Loading...
HomeMy WebLinkAbout2022 07.18 City Council Work Session Agenda City of Apache Junction, Arizona Meeting location: City Council Chambers 1U Z at City Hall Agenda 300 E.Superstition Blvd. \gilONr Apache Junction,AZ - City Council Work Session 85119 apachejunctionaz.gov Ph:(480)982-8002 Monday,July 18,2022 7:00 PM City Council Chambers A. CALL TO ORDER B. ROLL CALL C. AGENDA ITEMS 1. 22-394 Presentation and discussion on Resolution No. 22-16, designating the City of Apache Junction as a Destination Marketing Organization for the purpose of coordinating tourism promotion with the Arizona Office of Tourism. Sponsors: Janine Solley Attachments: Resolution 22-16 w Exhibit A Staff Memo Az Office of Tourism Presentation Resolution No 22-16 AOT Affidavit 2. 22-418 Presentation and discussion of the Economic Development Agreement with the Greater Phoenix Economic Council (GPEC)for economic development services for the term of one year and in the amount of$24,334.00, and appointment of Councilmember Peter Heck as the City of Apache Junction representative to the GPEC Board of Directors. Sponsors: Janine Solley Attachments: Staff Memo GPEC contract renewal FY22 23 GPEC FY 22 23 Contract Exhibit A Action Plan FY23 Exhibit B FY23 Metrics Exhibit C Target Industries Exhibit D FY23 Reporting draft Exhibit E FY23 City default Exhibit F FY23 Regional Cooperation Protocol Policy AJ-GPEC Contract Renewal Presentation City of Apache Junction,Arizona Page 1 Printed on 7/13/2022 City Council Work Session Agenda July 18,2022 3. 22-400 Presentation and discussion on proposed Resolution No. 22-22 which authorizes the city to enter into Intergovernmental Agreement(IGA) Amendment No. 2 with Arizona Department of Transportation (ADOT) for additional federal 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. Sponsors: Raquel Schatz Attachments: Council Memo Resolution 22-22 Resolution 22-22 IGA Amendment 02 06.08.22-Revised-19-0007587-A2-Dist SC-T023701 D 03D 01 22-400 Res 22-22 Idaho Road IGA Amendment 20220718 DRA 4. 22-454 Presentation and discussion on 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. Sponsors: Raquel Schatz Attachments: Council Memo Resolution 22-23 Resolution No 22-23 IGA Amendment 02 06.06.22 20-0007697-Amend 2-Dist C-T024201 C 22-454 Res 22-23 OWH Sidewalk IGA Amendment 20220718 5. 22-421 Presentation and discussion 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. Sponsors: Raquel Schatz Attachments: Res 21-34 Council Memo Res 21-34 Resolution Combined 6. 22-423 Presentation and discussion of 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. Sponsors: Raquel Schatz Attachments: Res 21-33 Council Memo 20220718 Res 21-33 Resolution Combined City of Apache Junction,Arizona Page 2 Printed on 7/13/2022 City Council Work Session Agenda July 18,2022 7. 22-434 Presentation and discussion 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). Sponsors: Sidney Urias Attachments: Final Plat Staff Report Blossom Rock Phase I SV CC DU2 Final Plats Final Plat for Blossom Rock Phase 1 Blossom Rock Phase 1 Land Use Budget 8. 22-435 Presentation and discussion 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). Sponsors: Sidney Urias Attachments: Final Plat Staff Report Blossom Rock Phase 2 Final Plat for Blossom Rock Phase 2 Blossom Rock Phase 2 Land Use Budget 9. 22-436 Presentation and discussion of the Final Plat for Infrastructure for Superstition Vistas Development Unit 2 - Blossom Rock Trail Phase 1 (SV-22-16-B I). Sponsors: Sidney Urias Attachments: FP Staff Report Infrastructure for Blossom Rock Trail P1 Final Plat for Infrastructure BRT P1 10. 22-437 Presentation and discussion of the Final Plat for Infrastructure for Superstition Vistas Development Unit 2 - Ray Avenue Phase 1 (SV-22-15-B I). Sponsors: Sidney Urias Attachments: FP Staff Report Infrastructure for Rav Avenue Final Plat for Infrastructure Ray Avenue P1 11. 22-439 Presentation and discussion 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 City of Apache Junction,Arizona Page 3 Printed on 7/13/2022 City Council Work Session Agenda July 18,2022 D. ADJOURNMENT Copies of this agenda and additional information on any of the items listed above may be obtained from the City Clerk's office located at 300 E Superstition Blvd,Apache Junction,AZ 85119, Monday through Thursday from 7:00a-6:00p, excluding holidays. The City of Apache Junction invites and welcomes people of all abilities to use our programs, sites and facilities. Specific requests may be made by contacting the Human Resources Office at(480)474-2617 or TDD(480) 983-0095. The Apache Junction City Council may vote to go into Executive Session for legal advice on any item listed on this agenda pursuant to A.R.S. §38-431.03(A)(3);this notice is given pursuant to A.R.S. § 38-431.02 to the members of the City Council and the public. City of Apache Junction,Arizona Page 4 Printed on 7/13/2022 ►P�"E�c�, City of Apache Junction, Arizona 300 E Superstition Boulevard = Agenda Item Cover Sheet Apache Junction,AZ _ 85119 Agenda Item No. 1. Piz File ID: 22-394 Sponsor: Janine Solley Agenda Date: 7/18/2022 Index: In Control: City Council Work Session Presentation and discussion on Resolution No. 22-16, designating the City of Apache Junction as a Destination Marketing Organization for the purpose of coordinating tourism promotion with the Arizona Office of Tourism. City of Apache Junction,Arizona Page 1 Printed on 7/13/2022 RESOLUTION NO. 22-16 A RESOLUTION OF THE MAYOR AND CITY COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA, TO RETROACTIVELY DESIGNATE THE CITY OF APACHE JUNCTION AS A DESTINATION MARKETING ORGANIZATION FOR THE PURPOSE OF COORDINATING TOURISM PROMOTION WITH THE ARIZONA OFFICE OF TOURISM. WHEREAS, the City of Apache Junction is a growing tourism destination for domestic and international visitors; and WHEREAS, the City of Apache Junction has established a tourism line-of-service and executed industry best practices through the Apache Junction Economic Development Department, including a VisitAJ tourism brand, a VisitAJ. com tourism website, and a VisitAJ marketing campaign; and WHEREAS, the Arizona Office of Tourism ("AOT") is the Destination Marketing Organization ("DMO") for the State of Arizona and is seeking to streamline efforts to coordinate tourism promotion through a local DMO designation campaign; and WHEREAS, AOT defines a DMO as NNa not-for-profit organization or governmental unit that is responsible for the tourism promotion and marketing of a destination on a year-round basis"; and WHEREAS, local DMOs must be designated by a municipality, county or tribal entity (the "Entity") ; and WHEREAS, AOT now requires DMO-designation for participatin in AOT programs, including grants, trade shows, and other opportunities for tourism promotion and funding; and WHEREAS, AOT requires the designated DMO to submit the AOT Designation of Destination Marketing Organization Affidavit, attached hereto as Exhibit A and incorporated herein by reference, and an official action by the Entity leadership that authorized the designation of the DMO; and WHEREAS, becoming a designated DMO within the State of Arizona would provide the City of Apache Junction the benefit of exclusive partnership and grant opportunities with AOT that would serve to promote local tourism, support local business, and generate local tax revenue; and RESOLUTION NO. 22-16 PAGE 1 OF 2 WHEREAS, the City Council of the City of Apache Junction have determined that it is in the best interest of the City to become a designated DMO in the State of Arizona. 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 designate the City of Apache Junction to become a Destination Marketing Organization for the purpose of recognition by the Arizona Office of Tourism and the authorization be effective retroactively from July 1, 2022 until revoked by the City Council but shall be effective at least until July 2023 . 2) Staff shall have the authority to execute the AOT Designation of Destination Marketing Organization Affidavit and other such documents that may be necessary to carry out the intent of the AOT Designation of DMO Affidavit. 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. 22-16 PAGE 2 OF 2 Exhibit A ARIZONA OFFICE OF TOURISM DESIGNATION OF DESTINATION MARKETING ORGANIZATION AFFIDAVIT STATE OF ARIZONA ) ss. COUNTY OF ) I, being first duly sworn, state as follows: 1. 1 am a duly authorized representative of (the "Entity"), located at the physical address of , and I may be reached at the following telephone number: 2.This affidavit attests that the following organization meets the Arizona Office of Tourism requirements and is designated as the DMO for the Entity: 3.The above-listed organization has been designated as the Entity's DMO, by official action,to wit: , on day of , 20_ (List official action, such as Resolution, Ordinance, and/or Contract) and date of execution) 4. 1 am attesting that, per the listed official action,the Entity agrees that such DMO designation will be effective indefinitely or until the Entity amends the designation. AOT can request written verification at any time. I certify that, under the penalty of perjury of the law of the state of Arizona,that the above written statements herein are true and accurate to the best of my knowledge, and that I have authority granted by the Entity to sign this affidavit. (Signature) (Printed or typed name) (Title) SUBSCRIBED AND SWORN to before me,the undersigned notary,this day of , 20_, by a person demonstrated to me to be based on Notary Public 2 DATE: June 22, 2022 MEMORANDUM TO: The Honorable Mayor and City Councilmembers MEMORANDUM THROUGH: Bryant Powell, City Manager Matt Busby, Assistant City Manager MEMORANDUM FROM: Janine Solley, Economic Development Director SUBJECT: Arizona Office of Tourism (AOT) — Designating the City as the official Destination Marketing Organization (DMO) REQUEST Staff respectfully requests the Mayor and City Council receive a presentation and discuss designating the City of Apache Junction as the designated DMO responsible for coordinating tourism promotion with AOT. Resolution 22-16, a Resolution designating the City of Apache Junction as the DMO, will be on your August 16, 2022 Consent Agenda. BACKGROUND The City of Apache Junction has participated with AOT in their annual Rural Marketing Co- op Program since FY 14/15. The program is designed specifically for rural DMO's to drive visitation, support robust media plans, and provide subsidized rates for all marketing partners with AOT with the goal of increasing visitation, increasing return visitation, and increasing visitor spending. Since the city began participating, we were able to administratively self-designate the City of Apache Junction as the DMO for the area. AOT defines a DMO as a not-for-profit organization or governmental unit that is responsible for the tourism promotion and marketing of a destination on a year-round basis. Recently, AOT began a statewide requirement that an "Official Action" be initiated to recognize an area's DMO, and required it be in the form of a resolution, ordinance or contract with the municipality. In order to participate with AOT in the Rural Marketing Co-op this year, we are requesting the city council approve Resolution No. 22-16, designating the City of Apache Junction as the official DMO. DISCUSSION The City has historically been the designated DMO and regularly participates in activities related to tourism promotion, including participating in AOT's Rural Marketing Co-op. A Resolution designating the City of Apache Junction as the DMO will allow continued participation. The authorization will be retroactive to July 1, 2022 and effective until revoked by the City Council but shall be effective at least until July 2023. If, in the future, the responsibilities of tourism promotion should shift to an entity other than the city, a request can be made to the City Council to take an action to designate that entity as the official DMO eligible to participate in the AOT Rural Marketing Co-op program. RECOMMENDATION Staff respectfully recommends the city council approve Resolution No. 22-16 on Consent Agenda for August 16, 2022. DOWNTOWN A J A14 Arizona Office of Tourism - Designation of /;OF,5 Destination Marketing Organization Affidavit MOM.--% Resolution No. 22- 16 DOWNTOWN A , ' Tourism Marketing 0 M=d •Rural Marketing Co-op Pmgram X } — X G tourism.azgov/rural-marketing-co-op-program/ LA Q Muni, G Google ea Coum l Meeting&... 1 Crty Intranet V Google Maps M Prod A01 Kronos K. ep Apache Juncton.A.., m U.S.Census Bureau ®Visit Buellton,CA in... 0 Apache Junction,A.. /6 Vsit AJ FC Location Summary 1... z PHX East Valley Inn.,. •• Photos-M Flick- • AR I ZO N A Who We Are Research b Resources Advertising b Branding Trade b Media Partner Opportunities OFFICE OF TOURISM AOT's Rural Cooperative Marketing Program is designed specifically for rural destination marketing organizations(DMOs),regional partnerships,statewide tourism associations and tribal entities to participate in. Through the Rural Cooperative Marketing Program's opportunities,participants can drive visitation to Arizona's rural and tribal destinations.The program features a variety of offerings that include research,strategy,content creation/SEO,SEM,integrated marketing campaigns, online,print,outdoor,and AOT publications and trade b media missions. The campaign runs from September 1,2022 to August 31,2023. Arizona's rural DMOs,regional partnerships,statewide tourism associations and tribal entities are invited to apply.ACT welcomes regional partnerships between metro DMOs,rural DMOs and Tribes-Qualifying applicants will receive matched rates.Budget allocations are contingent upon AOT's available funding. On July 18,2022,AOT will host a Rural Cooperative Marketing Program webinar where we'll discuss the program guidelines,including eligibility and the application process.We'll also review the marketing plan(target markets,list of opportunities and AOT's supporting campaign)and the new and improved online selection sheet. FY23 Rural Cooperative Marketing Program Guidelines& Webinar Link h- �d"zru ARIZONA orl6FPMOY AI9 VOLIB X¢t 6 U 1 9.0 4 . VIM %J "! , ' "I "� ',y t �I '�" INve Fn WHERE TO GO•WHAT TO SEE•WHAT TO BUY•AS YOU DRIVE 1 { i �9— y e , TUCSON COMES ALIVE! ALL SOULS PnOCESSI.0N IN THIS ISSUE .zone al¢Pazkz qq Skoppi g r k� fl . StittIWO M1 is�iNllltoMl itptle �•`! _ �NoR JN�oo�oy i D�Mil OA `: s � d , �o�(it oM d ooI&*a All of Sly N�tjtp�M���i■e! Home to over 9O RV Parks Surrounded by scenic drives and tons of attractions-Visit the Historic U we li < lif Don's Monument We Salute Our VeteraAS at the downtown Al memorial-RV Parts,Service and Propane facilities-Grocers,pharmacies and general goods to meet all your"en-the-road"needs-Hiking,horseback riding,boating...or just take In the views of the majestic Superstition Mountains-Friendly and hospitable , Enjoy the beauty,stay for the ton! AFL.Wt"0200 most Uwa.ir il■�ot saw l��i� r.;. tMPoll �. f Tube DOWNTOWN A .' FIND TREASURE IN OUR PARKS! APACHE JUNCTION, AZ nu , Your trallhead to events 8& outdoor adventures) ' I Festival of the Superstitions-November B &9.2014 T� Lost Dutchman Marathon-February 15th Outdoor ! _ DaGraztes Superstition Exhibit -Thru April 2015 . P p adventure? i A AZ Aenassaince Festival-Weekends February Thru March +" ,1,�r Lost Dutchman Days-February 28 Thru March 1 Head East! iy � -_ br . www.vlsltaj.com ` - VISITAJ.COM DOWN TOWN A J r Discover Apache.unction X } — E C iQ O visitaj.com L * o ©Munis G Google q Council Meeting&... 1$City Intranet Q Google Maps Q Prod A01 Kronos W... q Apache Junction.A... m U.S.Census Bureau ®Visit Buellton,CA-. :,'• Apache Junction;A... _k, Visit A) FC Location Summary 1... PK East Valley inn... •• Photos-AJ Flickr » Q� APACHE JUNCTION,AZ DINING ATTRACTIONS LODGING SHOPPING HIKING EVENTS BLDG aJ Sign In 77, 104 OL AL oil 74 t •. Traci _u BOOT BARN WELCOME! Just minutes from Phoenix,Apache Junction is the gateway to incredible outdoor adventure and is home to the majestic setting of the Superstition Mountains and outdoor desert recreational adventures.Apache Junction is a favorite destination for hiking,camping,fishing,horseback riding,bird watching,and who knows? You might even discover a gold nugget left behind by the legendary Lost Dutchman. c/, D v "." v — 6 X a rketi ng-co-op-prog ram/ L * * [3 II$ City Intranet V Google Maps W Prod A01 Kronos W... 4 Apache Junction,A... m U.S.Census Bureau ®Visit Buellton,CA in... 0 Apache Junction,A... x Visit AJ Fe Location Summary i... PHX East Valley Inn... •• Photos-AJ Flickr webinar. Important FY23 Program Notes: Program Spending Cap:This year's program spending cap has been increased to$75,000 Cover Sheet,Affidavit,Offical Action Can All Be Uploaded HERE All DMO Designation Material Can Be Found HERE TRAVELING • Who signs the DMO Affidavit? Visit The designating entity's(the municipality,county,or tribe)authorized signatory.Example: Arizona City Manager,Mayor,Tourism Manager,Economic Development Manager,etc. • • What is an"Official Action-? An"Official Action"is a resolution,ordinance,contract or tribal action • Who creates the"Official Action`? The designating entity(municipality,county or tribe)would initiate the"Official Action" • What needs to be included in the"Official Action"? o Statement of recognition from the designating entity o Signatory authority granted to an individual tied to the designating entity Submission Deadline:The program application and selection sheet receipt must be submitted to Jamie Daer at jdaer(dtourism.az.gov by July 29,2022,5:00 p.m.PST/MST. A•rr"r •• 9Nw•w GOVERNNENETAL•� A,u•rr reM,N T—Ve� i MALL ••�"""• _ •, , a w nn.n A 9ce w A, SrMM 5•ru Ira551 ■ DO W N TOWN A J Staff respectfully requests approval of Resolution No . 22- 16 on your August 16 Consent Agenda Questions? ►P�"E�c�, City of Apache Junction, Arizona 300 E Superstition Boulevard = Agenda Item Cover Sheet Apache Junction,AZ _ 85119 Agenda Item No.2. Piz File ID: 22-418 Sponsor: Janine Solley Agenda Date: 7/18/2022 Index: In Control: City Council Work Session Presentation and discussion of the Economic Development Agreement with the Greater Phoenix Economic Council (GPEC)for economic development services for the term of one year and in the amount of$24,334.00, and appointment of Councilmember Peter Heck as the City of Apache Junction representative to the GPEC Board of Directors. City of Apache Junction,Arizona Page 1 Printed on 7/13/2022 O�PQ AC F1E JG�'C' z City .f o .pp ache Junction -MIZ014 Economic Deveropment Department DATE: June 30, 2022 MEMORANDUM TO: The Honorable Mayor& City Councilmembers MEMORANDUM THRU: Bryant Powell, City Manager Matt Busby, Assistant City Manager MEMORANDUM FROM: Janine Solley, Economic Development Director SUBJECT: Greater Phoenix Economic Council (GPEC) contract Renewal FY 22/23 and GPEC Board Recommendation The Greater Phoenix Economic Council (GPEC) has acted as the City's Regional Economic Development agency since 2007. As such, GPEC undertakes strategic economic development initiatives including business recruitment, expansion and attraction to bring additional jobs and positive economic outcomes to the Phoenix region. With our GPEC membership, we have representation on the GPEC Board of Directors, Mayors & Supervisors leadership involvement, and Economic Development staff with the Economic Development Directors Team meetings, and access to GPEC educational and ambassador events. Heading into our 15th year as a member of GPEC, we're pleased with the variety and quality of services GPEC provides to Apache Junction and the Greater Phoenix Region to enhance the region's competitiveness and grow quality jobs. Per the annual contract, GPEC and the City of Apache Junction have specific responsibilities to cooperate on a regional level to meet GPEC's specific annual performance targets. While some strategies are periodically adjusted or enhanced to meet current economic climates or business trends, the core focus and goals remain relatively fixed. A full copy of the contract and exhibits has been provided. This year's GPEC renewal is in the amount of $24,334.00 (based on $0.6252 per capita for Pinal County population of 38,610, and $0.4897 per capita for Maricopa County population of 399). Staff once again respectfully recommends approval of the contract and the Mayor's recommendation to have Councilmember Peter Heck serve as Apache Junction's representative on the GPEC Board of Directors. The item will be on your August 16, 2022 Consent Agenda. Voice (480) 982-8002 •Fax (480) 982-7018 • TDD (480) 983-0095 www.ajcity.net 300 E. Superstition Boulevard, Apache Junction,AZ 85119 ECONOMIC DEVELOPMENT AGREEMENT BETWEEN THE GREATER PHOENIX ECONOMIC COUNCIL AND THE CITY OF APACHE JUNCTION This AGREEMENT is entered into between the CITY OF APACHE JUNCTION, an Arizona municipal corporation ("City"), and the GREATER PHOENIX ECONOMIC COUNCIL ("GPEC"), an Arizona non-profit corporation, both of which may be hereinafter referred to collectively as the "Parties" or individually as a "Party". RECITALS A. City desires to retain the services of a regional economic development agency to undertake strategic worldwide economic development initiatives including business recruitment, expansion and attraction to bring additional jobs and positive economic outcomes to the Phoenix region. B. GPEC is one of the region's premier economic development groups for regional economic development services for the Phoenix region. C. The purpose of this agreement is to set forth the regional economic development program that GPEC agrees to undertake, the support that the City agrees to provide, the respective roles of GPEC and the City and the payment schedule between the City to GPEC for the 2022-2023 fiscal year. D. The Parties negotiated a similar agreement effective July 1, 2022 through June 30, 2023. NOW,THEREFORE, in consideration of the mutual promises contained herein, the CITY and GPEC agree as follows: I. RESPONSIBILITIES OF GPEC A. MISSION: Attract and grow quality businesses and advocate for Greater Phoenix's competitiveness. B. GOALS: GPEC is guided by and strategically focused on two specific long- range goals: 1. Marketing the region to generate qualified business/industry prospects in targeted economic clusters 2. Leveraging public and private allies and resources to locate qualified prospects, improve overall competitiveness, and sustain organizational vitality C. RETENTION AND EXPANSION POLICY: 1. GPEC's primary role is developing the Greater Phoenix region's market intelligence strategy for high wage, base industry clusters in coordination with representatives of GPEC member Page 1 of 13 communities. 2. Retention and expansion of existing businesses within GPEC member communities is primarily a local issue. 3. GPEC will support its member communities' efforts to retain and expand existing businesses through coordinating regional support and providing research on key retention and expansion projects. 4. GPEC will advise its member communities when an existing company contacts GPEC regarding a retention or expansion issue, subject to any legal or contractual non-disclosure obligations. D. ACTION PLAN AND BUDGET: In accordance with the Mission, Goals and Retention and Expansion Policy set forth above and subject to the availability of adequate funding, GPEC shall implement the Action Plan and Budget adopted by GPEC's Board of Directors, a copy of which has been delivered to the City, receipt of which is hereby acknowledged. A summary of the Action Plan is attached hereto as Exhibit A ("GPEC Action Plan"). The City shall be informed of any changes in the adopted GPEC Action Plan which will materially affect or alter the priorities established therein. Such notification will be in writing and will be made prior to implementation of such changes. Notwithstanding the foregoing, the City acknowledges and agrees that GPEC may, in its reasonable judgment in accordance with its own practices and procedures, substitute, change, reschedule, cancel or defer certain events or activities described in the GPEC Action Plan as required by a result of changing market conditions, funding availability, unforeseen expenses or other circumstances beyond GPEC's reasonable control. GPEC shall solicit the input of the City on the formulation of future marketing strategies and advertisements. The GPEC Action Plan will be revised to reflect any agreed upon changes to the GPEC Action Plan. E. PERFORMANCE TARGETS: Specific performance targets, established by GPEC's Executive Committee and Board of Directors, are attached hereto as Exhibit B ("GPEC Performance Measures") and shall be used to evaluate and report progress on GPEC's implementation of the GPEC Action Plan. In the event of changing market conditions,funding availability, unforeseen expenses or other circumstances beyond GPEC's reasonable control, these performance targets may be revised with the City's prior written approval, or with the prior written approval of a majority of the designated members of GPEC's Economic Development Directors Team ("EDDT"). GPEC will provide monthly reports on the 15th of each month to the City discussing in detail its progress in implementing the GPEC Action Plan as well as reporting the numerical results for each performance measurement set forth in Exhibit B. GPEC shall provide a copy of its annual external audit for the preceding fiscal year to the City no later than December 31, 2022. In the case of any benchmark which is not met, GPEC will meet with the EDDT to provide an explanation of the relevant factors and circumstances and discuss the approach to be taken in order to achieve the target(s). Failure to meet a performance target will not, by itself, Page 2 of 13 constitute an event of default hereunder unless GPEC: (i)fails to inform the City of such events; or (ii)fails to meet with EDDT to present a plan for improving its performance during the balance of the term of the Agreement. II. RESPONSIBILITIES OF THE CITY A. STAFF SUPPORT OF GPEC EFFORTS: The City shall provide staff support to GPEC's economic development efforts as follows: 1. The City shall respond to leads or prospects referred by GPEC in a professional manner within the time frame specified by the lead or prospect if the City desires to compete and if the lead is appropriate for the City. When available, the City agrees to provide its response in the format developed jointly by EDDT and GPEC. 2. The City shall provide appropriate local hospitality, tours and briefings for prospects visiting sites in the City. 3. The City shall provide an official economic development representative to represent the City on the EDDT, which advises GPEC's President and CEO. 4. The City shall cooperate in the implementation of GPEC/EDDT process improvement recommendations including the use of common presentation formats, exchange of information on prospects with GPEC's staff, the use of shared data systems, land and building data bases and private sector real estate industry interfaces. 5. The City shall use its best efforts to respond to special requests by GPEC for particularized information about the City within three business days after the receipt of such request. 6. In order to enable GPEC to be more sensitive to the City's requirements, the City shall, at its sole option, deliver to GPEC copies of any City approved economic development strategies, work plan, programs and evaluation criteria. GPEC shall not disclose the same to the other participants in GPEC or their representatives. 7. The City shall utilize its best good faith efforts to cause an economic development professional representing the City to attend all marketing events and other functions to which the City has committed itself. 8. The City agrees to work with GPEC to improve the City's competitiveness and market readiness to support the growth and expansion of the targeted industries as identified for the City in Exhibit C ("Targeted Industries"). B. NONEXCLUSIVE AGREEMENT: The City recognizes GPEC as a regional economic development organization for marketing the Greater Phoenix Page 3 of 13 region. Nothing in this agreement however prohibits the City from contracting with other regional economic development marketing providers for similar services. III. ADDITIONAL AGREEMENTS OF THE PARTIES: A. PARTICIPATION IN MARKETING EVENTS AND PROVISION OF TECHNICAL ASSISTANCE: Representative(s) of the City shall be entitled to participate in GPEC's marketing events provided that such participation shall not be at GPEC's expense. When requested and appropriate, GPEC will use its best efforts to provide technical assistance and support to City economic development staff for business location prospects identified and qualified by the City and assist the City with presentations to the prospect in the City or their corporate location. B. COMPENSATION &TERM: 1. The City agrees to pay$24,334 for services to be provided by GPEC pursuant to the Agreement during the fiscal year from July 1, 2022 ending on June 30, 2023, as set forth in this Agreement. This amount is based on approximately $0.6252 per capita applied to that portion of the City's population outside of Maricopa County plus $0.4897 per capita applied to that portion of the City's population within Maricopa County, based upon the based up on the 2021 Office of Economic Opportunity population estimate, which listed the City as having a population of 38,610 in Pinal County and 399 in Maricopa County. The payment by the City may, upon the mutual and discretionary approval of the board of directors of GPEC and the City, be increased or decreased from time to time during the term hereof in accordance with the increases or decreases of general application in the per capita payments to GPEC by other municipalities which support GPEC, but in no event shall the total compensation exceed $30,000.00 for the term of this Agreement. 2. Funding of this Agreement shall be subject to the annual appropriations of funds for this activity by the City pursuant to the required budget process of the City. 3. GPEC shall submit invoices for payment on an annual basis. The foregoing notwithstanding, if GPEC has not provided the City with the audit required pursuant to paragraph I(E) above no later than December 31, 2022, no payments shall be made hereunder until the City receives the audit report and is provided at least a 30 calendar day review and approval period. Invoices and monthly activity reports, substantially in the form of Exhibit D ("Reporting Mechanism for Contract Fulfillment") attached hereto, are to be submitted to the address listed under paragraph IV(P). C. MUTUAL COOPERATION: 1. The parties acknowledge that GPEC is a cooperative organization effort among GPEC and its member communities. Accordingly, the Page 4 of 13 City and GPEC covenant and agree to work together in a productive and harmonious manner, to cooperate in furthering GPEC's goals for FY2023. The City and GPEC further covenant and agree to comply with the Regional Cooperation Protocol, attached hereto as Exhibit F, in all material respects. 2. The City agrees to work with GPEC, as necessary or appropriate, to revise the performance measures, and/or benchmarks, and/or goals for the FY2024 contract. 3. The City agrees to work with GPEC during FY2023 to develop a revised public sector funding plan, including a regional allocation formula for FY2024, if determined to be necessary or appropriate. IV. GENERAL PROVISIONS: A. COVENANT AGAINST CONTINGENT FEES: GPEC warrants that no person or selling agent has been employed or retained to solicit or secure this contract upon an agreement or understanding for a commission, percentage, brokerage, or contingent fee. For a breach or violation of this warranty, the City shall have the right to terminate this Agreement without liability or, in its discretion, to deduct the commission, brokerage or contingent fee from its payment to GPEC. B. PAYMENT DEDUCTION OFFSET PROVISION: GPEC acknowledges that no payment shall be made to any contractor as long as there is any outstanding obligation due to the City, and any such obligation shall be offset against payment due to GPEC. C. ASSIGNMENT PROHIBITED: No party to this agreement may assign any right or obligation pursuant to this Agreement. Any attempted or purported assignment of any right or obligation pursuant to this Agreement shall be void and have no effect. D. INDEPENDENT CONTRACTOR; NO AGENCY: Nothing contained in this Agreement creates any partnership,joint venture or agency relationship between the City and GPEC. At all times during the term of this Agreement, GPEC shall be an independent contractor and shall not be an employee of City. City shall have the right to control GPEC only insofar as to the results of GPEC's services rendered pursuant to this Agreement. GPEC shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent. GPEC shall have no authority, express or implied, pursuant to this Agreement to bind City to any obligation whatsoever. E. INDEMNIFICATION AND HOLD HARMLESS: During the term of this Contract, GPEC shall indemnify, defend, hold, protect and save harmless the City and any and all of its council members, appointees, officers and employees from and against any and all actions, suits, proceedings, claims and demands, loss, liens, costs, expense and liability of any kind and nature whatsoever, for injury to or death of persons, or damage to property, including property owned by City brought, made,filed against, imposed upon or sustained by the City, its appointees, officers, or Page 5 of 13 employees in and arising from or attributable to or caused directly or indirectly by the negligence, wrongful acts, omissions or from operations conducted by GPEC, its directors, officers, agents or employees acting on behalf of GPEC and with GPEC's knowledge and consent. Any party entitled to indemnity shall notify GPEC in writing of the existence of any claim, demand or other matter to which GPEC's indemnification obligations would apply, and shall give to GPEC a reasonable opportunity to defend the same at its own expense and with counsel reasonably satisfactory to the indemnified party. Nothing in this Subsection E shall be deemed to provide indemnification to any indemnified party with respect to any liabilities arising from the fraud, negligence, omissions or willful misconduct of such indemnified party. F. INSURANCE: GPEC shall procure and maintain for the duration of this Agreement, at GPEC's own cost and expense, insurance against claims for injuries to persons or damages to property which may arise from or in connection with this Agreement by GPEC, its agents, representatives, employees or contractors, in accordance with the Insurance Requirements set forth in Exhibit E ("Insurance Requirements"), attached hereto. The City acknowledges that it has received and reviewed evidence of GPEC's insurance coverage in effect as of the execution of this Agreement. G. GRATUITIES. The City may, by written notice to GPEC, terminate the right of GPEC to proceed under this Agreement upon one (1) calendar day notice, if it is found that gratuities in the form of entertainment, gifts, or otherwise were offered or given by GPEC, or any agent or representative of GPEC, to any officer or employee of the City with a view toward securing a contract or securing favorable treatment with respect to the awarding or amending, or the making of any determinations with respect to the performance of such contract; provided that the existence of the facts upon which the City makes such findings shall be an issue and may be reviewed in any competent court. In the event of such termination, the City shall be entitled to pursue all legal and equitable remedies against GPEC available to the City. H. EQUAL EMPLOYMENT OPPORTUNITY. During the performance of this Agreement, GPEC agrees as follows: 1. GPEC will not discriminate against any employee or applicant for employment because of race, color, religion, gender, sexual orientation, national origin, age or disability. GPEC shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, gender, sexual orientation, national origin, age or disability. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. GPEC agrees to post in conspicuous Page 6 of 13 places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause. 2. GPEC will, in all solicitations or advertisements for employees place by or on behalf of GPEC, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, gender, sexual orientation, national origin, age or disability. 3. GPEC will cause the foregoing provisions to be inserted in all subcontracts for any work covered by this Agreement, provided that the foregoing provisions shall not apply to Agreements or subcontracts for standard commercial supplies or new materials. 4. Upon request by the City, GPEC shall provide City with information and data concerning action taken and results obtained in regard to GPEC's Equal Employment Opportunity efforts performed during the term of this Agreement. Such reports shall be accomplished upon forms furnished by the City or in such other format as the City shall prescribe. I. COMPLIANCE WITH APPLICABLE FEDERAL AND STATE LAWS REQUIRED. GPEC 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 and agrees to comply therewith in performing under any resultant agreement and to permit City inspection of its records to verify such compliance. 1. GPEC warrants to the City that, to the extent applicable under A.R.S. § 41-4401, GPEC is in compliance with all Federal Immigration laws and regulations that relate to its employees and with the E-Verify Program under A.R.S. § 23-214(A). GPEC acknowledges that a breach of this warranty by GPEC or any subconsultants providing services under this Agreement is a material breach of this Agreement subject to penalties up to and including termination of this Agreement or any applicable subcontract. The City retains the legal right to inspect the papers of any employee of GPEC or any subconsultant who works on this Agreement to ensure compliance with this warranty. 2. The City may conduct random verification of the employment records of GPEC and any of its subconsultants who work on this Agreement to ensure compliance with this warranty. 3. The City will not consider GPEC or any of its subconsultants who work on this Agreement immaterial breach of the foregoing warranty if GPEC and such subconsultants establish that they have complied with the employment verification provisions prescribed by 8 USCA § 1324(a) and (b) of the Federal Immigration and Nationality Act and the e-verify requirements prescribed by Arizona Revised Statutes § 23-214(A). Page 7 of 13 4. The provisions of this Section I must be included in any contract GPEC enters into with any and all of its subconsultants who provide services under this Agreement or any subcontract to provide services under this Agreement. As used in this Section I "services" are defined as furnishing labor, time or effort in the State of Arizona by a contractor or subcontractor. Services include construction or maintenance of any structure, building or transportation facility or improvement to real property. 