL NOTES SHOWN AND ASSOCIATED WITH THE FINAL PLAT ON L: z NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON PARCEL 15 DESIGNATED ON THIS PLAT FOR THE PURPOSE OF PUBLIC USE AND ENJOYMENT; COUNTY OF MARICOPA ) — O PROVIDED THAT THE CITY OF APACHE JUNCTION AND THE CFD SHALL HAVE NO OBLIGATION WHATSOEVER FOR INSTALLING, CONSTRUCTING, MAINTAINING, THE HOMEOWNERS ASSOCIATION OR ALL FUTURE OWNERS, ASSIGNS AND SUCCESSORS IN z T REPLACING, REPAIRING OR OPERATING SUCH PARCEL OR ANY IMPROVEMENTS OR LANDSCAPING WITHIN SUCH PARCEL, AND SHALL HAVE NO OBLIGATION FOR ANY THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20_, BY INTEREST AND/OR BENEFITING PROPERTIES. D T CLAIMS ARISING OUT OF ANY PRIVATE OR PUBLIC USE OF SUCH PARCEL, AND PROVIDED FURTHER THAT (1) OWNERS HEREBY EXPRESSLY RESERVES FROM THE $. SHOULD THE HOMEOWNERS'ASSOCIATION NOT PAY PROPERTY TAXES ON ANY PARCEL THEY z s FOREGOING GRANT OF EASEMENT, TOGETHER WITH THE RIGHT TO TRANSFER THE SAME, THE RIGHT TO ENTER UPON, USE AND IMPROVE SUCH PARCEL, INCLUDING THE OF D.R. HORTON,A DELAWARE CORPORATION, ON U BEHALF THEREOF. OWN WITHIN THE SUBDIVISION AT ANY TIME IN THE FUTURE AND LOSE THE PROPERTY O L1J Q THE RIGHT TO INSTALL, MAINTAIN, REPAIR AND REPLACE SUCH IMPROVEMENTS AS IT OR ITS SUCCESSOR OR ASSIGNEE MAY FROM TIME TO TIME DEEM DESIRABLE, THROUGH TAX FORECLOSURE OR FORFEITURE OR DISSOLVE, THE CITY OR THE GOVERNING U. SUBJECT ONLY TO ORDINARY APPROVALS BY THE CITY OF APACHE JUNCTION, WHICH ENTRY, USE AND IMPROVEMENTS SHALL NOT BE INCONSISTENT WITH, AND ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE PARCEL IS LOCATED, SHALL SHALL NOT UNREASONABLY INTERFERE WITH, THE FOREGOING EASEMENT, AND (II)ALL PERSONS AND ENTITIES EXERCISING THE FOREGOING EASEMENT RIGHTS NOTARY PUBLIC 0 ASSESS, LIEN, AND/OR COLLECT FROM ANY SUCCESSOR IN INTEREST AND/OR BENEFITING J SHALL AVOID ANY DAMAGE TO SUCH PARCEL AND ANY IMPROVEMENTS LOCATED AT ANY TIME THEREIN, AND THE FOREGOING EASEMENT IS GRANTED ON THE MY COMMISSION EXPIRES PROPERTIES THE COST OF MAINTENANCE OF ALL IMPROVEMENTS, DRAINAGE FACILITIES, T LANDSCAPING AND AMENITIES. CONDITION THAT ALL PERSONS AND ENTITIES EXERCISING SUCH EASEMENT RIGHTS, OTHER THAN THE CITY OF APACHE JUNCTION AND THE CFD, SHALL HOLD THE CITY OF APACHE JUNCTION HARMLESS FOR, FROM AND AGAINST ANY AND ALL DAMAGES, LIABILITIES OR EXPENSES WHICH MAY RESULT FROM THEIR EXERCISE OF T T THE FOREGOING EASEMENT RIGHTS. ACKNOWLEDGMENT 9. SIDEWALKS LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY THE n BLOSSOM ROCK COMMUNITY ALLIANCE UNLESS OTHERWISE SPECIFIED WITHIN THE W PARCELS 12 AND 14 ARE RESERVED FOR FUTURE SUBDIVISION AND/OR DEVELOPMENT. STATE OF ARIZONA ) MAINTENANCE AND/OR DEVELOPMENT AGREEMENTS BETWEEN THE CITY AND THE < j SS. DEVELOPER. (n IN WITNESS WHEREOF: COUNTY OF MARICOPA 10. THE CITY OF APACHE JUNCTION IS NOT RESPONSIBLE FOR AND WILL NOT ACCEPT THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT,AS OWNER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20 z _, BY MAINTENANCE OF ANY PRIVATE PARKS, DRAINAGE FACILITIES OR LANDSCAPED AREAS WITHIN O AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICER THIS LISA ATKINS, COMMISSIONER OF THE ARIZONA STATE LAND DEPARTMENT, STATE OF ARIZONA, ON BEHALF THEREOF. THE SUBDIVISION SHOWN HEREON. ALL TRACTS SHALL BE PRIVATELY OWNED AND u MAINTAINED. EXCEPT AS EXPRESSLY SET FORTH IN THE APPLICABLE DECLARATION OF ~ DAY OF 2022. NOTARY PUBLIC COVENANTS, CONDITIONS AND RESTRICTIONS (OR APPLICABLE SUPPLEMENTAL DECLARATION) WITH REGARD TO MAINTENANCE BY BLOSSOM ROCK COMMUNITY ALLIANCE, INC. OR BLOSSOM THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT MY COMMISSION EXPIRES ROCK RESIDENTIAL ASSOCIATION, INC., THE MAINTENANCE OF EASEMENT PREMISES SHOWN LL] ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A SUBDIVISION LOT OR PARCEL IS THE 0— ACKNOWLEDGMENT RESPONSIBILITY OF THE APPLICABLE LOT OR PARCEL OWNER, AND THE MAINTENANCE OF D BY: EASEMENT PREMISES SHOWN ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A TRACT U) LISA ATKINS, COMMISSIONER STATE OF ARIZONA IS THE RESPONSIBILITY OF THE TRACT OWNER. ) BROOKFIELD ASLD 8500, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, AS DEVELOPER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE ) SS. 11. PURSUANT TO SECTION 4.7.13.1 OF THE DEVELOPMENT AGREEMENT FOR SUPERSTITION VISTAS SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICERS THIS COUNTY OF MARICOPA ) BETWEEN THE CITY OF APACHE JUNCTION AND D.R. HORTON, INC., A DELAWARE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20_, BY CORPORATION, DATED OCTOBER 28, 2021 AND RECORDED AS FEE NO. 2021 140530, OFFICIAL DAY OF 2022. RECORDS OF PINAL COUNTY, ARIZONA, DEVELOPER, AND ITS SUCCESSORS AND ASSIGNS ,THE AND THE (WHICH MAY INCLUDE BLOSSOM ROCK COMMUNITY ALLIANCE, INC., OR BLOSSOM ROCK BROOKFIELD ASLD 8500, LLC, A DELAWARE LIMITED LIABILITY COMPANY RESIDENTIAL ASSOCIATION, INC.), SHALL MAINTAIN ANY AND ALL LANDSCAPING INSTALLED OF BROOKFIELD RESIDENTIAL(ARIZONA) LLC,A DELAWARE LIMITED LIABILITY COMPANY, WITHIN AND ADJACENT TO THE ROAD RIGHTS-OF-WAY WITHIN THE SUBDIVISION SHOWN ON BY: BROOKFIELD RESIDENTIAL (ARIZONA) LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS MANAGER IN ITS CAPACITY AS MANAGER OF BROOKFIELD ASLD 8500 LLC,A DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF THIS PLAT. THEREOF. BY: FLOODPLAIN INFORMATION NOTARY PUBLIC �p LANp SUBJECT PROPERTY LIES IN FLOOD ZONE "X"AND ZONE "A" PER FLOOD INSURANCE RATE MAP (FIRM) �Q' ���FICArF sG ITS: MY COMMISSION EXPIRES PANEL NO. 04021CO200E DATED DECEMBER 4, 2021. OTHER AREAS OF FLOOD HAZARD ZONE "X" IS C 23945 G DESCRIBED AS: "AREAS OF MINIMAL FLOOD HAZARD." SPECIAL FLOOD HAZARD AREA ZONE "A" IS BRIAN J. �`l APPROVALS BY: DESCRIBED "WITHOUT BASE FLOOD ELEVATION". a� DIEHL,,,`s 61s. ned ITS: THIS FINAL PLAT HAS BEEN CHECKED FOR CONFORMANCE WITH THE REQUIREMENTS OF THE LAND AREAS WITHIN ZONE "A"WILL BE REMOVED UPON APPROVED LOMR APPLICATION. A,U. P DEVELOPMENT CODE AND ANY OTHER APPLICABLE ORDINANCE AND REGULATIONS AND THAT ASSURANCES WILL BE PROVIDED PRIOR TO APPROVAL OF ALL RELATED IMPROVEMENT PLANS. D.R. HORTON, A DELAWARE CORPORATION, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE ATTESTED BY THE CERTIFICATION Ex Es 9-30-23 SIGNATURE OF THE UNDERSIGNED OFFICER THIS I, BRIAN J. DIEHL, OF WOOD, PATEL&ASSOCIATES, INC. HEREBY CERTIFY THAT THIS PLAT IS A CORRECT CHECKED BY DEVELOPMENT SERVICES PRINCIPAL ENGINEER DATE REPRESENTATION OF ALL THE EXTERIOR BOUNDARIES OF LAND SURVEYED AND THE SUBDIVISION OF IT; BJD DAY OF 2022. THAT I HAVE PREPARED THE DESCRIPTION OF THE LAND SHOWN ON THE PLAT AND I HEREBY CERTIFY LL CAD TECHNICIAN TO ITS CORRECTNESS AND THAT ALL MONUMENTS ARE SET OR WILL BE SET WITHIN ONE (1)YEAR APPROVED BY THE COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA THIS DAY OF N ALE JKP AFTER COEDATION. NTS D.R. HORTON, A DELAWARE CORPORATION z DATE , 20_. AND THE CITY COUNCIL ACCEPTS THE RIGHTS-OF-WAY DEDICATED HEREIN 7/5/2022 BY: ON BEHALF OF THE PUBLIC. THE SUBDIVIDER HAS PROVIDED A CERTIFICATE OF ASSURED WATER SUPPLY � JOB NUMBER AS REQUIRED BY ARIZONA REVISED STATUTES 45.576 OR EVIDENCE THAT THE AREA HAS BEEN DESIGNATED B N . DIEHL N WP#215284.02 CD ITS: BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY. REGISTERED LAND SURVEYOR #23945 SHEET WOOD, PATEL&ASSOCIATES, INC. CC 1 OF 5 BY: ATTEST: 1630 SOUTH STAPLEY DRIVE, SUITE 219 0 MAYOR CITY CLERK MESA, ARIZONA 85204 N NORTHEAST CORNER SECTION 19& NORTHWEST CORNER SECTION 20, T1 S, R8E FD 3" PW DEPT BCH / CV d- C14 / W � LO MIM C-4 / o Wood,Patel&Associates, Inc. o) Cl) Civil Engineering Water Resources Land Survey UNSUBDIVIDED Construction Management STATE OF ARIZONA / 602.335.8500 APN 104070090 www.woodpatel.com EXISTING ZONING: MPC I EAST QUARTER CORNER SECTION 19& WEST QUARTER CORNER I DESCRIPTION SECTION 20,T1S, R8E FD 3" PCHD BCH I A PORTION OF SECTIONS 19 AND 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, PINAL COUNTY,ARIZONA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: I BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 20, ALSO BEING THE SOUTHEAST CORNER OF SAID SECTION 19, A 3-INCH PINAL COUNTY HIGHWAY DEPARTMENT (PCHD) BRASS CAP IN HANDHOLE, FROM WHICH THE I I SHEET 5 W WEST QUARTER CORNER OF SAID SECTION 20, A 3-INCH PCHD BRASS CAP IN HANDHOLE, BEARS NORTH 00°17'01" U) WEST(BASIS OF BEARING),A DISTANCE OF 2640.28 FEET; Q THENCE ALONG THE SOUTH LINE OF SAID SECTION 19, SOUTH 89044'56"WEST,A DISTANCE OF 100.04 FEET; I _ THENCE LEAVING SAID SOUTH LINE, NORTH 00015'04" WEST, A DISTANCE OF 65.00 FEET, TO THE NORTH LINE OF THE n SOUTH 65 FEET OF SAID SECTION 19; / 1 THENCE ALONG SAID NORTH LINE, NORTH 89044'56" EAST,A DISTANCE OF 5.00 FEET; I LJJ THENCE LEAVING SAID NORTH LINE, NORTH 44043'58" EAST, A DISTANCE OF 28.28 FEET, TO THE WEST LINE OF THE EAST 75 FEET OF SAID SECTION 19; THENCE ALONG SAID WEST LINE, NORTH 00-17-01"WEST,A DISTANCE OF 544.96 FEET; ' / M THENCE LEAVING SAID WEST LINE, NORTH 89042'59" EAST, A DISTANCE OF 10.00 FEET, TO THE WEST LINE OF THE r) EAST 65 FEET OF SAID SECTION 19; I THENCE ALONG SAID WEST LINE, NORTH 00017'01"WEST,A DISTANCE OF 1946.22 FEET; I LEGEND O THENCE LEAVING SAID WEST LINE, NORTH 45017'01"WEST,A DISTANCE OF 28.28 FEET; I w Q CORNER OF THIS SUBDIVISION 0 THENCE SOUTH 89042'59"WEST,A DISTANCE OF 13.00 FEET; --''� / SET MONUMENT W/RLS TAG OR CAP M Z THENCE NORTH 00017'28"WEST,A DISTANCE OF 55.00 FEET; APPROXIMATE UNLESS OTHERWISE NOTED O THENCE NORTH 89042-59"EAST,A DISTANCE OF 3.01 FEET; I Q (I FLOOD ZONE X �'"� O SURVEY MONUMENT FOUND AS NOTED (Z'' THENCE NORTH 44042'42" EAST,A DISTANCE OF 42.42 FEET,TO SAID WEST LINE OF THE EAST 65 FEET OF SECTION 19; LIMIT - � PARCEL 15 OO CENTERLINE MONUMENTATION -SET BRASS CAP THENCE ALONG SAID WEST LINE, NORTH 00017'35"WEST,A DISTANCE OF 215.92 FEET; I O I FLUSH UPON COMPLETION OF PROJECT PER MAG N THENCE LEAVING SAID WEST LINE, NORTH 89042'25" EAST, A DISTANCE OF 65.00 FEET, TO THE EAST LINE OF SAID / STANDARD DETAIL 120-1, TYPE "B" z SECTION 19; 0 THENCE ALONG SAID EAST LINE, SOUTH 00-17-35" EAST,A DISTANCE OF 203.92 FEET; APN ASSESSOR PARCEL NUMBER Q z THENCE LEAVING SAID EAST LINE, NORTH 89042'25" EAST, A DISTANCE OF 73.00 FEET, TO THE EAST LINE OF THE UNSUBDIVIDED ( UNSUBDIVIDED /' BC BRASS CAP � o Of WEST 73 FEET OF SAID SECTION 20; STATE OF ARIZONA APN 104070090 O (' FLOOD ZONE A STATE OF ARIZONA APPROXIMATE BCH BRASS CAP IN HANDHOLE Q / THENCE ALONG SAID EAST LINE, SOUTH 00017'35" EAST,A DISTANCE OF 52.97 FEET, TO THE EAST-WEST MID-SECTION I � � � DEPT DEPARTMENT � z ►-� - LINE OF SAID SECTION 20; EXISTING ZONING: MPC LIMIT APN 104070090 o / FD FOUND �� z THENCE LEAVING SAID MID-SECTION LINE, SOUTH 00017'01" EAST,A DISTANCE OF 6.19 FEET; I EXISTING ZONING: MPC ,/ FP1 FINAL PLAT FOR INFRASTRUCTURE FOR D z THENCE LEAVING SAID EAST LINE, NORTH 89042'59" EAST,A DISTANCE OF 181.08 FEET; SHEET 4 / SUPERSTITION VISTAS DEVELOPMENT UNIT 2 W THENCE SOUTH 00017-01" EAST, A DISTANCE OF 125.46 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT APPROXIMATE ( RAY AVENUE- PHASE 1, RECORDED IN FEE z = CURVE; FLOOD ZONE A ( /� 0 - CL LLI THENCE SOUTHERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE LIMIT I APPROXIMATE PCR SOUTHEASTERLY, WHOSE RADIUS BEARS SOUTH 17044'28" EAST, THROUGH A CENTRAL ANGLE OF 72032'33", A FLOOD ZONE 0 A DISTANCE OF 12.66 FEET,TO THE CURVES END; I ao �. -'�/ GLO GENERAL LAND OFFICE THENCE SOUTH 00017'01"EAST,A DISTANCE OF 294.00 FEET,TO THE BEGINNING OF A CURVE; o Cr) I LIMIT PCHD PINAL COUNTY HIGHWAY DEPARTMENT J THENCE SOUTHERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE EASTERLY, N Q I �/ PCR PINAL COUNTY RECORDS LLj THROUGH A CENTRAL ANGLE OF 72032'33", A DISTANCE OF 12.66 FEET, TO A POINT OF INTERSECTION WITH A / ( 3:m / POB POINT OF BEGINNING W NON-TANGENT LINE; APPROXIMATE � I( PUFE PUBLIC UTILITY AND FACILITY EASEMENT LU THENCE SOUTH 00017'01"EAST,A DISTANCE OF 249.46 FEET; FLOOD ZONE X o� �- APPROXIMATE PW PUBLIC WORKS THENCE SOUTH 45017'01" EAST, A DISTANCE OF 5.56 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT LIMIT I o¢ ( FLOOD ZONE X RW RIGHT-OF-WAY CURVE; z CO / LIMIT SVT SIGHT VEHICULAR TRIANGLE THENCE SOUTHERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE ( ' BOUNDARY LINE U) SOUTHEASTERLY,THROUGH A CENTRAL ANGLE OF 45000'00",A DISTANCE OF 7.85 FEET,TO THE CURVES END; / PARCEL LINE < > THENCE SOUTH 00 17 01 EAST,A DISTANCE OF 576.00 FEET,TO THE BEGINNING OF A CURVE; I THENCE SOUTHERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE EASTERLY, - - SECTION LINE z THROUGH A CENTRAL ANGLE OF 45000'00", A DISTANCE OF 7.85 FEET, TO A POINT OF INTERSECTION WITH A / (I - - RIGHT-OF-WAY LINE u O NON-TANGENT LINE; I PARCEL 1.4 - - - - EASEMENT LINE AS NOTED ~ THENCE SOUTH 44042'59"WEST,A DISTANCE OF 14.85 FEET; (� F__ U) THENCE SOUTH 00°17'01"EAST,A DISTANCE OF 147.43 FEET; / THENCE NORTH 89042'59"EAST,A DISTANCE OF 787.91 FEET; I � APPROXIMATE THENCE SOUTH 00017'01"EAST,A DISTANCE OF 109.50 FEET; FLOOD ZONE A PARCEL 12 0- THENCE SOUTH 00011'42"EAST,A DISTANCE OF 270.50 FEET; LIMIT I I I THENCE SOUTH 89042'59" WEST, A DISTANCE OF 970.00 FEET, TO THE EAST LINE OF THE WEST 65 FEET OF SAID 0- SECTION 20; THENCE ALONG SAID EAST LINE, SOUTH 00017'01" EAST,A DISTANCE OF 719.20 FEET,TO THE NORTH RIGHT-OF-WAY I LINE OF RAY AVENUE, RECORDED IN FEE PINAL COUNTY RECORDS (PCR); I THENCE LEAVING SAID EAST LINE, ALONG SAID NORTH RIGHT-OF-WAY LINE, SOUTH 89042'59" WEST, A DISTANCE OF APPROXIMATE 65.00 FEET,TO THE NORTHWEST CORNER OF SAID RAY AVENUE RIGHT-OF-WAY; FLOOD ZONE X THENCE LEAVING SAID NORTH RIGHT-OF-WAY LINE, ALONG THE WEST RIGHT-OF-WAY LINE OF SAID RAY AVENUE, LIMIT I SOUTH 00017'01" EAST,A DISTANCE OF 94.90 FEET,TO THE POINT OF BEGINNING. I I ' I LAND ISHEET 3 I � tcarFti `rG PARCEL 13 PARCEL 11 _cO `' 23945rn ° �G I I PER FP PER FP 0 BRIAN J. titi < DIEHL,�o`�. � ned A,U P I ( EX ES 9-30-23 I CHECKED BY BJD I LL CAD TECHNICIAN co JKP ALE 1 150' RAY AVENUE FEE PCR DATE 7/5/2022 2540.92' _ . _ . ' � JOB NUMBER N WP#215284.02 S89°44'56"W 2640.96' S89048'18"W 2643.78' N 0 150 3OO SOUTH QUARTER CORNER SOUTHEAST CORNER SECTION 19& SOUTH QUARTER CORNER SECTION 20,T1S, R8E Y SHEET SECTION 19,T1S, R8E UNSUBDIVIDED SOUTHWEST CORNER SECTION 20, T1S, R8E APN 104077060 STATE OF ARIZONA FD 3" PCHD BCH EXISTING ZONING: MPC FD 21/2"GLO BC o 2 OF cJ HOCZ. 1 ICI. = 150 ft. FD 2 1I2 GLO BC POB N 0 m N MATCH SHEET 4 N 7 TEMPORARY DRAINAGE I_ I W N EASEMENT o 0 o W DEDICATED HEREON o EL26 PARCEL 14 g EL27 S89 42 59 W 182.50 z I I I ( S89°42'59"W 116.50' I I I I o Wood,Patel&Associates, Inc. PARCEL 12 / °cam° o Civil Engineering `�' N UNSUBDIVIDED Water Resources I ( Survey L6 ( o �u STATE OF ARIZONA Condstr cton Management N I I00 APN 104070090 g APPROXIMATE / W o N EXISTING ZONING: MPC 602.335.8500 o TEMPORARY ° FLOOD ZONE A I o l o z w o LIMIT ( I r DRAINAGE Io oN 0 co EASEMENT o cn www.woodpatel.com d I U DEDICATED o HEREON con I I II 8 PUFE 0 0 APPROXIMATE I FLOOD ZONE X LIMIT ( I EL20 I I III , EL21 EL19 65' RW ( EL22 I I EL18 S89042'59"W 970.00' LILI I I I I I I = I_ s PUFE LINE TABLE o- ( W PER FP1 I LINE BEARING DISTANCE Q ( I ( '"°L1 N0015'04W 65.00 I L� M IQ � o ,z L2 N89044'56"E 5.00' r) I I I I mi I H o L3 N44°43.58 E 28.28 0¢ Uj I V ! ( ( ( Q L4 N89042'59"E 10.00, O 0- = Z z U- o ry n L5 N45°17'01"W 28.28' L4 ( o L6 S89042'59"W 13.00' I Q Io z N N Q I I I � L7 N00017'28"W 55.00' Z Q wUj N I0- PARCEL 13 ° PARCEL 11 Q 0 o O ( ( ( L8 N89 42 59 E 3.01 I 0- U) PER FP1 PER FP1Of UNSUBDIVIDED CD L9 N440 42 42 E 42.42 z STATE OF ARIZONA I I z m - o APN 104070090 , , L10 N89042'25"E 65.00' z EXISTING ZONING: MPC 75' RW 65' RW 37' RW 27' RW L11 N89042'25"E 73.00' z , FEE 2076344, I I I I EE 2 0- PCR PCR76344, L12 S00°1T35"E 52.9T 0W� I L13 S00017'01"E 6.19' ('�' 0- Q 33 RW I Q I I I I FEE 2 PCR76344, L14 S45017'01"E 5.56' PARCEL AREA TABLE W L15 S44042'59"W 14.85' I > Lij AREA n 33' RW ( o L16 S89042'59"W 65.00' NAME SQUARE FEET AREA ACRES USE FEE 2008-076344, I ''' L17 S00017'35"E 52.97' I Q PCR PARCEL 12 341,327 7.8358 FUTURE DEVELOPMENT o PARCEL 14 27,376 0.6285 FUTURE DEVELOPMENT 17' PUFE z0 I CD U EASEMENT LINE TABLE PARCEL 15 270,216 6.2033 FUTURE PARK PER FP1 O zo I I I I I u F- LINE BEARING DISTANCE d- d- I I I I EL18 N00017'01"W 1.00, I W o ( ( ( ( EL19 N89042'59"E 36.80' CURVE TABLE ° CD I I I I I EL20 N44031'21"E 9.57' CURVE DELTA RADIUS ARC CHORD BEARING CHORD EL21 N01°23'37"W 2.71' ( I ( ( ( C1 72032'33" 10.00' 12.66' S35059'16"W 11.83' I EL22 S89°42'59"W 73.00' ° ° I I I I I C2 72 32 33 10.00 12.66 S36 3317E 11.83 EL23 S00017'01"E 149.00' C3 45000'00" 10.00' 7.85' S22012'59"W 7.65' I I I I I I 8' PUFE EL24 N44°42'59"E 9.90' C4 45000'00" 10.00, 7.85' S22047'01"E 7.65' PER FP1 EL25 S00017'01"E 134.00' II I I EL26 S450 17'01"E 11.31' I EL27 S89042'59"W 67.14' I L A ND I I I I ��Q'����FtcarFti `rG 23945 rn BRIAN J. O� DIEHL fe s. ned P TEMPORARY DRAINAGE EASEMENT A' LU PER FP1 TEMPORARY DRAINAGE EASEMENT ZD U- PER FP1 W 0- ( EX ES 9-30-23 5� �� I SVT PER FP1 �- u' u- °° °� _ _ _ _ _ 00 � L16 CHECKED BY Horz. 1 in. = 50ft. L2 �� �- - - - - - - - - - - - - - - - -- - � _ _ _ _ - - - - - - _ � � BJD - - - - - - - - - - � - - LL CAD TECHNICIAN co JKP o ( ALE 6' 1" = 50' RAY AVENUE 2.: DATE FEE PCR 7/5/2022 JOB NUMBER 2540.92' 100.04' .