5. Pursuant to A.R.S. §§ 35-393 through 35-393.03, GPEC hereby certifies to the City that GPEC does not have any contracts/services/providers/suppliers that boycott Israel. J. TERMINATION. City shall have the right to terminate this Agreement if GPEC shall fail to duly perform, observe or comply with any covenant, condition or agreement on its part under this Agreement and such failure continues for a period of 30 calendar days (or such shorter period as may be expressly provided herein) after the date on which written notice requiring the failure to be remedied shall have been given to GPEC by the City; provided, however, that if such performance, observation or compliance requires work to be done, action to be taken or conditions to be remedied which, by their nature, cannot reasonably be accomplished within 30 calendar days, no event of default shall be deemed to have occurred or to exist if, and so long as, GPEC shall commence such action within that period and diligently and continuously prosecute the same to completion within 90 calendar days or such longer period as the City may approve in writing. The foregoing notwithstanding, in the event of circumstances which render GPEC incapable of providing the services required to be performed hereunder, including, but not limited to, insolvency or an award of monetary damages against GPEC in excess of its available insurance coverage and assets, the City may immediately and without further notice terminate this Agreement. K. RESPONSIBILITY FOR COMPLIANCE WITH LEGAL REQUIREMENTS. GPEC's performance hereunder shall be in material compliance with all applicable federal, state and local health, environmental, and safety laws, regulations, standards, and ordinances in effect during the performance of this Agreement. L. INSTITUTION OF LEGAL ACTIONS. Any legal actions instituted pursuant to this Agreement must be filed in the county of Pinal, State of Arizona, or in the Federal District Court in the District of Arizona. In any legal action, the prevailing party in such action will be entitled to reimbursement by the other party for all costs and expenses of such action, including reasonable attorneys'fees as may be fixed by the Court. M. APPLICABLE LAW. Any and all disputes arising under any Agreement to be awarded hereunder or out of the proposals herein called for, which cannot be administratively resolved, shall be tried according to the laws of the State of Arizona, and GPEC shall agree that the venue for any such action shall be in the State of Arizona, Pinal County. Page 8 of 13 N. CONTINUATION DURING DISPUTES. GPEC agrees that, notwithstanding the existence of any dispute between the parties, each party shall continue to perform the obligations required of it during the continuation of any such dispute, unless enjoined or prohibited by an Arizona court of competent jurisdiction. O. CITY REVIEW OF GPEC RECORDS. GPEC must keep all Agreement records separate for three years and make them available for audit by City personnel upon request . P. NOTICES. Any notice, consent or other communication required or permitted under this Agreement shall be in writing and shall be deemed received at the time it is personally delivered, on the day it is sent by facsimile transmission, on the second day after its deposit with any commercial air courier or express service or, if mailed, three (3) business days after the notice is deposited in the United States mail addressed as follows: If to City: Bryant Powell City Manager City of Apache Junction 300 East Superstition Boulevard Apache Junction, AZ 85119 Phone: (480) 474-5092 Fax: (480) 474-5110 If to GPEC: Chris Camacho President and Chief Executive Officer Greater Phoenix Economic Council Two North Central Avenue, Suite 2500 Phoenix, Arizona 85004-4469 Phone: (602) 256-7700 FAX: (602) 256-7744 Any time period stated in a notice shall be computed from the time the notice is deemed received. Either party may change its mailing address or the person to receive notice by notifying the other party as provided in this paragraph. Q. TRANSACTIONAL CONFLICT OF INTEREST. Notwithstanding paragraph IV(J), all parties hereto acknowledge that this Agreement is subject to cancellation by the City pursuant to the provisions of A.R.S. § 38-511. R. NONLIABILITY OF OFFICIALS AND EMPLOYEES. No member, official or employee of the City will be personally liable to GPEC, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to GPEC or successor, or on any obligation under the terms of this Agreement. No member, official or employee of GPEC will be personally liable to the City, or any successor in interest, in the event of any default or breach by the GPEC or for any amount which may become due to the City or successor, or on any obligation under the terms of this Agreement. Page 9 of 13 S. SEVERABILITY. City and Consultant 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. T. CAPTIONS. The captions contained in this Agreement are merely a reference and are not to be used to construe or limit the text. U. NO THIRD PARTY BENEFICIARIES. No creditor of either party or other individual or entity shall have any rights, whether as a third-party beneficiary or otherwise, by reason of any provision of this Agreement. V. Disclosure of Confidential Information If Required By Law. This agreement allows the Parties to disclose Confidential Information, as defined below, to each other under the following terms. In the opinion of the Parties to this Agreement: (1) the Confidential Information is the proprietary property of the Parties and is strictly confidential and privileged pursuant to, among other laws, A.R.S. §§44-401, et seq., (2) the release of the Confidential Information provided could cause harm to the Parties' competitive position, (3) the Confidential Information is potentially personal and private, and (4) the Confidential Information is exempt from disclosure under the Arizona Public Records and Open Meeting Laws, A.R.S. § 39-121, et seq. The Agreement does not license, assign, or convey any intellectual property or proprietary rights from any Party to any other Party. "Confidential Information" means non-public information, know-how, or trade secrets in any form, that: 1. Are designated as being confidential; or 2. A reasonable person knows or reasonably should understand to be confidential. The City must comply with and may be subject to certain disclosure requirements under the Arizona public records law (A.R.S. § 39-101, et seq.). The City may disclose Confidential Information if required to comply with a court order or other government demand that has the force of law. Prior to disclosure, the Party must: 1. Seek the highest level of protection available; and Page 10 of 13 2. Give GPEC reasonable prior notice of the request for records and identified responsive documents to allow them to seek a protective order, unless such notice is not permitted under law. W. ENTIRE AGREEMENT,WAIVERS AND AMENDMENTS. This Agreement may be executed in up to three (3) duplicate originals, each of which is deemed to be an original. This Agreement, including eleven (11) pages of text and the below-listed exhibits which are incorporated herein by this reference, constitutes the entire understanding and agreement of the parties. Exhibit A- GPEC Action Plan Exhibit B- GPEC Performance Measures Exhibit C -Targeted Industries Exhibit D - Reporting Mechanism for Contract Fulfillment Exhibit E- Insurance Requirements Exhibit F- Regional Cooperation Protocol This Agreement integrates all of the terms and conditions mentioned herein or incidental hereto, and supersedes all negotiations or previous agreements between the parties with respect to all or any part of the subject matter hereof. Except as otherwise expressly provided in this Agreement, any failure or delay by any party in asserting any of its rights or remedies as to any default, will not operate as a waiver of any default, or of any such rights or remedies, or deprive any such party of its right to institute and maintain any actions or proceedings which it may deem necessary to protect, assert or enforce any such rights or remedies. All waivers of the provisions of this Agreement must be in writing and signed by the appropriate authorities of the City or GPEC, and all amendments hereto must be in writing and signed by the appropriate authorities of the parties hereto. [SIGNATURES APPEAR ON FOLLOWING PAGES] Page 11 of 13 IN WITNESS WHEREOF, the parties hereto have executed the Agreement this day of , 2022. City of Apache Junction, an Arizona municipal corporation By: Walter "Chip" Wilson, Mayor ATTEST: By: Jennifer Pena, City Clerk APPROVED AS TO FORM: By: Richard J. Stern, City Attorney STATE OF ARIZONA ) ) ss. COUNTY OF PINAL ) On this day of , 2022, before me, the undersigned Notary Public, personally appeared Walter "Chip" Wilson, who acknowledged himself to be the mayor of the city of Apache Junction, an Arizona municipal corporation, that he, as such officer, being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. In witness whereof, I hereunto set my hand and official seal. Notary Public My commission expires: Page 12 of 13 GREATER PHOENIX ECONOMIC COUNCIL, an Arizona nonprofit corporation By: Chris Camacho, President & Chief Executive Officer STATE OF ARIZONA ) ss. COUNTY OF MARICOPA ) On this day of , 2022, before me, the undersigned Notary Public, personally appeared Chris Camacho, who acknowledged himself to be the President & Chief Executive Officer of Greater Phoenix Economic Council, an Arizona non-profit corporation, that he, as such officer, being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. In witness whereof, I hereunto set my hand and official seal. Notary Public My commission expires: Page 13 of 13 #GreaterPHXtogether Act4ion n ii slow RIF v Greater Phoenix Economic Council What we experienced in FY22 our partners across the region and was a new beginning.The world a deliberate approach to diversify was challenged and our economy over the last decade Letterfrom changed by two years of enabled us to once again drive a uncertainty spurred by record number of jobs to the region, Chr*ls Carnacho the COVID-19 pandemic. growing investments in Greater Our normal was redefined Phoenix in high-tech and emerging President and CEO, Greater while our market shifted market sectors. Recognized as the Phoenix Economic Council and found strength in the top EDO globally by the International power of collaboration Economic Development Council, and unstoppable spirit. An agile GPEC built upon momentum in response from the GPEC team and the market to drive high-quality 1 development focused on equitable, strategies enumerated in the three- dynamic and anti-fragile growth. year strategic plan. GPEC will "We are committed to continue to learn and grow. We maintaining our status as As the world changes around us, are committed to maintaining our a best-in-class economic we must adapt and lead. In FY23, status as a best-in-class economic development organization GPEC embarks on the first year of development organization and will and will expand our its new strategic plan - envisioning expand our capabilities to bring capabilities to bring Greater Phoenix as a national and positive outcomes to the region we positive outcomes to international leader and building an serve - impacting one business, one the region we serve - economy that serves all residents. job, one life at a time. impacting one business, Tactics in this action plan articulate the ways we will execute upon the one job, one life at a time." v, 2 Our Mission Our 1up • attract and grow quality The G PEC Way businesses, • advocate for - ' - Phoenix's 0 We are an inclusive, diverse family competitiveness. E We are change agents I Q We lead from the front We promote intellectual curiosity We remain on the edge We are tenacious 1m o We are agile and adapt to change 46 Q We are committed to selfless service T � Our Vision Be the leading market driving innovation in a dynamic, anti -fragile and equitable economy that enables all residents to benefit and prosper. v) 4 • 5Strategic Plan FY2 - 2 MCIORIM • � F • �Mii Lead an ambitious shared Enhance the foundation Expand organizational vision for the region's of the future economy capacity to serve the economic future with a focus on emerging Greater Phoenix economic and innovation-driven ecosystem and meet the industry sectors needs of the market Three-year Strategic Plan Goals StrategiesStrategic Plan Strategic Plan Strategic Plan Strategies - . - Action Plan Action Plan Action Plan Tactics Tactics Tactics 5 STRATEGIC PLAN GOAL 1 Strategioes and Tact*ics Building on a comprehensive approach to economic development, FY23 will focus on working with partners to identify, articulate, and pursue objectives that will create impact on key economic imperatives and policy priorities. Strategies �+ Convene the community Q Drive conversations around Be a leading voice regionally to articulate a vision for the policy priorities that and nationally on economic region's future and inspire enhance the pillars of an development priorities and action around key economic innovation economy such as strategies imperatives infrastructure, education and workforce development, smart and agile land use, and a capital-friendly environment FY23 Tactics Continue working with peer Create a policy playbook to provide Author thought leadership pieces to organizations to understand, monitor, guidance on economic-development- convey priorities for the region and refine coordinated efforts to enabling legislation Continue to engage federally to address economic imperatives and Engage legislative and executive advance national competitiveness make clear why these imperatives are branch leadership on key policy issues focused on innovation industries vital to continued economic success for our region Support economic development and Utilize GPEC's network as advocates transportation initiatives, including to carry key messaging throughout Prop. 400 the market ca) 6 STRATEGIC PLAN GOAL 2 Strategioes and Tact*ics GPEC has maintained an aggressive approach to economic development and will continue to be laser focused on excelling and innovating on business attraction, branding and cluster development strategies. Strategies Q Fortify business attraction Q Enhance the perception of the Q Lead on data analytics efforts to remain best-in- Greater Phoenix market as a and cutting-edge research class and execute on sector- premier location for people capabilities to provide focused strategies and businesses to live, grow intelligence to clients and and work stakeholders FY23 Tactics C✓i Maintain strong ties in key Take advantage of key events in the Use novel data and analytics to international markets, specifically the region to increase brand recognition identify emerging industries and APAC, European and North American and competitiveness high-wage sectors primed for growth regions E✓1 Explore partnerships that can Ei Enhance abilities to proactively Evaluate new markets and lead enhance GPEC voice to drive identify and assess risk and mitigating generation capabilities in strategic #GreaterPHXtogether messaging factors to expanding companies as industries ✓ Collaborate to create aftercare part of GPEC's consultative model Continue robust outreach to business processes to ease transitions following E Create an economic scorecard to attraction multipliers such as site client entry to market measure and monitor the health of selectors and brokers Greater Phoenix beyond top line Evaluate outreach strategies to enhance engagement with GPEC economic indicators, incorporating diversity, equity and inclusion measures Provide intelligence to the market on key developments impacting key industries and competitiveness 7 Q Intensify support for regional entrepreneurship with a focus �? on equity, capital strategies and innovation in collaboration with = ;, 'c !M 25 regional partners _i Ad* Ci Align efforts with local partners to further enhance the entrepreneurial ecosystem Ci Advance opportunities for growth in S� innovation infrastructure regionally G i- STRATEGIC PLAN GOAL 3 Strategioes and Tact*ics Named the top economic development organization globally in FY22, GPEC will build on successful strategies to enhance the organization's influence and longevity, honing world-class talent and delivering value for the region. Strategies 0+ Grow capacity through 0+ Coordinate with key 0+ Evaluate organizational metrics increased investment and stakeholder groups to enable to measure impact beyond diversified funding to provide an agile response to the needs business attraction resources that enable of Greater Phoenix execution against strategic economic initiatives FY23 Tactics Pursue strategies to target high-level Continue to provide programming Survey best-practices from peer investor opportunities relevant to stakeholders through the organizations to demonstrate value Evi Drive and support pursuit of ambassador program and regional the organization provides beyond federal monies to support work reports to the market business attraction efforts focused on innovation infrastructure Evaluate means for real-time development feedback from communities and partners on imperatives for the region and GPEC's role in driving them Utilize the Community Partnership Program to work with communities to identify and address emerging needs 9 ,r y 0 Invest in and fortify internal (D Evaluate best practices and capabilities through recruitment bylaws to ensure the GPEC's and professional development Board of Directors remains high- to maintain a best-in-class caliber and activated to support economic development team the organizational mission anchored in innovation Ci Provide opportunities for GPEC staff Evaluate best practices and bylaws to members in-market and nationally ensure the GPEC's Board of Directors to be elevated and recognized as remains high-caliber and activated to experts in our field support the organizational mission Eli Continue to enhance and streamline Implement recommendations from the platforms internally to ensure efficient Ad Hoc Governance Committee of the and effective data management Board of Directors to encourage best Eli Review internal processes to ensure practices for board development and diversity, equity, and inclusion are top engagement of mind Metrics GPEC calculated the metrics FY23 Metrics for FY23 based on historical Contract Target Stretch performance and recent trends in office and industrial prospect activity. Prospect Payroll (in Millions) $429.88 $477.64 $525.41 metrics have returned to pre-pandemic levels. Jobs 7,683 8,537 9,391 - High-Wage Jobs 4,173 4,637 5,101 Average High-Wage Salary $64,198 $71,331 $78,464 Qualified Prospects 239 266 293 M -r-- - Qualified International Prospects 43 48 53 GPEC Assists 10 12 14 Budget Overview Approved Approved YOY YOY Income FY23 FY22 Var.$ Var.% City/County Contract Revenue $2,822,580 $2,793,743 $28,837 1% Pledge Revenue $3,783,476 $3,147,120 $636,356 20% New Pledges $500,000 $350,000 $150,000 43% In-Kind Contributions $140,500 $140,500 $- 0% Special Events&Programs $181,609 $181,400 $209 0% Sponsorship Income $281,000 $51,293 $229,707 448% Grant Income $- $225,062 $(225,062) (100%) Other Income $1,000 $1,000 $- 0% Total Income $7,710,165 $6,890,118 $820,047 12% Approved Approved YOY YOY Expenses FY23 FY22 Var.$ Var.% Business Development $716,878 $458,522 $258,356 56% Marketing&Communications $474,278 $480,510 $(6,232) (1%) Research&Analytics $261,720 $243,324 $18,396 8% Engagement $167,647 $157,868 $9,779 6% Strategy $67,680 $119,130 $(51,450) (43%) Regional Initiatives $249,235 $291,200 $(41,965) (14%) Operations $474,270 $467,279 $6,991 1% Personnel $5,072,166 $4,212,671 $859,495 20% Facilities $561,033 $530,133 $30,900 6% Special Events&Programs $181,609 $404,842 $(223,233) (55%) Total Expenses $8,226,516 $7,365,479 $861,037 12% Net Income/(Loss) $(516,351) $(475,361) $(40,990) 9% v, 12 Investors Chairman's Council Directors Council Honeywell Aerospace Bell Bank FirstBank • Acronis SCS HonorHealth Blue Cross Blue Flinn Foundation •�� Alaska USA Federal Intel Shield of Arizona Gammage&Burnham Relocation �% Credit Union JE Dunn Construction Bridge Concierge Graycor Construction a ps • Alliance Bank of Arizona Kitchell Green Maple Law Group • Knight-Swift Bristol Myers Squibb hardison/downe • American Airlines g BRPH y • American Express Transportation construction • M Culinary Bryan Cave Leighton Hensley • Arizona Coyotes Paisner LLP • Arizona Diamondbacks Mayo Clinic Mid First Bank Hines • BRYCON Construction Corporate Council Arizona Republic/ Burns&McDonnell Holualoa Companies LOCALiQ Mortenson HotFoot Recruiters • Bank of America Oaktree Capital Cener omer Immedia ARRAY Management Centers f A ers of America • Banner Health g CapRock Partners Irgens TECHNOLOGIES • Benchmark OnQFinancial JLL Colliers International Electronics,Inc. Perkins Coie LLP Layton Construction • BMO Harris Bank Phoenix Suns Commonwealth Lee&Associates Land Title National • Brookfield Residential Pivotal Group Commercial Services Lincoln Property CHASE Cp COX CBRE Polsinelli Cresa Company • Chicanos Por La Causa Quarles&Brady Crescent Crown Meritage Homes • Clayco Rise48 Equity Distributing MST Solutions • Cousins Properties Sherman&Howard Crown Realty& Nationwide Realty • Creighton University Snell&Wilmer Development Investors Executive Council Cushman&Wakefield Northern Trust • Desert Financial Squire Patton Boggs Credit Union Valley Metro Davis Architecture Okland Construction • Dignity Health Valley of the Deloitte Olsson Arizona State / Sun United Way De Rito Partners OneAZ Credit Union University �p�•Ppj� DMB Associates Y EMD Electronics Weitz Company Deutsch Opus Development Architecture Group Company • Empire Southwest Ernst DFDG Architecture Page Z ' MARICOPA Dircks Moving Partners Personnel COMMUNITY COLLEGES KUDELSKI GROUP Freeport McMoRan Inc. &Logistics Leadership Council Phoenix Children's eaers • Goodmans Interior p DLR Group Hospital Structures Aerotek DPR Construction Rexco RO G E R S Goodwill of Central and El Dorado Holdings RSM PNCBANK Aetna CORPORATION Northern Arizona g • Archicon L.C. Em to Brid e • Grand Canyon University Architecture p Y g Ryan Companies US Inc. g�Luniversity Helios Education Arizona Israel Equality Health Savills �a of Phoenix® Foundation Technology Alliance Everest Holdings Silicon Valley Bank TanTT PROPERTIES Hensel Phelps Baker Development FCL Builders 13 As of May 24111,2022 Member • Skanska USA Building BNSF Railway Communities • SmithGroup BOK Financial • Social Television Caliber Companies Network(STN) Carvana • Southwest Airlines CoStar Group • Southwest Gas Cypress Office Properties 0 Las Vegas ao Albuquerque o Corporation Derek Builders 17 • Spencer Fane LLP DSV Inventory Solutions 60 • Sunbelt Holdings 30.i.NW • Enterprise&National • Sundt Construction Car Rental • Suntec Concrete Equity Land Group 60 Peoria • Terracon Globe Corporation I • The Plaza Companies Horrocks Engineers 101 • Trammell Crow Industrial Storage Surprise Fountain Company KTAR El Mirage. 101 Hills • Transwestern �— 101 L Commercial Services • yft 303 oungtown Glendale Scottsdale 5, Macerich Los • TSMC Arizona °Angeles Tolleson • University of Arizona Mangat Group,Inc. 10 0 Avondale Phoenix a }} 202 • USAA Merit Partners P Mesa Apache Tempe Meta aia ned e.ren:o Sky Harbor Junction • ViaWest Group so IMAiportal 60 • Wespac Construction Midwestern University Gilbert Za • MSSBTA 85 202 2 }��—Phoenix-Mes 20 a • Wexford Science+ Gateway Technology National Bank of Arizona een Airport • Willmeng Construction Newmark Knight Frank 347 Chandler Creek • Wist Office Products Northrop Grumman • Prologis 10 it • gBotica • RED Development Ambassador Saint Holdings G# • 85 Air Products and Sunstate Equipment Distance in Miles Chemicals Company s o e 10 N • Arizona Community TerraCap Management somi.SW of Buckeye Foundation Trinity Capital Investment • Atmosphere Commercial Union Pacific Railroad OSan Diego 8 OOTucson Interiors Van Trust Real Estate LLC • AvenueWest Arizona Corporate Housing • Avnet Inc. v, 14 �� Greater Phoenix Economic Council 2 N.Central Ave.Suite 2500,Phoenix,AZ 85004 ///602.256.7700 ///gpec.org EXHIBIT B GPEC PERFORMANCE MEASURES FY 2023 Specific performance targets as established by the GPEC Executive Committee and Board of Directors: 1. Payroll Generated $429.88M 2. Total Number of Jobs Created 7,683 3. Total Number of High-Wage Jobs' 4,173 4. Average High-Wage Salary $641198 5. GPEC Assists2 10 6. Number of Qualified Prospects 239 7. Number of Qualified International Prospects 43 Footnotes: 1. High Wage Jobs:High wage jobs are those that are over 130%of the Phoenix MSA Median Wage(currently$53,702). 2. GPEC Assists:Companies that located in the region,for which GPEC provided assistance,that do not qualify as a locate due to project size for example;and would otherwise be listed as"non-reported locates." Page 1 of 1 EXHIBIT C TARGETED INDUSTRIES FY2023 GPEC and our member communities have identified targeted industries on a local and regional level, incorporating these industries into a regional economic development plan. For fiscal year 2023, GPEC will continue its emphasis on the following: Advanced Business Services;Aerospace&Defense; Emerging Technologies;Healthcare and Biomedical; Manufacturing&Logistics;Mission Critical Operations; and Software Member communities will target the following: Apache Junction Manufacturing(focus on electronic equipment&components and electric&autonomous vehicles), distribution/logistics,retail, and hospitality/entertainment/tourism Avondale Healthcare;hospitality/tourism;manufacturing&logistics,technology;retail& entertainment; and technology Buckeye Advanced business services;renewable energy; high tech(data center and services); environmental technology/sustainability; standard and advanced manufacturing;medical and educational institutions; logistics/transportation/distribution; small business/incubator; aerospace/aviation; and ag-tech Casa Grande Advanced manufacturing; automotive technology; transportation/logistics; healthcare/medical services; aviation/aerospace; and hospitality/entertainment Chandler Advanced business services; corporate/regional headquarters; healthcare; advanced manufacturing; software development; aerospace/aviation; automotive technology; and applied research El Mirage Business Services; standard and advanced manufacturing;transportation;warehousing/distribution; heavy industrial; food, fiber,and natural products; and aerospace aviation Fountain Hills Advanced business services; financial services; healthcare,medical,bio-life sciences and wellness; entrepreneurship/small business;tourism; and retail Gila Bend Clean technology(manufacturing/central station generation/R&D); warehousing/transportation/distribution;military supply chain;tourism/hospitality; standard manufacturing; agriculture/agri-biotechnology; food, fiber and natural products; aerospace/aviation; and heavy industrial Gilbert Aerospace/aviation and defense; advanced business and professional services; finance and insurance; Page 1 of 3 healthcare and education services; information communication technology; manufacturing; clean and renewable technology; and related corporate/regional headquarters Glendale Advanced business services; aerospace, aviation and defense; healthcare and bioscience;manufacturing; technology and innovation Goodyear Advanced business services; advanced manufacturing; medical manufacturing; aerospace, aviation and defense; corporate and regional headquarters; entrepreneurial/start-ups;technology;healthcare and biomedical(treatment,medical diagnostics,research&development); and higher education Maricopa(City) Professional and business services;healthcare services; small business and entrepreneurship; higher education and education technology; agribusiness/agrisciences; and visitor/hospitality commerce; semiconductor; EV manufacturing; high tech; and research and development Mesa Standard and advanced manufacturing including medical device; automotive technology and aerospace/aviation/defense; advanced business services; cybersecurity; information technology; healthcare/life sciences;mission critical operations; tourism; regional and corporate centers; and research &development Peoria Advanced business and financial services; advanced manufacturing; bioscience and healthcare; technology and innovation; innovation; and research and development Phoenix BioSciences/healthcare; advanced business services; advanced manufacturing; data centers; sustainable enterprises; emerging industries,EV and their supply chains;higher education;trade and FDI; circular economy; food system entrepreneurship and innovation Queen Creek Agritainment/destination tourism; healthcare; I.T./software;business services; and advanced manufacturing Scottsdale IT services and software; financial and insurance services and technology;tealthcare services and innovation; logistics Management; tourism; and corporate headquarters Surprise Advanced business services; advanced manufacturing and rail-served industry; corporate/regional headquarters innovation/entrepreneurship/emerging technology; medical,healthcare and life science technologies, services; signature retail; specialty services for global companies/FDI; tourism and hospitality Tempe Advanced business services(financial services);high tech/software(R&D, data center and services); high-tech/next generation electronics; aerospace R&D/aviation;bioscience(research, drug development, treatment,medical diagnostics); corporate/regional headquarters; sustainability(environmental); advanced materials/plastics; software as a service; clean tech,renewable energy and manufacturing Page 2 of 3 Tolleson E-Commerce/fulfillment centers;resort/tourist-oriented development; expanded retail opportunities; small manufacturers with some related retail and offices Wickenburg Resort/tourist-oriented development;healthcare with an emphasis on behavioral health;transportation& distribution; expanded retail opportunities; senior industries,equestrian and rodeo industries Youngtown Youngtown is in the throes of developing a commerce park. The park will target second-stage small manufacturers with some related retail and offices. Page 3 of 3 EXHIBIT D FY 2022 REPORTING MECHANISM FOR CONTRACT FULFILLMENT Monthly Activity Report - Month, Year BUSINESS ATTRACTION PERFORMANCE METRICS: GPEC Progress Toward Goals Annual Contract Actual Goal %of Targeted Opportunities Goal YTD YTD Goal YTD PAYROLL GENERATED(MILLIONS NUMBER OF JOBS NUMBER OF HIGH-WAGE JOBS AVERAGE HIGH WAGE SALARY QUALIFIED PROSPECTS QUALIFIED INTERNATIONAL PROSPECTS GPEC ASSISTS KEY BUSINESS ATTRACTION ACTIVITIES AND OTHER GPEC ACTIVITIES GPEC continues to target high-wage industries(Advanced Business Services;Aerospace&Defense;Emerging Technologies;Healthcare and Biomedical;Manufacturing&Logistics;Mission Critical Operations;and Software) Page 1 of 1 EXHIBIT E INSURANCE REQUIREMENTS The City's insurance requirements are minimum requirements for this Agreement and in no way limit the indemnity covenants contained in this Agreement. The City in no way warrants that the minimum limits required of GPEC are sufficient to protect GPEC from liabilities that might arise out of this Agreement for GPEC, its agents, representatives, employees or Contractors and GPEC is free to purchase such additional insurance as may be determined necessary. A. Minimum Scope and Limits of Insurance. GPEC shall provide coverage at least as broad as the categories set forth below with limits of liability in amounts acceptable to the City. 1. Commercial General Liability - Occurrence Form (Form CG 0001, ed. 10/13 or any replacements thereof) General Aggregate/per Project Products-Completed Operations Aggregate Personal &Advertising Injury Each Occurrence Fire Damage (Any one fire) Directors and Officers Medical Expense (Any one person) Optional 2. Automobile Liability-Any Auto or Owned, Hired and Non-Owned Vehicles (Form CA 0001, ed. 10/13 or any replacement thereof) Combined Single Limit Per Accident for Bodily Injury and Property Damage 3. Workers' Compensation and Employers' Liability Workers' Compensation Statutory Employers' Liability B. Self-insured Retentions. Any self-insured retentions must be declared to and approved by the City. If not approved, the City may request that the insurer reduce or eliminate such self-insured retentions with respect to City, its officers, officials, agents, employees and volunteers. Paget of 3 C. Other Insurance Requirements. The policies are to contain, or be endorsed to contain, the following provisions: 1. Commercial General Liability a. The City, its officers, officials, agents, employees and volunteers are to be named as additional insureds with respect to liability arising out of. activities performed by or on behalf of GPEC, including the City's general supervision of GPEC; products and completed operations of GPEC; and automobiles owned, leased, hired or borrowed by GPEC. b. GPEC's insurance shall include broad form contractual liability coverage. C. The City, its officers, officials, agents, employees and volunteers shall be additional insureds to the full limits of liability purchased by GPEC, even if those limits of liability are in excess of those required by this Agreement. d. GPEC's insurance coverage shall be primary insurance with respect to City, its officers, officials, agents, employees and volunteers. Any insurance or self- insurance maintained by City, its officers, officials, employees or volunteers shall be in excess of GPEC's insurance and shall not contribute to it. e. GPEC's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. f. Coverage provided by GPEC shall not be limited to the liability assumed under the indemnification provisions of this Agreement. g. The policies shall contain a waiver of subrogation against City, its officers, officials, agents, employees and volunteers for losses arising from work performed by GPEC for the City. 2. Workers' Compensation and Employers'Liability Coverage. The insurer shall agree to waive all rights of subrogation against City, its officers, officials, agents, employees and volunteers for any and all losses arising from work performed by the Contractor for the City. D. Notice of Cancellation. Each insurance policy required by the insurance provisions of this Agreement shall provide the required coverage and shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty(30) calendar days'prior written notice has been sent to City at the address provided herein for the giving of notice. Such notice shall be by certified mail, return receipt requested. Page 2 of 3 E. Acceptability of Insurers. Insurance is to be placed with insurers duly licensed or approved unlicensed companies in the State of Arizona and with a "Best's" rating of not less than A-:VII. City in no way warrants that the above required minimum insurer rating is sufficient to protect GPEC from potential insurer insolvency. F. Verification of Coverage. GPEC shall furnish City with Certificates of Insurance (ACORD form or equivalent approved by City) and with original endorsements effecting coverage as required by this Agreement. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. Any policy endorsements that restrict or limit coverage shall be clearly noted on the Certificate of Insurance. All certificates and endorsements are to be received and approved by City before work commences. Each insurance policy required by this Agreement must be in effect at or prior to commencement of work under this Agreement and remain in effect for the duration of the project. All certificates of insurance required by this Agreement shall be sent directly to City at the address and in the manner provided in this Agreement for the giving of notice. City's Agreement/Agreement number, GPEC's name and description of the Agreement shall be provided on the Certificates of Insurance. City reserves the right to require complete certified copies of all insurance policies required by this Agreement, at any time. G. Approval. During the term of this Agreement, no modification may be made to any of GPEC's insurance policies which will reduce the nature, scope or limits of coverage which were in effect and approved by the City prior to execution of this Agreement. Page 3 of 3 Regional Cooperation Protocol Policy Greater Phoenix Economic Council and Economic Development Directors Team The foundation of this policy is built on trust and the spirit of regional cooperation among the entities involved. GPEC and the Economic Development Directors of its member communities agree and acknowledge that it is important that they work together as partners on projects involving the communities which GPEC represents, regardless of the source of the lead, as follows: 1. Demonstrate a commitment to the positive promotion of the Greater Phoenix, specifically, GPEC member communities, as a globally competitive region. 2. Maintain the highest standards of economic development prospect handling, including confidentiality, without jeopardizing a prospect's trust to secure the probability of a regional locate. Partners agree to respect the prospect's request for confidentiality but also agree to notify each other as to the existence of a project with a confidentiality requirement when able and shall make a good-faith effort to involve the appropriate state,regional or local partners at the earliest possible time. 3. Unless otherwise restricted,agree to coordinate through GPEC for any prospect considering a project in Maricopa County or in any of the communities that GPEC represents,understanding that GPEC is in a unique position to represent and speak on regional economic development issues and on characteristics of the region's economy. Likewise, GPEC acknowledges that communities are in the best position to speak about local incentives and efforts surrounding the local economy. 4. For projects that originate with a GPEC member community, GPEC will be available for confidential research access,topical expertise or as a service provider,to add value to the community in securing the project. Additionally, GPEC will not e-track the project unless the community lead makes such a request to do so. 5. Provide accurate and timely information in response to specific requests by all prospects. When a client has narrowed sites to specific GPEC member communities,GPEC will make a good faith effort to inform those affected EDDT members first. EDDT members agree to provide information solely on their own community when the information requested is site-specific(i.e.,cost of land,taxes, development fees,utility availability and cost,zoning process timing,permit timing and local incentives). When site-specific information related to other GPEC communities is requested, EDDT members agree to(i) direct GPEC prospects back to GPEC or(ii)direct non-GPEC generated prospects to contact the affected communities directly,and as a courtesy,contact the affected communities. 6. Agree that regardless of the lead source,public locate announcements shall be coordinated among the company, GPEC member community,and GPEC to reflect inclusiveness and cooperation of all partners (subject to any confidentiality requirements). 7. GPEC and EDDTs will advocate for a robust operating budget for the state economic development agency,and champion sound statewide economic development programs and policies. 8. Discourage the proactive offering of local,municipal financial incentives for existing jobs to companies with current operations in another GPEC community. 9. Inform GPEC member community when a company visits or physical site visit within that community will occur. Economic Development Directors will be the primary point of contact for the company when community information is needed. 10. Agree that the consideration of a future community to GPEC's membership will be brought before Page 1 of 2 EDDT for discussion in advance of any board consideration. EDDT will make a recommendation on the addition of a new community to GPEC's President and CEO. 11. Formalize a process to convene GPEC and Economic Development Directors of GPEC member communities biannually, and cooperate in the exchange of information and ideas reflecting practices, procedures and policies relating to prospect handling and regional economic development. 12. Work collectively to maintain a high level of trust and integrity by and between GPEC and the Economic Development Directors of GPEC member communities,utilizing differing views as an opportunity to learn. 13. When conducting market intelligence initiative objective, GPEC staff will coordinate with EDDT to ensure coordination and communication. 14. When a Prospect Information Form(PIF)is issued by the state economic development agency GPEC will coordinate the region's response. All PIF submissions will be directed to GPEC's attention and GPEC will assemble the response and return to the state economic development agency. 15. It is understood GPEC will or may host annual executour(s) and/or other marketing familiarization tour(s)to promote the regional communities. GPEC will make every attempt to provide as much interaction time between the executour guests and EDDTs. It is understood EDDTS will inform GPEC of any upcoming executour(s)and/or other marketing familiarization tours scheduled by their office. 16. Partners agree to enter into a mediation process if there is evidence that this Protocol has not been observed in a material respect or a professional conflict arises that cannot be settled. This mediation process will be convened by the EDDT Chair,who may, at his/her discretion,consult or involve GPEC's President and CEO in addition to others with topical expertise central to the conflict. Page 2 of 2 Apache Junction - 4 � GPEC Contract . ,.� Renewal ( FY 22/23 ) Urro Apache Junction City Council July 18, 2022 Apache Junction-GPEC Contract Renewal Summary: Apache Junction joined Greater Phoenix Economic Council (GPEC) FY 08/09 Contract Renewal Amount FY22/23 $24,334 Apache Junction-GPEC Contract Renewal GPEC Economic Development Services In-depth market data and analysis Site-selection services Connections to Arizona's key leaders and companies Apache Junction-GPEC Contract Renewal Staff Recommends Approval of the FY22/23 contract for Economic Development Services Councilmember Peter Heck be appointed to serve on the GPEC Board of Directors Back to Council for final consideration on your August 16 Consent Agenda ►P�"E�c�, City of Apache Junction, Arizona 300 E Superstition Boulevard = Agenda Item Cover Sheet Apache Junction,AZ _ 85119 Agenda Item No. 3. PizoNr File ID: 22-400 Sponsor: Raquel Schatz Agenda Date: 7/18/2022 Index: In Control: City Council Work Session Presentation and discussion on proposed Resolution No. 22-22 which authorizes the city to enter into Intergovernmental Agreement(IGA)Amendment No. 2 with Arizona Department of Transportation (ADOT)for additional federal 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 7/13/2022 Public Works Department Home of the Superstition Mountains f� 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 Department Home of the Superstition Mountains f� 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% Design Federal Federal Federal City 100% $ 250,000 City 100% $ 280,402 City 100% 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 18t", 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 D JENNIFER PENA City Clerk elf 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 I 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,OOC for Design Assistance 2019 MAG )enied application for full Design • 2021 MAG Closeout Funds Awarded tga2,600 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 2 Improvements Superstition Blvd to Tepee St • Street Lights • Install Bicycle Lanes • 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 3 Cost Share ADOT PM & Design Review City's Match: $ 30,000 , Design City's Match: $ 250,000 Subtotal — Design $280,000 Construction Amendment 1 Amendment 2 Federal-aid Funds: $ 803,097 $ 1,126,169 $ 1,355,551 City's Match: $ 48,544 $ 68,072 $ 81,937 Subtotal — Construction $ 851,641 $ 1,194,241 $ 1,355,551 Construction Federal Funds (CMAQ) $ 803,097 $ 1,126,169 $ 1,355,551 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 4. 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. 4 Thank You Resolution 22-22: Idaho Road Bicycle and Pedestrian Improvements, Amendment No. 2 5 ►P�"E�c�, City of Apache Junction, Arizona 300 E Superstition Boulevard = Agenda Item Cover Sheet Apache Junction,AZ _ 85119 Agenda Item No.4. PizoNr File ID: 22-454 Sponsor: Raquel Schatz Agenda Date: 7/18/2022 Index: In Control: City Council Work Session Presentation and discussion on 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 7/13/2022 Public Works Department Home of the Superstition Mountains f� 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 f� 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 1811, 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 "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 'warded $1,549,901 for Construction in 2022 • Active Transportation Committee-CMAQ • 2019 MAG 4warded fi417,500 for full Design • Closeout Funds—CMAQ • 2021 MAG Closeout Funds Awarued $1,826,663 for the increase in the Construction Cost Estimate during design • 2022 MAG Closeout Funds ►warded $1,943,67' for 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 2 Improvements s � Sidewalk Imorovement Project • Old West Highway • Idaho Road to Goldfield Road • Winchester Road •' Old West Highway to 6th Avenue (alignment) Resolution 22-23: Old West Highway Sidewalk Improvements, Amendment No. 2 3 Improvements — Old �, _ \.'' \`,�. ', 'emu'. . i°Y pw1! >• �ar.i s .1 Y jjj �,� /. •�� �� zt .. ...... ..... • Existing Sidewalks Detached Sidewalks Old West Highway: Sidewalk Connections from Winchester Road to Goldfield Road. Connect to existing � +' meandering sidewalks. Meander new sidewalks where spacing and grades perm A. Meandering -- Kinn 300' Existing 40' 60' 40' 2 Lanes w/5'Bicytle Lane Median 2 Lanes w/5'Bicyde Lane Proposed Sidewalks DetachedandMeandering ^�Detached/Meandering Attached OR Sidewalk Sidewalk Attached by Improvements — Winchester Road Old West Highway to 6t" Avenues • 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 y - 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. • Construction of sidewalk in this area will fill gap and x. 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 5 Cost Share ADOT PM & Design Review City's Match: $ 30,000 , Design Federal-aid Funds: $ 365,413 City's Match: 22,087 Subtotal — Design $417,500 Construction Amendment 1 Amendment 2 Federal-aid Funds: $ 1,461,557 $ 3,184,100 $ 5,016,989 City's Match: $ 88,344 $ 192,464 $ 303,254 Subtotal — Construction $1,549,901 $ 3,376,564 $ 5,320,243 Construction Federal Funds (CMAQ) $ 1,826,970 $ 3,549,513 $ 5,382,402 Total Estimated City Funds $ 140,431 $ 244,551 $ 355,341 Total Estimated Project Costs $ 1,967,401 $ 3,794,064 $ 5,737,743 Resolution 22-23: Old West Highway Sidewalk Improvements, Amendment No. 2 6 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 Resolution 22-23: Old West Highway Sidewalk Improvements, Amendment No. 2 7 ►P�"E�c�, City of Apache Junction, Arizona 300 E Superstition Boulevard = Agenda Item Cover Sheet Apache Junction,AZ _ 85119 Agenda Item No. 5. PizoNr File ID: 22-421 Sponsor: Raquel Schatz Agenda Date: 7/18/2022 Index: In Control: City Council Work Session Presentation and discussion 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 7/13/2022 Public Works Department 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 21st, 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 JPublic Works Department 1 i G� G Home of the Superstition Mountains Su p 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 4th, 2022 and Notice of Public Sale was advertised per ARS 9-402. Bid Opening was held on June 6th 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 19th, 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 EPS GROUP Legal Description AJ 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 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, more particularly described as follows: COMMENCING at the East 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 East 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 East right-of-way line, South 0 degrees 02 minutes 33 seconds East, 228.66 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 Pinal County Records; thence along said Southerly line, South 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 o s less. `` C r W 531 0 0 Cr RAYMOND S. d MUNOZ III - iP S, ned NA, 0 S- Expires 3)311ti�1� EPS Group, Inc. . 1130 N. Alma School Rd, Suite 120 • Mesa,AZ 85201 Tel (480) 503-2250• Fax(480) 503-2258 S:\Projects\2021\21-0154\Land Survey\Legals\21-0154 LD02 ROW Abandonment.doa LINE TABLE LINE BEARING LENGTH NE COR, SEC 20, T1N, R8E, G&SRM FND CPS L1 N89'56'17"W 326.55' oN L2 S00'02'33"E 228.66' o W I CD,. L3 S37'54 43 W 97.56 60' R/ I s � BK 11, PG 24, PCR L4 N00'02'33"W 305.69' PORTION ABANDONED PER a "' I Q 00 DKT 1258, PG 621, PCR00 L5 S89'56'17"E 60.00' I POB m L5 ----- L 1 I o 0 `D IoC cV O —— — ——————— ———— 60' R/W o Z BK 11, PG 24, PCR 1.1 z APN 101-11-0050 Sp, 00 a CADNESS BERTH C TR 3 0 o: N O J Ln r, O I Q O J Q POC Ln E 1/4 COR, SEC 20, T1N, R8E, G&SRM W 531 0 o RAYMOND S. FND 3e ADOT ACHH L MUNOZ III ti o /P S� ned N gp/IONA, U 9 P N FxP��es 3I31 lotia NOR TH N U N O L a E 50 0 100 scale feet o Ln A] 17.5 1130 N Alma School Rd " Right-of-Way Abandonment Ste 120 Mesa,AZ 85201 TA80.503.2250 I F:480.503.2258 N Exhibit GROUP www.epsgroupinc.com ►P�"E�c�, City of Apache Junction, Arizona 300 E Superstition Boulevard = Agenda Item Cover Sheet Apache Junction,AZ _ 85119 Agenda Item No.6. PizoNr File ID: 22-423 Sponsor: Raquel Schatz Agenda Date: 7/18/2022 Index: In Control: City Council Work Session Presentation and discussion of 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 7/13/2022 Public Works Department 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 � 6� Home o the Superstition Mountains i f p 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 , 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 4(*,, E P S 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 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 East line of said Northeast Quarter, North 0 degrees 02 minutes 33 seconds West, 1288.42 feet; thence along a line 30.00 feet South 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, 913.80 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 T s POINT OF BEGINNING. ,,, C.3 531 O o Contains 54,828 square feet or 1.2587 acres, more or RAYMOND S. less. d MUNOZ III e s� ned 1`��'�, g9�IONA S P Expires 313%1���� EIS Group, Inc. • 1130 N. Alma School Rd, Suite 120- Mesa, AZ 85201 Tel (480) 503-2250- Fax(480) 503-2258 S:\Projects\2021\21-0154\Land Survey\Legals\21-0154 LD01 Esmt Abandonment.docx LINE TABLE LINE BEARING LENGTH L1 N89'55'32"W 386.55' NE COR, SEC 20, T1N, R8E, G&SRM FND CPS L2 N89'55 32 W 913.80 L3 N00'02'40"W 60,00' L4 S89'55'32„E 913.81' 60' R/W BK 11, PG 241 PCR �, PORTION ABANDONED PER-H o Z L5 S00'02 31 E 60.00 DKT 1258, PG 621, PCR j o 00 I s o I ZJ L4 m 00 Ll J J N O I POB I c w a O Z o Z 60' R/W z BK 11, PG 24, PCR E 40' R/W Cl- Sp, �I w BK 11, PG 24, PCR o 'p 00 0 APN 101-11-0050 NESS BERTH C TR N O Q� N 7 N POC LO E 1/4 COR, SEC 20, T1 N, R8E, G&SRM FND 3° ADOT ACHH a O CA J s G o W � 531 o N ix RAYMOND S. NORTH MUNOZ III oti o ned 1\� a V; 9R�IONA, U S P E Fxpires 3jz0j �0. 50 0 100 � scale feet �i AJ 17.5 N Ln 1130 N Alma School Rd Easement Abandonment Ste 120 Mesa,AZ 85201 TAW.50322501 F:4W.503ZM NExhibit GROUP www.epsgroupinc.com ►P�"E�c�, City of Apache Junction, Arizona 300 E Superstition Boulevard o Agenda Item Cover Sheet Apache Junction,AZ U =i 85119 Agenda Item No. 7. 'Piz oN* File ID: 22-434 Sponsor: Sidney Urias Agenda Date: 7/18/2022 Index: In Control: City Council Work Session Presentation and discussion 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 7/13/2022 O� PQACHE✓G'L n� � z City of Apache Junction »> Development Services Department wY�M4 gPiz'0 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 1" 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 . Std*1Py uVLak 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 City Council Work Session for Superstition Vistas 1. Final Plat for Blossom Rock Phase 1 2. Final Plat for Blossom Rock Phase 2 3. Final Plat for Infra. Blossom Rock Trail 4. Final Plat for Infra. Ray Ave 5. Final Plat for Infra. Ironwood Drive City of Apache Junction July 18, 2022 rW -_- City of Apache Junction LEGEND Auction Property = r'.' Retained Property r O ,Apache Junction Municipal Boundary ■ Pinal County Island . �.; t 0 0 76 Miles ■ ' APACHE JUNCTION CITY LIMITS ■ _ DR Horton Brookfield o 4: DU 1 , DU 2 Yy AUCTION PROPERTY'ir , .+ uI X , APPROX. 27813 ACRES tom- XX. ;CASE: P-21-50-MPC 4 '' - - ---- RETAINED PROPERTY ! APPROX. 5306 ACRES 9 CASE: P-21-51-MPC 1 I FUTURE DEVELOPMENT cl i ' 691 Lots FUTURE DEVELOPMENT ` Blos Rock Phase 2 I PARK 70 X 135 I 70XI35 9 PARK PARK 9� 554 Lots Blossom Rock Phase 1 50 X 125 'J �-�-L 60X135 Q� Q 60 X 135 a PARK a 50 X 125 PARK z 60X135 PARK — �� �- . i /7�;l�; I►e ��i .i .i i �L;�._l...y i aQQ� 50 X 125 PARK EA 3 y; SCHOOL MULTI-FAMILY 5-0_.X-12 5 i O DISTRICT PARK / GREENCOURT DISTRICT _ PARK l MU AUTO COURT LTI-FAMILY � �� � ' JCOMMERCIAL - - PARK - TOWNHOMES �( 50 X 80 z 7� �_�� l I�Lr fTiT]-TTT I L fj Ray Avenue _ 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 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 FINAL PLAT WARNER AVENUE (ALIGNMENT) EXISTING 7_­­CITY OF APACHE DEDICATION FOR JUNCTION CORPORATE LIMIT STATE OF ARIZONA > SS. BLOSSOM ROCK PHASE I 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 VISTASLU 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- N Water Resources 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 00 __j Land Survey Q Construction Management 12, 14 AND 15, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNITS 1 AND 2 IRONWOOD DRIVE - PHASE 1, RECORDED IN 0 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 0 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 � 0 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, ARIZONA 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 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. 3. NO STRUCTURES, EARTHWORK OR OTHER CONSTRUCTION WILL CARRIED OUT IN 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 BE LIMITED TO WIRE-STRAND OR BREAK-AWAY SECTIONS THAT CANNOT IMPEDE WATER FLOW 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 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 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 r ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING LOT, TRACT, PARCEL LU 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 = o BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, FOR ITS USE AND ENJOYMENT AS MORE FULLY ACKNOWLEDGMENT N 5. ALL TRACTS NOT DEDICATED TO THE CITY OF APACHE JUNCTION SHALL BE IMPROVED IN i2 Q 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 0 MAINTENANCE THEREOF. ) ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, AFTER 0 SS. RECORDATION OF THE PLAT. z COUNTY OF MARICOPA ) WITHOUT LIMITING IN ANY MANNER THE DEDICATIONS AND RIGHTS CREATED IN FAVOR OF THE CITY OF APACHE JUNCTION, ARIZONA BY THIS FINAL PLAT, 6. THE OVERHEAD UTILITY LINES ON OR ADJACENT TO THE SITE SHALL BE UNDERGROUNDED AS 0 Lu = 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 12 , BY OUTLINED IN § 1-8-6(K), RELOCATION OF OVERHEAD WIRES AND EQUIPMENT, ZONING Z `" 0 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. Cn 0- 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 0 Q 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. pp 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 N0. 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 (11) 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. NOTARY PUBLIC OF THE FOREGOING EASEMENT RIGHTS. 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 4.7.13.1 OF THE DEVELOPMENT AGREEMENT FOR SUPERSTITION VISTAS LA/VD PANEL NO. 04021 CO200E 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 �,�' �Ftca7F� 61 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. 140530, OFFICIAL CO �� 23945 ' G LISA ATKINS, COMMISSIONER RECORDS OF PINAL COUNTY, ARIZONA, DEVELOPER, AND ITS SUCCESSORS AND ASSIGNS BAN J. Irn Uj DIEHL RI J AREAS OF MINIMAL FLOOD HAZARD. SPECIAL FLOOD HAZARD AREA ZONE A IS DESCRIBED WITHOUT o`' o 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 d 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 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 THIS PLAT. DAY OF , 2022. AREAS WITHIN ZONE "A"WILL BE REMOVED UPON APPROVED LOMR APPLICATION. CERTIFICATION — 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 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 a GSR/BJD CORRECTNESS AND THAT ALL TRACTS AND PARCELS ARE STAKED OR WILL BE STAKED AND ALL MONUMENTS CAD TECHNICIAN 1. THE MAINTENANCE OF LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY TO THE BACK OF 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. SCALE BY. BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE ABUTTING LOT, TRACT 1" = 30' OR PARCEL OWNER. Ir DATE ITS: 7/5/2022 2. CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, REMOVABLE N JOB NUMBER N WP 215255.02 CD FENCES AND DRIVEWAYS. KEVI51 EKED LAND SURVEYOR 423945 SHEET BY- U WOOD, PATEL &ASSOCIATES, INC. 1 OF 27 ITS: 1630 SOUTH STAPLEY DRIVE, SUITE 219 MESA, ARIZONA 85204 N DESCRIPTION LEGEND WOOD 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; Q 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; 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 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" g g 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 SHEET NUMBERLand 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 60°41'02" 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 31°19'56", 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 31°19'56", 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 89°42'25" 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; PUFE 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 31°19'56", 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 65°53'12" 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; \ 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 1 I A CENTRAL ANGLE OF 26041'02", A DISTANCE OF 481.32 FEET, TO THE BEGINNING OF A REVERSE CURVE; PARCEL/TRACT LINE I LOT LINE I THENCE LEAVING SAID EASTERLY LINE, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, SOUTH 20053'10" 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 , I 8'x8' PUFE I 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 1 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-rF 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 I , I \ 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 4, I- 4 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 31°19'56", 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 \ I r THENCE SOUTHERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE EASTERLY, THENCE NORTH 4501142"WEST, A DISTANCE OF 35.36 FEET; -I - / W 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 ,X8, 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; o VISTAS DEVELOPMENT UNIT 2 BLOSSOM ROCK TRAIL - g PUFE BOX DETAIL Q Q If 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; PHASE 1, RECORDED IN FEE PCR Q 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; U o 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; FP3 FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION SOUTHWESTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE CURVES END; THENCE NORTH 0001142"WEST, A DISTANCE OF 10.00 FEET; VISTAS DEVELOPMENT UNIT 2 RAY AVENUE - PHASE 1, J 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 14 2 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 Q J 00 = z � o Uj U U U Q � Y w Q lY Y lY Y w Q lY Y lY Y w Q lY Y Q Q0 om Q � QU om QU Q � om QU � > OFFSITE STREET wm U, w wm wm U, w wm wm v, w wm LO W LO � � co EDLU � w 10LU � w � w Cnw REAR& REAR& REAR& REAR LOT LINE SIDE LOT LINE SIDE LOT LINE SIDE LOT LINE Fj 16' Fj F � 16' 16' 4' LOT LINE R/W& B/C R/W& B/C R/W& B/C & LOT WALL Fj F 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 5 S/W 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 NOTE 3 NOTE 3 NOTE 3 ENTRY TRACTS (NOTE 4) 7' 7' 7' w w w w 7 co L.L: c� LL U_ co co Go 06 If ��Q'����FtcArF�osG�G ..:...,.: ..:...,.: ..... ..... ... .. ........ ..-. .- CO 23945 cn cnI r L cn CD FRONT LOT LINE Q FRONT LOT LINE Q FRONT LOT LINE Q FRONT LOT LINE od DIEHLO�p`'� O O OJ w 13' FRONT 13' FRONT 13' FRONT 13' FRONT LOCAL STREET SETBACK (NOTES 1-2) LOCAL STREET SETBACK (NOTES 1-2) LOCAL STREET SETBACK (NOTES 1-2) LOCAL STREET SETBACK (NOTES 1-2) 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. GSR/BJD CAD TECHNICIAN 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 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) 601XI35' (FRONT LOADED) 70'X135' (FRONT LOADED) N.T.S SHEET c, 2 OF 27 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) WOOD PA LINE BEARING DISTANCE LINE BEARING DISTANCE CURVE DELTA RADIUS ARC CHORD BEARING CHORD WARNER AVENUE (ALIGNMENT) TEL -"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 N000 17'35"W 52.97' L24 S60041'02"E 16.50' C2 31°19'56" 24.00' 13.12' S08026'50"E 12.96' SECTION 20, T1S, R8E SECTION 20, T1S, R8E SECTION 20, T1 S, R8E FD 3" PCDPW BCH FD 2 1/2" GLO BC FD 2 1/2" 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 S00°17'35"E 52.97' L26 S290 18'58"W 31.26' C4 31°19'56" 24.00' 13.12' N39046'46"W 12.96' lv I T water Resources Land Survey L5 S00°17'01"E 6.19' L27 S29018'58"W 116.20' C5 3001'57" 966.50' 51.15' N22035'50"W 51.15' Construction Management 602.335.8500 L6 N56039'14"E 49.58' L28 S74018'58"W 35.36' C6 45051'24" 966.50' 773.54' N06023'1FE 753.06' L7 DETAIL C I www.woodpatel.com L7 S24006'48"E 114.50' L29 N60041'02"W 16.50' C7 31019'56" 24.00' 13.12' N44058'56"E 12.96' I N �� \ THIS SHEET L8 S20°53'10"W 35.36' L30 S29018'58"W 23.00' C8 31019'56" 24.00' 13.12' S44058'56"W 12.96' / p 1 N L9 S65053'12"W 16.50' L31 S60041'02"E 16.50' C9 31019'56" 24.00' 13.12' S13°39'00"W 12.96' „ LO L10 S24006'48"E 23.00' L32 S15041'02"E 35.36' C10 31019'56" 24.00' 13.12' N13039'00"E 12.96' I 222090 �o \ ,� ° CD Y ° CD L11 N65 5312E 16.50 L33 S29 18 58 W 220.03 C11 26 41 02 1033.50 481.32 S15 58 27 W 476.98 o N6`' 2� �� oo SS / �rn os /\ z 0 200 400 �� �NO��QP \ 552 �`�O L12 S69006'48"E 35.36 L34 S00°11'57"E 190.00, C12 9040'47" 265.00' 44.77' N07028'19"E 44.72' A �s GO\.Oi S5\ 00 o s L13 S24006'48"E 121.54' L35 S00°11'57"E 20.00' C13 12°30'40" 265.00' 57.87' S06°03'23"W 57.75' Horz. 1 in. = 200 ft. -A 2 7 �o Q 550 �O - 50 ow G . C� � L14 S24006'48"E 100.47' L36 S44°48'10"W 28.28' I o �, � y\ 5N0 0 t_ 0A DETAIL D 0 0 Lp �a �z THIS SHEET L15 S22046'24"W 36.50' L37 N45011'42"W 35.36' s� DETAIL B o N69 \ 50N , P\-�i sI-P " L16 S65 5312 W 17.34 L38 N00 1142 W 15.00 THIS SHEET �, o �, ) WEST 1/4 CORNER ON���P\� rn �6$ \\Q � RNER � �-' s, ��' 0�6 SECT ON 20 TEAST 1/4 OS, R8E L17 S24006'48"E 23.00' L39 S89048'18"W 61.00' DETAIL C SECTION 20, T1S, R8E �OS� 6 �y �p 51° `�' �� rn SN`' \ FD 2 1/2"GLO BC FD 3" PCHD BCH GO �` ,� �' 0 c) - s SCALE: 1" = 50' �s 6' N61 � / �r \ 1 1.3' UP L18 N65053'12"E 12.13' L40 S00011'42"E 20.00' / \ L6 is rnrn �.� G Ty 0 � �0 5NN L9 I I N89042'59"E 793.08' �� o i I s L19 S65019'37"E 37.61' L41 S44048'18"W 28.28' 6o QPSS `r 6' A 10 \ 0�� L20 S29018'58"W 182.84' L42 N00011'42"W 10.00, 412 L21 S74°18'58"W 35.36' L43 N45°14'22"W 28.31' L11 5 \ 0, c9 32 12 �' 306 GOLDEN ORE PASS rn i s L22 N60°41'02"W 16.50' L44 S89°48'03"W 44.50' °° N M � � CD � 00 M 20 ,� �' �� `r `s NNS 350 326 �` �' �P / 307 rn \\- TRACT S N r� 21 TRACT F r,� r'� o / / 35\ 3N9 321 pSv��� ^ 308 Q I 4 �� (��°P Ik c5� n�lk� �`Z� ��� h� •I � r � 22 TRACT G i \. 19 N5 POB L3 DETAIL B "' I = J m o N w CV CV N N J P 2 352 02 3`L�` �`V 309 j F W „ _ o < 23 APPROXIMATE � �� \vim\ � � � � � 3N1 3`L� ,p `� � � z DETAIL A SCALE: 1 - 50 0 FLOOD ZONE X �� 2a0 v N5 3 3N6 �O �c� �,`��' �,��' 310 I Q Q o L1 SCALE: 1" - 50' I z - J. WALTZ WAY- - LIMIT �o rn 1 1 0 35 `� ��,�,� o�`� ^ 17 J a !Q �, N5 F �, 311 Q cfl ti oo rn o N co LO '� 2$ a 0 ��'� OAF �� co z J M M M M M M M co lJ N3 � �/ 3 I U o o J J m �� \ \ C-' c9 / �c5` �PG�Q `� TjQ�/� R' 12 U Q U rn L5 C 1 I CD 0) 00 ti co co N I o M co ,I- G�/ \y �'' b 8 SOUTHWEST CORNER C2 1 00 \�\ 36 r'� O p`� 4 `O 3�4 O = SECTION 20, T1S, R8E J - - 00 2g2 N o ��PO "� �ti "' �� Cn 0 uw RIDGE ROAD- . � 0 " �. 3/ �� I z a FD 3" PCHD BCH I �, a; APPROXIMATE �� h� �� o S �� POC < N M o � � o " N M rn o6' �g3 FLOOD ZONE X N3S �� ��` 3/6 0 Q (0 -CO CO co c9 c9 ti ti ti LIMIT c�h r1j `� F I C0 APPROXIMATE 10 �c9rn s 9 FLOOD ZONE A c9-� E- 0 oo v 1 L22 I � M M M co co oLIMIT C,�o co co co � w -' ���PS�FZ 3p3 �OCp n� N�n� o �o 393 ��� v C3 DETAIL D co co co - C� N 2 ow 0 uo 392 0``'°' 22 n SCALE: 1" =50' ~ J o 0 0 3 `21 C9 � Q � TREASURE TRAIL o0 0 30 1 � � o � � � 39 60 L23 C 10 ^ I �n c� m rn o 126 N co 'o `s 5 ON o`r Lp c96' 1 L 3 \ f--I M rn rn rn rn rn o o Q Q. 0 0 0 0 30 N 1 3 6� I w C4 ��A Q = w Q 127 �0 0 / `�' i 9� 6g 362 � o vN 9 3 o w o Q r w d' FZ �5 NO o SSi 0 3�0 0 DETAIL E M 00 ti 128 o m � c M M ��rn 00\'� s 60 \o� P\�PPP � ��' 363 mho THIS SHEET _ _ _ o 0 0 m 129 SP � j o 1 r NO2 � P�� �� 06, N �� 36� � � I � SADDLE RUN- - s rn \61 �� ��PG� 3 ^�� a o C7 Q Ln co ti ao rn o N M �o N Cl) co 147 / N N N N N N {`� J 20 (� Q 6' OM DETAIL E (13) m 149 �, rn j 232 �\ 3Q,0 o I O C8 _ "� o SCALE: 1" =50' L29 ¢ 150 " o6O ��v� 2g1 \ 9 o O z . C51 Z PARCEL 14 U, 30 31 MpN�GoME I O L30 TRACT C \ L44 �- _ - _ _ 00 �, �� �' PARCEL 8 _ I Q DETAIL G L31 W 172 241 0 4 � DETAIL F - DETAIL F PARCEL 12 is ONE o� THIS SHEET h SCALE: 1 -50 L35 SCALE: 1"- 50' I 173 242 Lp \6 174 243 i� L17 o I 175 244 18 'p o 419 CZ) w J 176 245 PARCEL 9 SOUTH 1/4 CORNER o 00 177 a 246 219 I 1 L18 SECTION 20, T1 S, R8E J L39 L38 I o 178 �J� 247 218 FD 2 1/2 GLO BC 1.0' UP m 179 13: 248 217 EO 0 180 9 249 216 ARASTRA WA / DETAIL H > CD CD co N 24 O LAND s � 181 250 215 N o 0 0 SCALE: 1"= 50' I co 23 182 251 214 G1 Q� 206 201 � V) CO �' 23945 G o PARCEL 13 PARCEL 11 183 252 213 = I BRIAN J. rn o 184 253 212 0� 207 200 o C12 �-1 od DIEHLO�p`' 0 z 185 254 19 211 208 199 o PARCEL 10 Lu 186 255 210 209 198 00 APPROXIMATE C13 f DETAIL A FREMONT PASS - - FLOOD ZONE X APPROXIMATE THIS SHEET LIMIT J/ � I - FLOOD ZONE X rl- 00 M o N M LO co rl- / J (SHADED) LIMIT COMPLETED SURVEY FIELD o O TRACT D o o °O 6' 6' 6' 6' M M M WORK ON N/A / - POB DETAIL G L42 / 1 THIS SHEET 3 CHECKED BY GSR/BJD 1 a I S89048'18"W 545.12' O S89048'18"W 377.74' ° S89048'18"W 1465.53' ° CAD TECHNICIAN - N89 4818E 2643.78 / N89 46 59 E 2643.36 MJS/JKP N /SOUTHWEST CORNER RAY AVENUE SOUTH 1/4 CORNER SOUTHEAST CORNER SCALE - SECTION 20, T1S, R8E SECTION 20, T1S, R8E SECTION 20, T1S, R8E DATE 1 - 200 FD 3" PCHD BCH DETAIL H FD 2 1/2" GLO BC FD 2 1/2" GLO BC 7/5/2022 POC THIS SHEET 1.0' UP 1.0' UP N JOB NUMBER N WP 215255.02 SHEET U O 0 3 OF 27 _m N NIWOOD `l I L1 w in . M z OI 0 o (//^ ° w UNSUBDIVIDED Wood,Patel&Associates, Inc. C14ARIZONA STATE LAND DEPARTMENT Ur> Civil Engineering N Water Resources CO 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 WEST 1/4 CORNER I 16' 16' SECTION 20, T1 S, R8E 1'VNAE FD 3" PCHD BCH 13' PUFE R/W -R/W 65' R/W I I t o o f W PER FP1 I z z x z z z o 0 0 o Z oz Z o 0 0 0 0 o V1 0 o o _ � N 0 0 0 � o 0 0 `; o 11 10 9 8 7 0 6 5 4 3 2 1 �10 of CC , N _ 1 N N G N N FV CN}l CJl I N N N Cn Cal Cal N C}l Cn O O O CD OO �. CD O) CD CD CD 00 00 CD - I J I w U- 16' 16' 1'VNAE M R/W R/W L=3.05' - M - - - -35.55����� l �� -F1 -F1 - - -f L - - - L=12.66' / 47.00' - T 50.00' - - 50.00' - - 50.00' - - 50.00, - - 50.00' - - 50.00' - -50.00' - - 50.00' - _ T50.00' 47.00' i C9 LDEN ORE PASS S89042'59"W 544.00' T z 538.00' elf 21.61' S89042'59"W 559.61' zo S89042'59"W 502.00' 47.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 105.00' /AA41 13' PUFE �' c,J - - 16 w16' 16' 34.46 1 R/W 20 O Q w w� R/W R/W ``' I CD_ a co Mr-I I I I 13' PUFE zo z o z z o zo x i o I -1 Q I 1 ~o o 0 0 o � 13' PUFE I a Q I 0 12 13 14 15 16 17 18 19 � U o o I N - J O � O w I o o 0 0 6 0 S89°42'59"W 125.00' �-� x C o l oil O i O a 21 I w _ cn LL 0 0 oC � I N o w N N N I z 6l CV CV Q PARCEL 15 1 I I S89°42'59"W 542.00' I 1 � � 1 I ml = = - - N BO I o 0 0 1 I 67.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 125.00 I 1 O I I O c� � ti r` `�' F o 0 0 4 o 0 Q I N O O O O Z Z I Cn Z Z Z o I m � I �C14 22 I OI OM � I II co CD z I I I Z Z I I I co� I z IN Z o 0 0 0 o 0 0 0 o o I ~ i = IN I� ° I I - - - - _ o '� 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 13' PUFE N N O 1 I I N N N N N Ul C1l Cal Cal CT7 P, O 00 O I O I z: 1 CD CD CD CD CD CDO I I 13� o 0 0 0 0 y ( ) � w 23 I 16' 16' PUFE TYP R/W 4% R/W SEE DETAIL M 31.13' 16' 1l' �,, SHEET 2 R/W R/W 13' PUFE I -!) IYO 1 - - - - - - - - - - - - - El C, - - - - - - - - �9 47.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 105.00' c�� T S89°42'59"W 502.00' J. WALTZ WAY - - - a - • N - - - - 538.00 109.52 1 \ zo S890 42 59 W 647.52 r L=12.66' _ S89042'59"W 544.00' orf 47.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 47.00' o LAND 1'VNAE :Fuj -LT _LT -E-F T u, 35.15' � �C�FICATFo Z 16' 16' CO 23945 m M 0 BRIAN J. 20'SE I R/W R/W Od DIEHLe`° 0 30 60 PER FP1 z zo z z z z z zo z 1 o Z o o O o ° CD C) J� -4 ~ 0 CD I� o CD o 0 0 CDO Horz. 1 in. = 30 ft. I 32 33 34 35 36 37 38 39zo 40 41 42 o o I� N N N N N COMPLETED SURVEY FIELD 65' R/W o N o O o 0 0 "' I w WORK ON N/A PER FP1 LEGEND I o 0 0 0 0 0 0 0 o F I I w CHECKED BY o i x SEE SHEET 2 GSR/BJD z 1 I 1 z 10 z MJS/JKP r ) o I I CAD TECHNICIAN I SCALE 13' PUFE I 1" = 30' 11 VNAE I DATE I 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 1 R/W R/W N WP 215255.02 : : - : : Y SHEET o SHEET 9 SHEET 9 0 4 OF 27 0 m N WOOD I TEL UNSUBDIVIDED 1! A ARIZONA STATE LAND DEPARTMENT °39'14 E 49.59 N65053'12"E 2220.90' N56 60.00' 60.00' 60.00' 60.00' 60.00' 101.00, ,� 117.08' ' J16' 16 J Wood,Patel&Associates, Inc. 13.00' 1'VNAE 13' PUFE R/W R/W 13' PUFE Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 N z z N N N ' I I I ' N www.woodpatel.com / N N ° I I 0 'Q CD 0 O° O° O° � TRACT F °� 256 I M I 02 N°I I 476 co w 261 260 259 258 257 N w C o x o o o I nico C28 '�� 1 0 LEGEND / C CD o /�4�53' 00C.(SEE SHEET 2) U � w 34.52' `� R/0 1� 10' 110 37.63' a G M W R, 'r c`' \ M �� � � - 1~ E _ _ 5�� "I'll � JRIWRIW `�� � _- - - - - - - - - - - - - - - - - s - - - I L69 L2' _ L53 31.86' 60.00' 60.00' 60.00' 60.00' 60.00' _ 59.98' `�O L73 �' 76.06' - - - - - - - - - - - - - - - C27 � � N65053'12"E 391.84' GOLDEN ORE PASS � a, 13' PUE N65°53'12"E 669.06' C26 N65053'12"E 2211.26' I r 418.86' 60.00' 651.08' N65053'12"E 388.86' L80 N65053'12"E 585.08' t27.681 C2531.86' 60.00' 60.00' 60.00' 60.00' 60.00' - 57.00' c 75.50'- L68 - - oo l6> G� 13' PUFE S� (V/ L54 18, U- U- U- N a 1'VNAE a �' S31.43' a10' 10' \ 10' R/W R/W 33 SVT R/W R/W I 13 PUFE I I I I I N z 13' PUFE z ' z N z / o N o o � Z O O° o CD CDN / 0 262 263 264 � 265 � 266 02 267 0 � 475 02 w a �oo of o I - I to Q Q o cl, o o o � I M III I 0 30 60 / / o CD 0 0 Un o w I a Q 01 / - z 0o Horz. 1 in. = 30 ft. IC/) I I Q ow 10 1 I Q o1 Z a cn N ,� a N65053'12"E 60.00' � U 0 � N65053'12"E 490.08' M TRACT G °e J 60.00' 60.00' 60.00' 60.00' 60.00' 77.00' Q�� 95.50' m �V / / 0 o � Cl) / z Io �O I of 13 1I wl I I I / /J RUFF I z � � o z 30 -01 Y,44/ rn o o rn rn o0 Q °° Ozz' rn � CD 41: VCPP NA o °° 02� 00 I O 1 I M 1 4 1 `\ M 273 272 271 270 269 268 0 6 � 1 ca o 1 cn Cn cs, cn O \ \ \ CD o 0 0 C 0 13' PUFE _ _ 13' PUFE I 1� 1 10, 10, 1 1 10' 10' 10 PUFE (TYP) R/W R/W = I 9S?- �8S?- R/W R/W 33 SVT LU SEESDHEETI2 0- 31.43' <�, >1� �39 \ 35.40' M 69. > -F1 N R36$0 L65 �`� �, 13' PI -L57 3 ' 57.00' �� �'' L77 �'� �' 75.50'' / 24.98 60_00- - - 60.00 - - -60_00 - 60.00 - - 60_00` - _ - o o - - - 0` / Q� C23 N65053'12"E 381.98' o o N65053'12"E 585.08' \39 ` _ 411.98' 02 � 60.00' M 651.08' / 48' co N65°53'12"E 1123.06' �_ _ o C22 J. WALTZ WAY N65°53'12"E 381.98' rn N65053'12"E 585.08' ti 58.9 - - - - - - - - - - - - - - - - - - c.i c� - - - - - - 's 3 L=33.02' 26.98' 60.00' 60.00' 60.00' 60.00' - - - -115.00'_ _ z 'fR/W , � L61 c� z 1_15.00'- 0 0 43 L64 �6S13'PUFE 0 .L58- w ��s�T 10, 10, 10, �� I / 35.40 \ R/W c�`L l6 R/W R/W 31.43 W ND ill, 4�1 "' �FE � \ 33'SVT \ / m ��' ICATF SG z 44 4 � 13' P� I� I I I � Lr> I 23945 m 279 l o I I o l 455 W c� BRIAN J. M 0 N N N N o CD z N o o rn W �/ DIEHL,�O`° O 45 VLO O CD O co LO ° 0 0 0 N 00° p N vZ 0 0 S >S 989°4?S9„ "' r c 275 276 2 277 C2 278 Ce o U 3 U� 1 274 C O M N N M O ED _a C Ep I0 4890, W W w I N 10 CD v 1 _ o 0 0 6 0 13' PUFE I I� t o o f iJ 13' PUFE U) COMPLETED SURVEY FIELD o o N65053'12"E 135.00' 10' 10' 10' 10' N65053'12"E 135.00' I WORK ON N/A �S800, /390, CHECKED BY R/W R/W R/W R/W GSR/BJD CAD TECHNICIAN 1ST �8s°?831F o SHEET 11 SHEET 11 MJS/JKP SCALE 1 rn� 0 N77° N65°53'12"E 314.28' z DATE 1527E LO 7/5/2022 42'46 74.28' 60.00' 60.00' 60.00' 60.00' LO _ 15.28' 59.00' N JOB NUMBER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N WP215255.02 Li SHEET 10 0 SHEET 0 5 OF 27 o _o m 'V WOOD I PATEL UNSUBDIVIDED ARIZONA STATE LAND DEPARTMENT N65053'12"E 2220.90' `n 74.50' 74.50' 74.50' 74.50' 74.50' 74.50' 74.50' 91.50' 20.00' 40.00' 20.00' 92.91' H�W Wood,Patel&Associates, Inc. 13' PUFE I I I 13' PUFE Civil Engineering vx1 I I I I Water Resources 10, 10' 10' 10' I I Land Survey R/W R/W R/W R/W Construction Management E-� z z z z nzi o z W 602.335.8500 �ry rzv z N 0 o PO CD o l I x www.woodpatel.com 0 4 N ° 0 IV ° � L6 Lfj O z O O ° o ° O O �° I O N L O I N 02 O � 6� (7 L A 02 co CO 00 477 478 479 480 481 482 483 484 o I :cc � I a 485 C° w w w cwi, w u, 0 o o cfl Cn w O O p O O O O Z N N � O Ul FO O CD CD O O Z Z N CD Z I C 10' 10' 10, 10, w w I R/WW 33'SVT R/I--W RAW I I w I > > 31.43' / \ Ll- M �9 `° I \ 35.40' M I - - - - - - - - - - - - - - - - - - - - - - - - - - - ����J� � 13'PUFE �d _ _ L82 _ _74.50 _ _74.50 _ 74.50 _ 74.50 _ 74.50 _ _74.50 _ _ 74.50 _ _ _ _ 7 __ ' _ _' _ _ _ 71.50' "s L95 Vim' 72.91' N65053'12"E 669.06' N65053'12"E 733.82' GOLDEN ORE PASS 651.08' - - - - 75.00' - 60.00' 75.00' - N650 5312E 2211.26 ` 6, a, N65°53'12_E 148.00' N65053'12"E 585.08' 78.50' 78.50' 78.50' 78.50' 80.58' - - 115.00' �°' J� _ �9 sG w w / 27.46' Uj 11' 16' LL 16' 11' > > 33.30' � R/W R/W M 25.37' I R/W R/W I I I I 13' PUFE 13'PUFE PUFE z 469 � � 13' � Z N O � I Z N 0 oNJ 0 Z z O ui o L o 0 0 0 rn ti L6 _ O 02 474 � 473 02 472 471 470 7t o w o I M o I I ~1 I z w a Q O �o C o I I I I - - I = CD o o o 0 J N65053'12"E 135.00' co � o U o_ � 0 I o � Cq Z I I 10 � 0 a w N o � o Z I I I z M ZI I Z a N TRACT U O a N65053'12"E 490.08' 0 468 CD I 0 1 m 78.50' 78.50' 78.50' 78.50' 80.58' rn CO Z I �..� rn I li il0 I CD I� � I I Ico I N � z N wC CD N65053'12"E 135.00' I Q o N N mow/ � Z !-I 00 ° I I I I 00 Qp W J N I �W 462 � 463 464 465 102 466 o Z w o L6 �I �o cwn O o "' N Lor> 13' PUFE r` O o `o 467 I I U)Lq 0 30 60 - 'l I I I PUFE (TYP) w I I 111' 16' SEE DETAIL I 16' 1l' R/W R/W Horz. 1 In. = 30 ft. ,,, M SHEET 2 30.73' R/W R/W - - - - - - - - - � - _ 78.50' 78.50' 78.50' _ 78.50' 80.58' 115.00' J` LEGEND 1 � - - - - - - - - -N65°53'12"E585.08' - - - - - - - � - - - - I I J. WALTZ WAY �' 651.08' - - - I (SEE SHEET 2) N65053'12"E 1123.06' N65053'12"E 585.08_ 71.04' 71.00' 71.00' 71.00' 71.04' 115.00' o 33.58' > > LA 13 PUFE 11 16 �p Np I M M 16 11' I R/W R/W �t<, ��\FICATF� 6'G ZD R/W R/W I l� 23945 �G o LO rn 447 I I N I I o I I [� BRIAN h o z o C.0 o W DIEHL O O O O N N NJN� CD coco ° O o 0 CDrn � O CD f 456 02 457 02 458 co 459 460 � N 7 W o o t o W ° �, ° I o I 13'PUFE 13' PUFE I N N Cw3i Cw3i N O Z cn o o O o coII ~I I~ I COMPLETED SURVEY FIELD WORK ON N/A LN65053'12"E 135.00' 16' 11' 11' 16' � CHECKED BY R/� _R/WLJ.. R/W R� � � GSR/BJD � CAD TECHNICIAN SHEET 11 SHEET 12 SHEET 12 N MJS/JKP SCALE 1" = 30' DATE N65053'12"E 355.08' o 7/5/2022 71.04'' 71.00' 71.00' 71.00' 71.04' N JOB NUMBER _ _ _ _ _ _ _ _ _ _ WP215255.02 CD SHEET 11 82 SHEET 0 6 OF 27 0 _o m N WOOD I PATEL UNSUBDIVIDED ARIZONA STATE LAND DEPARTMENT N65053'12"E 2220.90' 73.50' 73.50' 73.50' 73.50' 73.50' 73.50' Wood,Patel&Associates, Inc. Civil Engineering Water�O Resources Land Survey WConstruction Management W 602.335.8500 r�i W �z N Z N N N x www.woodpatel.com N N0 0 o O 0 O O O O -PC O 486 487 488 489 CR 490 491 1 w 1 o Io 0 0 0 6 0 0 w w - - F-L -F-L -fT 73.50' 73.50' 73.50' 73.50' _ _ 73.50' 73.50' - - c� - - - - - - - - - N65053'12"E 733.82' a - GOLDEN ORE PASS - 724.82' - ` N65053'12"E 2211.26' zo ED _ L _ _ _ � _ _ _ _ _ _ _ _ _ N65053'12"E652.82' _ 115.00' 78.82' 77.00' 77.00' 77.00' LAW 36.29' -D U- U NJ 4 N N 502 LO 02 C) CD rn ° o r-6 02 rn w rri U) CO m 02 13' PUFE o 501 0 500 499 498 I FM W , � o o �_ a C � J � Q o N65053'12"E 135.00' a U o N W O V J � z a E C.0 0 04 w Nzl N z o N65°53'12"E 557.82' 0 a CD 503 78.82' 77.00' 77.00' 77.00' m N65053'12"E 135.00' (/) � N N 0 IIW 0 ° O I O rfi O I 13' PUFE M 505 m 506 507 �, 508 o cn o I Ln w o 0 0 cn o O o_ LO ti J 504 N I w PUFE (TYP) w U- SEE DETAIL U I SHEET 2 M M \ 33.58' ���s� � - - - - - - - - LEGEND _ 115.00' _ 78.82' _ 77.00' 77.00' _ _ 77.00' (SEE SHEET 2) - - - - - - - - - - - - N65053'12"E 652.82' - - c0 �- J. WALTZ WAY N65053'12"E 724.82' zo N65053'12"E652.82' _ _ +_ � N 115.00' 78.82' 77.00' 77.00 77.00' rb 30.73' = - =D =D LAND o M \CO 23945 s G o I 519 _ w BRIEH J. ��� O W N I o N N �Pk r) 0 30 60 � ad DIEHLo,�o x l Lc? � o O rn o N a� rn to 60 518 m 517 m 516 m 515 m� Horz. 1 in. = 30 ft. f �C14 zolw w w 0 0 z I 13f. PUFE ) o� 0 0 CD COMPLETED SURVEY FIELD N65053'12"E 135.00' W WORK ON N/A 3 CHECKED BY GSR/BJD SHEET 12 CAD TECHNICIAN MJS/JKP o SCALE - 1 - 30 M 6' DATE N65053'12"E 557.82' 7/5/2022 JOB NUMBER 78.82' 77.00' 77.00' 77.00' WP215255.02 SHEET 12 0 SHEET 0 7 OF 27 0 _o m N WOOD I SHEET 12 SHEET 7 PATEL 17 � _ � � _ � _ � � � _ � �1 _ � _ � _ � _ � _ � SHEET ? 7TR/W R/W S24006'48"E 135.00' S24006'48"E 135.00' S24°06'48"E 135.00' S24°06'48"E 135.00' N 06' W .00 1 17-7 13' PUFE I I 1 16 16 I 13' PUFE R/W R/W 13'PUFE 13' PUFE Wood,Patel&Associates, Inc. N o 0 0 c-o o o CDti Civil Engineering d' ti 526 g 514 O o 509 0 497 Water Resources LO 492 Land Survey 0 1 1 16' 16' 1 ~ Construction Management Q 30 60 W 1 1 '_0o 1 602.335.8500 w w R/W R/W c c� www.woodpatel.com NILI-I r N Horz. 1 in. = 30 ft. '� ce) ce) 00 ° l°f) N ONO co co S24006'48"E 135.00' S24006'48"E 135.00' z co Z S24006'48"E 135.00' S24006'48"E 135.00' w N ti N24°06'48"W 135.00' MI II LEGEND 13' PUFE z LO I z z LO LO 527CD C� 513 0 0 510 o w 496 g LO (SEE SHEET 2) I N N - 493 1 N 0No 1 w 1 I LM I I Fil N 11 0 "' c 1 � 1 w 1 z PUFE (TYP) I I �, W w � N SEE DETAIL z � co I N O z L0 SHEET 2 N [� ° I 0 co w N N24006'48"W 135.00' z I LO S24006'48"E 135.00' S24006'48"E 135.00' 1 z I S24006'48"E 135.00' S24006'48"E 135.00' 1 co CD w 1 � I I I I Q II 1 � o I uu I I 13' PUFE 0 0 16' 16' I 0 00 o I-- L o o ti I cl i z w I I Z 1~ 528 4 512 4 1 16 16 1 511 0 495 I g R/W R/W I 494 C 16' 16' I I R/W R/W 1 '�1 rn I -i v rn I N J m e R/W R/W 32.54' 30.67' > > > v �29.76' c a a c I I c z 32.80' \ \ 35.71' �, o 0 m 0 m s o s� -L110- s rb � Lill _ r ��09 115.00' - - _ - 115.00, �'� �`� 115.00' - _ 115.00' m 77 T- S24°06'48"E 230.00' S24°06'48"E 230.00' S24°06'48"E 115.00' _ _ _ _ _ i�: W 214.42' 302.00' 302.00' 151.00' o a Q O S24006'48"E 969.42' DUTCHMAN DRIVE �_ �_ M J 0 CD Q fo S24006'48"E 786.92' - - - - - - - _ - - - S24006'48"E 119.50' U o I 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 67.00' 510 z 4.24 l�0-1 w w 35.60 �3 Lj 11.5' 11.5' �:30.79' w Q p = rn Z W 24 U I Q- a- R/W R/W R/W a N W M M coO I N O Q LL 13 PUFE N I z 0 z z z Cn rn rn rn z ° ° u cn ti I o o I1 I I oa; o Nt cn ° °c ° ° w wCn Cn Cn w0 546 547 548 549 550 551 552 553 554N m z I m m m w - w m m m m Lo N N O Ui Ui UWi O O Cn Cn N w w CD CD CDC� C? C7 O O O O N N N O O O f I 1'VNAE i LO ° ° co C [� z z � I w 11.5' 11.5' W I z z 13' PUFE R/W R/W x > bo > 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' J L6 13' PUFE � I S24006'48"E 770.00' ti L a 463.08' 38.50' L=22 42 L-3.83 1- /��` � 00\ TRACT W 114.50' CV � S24006'48"E 510.00' C2 CLU � M S24006'48"E 121.54' 0 S24006'48"E 114.50' w CN Of � Of � U a z tY ofa w w y yj BLOSSOM ROCK TRAIL � ED Crj w "i w ce) d CO 818.42' 36.50' S24006'48"E 854.92' UNSUBDIVIDED ARIZONA STATE LAND DEPARTMENT LAND ICA7F sG CO O �G _ 23945 m 0 BRIAN J. O DIEHL,\o`' f COMPLETED SURVEY FIELD WORK ON N/A CHECKED BY GSR/BJD CAD TECHNICIAN N MJS/JKP SCALE a ill = 30' DATE 7/5/2022 JOB NUMBER N WP 215255.02 Y SHEET U O 8 OF 27 0 _o m N WOOD I PATEL Wood,Patel&Associates, Inc. Civil Engineering Water Resources Land Survey SHEET 4 SHEET 4 Construction Management 602.335.8500 � �67 61 1� S890450.00'v 567.00' 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' 11 R/W R/W 1'VNAE 13' PUFE I • 20'SE I I �_ PER FP1 65' R/W o Fb O IN to o PER FP1 - z z z z z I I l o l o r o co Z Z ZC) CD o O o Z I N O o ° W N to o 0 0 0 o o o0 0 z w 0 30 60 o N 61 60 59 58 57 56 55 54 53 52 51 �M I o fix/ CD 0 I N FV CNTI CNTI CNTI GN3� UNl J CD I I Z I I Z I O O Cn CD O p CD O O O O OO Horz. 1 in. = 30 ft. I 1 16' 16' 1 w I R/W R/W31 13' I N -E-L- - - fl- - - El I I 1 VNAE - - - - - - 39.00' 50.00' 50.00' 50.00, 50.00' 50.00' 50.00' _ _ 50.00' 50.00' 50.00' 47.00' CD N L=7.85' .� - - - - � - - - - - - - - - - S89°42'59"W 536.00' - - - - - � - - � - - °° � ` N IRIDGE ROAD - - 530.00' - - - - - S89042'59"W 727.42' G�� 1 S89042'59"W 494.00' LEGEND I I po 47.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 47.00' \ 0� (SEE SHEET 2) 13' PUFE 4 � w 35.15' 16' 16' U PUFE(TYP) a R/W R/W W 16 SEE DETAIL J R/W R/WI I a Q O 16 I SHEET 2 `� 1 13' PUFE z 13' PUFE 1 I Q O z z z o Z CDo Z o O o ° o z o z V O 62 63 64 65 0 66 0 67 0 68 69 0 70 0 71 I Q o J z O CDCD v O O 0 LU O N N G N N (O� = OO O N Ul Ul O CN3l O O I O I hl O I I Z v, Q I o O W o w 1 II � Ico N ' I � U. NI ? O I z 0 I x z I ow I N O 1 CD � O Q M I I S89°42'59"W 534.00' I z 1 O � , 1 I z = ~ Z 1 67.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 67.00' 1 N rrwl� z - O o PARCEL15 z m oo I I IC:2 Z I co w I II IC N ►-� 1 x Z '� o o� o CD CD o 0 C o C5 N � II o W 93 N 92 0 91 90 N 89 88 87 86 85 3 84 I � w I o o 0 0 0 0 o I_ O I OI I I`� I` I 13_'PUFE o - o O J 13'PUFE l01 1 J 16' 16' I R/W R/W 35.15' a 16 16 34.39' J R/W R/W ��' - - - - - - - - - - - - - - El - - - - - - - - - - - - - � �J� �s �7 1 r 4b 0 47.00' _ 50.00' 50.00, _ _ 50.00' 50.00' _ _ 50.00'_ _ 50.00' _ _ 50.00' _ _ T50.00' _ 47.00' q - - - - S89042'59"W 494.00' 1 566- - - - - � .00' S89042'59"W 872.43' I TREASURE TRAIL ° a 13' PUFE o _ _ _ _ _ _ S894259W499.00 _ _ _ _ _ _ _ _ _ _� Cq Cq z 49.00' 50.00, 50.00' 50.00, 50.00' 50.00' 50.00' 50.00' 7 100.00, `7 N ti� �� J� - - - - - - - �cS' � �•� 5J �0 LAND 1 16' I 16' w El w 30.32' CO v 23945 31.13 I - 1'VNAE 11 O BDIEHL,�o`'�� O R/W R/W i M I R/W o I M I o IN 1� 1 0 I o z z o o ,J 00 - 1 j Z O° O z O OI N I - y I - N o lol 94 95 0 96 0 97 0 98 - 99 0 100 0 101 CD 0 C I o g W COMPLETED SURVEY FIELD o CO o = O = TRC14ACT A o _ W �I _ - �I N CHOECKOED BY N/A CD 0 0 o o � o o I z 10 1 I o CAD TECHNICIAN 65' RIW o 1 I I g o o I a o LO MJS/JKP 01 - - I1 CD 01 I SCALE PER FP1 1 O I o O - I z I I z z o - 1 = 30' DATE 1 I 13'PUFE 13' PUFE I 7/5/2022 I I I N JOB NUMBER 16 16 I I I 1 11' 16' 1 WP 215255.02 S89°4250.00' 419.00' CD N R/W R/W 1 69.00' 50.00' 50.00' 50.00' 50.00, 50.00' 50.00' 50.00' 1 R/W R/W SHEET o SHEET 13 SHEET 13 2 0 N WOOD I PATEL r" ♦ S / �i ♦ITS / 73, �6 po, ♦ Wood,Patel&Associates, Inc. PUFF ♦ Civil Engineering 0� o /o / S89°42 ♦ Water Resources � ��/� 59„ i Land Survey �4z� / / w 74890 S8 po J3♦ ♦ Construction Management 602.335.8500 o 7$90, `90 www.woodpatel.com ` SHEET 5 50 � 7p-/ 7► -527E 42.46' 74.28' 60.00' 60.00' 60.00' 60.00' 0 15.28' 59.00' o o N65053'12"E 314.28' 49 ^ NG� 35.15' 4/,/ Al \ = 48 \ ^ o co �S00, cV c; ,Z z z z CD\ ^ ° N rQ \ -11 O-00: O° o ° o .--i \ 0 47 o O °� m 285 °° 284 ° 283 ° 282 � W CONw 46 r 3 4 , ro / / \ CO 65 0`T S89°42 9 4259„� 4 \ CD CD o v M 31.13 \ 59��2�4 , 76�42'4� L=14.20\ / 13, ` S89° \ RUFF \ 50 425 ` \ a a- / M M _ I 4$ - - -F1 / 72 00 \ \ 42 C44_ L=5 9.51' 20.10, - 60.00' - - 60.00' - - 60.00' - - 60.00' C43 -� N65053'12"E 375.10' T' ED 405.10' /o 0 73 00 \ SQ 2 _ RIDGE ROAD N65053'12"E 2051.00' ED L=59.54 _ _ - - - - - - N65°53_12"E 375.10' - - - - �- LJJ Q L=3 9.9 0' 20.10' 60.00' 60.00' 60.00' 60.00' a Q O El 2 6, so, 650, _ L I U p / ° 1 J 0z 0 75 p = S0S , 5950, S89° �N o I Z W 0 o 4259„ w cn z z o Cn 00 N N N N O I O Q 76 `�' 0 Co 0 0 M b J rn o-) O O Lo Soso 63>4 v m 286 C2 287 288 C2 289 290 0 I /A 83 0 °!cn ca O , 401 S� co 60 '' o o o z / O Q O ' 73 PUFF � I 0 0 82 �038 s 35.15' � S0 N I 0 -A �<v 4 81 o N76054,39 \ QJ = ,ti 8.62' 41.98, E 78.75' \ 36 N68050'28"E 38.65' N65053'12"E 274.32' o 4�S p \ 0 77 12.98' 25.67' M / \ 80 0 34.32 60.00 60.00 60.00 60.00 ti 0 N� I `25 SpS0 \ ;o� 79 N S89° 04�o / / \ 4259"I4i 2 2j943 Sp 50 \ 01 0 31.13' \ \ ` 643, \ C O / /o / ` SO5p, \ � N M ` \ 77 02 m 297 296 295 294 ice: O 0 73, 126 \ \ ` S89°42, \ \ 298 W W w / pC/F S� S9 Vj/ S \ v�`', cn cs cs o I [� o 0 0 0 o NT z x ^ <v \ cli /c�,� /0 93' PUFE (TYP) / S89° �" ^ 580p, SEE DETAIL U / / 4259,E 7 00 \ \ �4`84, _ SHEET 2 2.00 \ LAND 1 4J�� � � =7 ��' .��FICATF sG ^ _ 127 0 102 / �•i i \ C41 _ L_39.60' 34.32_ - 60.00_ - - 60.00' - - - 60.00' - - 60.00' - O v 23945 N o ♦ 70 3 4, N65053'12"E 389.32' BRIAN J. ♦ �. o 1 `` `g C40 - TREASURE TRAIL 344.32 I e, DIEHL,,, ♦ 72S N65053'12"E 1235.40' S, ♦ °0 `' ,� 103 0 �� C39 � l4 ♦ 8? _ _ - - - - - - N65°53'12"E 308.32' - - - - - ♦ ft��L=4 6.6 8' 13.32'' 60.00' 60.00' 60.00'- - 115.00' b -A ' � �-_- COMPLETED SURVEY FIELD ♦ ♦ S89OVI°4�5 WORK ON N/A i 59��9w 39 moo/ SHEET 14 SHEET 15 CHECKED BY 0 30 60 ♦ Sig, 36g- / � GSR/BJD CAD TECHNICIAN ♦ MJS/JKP / SCALE Horz. 1 in. = 30 ft. ♦ 53S'00, LEGEND 1" = 30' i ` / DATE ♦ / (SEE SHEET 2) 7/5/2022 JOB NUMBER N WP 215255.02 Y SHEET U O 10 OF 27 o _o m N WOOD I PATEL 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' 710' 10' 7 N65053'12"E 135.00' N65053'12"E 135.00' 16' 11' R/W R/W R/W R/W I N R/W R/W 13' PUFE _ _ 13' PUFE o I I I I I M W SHEET 6 0 0 454 CDN65 5312E 355.08 0 280 446 �' o 71.04'.' 71.00' 71.00' 71.00' 71.04' rn Z W � o o co Ig I I gl I Z o CD co co rn N N65053'12"E 135.00' ,� N65053'12"E 135.00' N65053'12"E 135.00' O° U co z O W w N IWI-r-II OLf") I oZ I U I oz 13' PUFE O Z I o ° ONz I'll N O O O M CD F1 W 0CDOO co M C9 OR C I o o o 452 451 450 C 449 448 w co L M N M p 7t - - G L N o 0 13' PUFE o o _ o c`''n c`''n w � o o ~ o N �N Ln O o_ N O C? fJl O N lf') C' °' 281 � 0 453 � C' o o Nam' 445 I w I I 33' SVT I I w w n A 10' 10' 10, 10' \ a 13 PUFE 01 / R/W R/W 31.43' / R/W R/W l�� ��'� R/W R/W 35.40' 9 �. � M 36.29' W - - co L157 � �, l �s� � L163 - - - - - - - - - - - - - - - - - - - LJ - - - - - - - - - - 164 � 5 �� � QO � 13' PUFE ��' - - _ L_ � 115.00 _ �, ��� o _ _ 115.00'- _ __ _ 71.04' _ _ 71.00' _ 71.00' _ 71.00' _ _ 71.04_ _ _ i = �115.00' � l�sr N65°53'12"E 375.10' � �s L160 N65°53'12"E 585.08' o a. Y z 0 - -� 60.00' 3: 1, - - - 651.08' - - 105.00' 0 v °O v N65°53'12"E 2051.00' CID CD CD RIDGE ROAD N65053'12"E375.10' � L171 _ N65°53'12_E690.08' � _ Ow 115.00' l z �' c�� z 115.00'� 80.04' 75.00' 75.00' 75.00' 75.00' 80.04' - - 115.00' Z � Q L156 S 13' PUFE ��� 142 0 U. LU && w w � 35.40'�\ 10' 10, / 10' 10' > M \ 'IC R/W R/W R/W R/W 31.43' M M I I I 13' PUFE 33'SVT 13' PUFE o 291 - I I 438 ED N 00 LO � o Z NDN Z o O IV IV M Lo p O o 0 ° o L6 OD LO w 439 440 02 °° 02 02 444�, �, 0 W 441 442 443 8 �O I NI Iz wl o w o W N O Cn Cn � z IZ � I I � ZI � CDo g CDo � O � N65053'12"E 135.00' [--� � r00 O/ N65053'12"E 135.00' r^ Cn Cn N 1� O o 00CD �o4 I N65053'12"E 460.08' 0 00 0 80.04' 75.00' 75.00' 75.00' 75.00' 80.04' o 0 0 0 0 292 �; 437 z 67.54' 65.00' 65.00' 65.00' 65.00' 65.00' 67.54' 6' N � � O I � g I I o 4 I 00 o I I M � I N N65°53'12"E 135.00' o o N65°53'12"E 135.00' 0 0 0 Z rh N z M LEGEND Z 0 N I I I I o O z N � Ili O o o L CD M �° 0? � ��� 435 434 � 433 432 � 431 430 429 o (SEE SHEET 2) �o a' o o cow w o LAND W z Lq o rn o 0 0 0 0 0 CIQ 293 13' PUFE ~I I I 13� 436 0 _ `' m 23945 BRIAN J. 33'SVT I I PUFE (TYP) W o DIEHL o�. o w w w/ w 10, 10, 10' 10' \ SEE DETAIL M 31.43' R/W R/W R/W R/W SHEET 2 M v� - - - - ��J� G9 �� �`� �� - - - - - - - - - - - - - - - - - - - - - - �3 �-�� F1 L 145 N - _ _ 13P 115.00' �� �, UFE Vq, _ _ 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 ON N/A a � � - Of TREASURE TRAIL � CHECKED BY GSR/BJD 344.32 75.00 60.00 75.00 681.08 N65°53'12"E 1235.40' - CAD TECHNICIAN N65053'12"E 308.32' o Of N65053'12"E 148.00' CD ED N MJS/JKP � CD - - - - - - N N65°53'12"E 609.08' [if 1 SCALE -� Cl) FL 1" = 30' 115.00' l �'����� 15� L149 ��, ��� 115.00' 63.08' 62.00' 62.00' 62.00' 62.00' 62.00' �� ? DATE �� � J\ io _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7/5/2022 �; SHEET 15 SHEET 16 0 30 60 N JOB NUMBER N WP 215255.02 16 11 / SHEET 15 11' 16' /' Y SHEET R/W R/W R/W I R/W w �. Horz. 1 in. = 30 ft. F= 11 OF 27 0 m N. WOOD I SHEET 6 SHEET 6 SHEET 7 PATEL 11' 16 N65°53'12E 135.00' R/W R/W I 13' PUFE 13' PUFE yl 13' PUFE I o I SHEET 7 Wood,Patel&Associates, Inc. _ _ � Civil Engineering o Water Reso N o rn N65053'12"E 557.82' Land Surveurces WLO CD o I~ 520 78 82' 77.00' 77.00' 77.00' Construction Management N bo 602.335.8500 CO 1 oo www.woodpatel.com 0 N � � TRACT U zo z N65053'12"E 135.00' W o x+ �N Cn Cn ° (0N C!) N � 00 co I CDCDCDLf) O p2 CD 1 o0o_ Cq 00 r7l IN N 0 522 523 m 524 525 w� CD Z �,{-j LO W C.JI O ti = O O O� LCD N O O w 1 521 �' w 111' 16' I ? U 25.37' 27.51' \ 33.35' M N R/W R/W L 192 _ _L19� j��c6J� l L 173 - - - - - - - - - - - - 7�� - - -115.TO' - - - _ - _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 `0 RIDGE ROAD co N65053'12"E 2051.00' _ _ _ _ _ _ _ _ = HEET = iL N65°53'12E 690.08' N65053'12"E 230.00' - - - - - - - - - - - -N65053'12"E 455.82' - - - - - - - 115.00' �� �� 115.00' - - _ _ _ 115.00' _73.00_ 76.00' 76.00' 76.00' 76.00' r L 191_ - - F29.76'-\�\ 190 �� 5J� L185 L 184 - - ��, � ��1 J� 74- - 1 - - - - - - - - - - - - - - - - - - - ww / w 16' 16' r a 29.76' h�` _�� I W \ R/W R/W _ 16 16 m W 350 0 325 R/W R/W 1 x 0 13' PUFE I 13' PUFE 13 PUFE 1 vs w � � 0 351 n ;j I N Q z � � 13' PUFE z z z� Q O z O I 0 N N 0 f�l 0 o 0 ` o 534 533 532 531 530 a Y Q z co 02 D 1 o N65053'12"E 135.00' N65053'12"E 135.00' � 02 Up o CN o o r w J o l� o CD CD 0 0 0� Q w N65053'12"E 135.00' co M o N o U) O I � o I Z Z o6 o o z Z Q Q M 349 co 326 0 -�00 m c 00 o 0 co CD CN CN o N I z I N65°53'12"E 495.82' 352 0l o z N65°53'12"E 135.00' N65°53'12"E 135.00' W I cCD o Q 93.00' 76.00' 76.00' 76.00' 76.00' 1 H� 1 00 co M N l0 348 o 327 0l N65053'12"E 135.00' I o co co c I U O/ `o CD z z I f-LI I 1 I FLi I z 4i. N CD A z O N65°53'12"E 135.00' N65°53'12"E 135.00' o M _ wrn M 535 °° - w � � o 2.33' 1 536 W 537 538 w 539 a' 13' PUFE I ti vo .can o 00�' _ o �� 13' PUFE o _ 0 0 I 16 16 0 � 1� I - o 353 0 347 � 328 I W I w I co R/W R/W I W I co � � w PUFE(TYP) w I I M I I I I SEE DETAIL n SHEET 2 30.73' 16 16 �,32.24' I I All N65053'12"E 135.00' I IW RIW . \ W - - - - - - - 115.00' Z I N 137.27' - - - - - S60031'21"W I � o0 68.71' - 76.00' - - 76.00' - - 76.00' - - 76.00' � N65053'12"E 690.08' 1 M N65°53'12"E 448.16' _ a o z o � `� a TREASURE TRAIL `� N65°53'12"E 664.19' I - 681.08' - I - - - N co 00 N65053'12"E 1235.40' 346 0J U 330.71' 185.88' N65053'12"E 112.46' N65053'12"E 609.08 `9 329 I _ 5312" - _ ' 13'P� � I6' - - � - - - N65E250.90 - - - � - - J � 6 2.0� 59.0= �� I I s; 124.45' �- _ _ _ L 181_ 126.45' ��� �`��� - �'`�� CA N� s _ _ _ _ _ _ SHEET 16 \ `�"'s� co , � I N65°53'12"E 139.83' � j � c, u'� O CO 23945 � G V G ZD o SHEET 16 �' SHEET 17 0 BRIAN J. ��� \ � 1 w �\ _ 0 30 60 N loe � Od DIEHLo,�o.: � � S� _ 13' PUFE woo Horz. 1 in. = 30 ft. I 345 M L 117 I o N COMPLETED SURVEY FIELD N C' co M � 1 C' co J WORK ON N/A J 3 CHECKED BY GSR/BJD ' I S5�1'30"�N 1�g1� LEGEND CAD TECHNICIAN _ � ► N MJS/JKP 16' 16 I �- - >_ 6 SEE SHEET 2 SCALE 1" = 30' RIW RIB >• � _ SHEET 1 DATE 7/5/2022 JOB NUMBER N WP 215255.02 Y SHEET U O 0 12 OF 27 _o m N WOOD 1 PATEL N LEGEND (SEE SHEET 2) Wood,Patel&Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com 0 30 60 Horz. 1 in. = 30 ft. SHEET 9 SHEET 9 16T1 1 ' I= 7 11, ' S89°4250.00' 419.00' R/W R/W 1 69.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 1 R/W R/W 1 1 13' PUFE _I 1 0 O co CD CV O N I O � N 65' R/W o CD of I � , z � Cq w PER FP1 F- N O I zo z zo 0 o TRACT A I o l H O N ZO j j Z I O O 1 Z O O - O O N ° O Z _ O I -4 O O O O O 00 °Ln O co CD p O O G N 0 z Z w o I 114 113 112 CD � 111 N 110 N 109 N 108 107 ti I 11' 16' 1 � I z I 01 o 06 o vN, CD I R/W R/W CD o o z o o w 1 13' PUFE I I t CDo 1'VNAE w I � "I w PUFE (TYP) LL- U- SEE DETAIL 31.61, 3 SHEET 2 I = M zs 0 Q1 I � sG � I ,9 �j9s J. co 49.