�L N N WP#215284.02 S89044'56"W 2640.96' SOUTHEAST CORNER SECTION 19& S89°48'18"W 2643.78' 0 SHEET UNSUBDIVIDED APN 104077060 Of SOUTH QUARTER CORNER SECTION 19,T1S, R8E SOUTHWEST CORNER SECTION 20,T1S, R8E EXISTING ZONING: MPC SOUTH QUARTER CORNER SECTION 20,T1S, R8E o 3 OF 5FD 2 1/2 GLO BC STATE OF ARIZONA FD 3 PCHD BCH FD 2 1/2"GLO BC POB N MATCH SHEET 5 I I I I I I I I I II Wood,Patel&Associates, Inc. N Civil Engineering IWater Resources I w / Land Survey I I $� o / Construction Management O o / 602.335.8500 I I I I I � ,- cn www.woodpatel.com I I L14 /J I I I I I C3 PARCEL 1.5 -17 n ILLJ LIJ > 0 65'iRW 65' RW ( I / I I I H o o APPROXIMATE / UNSUBDIVIDED ( I FLOOD ZONE X �/ z W 0 STATE OF ARIZONA I ( o z I I ( I LIMIT / (� APN 104070090 ( I N Q I I ( CV EXISTING ZONING: MPC ( C ' m / co �IoO 00 I o Z Q Sri / co Q cu . o CO I MI6, / Q o I 04 z °a° uU ( APPROXIMATE w , FLOOD ZONE A / z o I LIMIT o UNSUBDIVIDED / z z STATE OF ARIZONA I APN 104070090 / n/ o EXISTING ZONING: MPC / li z r CD � I I III '� I � ¢ Q I I I U. 0- I I g l 11I � a- U) 22' RW I 27 RW Q FEE 2008-076 444, FEE 2008-076344, i " U)_ PCR I I PCR Q i >33' RW '' iZ z FEE 2008-076344, u O PCR F- 33' RW FEE 2008-076344, �- PCR I I I I APPROXIMATE FLOOD ZONE A U) LIMIT / I I / APPROXIMATE FLOOD ZONE X C4 LIMIT III L15 I I • I I I � BANo�FICArP sG I I III d _ O CO V23945�� �O �G rn BR J / C) a� DIEHL �o`°� 0 N I I I I fPs ned• A U. 9-30-23 N89042'59"E 182.50' N89042'59"E 787.91' I 66.14' /I ( EL24 0 CHECKED BY I. 8 PUFE TEMPORARY DRAINAGE o BJD O 50 100 o EASEMENT w CAD TECHNICIAN JKP (o 's = - ALE • I ( DEDICATED HEREON = M N 1 50 J W o PARCEL 12 Horz. 1 in. = 50 ft. I I I I I 0 � DATE 715I2022 co PARCEL 14 z "' JOB NUMBER N WP#215284.02 Y. SHEET M TEMPORARY DRAINAGE MATCHSKEET 3 cc 0 4 OF 5 0 m N III NORTHEAST CORNER SECTION 19& Wood,Patel&Associates, Inc. NORTHWEST CORNER SECTION 20, T1S, R8E Civil Engineering FD 3" PW DEPT BCH Water Resources Land Survey Construction Management 602.335.8500 1 www.woodpatel.com ( i � 17' RW _ FEE 2008-076344, 37' RW I 1 I I PCR 33' RW -I FEE 2008-076344, FEE 2008-076344, PCR ( PCR I I 1 33' RW I IT— FEE 2008-076344, I � I I W PCR 1 • � I Q I � _ N I I n M I M I W N UU > Io L10 I ( ( UNSUBDIVIDED I STATE OF ARIZONA � O APN 104070090 EXISTING ZONING: MPC OV 0 z 65 RW 1 IN r M M I Q zZ o I 1 w/ Q o z 1 I I I u- � z EAST QUARTER CORNER SECTION 19& o WEST QUARTER CORNER SECTION 20, T1 S, R8E I I 1 z z FD 3 PCHD BCH I I ( D DC W O W ¢ 1 � � IL11 U. �- - 65.00' � 8.00' J L8 �°� � I04 I � J J w J Lq (16.55' L13 N89042'59"E 181.08' N S89042'59"W 98.00' Q N I N 1Z � I W O z L 6 I I ( 8_ ' PUFF um L5 I ( IO UNSUBDIVIDED `n STATE OF ARIZONALU APN 104070090 65' RW ( 65' RW I �- EXISTING ZONING: MPC 1 1 11 C1 co I I IZO INQ w � N 1 I � m I 10 NI O0 I I 0 ()o 1` � CD NlzmCD .._,. a, UNSUBDIVIDED CD o f I 1 1 1 PARCEL 15 W STATE OF ARIZONA I APN 104070090 �o AND z 1 I ( ( ( r- EXISTING ZONING: MPC ��FtCarF I ��,� o ti `rG `l 22' RW Q� 1"' ' FEE 2008-076344, � BRIAN J. 23945`' \T FEE 20PCR76344, I I 00 I i ( PCR � a�f DIEHL,�o`°. � 33' RW P S nea....' i A FEE 2008-076344, U P PCR • � ( I EX ES 9-30-23 33' RW f FEE 2008-076344, ( I I I ( CHECKED BY PCR ( BJD LL CAD TECHNICIAN 0 50 100 I I I ( I JKP ALE 1 1 1 1" = 50' DATE Horz. 1 in. = 50 ft. I I ( ( ( C2 1 7/5/2022 co JOB NUMBER =1 = =m6 m I= .Im 1- I- = = � _ � � � � _ _ _ _ _ � � � � � _ � � _ _ _ _ _ � � � � � _ � _ � _ _ _ � _ � _ � � � � � _ � � _ _ _ _ � � CDW P#215284.02 Y SHEET MATCH SHEET 4 cc E 5 OF 5 0 _o m N City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 14. File ID: 22-433 Sponsor: Chip Wilson Agenda Date:7/19/2022 Index: In Control: City Council Meeting Brief summary of intergovernmental updates from mayor and councilmembers. City of Apache Junction,Arizona Page 1 Printed on 711412022 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 15. File ID: 22-429 Sponsor: Matt Busby Agenda Date:7/19/2022 Index: In Control: City Council Meeting City Manager's Report. City of Apache Junction,Arizona Page 1 Printed on 711412022 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 16. File ID: 22-417 Sponsor: Matt Busby Agenda Date:7/19/2022 Index: In Control: City Council Meeting Presentation and discussion with Pinal County District 5 Supervisor Jeff Serdy. City of Apache Junction,Arizona Page 1 Printed on 711412022 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 17. File ID: 22-428 Sponsor:Al Bravo Agenda Date:7/19/2022 Index: In Control: City Council Meeting Announcement of current events. City of Apache Junction,Arizona Page 1 Printed on 711412022 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 18. File ID: 22-420 Sponsor:Jennifer Pena Agenda Date:7/19/2022 Index: In Control: City Council Meeting Consideration of application for an interim permit and new Series 10 Beer and Wine Store liquor license for Apache Marketplace located at 420 N. Apache Trail. The next step in the process is for the 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 711412022 CityApacheof Junction 300 East Superstition Boulevard • Apache Junction, Arizona 85119 •www.ajcity.net JUNE 30, 2022 MEMORANDUM TO: HONORABLE MAYOR AND CITY COUNCIL THROUGH: BRYANT POWELL, CITY MANAGER JENNIFER PENA, CITY CLERK FROM: EVIE MCKINNEY, DEPUTY CITY CLERK SUBJECT: APPLICATION FOR A SERIES 10 BEER &WINE STORE LIQUOR LICENSE FOR APACHE MARKETPLACE An application for a Series 10 beer and wine store liquor license has been submitted by Vishal Goel for Apache Marketplace located at 420 N. Apache Trail in Apache Junction, AZ 85120. The Arizona Department of Liquor Licenses and Control received the application on June 8, 2022 and the Apache Junction City Clerk's Office received the application on June 13, 2022. The notice of public hearing was posted at the premises on June 20, 2022. 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 compliance matters have been received from the Apache Junction Police Department, Building and Safety Division, Planning and Zoning Department, 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 recommendation 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 filing of the application, therefore must be done by August 8, 2022. Home of the Superstition Mountains State of Arizona Department of Liquor Licenses and Control Created 06/08/2022 @ 10:29:50 AM Local Goveming Body Report LICENSE Number: Type: 010 BEER AND WINE STORE Name: APACHE MARKETPLACE State: Pending Issue Date: Expiration Date: Original Issue Date: Location: 420 N APACHE TRAIL APACHE JUNCTION,AZ 85120 USA Mailing Address: 6814 E EVANS DRIVE SCOTTSDALE,AZ 85254 USA Phone: (480)288-6666 Alt. Phone: (201)316-6097 Email: VISHGOAL@GMAIL.COM AGENT Name: VISHAL GOEL Gender-, Male Correspondence Address: 6914 E EVANS DRIVE SCOTTSDALE ,AZ 85254 USA Phone, (480)288-6666 Alt, Phone: (201)316-6097 Email: VISHGOAL@GMAIL.COM OWNER Name: VM ENERGY LLC Contact Name: VISHAL GOEL TN pc; LIMITED LIABILITY CO PAW AZ CC File Number: 23328706 State ofincoipoianon- A/ Incorporation Date: 03/21/2022 Conespondence Address: 6814 E EVANS DRIVE SCOTTSDALE.AZ 85254 USA Phone: (201)316-6097 Alt, 1:'honc: VISHGOEL(riGMAlL.CO'%,l Officers/Stockholders of") Name: Title: %Interest: VISHAL GOEL Member 100.00 Member Name: VISHAL GOEL Gender: Male Correspondence Address: 6814 E EVAS DRIVE SCOTTSDALE,AZ 85254 USA Phone: (480)288-6666 Alt.Phone: (201)316-6097 Email: VISGOALGAIL.CO ZTr s 1 hex8 Paine 2 of 3 APPLICATION INFORMATION Application Number: 199311 Application Type: New Application Created Date: 06/03/2022 QUESTIONS & ANSWERS 010 Beer and Wine Store I Are you applying for an Interim Permit(INP)? Yes A Document of type INTERIM PERMIT(INP)NOTARY PAGE is required. 2) Provide name,address,and distance of nearest school and church. (If less than one(1)mile note footage) APACHE TRAIL HIGH SCHOOL 945 APACHE TRAIL APACHE JUNCTION,AZ 85120 3,440 FT ROCK CHURCH 555 W APACHE TRAIL APACHE JUNCTION,AZ 85120 2,764 FT 3) Are you one of the following?Please indicate below. Property Tenant Subtenant Property Owner Property Purchaser Property Management Company PROPERTY OWNER 4) Is there a penalty if lease is not fulfilled? No 5) Is the Business located within the incorporated limits of the city or town or which it is located? Yes 6) What is the total money borrowed for the business not including the lease'? Please list each amount owed to lenders/individuals. CELTIC BANK 268 STATE ST#300 SALT LAKE CITY, UT 841 1 1 S 1,275.000.00 7) Are there walk-up or drive-through windows on the premises? No 8) Does the establishment have a patio? No 9) Is your licensed premises now closed due to construction,renovation oi rcdcoun or rcbuild" No ZT3 I 7wd ZZ,CT NIT" Pace 3 of3 State of Arizona Department of Liquor Licenses and Control Created 06/08/2022 @ 10:30:05 AM Local Governing Body Report LICENSE Number: INP010018972 Type: INP INTERIM PERMIT Name: APACHE MARKETPLACE State: Active Issue Date: 06/08/2022 Expiration Date: 09/21/2022 Original Issue Date: 06/08/2022 Location: 420 N APACHE TRAIL APACHE JUNCTION,AZ 85120 USA Mailing Address: 6814 E EVANS DRIVE SCOTTSDALE,AZ 85254 USA Phone: (480)288-6666 Alt.Phone: (201)316-6097 Email: VISHGOAL@GMAIL.COM AGENT Name: VISHAL GOEL Gender: Male Correspondence Address: 6814 E EVANS DRIVE SCOTTSDALE ,AZ 85254 USA Phone: (480)288-6666 Alt. Phone: (201)316-6097 Eniad: VISHGOAU,qGMAIL.COM OWNER Name: VM ENERGY LLC Contact Name: VISHAL GOEL Type: LIMITED LIABILITY COMPANY AZ CC File Number: 23328706 State of Incorporation A/ Incorporation Date: 03/2 1/2022 Correspondence Address: 6814 E EVANS DRIVE SCOTTSDALE .AZ 85254 USA ZT37H'd ZZ,CT Npr Phone: (201)316-6097 30IJAO &)1d313 KID Alt Phone: F'lllall: VISHGOLl.wGMAIL.COM Officers/Stockholders Paue I of'2 Name: Title: Interest: VISHAL GOEL Member 100.00 VM ENERGY LLC - Member Name: VISHAL GOEL Gender: Male Correspondence Address: 6814 E EVANS DRIVE SCOTTSDALE,AZ 85254 USA Phone: (480)288-6666 Alt.Phone: (201)316-6097 Email: VISHGOAL@GMAIL.COM APPLICATION INFORMATION Application Number: 199312 Application Type: New Application Created Date: 06/03/2022 Q UESTIONS & ANSWERS INP Interim Permit I Enter License Number currently at location 010110012242 2) Is the license currently in use? Yes 3) Will you please submit section 5,page 6,of the license application when you reach the upload page? Yes A Document of type INTERIM NOTARY PAGE is required. CT:pHd ZZ,6T NfIr &AB-13 h110 Pace 2 of 2 SERIES 10 BEER AND WINE STORE This non-transferable, off-sale retail privileges liquor license allows a retail store to sell beer and wine (no other spirituous liquors), only in the original unbroken package, to be taken away from the premises of the retailer and consumed off the premises. A retailer with off-sale privileges may deliver spirituous liquor off of the licensed premises in connection with a retail sale. Payment must be made no later than the time of delivery. Series 10 (beer and wine store) licensees and applicants may apply for unlimited sampling privileges by completing the Sampling Privileges form. Internet Sales & Residential Shipping. The beer and wine store (series 10) license may fill and sell "growlers". Reference A.R.S. § 4-244(32). Series 10 (beer and wine store) license applicants may apply for unlimited sampling privileges by completing the Sampling Privileges form. The Sampling Privileges form will require approval from local governing bodies; therefore the 105-day issuance tim era me will apply. Upon approval of Sampling Privileges, a new license with a "series 10S" designation will be issued to the licensee for display in a conspicuous, public area. The "series 10S" sampling privileges are not transferrable. Upon owner or location transfer of a series 10 (beer and wine store) license, all sampling privileges cease and the new owner of the series 10 (beer and wine store) license must apply for sampling privileges. "Series 10S" (beer and wine store with sampling privileges) licensees are required to comply with sampling regulations detailed in A.R.S.A§4- 206.01(l), 1 - 8. All other sampling may be conducted upon approval of a DLLC Sampling Request form, and compliance with A.R.S.A§4-243(B) and R19-1-228 is required. Reference A.R.S.A§4-206.01(l) Application Average Approval Time: Sixty-five 5 to one-hundred five (105) days. Period of Issuance: One 1) year with option to renew. Non-refundable application fee: 100m Fingerprint fee per card: °,Finger Print Services Interim Permit fee: 1 0 Fees Due Upon Approval: Finial fee (full year): $1,550m Finial fees:(half year); $1,525.00 Annual renewal fee (includes surcharge): $120.00 Page I of 2 Evie: The developed property at 420 N. Apache Trail is properly zoned B-3 for a gas station/convenience store with beer and wine sales. The property has historically been used as such for many years. The Planning Division has no objections to this new liquor license request. Thank You, c&4 ;5?uivias Development Services Director City of Apache Junction 300 E. Superstition Blvd. Apache Junction, AZ 85119 480-474-2645 L�esquivias@apacjlejunctionaz -_ v ao (Development Services Department office hours: Monday through Thursday from 7:00am to 6:00pm, closed Fridays and Holidays. ) From:Tina Gerola<tina.gerola@sfmd.az.gov> Sent: Monday,June 20, 2022 7:27 AM To:Yvette McKinney<mckinney@apachejunctionaz.gov>;Thomas Parker<tparker@apachejunctionaz.gov>; Rudy Esquivias<resquivias@apachejunctionaz.gov>;Adrian Alegria<aalegria@apachejunctionaz.gov> Cc:Jennifer Pena <jpena@apachejunctionaz.gov>; Richard Mooney<richard.mooney@sfmd.az.gov> Subject: RE: [External] New Liquor License Applications-Apache Marketplace Series 10 Beer and Wine Good morning. The SFMD recommends approval of this liquor license application. Thank you. Tina Gerola I Fire Inspector Community is Reduction Specialist Superstition Fire &Medical District Office 1 (480) 982-4440 ext. 104 Ito Mobile 1 (480)416-9775 Office Hours I Monday-Thursday from 7am-6pm Website I sfpLd.aZ.,&ov Connect with us! 000000 From:Yvette McKinney<mckinney@apachejunctionqz ov> Sent:Thursday,June 16, 2022 6:13 PM To:Thomas Parker<tparker@apachejunctionaz.gov>; Rudy Esquivias<resgiuivias@apaclhe,unction2L.gov>; mhtml:file:HC:\Users\dmccollum\AppData\Local\Microsoft\Windows\lNetCache\Content.... 7/13/2022 Page 2 of 2 Adrian Alegria <aale ria a acheilunctionaz. ov>;Tina Gerola<tina. erola sfmd,az. ov> Cc:Jennifer Pena <ipenaapachejunctionaz,gov> Subject: New Liquor License Applications-Apache Marketplace Series 10 Beer and Wine CAUTION:This email originated from outside your organization. Exercise caution when opening attachments or clicking links,especially from unknown senders. The City Clerk's office has received the attached Series 10—Beer and Wine- liquor license application. Please conduct your safety, security,ADA compliance and other inspections and submit your department recommendations to me by Thursday,June 30, 2022, in order for this item to be on the July 19, 2022, City Council meeting. Thank you, Evie McKinney Deputy City Clerk mckinneyapacherrctionaze ov (480)474-5061 City Of Apache Junction 300 E. Superstition Blvd, Building C Apache Junction, AZ 85119 City Half flours of Operation 7AM - 6P , Monday through Thursday, closed Fridays. This message and the information within is intended for the recipient. If you received this email in error, please notify the sender and then delete the email. Emails generated by council members or City staff pertaining to City business are public records and are preserved according to the City's records retention schedule.To ensure compliance with the Open Meeting Law, members of the City Council should not forward email correspondence to other members of the Council. Members of the Council and other public bodies may reply to this message, but should not copy other members of the public body. mhtml:file:HC:\Users\dmccollum\AppData\Local\Microsoft\Windows\INetCache\Content.... 7/13/2022 Page lof2 Good morning. The SFMD recommends approval of this liquor license application. Thank you. Tina GeroNa | Fire Inspector ~~°^^"^`=^=~y Risk Reduction Specialist Superstition Fire &Medical District Office l /4@(A902-444O ext. 1O4 Mobile 1 (480) 416-9775 Office Hours | Monday-Thursday from 7ano-hpzu Webmibe ! Connect with us! 000000 From:Yvette McKinney<moWnney@apachejuncbonaa.8ov> Sent:Thursday,June 16, 302Z6:13PM To:Thomas Parker<tparker@apachejunctionaz.gov>; Rudy Esquivias<resquivias@apachejunctionaz.gov>; AdrianA|egria xaa|e8ria@apaohejunctionaz.govx;Tina Gernia^tina.Aern|a0Dsfmd.az.8nv> Cc:Jennifer Pena "jpena@apacheiunotionaz.&ov> Subject: New Liquor License Applications Apache Marketplace Series 10 Beer and Wine CAUTION:This email originated from outside your organization. Exercise caution when opening attachments or clicking links,especially from unknown senders. The City Clerk's office has received the attached Series 1O—Beer and Wine liquor license application. Please conduct your safety,security,ADA compliance and other inspections and submit your department recommendations tomebv Thursday,June 3O, 2022, in order for this item tobenn the July 19, 2O22, City Council meeting. Thank you, Evie McKinney Deputy City Clerk (480)474'5061 City Of /\pC]Che Junction 300 E. Superstition DlVd, Building A[}{JChe ]UDCtiOO, A7 85119 mhtnl:filc:HC:\{locre\dnlcool Data\Locnl\Microauft\Windon/s\lNe[Caohc\Con[cn1.... 7/13/2022 Page 2 of 2 City HcA Hours of Operaflon 7AM — 6PM, Monday through Thursday, closed Fridays. This message and the information within is intended for the recipient. If you received this email in error, please notify the sender and then delete the email. Emails generated by council members or City staff pertaining to City business are public records and are preserved according to the City's records retention schedule.To ensure compliance with the Open Meeting Law, members of the City Council should not forward email correspondence to other members of the Council. Members of the Council and other public bodies may reply to this message, but should not copy other members of the public body. mhtml:file:HC:\Users\dmccollum\AppData\Local\Microsoft\Windows\lNetCache\Content.... 7/13/2022 Page l of 2 From:Thomas Parker<tparker@apachejunctionaz.gov> Sent:Wednesday,July 6, 2022 10:35 AM To:Yvette McKinney<mckinney@apachejunctionaz.gov> Subject: RE: New Liquor License Applications-Apache Marketplace Series 10 Beer and Wine Evie, Thank you for the reminder. The police department has no objection on this request. Thomas E. Parker, MSSM Aerations Lieutenant Special Events &Projects Apache Junction Police Department Physical: 1001 N. Idaho Rd. Mailing: 300 E. Superstition Blvd. Apache Junction,AZ 85119 Phone Direct#480-474-5420 Fax#(4 )474-5480 Main Phone#4 -9 2-826 t arlcer apachemnctionaz. ov (NEW EMAIL AS OF DEC EMBER ,2021) FCON FIDE N IALIT NOTICE: This e-mail essage,including any attachments,is for the sole use oft e intended recipient(s) and may contain confidential and privileged information. Any unauthorized review,use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply email and destroy all copies of the original message.Emails generated by council members or City staff pertaining to City business are public records and are preserved according to the City's records retention schedule.To ensure compliance with the Open Meeting Law, members of the City Council should not forward email correspondence to other members of the Council. Members of the Council and other public bodies may reply to this message, but should not copy other members of the public body. Please consider the environmeni beftwe prin it g this r::nafl. From:Yvette McKinney Sent:Thursday,June 16, 2022 6:13 PM To:Thomas Parker<tparker@apachejunctionaz. ov>; Rudy Esquivias<resctuivias@apacheunctionaz. ov>; Adrian Alegria <aale ria a ache unctionaz. ov>;tine, eroiafmd.az. ov Cc:Jennifer Pena <° ena a ache`unctionaz. ov> Subject: New Liquor License Applications-Apache Marketplace Series 10 Beer and Wine The City Clerk's office has received the attached Series 10—Beer and Wine- liquor license application. Please conduct your safety,security,ADA compliance and other inspections and submit your department mhtml:file://C:\Users\dmccollum\AppData\Local\Microsoft\Windows\INetCache\Content.... 7/13/2022 Page 2 of 2 recommendations to me by Thursday,June 30, 2022, in order for this item to be on the July 19, 2022, City Council meeting. Thank you, Evie McKinney Deputy City Clerk mckinne a ache��an�cbgnaz.g v_ (480)474-5061 City Of Apache Junction 300 E. Superstition Blvd. Building C Apache Junction, AZ 85119 City Hail Hours of Operation 7AM - 6PM, Monday through Thursday, closed Fridays. This message and the information within is intended for the recipient. If you received this email in error, please notify the sender and then delete the email. Emails generated by council members or City staff pertaining to City business are public records and are preserved according to the City's records retention schedule.To ensure compliance with the Open Meeting Law, members of the City Council should not forward email correspondence to other members of the Council. Members of the Council and other public bodies may reply to this message, but should not copy other members of the public body. mhtml:file://C:\Users\dmccollum\AppData\Local\Microsoft\Windows\INetCache\Content.... 7/13/2022 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No. 19. File ID: 22-425 Sponsor: Michael Pooley Agenda Date:7/19/2022 Index: In Control: City Council Meeting Presentation, discussion and consideration of Resolution No. 22-26, an intergovernmental agreement with the City of Apache Junction and the Apache Junction Unified School District #43 for a grant-funded school resource officer at the Apache Junction High School. City of Apache Junction,Arizona Page 1 Printed on 711412022 RESOLUTION NO. 22--26 A RESOLUTION OF THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, AUTHORIZING THE CITY OF APACHE JUNCTION, ARIZONA TO ENTER INTO AN INTERGOVERNMENTAL AGREEMENT WITH APACHE JUNCTION UNIFIED SCHOOL DISTRICT #43 FOR A GRANT-FUNDED SCHOOL RESOURCE OFFICER. WHEREAS, the City of Apache Junction ("City") and the Apache Junction Unified School District #43 ("School") desire to enter into an intergovernmental agreement (®"IGA") allowing City to assign a police officer as full-tune school resource officer ("SRO") ; and WHEREAS, pursuant to A.R. S. §§ 11-952 (A) , 15-362 (13) and 15-364, cities and schools may enter into intergovernmental agreements with each other for joint or cooperative activities; and WHEREAS, School will pay the officer' s salary, medical and dental insurance, retirement, and social security; and WHEREAS, the parties have crafted the attached. IGA which formalizes the arrangements NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION ARIZONA, AS FOLLOWS: 1) The mayor and city council hereby approve the attached form of the ICA between City and School and the mayor is hereby authorized to sign the agreement. 2) The city manager or his designee is authorized and directed to take all steps necessary to carry out the purpose and intent of this resolution and to fulfill all the duties required under the IGA. PASSED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, THIS DAY OF 20 RESOLUTION NO® 22-26 PAGE 1 OF 2 SIGNED AND ATTESTED TO THIS DAY OF p 20 WALTER `°CHIPS! WILSON Mayor ATTEST: JENNIFER PENA City Clerk APPROVED AS TO FORM: Z* rr- 10--?z - RICHARD J. STERN City Attorney RESOLUTION NO® 22---26 PACE 2 OF 2 ATTACHMENT A INTERGOVERNMENTAL AGREEMENT BETWEEN CITY OF APACHE JUNCTION UNIFIEDAND APACHE JUNCTION L DISTRICT SCHOOLELEMENTARY AND SECONDARY EMERGENCY RELIEF (" ") OFFICERFUNDED SCHOOL RESOURCE JUNCTION I THIS INTERGOVERNMENTAL ( "Agreement") is made as oft _ day of 20_, ("Effective ") by and between CITY OF APACHE JUNCTION, an Arizona municipal corporation ("City") and APACHE UNIFIEDJUNCTION I political subdivision of the State of Arizona, If of "Apache Junctioni I" ("School"). City and School are sometimesreferred herein collectively as the "Parti r individually `s Party.„ RECITALS A. School sirs City to assign a policeofficer to School to perform school resource offis r ("SRO") to provide the SRO services x r s i is Agreement, and Cityis willingto assign a policeofficer to School for such purposeunder the termsconditions of this Agreement. B. The Parties are authorized1 - (1 ) and 11-952to enter into this Agreement. THEREFORE, AGREEMENT in consideration r i Recitals mutual promisesherein, r other consideration, receipt is is herebyc I , the Partiesagree follows: 1. Services. Cityshall assign one policeofficer to School seven ( ) calendar days prior to the commencement of the schooly r projected to be starting on r about July 25, 2022 and July , 2023 for the first two years this Agreement is in effect untilt of the corresponding l years projected ending n May 25, 2022 andrespectively, t performies at Apache Junction High School at 2525 South Ironwood Drive, c Junction, ri . 2. Term and Termination.. This Agreement shall commence on the Effective Date and shall continue nil May 31, 2024, however, either Party may terminate is Agreement for any reason ithirty ( ) calendar ' prior written noticethe other Party by first class certified il, postage prepaid, t other Party as set forth in § 11 of thisAgreement. 3. Relationship of Pai ity shall have the status of an independent contractor for purposes of this r t. This Agreementis noti AJHS SRO I - -Page 1 of 12 to and will not constitute, create, i rise , or otherwise recognize a jo venture, r i r formal business association or organization kind between the Parties, the rights obligations the Partiesshall only be those expresslyt forth in this reement. The Parties agree personno supplied Ito accomplish the goalsi r i City employee. The assigned shall be consideredto i II be subject its control and supervision. The assignedill be subject t current r c ur s in effectr City policeofficers, including c at all mandated trainingtin i i officer certification. The assignedshall fulfill duties as a law enforcement officer as certified y the ArizonaPolice Officers rds and Traini board (" "). School shall not interfere i the assignedduties as a sworn law enforcementofficer. City understandsof is responsible for the safety of students on campus duringcurriculum hours. If School receives information assigned in u rsi l, illegal, orimmoral conduct, School will immediately pr i u information to C If City receives information rom any credible sour indicating that the ass SRO may have engaged in unprofessional, ill I, or immoral c wouldct the officer'sability iy and/or professionally perform duties r School, City will immediately pr i information, as allowed law, to School. If any allegedn r si I, illegal, or immoral t might the SRO's abilitysafely and/or professionally performduties for School, City willimmediately remove the SRO fromSchool to allowiand/or School to investigate II i s. City agreestemporarily i replacement i officer to School in thissituation if a replacement officer cannot be provided, School will be creditedfor each day an officer is not assignedcampus. School, at its solerefuse the assignmentis r who has previouslyremoved fromI because of allegations r sin I, illegal, or immoral conduct. School shall reimburse Cityr the costs compensation r: ) days School is in sessionthe SRO is presentI; ) when the SRO is not at the School due to an off-campus activityI' request; 3) when SRO is involved in activityi taction officer while in service , including attendanc t court; and ) when the SRO is workingI rn i r schedule rCity and City is responsible for the c compensation for all other hours orperformed by SRO. 2 Costs4. n n ; a. # of Wages for Anticipated Scheduledors. School agrees to pay City OneHundred ifty Seven Thousand NinerDollars and NinetyiCents ( 1 ) for Fiscal Year i consideration r the SRO services r vided by City as set forth i SectionI . b. Overtime. s seek approval from cool principal, or the principal's dero ri city police department supervisor before workingSRO-related overtime (i.e., those matters pertaining to the School, its students, r its employees). School shall pay hundredone r %) of any SRO overtimer result of SRO-related functions. i II pay one hundredpercent ( %) of any SRO overtime result r City-related ciiti (i.e., those matters involve c 1, its students, r its employees). The SRO and City shall make everyreasonable r the SRO does not incur i costs in any given . c. Pavment and Late Fees. Payment to Cityr cool is due withinthirty ( ) calendar f the School's receipt of a monthly itemized invoice. School agrees to pay interest ("I s") in the amountof ten percent (1 %) per annurn on any balanceremains i orfifteen (1 ) calendar days after the duei its discretion, waive late fees on a case-by-case sis. Budget.d. ill establish and maintainc r i its established rules regulations. s nsi ili ! s and Goals. a. The SRO II have the followingresponsibilities: i. Establish and maintainr sio I working relationship wi School officials, including but not limited to assistingin repetitive truancyt r that become morei consuming for School's administration. ii. Provide appropriatepolice n f rservices School. iii. Work cooperatively wi c o l administrators and parents identify is exhibiting hightruancy rates. 