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' J 100.00 wl 13PUFE s� - - - - - - - - - - - - - - - - - - - - - - o -f S89042'59"W 499.00' LU cfl SADDLE RUN 415.43' Q m - - - - S89°42'59"W 190.08' - - - - - - - - 530.00' - = 0 80 1 w L=7.85' S89042'59"W 945.43'cl� �_ J CD cs� � S89042'59"W 958.25' - - - - - - a Y z NI zo elf o - - - - - - - - - � - - 7.68' - - - - - - - - - - - - - - - - - - - 32.43' 50.00' 50.00, 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 23.13' 50.00' UO o . S89042'59"W 187.58' 7.18' v L=7.85' _ z �� - - - - - - - - - - - - - - - - - - - - 23' PUFE - - - � � L196 TT F a w o I w U- 1'VNAE 1'VNAE 0 _ z 1'VNAE I 1 L _I C/) 0 W a= w 0 _ L• � m Q I z Z zl o z z z o z O o z ° ^^ ° o 0 o Z CD o - o I F--1 z 0 _ O PARCEL 15 O o o c 0 1 o C5 o o - � o O 115 116 117 118 119 � 120 121 122 123 C 124 125 141 C C C C p N - C N N N CNJ1 C N CNJI CCn N 1 U N Cn CJ1 N p O CS1 O 7 O O O O_ N Ut OCD 1`--1 L I O O � o O p � CD O I o ao LO oI I CO N Q z I z > I I o _ 23 PUFE 1 z 50.00' - - 50.00' - 50.00' - - 50.00'- - 50.00' - - 50.00' 0' 0'- - 50.00' - - 50_00' - - 50.00' - 50.0 50.0 50.00' S89042'59"W 550.00' n2'59"W 300.00' - N N � I U o TRACT B 182.50' w 787.92' o S89042'59"W 970.42' 0 CD co I o PARCEL 14 - L A 2 CD �0 ND CO C �G • _ 23945 m 1 0 BRIAN J. PARCEL 12 � ad DIEHLo,\o`': � 65' RIW W COMPLETED SURVEY FIELD WORK ON N/A 1 PER FP1 m CHECKED BY S89°42'59"W 182.50' o GSR/BJD CAD TECHNICIAN 1 MJS/JKP SCALE - C141 - 30 1 DATE 7/5/2022 � JOB NUMBER `' WP 215255.02 CD SHEET 23 SHEET 23 SHEET 0 13 OF 27 0 _o m N WOOD I PATEL Wood,Patel&Associates, Inc. z, Civil Engineering Water S♦ 517�� Resources Land Survey / 89°42♦ r 10 Construction Management N r, ,♦ / 4 j66�21043*, * 602.335.8500 , ♦ ♦ S \ \ ``, ` %ow www.woodpatel.com I /0 4,e' \ �2♦ 0 ftftw1 a SHEET 10 Mww /�/ ♦ ♦ ry' L=58.001 _ _ - - - - - - N65053'12"E 308.32' /^ / ♦ ♦ o � - - L=46.68' 13.32' 60.00' 60.00' 60.00' y 1 128 ♦ / 104 / ♦ / o El LU 0 30 60 / / o s 69,E♦ ♦ �, M o / ry I 105 Horz. 1 in. = 30 ft. / w �2s s 889 S8o0' ♦ / I w v z z O �29.76' 00" 4o S89°42SS0' ni �' 0 o o rn v O \ k 9 IN 0 39369, 6 1v 106 0 � � � "' ��" w 300 301 302 o _ �r� N�\\ 129 0 0o S3S �" 299 w w � I O 4, ° w 02 cn o 0 LEGEND \\ = 130 w o o Z W N (SEE SHEET 2) ?09 04 o S3S0, o 6 131 23, \ \ , 441 6350, 13 / ^ S8' o N7g° I / \ S \ \ 8 132 h 5046"E 638p, N65053'12"E 180.00' \ \ �00" ` \ `S`69 \ \ 53'14, N65°08'39"E 75.53' 60.00' 60.00' 60.00' o a904. 10.66' 41.76' 33.77' 19.50' 53.50' 53.50' 53.50' a'I QJ \ So00, a9°42 L� \ 0 133 w z43' S367, UO^ o5300' 4543, `4 1348/ 9„w \ sF FF0yo 3, 43,`S0142 Qz co cn z U O 0 o N z I J z o �° z o 0 o \ \ \ 42591, \ 135 o 0 0 m o 143 \ \ 9S82s' ` �S3 S0' \ m m rn 4 L I O = z \ \So�9, \ \ � 136 w 137 w a 138 139 140 Z cn / �, I _ � p \ \ \ a> ' - w O o 0 Q / 144 \ \ S3S0, \ o CD Z I m 5.74 \ I \ \ 0 145 � ^ �� \ \ LU o2so' 4 a 0 00, ° 0 4�1 146 '�' \ L=9.34' , g \ � � L=79.32, L=9.58 I / \ 42Sg,,41 = 0 147 \`U' o C5g - _ 47.04' - - 53.50' - 53.50' - - 53.50' _ \ \3000� �00 �'� C60 N65053'12"E 322.54' / \ \ o ^ L=1 358.54' SADDLE RUN `� a ?, \ �0 29.88 �2p0 57 02 / S89°4259 ,8�92' C��\ \ \ \S30 0 IV89°4,9 „ . ,S��/ L 50 56, C61 N65053'12"E 1030.51' E0 0 0' 8F / co 76'' //� N65053'12"E 403.54' 9�342' Q� \ \ �' �2500- 16, / � � _ L=53.50 L=23.63' 29.87' 53.50' 53.50' 53.50' / / \ 148 13 p�FF L LU a OZ / VN N89048,,8,F M / / 1250 , CO)0 0 / o w 151 W P CAI w� ^ 149 / � y / w 153 152 � 154 m 155 Ce m 156 - W cv / / "� m w ° b ^� o m w m 4818'F //5o N CIV/ 'U' o o / CD 0�2S 0, �r1 � 0 o / 01> Q / S „ �V"1 LAND t✓62 \ \ \ o`D / /^ /0 30.03, I rr�_ ' \FICA° 23 63 N65°53'12"E 450.04' 2394° F /"�� / ^ S77 10'08" 47.1 4�8'FF r - -w 53.66' 4 RIEH o <<, w ° 56.37 53.50 53.50 53.50' DIEHL o`'. o ♦ / ` \ \2500 `� , / 5�23'2=w 51.98, 53.56' 54.00' 54.00' 54.00' mod` o'� S��� ♦ ♦ / o� F 2g68"' � N89° �`qL?'\ \ \ \ / / �� / / SHEET 20 48,18,E 8 - A� \ 7 / o / ♦ ♦ / /^ 2�- �.�� / 1g8so� ` \ 3\4 j R� 16, / �3,p h/ �o WORK ON COMPLETED SURVEY N/A ELD ♦ 8/Co , /3� �` ♦ - `8,�8 \ 33 S�� �w OFF �v �I� CHECKED BY ♦ ♦ / h ♦ ♦ F y�00 2�3 r �,/ ` w � GSR/BJD 0 �- _ CAD TECHNICIAN ♦` ` o �, ♦ �� �� �o/ N MJS/JKP ♦ /� ♦ o cG\ 75 SCALE w , o / ♦ / 1 - 30 �TZ3 ♦ �o/ / QI ♦ / \ DATE ♦ �� \ \ / LC) 7/5/2022 N8 ° 5400, N JOB NUMBER ♦9 / N WP 215255.02 ♦8 F 2 5, ��?' ` 3� / 0 SHEET 0 18 ♦ o 14 OF 27 _o m N WOOD I PATEL N Wood,Patel&Associates, Inc. Civil Engineering Water Resources Land Survey 0 30 60 Construction Management 602.335.8500 I�OC'Z. 1 ICI. = 30 ft. www.woodpatel.com LEGEND (SEE SHEET 2) SHEET 10 SHEET 11 SHEET 11 N65053'12"E 148.00' N65053'12"E 308.32' _ _ - - - - - - �� _ _ _ _ _ _ N65053'12"E 609.08' _ +_ r - - - _ 115.00' _ - L15� - - L149 - - ��, ��� _ •115.00'� 63.08' 62.00' 62.00' 62.00' 62.00' L221 - - � s� �_ � �`���� _�s�� � �� �� gJ� � L146 r w T- 113.39' 16' 11' _ 11' 16' w w W I a 1 R/W R/W M M 25.41' R/W R/W 36.33 a- d- INC W I \ 27.56 M M I 13 PUFE I I 13' PUFE 13' PUFE I 1 13 PUFE W I o Lq 303 0 420 o M U o z C2 0 ~ Lq c2 N N N Oo O O O I� Q � 421 � � CD � 425 422 02 423 0 42 02 CD �, I o w � 02 Z I D I I I z g I N65053'12"E 135.00' E-+ N65053'12"E 135.00' o o o o w �o z FM co I I o I wxco o o, o I Q = oU Q � o N65053'12E 524.84' U o TRA CD CT E 0' ' . . . 62.00 62.00 v 304 419 65.00' 65.00' 65.00' 65.00' 65.00' z N I a 0 i 5) PUFE(TYP) I I I z z � a SEE DETAIL I � I I I O Q I ° SHEET 2 C � I LL J m I N65 5312E 135.00 w rn ce z N65°5312E 135.00 I 0 0o N ° z z z O � � o N z N I E O O ° N 0 I 0 13' PUFE I � I Ig a° I � M 0 co I O I I I o CD °° 02 00 00 IO N 417 416 415Cn 414 413 CD MUD co CD CD Lq o W _ 13' PUFE ti o 0 0 z 305 13' PUFE 13' PUFE 418 Z o I wLU I I I I I w w 33.39' � w a aV3� 16' 11' 25.41'� � 11' 16' a a I 27.56' R/W R/W co I R/W R/W M -�� 219 � L223 Lis � L2�- 5 12�o Lj _ L211 66L=14.04' 115.00 _ _ _ �� ��� 115.00' - __ 65.00' _ 65.00' _ 65.00' _ _ _ _ 65.00' _ _ _50.97' T N65°53'12"E 322.54' - - - - - - N65°53'12"E 425.97' C63`� � � N65°53'12"E 148.00' co 358.54' 75.00' 75.00 461.97' C64 N65053'12"E 1030.51' 60.00' N65053'12"E 1030.51' 6 - � ° ,, � � � � SADDLE RUN ° ,, � � N65 5312E 403.54 ,� L215 N65 5312E 506.97 C65 53.50' 54.67' - - - L21 g 105.00' _ ���, G� 13' PUFE �,�� �115.00' �� 61.50' 61.50' 61.50' 61.50' 61.50' 61.50' 22.97' _ _ -Lu > LU LJ -L:T w > 10' 10' ��� ��� 10' 10' / U- U- 31.43' w w o R/W R/W R/W R/W �0 I 159 1 35.40' o 111-4 33'SVT I 13 o Lq Cn o � o 404 L; o z cn N o 13 PUFE Lf7 a/ oo M �./ rn o Z rzv Z N z I o o M2 [� C2 [� b � o O � �� LAND rn CD � o w U"' W L�ti � rn rn � o rn I ��' ��FICATF 6'G 157 °° 158 � N 405 co 406 407 co 408 °° 409 6' 410 H C2 o o o '�' v N65°53'12"E 125.00' M o 0 0 °° CO m o N Q I o I Q N I o I BRIAN J. °v � w w w DIEHL 1 0 o z I I I � I z o 0 0 0 0 0 W mod, 1 ° o N65053'12"E 135.00' z r O Z N O I O O 160 LO COMPLETED SURVEY FIELD I I I I WORK ON N/A 0 CD N65°53'12"E 423.50' CHECKED BY N65053'12"E 125.00' o 0 403 0 61.50' 61.50' 61.50' 61.50' 61.50' 61.50' I GSR/BJD CAD TECHNICIAN 54.00' 55.48' 125.00' o � o 60.50' 60.50' 60.50' 60.50' 60.50' 60.50' N MJS/JKP o00 N _ _ _ `� SCALE CD SHEET 20 I o o I I o I SHEET 21 SHEET 21 1" = 30' z l I z I � DATE 7/5/2022 JOB NUMBER 0-3 16' 10' 10' 10' 10, N65053'12"E 135.00' I CD 215255.02 R/W R/W R/W R/W Y SHEET U - - ^� _ _ _ � - - - - 15 OF 27 SHEET 20o 0 m N SHEET 11 SHEET 12 SHEET 12 WOOD I N65053'12"E 609.08' N65053'12"E 250.90' PATEL 62.00' 62.00' 59.00, — �� — — — —�— — ( — 124.45' � L 181 126.45' � _ � '6, 20.98 W a- PUFE (TYP) \ � � 141.85 16 W 30.66' t �0 SEE DETAIL I � S54°56'30"W RIW ?,INN \ m Z Wood,Patel&Associates, Inc. 1 p n SHEET 2 ' o\ 01 v o m �,� Civil Engineering \ o ` Water Resources \ N 324 Land Survey 13 PUFE 13 p \\ \ �� Construction Management W t - J \ CD 0 CO CD I o 602.335.8500 426 427 541 o SHEET 12 www.woodpat el.com ° w ► 130 W 1 9 N m 28 cn cn °O S5� N O / <5. � 6� CO ou LP �C? CDI 161 ' �� AIM / -0 6' o oo `o \\ Z 2.02 o I RIW RIW E - I I z 1 VNA I � �; m3, c� I / - N65°53'12"E 524.84' vs" �1 ° 115w Z3j i / , / S46°3,�,4 j 62.00' 62.00' 89.76' N \ S4j / C� P/ / c; \ o 323 199.84 w `"\ / 23 5 \ \ Fo �FE ` � �o/ T / 11'15� 331 / S I TRACT O � \ o \ 5°06� �z RIw � 01 ��' 322 00 0 30 60 ° boo Horz. 1 in. = 30 ft. 332 CP I I 1'VNAE � � „w ,�92g9 � �2 > /°� °oo, �51.2 �/45°2p53 i 3 32 1& 6 \ 45°2° � , � 0 6 53 S � \ 3 S s° �. 321 344 o Sog01 W N16 � �� �og�� z / / 's ♦ ♦ LEGEND Q = o VCL63 / 3ev� � 3330° ,��Q C64 , 5 Y C65 354 �� 22.97' L=38.53 ,� w 343 ss °D�° �O 0 5�0 Z Cn Q G O Q °° 334 EL m s Sog 8.77' ° R�g�� mac'"' �° 342 m 412 �s�° 355 so ,�� °°° 411 W s� °� �� ♦ 50° ° 335 W I oo x I� 6100 og o 19CD '0 gib sr� sr s0 \ `,s I � 01,06 40.36' ' o °�� no 'oo jog � 341 �o° 5ti0'� Cs 356 / o 336 °n 54.50' 31.29 „ 8' ` �, / E 57.1 QJ�� vo SHEET 21 �os / ,�°off ,�°1 ��`� 33'SVT , 340 00 &0 ��� 29.60 o0 0 C/) N Cl) —' / / / / ���'�� / �1 ��,�`� 337 �`� N001 ,per / J,� 339 �° / � ti L A/V CO2"45 G �0� 0 BRIAN J. °� Oa DIEHL,� : C 000, '000, COMPLETED SURVEY FIELD WORK ON N/A CHECKED BY GSR/BJD CAD TECHNICIAN N MJS/JKP SCALE a ill = 30' DATE 7/5/2022 JOB NUMBER N WP 215255.02 Y SHEET U O 16 OF 27 0 _o m N WOOD I PATEL N 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) 001 000 r � �3�00 000 0� 29ap ° S S6-1 � /oo 0 78, � S/oo• � S29° � � moo' 8% � � / 78S8,�'L �0 0000 73500 / ��, ��� � ` IZ � 529 30.29' N ca 00 G / 1 73.00,, 1� 3 8 � 542 OFF 73,A 2.02 320 / 22.76' " 000 00,0 S2 °�w 041 8,�706 ��\ 540 / / �� w Q z 73.00 .00 , oo/ / &\lr" \���� / // �2 . a Q O `tiryY ry =oo �`Y/ 13 Q \\ `��, �` �s T / / / 2 6��� $�c°��°9�2 g1V� �0�p / � U O 0 ti ti / ti goo / 73'p \ / 0 U 23.41' 319 ^ o �,• ��/ U,cF 63' TRACTS 36.91 G 543 33, 00 / Z c/) �C / 6' �� �250 a rn / s� 0 a rV i I w w_ 25.99' Q2 w / R/liv V c ; kI '113.5 \' 4 �� w �j, G11 / 545 L241 1`1 c) 6 Er° C73 L�`'42, C7— L=1 ���0, l�Q��T �� ' �� 60 000 - D U T CHMA _ — — C80 6' `� 29.33 \ '6' N D cfl N _ L=20�6' �2 `� / vFE ° 544To 0 �ap RIVE � � J � - , , 3 , 38 � 3 Q U, G _ 3 \ L=6— C72 — �=51 '16 3.74' ��T 5 '� r' _ L 02 6�00� _ — =60.00' 41.39' 141 5�0 TRACT W \ 6 cn �, \ \ 1000�10pp S2R 0 313 �° �`(&. Co Cn N ' Cu co Z � 312 C zo Z w 306 1110 co 0 311 w w o 9 m P \ \ \3 307 / LO 310 308 � 309 m co CD o w rn \ S2R 06 z ' 00 S 160 44 22\ \ 1 'jNPE �3 Q `� \3\�T ' g1g S2 W 70' 2 , 7 4 3 �° 8 'O / ao CO j "'cry T \ S 21 24, 54 W 7 m S13 325111 / `� v \ 0 LAND FICATF�o GAG \ � _� v 23945 13,20 23 0508 S9 � La169 BRIANJ. J S3°45'31"W 70.23' S4 5343E 70.23' u� O DIEHL,�o`': O S0°34'06"E 70.23' ° 1L 16 08� Q _ cs ) p M — TRACT R - - �=0 6 m a — — — — — — L=574.01' / f m N C6 COMPLETED SURVEY FIELD WORK ON N/A CHECKED BY GSR/BJD BLO SSOM R OCK TRAIL CAD TECHNICIAN MJS/JKP — L=844.83' — — SCALE C14 1" = 30' a DATE 7/5/2022 JOB NUMBER N WP 215255.02 Y SHEET U O 17 OF 27 0 _o m N WOOD I >s TEL 16' 16' N. • R/W R/W `��s SHEET 14 SHEET 20 � � �5°53� 4 p N 51.00' - 11.37' _ L_63.2= C86 � 3 / O4 N89°48'18"E 62.37' G$! 000 00 198.50, 98.37' PERALTA PASS wood,Patel&Associates, Inc. Engineering0 Civil �? N890 4818� ��E 296.87' G88 / �� 5g5° 5p Water Resources Land Survey 48 N89_ '1877110 00' -+ - z Construction Management - � N89048'18"E 62.37' + _ _ �L=55.56 i � � � 9 �� - - 62.37' L=42.71' 602.335.8500 / _ C6 �'� ��� �i 5° 50 www.woodpatel.com rb / W W 31.71'- 16' 16' 29.76' �,, �o 5 w 238 0. � �, TRACT C w R/W R/W- "\\,7 m m �G z N rTtl [� M I 0 000 W Im I N89048'18"E 125.00' I ( o w° s - - - - - - - vs I � I 1°' 241 0 _ 239 �, ° 227 , �4 I J I I IJ m �`'`'' �bN5 o 13' PUFE I 13 PUFE 3 I � ICD 172 LO `9 5°5312 0 226 r (Z3 W I N89048'18"E 125.00' I 1 I I ?' N89 4818E 125.00 ,�50 �° 225 240 5 1'VNAE / 1 1 P-0 224 10 173 o I 242 0CD CD CD LO �6 5�5° 17' PUFE I �X1 223 0 � ° / / / �/ N89048'18"E 125.00' N89048'18"E 125.00' 9669 06: � / /I 1 92g � �' / 9 53 /222 I 1 I I I PUFE TYP o o I I SEE DETAIL I l0 174 0 SHEET 2 243 0 221 cP° / / N89048'18"E 125.00' I W I N89°48'18"E 125.00' �60 �G g�5° 12E / °�J LU Iffi co N o 1 _ o I GJ�/° / �� / / Q 10 175 0 0 244 0 �� / / a Y z `O "' LO C w L=11.75' / / / U o I M 220 391/ / / / J ti r` N89048'18"E 125.00' . / w o W 2 I cn U Q U) - o o 1 0 l o 0 0 0 / ryle � � / / m EL 0 0 I I� 176 I Cn 1 I 245 � N89048'18"E 125.00' N89048'18"E 125.00' N89048'18"E 125.00' 16' 11' / I � I I I 1 I 13'PUFE I R/W R/W 1 0 0 l l g o o I- 13' PUFE PARCEL 9 ui I CD W I I ICD 177 I �' 246 C> 219 I� I I I cli w Q I N89048'18"E 125.00' I N89048'l8"E 125.00' N89048'18"E 125.00' ICI I I I I O w x � I . N CD 0 178 1 C 0 247 218 0 I �I� I ILD � �' � I C> I I I I I Q I N89048'18"E 125.00' I N89048'18"E 125.00' N89048'18"E 125.00' I 1 C^' I 16' 11' 29.67' C o m M I , R/W R/W �� ICD 179 o I I o 248 0 217 o I o �s� T - - - N89048'18"E 1080.14' - - - - - - N I "' 1 I LO o C 257.00' ARASTRA WAY LEGEND 1 - - w N89°48'18"E 125.00' N89°48'18"E 125.00' N89°48'18"E 125.00' � N89°48'18"E 246.00' �_ (SEE SHEET 2) Of 1 �, o o - - - N89048'18"E 210.00' - - - -+ c�� �'U co M ���� 51.00' 54.00' 54.00' 51.00' L A No o I w 1 0 o I �5 \ `�s S I ��'� ��FICATF 0 1 o N o 0 o I 4 33.39 T-F \ GJ I C`�R '1'0 0 180 I 0 1 249 0 216 0 23945 G CD 1 LL' m o � � 16' 16' \ 16' 16' BRIAN J. DIEHL O`'�� O _ a 17' PUFE Cn I R/W R/W N M � R/W R/W o � N89048'18"E 125.00' I N89048'18"E 125.00' N89048'18"E 125.00' _ I 13' PUFE I I I f I C o 1 o I I o 0 N 1 1'VNAE 16' 16' I I � M I 16 1LO 1 1 o R/W R/W o o w cn I 205 LO N 204 N 203 N 202 Q; M� COMPLETED SURVEY FIELD CD W 0 181 0 250 215 o N m o ;' o LU Ix N WORK ON N/A 13 PUFE -I o CV M �I 13 PUFE "' �, I I c' ^' I CHECKED BY o N o o o GSR/BJD 1 ° 1 1 1 ~I ° I ( "' w I I I o o I g N I Cn CAD TECHNICIAN I MJS/JKP N89 4818E 125.00 I N89°48'18"E 125.00' N89 4818E 125.00 o I I O N I SCALE SHEET 19 1 I 13' PUFE Q N W 0 30 60 � DATE x LO 7/5/2022 I I I 16' 16' NEWN JOB NUMBER 61 16 16 1 71.00 54.00 54.00 71.00 Horz. 1 in. - 30 ft. o WP 215255.02 1 R/W R/W I S89048'18"W 125.00' S89048'18"W 125.00' I R/W R/W I o SHEET � 18 OF 27 SHEET 190 0 m N WOOD I PATEL Wood,Patel&Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com SHEET 18 =9°48'18"=5.0� =8 '18' 125.00' N8904 8,1= 125.00' _ � N I � N l0 13' PUFE o SHEET 18 T16� 16 W Imo" 182 o I o 13' PUFE 251 214 I o ' W 17' PUFE "'I 6 I 16 16 Tr r 71.00 54.00 54.00 71.00 x 16' 16 I I I R/W R/W I I I S89048'18"W 125.00' S89048'18"W 125.00' I I R/W R/W ° N89 4818E 125.00 R/W R/W N89 4818E 125.00 N89 4818E 125.00 13' PUFE N U o oLO W ILO I 206 201 N I U � I M to I o f o I I LO o Flo � 183 0 1- o 252 213 0 0 w Imo, CD 0 N89°48'18"E 125.00' N89°48'18"E 125.00' o O Cc!0 o N89°48'18"E 125.00' I I o N89°48'18"E 125.00' 00 N89°48'18"E 125.00' I CD 00M co No 0 0 �� I w I ►-� o ICO NI Iw = 1 I LO o IN M I Lijo to W °° PUFE (TYP) o I N o � I 207 CD N � 200 o N to o o SEE DETAIL U) o 7T Cl) "' `r, LO � �o I "' 184 I o o SHEET 2 253 212 I I CD o I � I L N89048'18"E 125.00' N89048'18"E 125.00' I W N89048'18"E 125.00' I N89048'18"E 125.00' N89048'18"E 125.00' ~ I I I � o �� Cn z - I I x l Q Q o N I o Q CO = N 13' PUFE 13' PUFE 1T PUFE o Z o o ,� M W Q co 208 199 t U M �� a U o M to I glo � I o o I o 0 0 0 I 185 �I00 w to I 254 211 w I w I Q p = M N o I N89048'18"E 125.00' N89048'18"E 125.00' N89°48'18"E 125.00' o z Q o N89°48'18"E 125.00' N89°48'18"E 125.00' t� 17' PUFE can I Q I 13' PUFE 13CD ' PUFE - Q I o co I� o I� �I I N o W �fi I rn w 186 6.02'� b I I 16' 16' `n o 16' 16' I I , > 41.33' R/W R/W 255 � 210 R/W R/W 209 a 198 R/W R/W 34.76 `' 29.76 a 32.45 31.13' J N89 4818E 120.75 L M _ \ � �5J s� L269 - - - - - - G'113) l s�T� L273 C6 o 105.00' - - - - - - -05A0_ - - 105.00' - - - - - - 105.00' - - - - N89°48'18"E 210.00' N89°48'18"E 210.00' �? L264 L265 - - 198.50' _ 282.00' 246.00' - C89 I N89048'18"E 726.50' L263 - _ L261 FREEMONT PASS zo � � � � � or� N89048'18"E 606.00' 36.00' 50.00' 50.00' 50.00' 50.00' 50.00, 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' co 1'VNAE w 1'V NAE w 37.08' a- � iV O O O O ■ O II I 10 O '� O L O OO O O I N F O N O O LO L In Ln O 6 � N N I � O w W � N w Lxi °O CV CV N N N <V �y O N N 193 194 w 195 w 196 w 197 N 187 188 189 190 191 192 w N �U) M 17' PUFE TRACT D w ° o ° 2 CV O �_ lO^ �_ � o 'O^ W � CU) U) 00 �o � N (n I7T � I o I I I LEGEND N co I w w I (SEE SHEET 2) �o LAND I > > I � CO23945 50N I .00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' - 50.00' 50.00' 50.00' - 50.00' I T 0 BRIAN J. T�� w 1 v Qar DIEHLo,�O`�: -z \ a TRACT D bo 726.00' _ S89048'18"W 1465.53' COMPLETED SURVEY FIELD CIA WORK ON N/A F-1 CHECKED BY I W GSR/BJD co N CAD TECHNICIAN MJS/JKP zo -2 SCALE N w RAY AVENUE W M 0 30 60 1" = 30' L� DATE W 7/5/2022 Horz. 1 in. = 30 ft. N JOB NUMBER N SHEET WP 215255.02 U UNSUBDIVIDED 9 OF 27 O 0 m N f SHEET 14 ' 30 0- WOOD I 2� ftftmwn SHEET 14 SHEET 15 awaft S77010'08„w 53.66' 4 7.14 _ 707 7 � _ � _ � _ � _ � _ � PATEL ' S7302325 4.84' 56.37' 53.50' 53.50' 53.50' �/ 51.9g 53.56 54.00 54.00 54.00 54.00 55.48 125.00 ' N65053'12"E 450.04' - I I SHEET 15 Wood,Patel&Associates, Inc. O CD? LO 161 0 Civil Engineering ' L" 10, 10, 10' 10' N65°53'12"E 135.00' Water Resources 13'PUFE R/W R/W R/W R/W Land Survey ' o o 13' PUFE Construction Management 0 170 M 10 oo C� o 0 0 0 ° I - I I it 602.335.8500 ti L!7Cl) LfjCl) o o N65 5312E 125.00 O �O co O O Nw w w co t o o f o f ,_ www.woodpatel.com c ' ;C 169 ti 168 BO 167 166 165 164 163 � o ,� o o � o V' ~' N 0 N CD O co O C O ON L0 Cl) O O M M ~ OLN N ° ° 0 O U � L W IT W N � U) � N N Z O Ln 00 Co 00 O O (n C/� O N CO o 402 10 H � I N I PUFE (TYP) � LU Z La SEE DETAIL 31.43' U- U- \ �; a SHEET 2 a 10' 10' 10, 10, 35.40 S 63.20, _ M M R/W R/W <' X R/W R/W \ M 18C86 r _�80.06 �L=17.04 - - - - - - - 13 PUFE �, L276 C87 _ 42.51' 54.00' 54.00' 54.00' 54.00' 55.48' 105.00' 115.00 -- N65°53'12"E 5-7N65°53'12"E 418.99' PERALTA PASS � L288 z � 8- .86' - = I F N65053'12"E 1117.84' Of �88 448.99' � 60.00' _ � _ � 608.86' zo 55 5 p- `fl L295 co_ - - - + - - - - - - N65053'12"E 418.99' - - - - - -+ - - - - Of - N65053'12_E 578.86' 5' L=19.9 5' 35.55' 55.50' 55.50' 55.50' 55.50' 56.44' - - _105.00' �'� ��� _ 115.00', I L284 �� � 13' PUFE ��'� - - - - - - - - - - - - - - - - - J 277 N w w ��i \10 w LL- 0LL- a 35.40' \ 10, 10, 10' 10' / 31.43' M M 232 I R/W R/W I I O o I I 33'SVT IR/W R/WI 13' PUFE bo 0 13' PUFE I � 381 00 o o Lon rn LO o 0 0-4 ZD M co O - MI co 237 236 w 235 w 234 w 233 � �' o o I- o N � � ao N65°53'12"E 125.00' o � NI CD CD co coo �, I IN NI z N N o l owl ICI I w CN � z CD CD I � z 0 30 60 z 3 o 0 o N65°53'12"E 135.00' Q p z N I J 11 CD CD z Horz. 1 in. = 30 ft. 231 �; N I a v o IZQI I I 0 � N65053'12"E 636.73' I o f I N U LEGEND Uj 55.50' 55.50' 55.50' 55.50' 56.44' N65°53'12"E 125.00' 0 co 0 380 I O 51.50' 51.50' 51.50' 51.50' 55.54' HCD CC/) (SEE SHEET2) �' - - - - - � - - - - - - - - - .� o I - oa LL SHEET 18 I M I I I I m CD ofco 0 230 o o 00 n' N o Z :I- N65053'12"E 135.00' N o o z �,C� ED M N65°53'12"E 125.00' I � � I I I C� z of I Q 0 228 co z 7t 00 0 �0 0 oLO LOo � _ Ln °N Z C140 z 13' PUFE I I 13' PUFE 379 z co w 229 I I 33'SVT I I w 10' 10' \ A �c 10, 10, 35.40' � N IW 31.04' R/W R/W <� ��� R/W R/W X19 55.54' _ 105.00 �,� ' PUFE - - 115.00- N65°53'12"E 509.29' L292 N65053'12"E 678.65' zo � � � L289-- � � � E0 I w DUTCHMAN DRIVE 60.00' vx1 N65053'12"E 1307.94' N65053'12"E 1176.88' SHEET 24 SHEET 24 LAND ICA7F sG CO O �G _ 23945 m 0 BRIAN J. O DIEHL,\o`' f COMPLETED SURVEY FIELD WORK ON N/A CHECKED BY GSR/BJD CAD TECHNICIAN N MJS/JKP SCALE a ill = 30' DATE 7/5/2022 JOB NUMBER N WP 215255.02 Y SHEET U O 20 OF 27 0 _o m N WOOD I PATEL Wood,Patel&Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com SHEET 15 SHEET 16 avow Woo _ _ _ _ _ _ _ _ _ _ _ _ � � 25.89 �o° J' �° g 61.50' 61.50' 61.50' 61.50' 61.50' 61.50' 54.50' 31.29 N58 42 02 E 57.18 6' 60.50' 60.50' 60.50' 60.50' 60.50' 60.50' 60.50' L229 WN65053'12"E 423.50' OcP 33' � °o W s SVT ` x � /341. 55' 393 N ��5 / \ems C� Eb ED 0\". w 00 401 400 399 398 397 396 395 o / O� / / / OQ�o o w � o 0 o o 0 o � 0 394 / �01• o� / 357 �' M ED z z z z z z z / O�% �5� �000/ / `'moo �`�3 / z �/ \ 26, OOc� O O° O PUFE (TYP)w / / , ���01 0 / / 0�R3 \ �° roc'o 5 / '� o SEE DETAIL a ON o, M SHEET2 / ,�a�i �00 / / AGT L9 ��'�� \ 01 - - -F1N�j- o 171- 11�11001, 60.50 60.50 - 60.50 _ ° _60.50 _ 60.50 60.50 60.50 _40.36 _ _ G��1 �oQ \ ��1 a Q O �- - - - - N65 5312E 578.86 - - - - - - - - - - g� / �o _� N � N65053'12"E 1117.84' �" / / 392 358 a Y z c608.86' G�0 / O00 ry _N65053'12"E 578.86' PERALTA PASS _ � 62 0� / °°Q goo �,ti J 0 62.85' 62.00' 62.00' 62.00' 62.00' 62.00' 62.00' 29.01' L=3 2.9 9' / °�, �o � 0 1\16 � Q 0 < LU U 391 m %8 O o CP u? 00 UC O O ,�OO L, O O O o 0 0 0 N 390 n 0I\% CD CD M O M M m �y 0 382 � 383 M 384 385 386 � 387 co 388 � . °�� Z 7t 00� o 0 389 N o ° � C os N N N z N ° 368 z z z z 00 �33� cos �A z I °42'36"W 54 47 N65°53'12"E 503.98' m 19 39, 553 �60° 369 �o 62.85' 62.00' 62.00' 62.00' 62.00' 62.00' 62.00' 69.13' O a' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 83.98' L387 tor' / O101< s100, � 1= I ° 370 / oo�o i 101, 1 VNAE ° / / ti /00 -I 1'VNAEZD Io p O oFoci o Foci o Cori CD I 378 � 377 376 - 375 � 374 � 373 � 372 bo TRACT N LU / / 000 ��'�� loe co �0O 371 0/ ICD C) O ° o o oCD L N N N °O N N °O / L A rn z z z Z z z z z N 1.80' ND �' / / yeti �����FICArF�osG�G N _ 23945 m O a LL // 00� ��� 0 BRIAN J. �L WM c / S/ � � / � Cj � Od DIEHLo,�o`', � W - - - - - - - F1 - - - - - �-g0�/ G/ i 9 0 60.00' 60.00' - 60.00' - 60.00' 60.00' 60.00' 60.00' 11 - 116.73' L26_92' Ggg 10 DUTCHMAN DRIVE N65053'12"E 678.65' zo %10 COMPLETED SURVEY FIELD N65053'12"E 1307.94' G9� �,- 0 30 60 WORK ON N/A � 616.08' 92 57' - � � 3 CHECKED BY ry N65053'12"E 1176.88' GSR/BJD - - - - - - - - - - - - - - - - - - - - � - - _ CAD TECHNICIAN Horz. 1 in. - 30 ft. � MJS/JKP 23.24' 37 8311 'L-2171 SCALE SHEET 24 SHEET 24 � SJ� �� SHEET 22 LEGEND DATE ,) 1" = 30' ,lS97/5/2022 L (SEE SHEET 2) N JOB NUMBER P 215255.02 Y SHEET U O 21 OF 27 o _o m N WOOD 1 PATEL 33' SVT 2Q �ss0 Wood,Patel&Associates, Inc. / \ \ Civil Engineering Water Resources Land Survey \ �p F ♦ Construction Management 602.335.8500 \ ��i ,Q \ 0 ^ \ \\6o 00 ` **AftBEET 21 www.woodpatel.com / Co 7 ► ► 367 \ L=55.70, 4.30'LL r LLJ i \ Al Cl) r r 366 r M H M w h 365 N CD w 'o r co 13'PUFE TRACT Q s20 \ r x S U � 02SS„ E-a 9g�3, \ LU U zo > r J v - r \ \ m - N36°07'59„E. 9 9 ' 25.20' L=5.81' - 7 - cP ;16.61 N29°18'58"E 325.20' � 43.84' - - - - - - - � _ � � SHEET21 S29°18'58"W 116.20' Cg S29°18'58"W 350.00' _ C10 N29°18'58"E 135� � W a -- a r 16' 16' ' ¢ M w "- `_ o R/W z Ma Co of 10 � R/W Q Qo M a 6 a rc I SHEET 16 J _ � Q ic"IaY I o N rl_ N2901858E 1'0' U o_ N LO M I O � BLOSSOM ROCK TRAIL 620.38' - �? �/ U N29°18'58"E 1096.25' r° � I co Lo 21 CD r z 359 Z7 � � o Q O = I coo coo I I C/) U r w I z Z z I 00 ? � 0- 13 PUFE I O ¢ n LLL 13'PUFE 33g o wr m r 161 16' r SHEET 16 - - - - - - \\28.43' -� J� R/W R/W � mom �6, cS'� 16 L305 _ �5 0� __ r j R/W F - - -- -115.00' o !oo `rLj - _8_ - - R/W j o \\++ N29018'58"E 296.80' / 5� ! sG\� 5 EET 21 _ 0 115.00' s H � � IM - 332.80' N29°18'58"E 183.34' - 68.34' N29°18'58"E 552.13' - N29°18'58"E 183-- r - - - N29°1�"�1.3� ' � ®-- - C69 _ .5 rn 60.00' 219.34' 60.00' - - � �-' L=347.42' 60.00' o' N29 18 58 E 552.13' L=8 2.8 2' w - - - - - - 57.00' ! - - - - �� N29°18'58"E 187.84' DUTCHMAN DRIVE c73 r - - - _L304- - �4 moo off, 32.23 _ _ -6030-, 24.04' cr �� ,5 -L301 - - 60.00 35.61' ��, - - _ C72 L=60.00' W r a 29.29 \G�' 11.5 11.5' o� �- L-24.39 L=60.00 w PUFE(TYP) R/W R/�/ 33.08' - M I I w 1 '� w � o SEE DETAIL I � U- r�LO o SHEET 2 0 o I I ` M O co L6 O _ M rxro 364 N 363 Cn OI I I OI IZ CD � N 362 M o p � I O o co U O r O O JI r� o CD 361 0 360 �I I0 I I� -�' � o z O O 0 N Co o 0 ~ NI � P r z z CO z oIl LU z z I� � 0 318 317 o M � mLU l Z co � � 316 N 315 N 314 �,1 \� I - � r 1' I 1 1 1 1 1 N 1 z I U- 13'PUFE 1 r a w L 13'PUFE 1'VNAE r- 60.00' - - - 60_00' 80 > I I 11.5' 11.5' - 1 - - - - 60.00' R/W R/W I w Q N29°18'58"E 324.14' 60.00' _ _ - \ „- w L AND _ _ TRACT Q _ - 60.00' ¢ z 1 r 177.38' - - - E-- L a z _ L � F ICA TF�o -Z- 60.00' - - J -' - - _ _ _� 23945 0 30 60 68.78' - / \ \ N29°18'58"E 120.00' N29°18'58'E 120.00' ° - - - - - - - ° '59"W 70.23' c� BRIAN J. --� N29 3100E 64.17 S21 03 1 ad DIEHLo,�o`': 1 S29018'58"W 350.00' TRACT R S25°23'36"W 70.23' Horz. 1in. = 30ft. �� `� � �s\ � - - -� - - _ - - - - � C8 C \ 117.96' - - - - _ _ N � N 57.84 '- - - - LEGEND X LL 0- L19 o L=2.16 L=574.01' Lo � � a _ (SEE SHEET 2) - 620.38' - a z -- a S2901858"W 182.84' COMPLETED SURVEY FIELD C6 WORK ON N/A `�' a 1 w � a CHECKED BY N29°18'58"E 1096.25' - �? � °- ,,, � M T BLOSSOM ROCK TRAIL LL GSR/BJD � M a CAD TECHNICIAN 219.34' `� M N MJS/JKP _ - SCALE C14 Q> 1" = 30' DATE 7/5/2022 JOB NUMBER N WP 215255.02 Y SHEET U O 22 OF 27 0 _o m N SHEET 13 SHEET 13 SHEET 14 SHEET 14 WOOD I PATEL 17'PUFE I 65' R/W I � PER FP1 27' 27' Wood,Patel&Associates, Inc. R/W R/W I Civil Engineering h—4 Water Resources Land Survey o - I ,j I Construction Management o I—�I N o I 602.335.8500 PARCEL 12 www.woodpatel.com I � I I U S89042'59"W 970.00' 520.00' 450.00' . 8 PUFF I I I I I oI cbo o c W ° O Ico ao ^ I N I II z I o N QIco W m ° of w z I N O o l N w N co F LU Q p co o I dO Q o N I � W J � < z l Z I PARCEL 13 PARCEL 11 I W a Y o o o I QO w w I III z � Q0 w FL oa N ° I W I I I . I i N li I I I . I N I � N I N � N I I 27' 27' II R/W � R/W i 33'SVT I �6� — U I co33'SVT I � O U o o W o 8'PUFE v �I I �,� � o w �� LAND 65' R/W 33' 28'cn I �� �����F ICAT F�osG�G _ 23945 PER FP1 I 17' PUFE o R/W R/W 0 0 BRIAN J. POB w z ad DIEHLAo,�o : 47 ° CD o L29 N S89 42 59 W 65.00 33 SVT 8 a 33 SVT c 50 498.86 — — — — — — — —46.26'— � L28 l2 S89048'18"W 545.12' S89°48'18"W 377.74' 33'SVT LEGEND COMPLETED SURVEY FIELD ��, L32 ,� WORK ON N/A `- CHECKED BY w w (SEE SHEET 2) GSR/BJD ti a 10 W zo W w CAD TECHNICIAN RAY AVENUE N MJS/JKP . - - - - .I � SCALE UNSUBDIVIDED 0 50 100 DATE 7/5/2022 ARIZONA STATE LAND DEPARTMENT N JOB NUMBER Horz. 1 in. = 50 ft. CDSHEET WP 215255.02 UNSUBDIVIDED o 23 OF 27 N 0 m N 366 380 231 381 378 374 377 376 375 232 229 230 233227 228 379 367 1 ' V N A E 6 0 . 0 0 ' 6 1 6 . 0 8 ' 302.00 ' 302.00 ' C10 7 S00°11'42"E 320.50' N 6 5 ° 5 3 ' 1 2 " E 1 3 0 7 . 9 4 ' L3 1 1 N24°0 6 ' 4 8 " W 6 0 4 . 0 0 ' 1 3 ' P U F E 1 3 ' P U F E L2 9 0 L294 L2 9 3 L291 13 ' P U F E 13 ' P U F E 13' PU F E 13' PU F E 13' PU F E 1 3 ' P U F E 1 3 ' P U F E 13' PU F E 13' PU F E 1 3 ' P U F E 1 3 ' P U F E 13' PU F E 13' PU F E 13' P U F E 17 ' P U F E 17 ' P U F E 17 ' P U F E 16' R/W 1 1 . 5 ' R / W 1 1 . 5 ' R / W 11. 5 ' R/ W 16' R/W16' R/W BEDROCK TRAIL D U T C H M A N D R I V E D U T C H M A N D R I V E GOLD S T O N E T R A I L GOLD S T O N E T R A I L TR A C T M TR A C T Q PARCEL 9 PARCEL 10 31.04' 35.40' 31.43' 35.40' 25.54' L 2 8 1 L 2 8 0 L 2 9 9 1 0 ' R / W 1 0 ' R / W 1 0 ' R / W 1 0 ' R / W 1 0 ' R / W 1 0 ' R / W 1 0 ' R / W 1 0 ' R / W L22 L23 33 . 5 ' R / W PE R F P 2 33 . 5 ' R / W PE R F P 2 33 . 5 ' R / W PE R F P 2 44 . 5 ' R / W PE R F P 2 44 . 5 ' R / W PE R F P 2 65' R/W PER FP3 65' R/W PER FP3 PER FP3 33 ' S V T 33 ' S V T 33' S V T D U T C H M A N D R I V E S00°11'42"E 320.50' BEDROCK TRAIL PARCEL 8 RA Y A V E N U E UNSU B D I V I D E D ARIZONA STAT E L A N D D E P A R T M E N T 16' R/W 16' R/W N24°0 6 ' 4 8 " W 6 0 4 . 0 0 ' 33 ' S V T N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' L 2 8 4 8' PUFE UN S U B D I V I D E D AR I Z O N A S T A T E L A N D D E P A R T M E N T SOUTH 1/4 CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC 1.0' UP 33' SVT BL O S S O M R O C K T R A I L 33' SVT 33' SVT 33' SVT WELCO M E WAY 33 ' S V T 33 ' S V T C96 C95 C94 2 3 . 2 4 ' 1 1 5 . 0 0 ' 6 0 . 0 0 ' 6 0 . 0 0 ' 6 0 . 0 0 ' 6 0 . 0 0 ' 6 0 . 0 0 ' 6 0 . 0 0 ' 6 0 . 0 0 ' 1 0 5 . 0 0 ' 5 5 . 5 4 ' 5 1 . 5 0 ' 1 0 5 . 0 0 ' 1 0 5 . 0 0 ' N 6 5 ° 5 3 ' 1 2 " E 1 3 5 . 0 0 ' N 6 5 ° 5 3 ' 1 2 " E 1 3 5 . 0 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' N 6 5 ° 5 3 ' 1 2 " E 1 2 5 . 0 0 ' N 6 5 ° 5 3 ' 1 2 " E 1 2 5 . 0 0 ' 76.00' 76.00' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' S0°11'42"E 125.00' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' S29°5 9 ' 3 7 " E 1 3 8 . 4 1 ' C106 C10 5 N 3 6 ° 0 7 ' 5 9 " E 6 9 . 9 7 ' S 5 2 ° 0 2 ' 5 5 " W 9 8 . 1 3 ' N 6 7 ° 0 4 ' 5 8 " E 7 4 . 1 6 ' S2 9 ° 1 8 ' 5 8 " W 1 1 6 . 2 0 ' L 2 0 L21 L24 S2 9 ° 1 8 ' 5 8 " W 2 2 0 . 0 3 ' C11 C12 C13L25 L26 S8 9 ° 4 8 ' 1 8 " W 1 4 6 5 . 5 3 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' N8 9 ° 4 8 ' 1 8 " E 1 0 8 0 . 1 4 ' S00°11'42"E 320.50'S00°11'42"E 320.50' S24°0 6 ' 4 8 " E 2 2 8 . 9 7 ' C120 C 1 1 9 C118 C1 1 7 C116 C1 1 5 C1 1 4 C1 1 3 C112 C1 1 1 C110 C 1 0 9 C 1 0 8 L315L3 1 4 N3 0 ° 0 0 ' 0 0 " E 9 6 . 5 2 ' 56.00' 59.00' 59.00' 56.00' 75.50' 79.00' 75.50' L2 8 3 59.00' 59.00' 95.50' C89 S00°11'42"E 564.50'C82 L3 1 2 79.00' L282 L2 7 9 L2 9 8 L313 L3 1 0 L309 6 2 . 8 5 ' 6 2 . 0 0 ' 6 0 . 0 0 ' 6 0 . 0 0 ' 5 6 . 4 4 ' 5 5 . 5 4 ' N 6 5 ° 5 3 ' 1 2 " E 1 2 5 . 0 0 ' 13' PU F E 82 3 . 1 4 ' 399.50'165.00' 8' PUFE 8' PUFE N24°0 6 ' 4 8 " W 2 3 0 . 0 0 ' N24°0 6 ' 4 8 " W 2 5 0 . 0 0 ' N24°0 6 ' 4 8 " W 2 3 0 . 0 0 ' N24°0 6 ' 4 8 " W 2 5 0 . 0 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' N 6 5 ° 5 3 ' 1 2 " E 1 1 7 6 . 8 8 ' N 6 5 ° 5 3 ' 1 2 " E 5 0 9 . 2 9 ' 5 9 7 . 1 9 ' 5 7 9 . 6 9 ' 13' PU F E N 6 5 ° 5 3 ' 1 2 " E 1 1 7 6 . 8 8 ' N 6 5 ° 5 3 ' 1 2 " E 6 7 8 . 6 5 ' N00°11'57"W 345.67' C15 N2 9 ° 1 8 ' 5 8 " E 1 0 9 6 . 2 5 ' 25 6 . 5 3 ' N8 9 ° 4 8 ' 1 8 " E 2 6 4 3 . 7 8 ' 105.00' N89°48'03"E 44.50' S0°11'57"E 190.00' L=234.46' L=246.87' 73 9 . 5 3 ' 11 . 5 ' R/ W L 2 9 2 L297 8' P U F E 105.46'37.50'60.00' L=60.00' L=38.97' L=146.9 2'8' P U F E 35. 0 3 ' 11 7 . 9 6 ' 60. 0 0 ' L=5.81' 43. 8 4 ' L =16.61' L =6 2.4 3' L =7 2 .5 7 ' 62 0 . 3 8 ' N 6 5 ° 5 3 ' 1 2 " E 6 7 8 . 6 5 ' RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 1 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A GSR/BJD MJS/JKP 1" = 50' 7/5/2022 WP 215255.02 2724 FI N A L P L A T BL O S S O M R O C K P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A SHEET 19 SHEET 18 S H E E T 2 0 S H E E T 2 1 SHEET 2 2 SHEET 19 S H E E T 1 8 S H E E T 2 0 S H E E T 2 1 SH E E T 2 2 N Horz. 1 in. = ft. 0 50 100 50 LEGEND (SEE SHEET 2) 07 - 0 5 - 2 2 LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 BEARING N89°42'25"E S00°17'35"E S00°17'01"E S20°53'10"W S65°53'12"W S24°06'48"E N65°53'12"E S69°06'48"E S22°46'24"W S65°53'12"W S24°06'48"E N65°53'12"E S65°19'37"E S74°18'58"W N60°41'02"W S29°18'58"W S60°41'02"E S15°41'02"E S29°18'58"W S74°18'58"W N60°41'02"W S29°18'58"W S60°41'02"E S15°41'02"E S00°11'57"E S44°48'10"W N45°11'42"W N00°11'42"W S89°48'18"W S00°11'42"E S44°48'18"W N00°11'42"W N45°14'22"W S46°27'18"E N44°25'27"E S04°59'29"W N08°33'08"W S45°17'01"E N44°42'59"E S04°25'20"W S09°07'18"E N45°17'01"W N44°42'59"E S08°52'55"W N45°17'01"W S08°33'08"E N05°00'00"E N44°42'59"E N45°17'01"W N44°42'59"E N24°06'48"W S74°43'55"E N69°47'47"E S59°17'41"W N20°53'12"E N69°06'48"W N69°49'06"E S59°17'41"W N20°53'12"E N69°06'48"W DISTANCE 8.00' 52.97' 6.19' 35.36' 16.50' 23.00' 16.50' 35.36' 36.50' 17.34' 23.00' 12.13' 37.61' 35.36' 16.50' 23.00' 16.50' 35.36' 31.26' 35.36' 16.50' 23.00' 16.50' 35.36' 20.00' 28.28' 35.36' 15.00' 61.00' 20.00' 28.28' 10.00' 28.31' 34.63' 28.43' 138.12' 73.03' 28.28' 28.28' 105.82' 53.03' 28.28' 28.28' 49.36' 28.28' 60.03' 119.28' 28.28' 28.28' 28.28' 29.22' 30.92' 124.57' 93.87' 28.28' 28.28' 116.21' 93.87' 28.28' 28.28' LINE TABLE LINE L61 L62 L63 L64 L65 L66 L67 L68 L69 L70 L71 L72 L73 L74 L75 L76 L77 L78 L79 L80 L81 L82 L83 L84 L85 L86 L87 L88 L89 L90 L91 L92 L93 L94 L95 L96 L97 L98 L99 L100 L101 L102 L103 L104 L105 L106 L107 L108 L109 L110 L111 L112 L113 L114 L115 L116 L117 L118 L119 L120 BEARING N65°53'12"E S20°53'12"W N69°06'48"W S69°49'06"W N59°17'41"E N20°53'12"E S69°06'48"E S69°49'06"W S59°27'22"W N26°30'18"E N24°06'48"W N35°21'01"W N65°53'12"E S12°52'35"E N69°06'48"W N20°53'12"E N65°53'12"E S69°06'48"E S20°53'12"W N65°53'12"E S69°06'48"E N69°49'06"E N20°53'12"E S69°06'48"E N20°53'12"E S31°37'42"E N69°06'48"W N20°53'12"E S19°13'30"E N69°06'48"W N69°21'44"E S59°17'41"W N20°53'12"E S69°06'48"E N65°53'12"E N20°53'12"E N69°06'48"W N20°53'12"E S59°44'50"W S69°21'22"W S59°45'12"W S31°37'42"E S19°13'30"E S69°06'48"E S74°10'37"W N53°41'08"E S20°53'12"W S69°06'48"E S20°53'12"W N20°10'54"W N30°42'19"W S69°06'48"E S20°53'12"W N19°16'43"W N69°06'48"W S69°25'38"W S59°40'57"W N20°53'12"E N09°07'18"W S45°17'01"E DISTANCE 20.00' 28.28' 28.28' 116.21' 93.87' 28.28' 28.28' 116.21' 93.41' 30.92' 29.22' 47.97' 8.89' 47.97' 28.28' 28.28' 20.00' 28.28' 28.28' 20.00' 28.28' 116.21' 28.28' 28.28' 28.28' 70.78' 28.28' 28.28' 132.29' 28.28' 155.91' 93.87' 28.28' 28.28' 20.00' 28.28' 28.28' 28.28' 45.76' 105.34' 68.71' 70.78' 132.29' 28.28' 77.86' 37.04' 24.04' 28.28' 28.28' 152.68' 74.11' 28.28' 28.28' 134.21' 28.28' 158.78' 71.68' 28.28' 53.03' 28.28' LINE TABLE LINE L121 L122 L123 L124 L125 L126 L127 L128 L129 L130 L131 L132 L133 L134 L135 L136 L137 L138 L139 L140 L141 L142 L143 L144 L145 L146 L147 L148 L149 L150 L151 L152 L153 L154 L155 L156 L157 L158 L159 L160 L161 L162 L163 L164 L165 L166 L167 L168 L169 L170 L171 L172 L173 L174 L175 L176 L177 L178 L179 L180 BEARING N44°42'59"E S05°00'00"W N09°07'18"W S45°17'01"E N44°42'59"E S05°00'00"W S08°33'08"E S45°17'01"E N44°42'59"E N04°59'58"E N45°17'01"W N44°42'59"E N05°00'00"E S45°17'01"E S09°07'18"E N04°25'20"E N44°42'59"E N45°17'01"W N09°07'18"W N44°42'59"E S69°06'48"E S59°17'41"W N20°53'12"E S69°06'48"E N69°49'06"E S59°45'33"W N20°53'12"E N69°06'48"W S69°21'01"W S59°45'33"W N20°53'12"E N69°06'48"W S59°17'41"W N20°53'12"E N69°06'48"W S69°49'06"W S59°17'41"W N20°53'12"E N69°06'48"W N65°53'12"E S20°53'12"W S69°06'48"E S69°49'06"W S59°45'12"W N20°53'12"E N69°06'48"W N20°53'12"E N65°53'12"E S69°06'48"E S20°53'12"W N65°53'12"E S69°06'48"E N69°21'22"E S59°17'41"W N20°53'12"E S35°22'02"E S72°05'54"E S20°13'57"W N24°06'48"W S69°44'25"E DISTANCE 28.28' 119.28' 53.03' 28.28' 28.28' 119.28' 80.37' 28.28' 28.28' 119.31' 5.56' 28.28' 119.28' 28.28' 53.03' 105.82' 28.28' 28.28' 53.03' 28.28' 28.28' 93.87' 28.28' 28.28' 116.21' 68.47' 28.28' 28.28' 105.51' 45.48' 28.28' 28.28' 93.87' 28.28' 28.28' 116.21' 93.87' 28.28' 28.28' 20.00' 28.28' 28.28' 116.21' 68.71' 28.28' 28.28' 28.28' 20.00' 28.28' 28.28' 20.00' 28.28' 155.63' 87.04' 28.28' 68.96' 29.72' 34.95' 25.93' 28.59' LINE TABLE LINE L181 L182 L183 L184 L185 L186 L187 L188 L189 L190 L191 L192 L193 L194 L195 L196 L197 L198 L199 L200 L201 L202 L203 L204 L205 L206 L207 L208 L209 L210 L211 L212 L213 L214 L215 L216 L217 L218 L219 L220 L221 L222 L223 L224 L225 L226 L227 L228 L229 L230 L231 L232 L233 L234 L235 L236 L237 L238 L239 L240 BEARING S69°49'04"W S15°12'37"W S69°06'48"E S69°49'06"W S59°17'41"W N20°53'12"E N69°06'48"W S20°53'12"W N19°13'30"W N69°06'48"W S69°49'06"W S69°21'22"W S59°45'12"W N20°53'12"E S45°17'01"E S44°42'59"W S45°17'01"E S83°07'29"W N44°42'59"E S42°19'39"W S09°01'23"E S45°11'42"E S44°48'18"W S45°11'42"E N44°48'18"E S05°04'57"W N45°14'22"W S86°22'09"E S86°21'06"E S69°06'48"E N69°21'01"E S59°17'41"W N20°53'12"E N69°06'48"W N65°53'12"E S20°53'12"W N69°06'48"W S69°49'06"W N59°45'33"E N20°53'12"E S69°21'01"W S69°06'48"E N69°21'01"E N59°45'33"E N20°53'12"E N24°06'48"W S17°48'58"E S21°57'17"W N74°18'58"E N15°41'02"W N47°50'05"W N88°54'16"E S01°47'30"W S37°51'47"E S66°49'01"E S74°09'01"W N55°04'18"E S24°49'44"W S70°07'45"W N20°36'59"E DISTANCE 175.18' 31.69' 28.28' 152.68' 74.11' 28.28' 28.28' 28.28' 132.29' 28.28' 174.33' 105.51' 45.55' 28.28' 28.28' 14.86' 28.28' 92.74' 28.28' 29.48' 53.15' 28.28' 28.28' 28.28' 35.36' 124.45' 31.80' 173.64' 174.33' 28.28' 155.36' 93.87' 28.28' 28.28' 20.00' 28.28' 28.28' 116.21' 68.47' 28.28' 155.36' 28.28' 105.51' 45.48' 28.28' 17.00' 29.32' 67.43' 28.28' 28.28' 20.05' 28.99' 28.99' 154.23' 33.91' 79.34' 29.82' 26.42' 32.68' 105.27' LINE TABLE LINE L241 L242 L243 L244 L245 L246 L247 L248 L249 L250 L251 L252 L253 L254 L255 L256 L257 L258 L259 L260 L261 L262 L263 L264 L265 L266 L267 L268 L269 L270 L271 L272 L273 L274 L275 L276 L277 L278 L279 L280 L281 L282 L283 L284 L285 L286 L287 L288 L289 L290 L291 L292 L293 L294 L295 L296 L297 L298 L299 L300 BEARING N03°22'51"E S44°11'55"E N44°02'01"E N87°39'04"E N00°46'47"W S64°57'26"E S69°00'26"W S59°40'36"W S59°43'24"W S23°12'14"W S28°34'15"E S32°50'45"W N08°40'16"W S45°11'42"E S45°11'42"E S44°48'18"W S03°16'07"W S44°48'18"W S03°44'12"W S06°47'13"E N86°45'41"W S44°48'18"W N45°11'42"W N89°48'18"E N86°22'17"E N75°57'06"E S44°36'50"W S45°11'42"E S86°15'48"E N83°17'34"E S44°48'18"W S45°11'42"E S84°54'41"E S44°48'18"W S69°06'48"E N69°49'06"E S59°17'41"W S20°53'12"W S69°06'48"E N69°49'06"E N59°43'20"E S20°53'12"W S69°06'48"E S69°49'06"W N59°17'41"E N20°53'12"E S69°06'48"E N65°53'12"E N20°53'12"E N69°06'48"W N20°53'12"E N65°53'12"E S69°06'48"E S20°53'12"W N65°53'12"E S68°56'40"E N20°53'12"E S69°06'48"E N69°48'46"E N42°29'14"E DISTANCE 160.46' 28.87' 33.37' 17.38' 114.51' 32.70' 60.75' 62.81' 72.41' 29.40' 149.04' 33.53' 81.54' 28.28' 28.28' 28.28' 155.36' 28.28' 174.33' 92.17' 75.13' 35.36' 35.36' 35.00' 72.63' 21.89' 31.93' 28.28' 139.30' 67.47' 28.28' 28.28' 119.28' 28.28' 28.28' 116.21' 93.87' 28.28' 28.28' 116.21' 102.90' 28.28' 28.28' 116.21' 93.87' 28.28' 28.28' 20.00' 28.28' 28.28' 28.28' 20.00' 28.28' 28.28' 20.00' 61.10' 28.28' 28.28' 218.19' 134.76' LINE TABLE LINE L301 L302 L303 L304 L305 L306 L307 L308 L309 L310 L311 L312 L313 L314 L315 L330 L331 L387 BEARING N21°20'23"E S15°41'02"E S74°18'58"W S33°14'55"W N22°43'29"E N15°41'02"W N74°18'58"E S31°51'27"W N24°06'48"W N60°41'02"W N60°41'02"W N60°41'02"W N24°06'48"W N60°07'23"W N29°49'32"E N35°43'21"E N36°43'25"E N57°08'08"E DISTANCE 69.27' 28.28' 24.04' 179.14' 87.06' 28.28' 28.28' 162.96' 55.81' 48.13' 48.13' 48.13' 60.81' 33.95' 6.00' 32.03' 28.41' 13.74' RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 1 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A GSR/BJD MJS/JKP NTS 7/5/2022 WP 215255.02 2725 FI N A L P L A T BL O S S O M R O C K P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A 07 - 0 5 - 2 2 LOT AREA TABLE LOT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SQUARE FEET 8,175 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 8,175 6,250 6,250 6,250 6,250 6,250 6,250 6,250 8,675 6,750 6,750 8,675 6,250 6,250 6,250 6,250 6,250 6,250 6,250 8,175 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 8,175 9,175 8,289 9,563 9,297 9,199 7,542 7,250 9,175 8,175 6,250 6,250 6,250 6,250 6,250 ACRES 0.1877 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1877 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1992 0.1550 0.1550 0.1992 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1877 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1877 0.2106 0.1903 0.2195 0.2134 0.2112 0.1732 0.1664 0.2106 0.1877 0.1435 0.1435 0.1435 0.1435 0.1435 LOT AREA TABLE LOT NO. 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 SQUARE FEET 6,250 6,250 6,250 6,250 6,260 8,175 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 8,175 9,363 7,437 7,704 8,826 9,233 8,436 7,383 6,313 6,312 6,312 6,313 8,238 8,175 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 8,175 8,425 6,250 6,250 6,250 6,250 6,250 6,250 6,250 7,471 7,250 7,445 8,557 9,177 6,250 6,250 6,250 6,250 6,250 6,250 ACRES 0.1435 0.1435 0.1435 0.1435 0.1437 0.1877 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1877 0.2149 0.1707 0.1769 0.2026 0.2120 0.1937 0.1695 0.1449 0.1449 0.1449 0.1449 0.1891 0.1877 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1877 0.1934 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1715 0.1664 0.1709 0.1964 0.2107 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 LOT AREA TABLE LOT NO. 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 SQUARE FEET 6,250 8,425 6,232 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 8,675 6,750 6,750 8,675 6,837 6,688 6,688 6,688 6,687 8,304 8,669 7,409 7,222 7,223 7,223 6,250 6,250 6,250 6,250 6,250 6,262 8,134 6,250 6,250 6,250 10,941 8,316 7,747 7,222 7,223 7,222 7,222 7,381 9,300 7,375 7,375 9,300 7,489 7,290 7,290 7,290 7,290 7,634 ACRES 0.1435 0.1934 0.1431 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1992 0.1550 0.1550 0.1992 0.1570 0.1535 0.1535 0.1535 0.1535 0.1906 0.1990 0.1701 0.1658 0.1658 0.1658 0.1435 0.1435 0.1435 0.1435 0.1435 0.1438 0.1867 0.1435 0.1435 0.1435 0.2512 0.1909 0.1779 0.1658 0.1658 0.1658 0.1658 0.1694 0.2135 0.1693 0.1693 0.2135 0.1719 0.1674 0.1674 0.1674 0.1674 0.1752 LOT AREA TABLE LOT NO. 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 SQUARE FEET 8,919 8,330 8,705 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,241 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 8,737 6,812 6,812 6,875 8,675 6,750 6,750 8,675 6,875 6,813 6,813 8,737 8,175 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 16,242 9,318 6,953 6,952 6,952 ACRES 0.2047 0.1912 0.1998 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1433 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.2006 0.1564 0.1564 0.1578 0.1992 0.1550 0.1550 0.1992 0.1578 0.1564 0.1564 0.2006 0.1877 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.3729 0.2139 0.1596 0.1596 0.1596 LOT AREA TABLE LOT NO. 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 SQUARE FEET 6,952 6,953 6,952 7,498 9,300 7,375 7,375 9,300 7,619 7,493 7,492 7,493 7,492 7,936 9,009 11,470 12,294 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 8,175 12,327 8,100 8,100 8,100 8,100 8,100 8,100 8,100 8,100 8,100 8,100 10,195 10,195 8,100 8,100 8,100 8,100 8,100 9,091 8,100 8,100 8,100 8,100 12,693 10,665 ACRES 0.1596 0.1596 0.1596 0.1721 0.2135 0.1693 0.1693 0.2135 0.1749 0.1720 0.1720 0.1720 0.1720 0.1822 0.2068 0.2633 0.2822 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1877 0.2830 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.2340 0.2340 0.1860 0.1860 0.1860 0.1860 0.1860 0.2087 0.1860 0.1860 0.1860 0.1860 0.2914 0.2448 LOT AREA TABLE LOT NO. 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 SQUARE FEET 12,692 8,100 8,100 8,100 8,100 8,980 8,100 8,100 8,100 8,100 12,693 10,665 12,693 8,100 8,100 8,100 8,100 9,046 9,232 8,100 8,100 8,100 12,693 10,665 12,692 8,800 8,804 8,804 8,804 8,804 8,804 8,804 8,804 8,804 8,804 8,392 8,100 8,100 12,537 8,100 8,100 9,819 9,463 14,374 10,195 8,100 8,100 9,023 9,278 9,580 9,610 9,317 9,085 8,175 8,100 8,100 ACRES 0.2914 0.1860 0.1860 0.1860 0.1860 0.2062 0.1860 0.1860 0.1860 0.1860 0.2914 0.2448 0.2914 0.1860 0.1860 0.1860 0.1860 0.2077 0.2119 0.1860 0.1860 0.1860 0.2914 0.2448 0.2914 0.2020 0.2021 0.2021 0.2021 0.2021 0.2021 0.2021 0.2021 0.2021 0.2021 0.1926 0.1860 0.1860 0.2878 0.1860 0.1860 0.2254 0.2172 0.3300 0.2340 0.1860 0.1860 0.2071 0.2130 0.2199 0.2206 0.2139 0.2086 0.1877 0.1860 0.1860 LOT AREA TABLE LOT NO. 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 SQUARE FEET 10,532 10,195 8,100 8,100 8,100 8,100 8,259 9,849 9,718 8,245 8,100 8,100 8,100 10,195 12,693 10,665 12,692 13,440 10,134 11,350 12,693 10,665 12,693 8,095 8,100 8,100 8,100 8,100 10,514 10,742 9,114 8,100 8,100 8,309 14,444 8,100 8,100 8,100 8,100 8,100 8,100 8,100 12,693 10,665 12,692 8,485 8,370 8,370 8,370 8,370 8,370 8,370 9,821 11,373 10,281 8,485 ACRES 0.2418 0.2340 0.1860 0.1860 0.1860 0.1860 0.1896 0.2261 0.2231 0.1893 0.1860 0.1860 0.1860 0.2340 0.2914 0.2448 0.2914 0.3086 0.2327 0.2606 0.2914 0.2448 0.2914 0.1858 0.1860 0.1860 0.1860 0.1860 0.2414 0.2466 0.2092 0.1860 0.1860 0.1908 0.3316 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.2914 0.2448 0.2914 0.1948 0.1921 0.1921 0.1921 0.1921 0.1921 0.1921 0.2254 0.2611 0.2360 0.1948 LOT AREA TABLE LOT NO. 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 SQUARE FEET 13,130 11,505 8,168 8,168 8,168 8,168 8,167 8,168 8,167 12,692 10,665 12,693 8,303 8,302 8,303 8,302 8,302 8,303 9,984 11,252 8,772 8,775 8,775 8,775 8,775 12,692 10,665 12,692 8,516 8,370 8,370 8,370 8,370 8,370 8,370 10,840 9,118 8,775 8,775 8,775 8,775 8,775 9,118 12,692 10,665 12,693 10,805 10,125 10,125 10,125 10,125 10,805 12,692 10,665 12,692 9,590 ACRES 0.3014 0.2641 0.1875 0.1875 0.1875 0.1875 0.1875 0.1875 0.1875 0.2914 0.2448 0.2914 0.1906 0.1906 0.1906 0.1906 0.1906 0.1906 0.2292 0.2583 0.2014 0.2014 0.2014 0.2014 0.2014 0.2914 0.2448 0.2914 0.1955 0.1921 0.1921 0.1921 0.1921 0.1921 0.1921 0.2488 0.2093 0.2014 0.2014 0.2014 0.2014 0.2014 0.2093 0.2914 0.2448 0.2914 0.2481 0.2324 0.2324 0.2324 0.2324 0.2481 0.2914 0.2448 0.2914 0.2202 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 1 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A GSR/BJD MJS/JKP NTS 7/5/2022 WP 215255.02 2726 FI N A L P L A T BL O S S O M R O C K P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A 07 - 0 5 - 2 2 LOT AREA TABLE LOT NO. 