3 i . Investigate l reported childincidents wi iSchool's premises. v. Contact r i f students who have not provided School with proofidentification in accordance with - 828. i. Prepare and maintainrecords of theit activities as arerequired by the operational needs of the Apache JunctionPolice . b. An SRO II use goodfaith efforts to achievefollowing goals: i. Work cooperatively wit o I administrators to establish effective i isr iv review truancy and repetitive incidents with the objectivef reducing truancy. ii. Refer juveniles r their parents/guardians to appropriatesocial service agencies for assistance when a need is determined. iii. Instruct I administrators and faculty members i : ( ) the identification of abused or neglected children; ( reporting abuse r neglect; and (c) the actionst can be taken to prevent further abuse or neglect. iv. Provideeducational programs in truancy, r any other topic mutually the Partiesin writing. i. Take appropriate , including enforc t and reporting ci , consistentitpolice officer's i c it drug use, or any other crime. . The SRO, at hisr her discretion, or ll i additional tasks to enhanceschool efficiency: i. Plan School security improvements, ii. Prepare law-related edu io lessons. iii. Develop collaborationsi community resources,- identifying services offered that couldfit students. iv. ConductI safety assessments. v. Plan in-service r i i . 4 i. Collaborate withI administration to analyzecriminal incident repor-ts and disciplinary records identifying and developing strategies r problems. vii.Work withcommunity-basedt recreational and leadership developmentctiviti t complement and reinforceSchool safety priorities. viii. Attend trainingopportunities. 7. Time IPerformance. a. City will ensure that the assignedill provide the servicesr this Agreement in a full-time, O hour a week capacity school is in sessionI requests duringt- f- i breaks. i t will wear uniforms as authorizedCity. . activities ill be restricted to the assignedcool grounds exceptfor: i. Follow-up visits when needed as a result of School-related matters. ii. Incentive r r approved in writing (for example, - it between the police supervisor and School'sri i 1, or the principal's designee. iii. In response to off but School-related, criminal activity. iv. Attendancev r meetings at School's . v. Attendance at training. vi. In response to emergencypolice activities. vii.As directedpolice u i r. viii. During days that School is not in session, the assignedshall performi r herregular duties at a duty stationt r i city. 8. School Resloonsibilities. Schoola. will provide the SRO withis c I and suchequipment and office suppliesis necessaryr performance of the dutiesnoted in thisAgreement, including , chair, telephone, computer it linkages, and filingspace capable f being secured. b. n termination, II property or equipment used by the Parties in the performance f their responsibilities under this Agreement (I remain the propertythe Partyt purchased the propertyr equipment. Status9. tin s. By mutual agreement, i ttime to time for purposes of discussingto conduct of the work being performedr this Agreement and addressingproblems v come to the Parties' attention and their views problems be resolved, including ing the terms and conditions i Agreement. 1O.Entire Agreement. i reement and any attachments represent h entire agreementParties and supersede II prior negotiations, representations, ot agreements, either express or implied, written r oral. It is mutuallyr r o alteration or variation termsn iti this r shall be valid unless in writing and signed rti hereto. Written and signedis shall automatically r of the supporting docu , and shall supersede inconsistent r vi i therein; r i , however, that any apparentinconsistency shall be resolved, if possible, by construing provisions as muu Il complementary and su I try. All amendments to this Agreementin writingapproved city council and school'sboard. 11.Notices. Except as otherwise required law, any noticerequired r permitted r this Agreement shall be in writingII be given by personal delivery, r by deposit in the Unitedmail, certified r registered, retur receipt r uested, postage prepaid, addressed Parties t theirr civ resses set forth below, r at such other addressrt designate in writing pursuantr f this section: City: Apache Junction olio t Attn: hi lic 300 E. Superstition I . Apache Junction, Arizona 11 With a copy o: City of ApacheJunction Attn: City Attorney 300 E. Superstition Iv . Apache Junction, ri on85119 6 School: Apache JunctionUnified l District Schoolri Southern1575 W. . ApacheciArizona 1 i : Apache JunctionUnified School District Chiefi cil Officer 1575 W. SouthernAve. ApacheiArizona 12.Finaerr)rinting and Backgroundc i represents warrants that the SRO meets all fingerprinting and backgroundcheck clearances r AZPOST requirements to serve as a peaceofficer in the State of Arizona. 1 . I Worker Requirements. The Partieswarrant it respective compliance wi II federal immigration laws and regulations relating their respective Ioyees and eachrespectively warr n its respective compliance wit - ( ), Any breachthe warranties r this paragraphill be deemed a material breach Agreementis subject to penaltiesincluding ter i ti Agreement. 14.Severability. The Partiesc li execution, delivery performance of this Agreement are in compliance wi ll applicable laws. However, in the unlikelyv r vi ion of this Agreement i declared void r unenforceable ( r is construedrequiring i s any act in violation lic I laws, including any constiti I provision, law, regulation, r city code), such provisionII be deemed severedr this Agreement andi r n shall otherwise remain i II force and effect; provided that thisAgreement II retroactively deemed reformed the extentreasonably possible in suchr so that the reformed r (and any related r teffective the same date) provide essentially rights and benefits (economic and otherwise) to the Parties as if such severancereformation r not required. nless prohibited by applic I laws, i s further shall performII acts and execute, acknowledge and/or deliver all amendments, instruments and consents necessaryo accomplish and to give effect to the purposesthis Agreement, sreformed. 15.Governina Law, Venue and Attorn@yr conditions oft i Agreement II be governedinterpreted in accordanceit laws of the Stateri cion at law or in equityr i r Party r the purposeford right r rights provided r in this AgreementII be tried in a court of competent jurisdiction in Pinal Arizona. The Partiesr i II provisions of law providing r a change of venue in such proceedingn fi r county. In the event either Party shall bring suitor r f this Agreementr to recover r and on accountthe r f any term r condition in thisAgreement, it is mutuallyr t the prevailing in suchaction II recover II costs including reasonable r be determined bthe court in C action. 16. Successors, Assi nment & Delegation. The obligations and rights created in thisr r binding shall inure to the benefit of the Parties their successors, i n legal representatives. Neither Party may assign, sublet or delegate the duties hereunder, without the prior written r v l of the other Party. Suchsuccessor or assignee shall assume, in writing, II duties and obligationshereunder of the prior party and II further agree to be bound by and to fully perform the terms of this Agreement. 17.Cancellation for Conflict of Interest. i s of acknowledge that this Agreementis subject to cancellation by either Party pursuant provisions - . 18.NonapproDriation. Each Partyrecognizes ror n either underParty this Agreementr ri io funds to or by that Party. l either Party fail to appropriate necessary fus, that Party may terminatei r s stated herein without further duty or obligation. EachParty agrees to give notice other Party as soonreasonably ssi I r the unavailabilityof funds comes to the is attention. 19. Indemnification and Insurance. . To the extentpermitted law, each (I itor) covenants agrees to fully indemnify, Id harmless the other Party (I nit ), its elected andin officers, employees, is from andi n II suits, actions, legal or administrative proceedings, claims, t damages of any kindor nature relating to thisAgreement, including t rexpert witnesswhich, are the result r omission of the Indemnifying rt , its officers, employees, contractees, acting r its direction r control, r reckless, intentional r negligent, i connection i r incident this Agreement. If any actionr claim shall be broughtr asserted against either Party or its directors, officers, agents, servants or employees for which indemnity sought from either Party, the PartiesII promptly notifyt in writing. The noticedParty shall, within ten ( working receiving such notic reof, and the payment of II expenses, including any attor II court costs isshall be paid as incurred. b. Each Partywarrants that it is properlyl insured for the activities performances provided under this Agreement and agrees to maintain insurance for the durationAgreement. It i understoodr that either Party may electself-insure or obtaininsurance rpooling r i other governmental entities i t all of the risks related i Agreement. c. This section shall survive the expiration or early termination oft i Agreement. 20.Workers' Compensation. An employee of either Party shall be deemed to be an "employee" of both public agencies whileperforming rsu this Agreementsolely for purposes of A.R.S. § 23-1022Arizona Workers' Compensation ! ri r employer shall be solelyliable r any workers' compensation benefit iaccrue. c shall post a noticepursuant h r visi - ( ) i substantially the foll i form: II employees arer r notified that they may be required r r the jurisdiction or control of or within the jurisdictional boundari f another public agency pursuantintergovernmental agreement orcontract, and under such circumstances r Arizona public agencies for the purposesf workers' compensation." 21.Familv Educationi nd Privacv Act Comoliance. Both Partieswill ensurethat the disseminationis ii n of educational records complies I! times i ity Educational Rights andPrivacy ct of 1974 and any subsequentthereto. 22.Time is of the Essence. Time is of the essencei respect to all provisions in thisr l in performanceeither Party shall constituteri I breach of this Agreement. 23.Prohibition to Contract i ii s Who Enaaae in B cott of the State Israel. i acknowledge - rough 35-393.03, as which forbidspublic entities from contracting wi ii o engage in boycotts of the State of Israel. out it r Party engage in any such cott against the State of Israel, this Agreementshall be deemed automatically r i operation law. Any suchis a material breach of contract. 9 WITNESSIN ies have executedthis r n first set forth above. APACHE JUNCTION I I By: Chelsea Connolly Its: District BoardPresident ATTEST: Boardcr r CITY.- CITY OF APACHE JUNCTION, ! n Arizona municipal corporation Walter"Chip" it Its: Mayor ATTEST: Jennifer Pena City Clerk 1 STATE OF I ) ) s . COUNTY ) The foregoing subscribed orn to beforei Chelseally, Board Presidentthe Apache Junctionifi I District #43. Notarylic My Commission Expires: STATE OF ARIZONA COUNTY OF PINAL The foregoing s subscribed andsworn to beforei Walter ip" Wilson, Mayor of City Junction, riArizona i i l corporation, who acknowledged signedr i instrument lCity. Notaryi My Commission Expires: COUNSEL APPROVAL AS TO FORM� I have read thisr trmined such Agreementis in proper form and is enteredinto withinr f and authorityr r the laws of the State of Arizona. B-Isiri—ctAt—torney, Rodney States I have read this Agreement and have determinedc r t is in proper form and is enteredinto withinthe powersn rity granted under the laws of the State of Arizona. City Attorney, Richard J. Stern Date 1 Date: Apache Junction Police Department Memorandum July 7, 2022 ® Mayor Chip ilson and City Council Chief Michael Pooley Subject: Resolution 22-26, Apache Junction Unified School District #43 - IGA Agreement Apache Junction Police Department ( J ) has been asked to partner with the Apache Junction Unified School District #43 ( J ) in providingthem witha school resource officer (SRO) for the Apache Junction High School with the position being filled by an AJPD sworn lice officer. The position will be 1 0% funded (salary and benefits) by a grant secured J for two ( ) years. AJUSD #43 has committed to pay for any training the officer will need in order to fulfill the requirements of the grant. Resolution No. 22-26 which includes an intergovernmental agreement e e n the Cityo Apache Junction and AJUSD3, AJPD requests council approval of this partnership. e assigned officer would e or the following: • Provide law enforcement and police services to the students, administration, campus and the areas in the immediate proximity to the school, will take reports, investigate criminal incidents and enforce state and city ordinances. • Regularly patrol the campus to deter criminal or delinquent activities; monitor uniform crime reporting statistics ( I ) and act as a liaison between AJPDn J an CCJHS. • Develop and foster a partnershipit inistr tors in order to create secure and safe learning environment for students; assist school administrators t enforce their own policies and procedures; protect school administrators it weapons and/or illegal drug searches are conducted. • Be present in situations where a student's emotional state may present a risk to other students and staff members; and workin tandem withschool administrators i emergency crisis planning andfacility security. • Be a highlyvisible participant iin the school community by planning, regularly attending and participatingin school-related events and functions; and buildworking relationships with the school's staff and parent/teacher organizations. • Develop andea classes with an emphasis on the positive role of police officers in society and other law-related education topics. • Work with academic advisors and behavioral coaches in providing outsideagency student services. • Interact i students in the classroom and in the common areas with the intention o promoting law enforcement s a profession and to serve as a positive role model to students, INTERGOVERNMENTAL I JUNCTION AND APACHE JUNCTION I IED SCHOOL DISTRICT#43 TO PROVIDE ELEMENTARY AND SECONDARY SCHOOL EMERGENCY RELIEF (" ") OFFICERFUNDED SCHOOL RESOURCE JUNCTION I L THIS INTERGOVERNMENTAL ( "Agreement") is made as of JUNCTION,the day of 20 , ("Effective Date") by and between CITY OF APAZHE riz —municipal corporation ("City") and APACHE JUNCTION I f L DISTRICT #43, a political subdivision Arizona, on behalfof "Apache Junction High School" ("School"). City and School are sometimes referred r i collectively as the "Parti s," or individually as " RECITALS A. School desires City to assign a policeofficer to School to performschool resource officer ("SRO") to provideices expressed in § 5 of this Agreement, it is willing to assignpolice officer o School for such r under the termsconditions this Agreement. PartiesB. The r on 1 - (1 ) and 11-952 to enter into this Agreement. AGREEMENT THEREFORE, in consideration of the foregoing cit ! al promises v t forth herein, and for other consideration, the receipt adequacyich is hereby acknowledged, the Parties agree as follows: 1. Services. City shall assign onepolice officer to School seven ( ) calendar days prior to the commencement f the school year projected to be starting r about July 25, 2022 and July 18, 2023 for the first two years this Agreement is in effect until the end of the correspondingschool years projectedi , 2022 and May 23, 2024 respectively, orduties cJunction High School at 2525 SouthIronwood riv , Apache Junction, Arizona. 2. Term and Termination. This Agreementshall commence on the Effectivet and shall continue until May 31, 2024, however, either Party may terminatei Agreementfor any reason with thirty ) calendarprior written notice to the other Party by first class certified ail, postage prepaid, addressed other Party as set forth in § 11 of thisAgreement. el isi Parties. City shall have the status f an independent contractor for purposes of this Agreement. This Agreement is not intended AJHS SRO IGA -Page I of 1 to and ill not constitute, create, give rise to, or otherwise recognize a joint venture, partnership, or formal business association or organization of any kind between the Parties, and the rights and obligations of the PartiesI( only be thoser ssl set forth in thisAgreement. The Partiesrperson supplied cho I to accomplishis of this r n is a Cityemployee. The assigned shall be consideredto ity and shall be subject o its control and supervision. sin ill be subjectcurrent procedures in effect for City policeofficers, including t o t all mandated training n testing maintain c officer ii ( assigned SRO II fulfil( duties as a law enforcementofficer as certified by the Arizona Police Officers Standards and Trainingr (" "), School shall not interfere iassigned duties r law enforcementofficer. City r s that School is responsible for the safety of students campus during curriculum hours. If School receives information that the assi SRO may have n in unprofessional, illegal, or immoral c , School ill immediately provi such information to City. If Cityreceives information r any credible source indicating that the asin may have i unprofessional, illegal, or immoral n uc l t the officer's ability flyand/or professionally performduties for School, City will immediately provide such information, as allowedlaw, to School. If any alleged unprofessional, illegal, or immoral conduct iaffect the SRO's abilityo safely and/or professionally performi sfr School, City will immediately remove from of to allow Cityand/or School to investigate lle tin . City agrees to temporarily assign a replacement police officer to School in this situation if a replacement i r cannot provided, cool will be creditedr each day an officer is not assignedo the campus. School, at its sole discretion, may refuse the ssi n n officer who has previously removed r School because of allegations unprofessional, illegal, or immoral c . School shall reimburse Ci for the costs i for: 1) days School is in session and the SRO is presentcool; ) when the SRO is not at Schoolthe due to an off-campus activity at School's request; ) when SRO is involved in activity stemming tom action taken by the officer while in service School, including attendance at court; and 4) when the is working alternative work schedule as agreed upon by CitySchool. City is responsible r the costs compensation for all other hours of workperformed 4. Costs and Payment. a. _Cost s for nti ! to c l ours. School agrees to pay City One Hundredi ven Thousand Nine HundredDollars iNine Cents ( , ) for Fiscal Year in considerationfor the SRO services provided by Cityo in SectionI . b. Overtime. The SRO must seek approval from cool principal, or the �7n_neipars designee, the appropriatecity police department supervisor beforering on SRO-related overti (Le., those matterspertaining School, its students, or its employees), School shall pay one hundredpercent (1 %) of any SRO overtime worked as the result of SRO-relatedfunctions. City shall pay one hundred r t (1 %) of any SRO overtimeresult from City-relatedc iviti s (i.e., those rs that do not involve the SchooI, its students, or its employees). The SRO and CityII make every reasonable effort to ensure that the SRO does not incur overtime costs in any given . c. Payment and Latei from cool is due within thirty O calendar of the School's receipt l itemized invoice. School agrees to pay interest ("late s") in the amount of ten percent (1 %) per annum on anyInc remains unpaid morefifteen (1 ) calendar s after the due date. Cityt its discretion, waive late fees n a case-by-case basis. d. Budget. Each Party ill establish andmaintain u t according to its established rules and regulations. . Res si flit!es gnd Goais a. The SRO shall have the following responsibilities. i. Establish andmaintain r ssi 1 working relationship wi cl officials, including but not limited to assistingin repetitive tr ncy matters that become more timeconsuming r School's administration. ii. Provide appropriate olic fore ices at School. M. Work cooperatively wi of administrators and parents to identify students exhibiting ! r ncy rates. iv. Investigate ll reported childBuse incidents within c l's premises. V. Contact the parent or guardian of studentsv not provided School with proof of identification in accordance with1 - 828. vi. Prepare and maintainsuch records of their activities as are required operational s of the ApacheJunction Police Department. b. An SRO II use goodf c i v following Is: I. Work cooperatively with School administrators to establisheffective administrative review truancy repetitive incidents i objective of reducing truancy. (i. Refer juveniles or their parents/guardians to appropriatesocial service agencies for assistance when a need is determined. iii. instruct School administrators and facultymembers in: O the identification of abused or neglected children; ( ) the reporting r neglect; and O the actions that can be taken to prevent further abuse or neglect. iv, Provide educational programs in truancy, abuse, or any other topic mutually r the Parties in writing. vi. Take appropriate steps, including enforcement and reporting action, consistent withpolice officer's t , upon the discoverychild s , drug use, or any other crime. . The SRO, at his or her discretion, r lli additional tasks to enhance school efficiency: !. Plan School security improvements. ii. Prepare law-related educati lessons. iii. Develop collaborations wi community resources, identifying services offered that could fit students. iv. Conduct School safety assessments. v. Plan in-service training. 4 vi. Collaborate withof administration to analyzecriminal incident reports and disciplinaryrecords s of identifying patterdeveloping strategies to address problems. vii. Work withunity- youth recreational n leadership development ctiviti s that complementreinforce Scool safety priorities. viii. Attend trainingopportunities. . Time and Placeof Performance, a. City will ensure that theassigned ill provide the services under this Agreementin a full-time, forty ( ) hour a week capacity when school is i session of requests during out-of-sessionr ssi gned officer will wear uniforms as authorizedby City. b. The 's activities will be restricted o the assignedcool grounds except for: i. Follow-up o visits when needed as a result of School-relatedmatters. ii. Incentive ro r s approved in writing (for example, by e-mail) between the police e supervisor n cool's principal, or the principal's designee. lii. In response to off campus, but School-related, criminal activity. iv. Attendance at off-campus v s or meetings at School's request. v, Attendance at training. vi. In response o emergency policeactivities. vii. As directed by any policeet supervisor. viii.During days that School is not in session, the assignedII perform his or her regular i u station r iCity. 8. School Responsibilities. a. School will provide the SRO withice at School and such equipment office supplies s is necessary for performance of the duties noted in this Agreement, including sk, chair, telephone, computer and e- 5 it linkages, and filing spacecapable of beingsecured. b. n termination, aII property or equipment used by the Parties in the performance their responsibilities r this Agreement shall remain the property hpurchased r r equipment. 9. Status tin s. By mutual agreement, i from i time forpurposes of discussingh status andconduct of the workiperformed under this Agreement and addressingproblems that havecome to the Parties' attention and their views s to how such problems may be resolved, including i the termsconditions this Agreement. 10.Entire Ag[gement. his Agreement and any attachments represent it agreement between the Parties and supersedeit prior negotiations, representations, r agreements, either express or implied, written or oral. It is mutually rtood and agreed that no alterationr variation of the terms conditions of thisAgreement shall be valid i s in writingsigned Parties hereto. Writtensigned amendments shall automatically become of the supporting s, and shall supersede inconsistent provision therein; prvi v r, that any apparentinconsistency II be resolved, i possible, construing provisions mutually complementary supplementary. ll amendments to this Agreement mustin writing approved the city council and school's r . 11,Notices. Except as otherwise required law, any noticerequired r permitted under this Agreement shall be in writing andshall be givenpersonal delivery, r by sit in the Unitedtat il, certified r registered, return receipt requested, postage d, addressed to the Partiestheir respective addresses h below, or at such other address as a Party may designatei writing ur u nt to the terms of this section. City: Apache Junction Police Department Attn: Chief of Police 300 E. Superstition Blvd. Apache Junction,Arizona 85119 With copy to: City of ApacheJunction City Attorney 300 E. Superstitioniv the Junction,Arizona 85119 School: Apache Junction Unified School District Attn: School Superintendent 1575 W. Southern Ave. ApacheJunction,Arizona 85119 With a copy to: Apache Junction Unified School District Chiefi ni I Officer 1575 SouthernW. v . ApacheJunction,Arizona 85119 12.Fingipe r rintin roundCheck. it represents warrants that the SRO is II fingerprinting and bac roun l r nc r AZPOST requirements is r in the State of Arizona, 13.Le I Worker an!r ts. The Partieswarrant their respective compliance with all federal immigration laws and regulations relatin to theirr cive employees and eachrespectively warr nts its respective li nwith - 1 ( ). Any breachthe warranties under this paragraphill be deemed a material breach of the Agreementis subject to penaltiesn including termination of the Agreement. 14.SeverabilL. The Partiesh believe that the execution, delivery n performance of thisAgreement are in compliancei I! applicable laws. However, in the unlikelyevent that any provision of this Agreement is declared void or unenforceable ( r is construed as requiring it to do any act in violation of any applicable laws, including nsii ( provision, law, regulation, r city code), such provision shall be deemed severedfrom this r is Agreementshall otherwise remain in full force and effect; provided that this Agreementll retroactively be deemed reformed to the extent reasonably possible in such manner so that the reformed agreement (and any related agreementstiv s oft ) provide essentiallyrights and benefits (economic and otherwise) to the Partiesif such severance reformation r not required. nl s prohibited by applicablelaws, the Parties further shall perform all acts and execute, acknowledge and/or deliver all amendments, instruments n nts necessary to accomplish and to give effect to the purposes of this Agreement, as reformed. 1 v ri . Venue and AttqM0 . The r conditions of this Agreement shall be governed by and interpreted in accordance withthe laws of the Stateri cion at law or in equityr i r Party for the purpose rcin right or rights provided for in this Agreement shall be tried in a court of competentjurisdiction in Pinal County, Arizona. The Partieshereby waive all provisions of law providingfor a change of venue in such proceeding to any other county. In the event 7 either Party shall bring suit to enforce any term of this Agreement or to recover any damages for and on accountthe breach of anyr r condition in this Agreement, it is mutuallyr that theprevailing in such action shall recover Il costs including reasonable atr fees to be determinedcourt in such action. 16. Successors, scion 1 ion. The obligationsrights created in this Agreement are bindingshall inure to the benefit of the Parties and theit successors, assigns and legal representatives. i t Party may assign, sublet r delegate the duties hereunder, without the prior written approval of the other Party. Such successor or assignee shall assume, in writing, all duties obligations run r of the prior party andshall further agree to be boundn to fully perform the terms this Agreement. W.Cancellation for Conflict_2f Interest. i n School acknowledge that this Kgreement is subject c II io either Party pursuantprovisions - 11. 1 ._ pprpri i ch Party recognizes that the performance by either Party under this Agreement may be dependentro ri i of funds to or by that Party. Shouldeither Party fall to appropriatec funds, that Party may terminate is Agreement as stated herein without further duty or obligation. Each Party agrees to give notice to the other Party as soon as reasonably posi I after the unavailability of funds comes to t attention. 