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 SQUARE FEET 9,585 9,585 9,585 9,590 12,693 10,665 12,693 9,590 9,585 9,585 9,585 9,590 12,693 10,597 10,598 10,598 10,598 10,878 12,692 10,665 12,693 10,878 10,597 10,597 10,597 10,597 12,693 14,498 10,057 10,058 10,058 10,057 10,058 10,057 10,058 12,152 12,343 9,922 9,923 9,923 9,923 9,923 9,922 9,923 9,923 12,343 12,490 10,395 10,395 10,395 10,395 10,395 10,641 12,692 10,665 12,692 ACRES 0.2200 0.2200 0.2200 0.2202 0.2914 0.2448 0.2914 0.2202 0.2200 0.2200 0.2200 0.2202 0.2914 0.2433 0.2433 0.2433 0.2433 0.2497 0.2914 0.2448 0.2914 0.2497 0.2433 0.2433 0.2433 0.2433 0.2914 0.3328 0.2309 0.2309 0.2309 0.2309 0.2309 0.2309 0.2309 0.2790 0.2834 0.2278 0.2278 0.2278 0.2278 0.2278 0.2278 0.2278 0.2278 0.2834 0.2867 0.2386 0.2386 0.2386 0.2386 0.2386 0.2443 0.2914 0.2448 0.2914 LOT AREA TABLE LOT NO. 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 SQUARE FEET 10,641 10,395 10,395 10,395 10,395 10,395 12,490 12,490 10,395 10,395 10,395 10,395 10,395 10,641 12,693 10,665 12,692 10,641 10,395 10,395 10,395 10,395 10,395 12,490 13,141 10,260 10,260 10,260 10,260 12,355 12,254 10,260 10,260 10,260 10,260 13,060 17,826 9,450 17,307 9,450 9,450 9,450 9,450 9,450 9,450 9,450 9,450 9,450 9,450 9,445 ACRES 0.2443 0.2386 0.2386 0.2386 0.2386 0.2386 0.2867 0.2867 0.2386 0.2386 0.2386 0.2386 0.2386 0.2443 0.2914 0.2448 0.2914 0.2443 0.2386 0.2386 0.2386 0.2386 0.2386 0.2867 0.3017 0.2355 0.2355 0.2355 0.2355 0.2836 0.2813 0.2355 0.2355 0.2355 0.2355 0.2998 0.4092 0.2169 0.3973 0.2169 0.2169 0.2169 0.2169 0.2169 0.2169 0.2169 0.2169 0.2169 0.2169 0.2168 TOTAL 4,743,540 108.9002 TRACT AREA TABLE TRACT A TRACT B TRACT C TRACT D TRACT E TRACT F TRACT G TRACT H TRACT I TRACT J TRACT K TRACT L TRACT M TRACT N TRACT O TRACT P TRACT Q TRACT R TRACT S TRACT T TRACT U TRACT V TRACT W SQUARE FEET 29,600 42,081 32,908 47,490 51,840 10,961 48,243 1,233 10,714 10,714 10,714 10,714 10,714 15,841 21,131 27,071 36,830 46,162 17,680 5,357 108,616 23,481 43,067 ACRES 0.6795 0.9660 0.7555 1.0902 1.1901 0.2516 1.1075 0.0283 0.2460 0.2460 0.2460 0.2460 0.2460 0.3637 0.4851 0.6215 0.8455 1.0597 0.4059 0.1230 2.4935 0.5391 0.9887 USEAGE OPEN SPACE, RETENTION OPEN SPACE, RETENTION OPEN SPACE OPEN SPACE, RETENTION OPEN SPACE, RETENTION OPEN SPACE, RETENTION OPEN SPACE, RETENTION OPEN SPACE OPEN SPACE, RETENTION OPEN SPACE, RETENTION OPEN SPACE, RETENTION OPEN SPACE, RETENTION OPEN SPACE, RETENTION OPEN SPACE OPEN SPACE, RETENTION OPEN SPACE, RETENTION OPEN SPACE, RETENTION OPEN SPACE OPEN SPACE, RETENTION OPEN SPACE OPEN SPACE, RETENTION OPEN SPACE, RETENTION OPEN SPACE, RETENTION TOTAL 663,162 15.2244 CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 DELTA 31°19'56" 31°19'56" 31°19'56" 31°19'56" 3°01'57" 45°51'24" 31°19'56" 31°19'56" 31°19'56" 31°19'56" 26°41'02" 9°40'47" 12°30'40" 48°24'19" 29°30'55" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 23°49'48" 23°49'48" 23°49'48" 21°20'21" 23°49'48" 17°47'17" 157°31'34" 101°14'13" 101°14'13" RADIUS 24.00' 24.00' 24.00' 24.00' 966.50' 966.50' 24.00' 24.00' 24.00' 24.00' 1033.50' 265.00' 265.00' 1000.00' 1000.00' 10.00' 10.00' 36.00' 36.00' 10.00' 10.00' 316.00' 300.00' 284.00' 216.00' 200.00' 184.00' 5.00' 10.00' 10.00' ARC 13.12' 13.12' 13.12' 13.12' 51.15' 773.54' 13.12' 13.12' 13.12' 13.12' 481.32' 44.77' 57.87' 844.83' 515.14' 15.71' 15.71' 56.55' 56.55' 15.71' 15.71' 131.43' 124.77' 118.12' 80.45' 83.18' 57.12' 13.75' 17.67' 17.67' CHORD BEARING N08°26'50"W S08°26'50"E S39°46'46"E N39°46'46"W N22°35'50"W N06°23'16"E N44°58'56"E S44°58'56"W S13°39'00"W N13°39'00"E S15°58'27"W N07°28'19"E S06°03'23"W N05°06'48"E S14°33'30"W S45°17'01"E S44°42'59"W S45°17'01"E S44°42'59"W N69°06'48"W S20°53'12"W N77°48'05"E N77°48'05"E N77°48'05"E N76°33'22"E N77°48'05"E N74°46'50"E S65°53'12"W N15°16'05"E S63°29'42"E CHORD 12.96' 12.96' 12.96' 12.96' 51.15' 753.06' 12.96' 12.96' 12.96' 12.96' 476.98' 44.72' 57.75' 819.93' 509.46' 14.14' 14.14' 50.91' 50.91' 14.14' 14.14' 130.48' 123.88' 117.27' 79.98' 82.58' 56.90' 9.81' 15.46' 15.46' CURVE TABLE CURVE C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 C53 C54 C55 C56 C57 C58 C59 C60 DELTA 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 23°49'48" 23°49'48" 23°49'48" 23°49'48" 23°49'48" 23°49'48" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 4°59'19" 36°34'14" 36°34'14" 36°34'14" 36°34'14" 16°32'26" 90°00'00" 90°00'00" 23°49'48" 23°49'48" RADIUS 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 36.00' 416.00' 400.00' 384.00' 416.00' 400.00' 384.00' 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 584.00' 616.00' 600.00' 484.00' 500.00' 516.00' 10.00' 36.00' 384.00' 400.00' ARC 15.71' 15.71' 15.71' 15.71' 15.71' 15.71' 15.71' 56.55' 173.02' 166.36' 159.71' 173.02' 166.36' 159.71' 15.71' 15.71' 15.71' 15.71' 15.71' 15.71' 50.85' 393.18' 382.97' 308.93' 319.14' 148.96' 15.71' 56.55' 159.71' 166.36' CHORD BEARING N69°06'48"W N20°53'12"E S69°06'48"E S20°53'12"W S69°06'48"E N20°53'12"E S44°42'59"W S44°42'59"W N77°48'05"E N77°48'05"E N77°48'05"E N77°48'05"E N77°48'05"E N77°48'05"E S69°06'48"E N20°53'12"E N69°06'48"W N20°53'12"E S69°06'48"E S20°53'12"W S26°36'28"E S42°23'55"E S42°23'55"E S42°23'55"E S42°23'55"E S32°23'02"E S45°17'01"E S45°17'01"E N77°48'05"E N77°48'05"E CHORD 14.14' 14.14' 14.14' 14.14' 14.14' 14.14' 14.14' 50.91' 171.77' 165.17' 158.56' 171.77' 165.17' 158.56' 14.14' 14.14' 14.14' 14.14' 14.14' 14.14' 50.83' 386.54' 376.50' 303.71' 313.75' 148.45' 14.14' 50.91' 158.56' 165.17' CURVE TABLE CURVE C61 C62 C63 C64 C65 C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 C77 C78 C79 C80 C81 C82 C83 C84 C85 C86 C87 C88 C89 C90 DELTA 17°35'10" 90°00'00" 20°32'19" 20°32'19" 20°32'19" 90°00'00" 90°00'00" 31°35'34" 3°30'46" 12°02'03" 3°41'30" 44°49'25" 53°25'46" 19°38'49" 22°22'21" 36°34'14" 30°04'41" 19°35'15" 31°39'53" 9°49'53" 3°53'00" 90°00'00" 90°00'00" 66°04'54" 66°04'54" 23°55'06" 23°55'06" 23°55'06" 90°00'00" 90°00'00" RADIUS 416.00' 10.00' 184.00' 200.00' 216.00' 10.00' 10.00' 116.00' 762.50' 516.00' 794.50' 794.50' 778.50' 762.50' 116.00' 100.00' 89.00' 89.00' 100.00' 767.50' 762.50' 10.00' 36.00' 47.00' 31.00' 384.00' 400.00' 416.00' 10.00' 36.00' ARC 127.68' 15.71' 65.96' 71.69' 77.43' 15.71' 15.71' 63.96' 46.75' 108.38' 51.19' 621.55' 725.97' 261.46' 45.29' 63.83' 46.72' 30.43' 55.27' 131.69' 51.68' 15.71' 56.55' 54.21' 35.75' 160.30' 166.98' 173.66' 15.71' 56.55' CHORD BEARING N74°40'46"E S44°48'18"W N55°37'02"E N55°37'02"E N55°37'02"E N69°06'48"W S20°53'12"W S44°53'15"E N27°33'35"E S54°40'01"E N22°16'03"W N06°54'15"E N02°36'05"E N10°10'46"E S71°52'13"E S42°23'55"E S45°38'42"E S70°28'40"E S76°30'59"E N09°57'07"W N22°10'18"W N45°11'42"W N45°11'42"W S32°50'45"W S32°50'45"W N77°50'45"E N77°50'45"E N77°50'45"E N44°48'18"E N44°48'18"E CHORD 127.18' 14.14' 65.60' 71.31' 77.01' 14.14' 14.14' 63.15' 46.74' 108.18' 51.18' 605.82' 699.95' 260.18' 45.01' 62.75' 46.19' 30.28' 54.56' 131.53' 51.67' 14.14' 50.91' 51.25' 33.80' 159.14' 165.77' 172.40' 14.14' 50.91' CURVE TABLE CURVE C91 C92 C93 C94 C95 C96 C97 C98 C99 C100 C101 C102 C103 C104 C105 C106 C107 C108 C109 C110 C111 C112 C113 C114 C115 C116 C117 C118 C119 C120 DELTA 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 36°34'14" 36°34'14" 36°34'14" 36°34'14" 36°34'14" 36°34'14" 8°53'06" 8°53'06" 36°34'14" 36°34'14" 36°34'14" 81°25'35" 29°40'30" 61°48'04" 80°56'52" 13°41'20" 42°31'31" 116°41'32" 35°06'34" 20°13'34" 58°52'41" 41°08'32" 57°48'54" 15°37'07" RADIUS 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 216.00' 184.00' 200.00' 216.00' 200.00' 184.00' 250.00' 250.00' 188.50' 211.50' 200.00' 28.52' 101.80' 68.46' 62.64' 40.00' 86.11' 79.70' 78.73' 20.65' 30.00' 20.34' 35.89' 34.81' ARC 15.71' 15.71' 15.71' 15.71' 15.71' 15.71' 137.87' 117.44' 127.66' 137.87' 127.66' 117.44' 38.77' 38.77' 120.32' 135.00' 127.66' 40.52' 52.72' 73.84' 88.49' 9.56' 63.91' 162.32' 48.25' 7.29' 30.83' 14.60' 36.21' 9.49' CHORD BEARING S69°06'48"E N20°53'12"E N69°06'48"W N20°53'12"E S69°06'48"E S20°53'12"W N47°36'05"E N47°36'05"E N47°36'05"E N47°36'05"E N47°36'05"E N47°36'05"E S04°14'51"W N04°14'51"E S42°23'55"E S42°23'55"E S42°23'55"E S68°08'57"W N41°20'00"E S22°21'07"W N34°19'39"E S67°57'25"W S39°50'59"W N76°22'05"E N57°46'33"W S67°51'19"E N87°10'52"W N83°57'03"E S70°09'21"W N47°26'04"E CHORD 14.14' 14.14' 14.14' 14.14' 14.14' 14.14' 135.54' 115.46' 125.50' 135.54' 125.50' 115.46' 38.73' 38.73' 118.28' 132.72' 125.50' 37.20' 52.14' 70.31' 81.31' 9.53' 62.46' 135.69' 47.49' 7.25' 29.49' 14.29' 34.69' 9.46' PARCEL AREA TABLE PARCEL 08 PARCEL 09 PARCEL 10 PARCEL 11 PARCEL 12 PARCEL 13 PARCEL 14 PARCEL 15 SQUARE FEET 151,948 341,041 443,511 336,087 341,327 383,969 27,375 270,215 ACRES 3.4883 7.8292 10.1816 7.7155 7.8358 8.8147 0.6284 6.2033 USEAGE PRIVATE PARK PUBLIC PARK FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT PUBLIC PARK TOTAL 2,295,473 52.6968 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 1 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A GSR/BJD MJS/JKP NTS 7/5/2022 WP 215255.02 2727 FI N A L P L A T BL O S S O M R O C K P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A SITE DATA TABLE A GROSS PROJECT AREA 9,215,389 SQ.FT.211.6 AC. B NET PROJECT AREA 8,724,787 SQ.FT.200.3 AC. C CURRENT DEVELOPMENT GROSS PROJECT AREA 7,462,074 SQ.FT.171.3 AC. D CURRENT DEVELOPMENT NET PROJECT AREA 7,192,517 SQ.FT.165.1 AC. E CURRENT DEVELOPMENT OPEN SPACE*1,463,666 SQ.FT.33.6 AC. E1 ACTIVE OPEN SPACE 1,457,076 SQ.FT.33.5 AC. E2 PASSIVE OPEN SPACE 6,590 SQ.FT.0.2 AC. F PERCENT OPEN SPACE (E/C)19.6% G PERCENT ACTIVE OPEN SPACE (E1/E)99.5% H FUTURE DEVELOPMENT GROSS AREA**1,753,315 SQ.FT. 40.3 AC. I FUTURE DEVELOPMENT NET AREA 1,532,270 SQ.FT. 35.2 AC. J NUMBER OF LOTS 554 K EXISTING ZONING MPC L PROPOSED ZONING MPC M GROSS PROJECT DENSITY (J/C)3.23 DU/GROSS AC N NEIGHBORHOOD RIGHT-OF-WAY 1,022,614 SQ.FT.23.48 AC. *OPEN SPACE WITHIN FUTURE DEVELOPMENT PARCELS NOT INCLUDED IN OPEN SPACE CALCULATION. **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 REQUIRED TO PROVIDE OPEN SPACE AREA AND PERCENTAGE TO THE CITY AND THE MASTER DEVELOPER WITH THE FINAL SITE PLAN. 07 - 0 5 - 2 2 DEVELOPMENT UNIT GROSS ACREAGE MINIMUM REQUIRED OPEN SPACE (15%)UNITS NON-RESIDENTIAL GROSS FLOOR AREA NOTES 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 0 0 Existing Total Allocation Remaining 1,408.38 211.26 5,470 221,700 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 Housing)/Townhomes 11.90 TBD TBD 0 1 Phase 1 Parcel 11 (Future Multi-Family Residential Housing)8.39 TBD TBD 0 1 Phase 1 Parcel 12 (Future Multi-Family Residential Housing)8.18 TBD TBD 0 1 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. PROPOSED ALLOCATION 2) 4,320 SF includes conditioned space within The Dutch community building. Accessory structures/buildings not conditioned are not included. BLOSSOM ROCK - LAND USE BUDGET TRACKING TABLE APPROVED DEVELOPMENT UNIT TOTALS Agenda Item Cover Sheet City of Apache Junction, Arizona 300 E Superstition Boulevard Apache Junction, AZ 85119 File ID: 22-435 Agenda Item No. 8. Agenda Date: 7/18/2022 Sponsor: Sidney Urias In Control: City Council Work SessionIndex: Presentation and discussion 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). Page 1 City of Apache Junction, Arizona Printed on 7/13/2022 “SV-22-25, Final Plat for Blossom Rock Phase 2” July 19, 2022 City Council Staff Report 1 City of Apache Junction 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 2 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 3 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. Sidney Urias _________________________ 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 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP NTS 7/5/2022 WP 215255.03 361 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A DEDICATION CERTIFICATION I, BRIAN J. DIEHL, OF WOOD, PATEL & ASSOCIATES, INC. HEREBY CERTIFY THAT THIS PLAT IS A CORRECT 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 ITS CORRECTNESS AND THAT ALL TRACTS AND PARCELS ARE STAKED OR WILL BE STAKED AND ALL MONUMENTS ARE SET OR WILL BE SET WITHIN ONE (1) YEAR AFTER RECORDATION. ____________________________________ BRIAN J. DIEHL REGISTERED LAND SURVEYOR #23945 WOOD, PATEL & ASSOCIATES, INC. 1630 SOUTH STAPLEY DRIVE, SUITE 219 MESA, ARIZONA 85204 BASIS OF BEARING THE BASIS OF BEARING IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, HAVING A BEARING OF NORTH 89 DEGREES 46 MINUTES 59 SECONDS EAST. IN WITNESS WHEREOF: THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICER THIS ____ DAY OF _________________, 2022. THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT BY: ____________________________________ LISA ATKINS, COMMISSIONER BROOKFIELD ASLD 8500, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, AS DEVELOPER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICERS THIS ____ DAY OF _________________, 2022. BROOKFIELD ASLD 8500, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY: BROOKFIELD RESIDENTIAL (ARIZONA) LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS MANAGER BY: _______________________________________ ITS: ______________________________________ BY: _______________________________________ ITS: ______________________________________ ) ss. COUNTY OF MARICOPA ) STATE OF ARIZONA ) KNOW ALL MEN BY THESE PRESENTS: 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 - PHASE 1, RECORDED IN FEE NUMBER 2022-_______________________, PINAL COUNTY RECORDS (PCR), PARCELS 10, 11, 12 AND 13, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 BLOSSOM ROCK TRAIL - PHASE 1, RECORDED IN FEE NUMBER 2022-______________________, PCR AND A PORTION OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 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, LOTS, TRACTS, PARCELS AND EASEMENTS CONSTITUTING SAME, AND THAT EACH OF THE STREETS, LOTS, TRACTS, PARCELS AND EASEMENTS SHALL BE KNOWN BY THE NAME, NUMBER, OR LETTER GIVEN TO IT RESPECTIVELY. THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, HEREBY DEDICATES AND CONVEYS TO THE CITY OF APACHE JUNCTION, IN FEE, ALL REAL PROPERTY DESIGNATED ON THIS PLAT AS "RIGHT-OF-WAY" OR "R/W" FOR USE AS PUBLIC RIGHT-OF-WAY. EASEMENTS ARE DEDICATED FOR THE PURPOSES SHOWN. OWNER HEREBY DEDICATES TO THE CITY OF APACHE JUNCTION FOR USE AS SUCH THE PUBLIC UTILITY AND FACILITY EASEMENTS, AS SHOWN ON THE SAID PLAT 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 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 INCLUDING THE FOLLOWING USES: TO CONSTRUCT, INSTALL, ACCESS, MAINTAIN, REPAIR, RECONSTRUCT, REPLACE, REMOVE, UTILITIES AND FACILITIES (INCLUDING, BUT NOT LIMITED TO, WATER, WASTEWATER, GAS, ELECTRIC, STORM WATER, PIPES, CONDUIT, CABLES, AND SWITCHING EQUIPMENT), 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, 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 OR FILL (PROVIDED THAT GROUND LEVEL SHALL NOT BE ALTERED IN A MANNER THAT CONFLICTS WITH THE OPERATION, MAINTENANCE, OR REPAIR OF EXISTING UTILITY OR PUBLIC IMPROVEMENTS) AND THE UNRESTRICTED RIGHT OF VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS TO, FROM, AND ACROSS THE EASEMENT PROPERTY. ADDITIONALLY, THE CITY IS AUTHORIZED TO PERMIT OTHERS TO USE THE PUBLIC UTILITY AND FACILITY EASEMENT PROPERTY FOR ALL USES AND FACILITIES ALLOWED HEREIN. ALL OTHER EASEMENTS ARE HEREBY DEDICATED FOR THE PURPOSES SHOWN. UNLESS APPROVED OTHERWISE BY THE CITY OF APACHE JUNCTION, ALL EASEMENTS CREATED BY THIS PLAT ARE PERPETUAL AND NONEXCLUSIVE EASEMENTS. OWNER HEREBY GRANTS TO THE CITY OF APACHE JUNCTION A PERMANENT, NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON ALL AREAS DESIGNATED ON THIS PLAT AS SIGHT VEHICULAR TRIANGLE (“SVT”) FOR THE PURPOSE OF ESTABLISHING AREAS WITHIN WHICH NO LANDSCAPING MAY BE INSTALLED OTHER THAN GROUND COVER, FLOWERS AND GRANITE LESS 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 LESS THAN 8 FEET A PART. 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 DEEDED TO THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, FOR ITS USE AND ENJOYMENT AS MORE FULLY SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS AND SAID ORGANIZATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE THEREOF. OWNER HEREBY DEDICATES AN EASEMENT FOR INGRESS/EGRESS FOR REFUSE, UTILITY AND EMERGENCY VEHICLES, PUBLIC UTILITY AND FACILITY EASEMENTS AND DRAINAGE EASEMENTS OVER TRACTS I, K, M, O, Q, S, U, V, X, Z, AB, AD, AF, AG, AI, AK, AM, AO, AQ, AS, AU, AX, AZ, BA, BC, BD, BE AND BF. WITHOUT LIMITING IN ANY MANNER THE DEDICATIONS AND RIGHTS CREATED IN FAVOR OF THE CITY OF APACHE JUNCTION, ARIZONA BY THIS FINAL PLAT, THE COSTS OF PUBLIC INFRASTRUCTURE CONSTRUCTED OR INSTALLED IN THE RIGHTS OF WAY OR PUBLIC EASEMENTS OR IN TRACTS C, F AND G ESTABLISHED BY THIS FINAL PLAT, TO THE EXTENT THAT IT IS COMPRISED OF CFD-ELIGIBLE IMPROVEMENTS, MAY BE FINANCED WITH, AND BROOKFIELD ASLD 8500 LLC REIMBURSED BY, THE PROCEEDS OF BONDS ISSUED BY THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 (CITY OF APACHE JUNCTION, 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 OFFICE OF THE PINAL COUNTY, ARIZONA, RECORDER, AS FEE NO. 2021-131167, AS AMENDED FROM TIME TO TIME. OWNER HEREBY GRANTS TO THE CITY OF APACHE JUNCTION AND THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 (“CFD”) A PERMANENT, NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON TRACTS C, F AND G DESIGNATED ON THIS PLAT FOR THE PURPOSE OF PUBLIC USE AND ENJOYMENT; PROVIDED THAT THE CITY OF APACHE JUNCTION AND THE CFD SHALL HAVE NO OBLIGATION WHATSOEVER FOR 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 FURTHER THAT (I) OWNER HEREBY EXPRESSLY RESERVES FROM THE FOREGOING GRANT OF EASEMENT, TOGETHER WITH THE RIGHT TO TRANSFER THE SAME, THE RIGHT TO ENTER UPON, USE AND IMPROVE SUCH TRACTS, INCLUDING THE RIGHT TO INSTALL, MAINTAIN, REPAIR AND REPLACE SUCH IMPROVEMENTS AS IT OR ITS SUCCESSOR OR ASSIGNEE MAY FROM TIME TO TIME DEEM DESIRABLE, SUBJECT ONLY TO ORDINARY APPROVALS BY THE 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 SUCH TRACTS AND ANY IMPROVEMENTS LOCATED AT ANY TIME THEREIN, AND THE FOREGOING EASEMENT IS GRANTED ON THE 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 THE FOREGOING EASEMENT RIGHTS. PARCELS 9, 10, 11, 12 AND 13 ARE RESERVED FOR FUTURE PARKS TO BE CONVEYED TO THE CITY OF APACHE JUNCTION. PARCEL 14 IS RESERVED FOR A FUTURE SCHOOL. NOTES (CONTINUED) 3.NO STRUCTURES, EARTHWORK OR OTHER CONSTRUCTION WILL BE CARRIED OUT IN DRAINAGE PATHS OR RETENTION BASINS AS SHOWN ON THE APPROVED IMPROVEMENT PLANS AND, EXCEPT AS MAY BE APPROVED BY DEVELOPMENT SERVICES ENGINEER, FENCING WILL BE LIMITED TO WIRE-STRAND OR BREAK-AWAY SECTIONS THAT CANNOT IMPEDE WATER FLOW OR COLLECT DEBRIS WHICH WOULD IMPEDE WATER FLOW. VEGETATION SHALL NOT BE PLANTED NOR ALLOWED TO GROW WITHIN DRAINAGE PATHS, EASEMENTS OR RETENTION BASINS WHICH WOULD IMPEDE THE FLOW OF WATER. 4. MAINTENANCE OF THE DRAINAGE AREAS WITHIN THE TRACTS AND EASEMENTS SHALL BE THE RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING LOT, TRACT OR PARCEL. SHOULD THE ASSOCIATION NOT ADEQUATELY MAINTAIN THEM, THE GOVERNING ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS LOCATED, AT ITS DISCRETION, MAY ENTER UPON AND MAINTAIN THE DRAINAGE AREAS, AND CHARGE THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING LOT, TRACT, PARCEL THE COST OF THE MAINTENANCE. 5. ALL TRACTS NOT DEDICATED TO THE CITY OF APACHE JUNCTION SHALL BE IMPROVED IN ACCORDANCE WITH THE APPROVED PLANS AND DEEDED TO THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, AFTER RECORDATION OF THE PLAT. 6.THE OVERHEAD UTILITY LINES ON OR ADJACENT TO THE SITE SHALL BE UNDERGROUNDED AS OUTLINED IN § 1-8-6(K), RELOCATION OF OVERHEAD WIRES AND EQUIPMENT, ZONING ORDINANCE, VOL. II, APACHE JUNCTION CITY CODE. ALL EXISTING AND PROPOSED ONSITE OVERHEAD UTILITY LINES SHALL BE PLACED UNDERGROUND. 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 THE HOMEOWNERS’ ASSOCIATION OR ALL FUTURE OWNERS, ASSIGNS AND SUCCESSORS IN INTEREST AND/OR BENEFITING PROPERTIES. 8.SHOULD THE HOMEOWNERS’ ASSOCIATION NOT PAY PROPERTY TAXES ON ANY TRACT THEY OWN WITHIN THE SUBDIVISION AT ANY TIME IN THE FUTURE AND LOSE THE PROPERTY THROUGH TAX FORECLOSURE OR FORFEITURE OR DISSOLVE, THE CITY OR THE GOVERNING ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS LOCATED, SHALL ASSESS, LIEN, AND/OR COLLECT FROM ANY SUCCESSOR IN INTEREST AND/OR BENEFITING PROPERTIES THE COST OF MAINTENANCE OF ALL IMPROVEMENTS, DRAINAGE FACILITIES, LANDSCAPING AND AMENITIES. 9. SIDEWALKS LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY THE BLOSSOM ROCK COMMUNITY ALLIANCE UNLESS OTHERWISE SPECIFIED WITHIN THE MAINTENANCE AND/OR DEVELOPMENT AGREEMENTS BETWEEN THE CITY AND THE DEVELOPER. 10.THE CITY OF APACHE JUNCTION IS NOT RESPONSIBLE FOR AND WILL NOT ACCEPT MAINTENANCE OF ANY PRIVATE PARKS, DRAINAGE FACILITIES OR LANDSCAPED AREAS WITHIN THE SUBDIVISION SHOWN HEREON. ALL TRACTS SHALL BE PRIVATELY OWNED AND MAINTAINED. EXCEPT AS EXPRESSLY SET FORTH IN THE APPLICABLE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS (OR APPLICABLE SUPPLEMENTAL DECLARATION) WITH REGARD TO MAINTENANCE BY BLOSSOM ROCK COMMUNITY ALLIANCE, INC. OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, INC., THE MAINTENANCE OF EASEMENT PREMISES SHOWN ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A SUBDIVISION LOT OR PARCEL IS THE 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 IS THE RESPONSIBILITY OF THE TRACT OWNER. 11.PURSUANT TO SECTION 4.7.B.1 OF THE DEVELOPMENT AGREEMENT FOR SUPERSTITION VISTAS 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 RECORDS OF PINAL COUNTY, ARIZONA, DEVELOPER, AND ITS SUCCESSORS AND ASSIGNS (WHICH MAY INCLUDE BLOSSOM ROCK COMMUNITY ALLIANCE, INC., OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, INC.), SHALL MAINTAIN ANY AND ALL LANDSCAPING INSTALLED WITHIN AND ADJACENT TO THE ROAD RIGHTS-OF-WAY WITHIN THE SUBDIVISION SHOWN ON THIS PLAT. A REPLAT OF PARCEL 9, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 RAY AVENUE - PHASE 1, RECORDED IN FEE NUMBER 20___, ___________, PINAL COUNTY RECORDS, (PCR), PARCELS 10, 11, 12 AND 13, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 BLOSSOM ROCK TRAIL - PHASE 1, RECORDED IN FEE NUMBER 20___, __________, PCR AND A PORTION OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, APACHE JUNCTION, ARIZONA ID A H O R O A D ( A L I G N M E N T ) RAY AVENUE IR O N W O O D D R I V E WARNER AVENUE (ALIGNMENT) SECTION 20, T1S, R8E VICINITY MAP NTS N SITE EXISTING CITY OF APACHE JUNCTION CORPORATE LIMIT THIS FINAL PLAT HAS BEEN CHECKED FOR CONFORMANCE WITH THE REQUIREMENTS OF THE LAND DEVELOPMENT CODE AND ANY OTHER APPLICABLE ORDINANCE AND REGULATIONS AND THAT ASSURANCES WILL BE PROVIDED PRIOR TO APPROVAL OF ALL RELATED IMPROVEMENT PLANS. ________________________________________________________________________________________ DEVELOPMENT SERVICES PRINCIPAL ENGINEER DATE APPROVED BY THE COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA THIS _______ DAY OF _______________________, 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 AS REQUIRED BY ARIZONA REVISED STATUTES 45.576 OR EVIDENCE THAT THE AREA HAS BEEN DESIGNATED BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY. BY:____________________________________ATTEST:________________________________ MAYOR CITY CLERK APPROVALS FINAL PLAT FOR BLOSSOM ROCK PHASE 2 WOOD, PATEL & ASSOCIATES, INC. 1630 SOUTH STAPLEY DRIVE - SUITE 219 MESA, ARIZONA 85204 PHONE: 480-834-3300 CONTACT: DAN MATTHEWS, P.E. STATE OF ARIZONA C/O ARIZONA STATE LAND DEPARTMENT 1616 W ADAMS STREET PHOENIX, ARIZONA 85007 PHONE: 602-542-2652 CONTACT: MARK EDELMAN OWNER ENGINEER BROOKFIELD ASLD 8500 LLC 14646 N KIERLAND BLVD., SUITE 165 SCOTTSDALE, ARIZONA 85254 PHONE: 602-903-7506 CONTACT: ERIC TUNE, P.E. DEVELOPER FLOODPLAIN INFORMATION SUBJECT PROPERTY LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. 04021C0200E 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 MINIMAL FLOOD HAZARD." OTHER AREAS OF FLOOD HAZARD ZONE "X" (SHADED) IS DESCRIBED AS: "0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE." STATE OF ARIZONA ) ) ss. COUNTY OF MARICOPA ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _______DAY OF ___________________, 20__, BY LISA ATKINS, COMMISSIONER OF THE ARIZONA STATE LAND DEPARTMENT, STATE OF ARIZONA, ON BEHALF THEREOF. NOTARY PUBLIC_____________________________________ MY COMMISSION EXPIRES____________________________ ACKNOWLEDGMENT STATE OF ARIZONA ) ) ss. COUNTY OF MARICOPA ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _______DAY OF ___________________, 20__, BY _________________________, THE ___________________________ AND _________________________, THE ___________________________ OF BROOKFIELD RESIDENTIAL (ARIZONA) LLC, A DELAWARE LIMITED LIABILITY COMPANY, IN ITS CAPACITY AS MANAGER OF BROOKFIELD ASLD 8500 LLC, A DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF THEREOF. NOTARY PUBLIC_____________________________________ MY COMMISSION EXPIRES____________________________ ACKNOWLEDGMENT NOTES 1.THE MAINTENANCE OF LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY TO THE BACK OF CURB SHALL BE THE RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE ABUTTING LOT, TRACT OR PARCEL OWNER. 2.CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, REMOVABLE FENCES AND DRIVEWAYS. 07 - 0 5 - 2 2 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP NTS 7/5/2022 WP 215255.03 362 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A DESCRIPTION A REPLAT OF PARCEL 9, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 RAY AVENUE - PHASE 1, RECORDED IN FEE NUMBER 20____, _____________, PINAL COUNTY RECORDS (PCR), PARCELS 10, 11, 12 AND 13, FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 BLOSSOM ROCK TRAIL - PHASE 1, RECORDED IN FEE NUMBER 20____, ______________, PCR, AND 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 89°46'59" EAST (BASIS OF BEARING), A DISTANCE OF 2643.36 FEET; THENCE ALONG THE SOUTH LINE OF SAID SECTION AND ALONG THE SOUTH RIGHT-OF-WAY LINE OF SAID RAY AVENUE, NORTH 89°46'59" EAST, A DISTANCE OF 75.00 FEET, TO THE SOUTHEAST CORNER OF SAID RAY AVENUE RIGHT -OF-WAY; THENCE LEAVING SAID SOUTH LINES, ALONG THE EAST RIGHT-OF-WAY LINE OF SAID RAY AVENUE, NORTH 00°13'01" WEST, A DISTANCE OF 65.00 FEET, TO THE MOST SOUTHERLY SOUTHEAST CORNER OF SAID PARCEL 9 AND THE POINT OF BEGINNING; THENCE LEAVING SAID EAST RIGHT-OF-WAY LINE, ALONG THE SOUTH LINE OF SAID PARCEL 9, SOUTH 89°46'59" WEST, A DISTANCE OF 16.48 FEET, TO THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID PARCEL 9; THENCE LEAVING SAID SOUTH LINE, ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL 9, NORTH 45°12'29" WEST, A DISTANCE OF 35.35 FEET, TO THE MOST NORTHERLY SOUTHWEST CORNER OF SAID PARCEL 9; THENCE LEAVING SAID SOUTHWESTERLY LINE, ALONG THE WEST LINE OF SAID PARCEL 9, NORTH 00°11'57" WEST, A DISTANCE OF 251.50 FEET, TO THE MOST SOUTHERLY NORTHWEST CORNER OF SAID PARCEL 9; THENCE LEAVING SAID WEST LINE, ALONG THE NORTHWESTERLY LINE OF SAID PARCEL 9, NORTH 44°47'31" EAST, A DISTANCE OF 42.43 FEET, TO THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 9; THENCE LEAVING SAID NORTHWESTERLY LINE, ALONG THE NORTH LINE OF SAID PARCEL 9, NORTH 89°46'59" EAST, A DISTANCE OF 12.20 FEET; THENCE LEAVING SAID NORTH LINE, ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID BLOSSOM ROCK TRAIL, NORTH 00°13'01" WEST, A DISTANCE OF 23.00 FEET; THENCE SOUTH 89°46'59" WEST, A DISTANCE OF 10.96 FEET; THENCE NORTH 43°18'55" WEST, A DISTANCE OF 40.99 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE; THENCE NORTHERLY ALONG SAID NON-TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 966.50 FEET, CONCAVE EASTERLY, WHOSE RADIUS BEARS SOUTH 85°31'27" EAST, THROUGH A CENTRAL ANGLE OF 24°50'24", A DISTANCE OF 419.02 FEET, TO THE CURVES END; THENCE NORTH 29°18'58" EAST, A DISTANCE OF 220.03 FEET; THENCE NORTH 74°18'58" EAST, A DISTANCE OF 35.36 FEET; THENCE SOUTH 60°41'02" EAST, A DISTANCE OF 16.50 FEET; THENCE NORTH 29°18'58" EAST, A DISTANCE OF 23.00 FEET; THENCE NORTH 60°41'02" WEST, A DISTANCE OF 16.50 FEET; THENCE NORTH 15°41'02" WEST, A DISTANCE OF 35.36 FEET; THENCE NORTH 29°18'58" EAST, A DISTANCE OF 31.20 FEET, TO THE BEGINNING OF A CURVE; THENCE NORTHEASTERLY ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, CONCAVE SOUTHEASTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE NORTHEASTERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE NORTHWESTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE CURVES END; THENCE NORTH 29°18'58" EAST, A DISTANCE OF 348.00 FEET, TO THE BEGINNING OF A CURVE; THENCE NORTHERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE WESTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE NORTHERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, CONCAVE EASTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE CURVES END; THENCE NORTH 29°18'58" EAST, A DISTANCE OF 118.26 FEET; THENCE NORTH 74°18'58" EAST, A DISTANCE OF 35.36 FEET; THENCE SOUTH 60°41'02" EAST, A DISTANCE OF 16.50 FEET; THENCE NORTH 29°18'58" EAST, A DISTANCE OF 23.00 FEET; THENCE NORTH 60°41'02" WEST, A DISTANCE OF 16.50 FEET; THENCE NORTH 15°41'02" WEST, A DISTANCE OF 35.36 FEET; THENCE NORTH 29°18'58" EAST, A DISTANCE OF 15.82 FEET, TO THE BEGINNING OF A CURVE; THENCE NORTHEASTERLY ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, CONCAVE SOUTHEASTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE NORTHEASTERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE NORTHWESTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 FEET, TO THE CURVES END; THENCE NORTH 29°18'58" 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 44°00'00", 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 75°29'01" WEST, THROUGH A CENTRAL ANGLE OF 32°12'02", 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 30°38'58", A DISTANCE OF 12.84 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE NORTHERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 1033.50 FEET, CONCAVE WESTERLY, THROUGH A CENTRAL ANGLE OF 01°09'33", A DISTANCE OF 20.91 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT LINE; THENCE NORTH 23°59'01" EAST, A DISTANCE OF 37.21 FEET; THENCE NORTH 65°53'12" EAST, A DISTANCE OF 22.42 FEET; THENCE NORTH 24°06'48" WEST, A DISTANCE OF 23.00 FEET; THENCE SOUTH 65°53'12" WEST, A DISTANCE OF 18.89 FEET; THENCE NORTH 67°43'50" WEST, A DISTANCE OF 36.20 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE; THENCE NORTHERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1033.50 FEET, CONCAVE WESTERLY, WHOSE RADIUS BEARS SOUTH 68°39'08" WEST, THROUGH A CENTRAL ANGLE OF 01°41'27", A DISTANCE OF 30.50 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE NORTHERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 24.00 FEET, CONCAVE EASTERLY, THROUGH A CENTRAL ANGLE OF 30°40'55", A DISTANCE OF 12.85 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE NORTHERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE WESTERLY, THROUGH A CENTRAL ANGLE OF 31°45'24", A DISTANCE OF 13.30 FEET, TO THE CURVES END; THENCE NORTH 24°06'48" WEST, A DISTANCE OF 630.00 FEET, TO THE BEGINNING OF A CURVE; THENCE NORTHWESTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 24.00 FEET, CONCAVE SOUTHWESTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 13.12 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 31°19'56", A DISTANCE OF 13.12 FEET, TO THE CURVES END; THENCE NORTH 24°06'48" WEST, A DISTANCE OF 194.54 FEET, TO THE MOST NORTHERLY CORNER OF SAID RIGHT-OF-WAY LINE; THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY LINE, ALONG THE NORTHERLY LINE OF SAID PARCEL 13, NORTH 65°53'12" EAST, A DISTANCE OF 17.00 FEET; THENCE SOUTH 24°06'48" EAST, A DISTANCE OF 194.54 FEET, TO THE BEGINNING OF A CURVE; THENCE SOUTHEASTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 7.00 FEET, CONCAVE NORTHEASTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 3.83 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE SOUTHEASTERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 41.00 FEET, CONCAVE SOUTHWESTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 22.42 FEET, TO THE CURVES END; THENCE SOUTH 24°06'48" EAST, A DISTANCE OF 270.00 FEET; THENCE NORTH 65°53'12" EAST, A DISTANCE OF 87.23 FEET, TO THE MOST SOUTHERLY NORTHEAST CORNER OF SAID PARCEL 13; THENCE LEAVING SAID NORTHERLY LINE, CONTINUING NORTH 65°53'12" EAST, A DISTANCE OF 698.35 FEET; THENCE NORTH 74°45'04" EAST, A DISTANCE OF 82.51 FEET; THENCE NORTH 83°00'54" EAST, A DISTANCE OF 72.11 FEET; THENCE NORTH 89°43'35" EAST, A DISTANCE OF 923.02 FEET; THENCE NORTH 00°16'25" WEST, A DISTANCE OF 22.00 FEET; THENCE NORTH 89°43'35" EAST, A DISTANCE OF 197.00 FEET, TO THE WEST LINE OF THE EAST 32 FEET OF SAID SECTION; THENCE ALONG SAID WEST LINE, SOUTH 00°16'25" EAST, A DISTANCE OF 735.73 FEET; THENCE LEAVING SAID WEST LINE, SOUTH 44°43'49" WEST, A DISTANCE OF 42.42 FEET; THENCE SOUTH 89°44'03" WEST, A DISTANCE OF 11.04 FEET; THENCE SOUTH 00°15'57" EAST, A DISTANCE OF 23.00 FEET; THENCE NORTH 89°44'03" EAST, A DISTANCE OF 11.04 FEET; THENCE SOUTH 45°15'43" EAST, A DISTANCE OF 42.42 FEET, TO SAID WEST LINE; THENCE ALONG SAID WEST LINE, SOUTH 00°15'30" EAST, A DISTANCE OF 1393.81 FEET; THENCE LEAVING SAID WEST LINE, SOUTH 44°44'30" WEST, A DISTANCE OF 35.36 FEET; THENCE SOUTH 89°44'30" WEST, A DISTANCE OF 11.04 FEET; THENCE SOUTH 00°15'30" EAST, A DISTANCE OF 23.00 FEET; THENCE NORTH 89°44'30" EAST, A DISTANCE OF 11.04 FEET; THENCE SOUTH 45°15'30" EAST, A DISTANCE OF 35.36 FEET, TO SAID WEST LINE; THENCE ALONG SAID WEST LINE, SOUTH 00°15'30" EAST, A DISTANCE OF 1048.19 FEET; THENCE LEAVING SAID WEST LINE, SOUTH 44°45'44" WEST, A DISTANCE OF 28.27 FEET, TO THE NORTH LINE OF THE SOUTH 65 FEET OF SAID SECTION; THENCE ALONG SAID NORTH LINE, SOUTH 89°46'59" WEST, A DISTANCE OF 2516.31 FEET, TO THE POINT OF BEGINNING. LEGEND SHEET NUMBER# BC BRASS CAP BCH BRASS CAP IN HANDHOLE BK BOOK DOC DOCUMENT EX EXISTING FD FOUND GLO GENERAL LAND OFFICE ID IDENTIFICATION PCDPW PINAL COUNTY DEPARTMENT OF PUBLIC WORKS PCHD PINAL COUNTY HIGHWAY DEPARTMENT PCR PINAL COUNTY RECORDS PUFE PUBLIC UTILITY FACILITY EASEMENT PG PAGE POB POINT OF BEGINNING POC POINT OF COMMENCEMENT R/W RIGHT-OF-WAY RB REBAR SE SEWER EASEMENT SEC SECTION SVT SIGHT VEHICULAR TRIANGLE VNAE VEHICULAR NON-ACCESS EASEMENT SURVEY MONUMENT FOUND AS NOTED UNLESS OTHERWISE NOTED SET MONUMENT W/RLS TAG OR CAP CORNER OF THIS SUBDIVISION EASEMENT LINE AS NOTED SECTION LINE BOUNDARY LINE PARCEL/TRACT LINE RIGHT-OF-WAY LINE CENTERLINE MONUMENTATION - SET BRASS CAP FLUSH UPON COMPLETION OF PROJECT PER MAG STANDARD DETAIL 120-1, TYPE "B" FP1 FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 RAY AVENUE - PHASE 1, RECORDED IN FEE _____,_______________, PCR FP2 FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 BLOSSOM ROCK TRAIL - PHASE 1, RECORDED IN FEE _____,_______________, PCR RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 SETBACK DETAILS SEE SHEET 33 FOR LOT SETBACK DETAILS 07 - 0 5 - 2 2 NORTHWEST CORNER SECTION 20, T1S, R8E FD 3" PCDPW BCH (PINAL COUNTY DEPT OF PUBLIC WORKS) N0 0 ° 1 5 ' 3 0 " W 2 6 4 1 . 5 3 ' N89°46'59"E 2643.36' (BASIS OF BEARING) RAY AVENUE (ALIGNMENT)SOUTHEAST CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC 1.0' UP SOUTH 1/4 CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC 1.0' UP POC EAST 1/4 CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC 1.3' UP 478 474 475 471 473 476 477 470 469 472 468467 570 569 568 567 566 565 580 581 579 582 578 576 572 573 574 575 577 571 322 321327326325324323239238237 287 288 289 262 309261 310 304308307306305 311 312 313 314 315 316 260 TRACT D 328 329 330 331 332 333 334183 29 35 34 33 32 31 30 43 44 39 38 37 86 184 89 90 91 92 93 94 9588 185 186 156 133 231 230 229236 228235234233232157 158 286285284 276 277 278 279 280 273 281 274 282 275 283 272 264 271 263 270 269 268 267 266 265 259258 254 255 256 249 257 250 251 252 253 134 138 137 136 135 151 152 153 154 155 159160 170 162 169 161 168 167 166 165 164 163 182181 175 176 177 178 171 179 172 180 173 174 246 245 244 243 242 241 248 240 247 P A R C E L 1 3 28 25 26 27 20 21 22 23 241819 67 9 68 0 68 1 68 2 68 3 67 6 67 7 67 8 65 4 65 3 65 2 65 1 65 0 65 7 64 9 65 6 64 8 65 5 63 6 63 5 63 4 63 3 63 2 63 7 63 1 63 8 62 4 62 5 62 6 62 7 62 8 62 9 63 0 62 3 60 5 61 3 60 6 60 7 60 8 60 9 61 0 61 1 60 4 61 2 401404 405409 408 131 130129 128 127 126 132 148 14 7 150 149 139 414 421 420 419 416 415 14 6 145 14 4 140 141 142 143 125 TRACT B 11 8 12 4 12 3 12 2 12 1 12 0 119 87 11 7 11 1 11 2 11 3 11 4 11 5 116 42 104 11 0 10 9 108 10 7 10 6 10 5 40 41 10 2 10 3 97 98 9910 0 10 1 17 16 15 55 2 55 3 55 4 55 5 55 6 557 55 1 55 0 54 9 54 8 547 54 6 545 558 559 56 0 561 56 2 56 3 564 PARCEL 14 TR A C T A V 417 406 399 PARCEL 12 PA R C E L 1 1 590 589 588 587 586 593 585 592 584 591 583 595 596 597 600 601 602 603 599 598 594 AT AR 544 538 539 533 532 527 543 537 540 531 534 528 535 536 541 542 529 530 511 517 512 518 523 524 510 516 513 522 519 525 509 515 514 521 520 526 65 8 65 9 66 0 66 1 66 2 66 6 66 5 66 4 66 3 66 7 66 8 66 9 67 0 64 7 64 6 64 5 64 4 67 1 64 3 67 2 64 2 67 3 64 1 61 4 61 5 61 6 61 7 61 8 61 9 62 0 67 4 64 0 62 1 67 5 63 9 62 2 TR A C T A W TRACT BC BB 508 502 503 497 507 504 501 498 505 506 499 500 481 487 482 493 488 494 480 486 483 492 489 495 479 484 485 491 490 496 TRACT A 8 11 10 9 12 7 13 6 TRACT BF TRACT BE BD 14 5 4 1 2 3 684 691 685 690 689 688 687 686 227 339342341340 336 221 212 208 225 209 224 210 223217 216 215 218 214 219 213 220 222 211 338 337 335 207 226 187 188 189 190 191 192 193 96 194 196 204 197 205 198 206 199 200 201 202 195 203 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 68 64 65 66 67 C 398 410 422 PARCEL 10 383 391 392 368 387 388 389 375 384 385 386 TR A C T A X 373 372 371 370 369381380379378377376 AZ TR A C T B A H TR A C T I 466460461454455448449443442436437430431425 465462459453456447450441444438435429432426 439 463440 464445446427451428452433457434458361362355363356364357365358366359367360344352345353346354347348349350343351 PARCEL 9 290 291 292 293 294 295 296 297 TRACT E 299 298 320 319 318 317 303 300 301 302 TR A C T F 412 423 36 396395394393 G 403 402 397 374 390 382 411 407 424 418 413 400 G TRACT G TRACT AW AZ AAAJ TR A C T B C AM AFAOAQ AP TRPNLJ USQOMK G X Z Y W AKAU AS AL AN AH ADAG BBAI CC AE V WPV-BNDY : 1 Area : 6906821.05 L4 C1 L1 0 N2 9 ° 1 8 ' 5 8 " E 3 4 8 . 0 0 ' L17 L2 4 C8 N 2 4 ° 0 6 ' 4 8 " W 6 3 0 . 0 0 ' L 3 0 L31 L 3 2 L 3 3 N65°5 3 ' 1 2 " E 7 8 5 . 5 8 ' L34 L35 N89°43'35"E 923.02' L36 L37 S0 ° 1 6 ' 2 5 " E 7 3 5 . 7 3 ' S0 ° 1 5 ' 3 0 " E 1 3 9 3 . 8 1 ' S0 ° 1 5 ' 3 0 " E 1 0 4 8 . 1 9 ' L48L2 L3 L175.00' ID A H O R O A D ( A L I G N M E N T ) BL O S S O M R O C K T R A I L AY AY 32' 32' RIDGE R O A D TREAS U R E T R A I L GALEN A P A S S BO N A N Z A T R A I L RIDGE ROAD TREASURE TRAIL GALENA PASS BONANZA TRAIL MINER'S RUN TRAIL WINDLASS WAY ROCK NEEDLE ROAD FLATIRON WAY FREMONT PASS BONITA SPRINGS WAY WI N D L A S S W A Y R I D G E L I N E T R A I L RE A V I S R A N C H T R A I L FL U M E T R A I L TO M B S T O N E T R A I L OR E T R A I L OR E T R A I L SO M B R E R O B U T T E T R A I L FL U M E T R A I L GI D D Y U P T R A I L MO U N T A I N T R A I L BL A C K M E S A T R A I L PIC A C H O T R A I L MIN E R ' S R U N T R A I L RID G E L I N E T R A I L RO C K N E E D L E R O A D FL A T I R O N W A Y WE L C O M E W A Y TO M B S T O N E T R A I L FREMONT PASS CA N Y O N TR A I L CA V E S P R I N G S T R A I L BL A C K J A C K T R A I L BESSEMER WAY SO M B R E R O B U T T E T R A I L MILL RUN AZ TH U N D E R S89°46'59"W 2516.31'POB APPROXIMATE FLOOD ZONE X (SHADED) LIMIT APPROXIMATE FLOOD ZONE X LIMIT APPROXIMATE FLOOD ZONE X LIMIT N89°47'05"E 2643.91' NORTH 1/4 CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC 1.0' UP N89°46'52"E 2645.30' NORTH 1/4 CORNER SECTION 20, T1S, R8E WARNER AVENUE (ALIGNMENT) NORTHEAST CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC N0 0 ° 1 6 ' 2 5 " W 2 6 4 0 . 8 8 ' N89°48'18"E 2643.78' SOUTHWEST CORNER SECTION 20, T1S, R8E FD 3" PCHD BCH S0 0 ° 1 7 ' 0 1 " E 2 6 4 0 . 2 8 ' IR O N W O O D D R I V E WEST 1/4 CORNER SECTION 20, T1S, R8E FD 3" PCHD BCH S0 0 ° 1 7 ' 3 5 " E 2 6 4 1 . 1 2 ' L5 L6 L7 L8 L 9 L4 C1 L11 L12 L13 L14 L 1 5 L1 6 C2 C3 L18 L19 L20 L21 L 2 2 L23 C6 C7 L1 7 C9 C10 C11 L2 5 L26 L27 L28 L29 C 1 2 C13 C14 C 8 L3 8 L39 L4 0 L41 L 4 2 L43 L44 L45 L46 L47 SITE MAP LINE TABLE (THIS SHEET ONLY) LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 BEARING N00°13'01"W S89°46'59"W N45°12'29"W N00°11'57"W N44°47'31"E N89°46'59"E N00°13'01"W S89°46'59"W N43°18'55"W N29°18'58"E N74°18'58"E S60°41'02"E N29°18'58"E N60°41'02"W N15°41'02"W N29°18'58"E DISTANCE 65.00' 16.48' 35.35' 251.50' 42.43' 12.20' 23.00' 10.96' 40.99' 220.03' 35.36' 16.50' 23.00' 16.50' 35.36' 31.20' SITE MAP LINE TABLE (THIS SHEET ONLY) LINE L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 BEARING N29°18'58"E N74°18'57"E S60°41'02"E N29°18'58"E N60°41'02"W N15°41'02"W N29°18'58"E N29°18'58"E N23°59'01"E N65°53'12"E N24°06'48"W S65°53'12"W N67°43'50"W N24°06'48"W N65°53'12"E S24°06'48"E DISTANCE 118.26' 35.36' 16.50' 23.00' 16.50' 35.36' 15.82' 142.06' 37.21' 22.42' 23.00' 18.89' 36.20' 194.54' 17.00' 194.54' SITE MAP LINE TABLE (THIS SHEET ONLY) LINE L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 BEARING S24°06'48"E N74°45'04"E N83°00'54"E N00°16'25"W N89°43'35"E S44°43'49"W S89°44'03"W S00°15'57"E N89°44'03"E S45°15'43"E S44°44'30"W S89°44'30"W S00°15'30"E N89°44'30"E S45°15'30"E S44°45'44"W DISTANCE 270.00' 82.51' 72.11' 22.00' 197.00' 42.42' 11.04' 23.00' 11.04' 42.42' 35.36' 11.04' 23.00' 11.04' 35.36' 28.27' SITE MAP CURVE TABLE (THIS SHEET ONLY) CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 DELTA 24°50'24" 31°19'56" 31°19'56" 31°19'56" 31°19'56" 31°19'56" 31°19'56" 44°00'00" 32°12'02" 30°38'58" 1°09'33" 1°41'27" 30°40'55" 31°45'24" 31°19'56" 31°19'56" 31°19'56" 31°19'56" RADIUS 966.50' 24.00' 24.00' 24.00' 24.00' 24.00' 24.00' 1040.50' 24.00' 24.00' 1033.50' 1033.50' 24.00' 24.00' 24.00' 24.00' 7.00' 41.00' ARC 419.02' 13.12' 13.12' 13.12' 13.12' 13.12' 13.12' 799.05' 13.49' 12.84' 20.91' 30.50' 12.85' 13.30' 13.12' 13.12' 3.83' 22.42' CHORD BEARING N16°53'45"E N44°58'56"E N44°58'56"E N13°39'00"E N13°39'00"E N44°58'56"E N44°58'56"E N07°18'58"E N30°37'00"W N31°23'32"W N16°38'49"W N22°11'35"W N07°41'51"W N08°14'06"W N39°46'46"W N39°46'46"W S39°46'46"E S39°46'46"E CHORD 415.74' 12.96' 12.96' 12.96' 12.96' 12.96' 12.96' 779.56' 13.31' 12.69' 20.91' 30.50' 12.70' 13.13' 12.96' 12.96' 3.78' 22.14' C15 C16 C17 C18 C4 C5 N Horz. 1 in. = ft. 0 200 400 200 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 - 0 3 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW 1" = 200' 07/5/2022 WP 215255.03 363 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A DETAIL B SCALE: 1" = 50' DETAIL E SCALE: 1" = 50' DETAIL D SCALE: 1" = 50' DETAIL A SCALE: 1" = 100' DETAIL B THIS SHEET DETAIL D THIS SHEET DETAIL E THIS SHEET DETAIL A THIS SHEET DETAIL G THIS SHEET DETAIL H THIS SHEET DETAIL G SCALE: 1" = 50' DETAIL H SCALE: 1" = 50' 4 5 6 7 8 9 10 11 12 13 14 20 21 15 16 17 18 19 22 23 24 27 25 26 28 29 30 31 32 DETAIL F THIS SHEET DETAIL C THIS SHEET DETAIL F SCALE: 1" = 50' DETAIL C SCALE: 1" = 50' 32 07 - 0 5 - 2 2 SOUTH 1/4 CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC 1.0' UP POC 383 384 385 381 380 382 343 344 345 346 N45 ° 1 2 ' 2 9 " W 3 5 . 3 5 ' N0°13'01"W 80.00' 50 . 0 0 ' 50 . 0 0 ' N0°13'01"W 80.00' 50 . 0 0 ' 50 . 0 0 ' N0°13'01"W 80.00' 50 . 0 0 ' 50 . 0 0 ' N0°13'01"W 80.00' 50 . 0 0 ' 50 . 0 0 ' N0°13'01"W 80.00' 49 . 8 8 ' N45 ° 1 3 ' 0 1 " W 2 8 . 2 8 ' 60.00' 69 . 8 8 ' S0°13'01"E 80.00' 52 . 0 0 ' 52 . 0 0 ' S0°13'01"E 80.00' 52 . 0 0 ' 52 . 0 0 ' S0°13'01"E 80.00' 49 . 8 8 ' S0°13'01"E 80.00' 60.00' N 4 4 ° 4 6 ' 5 9 " E 2 8 . 2 8 ' 52 . 0 0 ' S0°13'01"E 80.00' 52 . 0 0 ' S0°13'01"E 80.00' N8 9 ° 4 9 ' 0 9 " W 7 2 . 0 0 ' S8 9 ° 4 6 ' 5 9 " W 7 4 . 5 4 ' N8 9 ° 4 6 ' 5 9 " E 7 4 . 5 4 ' S45 ° 1 3 ' 0 1 " E 2 8 . 2 8 ' 119.48' S8 9 ° 4 8 ' 0 3 " W 1 3 6 . 7 8 ' 47.02' C2 2 10 . 0 0 ' PUFE (TYP) SEE DETAIL SHEET 33 S00°13'01"E 156.00' C 2 1 S00°13'01"E 120.00' 16' R/W 16' R/W 16' R/W 16' R/W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 11.5' R/W 11.5' R/W 11.5' R/W 11.5' R/W 11' R/W 33 . 