19. Indemnification and Insurance. a. To the extent permittedlaw, each Party (I itr) covenants and agrees to fully indemnify, defend andof r I ss the other Party (In a nit ), its elected andin officers, ly e , and agents from and against any and all suits, actions, legal or administrative proceedings, claims, demands or damages of any kind or nature relating to this Agreement, including trney and expert witness fees, which, r result of any act or omission the Indemnifying Party, its officers, employees, contractees, ants, and anyone acting under its direction or control, whether reckless, intentional r negligent, in connectionwith or incident to thisAgreement. I any action r claim II be broughtr asserted against either Party or its directors, officers, r employees for which indemnity sought from either Party, the Parties shall promptly notify one another in writing. The noticed Party shall, within ten (1 ) working days of receiving such notice, assume the defense thereof, and the payment of all expenses, including attorney fees Il court costs which shall be paids incurred. b. Each Party warrants that it is properlyu t ly insured forte activities and performances rovi a r this r agrees to maintain such insurance for the durationAgreement. It is understood and ag that either Party may electself-insure r obtain insurance ropooling agreement withother governmental entities is n r all of the risk related o this Agreement. c. This section shall survive the expiration or early termination of this Agreement. 20.Workers' Compensation. An employee of either Party shall be deemed to be an "employee" of both public agencies whileperforming ursu t to thisAgreement solely for purposes - rizon Workers' Compensation laws. The primaryemployer shall be solelyliable for any workers' compensation benefits, which may accrue. c II post a noticepursuant o the provisions -1 ( ) in substantially the foll i form: "All employees are herebyr notified that they may be required to work under the jurisdiction r control of or within the jurisdictional boundaries of another public agency pursuant intergovernmental agreement or contract, and under such circumstances they areh laws of Arizona employees public agencies for the purposes of workers' compensation." 1.Family Education Bothis will ensure that the dissemination and disposition of educational records o li II times with the Familyi n l Rights and Privacyt of 1974 and any subsequent amendments thereto. .Time is of the Essence. Time is of the essencei respect o all provisions in this Agreement. Any delayin performanceeither Party shall constitute ri I breachthis Agreement. 23.Prohibition r t with Entitiesin y o t t o Israel. hParties acknowledge - through - n , which forbids li entities from contractingi iti engage in boycotts o the State of Israel. Should either Party engage in any such boycott against the State of Israel, this Agreement shall be deemed automatically terminated operation of law. Any such c is a material breach of contract. IN WITNESS , the Parties have executedi re n of the date first set forth above. �jCHOOL: APACHE J I UNIFIED ry r I nn ll Its: District Boardr si n ATTEST: [rk I Llt� !Vt Board Secretary CITY: JUNCTION,CITY OF APACHE ®re m�•mgm�d; Arizona municipal corporation y: Walter"Chip" ils n Its: Mayor ATTEST: Jennifer Pena City Clerk 1 STATE OF ARIZONA s. COUNTY OFII�It� } -T- he foregoing was subscribed n sworn to before me this day of IOU 20by Chelsea Connolly, Board President of the Apache Junctio Unified School District#43. ..asp, EDNAD FF Notary Public d NotaryPublic-Arizona i• Maricopa County Commission 0 556612 INy CommissionExpires: "" j My Comm.Expires Dec 20,2022 A ,f � ; ,. STATE OF I ) )ss. COUNTYI } The foregoing subscribed n sworn to before me this of Walter "Chip" Wilson, Mayor of CityJunction, Arizona, Arizona municipal corporation, acknowledged i n the foregoing instrument on behalfit . Notary Public My Commission Expires, COUNSEL APPROVAL AS TO FORM, have read thisAgreement and have determinedc r is in proper form and is enteredinto it in the powers of and authoritygranted r the laws f the Statef Arizona. �.�! iri , Rodney States� have read this r t and have determinedis in r form and is enteredinto withinthe powersf and authorityt r the laws of the State of Arizona. —0 7- City Ai Stern _Da-te 1 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.20. File ID: 22-447 Sponsor: Michael Pooley Agenda Date:7/19/2022 Index: In Control: City Council Meeting Presentation, discussion and consideration of Resolution No. 22-27, an intergovernmental agreement with the City of Apache Junction and the Apache Junction Unified School District #43 for a grant-funded school resource officer at the Cactus Canyon Junior High School. City of Apache Junction,Arizona Page 1 Printed on 711412022 RESOLUTION NO. 22-27 A .RESOLUTION OF THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, AUTHORIZING THE CITY OF APACHE JUNCTION, ARIZONA TO ENTER INTO AN INTERGOVERNMENTAL AGREEMENT WITH APACHE JUNCTION UNIFIED SCHOOL DISTRICT #43 FOR A GRANT-FUNDED SCHOOL RESOURCE OFFICER. WHEREAS, the City of Apache Junction ("City") and the Apache Junction Unified School District #43 ("School") desire to enter into an intergovernmental agreement ("IGA") allowing City to assign a police officer as full-time school resource officer ("SRO") ; and WHEREAS, pursuant to A.R. S . §§ 11-952 (A) , 15-362 (13) and 15-364, cities and schools may enter into intergovernmental agreements with each other for joint or cooperative activities; and WHEREAS, School will pay the officer' s salary, medical and dental insurance, retirement, and social security; and WHEREAS, the parties have crafted the attached IGA which formalizes the arrangement . NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION ARIZONA, AS FOLLOWS : 1) The mayor and city council hereby approve the attached form of the IGA between City and School and the mayor is hereby authorized to sign the agreement. 2) The city manager or his designee is authorized and directed to take all steps necessary to carry out the purpose and intent of this .resolution and to fulfill all the duties required under the IGA. PASSED AND ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, THIS DAY OF 20 RESOLUTION NO® 22-27 PAGE 1 OF 2 SIGNED AND ATTESTED TO THIS DAY OF 20 WALTER "CHIP" WILSON Mayor ATTEST: JNNIFER PENA City Clerk APPROVED AS TO FORM: ®t RICHARD J. STERN City Attorney RESOLUTION NO. 22-27 PACE 2 OF 2 ATTACHMENT A INTERGOVERNMENTAL AGREEMENT BETWEEN CITY AND APACHE JUNCTION I I DISTRICT SCHOOLELEMENTARY AND SECONDARY EMERGENCY RELIEF (" ") OFFICERFUNDED SCHOOL RESOURCE IHIGH SCHOOL I ( "Agreement") is made as oft _ day of 20_, ("Effective " APACHE JUNCTION, an Arizona municipal corporation ("City") and APACHE JUNCTION ! L DISTRICTpolitical subdivision Arizona, if of "Cactus Canyon Junior High School" ("School"). City and School are sometimesreferred to her i II ci l "Parties," or individually as a "Party." RECITALS A. School desires City to assign a policeofficer to School to performs school resource offis r ("SRO") to provideservices x r s i is Agreement, and Cityis willingassign a policeofficer to School for such purposer the terms conditions f this Agreement. B. The Parties are authorized1 - (13) and 11-952r into this Agreement. AGREEMENT THEREFORE, in consideration foregoing Reci ! mutual promises and covenants set forth herein, r other consideration, the receipt and adequacy of whis is herebyc I , the Partiesagree follows: 1. Services. City shall assign one policeofficer to School seven ( ) calendar days prior to the commencementof year projected to be starting on r about July July 18, 2023 for the first two yearsthis Agreementis in effectuntil the endof the corresponding sc l years projected to be eni respectively, performi t Cactus Canyon Junior High School at 801 West Southern Avenue, Junction, Arizona. . Term and Termination. This Agreement shall commence on the Effective Date and shall continue until May 31, 2024, however, either Party may terminate is Agreement for any reason with thirty ( ) calendar ' prior written noticeto the other Party by first class certified il, postage prepaid, t r Party as set forth in § 11 of thisAgreement. 3. Eelationship of Parties. i I f an independent contractor for r is Agreement. This Agreement i intended CQHS SRO I - -Page to and ill not constitute, reate, give rise to, r otherwise recognize a joint venture, r i , or formal business association or organization kind between the Parties, rights obligations ishall only be those expresslyt forth in thisr iagree personno li I to accomplish ! is Agreement i City employee. The assigned shall be considered to of CityII be subject its control and supervision. The assignedill be subjecto current r c r s in effect for City policeofficers, including at all mandated trainingtesting maintain state c officer certification. The assignedII fulfill duties as a law enforcement officer as certified by the Arizonaolio is r Standards n Training board (" "). School shall not interfere iassigned duties swornas a law enforcement officer. City rs School is responsible for the safety of students on campus duringcurriculum rs. If School receives information t assigned SRO may have engaged in unprofessional, illegal, orimmoral conduct, I will immediately pr i such information i . If City receives information rom any credible sour indicating that the ass SRO may have engaged in unprofessional, illegal, or immoral conduct that wouldc the officer's ability to safelyand/or professionally perform duties for School, City will immediately pr vi information, as allowed law, to School. If any allegedunprofessional, illegal, orimmoral conduct might the SRO's abilityl and/or professionally performi for School, City willimmediately remove the SRO fromI to allowitand/or School to investigate !I tins. City agreestemporarily si r !acement poli officer to School in this situation if a replacement officer cannot be provided, School will be credited r each day an officer is not assignedSchool, at its solediscretion, refuse the assignmentis r who has previouslyremoved fromSchool because of allegations r f i 1, illegal, or immoral conduct. School shall reimburse Ci fort compensation r: ) days School is in sessionis presentI; ) when the SRO is not at the School due to an off-campusactivity I' r ) when SRO is i !ved in activitystemming raction n by the officer while in service f School, including attendance at court; and 4) when the SRO is workingI r i r schedule rCity and School. City is responsible for the cot compensation t all other hoursrk performed by 2 4. Costs and P@yMent. a. Cost of Wacies for nici Scheduled ors. School agrees to pay City r Fifty Seven Thousand NinerDollars and Ninetyi is ( ) for Fiscal Year 2022-2023 i considerationr the SRO servicesprovided i s set forth i Section 5 below. Overtime.b. st seek approval from l principal, or the principal's s! appropriate city police department supervisor for r i o SRO-related i (i.e., those matters pertaining the School, its students, or its employees). School shall pay hundredone rc ( %) of any SRO overtime workedresult of SRO-related functions. it II pay one hundredpercent ( %) of any SRO overtime result from City-relatedactivities (i.e., those matterst do not involve I, its students, or its employees). The SRO and City shall make every reasonable r t the SRO does not incur overtime costsin any given . c. Pavment and Late Fees. Payment to Cityfrom cool is due withinthirty (3 ) calendar s of the School's receipt of a monthlyitemized invoice. School agrees to pay interest ("l ") in the amount of ten percent (1 %) per annum on any balanceremains unpaid morefifteen (1 ) calendar days after the duet i , at its discretion, waive late feeson a case-by-case basis. d. t. Each Party will establish and maintainaccording o its established rules regulations. 5. 's Rewonsibilities and Goals. . The SRO shall have the followingresponsibilities: i. Establish andmaintain r ssi I working relationship wi School officials, including not limited isi in repetitive truancy matters that becomer ime consuming forSchool's administration. ii. Provide appropriatepolice of rc n is School. iii. Work cooperatively wi cool administrators and parents identify students exhibiting hightruancy rates, 3 iv. Investigate ll reported childincidents within c l' premises. v. Contact the parentr guardian of students who have not provided School with proofidentification in accordancei - 828. vi. Prepare and maintainrecords of their activities as arerequired by the operationalthe ApacheJunction Police . b. An SRO shall use goodfaith efforts to achievefollowing goals: i. Work cooperatively wi I administrators to establishn effectivei i r i review of truancy and repetitive incidents with the objectivereducing truancy. ii. Refer juveniles r their parents/guardians to appropriatesocial service agencies for assistance when a need is determined. iii. Instruct School administrators and facultyr in: ( ) the identification of abused or neglected children; reporting abuse r neglect; and (c) the actionsthat can be taken to prevent further abuse or neglect. iv. Provideeducational programs in truancy, abuse, or any other topic mutually r i in writing. i. Take appropriate , including enfor reporting cti , consistent with a policeofficer's i f child drug use, or any other crime. c. The SRO, at hist her discretion, r ll i additional tasks to enhance school efficiency: i. Plan School security improvements. ii. Prepare law-related educ do lessons. iii. Develop collaborations wi community resources, identifying services offered i fit students. iv. ConductSchool safety assessments. v. Plan in-service r i in 4 i. Collaborate withI administration to analyzecriminal incident reports and disciplinaryrecords identifying patte and developing r i to address problems. vii.Work withcommunity-basedcr i 1 and leadership development ctivities that complement and reinforce School safety priorities. viii. Attend trainingopportunities. 7. Time IPerformance. a. City will ensure that the assignedill provide the servicesr this Agreementin a full-time, ( ) hour a week capacity school is in sessionI requests during out-of-session breaks. si officer will wear uniforms as authorizedCity. . The SRO's activities will be restricted ssi cool grounds exceptfor: i. Follow-up visits when needed as a result of School-related matters. ii. Incentive pr r r v in writing (for example, by e-mail) between the police supervisor and School'si ci 1, or the principal's dei . iii. In response to off campus, but School-related, criminal activity. i off-campus events or meetings at School'srequest. v. Attendance at training. i. In response to emergencypolice activities. vii.As directedpolice supervisor. viii. During days that School is not in session, the assignedshall performi r her regular i i determined city. 8. School Responsibilities. a. School will provide the SRO withoffice School and such equipment and office supplies is necessary for performance of the duties noted in thisAgreement, including , chair, telephone, computer and e- 5 mail linkages, filing space capable ing secured. b. Upon termination, II property or equipment used by the Parties in the performance it responsibilities under this AgreementI remain the property rty that purchased the propertyr equipment. 9. Status tin_ s. By mutual agreement, the Partiesr i o time for purposes of discussingconduct of the workbeing performedunder this r nt and addressingproblems come to the Parties' attention andit views as to how suchproblems be resolved, including ing the terms and conditions i Agreement. 1O.Entire Agreement. is Agreement and anyt c s represent entire agreement between the Partiessupersede II prior negotiations, representations, r agreements, either express or implied, ri r oral. It is mutuallyunderstood r ! r i r variation of the terms andconditions of thisr ll be validunless in writing and signed ri hereto. Written andi ll automatically c r of the supportingc ll supersede n inconsistent r vision therein; provided, r, that any apparent inconsistency shall be resolved, if possible, construing provisions to II complementary supplementary. AII amendments to this r in writingapproved y the city council c l's board. 11.Notices. Except as otherwise required law, any noticerequired r permitted n r this r nshall be in writingshall be given personal delivery, r by depositin the Unitedmail, certified r registered, return receipt r s prepaid, addressed to the Parties it respective r sses set forth below, r at such r addressrty may designate in writingr r is section: City: Junction Police Department Attn: Chief of Police 300 E. Superstition I . Apache Junction, Arizona 1 With a copy i c Junction City Attorney 300 E. Superstition lv . ApacheJunction, Arizona 6 School: Apache JunctionUnified cool District Attn: School Superintendent 1575 W. SouthernAve. ApacheJunction, Arizona 1 With a copy to: Apache JunctionUnified School District Chief Financial Officer 1575 W. SouthernAve. ApacheJunction, Arizona 1 12.Finaerr)rinting and BackgroundCity represents rr n the SRO meets 1 fingerprinting and backgrun clearances as per AZPOST requirements c officer in the StateArizona. 13.Leqal Worker Requirements. The Partieswarrant it respective compliance iall federal immigration laws and regulations relating to their respective ! respectively warr it respective compli c i - ( ). Any breach warranties r this paragraphill be deemed a material breach Agreementis subject to penaltiesincluding ter i i Agreement. 14.Severability. The Parties each believeexecution, delivery performanceis Agreement arein compliance wi II applicable laws. However, in the unlikely v that any provision of this Agreementi declared i r unenforceable ( r is construed as requiring i act iviolation f any applicablelaws, including osii I provision, law, regulation, r city code), such provision shall be deemed severedrom this Agreementis Agreement shall otherwise remain i full force and effect; provided that this Agreement shall retroactively deemed reformed to the extent reasonably possi t in suchr so that the reformed r (and any related agreffective as of the same date) provide i Il rights and benefits (economic otherwise)and to the Partiesas if such severance and reformation r not required. l ss prohibited by applicable ! s, the Parties further shall performII acts and execute, I and/or deliver all amendments, instruments consents necessaryaccomplish i purposesiAgreement, s reformed. 15.Governina Law, Venue and Attornevs. The termsconditions of this AgreementII be governedinterpreted in accordancei laws of the Stateri i law or in equityr i r Party r the purposeenforcing right r rights provided for in this Agreementll be triedjurisdiction in Pinal Arizona. The Partiest i II provisions of law providing r a change of venuein such r c i t county. In the event 7 either Party shall bring suit to enforce any termi r t or to recover any damages for and on accountr r r condition in thisAgreement, it is mutuallyr the prevailing in suchaction I recover all costs including reasonable attorney be determined by the courin suchaction. 16. Successors, Assignment I i . The obligations and rights created in thisr r binding n and shall inure to the benefit o the Parties it successors, assigns and legal representatives. Neither Party may assign, sublet r delegate the dutieshereunder, without the prior written approval of the other Party. Such successor or assignee shall assume, in writing, all duties and obligations herun r of the prior party and II further agree to be boundfully rterms of this Agreement. 17.Cancellation for Conflict of Interest. i cool acknowledge that this Agreement is subjectcancellation by ei t Party pursuant provisions - 1. 18.Nonar)r)ror)riation. Each Partyrecognizes rr c either underParty this Agreementthe appropriation funds to or by that Party. l i t Party fail to appropriatethe necessary funds, that Party may terminate is Agreement as stated herein without further duty or obligation. Each Partyagrees to givei o the other Party as son as reasonably i t r the unavailabilityfunds comes to the Party'sattention. 19. Indemnification and Insurance. . To the extent permittedlaw, each (I nit r) covenants and agrees to fully indemnify, ld harmless the other Party (I nit ), its electedit is rs, employees, and agents from i st any and all suits, actions, legal or administrative proceedings, claims, demands or damages of any kind or nature relating to this Agreement, including trney and expert witness fees, which, are the result c r omission of the Indemnifying r , its officers, I s, contractees, agents, and anyonei r its direction or control, whether reckless, intentional or negligent, in connection i r incident i Agreement. If any actionr claim shall be broughtr asserted againsteither Party or its directors, officers, agents, servantsr employees for which indemnity sought from i t Party, the Parties shall promptly notify one another in writing. The noticedParty shall, within ten (1 ) working receiving such notice, assume sthereof, and the payment of II expenses, including r II court costsis ll be paid as incurred. b. Each Partywarrants that it is properly and adequately insured for the activities r provided r this Agreementagrees to maintain such insurance for the durationthe Agreement. It is understood r either Party may electself-insure r obtain insurance ropooling r i t governmental entities is r all of the risks related to this Agreement. c. This sectionshall survive x it i r early terminationi Agreement. 20.Workers' C o i loyee of either Party shall be deemed to be an "employee" of both publicagencies while performingpursuant tot is Agreementsolely for purposes of A.R.S. § 23-1022Arizona Workers' Compensation laws. The primaryemployer shall be solelyliable r any workers' compensation benefits, which may accrue. c shall post a notice r to the provisions -1 ( ) i substantially the following form: "All employees arer r notified required r r the jurisdiction or control of or within the jurisdictional boundaries of another public pursuantintergovernmental agreement or contract, under such circumstances r Arizona ! lic agencies for the purposesr r ' compensation." 21.Familv EducationRights and Privagy-Ag! Compliance. t Parties will ensurethat the disseminationdisposition i n l records complies II times withit c i l Rights and Privacyc 1974 and any subsequent amendments thereto. 22.Time is of the Essence. Time is of the essencewith respect o all provisions in this Agreement. Any delayin performanceeither Party shall constitute ri I breach of thisAgreement. 3.Prohibition to Contract withEntities in Boycottthe State of Israel. The Partiesacknowledge - rough 35-393.03, as which forbidspublic entities from r cting with entities who engage in boycotts of the State of Israel. Should either Party engagein any such boycott againstIsrael, this AgreementII be deemed automatically r i operation law. Any such is material breach of contract. 9 IN WITNESS , the Parties have executedi r n of first set forth above. SCHOOL: DISTRICTAPACHE JUNCTION UNIFIED SCHOOL y: Chelsea Connolly' Its: District Boardr si t ATTEST: Boardr r CITY: CITY OF APACHE JUNCTION, 1 Arizona municipal corporation Walter"Chip"Wilson Mayor ATTEST: Jennifer Pena City Clerk STATE OF ARIZONA ) s. COUNTY OF The foregoing u scribed and sworn to before me this day of Chelseal1y, Board President Junctionifi I District #43. Notary Public My Commission it STATE OF ARIZONA ) s . COUNTY OF PINAL ) The foregoing s subscribed nd sworn to beforeis day of Walter i Wilson, Mayor of City Junction, Arizona, an Arizonamunicipal corporation, acknowledged signedforegoing instrument ICity. PublicNotary My Commission it APPROVALCOUNSEL AS TO FORK I have read thisAgreement and have determinedr t is in proper form and is enteredinto withinr ity granted under the laws f the StateArizona. District Attorney, I have read this r t and havedetermined such Agreementis in proper form and is enteredinto withinr t rity granted under the laws Stateof the ri . City Attorney, Richard J. y t rn Date Apache Junction Police Department Memorandum Date: July 7, 2022 Mayor Chip Wilsonand City Council Chiefis ael Pooley Resolution 22-27, Apache Junction Unified School District #43 - IGA Agreement Apache Junction Police Department ( ) has been asked to partner with the Apache Junction Unified School District #43 ( ) in providingthem with a school resource officer (SRO) for the Cactus Canyon Junior High School with the position being filled by an AJPD sworn police officer. The position will be 1 % funded (salary and benefits) by a grant secured by AJUSD for two ( ) years. AJUSD #43 has committed to pay for any training the officer ill need in order to fulfill the requirements of the grant. Resolution o. 22-27 whichincludes n intergovernmental agreement e n the Cityof Apache Junction and AJUSD3, AJPD requests council approval of this partnership. The assigned officer would performthe following: • Provide law enforcement and police services tote students, administration, campus and the areas in the immediate proximity tote school, will take reports, investigate criminal incidents and enforce state and city ordinances. • Regularly trol the campus to deter criminal or delinquent activities; monitor uniform crime reporting statistics ( I ) and act as a liaison between AJPDand AJHS an J . • Develop and foster a partnership withJ inistr tors in order to create a secure and safe learning environment for students; assist school administrators to enforce their own policies and procedures; protect school administrators while weapons and/or illegal drug searches are conducted. • e present in situations where a student's emotional state may present a risk o other students and staff members; and workin tandem withschool administrators in emergency crisis planning and facility security. • e a highlyvisible a iciant within the school community by planning, regularly attending an rtici atin in school-related events and functions; and build working relationships with the school's staff nd parent/teacher organizations. • Develop n teach classes with an emphasis on the positive role of police officers i society and other law-related ucaion topics. • Work with academic advisors and behavioral coaches in providing outside agency student services. • Interact with students in the classroom n in the common areas with the intention o promoting law enforcement as a profession and to serve as a positive role model to students. INTERGOVERNMENTAL AGREEMENT BETWEEN CITYJUNCTION AND APACHE JUNCTION 1 I IPROVIDE ELEMENTARY ! (" ") OFFICERFUNDED SCHOOL RESOURCE JUNIOR I SCHOOL THIS INTERGOVERNMENTAL AGREEMENT ( "Agreement") is made as of JUNCTION,the day of 20 , ("Effective Date") by and between CITY OF APAZHE rizon —municipal corporation ("City") and APACHE JUNCTIONI I L DISTRICTpolitical subdivision t o Arizona, n behalf o "Cactus on Junior High School" (" cool"). City and School are sometimes referred r i collectively as the "Parties," r individually as a "Party," RECITALS A. School esir it o assign a policeofficer to School to perform as a school resource officer ("SRO") to provideservices expressed in § 5 of this Agreement, i is willing to assignpolice officer of for such purpose under the termsconditions of this Agreement. B. e Parties areon 1 - (1 ) and 11-952 to enter into this Agreement. AGREEMENT THEREFORE, in consideration of the foregoing citals and the mutual promises and covenants set forth herein, for other consideration, the receipt adequacyf which is hereby acknowledged, the Partiesr s follows: 1. Services. City shall assign one police officer to School seven O calendar days prior to the commencement of theschool year projected to be starting r about July 25, 2022 andJuly 18, 2023 for the first two years this Agreement is in effect until the end of the correspondingschool years projectedi , 2 and May , 2024 respectively, o perform SRO duties at Cactusn Junior High School at 801 West Southern Avenue, c Junction, Arizona. . Term and Termination. This Agreement shall commence on the Effective and all continue until May 31, 2024, however, either Party may terminate this Agreementfor any reason withhi O calendar s' prior written noticeo the other Party by first class certified il, postage prepaid, addressed to the other Party as set forth in § 11 of this Agreement. . Relationship of Parties. City shall have the status of an independent contractor for purposes of this—Agreement. This Agreement is not intended CCJHS SRO IGA -Page 1 of 12 to and ill not constitute, create, give rise t , or otherwise recognize a joint venture, r i , or formal business association or organization of any kind Parties,between the rights and obligationsof the Parties shall only be those expressly set forth in this reement. The Parties agreethat no person supplied of to accomplish the goals of this r en is a Cityemployee. The assigned shall be considered to of City andII be subject to its control and supervision. The assignedill be subjecto current procedures in effect for City police officers, including c II mandated training sti maintain state peaceofficer certification. The assigned SRO shall fulfill duties as a law enforcement officer certified rio Police Officers StandardsTraining board "). School shall not interfere itassigned i r law enforcement officer. City understands that School is responsible for the safety students on campus during curriculum rs. If School receives information i engagedSRO may have in unprofessional, illegal, or immoral cool ill immediately prvi such information o City. If Cityreceives information from any credible source indicating that the assignedv i unprofessional, illegal, or immoral conduct that wouldc officer's ili o safelyand/or professionally performduties for School, City will immediately provide such information, s allowed by I , to School. If any allegedunprofessional, illegal, or immoral conduct might SRO's ability to safelyand/or professionally performi r School, City will immediately remove the SRO from cool to allow Cityand/or School to investigate allegations. City agreesto temporarily assignreplacement police officer of in this situation and if a replacement is r cannot be provided, cool will be creditedfor each day an officer is not assigned to the campus. School, at its sole discretion, refuse the assignmentofficer who has previously ben removed from coo! because of allegations of unprofessional, illegal, or immoral u . School shall reimburse City fort e costs o 's compensation for: 1) days School is insession the SRO is present at School; ) when the SRO is not at the School due to an off-campusc i iSchool's request; ) when SRO is involved in activityi from cti officer while in servicef School, including attendance at court; a ) when the SRO is workinga alternative or schedule reed upon by City andSchool. City is responsible for the costs of SRO's compensation for all other hours of workperformed 4. Costs and Pavment. a. Cost of Waqes for Anticinated Scheduledours. School agrees to pay City HundredOne i Thousand ine Hundred DollarsiNine Cents ( ) for Fiscal Year in consideration r the SRO services r vided by City as set forth in Section 5 below. b. Ovedme. The SRO mustseek approval from cool principal, or the 5rin-iTip—ars designee, appropriate city police departmentsupervisor beforeorkin o SRO-related v i (i.e., those matterspertaining to the School, its students, or } toe ). School shall pay one hundredpercent (1 %) of anyovertime r result SRO-related u cti . City shall pay oner r t ( %) of any SRO overtimeh result from i -r ! ted activities (Le., those matters that do not involve 1, its students, or its employees). The SRO and CityII make everyreasonable efforto ensure that the SRO does not incur overtime costs in any given . c. Pavment and Late Fees. Payment to Cityfrom ch of is due within thirty ( )calendar s of the School's receipt of a monthl itemized invoice. School agrees to pay interest ("late fees") in the amount of ten percent (1 %) per annum on any balancethat remains unpaid or than fifteen (1 ) calendar r the duei its discretion, waive } to fees on a case-by-case basi , Budget.d. c ill establish andmaintain u t according to its established rules and regulations. 