5 ' R / W PE R F P 2 33 . 5 ' R / W PE R F P 2 33 . 5 ' R / W PE R F P 2 65' 65' N8 9 ° 4 6 ' 5 9 " E 6 0 0 . 0 0 ' C2 11 0 . 5 4 ' 29 1 . 7 3 ' 1' VNAE 1' VNAE N8 9 ° 4 6 ' 5 9 " E 1 3 0 0 . 8 7 ' 16' R/W 1' V N A E N8 9 ° 4 6 ' 5 9 " E 4 1 1 . 8 5 ' N8 9 ° 4 6 ' 5 9 " E 1 2 1 6 . 8 4 ' 44 7 . 8 7 ' N8 9 ° 4 6 ' 5 9 " E 4 1 1 . 7 4 ' S8 9 ° 4 6 ' 5 8 " W 2 2 4 . 7 2 ' S00°13'01"E 65.00' 75 . 0 0 ' N00°11'57"W 105.00'N00°11'57"W 240.66' L =3 7 .3 4 ' L=477.80' C1 N8 9 ° 4 6 ' 5 9 " E 7 5 . 0 0 ' S8 9 ° 4 6 ' 5 9 " W 2 5 1 6 . 3 1 ' N8 9 ° 4 6 ' 5 9 " E 2 6 4 3 . 3 6 ' 3 3 . 3 0 ' L 3 6 30.8 8 ' L3 5 N8 9 ° 4 6 ' 5 9 " E 4 5 1 . 8 0 ' 17 ' P U F E PE R F P 1 BLOSSOM ROCK TRAIL RIDGELINE TRAIL FR E M O N T P A S S BO N I T A S P R I N G S W A Y 8' PUFE 13' PUFE 13 ' P U F E 13' PUFE 13 ' P U F E 13' PUFE 13' PUFE 13' PUFE TRACT G PARCEL 9 17 ' P U F E PE R F P 2 33' S V T 3 3 ' S V T 33' S V T PARCEL 10 RA Y A V E N U E ( A L I G N M E N T ) 8' PUFE UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 7 0 6 0 N00°11'57"W 251.50' 142.06'109.44' S 4 4 ° 4 7 ' 3 1 " W 4 2 . 4 3 ' S43 ° 1 8 ' 5 5 " E 4 0 . 9 9 ' L2 L3 L4L1 S00°13'01"E 166.50' 33 . 5 ' R / W PE R F P 1 17' P U F E PER F P 1 1 7 ' P U F E P E R F P 2 13' PUFE 13' PUFE 13' PUFE 13' PUFE 65' R/W PER FP1 POB 20 ' P U F E 11' R/W 16' R/W 11' R/W 16' R/W N8 9 ° 4 6 ' 5 9 " E 1 0 1 0 . 2 7 ' 33' S V T 1 7 ' P U F E P E R F P 1 N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 364 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) SH E E T 2 0 SHEET 5 SHEET 20 SH E E T 2 0 07 - 0 5 - 2 2 387 375 389388386 391 392 393 374 373 372379378377376 390 355347348349350351352353346354 60.00' N0 0 ° 1 5 ' 3 0 " W 8 1 . 1 4 ' S44 ° 4 5 ' 4 4 " W 2 8 . 2 7 ' 60.00' N 4 5 ° 1 4 ' 1 6 " W 2 8 . 2 9 ' 60.00'S44 ° 4 5 ' 4 4 " W 2 8 . 2 7 ' 60.00' L 3 9 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' S0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' S0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00' 52.00' S0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00' 52.00' S0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00' 52.00' S0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00' 52.00' S0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 49.98' 69.92' 60 . 0 0 ' S44 ° 4 5 ' 4 4 " W 2 8 . 2 7 ' S0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00' S0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00' S0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00' S0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00' S0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 49.86' S 4 5 ° 1 4 ' 1 6 " E 2 8 . 2 9 ' 60 . 0 0 ' 47.00' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 67.00' 60 . 0 0 ' N44 ° 4 5 ' 4 4 " E 2 8 . 2 7 ' 47.00' N 4 5 ° 1 4 ' 1 6 " W 2 8 . 2 9 ' 60 . 0 0 ' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00' 50.00' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00' 50.00' 50.00' L3 8 20.00' PUFE (TYP) SEE DETAIL SHEET 33 N89°46'59"E 1010.27' N89°46'59"E 1216.84' N89°46'59"E 411.74' N89°46'59"E 120.00'N89°46'59"E 120.00' N89°46'59"E 1300.87' N89°46'59"E 411.85' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 11' R/W 16' R/W 11 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 65 ' 65 ' N89°46'59"E 600.00' 447.87' 192.00'192.00' 1' VNAE 1' V N A E 1' V N A E 1' V N A E 1' V N A E N89°46'59"E 2643.36' S89°46'59"W 2516.31' L47 3 0 . 4 8 ' 33.8 6 ' L46 L45 33.8 7 ' 3 0 . 4 9 ' L44 L37 28.46' 3 4 . 0 2 ' L40 L41 L42 L43 N89°46'59"E 451.80'N89°46'59"E 384.00' 416.00' 19 2 . 0 0 ' 11 1 . 9 2 ' N0 0 ° 1 5 ' 3 0 " W 3 0 3 . 9 2 ' N0 0 ° 1 5 ' 3 0 " W 1 2 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 2 0 . 0 0 ' N89°46'59"E 344.00' N89°46'59"E 344.00' 291.73' N0 0 ° 1 5 ' 3 0 " W 1 6 2 . 4 7 ' RAY AVENUE (ALIGNMENT) FREMONT PASS BONITA SPRINGS WAY MI N E R ' S R U N T R A I L 13 ' P U F E 13 ' P U F E 13' PUFE 13' PUFE 13 ' P U F E 13 ' P U F E TRACT G 33' S V T 3 3 ' S V T 33' S V T 3 3 ' S V T 13 ' P U F E 13 ' P U F E 13 ' P U F E 3 3 ' S V T 33' S V T 3 3 ' S V T 33' S V T 33' S V T 13 ' P U F E 8' P U F E 8' P U F E UNSUBDIVIDED STATE OF ARIZONA APN 104077060 13 ' P U F E 13 ' P U F E 11 ' R/ W 16 ' R/ W S89°46'58"W 224.72' 1' VNAE N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 365 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) SHEET 20 SH E E T 6 SH E E T 4 SH E E T 4 SHE E T 2 0 SHEET 10SHEET 10 SH E E T 6 07 - 0 5 - 2 2 567 394393 396395 368 569 568 566 570372371370369 397 356 357 358 359 360 361 362355 33 . 0 7 ' 14.05' S89°44'30"W 90.06' N0 ° 1 5 ' 3 0 " W 4 3 . 0 0 ' 19.00'81.00' 37 . 0 0 ' 37 . 0 0 ' N89°44'30"E 81.00' 37 . 0 0 ' 37 . 0 0 ' N89°44'30"E 81.00' 37 . 0 0 ' 37 . 0 0 ' N89°44'30"E 81.00' 37 . 0 0 ' 37 . 0 0 ' 81.00'19.00' N0 ° 1 5 ' 3 0 " W 4 3 . 0 0 ' 76.01' N0 0 ° 1 5 ' 3 0 " W 7 4 . 8 8 ' S44 ° 4 5 ' 4 4 " W 2 8 . 2 7 ' 75.99' N 4 5 ° 1 4 ' 1 6 " W 2 8 . 2 9 ' 60.00'S44 ° 4 5 ' 4 4 " W 2 8 . 2 7 ' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00' 50.00' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00' 50.00' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00' 50.00' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00' 50.00' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00' S0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 47.00' S 4 5 ° 1 4 ' 1 6 " E 2 8 . 2 9 ' 60 . 0 0 ' 67.00' 47.00' 60 . 0 0 ' S44 ° 4 5 ' 4 4 " W 2 8 . 2 7 ' 67.00' N 4 5 ° 1 4 ' 1 6 " W 2 8 . 2 9 ' N0 ° 1 5 ' 3 0 " W 2 4 5 . 2 6 ' S44 ° 4 5 ' 4 4 " W 4 2 . 4 1 ' 20.00' PUFE (TYP) SEE DETAIL SHEET 33 N0 0 ° 1 5 ' 3 0 " W 2 8 1 . 2 7 ' N0 0 ° 1 5 ' 3 0 " W 6 1 . 3 8 ' N89°46'59"E 1216.84' N0 0 ° 1 5 ' 3 0 " W 1 2 0 . 0 0 ' N89°46'59"E 344.00' N89°46'59"E 152.00' N89°46'59"E 344.00' N89°46'59"E 1300.87' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 12' 12' 65 ' 65 ' N89°46'59"E 650.00' 145.00'416.00' 224.00' 89 . 2 5 ' 19 2 . 0 2 ' 1' V N A E 1' V N A E 1' V N A E 1' V N A E N0 0 ° 1 5 ' 3 0 " W 5 4 3 . 6 9 ' N89°44'30"E 100.00' 145.00' N89°44'30"E 100.00' 84.00' N89°46'59"E 2643.36' S89°46'59"W 2516.31' 32.98' L50 L51 30.49'33.8 7 ' L49 L43 33.86' 32.88' L107 45.6 8 ' 4 2 . 0 2 ' L 4 8 N89°46'59"E 384.00' N0 0 ° 1 5 ' 3 0 " W 6 1 . 3 8 ' N89°46'59"E 314.50' 1' VNAE 1' VNAE N0 0 ° 1 5 ' 3 0 " W 1 4 8 . 0 0 ' N89°46'59"E 1010.27' RAY AVENUE (ALIGNMENT) FREMONT PASS BONITA SPRINGS WAY 13 ' P U F E TRACT G 13 ' P U F E BL A C K M E S A T R A I L 13 ' P U F E 13 ' P U F E 13' PUFE 13' PUFE TR A C T A X 33' S V T 3 3 ' S V T 3 3 ' S V T 33' S V T 3 3 ' S V T 33' S V T 13 ' P U F E 13 ' P U F E 8' P U F E 8' P U F E UNSUBDIVIDED STATE OF ARIZONA APN 104077060 12' 33' SVT 16' R/W 16' R/W 1' VNAE 28.3 7 ' N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 366 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SH E E T 7 LEGEND (SEE SHEET 2) SH E E T 5 SHEET 10SHE E T 1 0 SHEET 11 SH E E T 7 SH E E T 5 SHEET 11 07 - 0 5 - 2 2 N89°46'59"E 2643.36' 569 568 574 575 576 572 573 571 595 596 592 591 590 593 594 527 430425 429426 427 428 364 365 366 367362363 N89°46'59"E 2516.31' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' 81.00' 37 . 0 0 ' S0 ° 1 5 ' 3 0 " E 4 3 . 0 0 ' S89°44'30"W 90.89' 12.89'33 . 8 8 ' 19.00' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' 81.00' 37 . 0 0 ' 43 . 0 0 ' S89°44'30"W 100.00' N0 ° 1 5 ' 3 0 " W 4 3 . 0 0 ' 19.00' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' 81.00' 37 . 0 0 ' S0 ° 1 5 ' 3 0 " E 4 3 . 0 0 ' S89°44'30"W 90.01' 14.14' 33 . 0 0 ' 19.00' 33 . 0 7 ' 14.05' 81.00' 37 . 0 0 ' N89°44'30"E 81.00' 37 . 0 0 ' N89°44'30"E 81.00' 37 . 0 0 ' N89°44'30"E 81.00' 37 . 0 0 ' 81.00' 52.00' 4. 2 4 ' S89°46'59"W 60.00' 52 . 0 0 ' 4.2 4 ' 57.00' S89°46'59"W 60.00' 55 . 0 0 ' N0 0 ° 1 3 ' 0 1 " W 3 2 . 0 0 ' L56 23 . 0 0 ' 70.00' 55 . 0 0 ' N89°46'59"E 60.00' 23 . 0 0 ' L55 70.00' 55 . 0 0 ' N89°46'59"E 60.00' 55 . 0 0 ' 55 . 0 0 ' N89°46'59"E 57.00' 4.24' 52 . 0 0 ' 55.00' N0 ° 1 5 ' 3 0 " W 5 7 . 0 0 ' 4.24 '52.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 50.00' S0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' N0 ° 1 3 ' 0 1 " W 8 0 . 0 0 ' 50.00' 50.00' 163.50' N 4 5 ° 1 4 ' 1 6 " W 4 2 . 4 4 ' S0 0 ° 1 5 ' 3 0 " E 5 0 7 . 3 6 ' S44 ° 4 5 ' 4 4 " W 3 1 . 8 1 ' S44 ° 4 5 ' 4 4 " W 4 2 . 4 1 ' 127.51'S 4 5 ° 1 3 ' 0 1 " E 2 8 . 2 8 ' 20.87' C2 3 N0 ° 1 5 ' 3 0 " W 6 9 . 4 9 ' N44 ° 4 5 ' 4 4 " E 3 1 . 8 1 ' N44 ° 4 6 ' 5 9 " E 2 8 . 2 8 ' N 4 5 ° 1 4 ' 1 6 " W 2 8 . 2 9 ' 37 . 9 9 ' N44 ° 4 4 ' 3 0 " E 2 8 . 2 8 ' N 4 5 ° 1 5 ' 3 0 " W 2 8 . 2 8 ' S89°46'59"W 127.52' N 4 5 ° 1 4 ' 1 6 " W 4 2 . 4 4 ' S44 ° 4 5 ' 4 4 " W 3 1 . 8 1 ' PUFE (TYP) SEE DETAIL SHEET 33 S0 0 ° 1 3 ' 0 1 " E 1 6 6 . 0 0 ' C 2 4 N0 0 ° 1 5 ' 3 0 " W 2 9 . 9 5 ' C 2 5 S 3 8 ° 5 4 ' 0 7 " E 2 8 . 0 5 ' N89°46'59"E 1216.84' N89°46'59"E 314.50' 73.52' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 10'10' 16' R/W 16' R/W 12'12' 12'12' 12'12' 16' R/W 16' R/W 10 ' 10 ' 16 ' R/ W 16 ' R/ W 65 ' 65 ' N89°46'59"E 980.00' S0 0 ° 1 3 ' 0 1 " E 1 6 5 . 0 0 ' N89°46'59"E 650.00' 46.00'114.00' 10 3 . 9 8 ' 207.97' 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 34 3 . 3 5 ' N0 0 ° 1 5 ' 3 0 " W 5 4 7 . 7 0 ' N0 0 ° 1 5 ' 3 0 " W 5 4 3 . 6 9 ' N0 0 ° 1 5 ' 3 0 " W 4 9 9 . 7 1 ' 63 . 3 6 ' N0 0 ° 1 5 ' 3 0 " W 3 9 7 . 8 8 ' N0 0 ° 1 5 ' 3 0 " W 4 7 1 . 8 7 ' N89°44'30"E 100.00' N89°44'30"E 100.00' N89°44'30"E 100.00' N0 0 ° 1 5 ' 3 0 " W 1 8 5 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 8 5 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 4 8 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 4 5 9 . 4 7 ' N0 0 ° 1 5 ' 3 0 " W 4 8 6 . 9 8 ' N0 0 ° 1 5 ' 3 0 " W 4 1 4 . 9 9 ' 14 0 . 0 0 ' 60 . 0 0 ' 54.00' 60.00' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' N89°46'59"E 873.95' 140.00' 145.00' N89°46'59"E 1300.87' 84.00' L57 L54 L52 31.47' 32.98' L51 29.36' L53 37 . 0 2 ' 3 0 . 4 9 ' 21 . 1 2 ' 65 'RAY AVENUE (ALIGNMENT) TRACT G FREMONT PASS TRACT J 13' PUFE 13 ' P U F E 13' PUFE TRACT AY TR A C T A Z TH U N D E R M O U N T A I N T R A I L TR A C T B A 33' S V T 13 ' P U F E 13 ' P U F E 13 ' P U F E 5' PUFE5' PUFE 13' PUFE 33' S V T TRACT AQ FREMONT PASS TR A C T I CA V E S P R I N G T R A I L 33' S V T 3 3 ' S V T 5' PUFE 5' PUFE 8' P U F E 8' P U F E UNSUBDIVIDED STATE OF ARIZONA APN 104077060 12'12' 12'12' 12'12' N0 0 ° 1 5 ' 3 0 " W 1 1 1 . 0 0 ' TR A C T A Z 33' SVT 33' SVT 33' SVT BL A C K J A C K T R A I L 5' PUFE 5' PUFE 5' PUFE 5' PUFE 28 . 3 7 ' 2 8 . 3 0 ' 79 . 5 0 ' 2 9 . 5 5 ' N89°46'59"E 913.49' 2 4 . 0 4 ' 24.0 4 ' 1' VNAE 40 5 . 4 7 ' 24.0 4 ' 2 4 . 0 4 ' 42 7 . 8 6 ' N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 367 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SHEET 11 SH E E T 6 SH E E T 8 SH E E T 6 SHEET 11 SH E E T 8 SHEET 12 SHEET 12 07 - 0 5 - 2 2 532 527 531 528 529 530 523 524 525 526 442 443436437430431 441 444435438429432 428 433 434 439 440 445 4.24 ' 52.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 55.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 23.00' L7 2 S89°44'30"W 32.00' N0 ° 1 5 ' 3 0 " W 7 0 . 0 0 ' S89°44'30"W 32.00' L7 0 23.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 55.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 52.00'4.24' 57 . 0 0 ' 4.24 ' S89°46'59"W 60.00' 52 . 0 0 ' 55 . 0 0 ' S89°46'59"W 60.00' L74 23 . 0 0 ' 70.00' N0 ° 1 3 ' 0 1 " W 3 2 . 0 0 ' L73 70.00' 55 . 0 0 ' N89°46'59"E 60.00' 23 . 0 0 ' 55 . 0 0 ' N89°46'59"E 60.00' 55 . 0 0 ' 4. 2 4 ' 52 . 0 0 ' 55 . 0 0 ' 57.00' 4.24 '57.00' S89°46'59"W 60.00' 52 . 0 0 ' S89°46'59"W 60.00' 55 . 0 0 ' L66 23 . 0 0 ' 70.00' N0 ° 1 3 ' 0 1 " W 3 2 . 0 0 ' L65 70.00' 55 . 0 0 ' N89°46'59"E 60.00' 23 . 0 0 ' 55 . 0 0 ' N89°46'59"E 60.00' 55 . 0 0 ' 4. 2 4 ' 52 . 0 0 ' 55 . 0 0 ' 57.00' 4.24 '57.00' S89°46'59"W 60.00' 52 . 0 0 ' S89°46'59"W 60.00' 55 . 0 0 ' L61 23 . 0 0 ' 70.00' N0 ° 1 3 ' 0 1 " W 3 2 . 0 0 ' 55 . 0 0 ' N89°46'59"E 60.00' 23 . 0 0 ' L60 70.00' 55 . 0 0 ' N89°46'59"E 60.00' 55 . 0 0 ' 55 . 0 0 ' 57.00'4. 2 4 ' 52 . 0 0 ' S89°46'59"W 60.00' 52 . 0 0 ' 4.24 '57.00' S89°46'59"W 60.00' 55 . 0 0 ' N0 0 ° 1 3 ' 0 1 " W 3 2 . 0 0 ' L56 23 . 0 0 ' 70.00' N89°46'59"E 60.00' 23 . 0 0 ' L55 70.00' N89°46'59"E 60.00' 55 . 0 0 ' N89°46'59"E 57.00' 4. 2 4 ' 52 . 0 0 ' 55.00' N0 ° 1 5 ' 3 0 " W 5 7 . 0 0 ' 4.2 4 ' 52.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 55.00' S0 ° 1 5 ' 3 0 " E 7 0 . 0 0 ' 55.00' 23.00' L6 9 S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' L7 1 23.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 55.00' S0 ° 1 5 ' 3 0 " E 5 7 . 0 0 ' 55.00' 52.00'4. 2 4 ' S 4 5 ° 1 3 ' 0 1 " E 2 8 . 2 8 ' 80.00'S 4 5 ° 1 3 ' 0 1 " E 2 8 . 2 8 ' N44 ° 4 6 ' 5 9 " E 2 8 . 2 8 ' 80.00'S 4 5 ° 1 3 ' 0 1 " E 2 8 . 2 8 ' N44 ° 4 6 ' 5 9 " E 2 8 . 2 8 ' 80.00'S 4 5 ° 1 3 ' 0 1 " E 2 8 . 2 8 ' N44 ° 4 6 ' 5 9 " E 2 8 . 2 8 ' N44 ° 4 6 ' 5 9 " E 2 8 . 2 8 ' N 4 5 ° 1 4 ' 1 6 " W 2 8 . 2 9 ' 12 1 . 2 7 ' S44 ° 4 4 ' 3 0 " W 2 8 . 2 8 ' S89°46'59"W 321.50' N 4 5 ° 1 4 ' 1 6 " W 2 8 . 2 9 ' 37 . 9 9 ' N44 ° 4 4 ' 3 0 " E 2 8 . 2 8 ' S 4 5 ° 1 5 ' 3 0 " E 2 8 . 2 8 ' 35 . 7 6 ' S44 ° 4 5 ' 4 4 " W 3 1 . 8 1 ' N 4 5 ° 1 5 ' 3 0 " W 2 8 . 2 8 ' N89°44'30"E 166.00'N89°44'30"E 166.00' S0 0 ° 1 3 ' 0 1 " E 1 6 6 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 6 6 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 6 6 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 6 6 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 2 1 . 2 7 ' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 10'10' 10'10'10'10' 10'10' 16' R/W 11 ' R/ W 16 ' R/ W 10 ' 10 ' 10 ' 10 ' 65 ' 65 ' N89°46'59"E 980.00'N89°46'59"E 980.00' 11' R/W 16' R/W 11' R/W 70.00'70.00'140.00'140.00' 46.00' 1' VNAE 1' VNAE 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' VNAE 1' VNAE N0 0 ° 1 5 ' 3 0 " W 4 1 4 . 9 9 ' 60 . 0 0 ' 60.00'60.00'60.00'60.00' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' N89°46'59"E 873.95'140.00' N89°46'59"E 2643.36' S89°46'59"W 2516.31' L75L68L67L63L62L58L57 3 0 . 4 9 ' L59 21 . 1 2 ' L64 37.65' 25.92' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 330.00' N89°46'59"E 114.00'N89°46'59"E 114.00'N89°46'59"E 114.00' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' 65 ' 140.00' N0 0 ° 1 5 ' 3 0 " W 4 1 2 . 7 6 ' N0 0 ° 1 5 ' 3 0 " W 8 7 6 . 2 6 ' 10 4 . 2 7 ' 14 0 . 0 0 ' S89°46'59"W 168.96' TRACT J TRACT L TRACT N TRACT AQ TRACT AO FREMONT PASS 13 ' P U F E 13 ' P U F E 13 ' P U F E TRACT AP TR A C T I TR A C T K TR A C T M TR A C T O GI D I Y U P T R A I L 13 ' P U F E RAY AVENUE (ALIGNMENT) 13' PUFE 13' PUFE 13 ' P U F E TRACT G 3 3 ' S V T 33' S V T 3 3 ' S V T 13 ' P U F E 8' P U F E 8' P U F E 20 ' P U F E UNSUBDIVIDED STATE OF ARIZONA APN 104077060 TRACT H S0 0 ° 1 3 ' 0 1 " E 1 6 5 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 6 5 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 6 5 . 0 0 ' N89°46'59"E 913.49' 24.04'2 4 . 0 4 ' 2 4 . 0 4 ' 2 4 . 0 4 ' 24 . 0 4 ' 24.0 4 ' 24.0 4 ' 24.0 4 ' 60 . 0 0 ' 2 4 . 0 4 ' 24.0 4 ' 24.0 4 ' 2 4 . 0 4 ' N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 368 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SH E E T 9 LEGEND (SEE SHEET 2) SHEET 12 SH E E T 7 SHEET 13SHEET 12 SHEET 13 SH E E T 7 SH E E T 9 07 - 0 5 - 2 2 SOUTHEAST CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC 1.0' UP 468467494495496 466460461454455448449 465459462453456447450 446 451 452 457 458 463 464 L34 4.24 ' 52.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 55.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' S89°44'30"W 34.00' N0 ° 1 5 ' 3 0 " W 1 4 0 . 0 0 ' 23.00' L9 0 57.00' N0 ° 1 5 ' 3 0 " W 1 4 0 . 0 0 ' L8 9 23.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 55.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 52.00'4. 2 4 ' S0 ° 1 5 ' 3 0 " E 5 7 . 0 0 ' 52.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' N0 ° 1 5 ' 3 0 " W 5 7 . 0 0 ' 4.24 ' 23.00' L9 4 N89°44'30"E 32.00' 70 . 0 0 ' 55.00' 23.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 70 . 0 0 ' L9 5 52.00' 4. 2 4 ' 55 . 0 0 ' N89°46'59"E 60.00' 55 . 0 0 ' S89°46'59"W 60.00' S89°46'59"W 60.00' 55 . 0 0 ' 55 . 0 0 ' N0 ° 1 3 ' 0 1 " W 3 2 . 0 0 ' L85 23 . 0 0 ' 55 . 0 0 ' 70.00'70.00' 55 . 0 0 ' N89°46'59"E 60.00' 23 . 0 0 ' L84 55 . 0 0 ' N89°46'59"E 60.00' 55 . 0 0 ' 55 . 0 0 ' 55 . 0 0 ' 60.00' 4.2 4 ' 57.00' S89°46'59"W 60.00' 52 . 0 0 ' 55 . 0 0 ' S89°46'59"W 60.00' L83 23 . 0 0 ' 70.00' N0 ° 1 3 ' 0 1 " W 3 2 . 0 0 ' L82 70.00' 55 . 0 0 ' N89°46'59"E 60.00' 23 . 0 0 ' 55 . 0 0 ' 55 . 0 0 ' N89°46'59"E 60.00' 4. 2 4 ' 52 . 0 0 ' 55 . 0 0 ' 57.00' 4.2 4 ' 57.00' S89°46'59"W 60.00' 52 . 0 0 ' 55 . 0 0 ' S89°46'59"W 60.00' L79 23 . 0 0 ' 70.00' N0 ° 1 3 ' 0 1 " W 3 2 . 0 0 ' L78 70.00' 55 . 0 0 ' N89°46'59"E 60.00' 23 . 0 0 ' 55 . 0 0 ' 55 . 0 0 ' N89°46'59"E 60.00' 4. 2 4 ' 52 . 0 0 ' 55 . 0 0 ' 57.00' 4.24 '57.00' S89°46'59"W 60.00' 52 . 0 0 ' 55 . 0 0 ' S89°46'59"W 60.00' L74 23 . 0 0 ' 70.00' N0 ° 1 3 ' 0 1 " W 3 2 . 0 0 ' L73 48 . 0 1 ' C29S89°46'59"W 54.04' N 4 5 ° 1 4 ' 1 6 " W 2 8 . 2 9 ' 29 . 5 6 ' N44 ° 4 4 ' 3 0 " E 2 8 . 2 8 ' S 4 5 ° 1 3 ' 0 1 " E 2 8 . 2 8 ' 80.00'S 4 5 ° 1 3 ' 0 1 " E 2 8 . 2 8 ' N44 ° 4 6 ' 5 9 " E 2 8 . 2 8 ' 80.00'S 4 5 ° 1 3 ' 0 1 " E 2 8 . 2 8 ' N44 ° 4 6 ' 5 9 " E 2 8 . 2 8 ' L8 8 L87 L 8 6 4.01' N44 ° 4 6 ' 5 9 " E 2 8 . 2 8 ' S89°46'59"W 168.96' S 4 5 ° 1 5 ' 3 0 " E 2 8 . 2 8 ' 36 . 0 4 ' S44 ° 4 5 ' 4 4 " W 3 1 . 8 1 ' S89°46'59"W 86.52' S85°58'08"W 75.17' S44 ° 4 4 ' 3 0 " W 2 8 . 2 8 ' N 4 5 ° 1 5 ' 3 0 " W 2 8 . 2 8 ' C 2 6 S0 0 ° 1 3 ' 0 1 " E 1 6 6 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 3 9 . 0 1 ' S0 0 ° 1 3 ' 0 1 " E 1 6 6 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 6 6 . 0 0 ' 10'10'10'10'10'10'10'10' 16' R/W 16' R/W 16 ' R/ W 16 ' R/ W 16 ' R/ W 11 ' R/ W 12 ' 12 ' 10 ' 10 ' 10 ' 10 ' 32' 32' 65 ' S0 0 ° 1 3 ' 0 1 " E 1 6 5 . 0 0 ' N89°46'59"E 980.00' 16' R/W 16' R/W 68 . 5 3 ' 13.95'140.00'140.00' N89°44'30"E 166.00'N89°44'30"E 111.00' N89°46'59"E 58.35' C 2 8 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' VNAE 1' VNAE 60.00'60.00'60.00' 60 . 0 0 ' S89°46'59"W 2516.31' N89°46'59"E 2643.36' L81L80L77 L75 L76 L9 1 23 . 5 5 ' L 9 2 L9 3 N89°46'59"E 114.00'N89°46'59"E 114.00'N89°46'59"E 117.00' N89°44'30"E 167.00'N89°44'30"E 110.00' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 75.00' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 8 1 . 0 1 ' S0 0 ° 1 3 ' 0 1 " E 1 3 7 . 0 1 ' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 3 0 . 0 0 ' 65 ' 140.00' S89°46'59"W 168.96' TR A C T O TR A C T Q TR A C T S TR A C T U 13 ' P U F E TRACT H TRACT P TRACT R TRACT T TRACT G TRACT G 13 ' P U F E 13 ' P U F E RAY AVENUE (ALIGNMENT) 13 ' P U F E TRACT VTRACT AF 13' PUFE13' PUFE 17' PUFE ID A H O R O A D ( A L I G N M E N T ) 33' S V T FL U M E T R A I L 13 ' P U F E 8' P U F E 8' P U F E N0 0 ° 1 5 ' 3 0 " W 2 6 4 1 . 5 3 ' S0 0 ° 1 5 ' 3 0 " E 1 0 4 8 . 1 9 ' C27 UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 7 0 6 0 UNSUBDIVIDED STATE OF ARIZONA APN 104077060 TRACT H 14 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 1 2 4 . 3 1 ' N89°44'30"E 75.00' N89°46'59"E 873.95' FREMONT PASS S V T 1' VNAE1' VNAE N0 0 ° 1 5 ' 3 0 " W 4 2 0 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 6 5 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 6 5 . 0 0 ' S0 0 ° 1 3 ' 0 1 " E 1 6 5 . 0 0 ' N89°46'59"E 913.49' 24.04' 2 4 . 0 4 ' 24.0 4 ' 24.0 4 ' 2 4 . 0 4 ' 24.0 4 ' 24.04' 24.0 4 ' 1' VNAE 70 . 0 0 ' 13.00'25.98' 24.0 4 ' 51 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 4 1 3 . 0 4 ' N0 0 ° 1 5 ' 3 0 " W 4 5 7 . 5 6 ' 33' S V T N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 369 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) SHEET 13 SH E E T 8 SH E E T 8 SHEET14SHEET 13 SHEET14 SH E E T 8 07 - 0 5 - 2 2 399 404 414 394 402 401 412 403 400 423 398 410 391 392 393 396 395 406 408 405 407 409 416 418 417 420 415 419 421 411 413 422 424 373 372 371 370 369 76.01 ' N 0 0 ° 1 5 ' 3 0 " W 7 4 . 8 8 ' 2 1 . 5 6 ' S84°0 5 ' 0 3 " E 9 0 . 5 6 ' L = 1 2 . 5 0 ' S 0 0 ° 1 5 ' 3 0 " E 5 3 . 2 4 ' S4 4 ° 4 5 ' 4 4 " W 2 8 . 2 7 ' L = 4 2 . 9 3 ' 3 9 . 4 1 ' N2 9 ° 1 8 ' 5 8 " E 8 1 . 8 5 ' S 1 6 ° 4 6 ' 5 5 " E 2 8 . 8 2 ' L 1 0 5 60.68' N60°41'02"W 80.68' 61 . 8 5 ' N7 4 ° 1 8 ' 5 8 " E 2 8 . 2 8 ' 41 . 8 7 ' N71°46'29"W 9 1 . 2 0 ' L = 3 5 . 6 2 ' 75.99 ' N45°1 4 ' 1 6 " W 2 8 . 2 9 ' L = 5 9 . 3 6 ' 60.00 ' N 0 0 ° 1 5 ' 3 0 " W 8 1 . 1 4 ' 6 . 1 4 ' 9 . 8 1 ' S81°28 ' 1 3 " E 8 2 . 0 0 ' L = 3 3 . 1 3 ' S4 4 ° 4 5 ' 4 4 " W 2 8 . 2 7 ' L = 6 1 . 5 0 ' 3 3 . 4 0 ' 7 . 8 3 ' N 2 0 ° 0 7 ' 5 3 " E 3 4 . 7 4 ' 17 . 0 9 ' S65°09'25"E 80.90' 44 . 6 4 ' L = 16 . 8 6 ' 30 . 8 9 ' 58 . 0 0 ' S60°41'02"E 80.00' 60.00'S15°41'02"E 28.28' 59 . 0 8 ' 75 . 0 8 ' 79 . 0 8 ' 60.00' N60°41'02"W 80.00' 55 . 0 8 ' L1 0 0 58 . 0 0 ' N60°41'02"W 80.00' 41 . 3 3 ' N69°52'07"W 8 3 . 0 0 ' L = 2 9 . 5 0 ' 2 0 . 9 3 ' L = 6 5 . 4 8 ' S89°4 6 ' 5 9 " W 8 0 . 0 0 ' 60.00 ' N45°1 4 ' 1 6 " W 2 8 . 2 9 ' 5 5 . 0 0 ' 60.00' L99 57 . 3 1 ' N60°41'02"W 80.00' 57 . 5 0 ' N60°41'02"W 80.00' L = 17 . 9 0 ' N65°25'58"W 81.02' 39 . 6 0 ' L = 5 7 . 5 0 ' N80°41 ' 0 6 " W 8 2 . 0 0 ' 3 1 . 1 5 ' 4.44' 2 6 . 0 8 ' 2 1 . 4 1 ' S89°4 6 ' 5 9 " W 8 0 . 0 0 ' 5 8 . 1 7 ' 1 2 . 9 3 ' L = 3 6 . 0 9 ' 60.00 ' 7 4 . 5 0 ' 7 2 . 0 0 ' 5 4 . 5 0 ' S4 4 ° 4 5 ' 4 4 " W 2 8 . 2 7 ' 60.00 ' L39 5 2 . 0 0 ' N89°4 6 ' 5 9 " E 8 0 . 0 0 ' 5 5 . 0 0 ' N89°4 6 ' 5 9 " E 8 0 . 0 0 ' 1 9 . 4 8 ' L = 6 2 . 7 4 ' S70°43'21"E 8 3 . 0 0 ' 36 . 7 8 ' S60°41'02"E 80.00' L = 3 2 . 2 4 ' 57 . 0 0 ' S60°41'02"E 80.00' 57 . 0 0 ' S60°41'02"E 80.00' 60.00' 54 . 3 1 ' L9 6 50.00 ' 52.00 ' 49.86 ' S45°1 4 ' 1 6 " E 2 8 . 2 9 ' 6 0 . 0 0 ' 47.00 ' S 0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 67.00 ' 6 0 . 0 0 ' N4 4 ° 4 5 ' 4 4 " E 2 8 . 2 7 ' S 0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00 ' S 0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00 ' S 0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00 ' S 0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00 ' 50.00 ' S 0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00 ' 50.00 ' S 0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00 ' S 0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00 ' S 0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00 ' 50.00 ' S 0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 50.00 ' 50.00 ' S 0 ° 1 5 ' 3 0 " E 8 0 . 0 0 ' 47.00 ' C 4 1 L 1 1 0 N73 ° 1 3 ' 0 5 " E 3 1 . 2 0 ' S 0 ° 1 5 ' 3 0 " E 1 3 1 . 4 6 ' PUFE (TYP) SEE DETAIL SHEET 33 C 4 0 N 2 7 ° 0 7 ' 1 2 " E 5 8 . 3 0 ' C 3 7 N 0 0 ° 1 5 ' 3 0 " W 6 1 . 3 8 ' N 0 0 ° 1 5 ' 3 0 " W 3 0 3 . 9 2 ' C 3 4 N2 9 ° 1 8 ' 5 8 " E 1 4 2 5 . 6 0 ' N 0 0 ° 1 5 ' 3 0 " W 1 6 2 . 4 7 ' N89°4 6 ' 5 9 " E 1 0 1 0 . 2 7 ' N89°4 6 ' 5 9 " E 1 2 1 6 . 8 4 ' N2 9 ° 1 8 ' 5 8 " E 1 0 3 . 7 2 ' N2 9 ° 1 8 ' 5 8 " E 1 0 3 . 7 2 ' C 3 6 C 3 8 C 3 5 N2 9 ° 1 8 ' 5 8 " E 1 5 4 . 4 1 ' N2 9 ° 1 8 ' 5 8 " E 1 5 4 . 4 1 ' C 3 3 N89°4 6 ' 5 9 " E 3 4 4 . 0 0 ' N89°4 6 ' 5 9 " E 1 2 0 . 0 0 ' N89°4 6 ' 5 9 " E 1 2 0 . 0 0 ' N89°4 6 ' 5 9 " E 1 5 2 . 0 0 ' N89°4 6 ' 5 9 " E 3 4 4 . 0 0 ' 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16' R/W 11' R/W 16' R/W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 16' R/W 16' R/W 416.0 0 ' 192.0 0 ' 192.0 0 ' 224.0 0 ' 8 9 . 2 5 ' L45 33 . 8 7 ' 30.49' L44 28.46' 34.02' L40 L41 33.88' 30.50'L42 L43 33.86' 32.88' L107 45 . 6 8 ' L106 45.7 7 ' 30.33' L104L103 34 . 5 8 ' 30.48' L102L101 33 . 8 8 ' 31.00' L98 L97 37 . 6 0 ' N89°4 6 ' 5 9 " E 3 8 4 . 0 0 ' N89°4 6 ' 5 9 " E 3 8 4 . 0 0 ' 1 1 1 . 9 2 ' N 0 0 ° 1 5 ' 3 0 " W 1 2 0 . 0 0 ' N89°4 6 ' 5 9 " E 3 4 4 . 0 0 ' N 0 0 ° 1 5 ' 3 0 " W 1 6 2 . 4 7 ' N 0 0 ° 1 5 ' 3 0 " W 6 1 . 3 8 ' N89°4 6 ' 5 9 " E 1 0 1 0 . 2 7 ' BONI T A S P R I N G S W A Y M I N E R ' S R U N T R A I L 1 3 ' P U F E 33 ' S V T 33' SV T BONI T A S P R I N G S W A Y 1 3 ' P U F E MI N E R ' S R U N T R A I L CA N Y O N T R A I L 13' PUFE 13' PUFE 13' PUFE 13' PUFE 13 ' P U F E 13 ' P U F E 13 ' P U F E 1 3 ' P U F E 1 3 ' P U F E 1 3 ' P U F E 13' P U F E 13' P U F E 13' P U F E 13' PU F E 13' P U F E 13' P U F E 13' PUFE 33' SV T 33 ' S V T 33' SV T 33 ' S V T 33' SV T 33 ' S V T B L A C K M E S A T R A I L 13' PUFE MI N E R ' S R U N T R A I L 13' P U F E 33' S V T 1 3 ' P U F E N2 9 ° 1 8 ' 5 8 " E 1 4 2 5 . 6 0 ' 19 0 . 4 1 ' 18 9 . 4 1 ' C 3 2 1 1 1 . 9 2 ' C 3 9 N 0 0 ° 1 5 ' 3 0 " W 2 8 1 . 2 7 ' 67 . 7 9 ' 2 6 . 9 1 ' S 0 8 ° 3 1 ' 4 7 " W 4 3 . 2 0 ' 7 5 . 0 0 ' N60°41'02"W 120.00'N60°41'02"W 120.61'N60°41'02"W 120.61'N60°41'02"W 120.00' S 0 9 ° 1 8 ' 5 4 " W 4 4 . 0 7 ' N 1 7 ° 4 3 ' 2 6 " E 6 0 . 9 7 ' N 0 0 ° 1 5 ' 3 0 " W 1 2 6 . 4 8 ' N2 9 ° 1 8 ' 5 8 " E 2 0 5 . 0 9 ' N 0 0 ° 1 5 ' 3 0 " W 7 5 . 9 3 ' N 0 ° 1 5 ' 3 0 " W 7 5 . 9 1 ' L 1 0 9 L 1 0 8 59.93' N2 9 ° 1 8 ' 5 8 " E 7 6 1 . 4 8 ' 13 9 . 7 2 ' 13 9 . 7 2 ' 16' R/W 16' R/W 33 ' S V T 33' SVT 74 . 3 1 ' 57 . 0 0 ' 57 . 0 0 ' 28 . 7 0 ' 77 . 3 1 ' 57 . 5 0 ' 64 . 1 9 ' 18 . 0 2 ' N2 9 ° 1 8 ' 5 8 " E 2 1 7 . 0 1 ' 5 5 . 0 0 ' 5.67' N 0 0 ° 1 5 ' 3 0 " W 1 3 2 . 6 7 ' S 1 9 ° 1 6 ' 3 9 " W 3 0 . 5 2 ' N2 9 ° 1 8 ' 5 8 " E 1 6 3 . 9 6 ' 33 ' S V T 33' SVT 33' S V T 3 3 ' S V T N 0 ° 1 5 ' 3 0 " W 2 4 5 . 2 6 ' N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 3610 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) SHEET 11 SH E E T 2 0 SHEET 15 SHEE T 5 SHEET 20 SH E E T 2 0 S H E E T 2 0 SH E E T 6 SH E E T 6 S H E E T 1 1 SHEET 15 SHEE T 5 07 - 0 5 - 2 2 604 605 606 607 608 609 610 585 584586 565 579 580 581 582578 576 577 583587 558 559 560 561 562 590 589 588 N0°15'30"W 81.00' 37 . 0 0 ' N0°15'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' 37 . 0 0 ' N0°15'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' 37 . 0 0 ' 37 . 0 0 ' N0°15'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' N0°15'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' 37 . 0 0 ' 37 . 0 0 ' N0°15'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' 81.00' 37 . 0 0 ' 19.00' 43 . 0 0 ' N0°15'30"W 100.00' N8 9 ° 4 4 ' 3 0 " E 4 3 . 0 0 ' 19.00' S8 9 ° 4 4 ' 3 0 " W 4 3 . 0 0 ' 37 . 0 0 ' 43. 0 0 ' 37. 0 0 ' 43. 0 0 ' S6 0 ° 4 1 ' 0 2 " E 1 0 0 . 0 0 ' S2 9 ° 1 8 ' 5 8 " W 4 3 . 0 0 ' 19 . 0 0 ' 81 . 0 0 ' 37. 0 0 ' 37. 0 0 ' N6 0 ° 4 1 ' 0 2 " W 8 1 . 0 0 ' 37. 0 0 ' 37. 0 0 ' N6 0 ° 4 1 ' 0 2 " W 8 1 . 0 0 ' 37. 0 0 ' N6 0 ° 4 1 ' 0 2 " W 8 1 . 0 0 ' 37. 0 0 ' N6 0 ° 4 1 ' 0 2 " W 8 1 . 0 0 ' 37. 0 0 ' 19 . 0 0 ' S2 9 ° 1 8 ' 5 8 " W 4 3 . 0 0 ' S0°15'30"E 43.00' 19 . 0 0 ' 81 . 0 0 ' 36.00'9. 9 0 ' N8 9 ° 4 4 ' 3 0 " E 9 3 . 0 0 ' 37.00' S8 9 ° 4 4 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' S8 9 ° 4 4 ' 3 0 " W 8 1 . 0 0 ' 37.00' S0°15'30"E 43.00' S8 9 ° 4 4 ' 3 0 " W 1 0 0 . 0 0 ' 43.00' 81 . 0 0 ' 19 . 0 0 ' 37.00' 37.00' N0°15'30"W 43.00' N8 9 ° 4 4 ' 3 0 " E 9 3 . 0 0 ' 9.9 0 ' 36.00' 81 . 0 0 ' 19 . 0 0 ' 37.00' S8 9 ° 4 4 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' S8 9 ° 4 4 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' 81 . 0 0 ' 37.00' N0°15'30"W 43.00' 19 . 0 0 ' 43.00' S8 9 ° 4 4 ' 3 0 " W 1 0 0 . 0 0 ' 36.00' 9.90' 37.00'37.00'37.00'43.00'43.00'37.00'37.00' 43.00' 81 . 0 0 ' 19 . 0 0 ' N0°15'30"W 43.00' N8 9 ° 4 4 ' 3 0 " E 1 0 0 . 0 0 ' 37.00' S8 9 ° 4 4 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' S8 9 ° 4 4 ' 3 0 " W 8 1 . 0 0 ' 37.00' S0°15'30"E 43.00' 19 . 0 0 ' 81 . 0 0 ' 43.00' N8 9 ° 4 4 ' 3 0 " E 1 0 0 . 0 0 ' 37.00' S8 9 ° 4 4 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' 81 . 0 0 ' 43.00' 19 . 0 0 ' N0°15'30"W 43.00' N8 9 ° 4 4 ' 3 0 " E 1 0 0 . 0 0 ' L =12.5 0 ' S00°15'30"E 53.24' S 4 4 ° 4 5 ' 4 4 " W 2 8 . 2 7 ' L=42.93' S16°46'5 5 " E 2 8 . 8 2 ' L10 5 9. 0 2 ' C45 190.35' S 4 9 ° 5 1 ' 0 3 " W 5 1 . 3 1 ' C4 2 N6 0 ° 4 1 ' 0 2 " W 3 9 4 . 0 7 ' 48.71' N 4 4 ° 4 4 ' 3 0 " E 4 2 . 4 3 ' N8 9 ° 4 4 ' 3 0 " E 1 5 6 . 0 0 ' S45 ° 1 5 ' 3 0 " E 4 2 . 4 3 ' 20.00' C41 L11 0 N 7 3 ° 1 3 ' 0 5 " E 3 1 . 2 0 ' L11 1 C4 4 S42 ° 4 7 ' 4 1 " E 4 4 . 2 1 ' 27.27' 20.00' N 4 4 ° 4 4 ' 3 0 " E 4 2 . 4 3 ' C 43 L1 1 2 N00°15'30"W 547.70' C 4 6 N00°15'30"W 471.87' C40 N2 7 ° 0 7 ' 1 2 " E 5 8 . 3 0 ' N2 9 ° 1 8 ' 5 8 " E 3 5 4 . 9 5 ' N8 9 ° 4 4 ' 3 0 " E 7 5 6 . 0 2 ' N00°15'30"W 499.71' N00°15'30"W 543.69' N00°15'30"W 397.88' 16 ' R/ W 16 ' R/ W 16' R/ W 16' R/ W 12 ' 12 ' 12 ' 12 ' 12'12' 12'12' 12 ' 12 ' 16 ' R/W 16 ' R/W 89.25' 46 . 0 6 ' 1' V N A E 1' V N A E 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' V N A E 1' V N A E N8 9 ° 4 4 ' 3 0 " E 1 0 0 . 0 0 ' N8 9 ° 4 4 ' 3 0 " E 1 0 0 . 0 0 ' S8 9 ° 4 4 ' 3 0 " W 1 0 0 . 0 0 ' S8 9 ° 4 4 ' 3 0 " W 1 0 0 . 0 0 ' N00°15'30"W 185.00' N00°15'30"W 148.00' N8 9 ° 4 4 ' 3 0 " E 1 0 0 . 0 0 ' L106 L113 33.8 0 ' 4 5 . 7 7 ' 30.33' L10 4 L114 L16 7 L1 1 5 30.42' 28.13' L1 6 8 1' V N A E 5' P U F E 5' P U F E 3 3 ' S V T CAVE SPRING TRAIL MI L L R U N TRACT AY WE L C O M E W A Y BLACKMESA TRAIL TRACT AZ 5' PUFE 5' PUFE TRACT AW TRACT AW TRACT AX 13' P U F E 13' P U F E 13 ' P U F E 5' P U F E 5' P U F E 5' P U F E CA N Y O N T R A I L TR A C T A W 5' P U F E 5' P U F E 5' P U F E 5' P U F E 1' VNAE C39 N00°15'30"W 281.27' N6 0 ° 4 1 ' 0 2 " W 1 2 0 . 6 1 ' 12 ' 12 ' 12 ' 12 ' 59 . 9 3 ' 19 2 . 0 1 ' N6 0 ° 4 1 ' 0 2 " W 9 6 8 . 0 7 ' 102.00' S8 9 ° 4 4 ' 3 0 " W 1 0 0 . 0 0 ' N00°15'30"W 111.00' N00°15'30"W 111.00' S8 9 ° 4 4 ' 3 0 " W 1 0 0 . 0 0 ' 20 0 . 0 0 ' 13 8 . 0 2 ' N8 9 ° 4 4 ' 3 0 " E 3 3 8 . 0 2 ' N8 9 ° 4 4 ' 3 0 " E 2 9 6 . 0 0 ' N8 9 ° 4 4 ' 3 0 " E 2 9 6 . 0 0 ' 12 ' N2 9 ° 1 8 ' 5 8 " E 1 8 5 . 0 0 ' N6 0 ° 4 1 ' 0 2 " W 1 0 0 . 0 0 ' N6 0 ° 4 1 ' 0 2 " W 1 0 0 . 0 0 ' 1' V N A E 1' V N A E 1' V N A E 19 6 . 0 7 ' TRACT AZ BLACKJACK TRAIL 5' P U F E 5' P U F E 3 3 ' S V T 33' SVT TR A C T A Z 1' V N A E N00°15'30"W 100.00' TR A C T B C N0°15'30"W 245.26' 33 ' S V T 32.53' 1' VNAE 32.5 3 ' 32.53' 38 0 . 0 2 ' 1' V N A E 1' V N A E S00°15'30"E 507.36' 427.86' 93. 9 5 ' TR A C T A W N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 3611 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) SHEET 12 SH E E T 1 6 SH E E T 1 5 SHEET 10 SH E E T 7 SH E E T 6 SH E E T 1 0 SH E E T 1 6 SHEET 12 SH E E T 1 6 SH E E T 6 SH E E T 7 SH E E T 1 5 07 - 0 5 - 2 2 541 600 601 602 597 596 603 599 598 535 544 538 539 532 533 543 537 540 531 534 530 536 542 511 517 512 523 518 19.00'81.00' 36 . 0 0 ' 9.90 ' N89°44'30"E 93.00' S0 ° 1 5 ' 3 0 " E 4 3 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' 81.00' 37 . 0 0 ' 19.00' S0 ° 1 5 ' 3 0 " E 4 3 . 0 0 ' S89°44'30"W 100.00' 43 . 0 0 ' S0 ° 1 5 ' 3 0 " E 4 3 . 0 0 ' 19.00'81.00' 43 . 0 0 ' N89°44'30"E 100.00' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 52.00' 4. 2 4 ' N0 ° 1 5 ' 3 0 " W 5 7 . 0 0 ' 55.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 55.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' S0 ° 1 5 ' 3 0 " E 7 0 . 0 0 ' S89°44'30"W 32.00' L1 2 8 23.00' 55.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 23.00' L1 3 0 S89°44'30"W 32.00' 55.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 57 . 0 0 ' 4.24 '52.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 55.00'23.00' L1 2 7 S0 ° 1 5 ' 3 0 " E 7 0 . 0 0 ' 55.00' L1 2 9 23.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' S0 ° 1 5 ' 3 0 " E 7 0 . 0 0 ' S89°44'30"W 32.00' L1 2 2 23.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 23.00' L1 2 4 S89°44'30"W 32.00' 55.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 52.00' 4. 2 4 ' 57 . 0 0 ' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 57 . 0 0 ' 4.24 '52.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 55.00'23.00' L1 2 1 S0 ° 1 5 ' 3 0 " E 7 0 . 0 0 ' 55.00' L1 2 3 23.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 23.00' L7 2 N0 ° 1 5 ' 3 0 " W 7 0 . 0 0 ' L7 0 23.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 55.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 52.00' 4. 2 4 ' 57 . 0 0 ' 80 . 0 0 ' N44 ° 4 4 ' 3 0 " E 2 8 . 2 8 ' N 4 5 ° 1 5 ' 3 0 " W 2 8 . 2 8 ' 80 . 0 0 ' N44 ° 4 4 ' 3 1 " E 2 8 . 2 8 ' N 4 5 ° 1 5 ' 3 0 " W 2 8 . 2 8 ' N 4 5 ° 1 5 ' 3 0 " W 2 8 . 2 8 ' 37 . 0 0 ' N44 ° 4 4 ' 3 0 " E 2 8 . 2 8 ' N89°44'30"E 324.00' 20 . 0 0 ' N44 ° 4 4 ' 3 0 " E 4 2 . 4 3 ' N89°44'30"E 66.02' S 4 5 ° 1 5 ' 3 0 " E 4 2 . 4 3 ' S0 ° 1 5 ' 3 0 " E 4 5 9 . 4 7 ' N89°44'30"E 166.00' N89°44'30"E 166.00' N0 0 ° 1 5 ' 3 0 " W 4 8 6 . 9 8 ' N0 0 ° 1 5 ' 3 0 " W 3 9 7 . 8 8 ' N0 0 ° 1 5 ' 3 0 " W 4 1 4 . 9 9 ' 12 ' 12 ' 12' 16 ' R/ W 16 ' R/ W 16' R/W 16' R/W 10 ' 10 ' 10 ' 10 ' 10 ' 14 0 . 0 0 ' 14 0 . 0 0 ' 10 3 . 0 0 ' 1' VNAE 1' VNAE 1' VNAE1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE N89°44'30"E 100.00' N89°44'30"E 100.00' 14 0 . 0 0 ' 60 . 0 0 ' 28.13' L116 L117 2 5 . 3 6 ' 32 . 0 7 ' L131 L 1 1 9 L1 2 0 L 1 2 5 L1 2 6 N89°44'30"E 130.00' N89°44'30"E 330.00' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 130.00' TH U N D E R M O U N T A I N T R A I L 5' PUFE TH U N D E R M O U N T A I N T R A I L TRACT AS TRACT AU TRACT BA 13 ' P U F E 13' PUFE 13' PUFE TR A C T A R TR A C T A T TRACT AJ TRACT AK TRACT AM 13' PUFE 13' PUFE 5' P U F E 20 ' P U F E 20 ' P U F E 33' S V T 12' 12' N0 0 ° 1 5 ' 3 0 " W 1 1 1 . 0 0 ' N89°44'30"E 100.00' 60 . 0 0 ' 60 . 0 0 ' N89°44'30"E 330.00' N89°44'30"E 330.00' 16' R/W 16' R/W N0 0 ° 1 5 ' 3 0 " W 4 8 6 . 9 8 ' N0 0 ° 1 5 ' 3 0 " W 4 5 9 . 4 7 ' 10 3 . 0 0 ' 5' PUFE 33' SVT 33' SVT N0 0 ° 1 5 ' 3 0 " W 1 1 4 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 1 4 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 1 1 . 0 0 ' 40 5 . 4 7 ' 42 . 0 0 ' 2 4 . 0 4 ' 24 . 0 4 ' 2 4 . 0 4 ' 24.0 4 ' 2 4 . 0 4 ' 32.5 3 ' N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 3612 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) SH E E T 1 1 SHEET 17 SH E E T 1 3 SHEET 7 SHEET 8 SH E E T 1 1 SHEET 17 SH E E T 1 3 SHEET 7 SHEET 8 07 - 0 5 - 2 2 522 516 510 514513 520519 509 515 521 508 502 503 497 507 501 504 498 500 506 499 505 S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 23.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 55.00' S0 ° 1 5 ' 3 0 " E 5 7 . 0 0 ' 4.24 ' 52.00' 55.00' 23.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 52.00'4.24' 57 . 0 0 ' 55.00' 57 . 0 0 ' 4.2 4 ' 52.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 23.00' 23.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 52.00'4. 2 4 ' 57 . 0 0 ' 55.00' 57 . 0 0 ' 4.24 ' 52.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 55.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 23.00' 52.00'4.24' N0 ° 1 5 ' 3 0 " W 5 7 . 0 0 ' 55.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 55.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 23.00' 56.97' S0 ° 1 5 ' 3 0 " E 7 0 . 0 0 ' S89°44'30"W 33.97' L1 3 9 S89°44'30"W 34.00' N0 ° 1 5 ' 3 0 " W 7 0 . 0 0 ' 56.97' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 23.00' L1 4 0 55.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 55.00' 4.24 '52.00' 55.00' 57 . 0 0 ' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 52.00' 4. 2 4 ' 57 . 0 0 ' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' S89°44'30"W 33.97' L1 4 3 23.00' S0 ° 1 5 ' 3 0 " E 7 0 . 0 0 ' S89°44'30"W 34.00' 55.00' N0 ° 1 5 ' 3 0 " W 5 7 . 1 3 ' 4.15 '52.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 55.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 56.97' 23.00' L1 4 4 S0 ° 1 5 ' 3 0 " E 7 0 . 0 0 ' N0 ° 1 5 ' 3 0 " W 1 4 0 . 0 0 ' 12 1 . 2 7 ' N3 ° 3 3 ' 2 1 " E 7 5 . 1 7 ' N45 ° 5 8 ' 5 4 " E 2 8 . 8 9 ' 80 . 0 0 ' N44 ° 4 4 ' 3 0 " E 2 8 . 2 8 ' N 4 5 ° 1 5 ' 3 0 " W 2 8 . 2 8 ' S 4 5 ° 1 5 ' 3 0 " E 2 8 . 2 8 ' 80 . 0 0 ' S44 ° 4 4 ' 3 0 " W 2 8 . 2 8 ' S 4 5 ° 1 5 ' 3 0 " E 2 8 . 2 8 ' 80 . 0 0 ' S44 ° 4 4 ' 3 0 " W 2 8 . 2 8 ' 37 . 0 0 ' S44 ° 4 4 ' 3 0 " W 2 8 . 2 8 ' S 4 5 ° 1 5 ' 3 0 " E 2 8 . 2 8 ' N 4 5 ° 1 5 ' 3 0 " W 2 8 . 2 8 ' 37 . 0 0 ' N44 ° 4 4 ' 3 0 " E 2 8 . 2 8 ' N0 0 ° 1 5 ' 3 0 " W 8 7 6 . 2 6 ' N0 0 ° 1 5 ' 3 0 " W 4 1 2 . 7 6 ' N0 0 ° 1 5 ' 3 0 " W 2 2 4 . 0 0 ' 16' R/W 16' R/W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16' R/W 16' R/W 10 ' 10 ' 10 ' 10 ' 10 ' 10 ' 10 ' 10 ' 10 ' 11' R/W N89°44'30"E 166.00'N89°44'30"E 166.03' N89°44'30"E 166.03'N89°44'30"E 166.00' 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' VNAE 1' VNAE 1' VNAE 1' VNAE L1 4 5 L 1 3 3 L1 3 2 L1 3 4 L 1 3 5 L1 4 1 L 1 4 2 L 1 3 8 L1 3 7 30.48'33.44' L1 3 6 N89°44'30"E 130.00' N89°44'30"E 330.00' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 130.00' 14 0 . 0 0 ' 14 0 . 0 0 ' 10 3 . 0 0 ' 14 0 . 0 0 ' TRACT AK TRACT AM TRACT AJ 13 ' P U F E TRACT AK GI D I Y U P T R A I L TRACT AM TRACT AG TRACT AI TRACT AA 13 ' P U F E 13' PUFE 13' PUFE TRACT H TR A C T A H TR A C T A L TR A C T A N 13' PUFE 13' PUFE 13' PUFE 13' PUFE 33' S V T 3 3 ' S V T N89°44'30"E 330.00' N89°44'30"E 330.00' N89°44'30"E 327.98' 1' V N A E N89°44'30"E 333.98' 60 . 0 0 ' 60 . 0 0 ' 60 . 0 0 ' 47 . 0 0 ' N89°44'30"E 333.98' N89°44'30"E 333.98' N89°44'30"E 324.00' 10 3 . 0 0 ' 16' R/W N0 0 ° 1 5 ' 3 0 " W 1 1 4 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 1 4 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 1 4 . 0 0 ' 60 . 0 0 ' 24.0 4 ' 24.0 4 ' 2 4 . 0 4 ' 24.0 4 ' 2 4 . 0 4 ' 24.7 4 ' 24.04' 24.0 4 ' 2 4 . 0 4 ' 70 . 0 0 ' 62 . 1 6 ' 13.01' N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 3613 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) SHEET 18 SH E E T 1 2 SHEET 8 SHEET 9 SH E E T 1 4 SHEET 8 SHEET 9 SH E E T 1 4 SHEET 18 SH E E T 1 2 07 - 0 5 - 2 2 478 474 475 470 471 473 476 477 469 472 481 482 492 480 487 484 493 488 479 486 483 490489 485 491 N0 ° 1 5 ' 3 0 " W 1 0 4 8 . 1 9 ' 52.00' 4. 2 4 ' N0 ° 1 5 ' 3 0 " W 5 7 . 0 0 ' 55.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' L1 5 6 23.00' 55.00' 70 . 0 0 ' S89°44'30"W 32.00' S0 ° 1 5 ' 3 0 " E 7 0 . 0 0 ' S89°44'30"W 33.97' 23.00' L1 5 3 S89°44'30"W 34.00' 57.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 55.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 52.00' 55.00' S0 ° 1 5 ' 3 0 " E 5 7 . 0 0 ' 4.24 ' 4. 2 4 ' 57 . 0 0 ' 55.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 52.00' 55.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 55.00' 57.00' N0 ° 1 5 ' 3 0 " W 7 0 . 0 0 ' L1 5 2 23.00' S89°44'30"W 33.97' S0 ° 1 5 ' 3 0 " E 7 0 . 0 0 ' S89°44'30"W 34.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 23.00' L1 4 9 S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 57 . 0 0 ' 4.24 ' 52.00' S0 ° 1 5 ' 3 0 " E 7 0 . 0 0 ' 57.00' L1 4 8 23.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 55.00' 55.00'4. 2 4 ' 57 . 0 0 ' 55.00' 52.00' 57 . 0 0 ' 4.24 ' 52.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 55.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' N0 ° 1 5 ' 3 0 " W 1 4 0 . 0 0 ' 23.00' L9 0 N89°44'30"E 32.00' 23.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 55.00' 70 . 0 0 ' L9 5 52.00' 4. 2 4 ' 57 . 0 0 ' 55.00' 52.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 57 . 0 0 ' 4.24 ' 23.00' L1 6 1 N89°44'30"E 32.00' 70 . 0 0 ' 23.00' N0 ° 1 5 ' 3 0 " W 6 0 . 0 0 ' 55.00' 70 . 0 0 ' L1 6 0 52.00' 4. 2 4 ' 57 . 0 0 ' 55.00' 52.00' S0 ° 1 5 ' 3 0 " E 6 0 . 0 0 ' 57 . 0 0 ' 4.24 ' L1 5 7 70 . 0 0 ' 23.00' N 4 5 ° 1 5 ' 3 0 " W 2 8 . 2 8 ' 37 . 0 0 ' 80 . 0 0 ' S44 ° 4 4 ' 3 0 " W 2 8 . 2 8 ' S 4 5 ° 1 5 ' 3 0 " E 2 8 . 2 8 ' N 4 5 ° 1 5 ' 3 0 " W 2 8 . 2 8 ' 80 . 0 0 ' N44 ° 4 4 ' 3 0 " E 2 8 . 2 8 ' N44 ° 4 4 ' 3 0 " E 2 8 . 2 8 ' N 4 5 ° 1 5 ' 3 0 " W 2 8 . 2 8 ' 80 . 0 0 ' 80 . 0 0 ' S44 ° 4 4 ' 3 0 " W 2 8 . 2 8 ' S 4 5 ° 1 5 ' 3 0 " E 2 8 . 2 8 ' 37 . 0 0 ' S44 ° 4 4 ' 3 0 " W 2 8 . 2 8 ' N89°44'30"E 327.98' S 4 5 ° 1 5 ' 3 0 " E 2 8 . 2 8 ' N0 0 ° 1 5 ' 3 0 " W 4 1 3 . 0 4 ' N0 0 ° 1 5 ' 3 0 " W 4 5 7 . 5 6 ' 16 ' R/ W 16 ' R/ W 10 ' 10 ' 10 ' 10 ' 10 ' 10 ' 10 ' 10 ' 10 ' 10 ' 32' 32' 16' R/W 16' R/W 10 3 . 0 0 ' 14 0 . 0 0 ' 14 0 . 0 0 ' N89°44'30"E 166.00'N89°44'30"E 111.00' N89°44'30"E 166.00'N89°44'30"E 111.00' N89°44'30"E 166.00'N89°44'30"E 111.00' 1' VNAE 1' VNAE 1' V N A E 1' VNAE 1' VNAE 60 . 0 0 ' 60 . 0 0 ' 3 3 . 4 4 ' L1 5 4 L 1 5 5 L1 5 8 L 1 5 9 L 1 5 1 L1 5 0 L1 6 2 L 1 6 3 L1 4 6 L 1 4 7 N89°44'30"E 333.98' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 130.00' N89°44'30"E 130.00'N89°44'30"E 75.00' N89°44'30"E 75.00' 13' PUFE13' PUFE TR A C T W TR A C T A E TRACT AA 13 ' P U F E TRACT G 17' PUFE ID A H O R O A D ( A L I G N M E N T ) TRACT AB TRACT AD TRACT X TRACT Z TR A C T Y TR A C T A C 13' PUFE 13' PUFE 13' PUFE 13' PUFE FL U M E T R A I L FL U M E T R A I L N0 0 ° 1 5 ' 3 0 " W 2 6 4 1 . 5 3 ' 14 0 . 0 0 ' 1' V N A E 1' V N A E 1' VNAE 1' VNAE 1' VNAE 1' VNAE1' VNAE 1' VNAE 1' VNAE 1' VNAE N89°44'30"E 110.00'N89°44'30"E 333.98' N89°44'30"E 333.98'S89°44'30"W 110.00' 60 . 0 0 ' 60 . 0 0 ' N89°44'30"E 75.00' N89°44'30"E 75.00' N89°44'30"E 75.00' N0 0 ° 1 5 ' 3 0 " W 1 1 2 4 . 3 1 ' N0 0 ° 1 5 ' 3 0 " W 4 2 0 . 0 0 ' 10 3 . 0 0 ' 16' R/W 16' R/W 17' PUFE UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 7 0 6 0 N0 0 ° 1 5 ' 3 0 " W 1 1 4 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 1 4 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 1 4 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 1 4 . 0 0 ' N89°44'30"E 110.00' 3 3 ' S V T 24.04' 24.0 4 ' 2 4 . 0 4 ' 24.0 4 ' 2 4 . 0 4 ' 24.0 4 ' 24.04' 24.0 4 ' 2 4 . 0 4 ' 24.0 4 ' 70 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 4 1 3 . 0 4 ' N0 0 ° 1 5 ' 3 0 " W 4 5 7 . 5 6 ' N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 3614 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) SH E E T 1 3 SHEET 19 SHEET 9 SH E E T 1 3 SHEET 19 SHEET 9 07 - 0 5 - 2 2 551 550549548547546 545 558 559560561562563 564 43.00' 81 . 0 0 ' 19 . 0 0 ' N29°18'58"E 43.00' S6 0 ° 4 1 ' 0 2 " E 1 0 0 . 0 0 ' 37.00' N6 0 ° 4 1 ' 0 2 " W 8 1 . 0 0 ' 37.00' 37.00' N6 0 ° 4 1 ' 0 2 " W 8 1 . 0 0 ' 37.00' 37.00' N6 0 ° 4 1 ' 0 2 " W 8 1 . 0 0 ' 37.00' 37.00' N6 0 ° 4 1 ' 0 2 " W 8 1 . 0 0 ' 37.00' 37.00' 81 . 0 0 ' 37.00' 33.00' 14.14' N6 0 ° 4 1 ' 0 2 " W 9 0 . 0 0 ' N29°18'58"E 43.00' 19 . 0 0 ' 43.00' S6 0 ° 4 1 ' 0 2 " E 1 0 0 . 0 0 ' S29°18'58"W 43.00' 19 . 0 0 ' 81 . 0 0 ' 37.00' 37.00' N6 0 ° 4 1 ' 0 2 " W 8 1 . 0 0 ' 37.00' 37.00' N6 0 ° 4 1 ' 0 2 " W 8 1 . 0 0 ' 37.00' 37.00' N6 0 ° 4 1 ' 0 2 " W 8 1 . 0 0 ' 37.00' 37.00' N6 0 ° 4 1 ' 0 2 " W 8 1 . 0 0 ' 37.00' 37.00' 81 . 0 0 ' 33.00' 19 . 0 0 ' S29°18'58"W 43.00' N6 0 ° 4 1 ' 0 2 " W 9 0 . 0 0 ' 14.14' 60 . 6 8 ' N74°18'58"E 28.28' 60 . 0 0 ' S1 5 ° 4 1 ' 0 2 " E 2 8 . 2 8 ' 60 . 0 0 ' L100 S74°18'58"W 42.43' N6 0 ° 4 1 ' 0 2 " W 3 9 4 . 0 7 ' L1 6 4 N1 5 ° 4 1 ' 0 2 " W 4 2 . 4 3 ' N6 0 ° 4 1 ' 0 2 " W 9 6 8 . 0 7 ' N29°18'58"E 761.48' N29°18'58"E 354.95' 16 ' R/ W 16 ' R/ W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 12 ' 12 ' 16 ' R/ W 16 ' R/ W 19 2 . 0 1 ' 19 2 . 0 0 ' L1 6 7 L 1 0 3 34.58' 30.98' 30 . 4 8 ' L1 0 2 L 1 6 6 32.99' L1 6 5 L 1 0 1 33.88' 30.48' L168 13' PUFE 13' PUFE CANYON TRAIL 5' P U F E 5' P U F E TR A C T A W TR A C T A W TRACT AV 13' PUFE 13' PUFE 13 ' P U F E 1' V N A E 5' P U F E 5' P U F E 1' V N A E N6 0 ° 4 1 ' 0 2 " W 1 2 0 . 0 0 ' N6 0 ° 4 1 ' 0 2 " W 1 2 0 . 6 1 ' N29°18'58"E 548.38' 442.95'139.72' 12 ' 12 ' 43.38' N29°18'58"E 528.92' N29°18'58"E 185.00' N29°18'58"E 185.00' N6 0 ° 4 1 ' 0 2 " W 1 0 0 . 0 0 ' N6 0 ° 4 1 ' 0 2 " W 1 0 0 . 0 0 ' N6 0 ° 4 1 ' 0 2 " W 1 0 0 . 0 0 ' N6 0 ° 4 1 ' 0 2 " W 1 0 0 . 0 0 ' 1' V N A E 1' V N A E 1' VNAE 1' VNAE 1' VNAE 1' VNAE 19 2 . 0 0 ' WE L C O M E W A Y 84 . 0 0 ' 11 4 . 0 0 ' 19 6 . 0 7 ' 33' S V T 33' SVT 33' SVT 33 ' S V T TRACT BC 93.95' TRACT AW 28.28' 28 . 2 8 ' N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 3615 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) SHEET 21 SH E E T 1 6 SHEET 11 SH E E T 1 0 SHEET 20 SHEET 11 SH E E T 1 6 SHEET 21 SH E E T 2 0 SH E E T 1 0 07 - 0 5 - 2 2 19 666 606 607 608 609 657 656 655 654 653 652 650 651 15 17 18 16 552 553 554 555 556 557 658 659 660 661 662 665 664 663 52.00 ' 52.00 ' N0°1 5 ' 3 0 " W 1 2 5 . 8 9 ' N 1 0 ° 3 1 ' 3 4 " E 1 3 1 . 3 3 ' 3.25' L =7 2 .2 8 ' N 2 2 ° 0 1 ' 4 7 " E 1 3 0 . 9 0 ' L =7 7 .1 0 ' N2 9 ° 1 8 ' 5 8 " E 1 2 5 . 0 0 ' L =4 8 .8 3 '19.06' N2 9 ° 1 8 ' 5 8 " E 1 2 5 . 0 0 ' 52.00' L199 10 5 . 0 0 ' 51.74' 1 9 . 0 0 ' N89°4 4 ' 3 0 " E 4 3 . 0 0 ' 8 1 . 0 0 ' 37.00 ' S 0 ° 1 5 ' 3 0 " E 8 1 . 0 0 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' 37.00 ' 37.00 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' 37.00 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' 37.00 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' 37.00 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' 37.00 ' 8 1 . 0 0 ' 37.00 ' 37.00 ' 37.00 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' N 0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00 ' 37.00 ' 1 9 . 0 0 ' N89°4 4 ' 3 0 " E 4 3 . 0 0 ' 23.63 ' 8 1 . 0 0 ' 1 9 . 0 0 ' S89°4 4 ' 3 0 " W 4 3 . 0 0 ' N 0 ° 1 5 ' 3 0 " W 1 0 1 . 6 9 ' L =1 9 .4 7 ' 37.00 ' 37.00 ' 1 9 . 0 0 ' 43.00 ' N 0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' N89°4 4 ' 3 0 " E 4 3 . 0 0 ' 33 . 5 4 ' 81.00'19.00' N2 9 ° 1 8 ' 5 8 " E 4 3 . 0 0 ' S60°41'02"E 90.37' 13.50' 37 . 0 0 ' N60°41'02"W 81.00' 37 . 0 0 ' 37 . 0 0 ' N60°41'02"W 81.00' 37 . 0 0 ' 37 . 0 0 ' N60°41'02"W 81.00' 37 . 0 0 ' 37 . 0 0 ' 81.00' 37 . 0 0 ' 43 . 0 0 ' N60°41'02"W 100.00' N2 9 ° 1 8 ' 5 8 " E 4 3 . 0 0 ' 19.00' L1 7 1 S60°41'02"E 122.80' S 1 6 ° 1 2 ' 0 1 " E 4 2 . 0 4 ' 43 . 3 8 ' 93 . 9 5 ' N74 ° 1 3 ' 1 2 " E 4 2 . 5 0 ' C49 17.63 ' C47 N 1 5 ° 4 8 ' 2 2 " W 4 2 . 3 4 ' N2 9 ° 1 8 ' 5 8 " E 9 6 . 8 9 ' N70 ° 2 0 ' 1 1 " E 3 7 . 7 2 ' C50 C 5 1 N2 9 ° 1 8 ' 5 8 " E 2 1 0 . 0 0 ' N2 9 ° 1 8 ' 5 8 " E 5 2 8 . 9 2 ' N89°4 4 ' 3 0 " E 7 1 7 . 6 3 ' 1 6 ' R / W 1 6 ' R / W 16' R/W 16' R/W 1 2 ' 1 2 ' 1 2 ' 1 2 ' 12'12' 12'12' 12'12' 16 ' R/ W 16 ' R/ W 1 6 ' R / W 1 6 ' R / W 158.80' 29.7 2 ' 3 9 . 7 3 ' L 1 6 9 50. 0 0 ' 30.63' L172 24.57' L1 7 0 35.15' L 2 2 4 5 ' P U F E T R A C T A W 1 ' V N A E 5 ' P U F E 33' S V T 3 3 ' S V T CA N Y O N T R A I L TRAC T B C FLAT I R O N W A Y 1 ' V N A E 1 ' V N A E 5 ' P U F E 5 ' P U F E 5 ' P U F E 5 ' P U F E 1' VNAE 1' VNAE 1 ' V N A E N89°4 4 ' 3 0 " E 3 3 8 . 0 2 ' N89°4 4 ' 3 0 " E 2 9 6 . 0 0 ' N89°4 4 ' 3 0 " E 2 9 6 . 0 0 ' N89°4 4 ' 3 0 " E 2 9 6 . 0 0 ' 44 2 . 9 5 ' 12'12' L =7 0 .2 9 ' L =1 4 4 .4 3 ' C52 C 4 8 L =3 3 .6 0 ' L =3 3 .2 4 'L =1 7 3 .2 3 ' N89°4 4 ' 3 0 " E 1 1 4 3 . 2 1 ' 514.2 7 ' N89°4 4 ' 3 0 " E 5 5 3 . 2 7 ' N89°4 4 ' 3 0 " E 4 7 8 . 2 7 ' N60°41'02"W 122.80' N60°41'02"W 696.81' N2 9 ° 1 8 ' 5 8 " E 7 6 1 . 4 8 ' N60°41'02"W 37.26' N89°4 4 ' 3 0 " E 1 1 6 3 . 6 0 ' N89°4 4 ' 3 0 " E 2 5 9 . 0 0 ' N89°4 4 ' 3 0 " E 7 1 7 . 6 3 ' S 0 0 ° 1 5 ' 3 0 " E 1 0 0 . 0 0 ' N 0 0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' N 0 0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' 17 8 . 8 1 ' 1 3 ' P U F E 13 ' P U F E 5' PUFE 5' PUFE 5' PUFE 5' PUFE 13' PUFE 763.6 3 ' 1' VN A E 1' VN A E 1' V N A E 1' V N A E N2 9 ° 1 8 ' 5 8 " E 3 5 4 . 9 5 ' TRACT AW TRACT BB TRACT AV 1 2 ' 1 2 ' 1 2 ' 1 2 ' N89°4 4 ' 3 0 " E 2 5 9 . 0 0 ' TRAC T B B 158.80' 16 ' R/ W 16 ' R/ W 1 6 ' R / W 1 6 ' R / W N 0 0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' TR A C T B C 114.00'8.80' BESS E M E R W A Y N2 9 ° 1 8 ' 5 8 " E 1 4 8 . 0 0 ' 33' SVT 33' SVT 33' SVT 33' SVT C52 1 ' V N A E N60°41'02"W 100.00' N60°41'02"W 100.00' 2 8 . 5 4 ' 13 ' P U F E Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 3616 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) S H E E T 1 7 SH E E T 1 1 SHEET 15 SH E E T 2 1 SHEET 22 S H E E T 1 7 SHEE T 1 1 SHEET 15 SH E E T 2 1 SHEET 22 SHEET 23 SHEE T 2 3 N S H E E T 2 3 07 - 0 5 - 2 2 666 613 612611 648 649650 671665664 667 668 669 670 647 646 645 644 643 672 642 614 615 616 617 618 619 N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' 81 . 0 0 ' N89°44'30"E 43.00' 19 . 0 0 ' 43.00' N0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' 19 . 0 0 ' S89°44'30"W 43.00' N0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' 43.00' 81 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' 81 . 0 0 ' 37.00' 37.00' 19 . 0 0 ' 43.00' N0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' N89°44'30"E 43.00' 19 . 0 0 ' N89°44'30"E 43.00' S0 ° 1 5 ' 3 0 " E 1 0 0 . 0 0 ' 43.00' 81 . 0 0 ' 43.00' S0 ° 1 5 ' 3 0 " E 1 0 0 . 0 0 ' S89°44'30"W 43.00' 19 . 0 0 ' 81 . 0 0 ' 19 . 0 0 ' N89°44'30"E 43.00' S0 ° 1 5 ' 3 0 " E 1 0 0 . 0 0 ' 43.00' 81 . 0 0 ' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' 37.00' S0 ° 1 5 ' 3 0 " E 8 1 . 0 0 ' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N89°44'30"E 93.00' S0 ° 1 5 ' 3 0 " E 4 3 . 0 0 ' N0 ° 1 5 ' 3 0 " W 5 7 . 0 0 ' 55.00'55.00'55.00'55.00' 20.00' 20.00' 20.00' N89°44'30"E 553.27' N44 ° 4 4 ' 3 0 " E 2 8 . 2 8 ' N89°44'30"E 324.00' N44 ° 4 4 ' 3 0 " E 4 2 . 4 3 ' N89°44'30"E 66.02' S 4 5 ° 1 5 ' 3 0 " E 4 2 . 4 3 ' N89°44'30"E 795.98' 16 ' R/ W 12 ' 12 ' 12 ' 12 ' 12 ' 12 ' 16 ' R/ W 11 ' R/ W 16 ' R/ W 11 ' R/ W 396.00' 763.63' 1' VNAE 1' V N A E 1' V N A E 28.13' L116 L117 2 5 . 3 6 ' 32.0 7 ' L131 N89°44'30"E 330.00' 13 ' P U F E TRACT AJ 5' P U F E 33' S V T MILL RUN TRACT AWTRACT AW TRACT BB TRACT BC 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E 5' P U F E 5' P U F E 5' P U F E 5' P U F E 5' P U F E 5' P U F E 13 ' P U F E 1' V N A E 138.02' N89°44'30"E 296.00' N89°44'30"E 296.00' S0 0 ° 1 5 ' 3 0 " E 1 0 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' 763.63' 1' VNAE1' VNAE 1' VNAE1' VNAE 1' VNAE1' VNAE 12 ' 12 ' 12 ' 12 ' 16' R/W 16' R/W N89°44'30"E 259.00'N89°44'30"E 259.00' N89°44'30"E 717.63' N89°44'30"E 1163.60' N89°44'30"E 717.63' N89°44'30"E 259.00' N89°44'30"E 259.00' N0 0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' N89°44'30"E 756.02' N89°44'30"E 338.02'L118 N0 0 ° 1 5 ' 3 0 " W 4 8 6 . 9 8 ' N0 0 ° 1 5 ' 3 0 " W 4 5 9 . 4 7 ' 10 3 . 0 0 ' TRACT BB 5' P U F E 5' P U F E 16 ' R/ W 33' SVT 33' SVT BESSEMER WAY TRACT AZ 42 . 0 0 ' 12 . 0 0 ' 32.5 3 ' 376.00'380.02' N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 3617 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SHEET 23 LEGEND (SEE SHEET 2)SHEET 12 SH E E T 1 1 SH E E T 1 6 SH E E T 1 8 SHEET 12 SH E E T 1 8 SH E E T 1 1 SH E E T 1 6 SHEET 23 07 - 0 5 - 2 2 626624625 677 678 679 676 637 636 635 638 623 673 675 641 620 674 640 621 639 622 N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' 81 . 0 0 ' 37.00' 0.02' N0 ° 1 5 ' 3 0 " W 9 9 . 9 9 ' N89°44'30"E 43.00' 19 . 0 0 ' 42.99' 42.99' 81 . 0 0 ' 19 . 0 0 ' S89°44'30"W 43.00' N0 ° 1 5 ' 3 0 " W 9 9 . 9 9 ' 0.02' 37.00' S0 ° 1 5 ' 3 0 " E 8 1 . 0 0 ' 37.00' 37.00' S0 ° 1 5 ' 3 0 " E 8 1 . 0 0 ' 37.00' 37.00' S0 ° 1 5 ' 3 0 " E 8 1 . 0 0 ' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' 81 . 0 0 ' N89°44'30"E 43.00' 19 . 0 0 ' 43.00' N0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' 33.00' 81 . 0 0 ' 19 . 0 0 ' N89°44'30"E 43.00' S0 ° 1 5 ' 3 0 " E 9 0 . 0 0 ' 14.14' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' S0 ° 1 5 ' 3 0 " E 8 1 . 0 0 ' 37.00' 37.00' 81 . 0 0 ' 37.00' 33.00' 14.14' S0 ° 1 5 ' 3 0 " E 9 0 . 0 0 ' S89°44'30"W 43.00' 19 . 0 0 ' N89°44'30"E 43.00' S0 ° 1 5 ' 3 0 " E 1 0 0 . 0 0 ' 43.00' 81 . 0 0 ' 19 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 55.00'55.00'55.00'55.00'56.97' 16 6 . 0 0 ' S44 ° 4 4 ' 3 0 " W 2 8 . 2 8 ' S 4 5 ° 1 5 ' 3 0 " E 4 2 . 4 3 ' 72 . 0 0 ' S44 ° 4 4 ' 3 0 " W 4 2 . 4 3 ' L 1 7 4 9.99' N 4 5 ° 1 5 ' 3 0 " W 2 8 . 2 8 ' 16 6 . 0 0 ' N44 ° 4 4 ' 3 0 " E 4 2 . 4 3 ' S 4 5 ° 1 5 ' 3 0 " E 2 8 . 2 8 ' N44 ° 4 4 ' 3 0 " E 2 8 . 2 8 ' N 4 5 ° 1 5 ' 3 0 " W 4 2 . 4 3 ' 72 . 0 0 ' L18 0 N89°44'30"E 795.98' N0 0 ° 1 5 ' 3 0 " W 8 7 6 . 2 6 ' N0 0 ° 1 5 ' 3 0 " W 3 2 2 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 3 2 2 . 0 0 ' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16' R/W 16' R/W 16' R/W 16' R/W 12 ' 12 ' 12 ' 12 ' 12 ' 12 ' 12 ' 12 ' 16 ' R/ W 11 ' R/ W 16 ' R/ W 11 ' R/ W 16 ' R/ W 11 ' R/ W 16 ' R/ W 11 ' R/ W 16' R/W 16' R/W 1' V N A E 1' V N A E L1 3 7 30.48'33.44' L1 3 6 29.85' 32.76' L 1 7 8 L1 7 7 L 1 7 6 L1 7 9 29.98' 4 6 . 6 7 ' 32.99' 36.92' L1 7 5 L173 L181 32 . 5 4 ' 2 9 . 7 7 ' N89°44'30"E 330.00' 23 9 . 0 0 ' 15 0 . 0 0 ' TRACT AJ 13 ' P U F E TRACT AA 13 ' P U F E 13' PUFE13' PUFE 33' S V T 3 3 ' S V T TRACT BC GI D I Y U P T R A I L TRACT AW TRACT BF TRACT BD TRACT BE MILL RUN 1' V N A E 1' V N A E 1' V N A E 1' V N A E 1' V N A E TRACT BB 33' S V T 3 3 ' S V T 33' S V T 3 3 ' S V T 3 3 ' S V T 33' S V T 1' V N A E 13' PUFE 13' PUFE 13' PUFE 13' PUFE 1' V N A E 1' V N A E 1' V N A E 13 ' P U F E 13 ' P U F E N89°44'30"E 327.98' 1' V N A E N89°44'30"E 333.98' N89°44'30"E 259.00' N89°44'30"E 259.00' 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 5' P U F E 5' P U F E 5' P U F E 5' P U F E 5' P U F E 5' P U F E 5' P U F E 5' P U F E 5' P U F E 5' P U F E 5' P U F E 5' P U F E N0 0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' S0 0 ° 1 5 ' 3 0 " E 1 0 0 . 0 0 ' S0 0 ° 1 5 ' 3 0 " E 1 0 0 . 0 0 ' S0 0 ° 1 5 ' 3 0 " E 1 0 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 1 0 0 . 0 0 ' N89°44'30"E 553.27' 13 ' P U F E 13 ' P U F E N89°44'30"E 327.98' 84 . 0 0 ' 84 . 0 0 ' 763.63' N89°44'30"E 717.63' N89°44'30"E 717.63' 399.98' N89°44'30"E 307.98' N89°44'30"E 307.98' N89°44'30"E 222.00'N89°44'30"E 259.00' N89°44'30"E 222.00' N89°44'30"E 222.00' N89°44'30"E 324.00' N89°44'30"E 756.02' N89°44'30"E 327.98' 10 3 . 0 0 ' 399.98' N89°44'30"E 1163.60' BESSEMER WAY BESSEMER WAY 33' SVT 33' SVT 376.00' 4 2 . 4 1 ' 42.4 1 ' 28.2 8 ' 2 8 . 2 8 ' N89°44'30"E 327.98' N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 3618 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SHEET 23 LEGEND (SEE SHEET 2)SHEET 13 SH E E T 1 7 SHEET 24 SH E E T 1 9 SH E E T 1 7 SHEET 24 SHEET 13 SH E E T 1 9 07 - 0 5 - 2 2 627 628 629 681 682680 683 634 633 632 631 630 684 691 685 690 689 688 687 686 L33 L32 43 . 0 0 ' N89°44'30"E 100.00' S0 ° 1 5 ' 3 0 " E 4 3 . 0 0 ' 19.00'81.00' 37 . 0 0 ' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' S89°44'30"W 81.00' 37 . 0 0 ' 37 . 0 0 ' 81.00' 43 . 0 0 ' 19.00' S0 ° 1 5 ' 3 0 " E 4 3 . 0 0 ' S89°44'30"W 100.00' 55.00'55.00' 0.02' 42.99' 81 . 0 0 ' 19 . 0 0 ' N89°44'30"E 43.00' S0 ° 1 5 ' 3 0 " E 9 9 . 9 9 ' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' S0 ° 1 5 ' 3 0 " E 8 1 . 0 0 ' 37.00' S0 ° 1 5 ' 3 0 " E 8 1 . 0 0 ' 37.00' 37.00' S0 ° 1 5 ' 3 0 " E 8 1 . 0 0 ' 37.00' 37.00' 81 . 0 0 ' 37.00' 0.02' S0 ° 1 5 ' 3 0 " E 9 9 . 9 9 ' S89°44'30"W 43.00' 19 . 0 0 ' 42.99' N89°44'30"E 43.00' S0 ° 1 5 ' 3 0 " E 1 0 0 . 0 0 ' 43.00' 81 . 0 0 ' 19 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 37.00' 37.00' N0 ° 1 5 ' 3 0 " W 8 1 . 0 0 ' 57.00'55.00'55.00' S 4 5 ° 1 5 ' 3 0 " E 4 2 . 4 3 ' 16 6 . 0 0 ' S44 ° 4 4 ' 3 0 " W 2 8 . 2 8 ' 9.99' N 4 ° 3 1 ' 3 4 " W 6 7 . 1 9 ' 8.79' 9. 7 1 ' L1 8 7 N89°44'30"E 122.96' N89°44'30"E 327.98' S 4 5 ° 1 5 ' 3 0 " E 2 8 . 2 8 ' 72 . 0 0 ' S44 ° 4 4 ' 3 0 " W 4 2 . 4 3 ' N89°44'30"E 327.98' L 1 8 3 N0 0 ° 1 5 ' 3 0 " W 1 1 2 4 . 3 1 ' N89°44'30"E 307.98' N89°44'30"E 307.98' N0 0 ° 1 5 ' 3 0 " W 3 2 6 . 5 0 ' N0 0 ° 1 5 ' 3 0 " W 3 2 2 . 0 0 ' 16 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 16' R/W 11' R/W 16' R/W 11' R/W 12 ' 12 ' 12 ' 12 ' 16 ' R/ W 11 ' R/ W 16 ' R/ W 11 ' R/ W 32' 32' 16' R/W 11' R/W 16' R/W 11' R/W 15 0 . 0 0 ' 399.98' 399.98' 324.98'153.96' 1' VNAE 1' V N A E 1' V N A E 1' V N A E L182 L188 33.17' 3 3 . 0 4 ' L1 8 4 36.92' 32.99' L 1 8 5 L1 8 6 29.8 5 ' 3 3 . 4 4 ' N89°44'30"E 333.98' TRACT AA 13 ' P U F E 1' V N A E TRACT BE TRACT BD 1' V N A E TRACT BF TRACT G 17' PUFE FL U M E T R A I L MILL RUN 1' V N A E 1' V N A E 33 ' S V T 33' S V T 5' PUFE 13' PUFE 13' PUFE 5' P U F E 5' P U F E 5' P U F E 5' PUFE 33' S V T 13 ' P U F E 13 ' P U F E ID A H O R O A D ( A L I G N M E N T ) 3 3 ' S V T N0 0 ° 1 5 ' 3 0 " W 2 6 4 1 . 5 3 ' S0 0 ° 1 5 ' 3 0 " E 1 0 4 8 . 1 9 ' 1' V N A E 1' V N A E 5' P U F E 5' P U F E N89°44'30"E 222.00' N89°44'30"E 222.00' N89°44'30"E 222.00' N89°44'30"E 327.98' S0 0 ° 1 5 ' 3 0 " E 1 0 0 . 0 0 ' S0 0 ° 1 5 ' 3 0 " E 1 0 0 . 0 0 ' S0 0 ° 1 5 ' 3 0 " E 1 0 0 . 0 0 ' N89°44'30"E 100.00' N89°44'30"E 100.00' N0 0 ° 1 5 ' 3 0 " W 2 2 2 . 0 0 ' 1' VNAE 1' VNAE 23 9 . 0 0 ' 10 3 . 0 0 ' N89°44'30"E 795.98' 84 . 0 0 ' 3 3 ' S V T 16' R/W 16' R/W 5' P U F E 1' VNAE N89°44'30"E 1163.60' 17' PUFE 17' PUFE 15 0 . 0 0 ' UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 7 0 6 0 N89°44'30"E 110.00' BESSEMER WAY 3 3 ' S V T 42.4 1 ' 42.41' 1' VNAE 1' VNAE N89°44'30"E 327.98' 3 3 ' S V T N Horz. 1 in. = ft. 0 20 40 20 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 20' 7/5/2022 WP 215255.03 3619 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) SHEET 24 SH E E T 1 8 SHEET 14 SH E E T 1 8 SHEET 14 SHEET 24 07 - 0 5 - 2 2 404 414 387 412 375 389 388 386 423 410 391 406 408 405 407 409 416 418 417 420 415 419 421 411413 422 424 377 376 390 N60°41'02"W 90.00' N2 9 ° 1 8 ' 5 8 " E 4 3 . 0 0 ' N 0 0 ° 1 5 ' 3 0 " W 8 1 . 1 4 ' 6 . 1 4 ' 9 . 8 1 ' S81°28 ' 1 3 " E 8 2 . 0 0 ' 3 3 . 4 0 ' 7 . 8 3 ' N 2 0 ° 0 7 ' 5 3 " E 3 4 . 7 4 ' 17 . 0 9 ' S65°09'25"E 80.90' 30 . 8 9 ' 58 . 0 0 ' S60°41'02"E 80.00' 60.00' S 1 5 ° 4 1 ' 0 2 " E 2 8 . 2 8 ' 75 . 0 8 ' 79 . 0 8 ' 60.00' N60°41'02"W 80.00' 55 . 0 8 ' L1 0 0 58 . 0 0 ' N60°41'02"W 80.00' 41 . 3 3 ' N69°52'07"W 8 3 . 0 0 ' L = 2 9 . 5 0 ' 2 0 . 9 3 ' L = 6 5 . 4 8 ' S89°4 6 ' 5 9 " W 8 0 . 0 0 ' 60.00 ' N45°1 4 ' 1 6 " W 2 8 . 2 9 ' 5 5 . 0 0 ' 60.00' L99 57 . 3 1 ' N60°41'02"W 80.00' 57 . 5 0 ' N60°41'02"W 80.00' L = 17 . 9 0 ' N65°25'58"W 81.02' 39 . 6 0 ' L = 5 7 . 5 0 ' N80°41 ' 0 6 " W 8 2 . 0 0 ' 3 1 . 1 5 ' 4.44' 2 6 . 0 8 ' 2 1 . 4 1 ' S89°4 6 ' 5 9 " W 8 0 . 0 0 ' 5 8 . 1 7 ' 1 2 . 9 3 ' L = 3 6 . 0 9 ' 60.00 ' 7 4 . 5 0 ' 7 2 . 0 0 ' 5 4 . 5 0 ' S4 4 ° 4 5 ' 4 4 " W 2 8 . 2 7 ' 60.00 ' L39 5 2 . 0 0 ' N89°4 6 ' 5 9 " E 8 0 . 0 0 ' 5 5 . 0 0 ' N89°4 6 ' 5 9 " E 8 0 . 0 0 ' 1 9 . 4 8 ' L = 6 2 . 7 4 ' S70°43'21"E 8 3 . 0 0 ' 36 . 7 8 ' S60°41'02"E 80.00' L = 3 2 . 2 4 ' 57 . 0 0 ' S60°41'02"E 80.00' 57 . 0 0 ' S60°41'02"E 80.00' 60.00' 54 . 3 1 ' L9 6 52.00 ' S 0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00 ' S 0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00 ' S 0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 49.98 ' 69.92 ' 6 0 . 0 0 ' S4 4 ° 4 5 ' 4 4 " W 2 8 . 2 7 ' 52.00 ' 52.00 ' S 0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00 ' S 0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00 ' S 0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00 ' S 0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 52.00 ' S 0 ° 1 3 ' 0 1 " E 8 0 . 0 0 ' 49.86 ' S45°1 4 ' 1 6 " E 2 8 . 2 9 ' 6 0 . 0 0 ' 47.00 ' 6 0 . 0 0 ' N4 4 ° 4 5 ' 4 4 " E 2 8 . 2 7 ' 6 0 . 0 0 ' N60°41'02"W 117.01' L1 9 2 N60°41'02"W 310.00'N64°07'04"W 75.13' S7 4 ° 1 8 ' 5 8 " W 4 2 . 4 3 ' N60°41'02"W 394.07' L164 S60°41'02"E 117.01'S61°03'58"E 75.00'S60°41'02"E 123.00' L190 S2 9 ° 1 8 ' 5 8 " W 2 1 0 . 0 9 ' C 3 0 S 0 ° 1 5 ' 3 0 " E 1 3 1 . 4 6 ' L3 8 PUFE (TYP) SEE DETAIL SHEET 33 N 0 0 ° 1 5 ' 3 0 " W 3 0 3 . 9 2 ' C 3 4 N2 9 ° 1 8 ' 5 8 " E 1 4 2 5 . 6 0 ' C 3 1 N2 9 ° 1 8 ' 5 8 " E 2 4 1 . 0 9 ' N 0 0 ° 1 5 ' 3 0 " W 1 6 2 . 4 7 ' N89°4 6 ' 5 9 " E 1 0 1 0 . 2 7 ' C 3 5 N2 9 ° 1 8 ' 5 8 " E 1 5 4 . 4 1 ' N2 9 ° 1 8 ' 5 8 " E 1 5 4 . 4 1 ' C 3 3 N89°4 6 ' 5 9 " E 4 1 1 . 7 4 ' N89°4 6 ' 5 9 " E 1 2 0 . 0 0 ' N89°4 6 ' 5 9 " E 1 2 0 . 0 0 ' 1 6 ' R / W 1 6 ' R / W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 11 ' R/ W 16 ' R/ W 11 ' R/ W 16 ' R/ W 11' R/W 16' R/W 11' R/W 16' R/W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 33.5' R/ W PER FP 2 33.5' R/W PER FP2 291.7 3 ' 192.0 0 ' 192.0 0 ' 192.00'192.00'346.01' N89°4 6 ' 5 9 " E 4 1 1 . 7 4 ' S89°4 6 ' 5 8 " W 2 2 4 . 7 2 ' L = 4 7 7 . 8 0 ' C 1 33 . 8 6 ' L46 L45 33 . 8 7 ' 30.49' L44 L37 28.46' 34.02' L40 L41 33.88' 30.50'L42 30.48' L102 L166 32.99' L165 L101 33 . 8 8 ' 31.00' L98 L97 37 . 6 0 ' L191 33.30'30.48' 26.20' L189 N89°4 6 ' 5 9 " E 4 5 1 . 8 0 ' N89°4 6 ' 5 9 " E 3 8 4 . 0 0 ' 1 9 2 . 0 0 ' 1 1 1 . 9 2 ' N 0 0 ° 1 5 ' 3 0 " W 3 0 3 . 9 2 ' N 0 0 ° 1 5 ' 3 0 " W 1 2 0 . 0 0 ' N 0 0 ° 1 5 ' 3 0 " W 1 2 0 . 0 0 ' N89°4 6 ' 5 9 " E 3 4 4 . 0 0 ' BONI T A S P R I N G S W A Y P A R C E L 1 0 FREM O N T P A S S BONI T A S P R I N G S W A Y M I N E R ' S R U N T R A I L 1 3 ' P U F E 13' P U F E 33 ' S V T 33 ' S V T 33' SV T 1 3 ' P U F E MI N E R ' S R U N T R A I L 13' PUFE 13' PUFE 13' PUFE 13 ' P U F E 13 ' P U F E 1 3 ' P U F E 1 3 ' P U F E 13' P U F E 13' P U F E 13' P U F E 13' PUFE 33' SV T 33 ' S V T 33' SV T 13 ' P U F E PARCEL 10 WELCOME WAY BL O S S O M R O C K T R A I L MI N E R ' S R U N T R A I L 17' PUFE PER FP2 13' PUFE13 ' P U F E 13' P U F E 13 ' P U F E 33' S V T 3 3 ' S V T 33 ' S V T 33 ' S V T N2 9 ° 1 8 ' 5 8 " E 1 4 2 5 . 6 0 ' 19 0 . 4 1 ' 18 9 . 4 1 ' C 3 2 1 1 1 . 9 2 ' 67 . 7 9 ' 2 6 . 9 1 ' S 0 8 ° 3 1 ' 4 7 " W 4 3 . 2 0 ' 7 5 . 0 0 ' N60°41'02"W 120.00'N60°41'02"W 120.00' S 0 9 ° 1 8 ' 5 4 " W 4 4 . 0 7 ' N 0 0 ° 1 5 ' 3 0 " W 1 2 6 . 4 8 ' N2 9 ° 1 8 ' 5 8 " E 2 0 5 . 0 9 ' N 0 0 ° 1 5 ' 3 0 " W 7 5 . 9 3 ' N 0 ° 1 5 ' 3 0 " W 7 5 . 9 1 ' 1' V N A E 114.00' L6 L7 L8 L5 N2 9 ° 1 8 ' 5 8 " E 2 2 0 . 0 3 ' L9 L1 0 N60°41'02"W 75.00'N60°41'02"W 968.07' 3 3 ' S V T 33' S V T 3 3 ' S V T N2 9 ° 1 8 ' 5 8 " E 1 0 9 6 . 2 5 ' 25 6 . 5 3 ' 13 ' P U F E 1 3 ' P U F E 1 3 ' P U F E 1 1 ' R / W 1 6 ' R / W 74 . 3 1 ' 57 . 0 0 ' 57 . 0 0 ' 28 . 7 0 ' 77 . 3 1 ' 57 . 5 0 ' 64 . 1 9 ' 18 . 0 2 ' N2 9 ° 1 8 ' 5 8 " E 2 1 7 . 0 1 ' 5 5 . 0 0 ' 5.67' N 0 0 ° 1 5 ' 3 0 " W 1 3 2 . 6 7 ' S 1 9 ° 1 6 ' 3 9 " W 3 0 . 5 2 ' N2 9 ° 1 8 ' 5 8 " E 1 6 3 . 9 6 ' 3 3 ' S V T S89°4 6 ' 5 8 " W 2 2 4 . 7 2 ' C 2 N89°4 6 ' 5 9 " E 1 0 1 0 . 2 7 ' 28 . 2 8 ' N Horz. 1 in. = ft. 0 30 60 30 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 30' 7/5/2022 WP 215255.03 3620 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SHEET 21 LEGEND (SEE SHEET 2) SHEET 15 SHEET 10 SHEE T 4 SHEE T 5 SHEET 21 S H E E T 4 SH E E T 1 0 S H E E T 1 0 07 - 0 5 - 2 2 L197 47.00'50.00'50.00'50.00'50.00'50.00'L19 8 47.00' L 1 9 9 L1 9 6 N60°41'02"W 86.01' N60°41'02"W 117.01' S60°41'02"E 86.01' 31.06' S2 9 ° 1 8 ' 5 8 " W 5 9 5 . 4 4 ' L194 S2 9 ° 1 8 ' 5 8 " W 5 4 8 . 3 8 ' L1 9 2 N60°41'02"W 310.00'N64°07'04"W 75.13' 41.08' S60°41'02"E 344.00' L1 7 1 L 1 6 4 N60°41'02"W 696.81' N2 9 ° 1 8 ' 5 8 " E 1 4 2 5 . 6 0 ' N2 9 ° 1 8 ' 5 8 " E 1 4 2 5 . 6 0 ' N60°41'02"W 344.00' 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' 11 . 5 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 16 ' R/ W 16 ' R/ W 33.5' R/W PER FP2 40.5' R/W PER FP2 40.5' R/W PER FP2 33.5' R/W PER FP2 33.5' R/W PER FP2 33.5' R/W PER FP2 62 0 . 3 8 ' 122.01'416.00' L191 33.30'30.48' 24.57' L1 7 0 L 1 9 3 32.54' 31.13'35.15' L229 29.76'35.79' L195 13' PUFE WELCOME WAY PARCEL 11 PARCEL 14 BL O S S O M R O C K T R A I L MI N E R ' S R U N T R A I L FLATIRON WAY 17' PUFE PER FP2 13 ' P U F E 13' PUFE 13 ' P U F E 13' PUFE 17' PUFE PER FP2 33 ' S V T 33' S V T 33' SVT 13 ' P U F E 33 ' S V T 3 3 ' S V T 33 ' S V T 3 3 ' S V T N2 9 ° 1 8 ' 5 8 " E 5 4 8 . 3 8 ' 13' PUFE L8 C3 C4 C 5 C 6 L12 L13 L14 L1 6 L9 L1 0 N2 9 ° 1 8 ' 5 8 " E 3 4 8 . 0 0 ' S2 9 ° 1 8 ' 5 8 " W 1 1 8 . 2 6 ' L1 1 L15 N60°41'02"W 75.00'N60°41'02"W 968.07' 33' SVT S57°06'28"E 72.14' N60°41'02"W 75.00' N2 9 ° 1 8 ' 5 8 " E 1 0 9 6 . 2 5 ' 62 0 . 3 8 ' 28 2 . 0 0 ' 28 2 . 0 0 ' 158.80' 13 ' P U F E 13 ' P U F E 16 ' R/ W 16 ' R/ W 13 ' P U F E N Horz. 1 in. = ft. 0 30 60 30 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 30' 7/5/2022 WP 215255.03 3621 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SHEET 22 LEGEND (SEE SHEET 2) SH E E T 1 6 SHEET 20SHEET 20 SH E E T 1 5 SHEET 22 SH E E T 1 6 SH E E T 1 5 07 - 0 5 - 2 2 114 100 43 44 87 86 39 38 15 17 117 103 116 102 115 101 112 98 113 99 111 97 121120119118 124123122 42 107106105104 110109108 16 4041 85 L2 0 5 104.00'L=1.00' L206 105.00'L2 0 8 105.00' N 0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50 ' 20.96 ' 25.79' N 7 ° 4 1 ' 4 9 " E 1 2 6 . 0 0 ' L =2 9 .9 9 ' 23.81 ' 45.46 'N 2 1 ° 5 8 ' 0 4 " E 1 2 5 . 9 4 ' L =5 3 .8 0 ' 3.70' L216 L215 L2 1 2 L211 L =2 7 .7 0 ' 19.01'3.16' N60°41'02"W 64.74' 10 5 . 0 0 ' N 6 ° 1 6 ' 3 6 " E 1 2 5 . 9 4 ' L =7 4 .8 7 ' N 1 7 ° 2 6 ' 5 3 " E 1 2 6 . 2 9 ' L =7 4 .8 7 ' N2 8 ° 3 7 ' 1 1 " E 1 2 5 . 2 5 ' L339 10 5 . 0 0 ' L=4.67' L228 L2 0 4 47.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 67.00' 10 5 . 0 0 ' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' L217 10 5 . 0 0 ' 67.00' 47.00' L2 2 0 47.00' N2 9 ° 1 8 ' 5 8 " E 1 2 5 . 0 0 ' 10 5 . 0 0 ' 50.00' N2 9 ° 1 8 ' 5 8 " E 1 2 5 . 0 0 ' 50.00' N2 9 ° 1 8 ' 5 8 " E 1 2 5 . 0 0 ' 50.00' N2 9 ° 1 8 ' 5 8 " E 1 2 5 . 0 0 ' 50.00' N2 9 ° 1 8 ' 5 8 " E 1 2 5 . 0 0 ' 50.00' N2 9 ° 1 8 ' 5 8 " E 1 2 5 . 0 0 ' L202 10 5 . 0 0 ' 47.00' L2 0 1 47.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 67.00' 10 5 . 0 0 ' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' L221 10 5 . 0 0 ' 67.00' 47.00' L197 10 5 . 0 0 ' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 47.00'50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50.00' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' L1 9 8 47.00' 10 5 . 0 0 ' L2 2 6 L227 L=3.19' S2 8 ° 5 2 ' 3 8 " W 1 2 5 . 0 2 ' 68.89' 10 5 . 0 0 ' L =5 0 .7 5 ' S 2 1 ° 5 3 ' 1 5 " W 1 2 7 . 8 1 ' 11.45'54.86' 71.74' L =5 0 .7 5 ' S 1 4 ° 5 3 ' 5 1 " W 1 3 0 . 2 5 ' 26.17'66.49' L =5 0 .7 5 ' 24.70' N 2 2 ° 0 1 ' 4 7 " E 1 3 0 . 9 0 ' N2 9 ° 1 8 ' 5 8 " E 1 2 5 . 0 0 ' L =4 8 .8 3 '19.06' N2 9 ° 1 8 ' 5 8 " E 1 2 5 . 0 0 ' 52.00' L 1 9 9 10 5 . 0 0 ' 51.74' L209 C55 L=14.71' S2 9 ° 1 8 ' 5 8 " W 5 3 8 . 5 0 ' L19 6 N60°41'02"W 86.01' PUFE (TYP) SEE DETAIL SHEET 33 N2 9 ° 1 8 ' 5 8 " E 1 4 2 5 . 6 0 ' C56N60°41'02"W 439.10' C 5 4 N60°41'02"W 496.74' N60°41'02"W 696.81' N60°41'02"W 210.00' N60°41'02"W 344.00' N60°41'02"W 344.00' N60°41'02"W 344.00' N60°41'02"W 344.00' N2 9 ° 1 8 ' 5 8 " E 2 1 0 . 0 0 ' N2 9 ° 1 8 ' 5 8 " E 2 1 0 . 0 0 ' N2 9 ° 1 8 ' 5 8 " E 2 1 0 . 0 0 ' N2 9 ° 1 8 ' 5 8 " E 2 1 0 . 0 0 ' N2 9 ° 1 8 ' 5 8 " E 2 1 0 . 0 0 ' 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 16' R/W 11' R/W 11 ' R/ W 16 ' R/ W 1 6 ' R / W 1 1 ' R / W 33.5' R/W PER FP2 40.5' R/W PER FP2 16 ' R/ W 28 2 . 0 0 ' 28 2 . 0 0 ' 50 . 8 2 ' 59.10'282.00'98.00' 24 6 . 0 0 ' 28 2 . 0 0 ' 80.74'416.00' 31.13'35.15' L2 2 3 L 2 2 4 L2 2 5 31.13' 35.15' 35.15' L 2 2 2 31 . 1 3 ' L2 1 9 L 3 5 6 L2 1 3 33.90' L 2 1 8 35.14' 44.23' 16.28' L229 29.76'35.79' L195 L2 0 0 31.13' 35.15' L 2 0 3 46.67' 46.67' 30.15' L207 PARCEL 12 17' PUFE PER FP2 13 ' P U F E 33 ' S V T 33' SVT 13' PUFE 13' PUFE RI D G E L I N E T R A I L ROCK NEEDLE ROAD WINDLASS WAY MI N E R ' S R U N T R A I L 13' PUFE 13 ' P U F E 13 ' P U F E 1 3 ' P U F E 13 ' P U F E 13 ' P U F E 13' PUFE 13' PUFE 13' PUFE 13' PUFE 13' PUFE 33 ' S V T 33' SVT 33 ' S V T 33' SVT 33 ' S V T 33' SVT 33' S V T 33' SVT 33' S V T 33 ' S V T 3 3 ' S V T 33 ' S V T BL O S S O M R O C K T R A I L 1' VNAE 13 ' P U F E 13 ' P U F E 3 3 ' S V T 33 ' S V T N60°41'02"W 122.80' N60°41'02"W 696.81' L14 L1 6 C7 C8 C 9 L15 N2 9 ° 1 8 ' 5 8 " E 1 4 2 . 0 6 ' N60°41'02"W 75.00' 21 9 . 3 4 ' N2 9 ° 1 8 ' 5 8 " E 1 0 9 6 . 2 5 ' 28 2 . 0 0 ' N2 9 ° 1 8 ' 5 8 " E 5 2 8 . 0 0 ' 28 2 . 0 0 ' 16 ' R/ W C 1 0 C53 C57 C60 C58 C 5 9 C56 C57 C58 18 9 . 6 1 ' 1 1 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 13 ' P U F E N60°41'02"W 384.00' N60°41'02"W 384.00' L214 N60°41'02"W 123.74' 51.77' S69°30'28"E 7 7 . 9 4 ' L230 17' PU F E PER FP 2 13 ' P U F E N2 9 ° 1 8 ' 5 8 " E 6 9 . 0 0 ' L = 8 4 4 . 8 3 ' N2 9 ° 1 8 ' 5 8 " E 2 1 0 . 0 0 ' 52.00' C52 13 ' P U F E 1 3 ' P U F E 40.5' R/W PER FP2 33' SVT N Horz. 1 in. = ft. 0 30 60 30 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 30' 7/5/2022 WP 215255.03 3622 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) SHEET 27 S H E E T 2 3 SHEET 21 SHEET 25 SHEET 16 S H E E T 2 3 SHEET 2 5 SHEET 27 SHEET 16SHEET 21 SHEET 27 07 - 0 5 - 2 2 19 45 43 44 87 86 39 38 17 18 37 32 2420212223 27 25 36 35 34 33 30 31 26 29 28 124 42 40 85 84 83 82 81 80 79 78 77 46 47 48 49 50 51 52 53 58.45'115.00' L 2 3 3 N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 51.50' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 50.00' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 51.50' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 51.50' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 51.50' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 51.50' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 51.50' 20.96' 25.79' N7 ° 4 1 ' 4 9 " E 1 2 6 . 0 0 ' L=29.9 9 '23.81' 45.46' N2 1 ° 5 8 ' 0 4 " E 1 2 5 . 9 4 ' L=53.80' 3.70' L216 L215 L212 L211 L=27.70' 19.01' 3.16' N6 0 ° 4 1 ' 0 2 " W 6 4 . 7 4 ' 10 5 . 0 0 ' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 20.96'L =4 3.8 0 ' N6 ° 1 6 ' 3 6 " E 1 2 5 . 9 4 ' L=74.87' N1 7 ° 2 6 ' 5 3 " E 1 2 6 . 2 9 ' L=74.87' N2 8 ° 3 7 ' 1 1 " E 1 2 5 . 2 5 ' 10 5 . 0 0 ' L=4.67' L2 2 8 L 2 1 7 10 5 . 0 0 ' L2 2 7 L=3.19' S2 8 ° 5 2 ' 3 8 " W 1 2 5 . 0 2 ' L=50.75' S2 1 ° 5 3 ' 1 5 " W 1 2 7 . 8 1 ' 11.4 5 ' L=50.75' S1 4 ° 5 3 ' 5 1 " W 1 3 0 . 2 5 ' 26.1 7 ' 66.4 9 ' L=50.75' S7 ° 5 4 ' 2 8 " W 1 2 9 . 5 7 ' 66.56'24.70' L=5 0.7 5 ' S0 ° 5 5 ' 0 5 " W 1 2 6 . 0 1 ' 52.00' 56.92'9.63' L=8.54' 42.21' S0 ° 1 5 ' 3 0 " E 1 2 5 . 8 9 ' 52.00' 53.33' 50.75' S0 ° 1 5 ' 3 0 " E 1 2 5 . 8 9 ' 52.00' 50.75' 50.75' S0 ° 1 5 ' 3 0 " E 1 2 5 . 8 9 ' 52.00' 50.75' 50.75' S0 ° 1 5 ' 3 0 " E 1 2 5 . 8 9 ' 52.00' 50.75' 50.75' S0 ° 1 5 ' 3 0 " E 1 2 5 . 8 9 ' 52.00' 50.75' 56.77' 71 . 0 0 ' 54 . 8 9 ' 125.00' L 2 3 6 51 . 0 0 ' S89°44'30"W 125.00' 105.00' 54 . 8 9 ' S89°44'30"W 495.02' 54 . 8 9 ' S89°44'30"W 125.00' 54 . 8 9 ' L2 3 7 105.00' 71 . 0 0 ' 51 . 0 0 ' 58.02' N0 ° 1 5 ' 3 0 " W 1 2 5 . 8 9 ' 52.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 8 9 ' 52.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 8 9 ' 52.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 8 9 ' 52.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 8 9 ' 52.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 8 9 ' 52.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 8 9 ' N1 0 ° 3 1 ' 3 4 " E 1 3 1 . 3 3 ' 3.25'L=7 2.2 8 ' N2 2 ° 0 1 ' 4 7 " E 1 3 0 . 9 0 ' L=77.10' L2 3 2 S89°44'30"W 191.86' C55 N70°20 ' 1 1 " E 3 7 . 7 2 ' C50 N89°44'30"E 553.27' PUFE (TYP) SEE DETAIL SHEET 33 N2 9 ° 1 8 ' 5 8 " E 1 4 2 5 . 6 0 ' C56 N89°44'30"E 1004.31' C51 N89°44'30"E 1143.21' N2 9 ° 1 8 ' 5 8 " E 2 1 0 . 0 0 ' N2 9 ° 1 8 ' 5 8 " E 2 1 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 2 1 1 . 7 9 ' N89°44'30"E 406.98' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16' R/ W 16' R/ W R/W 16 ' R/W 16' R/W 16' R/W 11 ' R/ W 16' R/W 11' R/W11 ' R/W 16 ' R/W 16 ' R/ W 11 ' R/ W 16 ' R/W 16 ' R/W 222.86' 442.98' 514.27' 28 2 . 0 0 ' 59. 1 0 ' L173 L238 36.34' 50.00' 3 5 . 1 5 ' L3 5 6 L21 3 33.90' L2 1 8 35.14' L231 L234 32.67'22.91' L235 33.40' 13 ' P U F E 13 ' P U F E 13' P U F E 13' P U F E 3 3 ' S V T 3 3 ' S V T 33' SVT FLATIRON WAY ROCK NEEDLE ROAD WINDLASS WAY 13 ' P U F E 13 ' P U F E 13 ' P U F E 13' PUFE 13 ' P U F E 33' S V T 3 3 ' S V T SO M B R E R O B U T T E T R A I L 13 ' P U F E 13 ' P U F E 33' S V T 3 3 ' S V T FLATIRON WAY 1' V N A E L=144.43' C52 3.23' N89°44'30"E 1143.21' 514.27' N89°44'30"E 553.27'N89°44'30"E 553.27' C57 C60 C58 C59 C56 C57 C58 11 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/W 16 ' R/W L21 4 51.7 7 ' 682.45' 30 2 . 0 0 ' S79°10'39 " E 7 6 . 1 9 ' 16 ' R/ W 16 ' R/ W N89°44'30"E 478.27' S69° 3 0 ' 2 8 " E 7 7 . 9 4 ' N0 0 ° 1 5 ' 3 0 " W 2 5 1 . 7 9 ' N89°44'30"E 1025.96' N89°44'30"E 1025.96' N89°44'30"E 1045.96' L230 N89°44'30"E 1004.31' N89°44'30"E 610.45' 442.98' 33' SVT 51.49' 58.02' 56.77' 51.50' L2 1 0 13 ' P U F E 12 5 . 8 9 ' 12 5 . 8 9 ' N Horz. 1 in. = ft. 0 30 60 30 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 30' 7/5/2022 WP 215255.03 3623 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2)SHEET 25 SH E E T 2 4 SHEET 1 6 SH E E T 2 2 SHEET 25 SH E E T 2 2 SHEET 17 SH E E T 2 4 SHEET 17 SHEET 16 07 - 0 5 - 2 2 N0 0 ° 1 5 ' 3 0 " W 2 6 4 1 . 5 3 ' 12 27 30 7 29 75 28 11 9 8 10 14 5 13 6 1 2 3 4 78 77 76 7074737271 6869 56535455 6157585960 62 64 65 66 67 63 L 3 3 L32 L31 L30 L2 9 87 . 0 0 ' C63S89°44'30"W 105.00' L 2 6 1 L26 0 52.00'55.00'55.00'55.00'55.00'55.00'55.00'55.00'58.45' L263 51 . 0 0 ' S89°44'30"W 125.00' 71 . 0 0 ' 105.00' 54 . 0 0 ' 125.00' 54 . 0 0 ' 54 . 0 0 ' S89°44'30"W 125.00' 54 . 0 0 ' 51 . 0 0 ' L25 8 105.00' 71 . 0 0 ' 50.00' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 51.50' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 50.00' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 51.50' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 50.00' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 51.50' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 50.00' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 51.50' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 51.50' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 51.50' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 50.00' 50.00' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' 51.50' 51.50' 125.00' L236 51 . 0 0 ' S89°44'30"W 125.00' 54 . 8 9 ' 54 . 8 9 ' S89°44'30"W 125.00' L23 7 51 . 0 0 ' L25 3 105.00' 71 . 0 0 ' S89°44'30"W 125.00' 51 . 0 0 ' 54 . 0 0 ' 125.00' 54 . 0 0 ' 55 . 7 9 ' S89°44'30"W 125.00' 55 . 7 9 ' 51 . 0 0 ' 71 . 0 0 ' 105.00' L 2 4 3 S0 ° 1 5 ' 3 0 " E 1 2 5 . 0 0 ' 50.98' 50.98' S0 ° 1 5 ' 3 0 " E 1 2 6 . 7 9 ' 50.98' S0 ° 1 5 ' 3 0 " E 1 2 5 . 0 0 ' 50.00' 50.00' S0 ° 1 5 ' 3 0 " E 1 2 6 . 7 9 ' 50.00' 10 5 . 0 0 ' 67.00' 47.00'L 2 5 6 10 6 . 7 9 ' L24 6 47.00' 52 . 0 0 ' L25 7 N89°44'30"E 114.00' L=6.44' 74 . 0 0 ' S89°44'30"W 140.00' 56 . 1 4 ' S89°44'30"W 140.00' 56 . 1 4 ' 56 . 1 4 ' 56 . 1 4 ' S89°44'30"W 140.00' 52 . 0 0 ' 55 . 0 0 ' 137.00' 4.24' N89°44'30"E 100.00' S0 ° 1 5 ' 3 0 " E 4 3 . 0 0 ' 19 . 0 0 ' N89°44'30"E 43.00'N89°44'30"E 43.00' 19 . 0 0 ' 19 . 0 0 ' N89°44'30"E 43.00' S89°44'30"W 117.96' L247 C61 29 4 . 0 0 ' L2 4 9 N89°44'30"E 88.00' L 2 5 2 S0 ° 1 5 ' 3 0 " E 2 2 1 . 7 9 ' L24 2 S89°44'30"W 88.00' L239 N0 ° 1 5 ' 3 0 " W 2 2 1 . 7 9 ' L 1 7 4 9. 7 1 ' L18 7 N89°44'30"E 122.96' L18 0 L 1 8 3 PUFE (TYP) SEE DETAIL SHEET 33 PUFE (TYP) SEE DETAIL SHEET 33 N0 0 ° 1 5 ' 3 0 " W 1 1 2 4 . 3 1 ' N0 0 ° 1 5 ' 3 0 " W 2 8 3 . 7 9 ' N0 0 ° 1 5 ' 3 0 " W 2 8 3 . 7 9 ' N89°44'30"E 252.98' N0 0 ° 1 5 ' 3 0 " W 2 1 1 . 7 9 ' N0 0 ° 1 5 ' 3 0 " W 2 1 1 . 7 9 ' N0 0 ° 1 5 ' 3 0 " W 2 1 6 . 2 9 ' N0 0 ° 1 5 ' 3 0 " W 2 1 1 . 7 9 ' N89°44'30"E 252.98' N0 0 ° 1 5 ' 3 0 " W 2 1 0 . 0 0 ' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 11 ' R/ W 16 ' R/ W 11 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 11' R/W 16' R/W 11' R/W 16' R/W 16' R/W 11' R/W 16' R/W 11' R/W 11 . 5 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 16' R/W 11' R/W 32' 32' 32' 16' R/W 16' R/W 11 ' R/ W 11 ' R/ W 99.00'682.45' 150.00'324.98'108.00' 75.00'75.00'324.98'153.96' N0 0 ° 1 5 ' 3 0 " W 2 1 0 . 0 0 ' 1' VNAE 1' VNAE 1' V N A E 1' V N A E L173 L238 36.34'25.42' L240 L241 25.42' 33.64' L181 32.5 4 ' 2 9 . 7 7 ' L182 L244 L245 35.72' 30.30' L248 L188 33.17' 3 3 . 0 4 ' 33.40' 27.57' L250 L251 25.41'36.33' L254 L255 30.03' 46.67' 46.67' 46.67' L262 40.72'32.54' L259 TRACT BD 1' V N A E TRACT BB 3 3 ' S V T 33' S V T 1' V N A E TRACT BD 1' V N A E ID A H O R O A D ( A L I G N M E N T ) 33' S V T 13 ' P U F E 13 ' P U F E 13 ' P U F E WINDLASS WAY 13' PUFE 33' S V T 3 3 ' S V T FLATIRON WAY FL U M E T R A I L SO M B R E R O B U T T E T R A I L SO M B R E R O B U T T E T R A I L ROCK NEEDLE ROAD TO M B S T O N E T R A I L WINDLASS WAY TRACT A TR A C T C 13' PUFE 13 ' P U F E 13 ' P U F E 13' PUFE 13' PUFE 13' PUFE13' PUFE 13' PUFE 13 ' P U F E 13 ' P U F E 13 ' P U F E 17' PUFE 13 ' P U F E 13 ' P U F E 13 ' P U F E 13 ' P U F E 13 ' P U F E 33' S V T 33' S V T 33' S V T 33' S V T 33' S V T 33' S V T 3 3 ' S V T 3 3 ' S V T 3 3 ' S V T 3 3 ' S V T 3 3 ' S V T 13 ' P U F E 33' S V T 3 3 ' S V T S0 0 ° 1 5 ' 3 0 " E 1 3 9 3 . 8 1 ' N89°44'30"E 553.27' 13 ' P U F E N89°44'30"E 222.00'N89°44'30"E 222.00' N89°44'30"E 1004.31' N0 0 ° 1 5 ' 3 0 " W 2 5 0 . 0 0 ' N89°44'30"E 1045.96' N89°44'30"E 1004.31' N89°44'30"E 610.45' C 6 4 C 6 2 L=9.27' N89°43'35"E 68.04' 30 2 . 0 0 ' 32' 442.98' N89°44'30"E 1025.96' N89°44'30"E 1025.96' 3 3 ' S V T 3 3 ' S V T N89°44'30"E 1143.21' 15 0 . 0 0 ' 28 3 . 7 9 ' N0 0 ° 1 5 ' 3 0 " W 2 4 1 . 2 9 ' N0 ° 1 5 ' 3 0 " W 1 2 5 . 0 0 ' N89°44'30"E 292.98' 13 ' P U F E UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 7 0 6 0 51.50' N0 ° 1 5 ' 3 0 " W 1 2 6 . 7 9 ' N0 0 ° 1 5 ' 3 0 " W 5 6 1 . 0 0 ' 13 ' P U F E 12 5 . 0 0 ' 12 5 . 0 0 ' N89°44'30"E 327.98' 24.04' 3 3 ' S V T 33' S V T N Horz. 1 in. = ft. 0 30 60 30 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 30' 7/5/2022 WP 215255.03 3624 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SHEET 26 LEGEND (SEE SHEET 2) SHEET 25 SH E E T 2 3 SHEET 18 SHEET 18 SHEET 19 SHEET 25 SHEET 26 SH E E T 2 3 SHEET 19 07 - 0 5 - 2 2 139 217 187 150 129 138 137 136 135 134 140 127 126 128 131 130 132 185 184 88 89 186 133 151 152 149 125 142 141 124 220 216 218 215 214 219 213 188 52.75' N 2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 52.75' N 2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 52.75' N 2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 52.75' 12.64' L =4 1 .8 1 ' N 3 1 ° 4 1 ' 3 6 " W 1 3 8 . 9 8 ' L =5 2 .7 5 ' L =5 2.7 5 ' S6 0 ° 4 1 ' 0 2 " E 1 2 5 . 0 0 ' S6 0 ° 4 1 ' 0 2 " E 1 2 8 . 8 7 ' 52. 1 4 ' S6 0 ° 4 1 ' 0 2 " E 1 3 5 . 4 8 ' 24. 8 0 ' 27. 7 0 ' 0.61' L =9 6.4 6' S 4 1 ° 1 3 ' 2 2 " E 1 3 7 . 9 9 ' 5.79' 44. 8 4 ' L =8 4 .8 1 ' S 2 4 ° 0 6 ' 4 8 " E 1 3 6 . 1 8 ' 48.19 ' S 2 4 ° 0 6 ' 4 8 " E 1 3 0 . 9 6 ' 32.08 ' 20.27 ' 52.00' S 2 4 ° 0 6 ' 4 8 " E 1 2 9 . 0 3 ' 67.09' 36.97 ' 52.00' S 2 4 ° 0 6 ' 4 8 " E 1 2 9 . 2 9 ' 52.00' 52.00' S 2 4 ° 0 6 ' 4 8 " E 1 3 3 . 6 1 ' 52.18' 52.00' S 1 1 ° 2 6 ' 2 4 " E 1 3 8 . 0 4 ' 30.76' 18.83' 16.83' L =6 2 .8 2 ' S89°44'30"W 38.40'28.48' L =5 5 .4 2 ' L278 L 2 7 9 11 5 . 0 0 ' 11 5 . 3 1 ' L27 2 L =4 9 .5 3 ' N 1 2 ° 0 2 ' 2 0 " W 1 3 4 . 5 0 ' L =5 2 .5 0 ' N 1 9 ° 1 6 ' 1 1 " W 1 3 0 . 0 0 ' L =5 2 .5 0 ' N 2 6 ° 3 0 ' 0 2 " W 1 2 9 . 0 0 ' L =5 2 .5 0 ' N 3 3 ° 4 3 ' 5 3 " W 1 3 2 . 5 0 ' L =5 6 .0 1 ' N 4 1 ° 2 6 ' 4 5 " W 1 3 7 . 1 6 ' L =52.5 0' N 4 8 ° 4 0 ' 3 6 " W 1 3 1 . 0 5 ' L =5 2.5 0' N5 5 ° 5 4 ' 2 7 " W 1 2 6 . 0 7 ' L208 10 5 . 0 0 ' L=34.68' L265 L28 0 61.45' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 81.45' 11 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.45' L 2 7 3 11 5 . 0 0 ' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 62.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 62.00' 58.45' 55.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 64.45' 58.45' 13 5 . 0 0 ' 13 5 . 0 0 ' 64.45' S89°44'30"W 135.00' 75 . 5 0 ' L27 1 115.00' S89°44'30"W 135.00' 79 . 0 0 ' 115.00' L 2 3 3 75 . 5 0 ' L212 L211 L=27 50. 0 0 ' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' L 2 1 7 47. 0 0 ' L 2 0 9 L266 C65 L 2 6 8 S0 ° 1 5 ' 3 0 " E 2 3 7 . 3 4 ' L2 3 2 S89°44'30"W 191.86' C55 PUFE (TYP) SEE DETAIL SHEET 33 PUFE (TYP) SEE DETAIL SHEET 33 PU F E ( T Y P ) SE E D E T A I L SH E E T 3 3 C 6 9 N65°5 3 ' 1 2 " E 2 2 9 . 3 5 ' C 7 2 C 6 6 C56 N89°44'30"E 1004.31' N0 0 ° 1 5 ' 3 0 " W 2 3 0 . 3 1 ' N0 0 ° 1 5 ' 3 0 " W 2 3 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 2 3 0 . 0 0 ' N6 0 ° 4 1 ' 0 2 " W 2 1 0 . 0 0 ' N65°5 3 ' 1 2 " E 2 2 9 . 3 5 ' N65°5 3 ' 1 2 " E 2 2 9 . 3 5 ' C73 C71 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16' R/W 16' R/W 16' R/W 16' R/W 1 6 ' R / W 1 6 ' R / W 16' R/ W 16' R/ W 16 ' R/W 16 ' R/W 11 ' R/ W 16' R/W 11' R/W 16' R/W 11' R/W 1 6 ' R / W 1 1 ' R / W 16' R/ W 11' R/ W 11 ' R/W 16 ' R/W 11 ' R/ W 50 . 8 2 ' 59. 1 0 ' TRACT B 33.90' L2 1 8 35.14' 44.23' L264 16.28' L26 7 L231 L234 32.67'22.91' 30.73'34.36' L 2 7 6 L2 7 4 L 2 7 5 34.36' 30.73' L2 7 0 L 2 6 9 27.63' 35.36' L2 7 7 WI N D L A S S W A Y 3 3 ' S V T 33' SVT BON A N Z A T R A I L BONA N Z A T R A I L RE A V I S R A N C H T R A I L 1 3 ' P U F E 1 3 ' P U F E 13 ' P U F E 13 ' P U F E 13' PUFE 13' PUFE 13' PUFE 13' PUFE 1 3 ' P U F E 3 3 ' S V T 33' SVT 13 ' P U F E 13 ' P U F E MINER'S RUN TRAIL 33' S V T 3 3 ' S V T 33' S V T 33' S V T 3 3 ' S V T 3 3 ' S V T 33' S V T 3 3 ' S V T 13 ' P U F E 11 ' R/ W 30 2 . 0 0 ' 30 2 . 0 0 ' N89°44'30"E 610.45' 1 3 ' P U F E 1 3 ' P U F E N65°5 3 ' 1 2 " E 2 2 9 . 3 5 ' 1 6 ' R / W 1 6 ' R / W N89°44'30"E 682.45' 30 2 . 0 0 ' C67 C68 13 ' P U F E N89°44'30"E 650.45' N2 9 ° 1 8 ' 5 8 " E 6 9 . 0 0 ' S33 ° 3 4 ' 0 1 " W 7 9 . 8 4 ' N39 ° 5 5 ' 0 7 " E 6 9 . 6 5 ' N55° 5 9 ' 5 7 " E 7 4 . 2 5 ' S62°4 7 ' 0 2 " W 6 9 . 0 4 ' S66°1 0 ' 1 1 " W 6 7 . 0 9 ' 69.29' S77°57'40" W 5 9 . 2 4 ' N89°44'30"E 610.45' N89°44'30"E 610.45' N0 0 ° 1 5 ' 3 0 " W 2 7 0 . 0 0 ' N89°44'30"E 515.45' N6 0 ° 4 1 ' 0 2 " W 2 1 0 . 0 0 ' 16 ' R/ W 16 ' R/ W 13 ' P U F E 1 3 ' P U F E 30 2 . 0 0 ' 16 ' R/ W 16 ' N89°44'30"E 610.45' 10. 9 8 ' 68. 8 6 ' S33 ° 3 4 ' 0 1 " W 7 9 . 8 4 ' 1.72' S70°37 ' 5 5 " W 7 1 . 0 1 ' 95 . 5 0 ' 79 . 0 0 ' 95 . 5 0 ' 55.00' 13 ' P U F E 15.09' M I N E R 'S R U N T R A I L L21 0 N Horz. 1 in. = ft. 0 30 60 30 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 30' 7/5/2022 WP 215255.03 3625 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) SHEET 2 7 SHEET 2 8 SH E E T 2 6 SHEET 24 SH E E T 2 2 SHEET 23 SHEET 22 SHEET 23 SH E E T 2 6 SHEET 28 SHEE T 2 7 SH E E T 2 7 07 - 0 5 - 2 2 197 93 94 95 96909192 212 207 226225 208209 224 210 223221 211 222 191189190 193192 194 199 200 201 202 203 195 196 198 N0 ° 1 5 ' 3 0 " W 1 3 9 3 . 8 1 ' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' L 2 8 6 11 5 . 0 0 ' 81.00' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' 11 5 . 0 0 ' L2 8 3 61.00' S89°44'30"W 135.00' S89°44'30"W 135.00' 60 . 0 0 ' 60 . 0 0 ' S89°44'30"W 135.00' 60 . 0 0 ' 60 . 0 0 ' S89°44'30"W 135.00' 60 . 0 0 ' 60 . 0 0 ' S89°44'30"W 135.00' 60 . 0 0 ' 60 . 0 0 ' S89°44'30"W 135.00' 60 . 0 0 ' 60 . 0 0 ' N89°44'30"E 135.00' 60 . 0 0 ' S89°44'30"W 135.00' 60 . 0 0 ' 60 . 0 0 ' S89°44'30"W 135.00' 60 . 0 0 ' 60 . 0 0 ' S89°44'30"W 135.00' 60 . 0 0 ' 87 . 0 0 ' C63S89°44'30"W 105.00' L 2 6 1 57 . 0 0 ' 72.00' 11 5 . 0 0 ' L26 0 52.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 79.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 59.00'L 2 8 2 11 5 . 0 0 ' 62.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 62.00' 55.00' 55.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 55.00' 55.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 62.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 62.00' 62.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 62.00' 55.00' 55.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 55.00' 55.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 62.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 62.00' 62.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 62.00' 55.00' 55.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 55.00' 55.00' N0 ° 1 5 ' 3 0 " W 1 3 5 . 0 0 ' 30 . 0 0 ' PUFE (TYP) SEE DETAIL SHEET 33 N89°44'30"E 736.42' N89°44'30"E 682.45' N0 0 ° 1 5 ' 3 0 " W 2 3 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 2 3 0 . 0 0 ' N89°44'30"E 610.45' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 32' 682.45' 30 2 . 0 0 ' 30 2 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 9 0 6 . 0 0 ' 1' VNAE 1' VNAE 1' V N A E 1' V N A E L262 40.72'32.54' L259 L 2 8 1 30.73' 29.76' L2 8 4 L 2 8 5 32.54' 33' S V T 13 ' P U F E 13 ' P U F E MINER'S RUN TRAIL 13 ' P U F E 13' PUFE 13' PUFE 13' PUFE 13' PUFE 13 ' P U F E 13 ' P U F E ID A H O R O A D ( A L I G N M E N T ) TRACT C 3 3 ' S V T 33' S V T 3 3 ' S V T 3 3 ' S V T BONANZA TRAIL N0 0 ° 1 5 ' 3 0 " W 2 6 4 1 . 5 3 ' N89°44'30"E 610.45'30 2 . 0 0 ' 13 ' P U F E N89°44'30"E 650.45' N89°44'30"E 610.45' N89°44'30"E 610.45' N89°44'30"E 515.45' 16 ' R/ W 16 ' R/ W 13 ' P U F E 17' PUFE 17' PUFE 32' N0 0 ° 1 5 ' 3 0 " W 4 8 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 8 3 8 . 5 0 ' 13' PUFE 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W FL U M E T R A I L UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 7 0 6 0 N0 0 ° 1 5 ' 3 0 " W 5 6 1 . 0 0 ' N Horz. 1 in. = ft. 0 30 60 30 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 30' 7/5/2022 WP 215255.03 3626 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) SHEET 29 SH E E T 2 5 SHEET 24 SHEET 29 SH E E T 2 5 SHEET 24 07 - 0 5 - 2 2 248 139 150 138 140 127 126 128 167 153 166 162 165 169 151 148 164 168 152 149 163 170 246 177 173 245 178 174 244 179 171 175 247 172 176 145 147 125 146 144 142 141 143 119 118 6 0 . 0 0 ' L3 1 6 L315 S 6 5 ° 5 3 ' 1 2 " W 6 4 . 8 4 ' 115.00 ' L317 6 0 . 0 0 ' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' 7 0 . 5 0 ' 8 0 . 0 0 ' 6 3 . 0 0 ' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' 6 3 . 0 0 ' 5 3 . 5 0 ' 6 3 . 0 0 ' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' 6 3 . 0 0 ' 5 3 . 5 0 ' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' 6 3 . 0 0 ' 5 3 . 5 0 ' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' 6 3 . 0 0 ' 5 3 . 5 0 ' 5 3 . 5 0 ' 6 3 . 0 0 ' 5 3 . 5 0 ' 5 9 . 5 6 ' 6 3 . 0 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' 3 4 . 8 8 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' 5 3 . 5 0 ' 5 3 . 5 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' 5 3 . 5 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' 5 3 . 5 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' 5 3 . 5 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' 5 3 . 5 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' 5 3 . 5 0 ' 115.00 ' 5 0 . 5 0 ' L2 8 7 N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' 5 0 . 0 0 ' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' 5 0 . 0 0 ' 5 0 . 0 0 ' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' 8 7 . 7 9 ' 5 0 . 0 0 ' 5 0 . 0 0 ' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' 5 0 . 0 0 ' 5 0 . 0 0 ' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' 5 0 . 0 0 ' 7 9 . 1 1 ' 5 0 . 0 0 ' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' 5 0 . 0 0 ' 7 2 . 6 6 ' 5 0 . 0 0 ' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' 5 2 . 7 5 ' 5 0 . 0 0 ' 5 0 . 0 0 ' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' 5 2 . 7 5 ' 5 0 . 0 0 ' 5 0 . 0 0 ' S24°0 6 ' 4 8 " E 1 3 5 . 0 0 ' 5 0 . 0 0 ' 5 0 . 0 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' 5 2 . 7 5 ' N24°0 6 ' 4 8 " W 1 3 5 . 0 0 ' 5 2 . 7 5 ' 1 2 . 6 4 ' L = 4 1 . 8 1 ' N31° 4 1 ' 3 6 " W 1 3 8 . 9 8 ' L = 5 2 . 7 5 ' N41 ° 1 5 ' 2 8 " W 1 5 5 . 9 7 ' L = 5 2. 7 5 ' 131 . 6 1 ' 57. 2 5 ' L=52.75' N60 ° 2 3 ' 1 2 " W 1 2 5 . 0 1 ' 74. 3 7 ' L=1.64' 51. 1 1 ' N6 0 ° 4 1 ' 0 2 " W 1 2 5 . 0 0 ' 53. 3 9 ' 52. 7 5 ' N6 0 ° 4 1 ' 0 2 " W 1 2 5 . 0 0 ' 52. 7 5 ' L 2 0 5 10 4 . 0 0 ' 69. 8 0 ' 49. 7 5 ' L206 49. 0 0 ' S6 0 ° 4 1 ' 0 2 " E 1 2 5 . 0 0 ' 10 5 . 0 0 ' 52. 0 0 ' S6 0 ° 4 1 ' 0 2 " E 1 2 8 . 8 7 ' 52. 1 4 ' 52. 0 0 ' S6 0 ° 4 1 ' 0 2 " E 1 3 5 . 4 8 ' 2 4 . 8 0 ' 27. 7 0 ' 0.61' L = 9 6.4 6' S41 ° 1 3 ' 2 2 " E 1 3 7 . 9 9 ' 5.79' 44 . 8 4 ' L = 8 4 . 8 1 ' 4.52' S24°0 6 ' 4 8 " E 1 3 6 . 1 8 ' 4 8 . 1 9 ' S24°0 6 ' 4 8 " E 1 3 0 . 9 6 ' 3 2 . 0 8 ' 2 0 . 2 7 ' 5 2 . 0 0 ' 5 2 . 0 0 ' N41 ° 2 6 ' 4 5 " W 1 3 7 . 1 6 ' L = 5 2 . 5 0 ' N48 ° 4 0 ' 3 6 " W 1 3 1 . 0 5 ' L = 5 2.5 0' N55 ° 5 4 ' 2 7 " W 1 2 6 . 0 7 ' 68' L 2 0 4 47 . 0 0 ' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 10 5 . 0 0 ' 50 . 0 0 ' S2 9 ° 1 8 ' 5 8 " W 1 2 5 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' N 6 5 ° 5 3 ' 1 2 " E 6 4 . 8 4 ' L3 1 3 S24°0 6 ' 4 8 " E 2 7 6 . 5 0 ' C7 4 2.94' PU F E ( T Y P ) SE E D E T A I L SH E E T 3 3 PUFE (TYP) SEE DETAIL SHEET 33 N 6 5 ° 5 3 ' 1 2 " E 4 5 9 . 8 8 ' N 6 5 ° 5 3 ' 1 2 " E 2 2 9 . 3 5 ' C75 C 7 2 N2 9 ° 1 8 ' 5 8 " E 1 8 9 . 6 1 ' N6 0 ° 4 1 ' 0 2 " W 4 3 9 . 1 0 ' C 5 4 N24°0 6 ' 4 8 " W 2 3 0 . 0 0 ' N6 0 ° 4 1 ' 0 2 " W 2 1 0 . 0 0 ' N6 0 ° 4 1 ' 0 2 " W 3 4 4 . 0 0 ' N 6 5 ° 5 3 ' 1 2 " E 2 2 9 . 3 5 ' N 6 5 ° 5 3 ' 1 2 " E 2 2 9 . 3 5 ' C 7 3 C 7 1 N2 9 ° 1 8 ' 5 8 " E 1 5 3 . 6 1 ' N2 9 ° 1 8 ' 5 8 " E 1 5 3 . 6 1 ' 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 16' R/W16' R/W 16' R/W16' R/W 11.5' R/W11.5' R/W 11.5' R/W11.5' R/W 1 0 0 . 8 4 ' 266.00 ' 266.00 ' N24°0 6 ' 4 8 " W 2 3 0 . 0 0 ' S24°0 6 ' 4 8 " E 2 7 6 . 5 0 ' N 6 5 ° 5 3 ' 1 2 " E 5 2 1 . 0 0 ' N 6 5 ° 5 3 ' 1 2 " E 5 2 1 . 0 0 ' 16' R/W 16' R/W 16 ' R/W 16 ' R/W 16' R/ W 16' R/ W 3 3 . 5 ' R / W P E R F P 2 C9 C9 28 2 . 0 0 ' 98 . 