5. SRO's Resosi iliti Is. a. The SRO shall have the followingresponsibilities: !. Establish and maintainro si I working relationship with School officials, including bu not limited o assisting in repetitive tru ncy matters that become more time consuming for School's administration. ii. Provide appropriatepolice and enforcement services at School. ill. Work cooperatively with School administrators and parentso identify students i iing high truancy rates. iv. Investigate all reported child incidents it in the School's premises. v. Contact the parent or guardian of students o have not provided School with proof of identification in accordanceit 1 - 828. vi. Prepare and maintainsuch records of their activities as arerequired operational needs of the ApacheJunction Police . b. An SRO shall use good faith os to achievefollowing goals: i. Work cooperatively with School administrators to establishiv administrative review r ncy and repetitive incidents i j civ of reducing r ncy. ii. Refer juveniles or their parents/guardians to appropriate social service agencies for assistance when a need is determined. ill. Instruct School administrators and facultymembers in: ( ) the identification of abusedr neglected children; (b) reporting of abuser neglect; and (c) the actionston be taken to preventfurther abuse or neglect. iv, Provide educational programs in truancy, abuse, or any other topic mutually agreed upon by the Parties in writing. vi. Take appropriate steps, including enforcement and reporting action, consistent with a policeofficer's duty, upon the discoveryf child abuse, drug use, or any other crime. c. The SRO, at his or her discretion, mayor h following final tasks o enhance school efficiency: I. Plan School security improvements. ii. Prepare law-related uc tin lessons. iii. Develop collaborations with community resources, identifying services offered that couldfit students. iv. Conduct School safety assessments. v. Plan in-service training. 4 vi. Collaborate withcool administration to analyzecriminal incident reports and disciplinaryrecords as a means of identifying patter v ! in strategies to address problems. vii. Work with community-based and youth recreational and leadership development ctiviti s that complement and reinforce cool safety priorities. viii. Attend trainingo nii . . Time and PlacePerformance. a. City will ensure thatthe assigned SRO will provide the servicesr this Agreement in a full-time, fay O hour a weekcapacity when school is i sessionc of requests durin out-of-session br s. The assigned officer ill wear uniforms as authorizedCity. b. e activities will be restricted assigned c I grounds except for: !, Follow-up o e visits when neededas a result of School-relatedmatters. ii. Incentive r r s approved in writing (for example, by e-mail) between the policesupervisor and School'sprincipal, or the principal's designee. iii. In response to off campus, but School-related, criminal activity. iv. Attendance at - s events or meetings at School's request. v. Attendance at training. vi. In response r cpolice activities. vii. As directed by anypolice t supervisor. viii.During days that School is not insession, the assigned SRO shall perform is or her regular duties at a duty station as determinedit . 8. School ni !!! ! s. a. School will provide the SRO with an office at School and such equipment and office supplies is necessaryfor performance of the duties noted in this Agreement, including ir, telephone, computer and e- 5 mail linkages, and filingspace capable of beingsecured. b. Upon termination, all property or equipment used by the Parties in the performance of their responsibilities r this Agreement shall remain property of the Party that purchasedr or equipment. Status9. tin s. By mutual agreement, the Partiest time i for purposes of discussingstatus n conduct rk being performed under this Agreement andaddressing r ! s that havethe Parties' i h it views o such problems may be resolved, including n ing the terms andconditions of this Agreement. 10.Entire Agreement. This Agreement and any attachments represent it agreementen the Partiesn rall prior negotiations, representations, or agreements, either express or implied, written or oral. It i mutually rsood and agreed that no alterationr variation of the terms n conditions of this Agreement shall be validunless in writingsigned Parties hereto. Written andsigned amendmentsshall automatically of the supporting documents, and shall supersede any inconsistent r vision therein; provided, that any apparentinconsistency shaII be resolved, i possible, ruin the provisions as mutuallyI n supplementary. AII amendments to this Agreement must be in writing approved city council and school's board. 11.Notices. Except as otherwise required 1 , any notice required r permitted under this re a !i be in writingn ll be given by personal delivery, or by deposit in the UnitedStates mail, certified or registered, return receipt requested, s prepaid, t ss to the Parties at their respective addresses set forth below, or at such other address as a Party may designatein writing pursuant to the termsf this ci : City: Apache Junction Police Department Attn: Chief of Police 300 E. Superstition !vApache Junction, Arizona 85119 With a copy to: City of Apache Junction Attn: City Attorney 300 E. Superstition Iv the Junction,Arizona 85119 School: Apache Junction Unified School District Attn: School Superintendent 1575 W. SouthernAve. Apache Junction, Arizona 85119 With copy t : Apache Junction Unified School District Attn: i en ci I Officer 1575 W. Southern Ave. ApacheJunction,Arizona 85119 12,Fincenorintina andc roun eck. City represents and warr t Il fingerprinting and backgroun eck clearances as per AZPOST requirements to serve as a peaceofficer in the State of Arizona. 1 1 r r uirThe Partieswarrant their respective compliance with II federal immigration laws andregulations relating to theit respective employees andc respectively warr t its respective li cwith - 1 O. Any breachof the warranties under this paragraph will be deemed a material breach of the Agreement and is subject o penalties up to and including r i do of the Agreement. 14.SeverabilL. The Parties each believethat the execution, live performance this Agreement are in compliance with all applicable laws. However, in the unlikely event that any provision of this Agreement is declared void r unenforceable ( r is construed s requiring i o any actin violation of any applicablelaws, including constitutional provision, I , regulation, or city code), such provision shall be deemedsevered from this Agreement and this Agreement II otherwise remain in full force and effect; providedt this Agreementshall retroactively be deemed reformed t reasonably i !e in n r so that the reformed r (and any related agreements ci s of the same date) provide essentially the same rights and benefits (economic i ) to the Pates as if such v r c reformation r not required. 1 ss prohibited by applic 1 laws, the Parties further shall perform all acts andexecute, c o land/or deliver all amendments, instruments and consents necessary to accomplish and to give effect to the purposes of this Agreement, s reformed. 15.Governinq Law, Venue and Attornev Fees. The terms and conditions of this Agreement shall be governedand interpreted in ccr ce with the laws o the State of Arizona. Any actionlaw or in equitybrought by either Party for the purpose of enforcing right r rights provided for in thisr all be tried in a court of competent jurisdiction in Pinal County, Arizona. The Pates hereby waivell provisions of law providingfor a change of venue in such proceeding otherany county. In the event 7 it Party shall bring suit to enforce term of this Agreement or to recover damagesany for and on accountthe breachr r condition in this Agreement, it is mutuallyr he prevailing party in such actionII recover all costs including reasonable tr s to be determinedcourt in such action. 16. Successors, Assignment & Delgggtion. The obligationsrights created i t i -reement are ! i upon and shall inure to the benefit of the Parties and their successors, assigns and legal representatives. i r Party may assign, sublet or delegate the dutieshereunder, without the prior written approval of the other Party. Suchsuccessor or assignee shall assume, in writing, all duties obligations her r of the prior party and shall further agree to be boundn o fully perfarm the terms of this Agreement. 17.Cancellation for Conflict of Interest. it cl acknowledge that this Agreementis subject to cancellation by eit Party pursuantto the provisions A. R.S. § 38-511. 18.Nonawrooriation. c recognizes that the performanceeither Party under this Agreement may be dependentr ri i of funds to or by that Party. Should either Party fail to appropriates funds, that Party may terminate this Agreement as stated herein without further duty or obligation. Each Party agrees to givenotice to the other Party as soon as reasonably possi I after the unavailabilityf funds comes to tattention. 1 . Indemnification andInsurance. . To the extent permittedlaw, each Party (In itr) covenants and agrees to fully indemnify, defend ando! r 1 ss the other Party (I nit ), its electedappointed officers, employees, and agents from and against any and all suits, actions, legal or administrative proceedings, claims, demands or damages of any kindor nature relating to this Agreement, including tr witness fees, which, are the result c r omission the Indemnifying , its officers, employees, contractees, agents, and anyoneacting r its direction or control, whether reckless, intentional or negligent, in connection with or incident to this Agreement. if any action r claim shall be broughtor asserted againsteither Party or its directors, officers, agents, servants or employees for which indemnity sought from it r Party, the Parties shall promptly notifyone another in writing. The noticed Party shall, within ten (1 ) working days of receiving such notice, assume defense thereof, and the paymentall expenses, including n attorney fees and all court costs which shall be paid as incurred. b. Each Party warrants that it is properly andadequately insured for the activities and performances provided under this Agreement and agrees to maintain such insurance for the duration of the Agreement. It is understood and agreed that either Party mayelect o self-insure r obtain insurance through oli agreement with other governmental entities against any or all of the risks related to this Agreement. . This section shall survive it i r early terminationthis Agreement, .Workers' CoMpgrisation. An employee ih r Party shall be deemed to be an "employee" f both publicagencies it r i rut to this Agreement solely for purposes of A.R.S. § 23-1022Arizona Workers' Compensation laws. The primaryemployer shall be solely liable for any workers' compensation benefits, which may accrue, c shall post a noticepursuant to the provisions -1 ( ) in substantially the follo i for "All employees are herebyu h r notified required to work under the jurisdiction or control of or within the jurisdictional boundaries another public agency pursuanto an intergovernmental agreement or contract, and under such circumstances they aree laws of Arizona employees of both public agencies for the purposes of workers' compensation." 1. ily Education Rights and Privacy Act CoMpliance. BothParties will ensure that i i lon and disposition of educational records complies !! times with the Familyti n I Rights and Privacyt of 1974 andsubsequent amendments thereto. ,Time is of the Essence. Time is of the essence withrespect to all provisions in this Agreement, I in performance by either Party shall constitute material breach this Agreement. 23.Prohibition to Contract with Entities Who g in Boy o f of the StateIsrael. PartiesThe c Iedge A.R.S. §§ 35-393 through - 3. which forbidspublic entities from contracting i entities who engage in boycottsof the State of Israel. Should either Party engage in any such boycott against the State of Israel, this Agreement shall be deemed automaticallyterminated operation of law. Any such t is a material breach of contract. IN WITNESS , the Parties have executed this Agreement as of the datefirst set forth above, SCHOOL: JUNCTIONAPACHE I I L DISTRICT PAIAA Chelsea Connolly Its: District Boardr si n ATTEST: r�r Board cre CITY: CITY OF APACHE JUNCTION, I n Arizona municipal corporation Walter"Chip" it n Its: �µ Mayor ATTEST: Jennifer Pena City Clerk 1 STATE OF ARIZONA )ss. COUNTY OF f. • �) The foregoing was subscribed and sworn to before me this fl\- day of . . . , 20 .by Chelsea Connolly, Board President of the Apache Junction Unified School District#43, .. �� EDNA 0 FF Notary Public AIM Notary Public•Arizona Maricapa County Commission 0 556612 ' My Comm.Expires Dec 20,2022 My Commission Expires: h STATE OF I ) )ss. COUNTY OF PINAL ) The foregoing a subscribed n sworn to before me this Walter "Chip" Wilson, or of Cityc unction, Arizona, riz municipal corporation, h le signed the foregoing instrument ICity. Notary lic My Commission Expires: APPROVALCOUNSEL AS TO FORM: I have read this r t and have determinedch Agreement i in proper form is enteredinto withint f and authoritythe laws of the Statef Arizona. { District Attorney, Rodney States Date I have read this r t and have determinedr is in proper form is enteredinto withint r f and authoritygranted the laws f the State of Arizona. City rney, Richard J. SternDaDate . 1 City of Apache Junction, Arizona 300 E Superstition Boulevard Agenda Item Cover Sheet Apache Junction,AZ 85119 Agenda Item No.21. File ID: 22-430 Sponsor:Jennifer Pena Agenda Date:7/19/2022 Index: In Control: City Council Meeting Executive Session at 6:00 P.M. for Monday, August 1, and Executive Session at 6:00 P.M.for Tuesday, August 2, in the city council conference room located at 300 E. Superstition Boulevard in Apache Junction,Arizona and other meetings scheduled if necessary. City of Apache Junction,Arizona Page 1 Printed on 711412022