0 0 ' 46.67' 46.67' 30.15' L20 7 46.67' 32.78' 41.09' L 3 1 4 L 3 1 2 33.79' 35.69' L 3 1 9 17 ' P U F E PE R F P 2 13 ' P U F E RI D G E L I N E T R A I L 13' P U F E 13 ' P U F E 3 3 ' S V T 33' SVT B O N A N Z A T R A I L G A L E N A P A S S RIDGE L I N E T R A I L PARCEL 12 BLOSSOM ROCK TRAIL 1 ' V N A E 1' V N A E 1 3 ' P U F E 13' PU F E 13' PU F E 13' P U F E 13' P U F E P A R C E L 1 2 13' PU F E PER F P 2 T R E A S U R E T R A I L 1 3 ' P U F E 1 3 ' P U F E 1 3 ' P U F E 33 ' S V T 33' S V T 33' S V T 33 ' S V T C9 C11 C12 C13 L 1 8 L19 L 2 0 L17 C53 C10 189 . 6 1 ' 17 ' P U F E PE R F P 2 1 7 ' P U F E P E R F P 2 13' PU F E 13' PU F E 13' PU F E 13' PU F E 13' P U F E 16 ' R/W 16' R/W 3 3 ' S V T L=1.00' L=14.71' N2 9 ° 1 8 ' 5 8 " E 2 5 0 . 3 2 ' N50 ° 4 9 ' 2 0 " W 1 8 8 . 8 7 ' N 6 5 ° 5 3 ' 1 2 " E 2 2 9 . 3 5 ' 16' R/W16' R/W 4 0 . 5 ' R / W P E R F P 2 N 6 5 ° 5 3 ' 1 2 " E 5 0 7 . 9 3 ' N 6 5 ° 5 3 ' 1 2 " E 5 0 7 . 9 3 ' 16' R/W16' R/W 16' R/W 16' R/W 1 3 ' P U F E 33 ' S V T N 6 5 ° 5 3 ' 1 2 " E 4 5 9 . 8 8 ' N 6 5 ° 5 3 ' 1 2 " E 5 0 1 . 8 8 ' N2 9 ° 1 8 ' 5 8 " E 6 9 . 0 0 ' S3 3 ° 3 4 ' 0 1 " W 7 9 . 8 4 ' N 3 9 ° 5 5 ' 0 7 " E 6 9 . 6 5 ' N 5 5 ° 5 9 ' 5 7 " E 7 4 . 2 5 ' N 6 5 ° 5 3 ' 1 2 " E 4 5 9 . 8 8 ' 5 2 . 7 5 ' 13' PU F E 13' PU F E 4 0 . 5 ' R / W P E R F P 2 L =8 4 4 .8 3 ' N65°5 3 ' 1 2 " E 8 0 . 0 0 ' 5 3 . 5 0 ' 13' PU F E N2 9 ° 1 8 ' 5 8 " E 2 1 0 . 0 0 ' 10. 9 8 ' 68 . 8 6 ' S3 3 ° 3 4 ' 0 1 " W 7 9 . 8 4 ' N 6 5 ° 5 3 ' 1 2 " E 5 2 1 . 0 0 ' 1 7 ' P U F E P E R F P 2 N 6 5 ° 5 3 ' 1 2 " E 5 0 1 . 8 8 ' M 40 . 5 ' R / W PE R F P 2 N Horz. 1 in. = ft. 0 30 60 30 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 30' 7/5/2022 WP 215255.03 3627 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SH E E T 2 2 LEGEND (SEE SHEET 2) SH E E T 2 5 SHEET 2 8 S H E E T 3 0 SH E E T 2 2 SHEET 2 5 SHEET 2 8 SH E E T 3 0 S H E E T 2 5 07 - 0 5 - 2 2 342 217 183182181 160 157156 135 134 329 331330 159 328 133 235 234 233 232236 158 153 162 161 154 151 155 164 152 163 177 242 178 179 180 341 340 339 220218219 221 N0 ° 1 6 ' 2 5 " W 1 3 5 . 1 0 ' 70.00' 70.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 9 ' 70.00' 70.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 7 ' 70.00' 70.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 5 ' 87.00' 67.00' L 2 9 8 11 5 . 0 2 ' S 2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 59.56' 63.00' 16.44' 63.00' 7.96' 54.68' S81°16'33"W 6 3 . 9 4 ' 31.50' L299 70.50'41.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 11 2 . 5 2 ' L29 7 48.00' N 6 ° 4 4 ' 2 2 " W 1 3 6 . 7 7 ' 10.14'L =4 7 .0 6 ' L =5 4 .0 2 ' N 1 4 ° 1 0 ' 4 9 " W 1 3 7 . 6 4 ' L =5 3 .5 0 ' N 2 1 ° 3 2 ' 5 6 " W 1 3 5 . 5 5 ' N 2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' L =1 8 .6 2 ' 34.88' N 2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 53.50' 53.50' S 2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' S 2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 52.75' 50.00' 50.00' S 2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 52.75' 50.00' 50.00' S 2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 50.00' 48.94' L =1 3 .8 6 ' S 2 2 ° 0 2 ' 4 2 " E 1 3 4 . 8 4 ' 57.93' 57.37' L =8 9 .9 4 ' S 8 ° 3 7 ' 2 9 " E 1 3 5 . 0 0 ' 42.41' 15.79' L =5 6 .0 7 '13.64' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 16.42'33.53' 11 5 . 0 0 ' S89°44'30"W 67.00' 47.00'L 2 9 5 L28 9 L288 L =3 1.7 8 ' N 6 ° 0 1 ' 1 4 " W 1 3 6 . 4 1 ' 11 5 . 0 0 ' N 1 5 ° 3 5 ' 0 5 " W 1 3 7 . 5 6 ' L =5 2 .7 5 ' N 2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' L =4 7 .0 4 ' 5.71' N 2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 52.75' N 2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 52.75' N 2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 52.75' 52.75' 12.64' 52.00' S 2 4 ° 0 6 ' 4 8 " E 1 2 9 . 2 9 ' 52.00' S 2 4 ° 0 6 ' 4 8 " E 1 3 3 . 6 1 ' 52.00' S 1 1 ° 2 6 ' 2 4 " E 1 3 8 . 0 4 ' 16.83' L =6 2 .8 2 ' L =5 5 .4 2 ' L278 L 2 7 9 11 5 . 0 0 ' 94.45' 11 5 . 0 0 ' L2 9 6 74.45' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' 77.00' 77.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' 77.00' 77.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' 77.00' 77.00' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.45' L 2 9 0 11 5 . 0 0 ' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00'61.00' L28 0 61.45' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 11 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' PUFE (TYP) SEE DETAIL SHEET 33 N0 0 ° 1 6 ' 2 5 " W 3 0 2 . 0 2 ' C 6 9 C 7 7 N65°5 3 ' 1 2 " E 2 2 9 . 3 5 ' N0 0 ° 1 5 ' 3 0 " W 2 3 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 2 3 0 . 0 0 ' N65°5 3 ' 1 2 " E 2 2 9 . 3 5 ' N65°5 3 ' 1 2 " E 2 2 9 . 3 5 ' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W S71°49' 2 9 " W 6 2 . 6 3 ' N89°43'35"E 111.50' 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 1 6 ' R / W 1 6 ' R / W 96.64' 30 2 . 0 0 ' 53.99' L3 0 0 L 3 0 1 34.37' 30.73' L2 9 4 L 2 9 3 34.35' 30.72' L2 9 1 L 2 9 2 34.36' 30.73' 30.73' 34.36' L 2 7 6 L2 7 7 BONA N Z A T R A I L RE A V I S R A N C H T R A I L 13 ' P U F E 1 3 ' P U F E 3 3 ' S V T 33' S V T 13 ' P U F E GALENA PASS 13 ' P U F E 13 ' P U F E 13 ' P U F E 13' PUFE 13' PUFE 3 3 ' S V T 3 3 ' S V T 3 3 ' S V T 33' S V T 33' S V T 33' S V T 13' PUFE13' PUFE 13 ' P U F E 1 3 ' P U F E 1 3 ' P U F E N65°5 3 ' 1 2 " E 2 2 9 . 3 5 ' 1 6 ' R / W N65°5 3 ' 1 2 " E 5 0 7 . 9 3 ' 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W N0 0 ° 1 5 ' 3 0 " W 9 0 6 . 0 0 ' C68 C70 13 ' P U F E N89°44'30"E 650.45' N89°43'35"E 507.00' 16' R/W 16' R/W N0 0 ° 1 6 ' 2 5 " W 2 3 0 . 0 2 ' N0 0 ° 1 6 ' 2 5 " W 2 2 7 . 5 2 ' N89°44'30"E 612.95' N89°44'30"E 610.45' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 682.45' N89°44'30"E 779.09' N65°5 3 ' 1 2 " E 4 5 9 . 8 8 ' RE A V I S R A N C H T R A I L S86°42'01"W 49.94' S74°49'2 6 " W 5 8 . 2 1 ' 52.75' 1 3 ' P U F E 1 3 ' P U F E 1 3 ' P U F E 30 2 . 0 0 ' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W N89°44'30"E 736.42' N89°44'30"E 610.45' N89°44'30"E 610.45' 682.45' N89°44'30"E 58.14' N89°44'30"E 60.64' C76 C78 53.50' N65°5 3 ' 1 2 " E 5 2 1 . 0 0 ' N89°43'35"E 111.50' 80.00' 81.45' N65°5 3 ' 1 2 " E 4 5 9 . 8 8 ' N65°5 3 ' 1 2 " E 5 0 1 . 8 8 ' N Horz. 1 in. = ft. 0 30 60 30 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 30' 7/5/2022 WP 215255.03 3628 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SHEET 3 0 LEGEND (SEE SHEET 2) SHEET 31 SH E E T 2 9 SHEET 2 5 S H E E T 2 7 SHEET 25 SH E E T 2 9 SHEET 3 0 SHEET 31 S H E E T 2 7 07 - 0 5 - 2 2 EAST 1/4 CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC 1.3' UP 332 334333331 227232231230229228 338339 336337 335 206 203 204 205 320 L28 L27 L26 L25 L24 S89°43'35"W 135.00' 70 . 0 0 ' 70 . 0 0 ' S89°43'35"W 135.00' L31 0 125.95' 13 5 . 1 6 ' 70.00' 70.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 1 4 ' 70.00' 70.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 1 2 ' 70.00' 70.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 1 0 ' 70.00' 70.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 77.00' 77.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00'61.00' 77.00' 77.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 77.00' 77.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' 77.00' 77.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' 94.00' 74.00'L 3 0 5 11 5 . 0 0 ' 81.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' S0 ° 1 5 ' 3 0 " E 1 3 5 . 0 0 ' 61.00' 11 5 . 0 0 ' L30 2 61.00' 61.00'61.00'61.00'61.00'61.00' L286 61.00' S89°44'30"W 135.00' 60 . 0 0 ' N89°44'30"E 135.00' 60 . 0 0 ' S89°44'30"W 135.00' 60 . 0 0 ' 60 . 0 0 ' S89°44'30"W 135.00' 60 . 0 0 ' 60 . 0 0 ' 60 . 0 0 ' 60 . 0 0 ' L30 6 N89°44'03"E 103.96' 91 . 5 0 ' PUFE (TYP) SEE DETAIL SHEET 33 S89°44'03"W 103.96' L 3 0 9 27 . 7 0 ' N0 0 ° 1 6 ' 2 5 " W 3 0 2 . 2 0 ' N89°44'30"E 779.09' N89°44'30"E 736.42' N0 0 ° 1 5 ' 3 0 " W 2 3 0 . 0 0 ' N89°44'30"E 612.95' N89°44'30"E 610.45' N89°44'30"E 610.45' N89°44'30"E 610.45' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 11' R/W 16' R/W 11 . 5 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 11' R/W 16' R/W 32' 32' 682.45' 30 2 . 2 0 ' 682.45' 30 1 . 3 7 ' N0 0 ° 1 5 ' 3 0 " W 9 0 6 . 0 0 ' 1' VNAE 1' VNAE 1' V N A E 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' V N A E 32.54' 30.73' L3 0 3 32.81' L304 L311 34.61' 30.58' L308 L307 35.61' 13 ' P U F E 13 ' P U F E 3 3 ' S V T ID A H O R O A D ( A L I G N M E N T ) GALENA PASS BONANZA TRAIL 13 ' P U F E 13 ' P U F E TRACT E TRACT C 17' PUFE 13' PUFE 13 ' P U F E 13 ' P U F E 13 ' P U F E 13' PUFE 13' PUFE 13' PUFE 13 ' P U F E TRACT F 33' S V T 33' S V T 3 3 ' S V T 3 3 ' S V T 33' S V T N0 0 ° 1 5 ' 3 0 " W 2 6 4 1 . 5 3 ' S0 0 ° 1 5 ' 3 0 " E 1 3 9 3 . 8 1 ' S0 0 ° 1 6 ' 2 5 " E 7 3 5 . 7 3 ' 13 ' P U F E N89°44'30"E 650.45' N89°43'35"E 507.00' 17' PUFE 32' 32' 13' PUFE 16 ' R/ W 16 ' R/ W N89°44'30"E 779.09' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W S0 ° 1 6 ' 2 5 " E 2 2 7 . 7 0 ' N0 0 ° 1 6 ' 2 5 " W 2 3 4 . 7 0 ' 17' PUFE 17' PUFE 32' 32' N89°43'35"E 73.04' N89°44'03"E 139.96' FL U M E T R A I L 13' PUFE N0 0 ° 1 5 ' 3 0 " W 4 8 0 . 0 0 ' N0 0 ° 1 5 ' 3 0 " W 8 3 8 . 5 0 ' UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 7 0 6 0 61.00' N0 ° 1 6 ' 2 5 " W 2 7 0 . 1 6 ' N0 0 ° 1 6 ' 2 5 " W 7 1 8 . 0 0 ' 3 3 ' S V T 33' S V T N Horz. 1 in. = ft. 0 30 60 30 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 30' 7/5/2022 WP 215255.03 3629 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SHEET 32 LEGEND (SEE SHEET 2) SH E E T 2 8 SHEET 26 SHEET 26 SHEET 32 SH E E T 2 8 07 - 0 5 - 2 2 272 248 278273274275276277 279 280 281 282 283 263 240 269 255252 264268 256249253 257 271 267 250 266270 254251 265 246 242245 241244247243 N2 4 ° 0 6 ' 4 8 " W 1 2 0 . 0 0 ' 60.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 33.73' L=7.85' L 3 2 1 60.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 60.00' 60.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 60.00' 60.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 60.00' 60.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 60.00' 60.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 60.00' 60.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 60.00' 60.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 60.00' 60.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 60.00' 60.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 60.00' 61.42' S2 3 ° 3 0 ' 4 6 " E 1 3 5 . 0 3 ' L=4.36' 55.64' S65°53'12"W 785.58' N65°53'12"E 629.37' 11 5 . 0 0 ' L3 2 2 59.50' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 79.50' 62.50' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 62.50' 80.00' 62.50' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 62.50' 63.00' 62.50' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 62.50' 63.00' 62.50' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 62.50' 63.00' 62.50' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 62.50' 63.00' 62.50' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 62.50' 63.00' 62.50' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 62.50' 63.00' 62.50' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 62.50' 63.00'46.84' 17.69' 27.87' N1 8 ° 3 3 ' 0 7 " W 1 3 5 . 9 8 ' L=66.95' L =4 0.3 8 '22.62' N2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' N2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 63.00' N2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 63.00' N2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 63.00' N2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 63.00' N2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 63.00' N2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 63.00' N2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 63.00' 11 5 . 0 0 ' 60.00' L316 C8 0 S2 4 ° 0 6 ' 4 8 " E 2 7 6 . 5 0 ' L3 1 5 S65°53'12"W 64.84' 87.23' 11 5 . 0 0 ' L3 1 7 60.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 70.50' 80.00' 63.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 63.00' 53.50' 63.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 63.00' 53.50' 63.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 63.00' 53.50' 63.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 63.00' 53.50' 63.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 53.50' 63.00' 53.50' 63.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 59.56' 63.00' 63.00' S2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 16.44' 63.00' S1 4 ° 4 9 ' 1 9 " E 1 3 8 . 2 5 ' 7.96' 54.68' 22.62'L =6 2.2 7' S81°1 6 ' 3 3 " W 6 3 . 9 4 ' N65°53'12"E 64.84' L 3 1 3 S2 4 ° 0 6 ' 4 8 " E 2 7 6 . 5 0 ' PUFE (TYP) SEE DETAIL SHEET 33 N65°53'12"E 587.37' C 7 9 N2 4 ° 0 6 ' 4 8 " W 5 3 2 . 0 0 ' N65°53'12"E 660.46' N2 4 ° 0 6 ' 4 8 " W 2 3 0 . 0 0 ' N2 4 ° 0 6 ' 4 8 " W 2 3 0 . 0 0 ' N65°53'12"E 523.62' N65°53'12"E 523.62' N65°53'12"E 587.37' 16 ' R/ W 16 ' R/ W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W R/ W R/ W L=7.85' 11 . 5 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 11 . 5 ' R/ W 100.84'559.62' 26 6 . 0 0 ' 26 6 . 0 0 ' N65°53'12"E 579.50' S71°08'50"W 64.53' N65°53'12"E 521.00' N65°53'12"E 521.00' S71°49'29"W 62.6 3 ' 33.5' R/W PER FP2 40.5' R/W PER FP2 C89 C9 1' VNAE L320 46.67' L318 32.78' 41.09' L314 L312 33.79' 35.69' L319 13' PUFE PARCEL 12 PARCEL 13 BL O S S O M R O C K T R A I L 13 ' P U F E PE R F P 2 RI D G E L I N E T R A I L RIDGE ROAD TREASURE TRAIL 13 ' P U F E 13 ' P U F E 13' PUFE 13' PUFE 13' PUFE13' PUFE 3 3 ' S V T 33' S V T 33' S V T 33' S V T 33' SVT C11 C 1 2 C1 3 L18 L19 L20 C1 4 C1 5 C1 6 L17 L 2 1 S2 4 ° 0 6 ' 4 8 " E 6 3 0 . 0 0 ' 17' PUFE PER FP2 40.5' R/ W PER FP 2 13' PUFE 40.5' R/W PER FP2 33.5' R/W PER FP2 L=8 4 4.8 3 ' L = 8 7 .6 9 ' C5 0 S2 4 ° 0 6 ' 4 8 " E 8 5 4 . 9 2 ' 17' PUFE PER FP2 17' PUFE PER FP2 N65°53'12"E 80.00' 13' PUFE 53.50' 13 ' P U F E 13 ' P U F E 13 ' P U F E 13 ' P U F E 13 ' P U F E 13 ' P U F E 1' V N A E 13' PUFE C90 C88 S65°53'12"W 785.58' 13 ' P U F E 16 ' R/ W 16 ' R/ W N65°53'12"E 521.00' 40.5' R/W PER FP2 58.50' UNSUBDIVIDED STATE OF ARIZONA APN 104070090 17' PUFE PER FP2 N Horz. 1 in. = ft. 0 30 60 30 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 30' 7/5/2022 WP 215255.03 3630 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SHEET 32 LEGEND (SEE SHEET 2) SH E E T 3 1 SHE E T 2 7 SHEET 28SHEET 27 SHEET 28 SH E E T 3 1 07 - 0 5 - 2 2 293 259 310 307 262 258 284 283 287 285 238 286 289288 239 237 308 327 263 240 326 325 324 323 309261 311 312 313 260 264 256 257 242 241 290 291 292 S 2 3 ° 3 0 ' 4 6 " E 1 3 5 . 0 3 ' L=4.36' 55.64' 36.93' 42.71' S 1 5 ° 1 4 ' 5 6 " E 1 3 5 . 0 0 ' L =6 0 .0 0 ' 39.80' 39.80' S 6 ° 5 9 ' 0 6 " E 1 3 5 . 0 0 ' L =6 0 .0 0 ' 32.31'43.57' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 11.27'L =4 8 .7 3 '60.00' 60.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 60.00' 60.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 57.00' 77.00' S0 ° 1 6 ' 2 5 " E 1 1 5 . 0 0 ' L34 1 74.45' L 3 4 2 N0 ° 1 6 ' 2 5 " W 1 1 5 . 0 0 ' 94.45' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 77.00' 77.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 77.00' 77.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 77.00' 77.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 32.00' N74°45'0 4 " E 8 2 . 5 1 ' N83°00'54"E 72.11 ' N89°43'35"E 923.02' N89°43'35"E 188.27' C86 N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 73.00' 73.00' 73.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 74.23' 74.23' 95 . 5 0 ' 79 . 0 0 ' 95 . 5 0 ' 74.23' 75 . 5 0 ' L34 4 115.00' S89°43'35"W 135.00' S89°43'35"W 135.00' 79 . 0 0 ' 115.00' L 3 2 9 75 . 5 0 ' 70.00' 70.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 70.00' 70.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 70.00' 70.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 70.00' 70.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 87.00' 67.00' 11 5 . 0 0 ' L33 1 S 2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 62.50' 62.50' S 2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 62.50' 63.00' S 1 5 ° 3 5 ' 5 8 " E 1 3 8 . 2 1 ' 46.84' 17.69' 27.87' L =5 7 .0 6 ' 95 . 5 0 ' 79 . 0 0 ' S80°44'45"W 6 4 . 0 2 ' L =1 0 0 .9 8 'L=1.73' N89°43'35"E 113.27' L 3 3 5 75 . 5 0 ' S89°43'35"W 135.00' 79 . 0 0 ' S89°43'35"W 135.00' 75 . 5 0 ' L32 4 S89°43'35"W 49.51' L =6 5 .7 6 ' 10 0 . 6 9 ' N 1 8 ° 3 3 ' 0 7 " W 1 3 5 . 9 8 ' L =4 0 .3 8 ' 22.62' N 2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' N 2 4 ° 0 6 ' 4 8 " W 1 3 5 . 0 0 ' 63.00' 63.00' S 2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 63.00' S 2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' 63.00' S 2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' S 1 4 ° 4 9 ' 1 9 " E 1 3 8 . 2 5 ' 22.62' L =6 2 .2 7 ' L =9 7 .5 0 '1.51' S0 ° 1 6 ' 2 5 " E 1 3 6 . 7 4 ' S81°16'33"W 6 3 . 9 4 ' 63.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 31.50' L299 60.00'L 3 3 0 11 5 . 0 0 ' 70.50'41.00' N89°43'35"E 88.00' L 3 4 3 S0 ° 1 6 ' 2 5 " E 2 4 0 . 0 0 ' L32 8 S89°43'35"W 88.00' L325 N0 ° 1 6 ' 2 5 " W 2 4 0 . 0 0 ' L33 6 PUFE (TYP) SEE DETAIL SHEET 33 C 8 5 N0 0 ° 1 6 ' 2 5 " W 1 5 1 . 0 0 ' N0 0 ° 1 6 ' 2 5 " W 3 0 2 . 0 0 ' N0 0 ° 1 6 ' 2 5 " W 3 0 2 . 0 0 ' C 8 2 N0 0 ° 1 6 ' 2 5 " W 2 3 0 . 0 0 ' N0 0 ° 1 6 ' 2 5 " W 2 3 0 . 0 0 ' N0 0 ° 1 6 ' 2 5 " W 2 3 0 . 0 2 ' N0 0 ° 1 6 ' 2 5 " W 2 2 7 . 5 2 ' 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 16 ' R/ W 16 ' R/ W 11 ' R/ W 11 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W C81 C83 S71°08 ' 5 0 " W 6 4 . 5 3 ' S71°49' 2 9 " W 6 2 . 6 3 ' N89°43'35"E 111.50' N0 ° 1 6 ' 2 5 " W 1 3 6 . 9 5 ' C84 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 11' R/W 16' R/W 11' R/W 11' R/W 16' R/W 11.0' R/W 16.0' R/W 16' R/W 16' R/W 11 ' R/ W 11 ' R/ W C89 607.45'75.00'75.00'85.51' 75.00'75.00'149.27' TRACT D L345 29.76'35.39' L340 25.21' L338L337 27.52' L346 36.29'29.68' L334 L320 L323 30.27'32.54' L332 L333 33.36'29.30' L326 25.37' 46.67' 1 3 ' P U F E 1 3 ' P U F E RIDGE ROAD TREASURE TRAIL OR E T R A I L OR E T R A I L 13 ' P U F E 13 ' P U F E 13' PUFE 13' PUFE 13 ' P U F E 13 ' P U F E TRACT D 13' PUFE 13' PUFE 33' S V T 33' S V T 33' S V T 33' S V T 33' S V T 3 3 ' S V T 33' S V T 13 ' P U F E 13 ' P U F E 3 3 ' S V T 3 3 ' S V T 3 3 ' S V T 3 3 ' S V T 3 3 ' S V T 13 ' P U F E UNSUBDIVIDED STATE OF ARIZONA APN 104070090 N89°43'35"E 507.00' 16' R/W 16' R/W 16' R/W 16' R/W 1 3 ' P U F E 1 3 ' P U F E C90 C88 S65°5 3 ' 1 2 " W 7 8 5 . 5 8 ' 1 3 ' P U F E 1 3 ' P U F E RE A V I S R A N C H T R A I L N89°43'35"E 1005.72' N89°43'35"E 941.96' 1 3 ' P U F E 1 3 ' P U F E 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 1 6 ' R / W 13' PUFE 13' PUFE 13' PUFE 13' PUFE 13' PUFE 13' PUFE 13' PUFE 13' PUFE 13 ' P U F E 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 607.45' 13 ' P U F E 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W L327 N0 0 ° 1 6 ' 2 5 " W 3 0 2 . 0 2 ' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' N89°43'35"E 440.45' N89°43'35"E 610.45' N89°43'35"E 670.45' N89°43'35"E 111.50' 80.00' 58.50' N0 ° 1 6 ' 2 5 " W 1 3 8 . 2 3 ' N89°43'35"E 124.51'N89°43'35"E 615.45' N89°43'35"E 670.45' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' L =6 6 .9 5 ' N Horz. 1 in. = ft. 0 30 60 30 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 30' 7/5/2022 WP 215255.03 3631 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A LEGEND (SEE SHEET 2) S H E E T 3 0 SHEET 28 SH E E T 3 2 SHEET 28 SH E E T 3 2 S H E E T 3 0 07 - 0 5 - 2 2 293 306 319 307 301 304305 323 322 321 313 314 315 316 296294295 297 299 318 300 317 302 303 77.00' 77.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 77.00' 77.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 77.00' 77.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 77.00' 77.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' S0 0 ° 1 6 ' 2 5 " E 1 1 5 . 0 0 ' L35 3 74.00' 94.00' N0 ° 1 6 ' 2 5 " W 7 3 5 . 7 3 ' 30.00'32.00' L2 3 N89°43'35"E 923.02' N89°43'35"E 197.00' 298 135.00' 70 . 0 0 ' S89°43'35"W 135.00' 70 . 0 0 ' 67 . 0 0 ' 97 . 0 0 ' C 8 9 S89°43'35"W 105.00' L 3 5 4 N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 73.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 73.00' 73.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 73.00' 73.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 73.00' 73.00' S0 ° 1 6 ' 2 5 " E 1 3 5 . 0 0 ' 73.00' 74.23' 95 . 5 0 ' 74.23' 75 . 5 0 ' S89°43'35"W 135.00' 115.00'L 3 5 1 79 . 0 0 ' S89°43'35"W 135.00' 79 . 0 0 ' 75 . 5 0 ' L35 0 115.00' 95 . 5 0 ' 74.23' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 73.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 73.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 73.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 73.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 67 . 0 0 ' L34 8 N89°43'35"E 105.00'C87 97 . 0 0 ' S89°43'35"W 135.00' 70 . 0 0 ' 70 . 0 0 ' S89°43'35"W 135.00' 13 5 . 0 0 ' 128.45' L349 S0 ° 1 6 ' 2 5 " E 2 2 7 . 7 0 ' 70.00' 70.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 70.00' 70.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 70.00' 70.00' N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' PUFE (TYP) SEE DETAIL SHEET 33 31 4 . 0 0 ' N89°43'35"E 1005.72' N89°43'35"E 941.96' C 88 C9 0 N0 0 ° 1 6 ' 2 5 " W 1 7 3 . 0 0 ' N0 0 ° 1 6 ' 2 5 " W 2 3 0 . 0 0 ' N0 0 ° 1 6 ' 2 5 " W 2 3 4 . 7 0 ' N89°43'35"E 670.45' N89°43'35"E 610.45' N0 0 ° 1 6 ' 2 5 " W 1 3 7 . 0 0 ' N89°43'35"E 670.45' N89°43'35"E 615.45' 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16 ' R/ W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 16' R/W 11' R/W 16' R/W 11' R/W 16' R/W 32' 99.00' 607.45'99.00' N0 0 ° 1 6 ' 2 5 " W 2 3 0 . 0 0 ' 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 1' VNAE 46.67'29.24' L347 46.67' 46.67' L355 40.72'32.54' L352 TREASURE TRAIL RIDGE ROAD 13 ' P U F E 13 ' P U F E 13' PUFE 13' PUFE 13' PUFE TRACT E TR A C T F FL U M E T R A I L 13 ' P U F E 13 ' P U F E 3 3 ' S V T 3 3 ' S V T 3 3 ' S V T 33' S V T 33' S V T 33' S V T ID A H O R O A D ( A L I G N M E N T ) 13 ' P U F E 13' PUFE 13' PUFE N0 0 ° 1 6 ' 2 5 " W 2 6 4 0 . 8 8 ' UNSUBDIVIDED STATE OF ARIZONA APN 104070090 N89°43'35"E 507.00' S0 ° 1 6 ' 2 5 " E 2 2 7 . 7 0 ' 32' FL U M E T R A I L 16 ' R/ W 16 ' R/ W R/ W R/ W 16 ' R/ W 16 ' R/ W 607.45' N89°43'35"E 440.45' 13' PUFE 13' PUFE N0 0 ° 1 6 ' 2 5 " W 3 0 2 . 2 0 ' 17' PUFE 17' PUFE TO M B S T O N E T R A I L 13' PUFE N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' 13 ' P U F E UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 7 0 6 0 N0 ° 1 6 ' 2 5 " W 1 3 5 . 0 0 ' N0 ° 1 6 ' 2 5 " W 2 7 0 . 1 6 ' N0 0 ° 1 6 ' 2 5 " W 7 1 8 . 0 0 ' C17 C 1 8 C19 C 2 0 L22 S2 4 ° 0 6 ' 4 8 " E 2 7 0 . 0 0 ' S2 4 ° 0 6 ' 4 8 " E 6 3 0 . 0 0 ' N2 4 ° 0 6 ' 4 8 " W 1 9 4 . 5 4 ' N2 4 ° 0 6 ' 4 8 " W 1 9 4 . 5 4 ' 33.5' R/W PER FP2 33.5' R/W PER FP2 40.5' R/W PER FP2 PA R C E L 1 3 UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 0 0 9 0 BL O S S O M R O C K T R A I L 17' PUFE PER FP2 N Horz. 1 in. = ft. 0 30 60 30 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP 1" = 30' 7/5/2022 WP 215255.03 3632 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SHEET 30 LEGEND (SEE SHEET 2)SHEET 28 SH E E T 3 0 SHEET 28 SH E E T 3 0 N 07 - 0 5 - 2 2 RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP NTS 7/5/2022 WP 215255.03 3633 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A 5'5' LOT LINE 10'x2' PUFE R/W LINE 13 ' P U F E 10'X2' PUFE BOX DETAIL NOTES 1.13' FROM PROPERTY LINE (BACK OF CURB) TO LIVING AREA OR SIDE 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. 3.8' W X 8' 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. 16' R/W & B/C P.U.F.E. LO C A L S T R E E T 5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK FRONT LOT LINE REAR & 16 ' R/ W & B / C LOCAL STREET 13 ' P. U . F . E 22' SIDE YARD SETBACK AGAINST STREET 5' S/W 13' SETBACK (NOTES 1-2) NOTE 3 13' FRONT SIDE LOT LINE 5' S I D E SE T B A C K 15 ' R E A R SE T B A C K 15 ' R E A R SE T B A C K N.T.S 5' S/ W 7' TYPICAL LOT SETBACK DETAIL 50'X125' (FRONT LOADED) NOTES 1.13' FROM PROPERTY LINE (BACK OF CURB) TO LIVING AREA OR SIDE 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. 3.8' W X 8' 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. 16' R/W & B/C P.U.F.E. LO C A L S T R E E T 5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK FRONT LOT LINE REAR & 16 ' R/ W & B / C LOCAL STREET 13 ' P. U . F . E 22' SIDE YARD SETBACK AGAINST STREET 5' S/W 13' SETBACK (NOTES 1-2) NOTE 3 13' FRONT SIDE LOT LINE 5' S I D E SE T B A C K 15 ' R E A R SE T B A C K 15 ' R E A R SE T B A C K N.T.S 5' S/ W 7' TYPICAL LOT SETBACK DETAIL 60'X135' (FRONT LOADED) NOTES 1.13' FROM PROPERTY LINE (BACK OF CURB) TO LIVING AREA OR SIDE 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. 3.8' W X 8' 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. 16' R/W & B/C P.U.F.E. LO C A L S T R E E T 5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK FRONT LOT LINE REAR & 16 ' R/ W & B / C LOCAL STREET 13 ' P. U . F . E 22' SIDE YARD SETBACK AGAINST STREET 5' S/W 13' SETBACK (NOTES 1-2) NOTE 3 13' FRONT SIDE LOT LINE 5' S I D E SE T B A C K 15 ' R E A R SE T B A C K 15 ' R E A R SE T B A C K N.T.S 5' S/ W 7' TYPICAL LOT SETBACK DETAIL 70'X135' (FRONT LOADED) LOT LINE 8'x8' PUFE R/W LINE 13 ' P U F E 4'4' 8'X8' PUFE BOX DETAIL NOTES 1.13' FROM PROPERTY LINE (BACK OF CURB) TO LIVING AREA OR SIDE 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. 3.8' W X 8' 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. 4.NO GARAGE ENTRY FROM SIDE STREET. 4' LOT LINE TO PUFE & LOT WALL 11.5' R/W & B/C P.U.F.E. EN T R Y S T R E E T 5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK FRONT LOT LINE REAR LOT LINE 16 ' R/ W & B / C LOCAL STREET OFFSITE STREET 13 ' P. U . F . E 5' SIDE SETBACK ENTRY TRACTS (NOTE 4) 5' S/W 13' TR A C T W I D T H VA R I E S 1 0 ' M I N NOTE 3 13' FRONT SETBACK (NOTES 1-2) TYPICAL LOT SETBACK DETAIL AT ENTRY STREET 5' S/ W 7' N.T.S 17' R/W TO LOT LINE LO C A L S T R E E T 13' 16' R/W & B/C 5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK 5' P. U . F . E 5' F R O N T PRIVATE STREET NOTES 1.LOT MINIMUM WIDTH WILL BE ESTABLISHED AT 5' FROM BACK OF CURB. 2.SETBACK TO FACE OF GARAGE FOR LOT SIZE 37' X 81' SHALL BE 5' FROM RIGHT-OF-WAY. SETBACK TO FACE OF GARAGE FOR LOT SIZE 43' X 100' TO BE 20' FROM RIGHT-OF-WAY. 5' REAR SETBACK SEE NOTES 1 & 2 N.T.S TYPICAL LOT LAYOUT 37' X 81', 43' X 100' GREEN COURT (ALLEY LOADED) 12' BC P.U.F.E. 37' MINIMUM 81 ' M I N I M U M 43' MINIMUM 10 0 ' M I N I M U M TRACT SIZE 43' X 100'37' X 81' 5' SIDE SETBACK SE T B A C K VARIES LO C A L S T R E E T 5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK 5' R E A R SE T B A C K 5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK 5' R E A R SE T B A C K PRIVATE STREET NOTES 1.4' TO ALLEY OR MOTORCOURT 5' FROM PROPERTY LINE. 2.LOT MINIMUM WIDTH WILL BE ESTABLISHED AT 5' FROM BACK OF CURB. 3.3' - 5' OR 20'+ FROM GARAGE FACE TO PROPERTY LINE. 5' FRONT SETBACK SEE NOTES 1, 2, & 3 N.T.S TYPICAL LOT LAYOUT 55' X 60' AUTO COURT (FRONT LOADED) 10' BC LO C A L S T R E E T P.U.F.E. 13' P.U.F.E. 13' 55' MINIMUM 60 ' MI N I M U M 20 ' 16' R/W & B/C TRACT SIZE VARIES 16' R/W & B/C P.U.F.E. LO C A L S T R E E T 5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK FRONT LOT LINE 16 ' R/ W & B / C LOCAL STREET 13 ' P. U . F . E 22' SIDE YARD SETBACK AGAINST STREET 13' SETBACK (NOTES 1-2)R 2 0 . 0 ' 13' FRONT REAR LOT LINE 5' R E A R SE T B A C K 5' R E A R SE T B A C K NOTES 1.13' FROM PROPERTY LINE (BACK OF CURB) TO LIVING AREA OR SIDE 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. 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. N.T.S TYPICAL LOT SETBACK DETAIL 50' X 80' SINGLE FAMILY (FRONT LOADED) 80 ' M I N I M U M 50' MINIMUM 5' S/W NOTE 3 07 - 0 5 - 2 2 LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 BEARING S89°46'59"W N89°46'59"E S00°13'01"E N89°46'59"E S74°18'58"W N60°41'02"W S29°18'58"W N60°41'02"W S15°41'02"E N29°18'58"E S74°18'57"W N60°41'02"W N29°18'58"E N60°41'02"W S15°41'02"E N29°18'58"E S23°59'01"W N65°53'12"E S24°06'48"E N65°53'12"E N67°43'50"W N65°53'12"E S00°16'25"E N44°43'49"E N89°44'03"E N00°15'57"W S89°44'03"W N45°15'43"W N44°44'30"E N89°44'30"E N00°15'30"W S89°44'30"W N45°15'30"W N44°45'44"E N78°31'11"W S82°30'25"W S82°32'28"W S44°45'44"W N45°14'16"W N86°06'58"W N82°00'16"E S85°34'24"E N82°00'05"E S85°34'20"E N82°00'12"E S82°00'05"W N85°34'13"W N14°01'51"W S82°00'12"W N85°34'20"W N82°00'12"E N83°58'30"W N86°17'04"W N82°07'28"W N89°46'59"E N89°46'59"E S82°00'15"W S85°34'19"E S85°34'20"E N89°46'59"E DISTANCE 16.48' 12.20' 23.00' 10.96' 35.36' 16.50' 23.00' 16.50' 35.36' 31.20' 35.36' 16.50' 23.00' 16.50' 35.36' 15.82' 37.21' 22.42' 23.00' 18.89' 36.20' 17.00' 22.00' 42.42' 11.04' 23.00' 11.04' 42.42' 35.36' 11.04' 23.00' 11.04' 35.36' 28.27' 55.08' 74.62' 102.10' 28.27' 28.29' 73.24' 39.30' 83.07' 32.00' 141.38' 66.79' 66.85' 141.44' 13.84' 66.79' 53.55' 18.92' 98.91' 79.27' 84.75' 10.00' 10.00' 34.58' 71.15' 141.38' 10.00' LINE TABLE LINE L61 L62 L63 L64 L65 L66 L67 L68 L69 L70 L71 L72 L73 L74 L75 L76 L77 L78 L79 L80 L81 L82 L83 L84 L85 L86 L87 L88 L89 L90 L91 L92 L93 L94 L95 L96 L97 L98 L99 L100 L101 L102 L103 L104 L105 L106 L107 L108 L109 L110 L111 L112 L113 L114 L115 L116 L117 L118 L119 L120 BEARING N89°46'59"E S82°30'25"W N85°34'19"W S82°33'03"W N89°46'59"E N89°46'59"E S82°30'25"W N85°34'19"W N00°15'30"W N00°15'30"W S00°15'30"E S00°15'30"E N89°46'59"E N89°46'59"E N82°00'15"E N86°07'33"W S85°34'19"E N89°46'59"E N89°46'59"E N75°49'48"E S85°34'19"E N89°46'59"E N89°46'59"E N89°46'59"E N89°46'59"E S45°13'01"E N89°46'59"E N44°45'44"E S00°15'30"E S00°15'30"E N15°21'53"E N08°02'11"W S18°06'25"W N00°15'30"W N00°15'30"W N74°18'58"E N67°55'29"W N55°31'52"W S15°41'02"E N74°18'58"E N68°27'46"W N56°02'20"W N69°03'20"W S56°46'01"E S27°07'12"W S15°42'07"W N83°18'51"W N00°15'30"W N00°15'30"W N27°07'12"E S60°41'02"E N89°44'30"E N06°49'43"W N05°32'23"E N84°10'31"W N86°13'48"E S86°09'15"E N86°09'56"E N08°02'13"W S05°59'00"W DISTANCE 10.00' 36.97' 68.91' 50.59' 10.00' 10.00' 36.97' 68.91' 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 34.58' 189.04' 71.15' 10.00' 10.00' 14.30' 88.92' 10.00' 10.00' 10.00' 10.00' 42.43' 14.02' 24.04' 10.00' 10.00' 47.24' 45.02' 3.68' 10.00' 10.00' 28.28' 25.00' 87.04' 28.28' 28.28' 31.94' 83.12' 21.17' 94.85' 22.90' 2.49' 81.20' 25.39' 25.37' 19.17' 6.93' 17.58' 88.67' 95.34' 108.45' 32.88' 55.52' 16.03' 44.71' 60.71' LINE TABLE LINE L121 L122 L123 L124 L125 L126 L127 L128 L129 L130 L131 L132 L133 L134 L135 L136 L137 L138 L139 L140 L141 L142 L143 L144 L145 L146 L147 L148 L149 L150 L151 L152 L153 L154 L155 L156 L157 L158 L159 L160 L161 L162 L163 L164 L165 L166 L167 L168 L169 L170 L171 L172 L173 L174 L175 L176 L177 L178 L179 L180 BEARING N00°15'30"W N00°15'30"W S00°15'30"E S00°15'30"E S10°43'39"E S04°23'13"W N00°15'30"W N00°15'30"W S00°15'30"E S00°15'30"E N83°34'39"E N04°23'13"E S09°46'24"E N04°23'13"E S07°32'03"E N04°23'13"E S04°23'13"W S08°02'13"E N00°15'30"W N00°15'30"W N04°53'41"E S08°02'13"E N00°15'30"W N00°15'30"W N06°29'36"E S04°23'13"W N10°39'08"W S00°15'30"E S00°15'30"E N04°23'13"E N08°02'13"W S00°15'30"E S00°15'30"E S04°23'13"W N08°02'13"W N00°15'30"W N00°15'30"W S04°23'13"W N08°02'13"W N00°15'30"W N00°15'30"W N05°58'05"E N08°02'13"W N15°41'02"W N56°02'20"W N68°27'46"W S54°56'48"E S33°33'15"W N15°43'40"E N33°14'52"E N74°18'58"E N56°58'54"W N86°19'28"W S45°15'30"E S11°01'39"W N08°02'13"W S04°23'13"W N08°02'13"W N04°23'13"E N44°44'30"E DISTANCE 10.00' 10.00' 10.00' 10.00' 24.15' 80.64' 10.00' 10.00' 10.00' 10.00' 96.13' 77.68' 27.46' 68.91' 36.97' 46.64' 27.12' 20.65' 10.00' 10.00' 67.57' 38.07' 10.00' 10.00' 148.53' 80.42' 24.40' 10.00' 10.00' 71.15' 34.58' 10.00' 10.00' 46.64' 125.95' 10.00' 10.00' 71.15' 34.58' 10.00' 10.00' 60.80' 44.62' 28.28' 83.12' 36.62' 110.97' 163.27' 20.27' 174.33' 28.28' 113.07' 174.23' 28.28' 35.24' 54.31' 118.14' 55.48' 117.05' 28.28' LINE TABLE LINE L181 L182 L183 L184 L185 L186 L187 L188 L189 L190 L191 L192 L193 L194 L195 L196 L197 L198 L199 L200 L201 L202 L203 L204 L205 L206 L207 L208 L209 L210 L211 L212 L213 L214 L215 L216 L217 L218 L219 L220 L221 L222 L223 L224 L225 L226 L227 L228 L229 L230 L231 L232 L233 L234 L235 L236 L237 L238 L239 L240 BEARING N83°08'57"E N86°44'52"W S45°15'30"E S11°01'39"W N08°02'13"W N04°23'13"E N44°44'30"E S78°14'48"W N56°07'31"W S15°41'02"E N67°57'36"W S74°18'58"W S22°43'27"W S15°41'02"E N75°59'37"W S74°18'58"W N15°41'02"W S74°18'58"W N15°41'02"W S34°35'59"W N74°18'58"E N15°41'02"W N20°28'41"E N74°18'58"E S74°18'58"W N15°41'02"W N56°21'53"W S74°18'58"W N15°41'02"W N60°41'02"W S60°41'02"E N74°18'58"E N34°06'37"E N65°31'34"W N69°44'52"W N77°44'21"W S15°41'02"E S20°28'38"W S34°35'59"W S74°18'58"W S15°41'02"E S20°28'41"W S34°35'59"W N20°28'41"E N34°35'59"E N74°18'58"E S60°41'02"E N60°41'02"W S56°45'08"E N85°09'40"W S88°37'55"W S44°44'30"W N45°15'30"W S86°42'02"E N86°47'43"W S45°15'30"E S44°44'30"W S83°36'54"W N45°15'30"W S86°47'43"E DISTANCE 87.03' 157.45' 28.28' 35.24' 54.31' 118.14' 28.28' 47.92' 182.07' 28.28' 74.62' 28.28' 87.04' 28.28' 29.13' 28.28' 28.28' 28.28' 28.28' 119.28' 28.28' 28.28' 53.03' 28.28' 28.28' 28.28' 155.10' 28.28' 28.28' 28.10' 23.10' 28.28' 108.04' 22.17' 31.30' 50.20' 28.28' 53.05' 119.28' 28.28' 28.28' 53.03' 119.28' 53.03' 119.28' 28.28' 44.74' 44.74' 174.33' 29.49' 261.29' 28.28' 28.28' 159.51' 155.33' 28.28' 28.28' 68.44' 28.28' 46.11' LINE TABLE LINE L241 L242 L243 L244 L245 L246 L247 L248 L249 L250 L251 L252 L253 L254 L255 L256 L257 L258 L259 L260 L261 L262 L263 L264 L265 L266 L267 L268 L269 L270 L271 L272 L273 L274 L275 L276 L277 L278 L279 L280 L281 L282 L283 L284 L285 L286 L287 L288 L289 L290 L291 L292 L293 L294 L295 L296 L297 L298 L299 L300 BEARING S86°16'44"W S44°44'30"W N45°15'30"W N86°34'10"W S83°32'18"W S44°44'30"W N45°15'30"W S82°24'55"E N44°44'30"E N83°36'54"E S86°47'40"E S45°15'30"E N44°44'30"E N83°36'52"E S86°03'12"E S45°15'30"E N44°44'30"E S44°44'30"W S83°09'00"W S44°44'30"W N45°15'30"W S77°18'59"E S45°15'30"E N44°26'27"E S29°18'58"W N29°18'58"E N39°38'43"E S46°53'49"E N07°55'25"W S04°37'49"W N44°44'30"E S42°57'03"W N45°15'30"W S04°03'44"W N08°26'28"W S08°26'28"E N04°37'49"E N89°44'30"E S45°15'30"E N44°44'30"E S05°08'48"E S45°15'30"E S44°44'30"W N03°40'25"E S06°51'00"E S45°15'30"E N69°06'48"W S89°44'30"W S44°44'30"W N45°15'30"W S04°37'49"W N08°26'28"W S08°26'32"E N04°37'45"E S45°15'30"E N44°44'30"E S44°44'03"W N45°15'57"W S86°34'04"W S04°36'56"W DISTANCE 46.11' 28.28' 28.28' 143.22' 71.66' 28.28' 24.04' 84.81' 28.28' 23.70' 67.09' 28.28' 28.28' 68.47' 160.42' 28.28' 28.28' 28.28' 87.04' 28.28' 28.28' 18.78' 28.28' 6.65' 14.82' 19.82' 249.44' 30.90' 95.22' 132.29' 28.28' 29.15' 28.28' 118.06' 61.17' 61.17' 132.29' 17.97' 28.28' 28.28' 132.29' 28.28' 28.28' 152.68' 74.11' 28.28' 28.28' 17.97' 28.28' 28.28' 132.29' 61.17' 61.19' 132.27' 28.28' 28.28' 31.82' 28.29' 31.55' 132.33' LINE TABLE LINE L301 L302 L303 L304 L305 L306 L307 L308 L309 L310 L311 L312 L313 L314 L315 L316 L317 L318 L319 L320 L321 L322 L323 L324 L325 L326 L327 L328 L329 L330 L331 L332 L333 L334 L335 L336 L337 L338 L339 L340 L341 L342 L343 L344 L345 L346 L347 L348 L349 L350 L351 L352 L353 L354 L355 L356 BEARING N08°27'16"W S44°44'30"W N04°37'49"E N86°43'06"W S45°15'30"E N44°44'17"E N77°32'06"E S81°54'56"E N45°16'11"W S44°44'03"W S83°30'33"W S76°43'55"W S69°06'48"E S50°01'15"W S20°53'12"W N69°06'48"W N20°53'12"E N69°25'50"E N59°40'46"E N71°57'52"E N71°04'31"W N20°53'12"E S85°49'50"E S44°43'35"W N45°16'25"W S86°48'17"E S81°36'01"W S44°43'35"W N45°16'25"W S45°16'25"E N44°43'35"E N83°08'05"E S86°48'17"E N89°24'43"E S45°16'25"E N44°43'35"E N83°35'38"E S87°01'15"E N15°41'02"W S80°41'14"W S44°43'35"W N45°16'25"W S45°16'25"E N44°43'35"E S86°20'30"E N83°35'38"E N86°20'30"W N44°43'35"E S45°16'25"E S44°43'35"W S45°16'25"E S83°08'05"W S44°43'35"W N45°16'25"W S77°19'54"E N20°28'41"E DISTANCE 61.15' 28.28' 132.29' 158.74' 28.28' 28.29' 37.02' 78.33' 28.29' 31.82' 78.51' 48.40' 28.28' 14.48' 28.28' 28.28' 28.28' 158.92' 71.82' 90.61' 26.27' 28.28' 143.17' 28.28' 28.28' 76.50' 13.12' 28.28' 28.28' 28.28' 28.28' 87.04' 155.59' 212.03' 28.28' 28.28' 21.56' 69.39' 28.28' 50.75' 28.28' 28.28' 28.28' 28.28' 174.33' 68.68' 179.71' 28.28' 28.28' 28.28' 28.28' 87.04' 28.28' 28.28' 18.78' 53.03' CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 DELTA 29°30'55" 24°50'24" 31°19'56" 31°19'56" 31°19'56" 31°19'56" 31°19'56" 31°19'56" 44°00'00" 53°25'46" 32°12'02" 30°38'58" 1°09'33" 1°41'27" 30°40'55" 31°45'24" 31°19'56" 31°19'56" 31°19'56" 31°19'56" 90°00'00" 90°00'00" 90°02'28" 90°02'28" 90°02'28" 90°02'28" 90°01'27" 90°00'00" 90°00'00" 29°34'27" 29°34'27" 29°34'27" 29°34'27" 29°34'27" 29°34'27" 29°34'27" 29°34'27" 29°34'27" 27°22'41" 27°22'41" 27°22'41" 5°51'17" 29°34'27" 17°28'32" 90°00'02" RADIUS 1000.00' 966.50' 24.00' 24.00' 24.00' 24.00' 24.00' 24.00' 1040.50' 1000.00' 24.00' 24.00' 1033.50' 1033.50' 24.00' 24.00' 24.00' 24.00' 7.00' 41.00' 36.00' 10.00' 10.00' 36.00' 36.00' 36.00' 10.00' 40.00' 10.00' 211.00' 200.00' 184.00' 216.00' 200.00' 184.00' 216.00' 200.00' 184.00' 116.00' 100.00' 84.00' 84.00' 100.00' 116.00' 10.00' ARC 515.14' 419.02' 13.12' 13.12' 13.12' 13.12' 13.12' 13.12' 799.05' 932.52' 13.49' 12.84' 20.91' 30.50' 12.85' 13.30' 13.12' 13.12' 3.83' 22.42' 56.55' 15.71' 15.72' 56.57' 56.57' 56.57' 15.71' 62.83' 15.71' 108.91' 103.23' 94.97' 111.49' 103.23' 94.97' 111.49' 103.23' 94.97' 55.43' 47.78' 40.14' 8.58' 51.62' 35.38' 15.71' CHORD BEARING S14°33'30"W S16°53'45"W S44°58'56"W N44°58'56"E N13°39'00"E S13°39'00"W S44°58'56"W N44°58'56"E N07°18'58"E N02°36'05"E N30°37'00"W S31°23'32"E N16°38'49"W N22°11'35"W S07°41'51"E N08°14'06"W N39°46'46"W S39°46'46"E S39°46'46"E N39°46'46"W S45°13'01"E S45°13'01"E N44°45'44"E N44°45'44"E S44°45'44"W N44°45'44"E N44°46'15"E N45°13'01"W N45°13'01"W S14°31'44"W S14°31'44"W S14°31'44"W S14°31'44"W S14°31'44"W S14°31'44"W S14°31'44"W S14°31'44"W S14°31'44"W S13°25'51"W S13°25'51"W N13°25'51"E N63°36'41"W S75°28'16"E S69°25'18"E S44°44'30"W CHORD 509.46' 415.74' 12.96' 12.96' 12.96' 12.96' 12.96' 12.96' 779.56' 899.10' 13.31' 12.69' 20.91' 30.50' 12.70' 13.13' 12.96' 12.96' 3.78' 22.14' 50.91' 14.14' 14.15' 50.93' 50.93' 50.93' 14.15' 56.57' 14.14' 107.71' 102.09' 93.92' 110.26' 102.09' 93.92' 110.26' 102.09' 93.92' 54.90' 47.33' 39.76' 8.58' 51.05' 35.24' 14.14' CURVE TABLE CURVE C46 C47 C48 C49 C50 C51 C52 C53 C54 C55 C56 C57 C58 C59 C60 C61 C62 C63 C64 C65 C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 C77 C78 C79 C80 C81 C82 C83 C84 C85 C86 C87 C88 C89 C90 DELTA 90°00'00" 26°29'10" 29°34'27" 27°08'54" 29°34'27" 29°34'27" 11°30'12" 90°00'00" 90°00'00" 29°34'27" 29°34'27" 29°34'27" 29°34'27" 29°34'27" 29°34'27" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 55°29'27" 60°25'33" 55°28'00" 23°51'19" 23°51'19" 23°51'19" 36°34'14" 36°34'14" 36°34'14" 90°00'00" 90°00'00" 23°51'19" 23°51'19" 23°51'19" 90°00'00" 90°00'00" 23°50'24" 23°50'24" 23°50'24" 23°50'24" 23°50'24" 23°50'24" 90°00'00" 90°00'00" 90°00'00" 90°00'00" RADIUS 40.00' 88.00' 100.00' 112.00' 416.00' 400.00' 384.00' 10.00' 36.00' 189.00' 200.00' 216.00' 384.00' 400.00' 416.00' 10.00' 36.00' 10.00' 36.00' 389.00' 400.00' 416.00' 284.00' 300.00' 316.00' 284.00' 300.00' 316.00' 10.00' 36.00' 384.00' 400.00' 416.00' 36.00' 10.00' 384.00' 400.00' 416.00' 384.00' 400.00' 416.00' 10.00' 36.00' 10.00' 36.00' ARC 62.83' 40.68' 51.62' 53.07' 214.73' 206.47' 77.10' 15.71' 56.55' 97.56' 103.23' 111.49' 198.21' 206.47' 214.73' 15.71' 56.55' 15.71' 56.55' 376.75' 421.85' 402.72' 118.24' 124.91' 131.57' 181.27' 191.48' 201.70' 15.71' 56.55' 159.88' 166.54' 173.20' 56.55' 15.71' 159.78' 166.43' 173.09' 159.78' 166.43' 173.09' 15.71' 56.55' 15.71' 56.55' CHORD BEARING S44°44'30"W N77°00'54"W S75°28'16"E S76°41'03"E S75°28'16"E S75°28'16"E S73°43'19"E S74°18'58"W S74°18'58"W N75°28'16"W S75°28'16"E S75°28'16"E S75°28'16"E S75°28'16"E S75°28'16"E N44°44'30"E N44°44'30"E N45°15'30"W N45°15'30"W N57°03'41"E S59°31'44"W S57°02'58"W S77°48'51"W S77°48'51"W S77°48'51"W S47°36'05"W S47°36'05"W S47°36'05"W S69°06'48"E S69°06'48"E S77°48'51"W S77°48'51"W S77°48'51"W S20°53'12"W S20°53'12"W S77°48'23"W S77°48'23"W S77°48'23"W S77°48'23"W S77°48'23"W S77°48'23"W N44°43'35"E N44°43'35"E N45°16'25"W N45°16'25"W CHORD 56.57' 40.32' 51.05' 52.57' 212.35' 204.18' 76.97' 14.14' 50.91' 96.48' 102.09' 110.26' 196.02' 204.18' 212.35' 14.14' 50.91' 14.14' 50.91' 362.19' 402.57' 387.18' 117.39' 124.01' 130.62' 178.21' 188.25' 198.29' 14.14' 50.91' 158.73' 165.34' 171.95' 50.91' 14.14' 158.63' 165.24' 171.85' 158.63' 165.24' 171.85' 14.14' 50.91' 14.14' 50.91' COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP NTS 7/5/2022 WP 215255.03 3634 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 07 - 0 5 - 2 2 LOT AREA TABLE LOT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 SQUARE FEET 7,695 7,860 7,860 9,884 8,175 6,250 6,372 8,675 6,750 6,973 8,675 6,463 6,339 8,295 8,768 6,500 7,677 8,371 8,201 6,546 6,546 6,546 6,546 6,546 6,546 7,305 8,675 6,862 6,862 8,675 7,147 6,389 6,389 6,389 6,389 6,552 7,489 7,577 7,519 7,394 8,351 8,382 7,894 7,933 7,225 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 6,250 ACRES 0.1767 0.1804 0.1804 0.2269 0.1877 0.1435 0.1463 0.1992 0.1550 0.1601 0.1992 0.1484 0.1455 0.1904 0.2013 0.1492 0.1762 0.1922 0.1883 0.1503 0.1503 0.1503 0.1503 0.1503 0.1503 0.1677 0.1992 0.1575 0.1575 0.1992 0.1641 0.1467 0.1467 0.1467 0.1467 0.1504 0.1719 0.1740 0.1726 0.1697 0.1917 0.1924 0.1812 0.1821 0.1659 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 LOT AREA TABLE LOT NO. 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 SQUARE FEET 6,250 6,250 6,250 6,250 6,250 6,250 6,250 8,675 6,750 6,750 8,675 6,438 6,437 6,438 6,438 6,438 6,438 6,438 6,438 6,438 6,438 6,438 6,438 6,438 6,438 6,438 6,438 6,438 7,832 8,740 9,672 7,891 7,425 7,425 7,425 7,425 7,425 7,425 7,425 9,520 8,175 6,250 6,250 6,250 6,250 6,250 8,175 8,175 6,250 6,250 6,250 6,250 6,250 8,175 8,175 6,250 ACRES 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1435 0.1992 0.1550 0.1550 0.1992 0.1478 0.1478 0.1478 0.1478 0.1478 0.1478 0.1478 0.1478 0.1478 0.1478 0.1478 0.1478 0.1478 0.1478 0.1478 0.1478 0.1478 0.1798 0.2006 0.2220 0.1811 0.1705 0.1705 0.1705 0.1705 0.1705 0.1705 0.1705 0.2185 0.1877 0.1435 0.1435 0.1435 0.1435 0.1435 0.1877 0.1877 0.1435 0.1435 0.1435 0.1435 0.1435 0.1877 0.1877 0.1435 LOT AREA TABLE LOT NO. 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 SQUARE FEET 6,250 6,250 6,250 6,250 8,175 8,175 6,250 6,250 6,250 6,250 6,250 8,175 9,162 7,742 8,124 8,714 7,893 7,812 7,996 11,143 10,687 8,791 6,835 6,716 6,743 6,907 9,502 10,135 6,835 6,600 8,425 8,519 6,594 6,634 8,065 11,462 9,505 8,635 7,121 7,121 7,121 7,121 8,571 8,859 10,161 8,845 8,115 10,069 8,149 6,750 6,750 6,750 6,750 6,750 6,750 6,750 ACRES 0.1435 0.1435 0.1435 0.1435 0.1877 0.1877 0.1435 0.1435 0.1435 0.1435 0.1435 0.1877 0.2103 0.1777 0.1865 0.2000 0.1812 0.1793 0.1836 0.2558 0.2453 0.2018 0.1569 0.1542 0.1548 0.1586 0.2181 0.2327 0.1569 0.1515 0.1934 0.1956 0.1514 0.1523 0.1852 0.2631 0.2182 0.1982 0.1635 0.1635 0.1635 0.1635 0.1968 0.2034 0.2333 0.2031 0.1863 0.2312 0.1871 0.1550 0.1550 0.1550 0.1550 0.1550 0.1550 0.1550 LOT AREA TABLE LOT NO. 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 SQUARE FEET 6,750 6,750 9,317 7,223 7,222 7,222 7,222 7,223 7,222 7,222 7,635 8,500 8,621 8,795 9,265 12,693 10,665 12,693 8,701 8,370 8,370 8,370 8,370 8,370 8,370 10,465 10,216 8,100 8,100 8,100 8,100 8,100 8,100 8,100 8,100 8,100 8,100 8,100 10,735 8,235 8,235 8,235 8,235 8,235 8,235 8,235 8,235 10,796 10,796 8,235 8,235 8,235 8,235 8,235 8,235 8,235 ACRES 0.1550 0.1550 0.2139 0.1658 0.1658 0.1658 0.1658 0.1658 0.1658 0.1658 0.1753 0.1951 0.1979 0.2019 0.2127 0.2914 0.2448 0.2914 0.1997 0.1921 0.1921 0.1921 0.1921 0.1921 0.1921 0.2402 0.2345 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.2464 0.1890 0.1890 0.1890 0.1890 0.1890 0.1890 0.1890 0.1890 0.2478 0.2478 0.1890 0.1890 0.1890 0.1890 0.1890 0.1890 0.1890 LOT AREA TABLE LOT NO. 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 SQUARE FEET 8,235 10,735 10,735 8,235 8,235 8,235 8,235 8,235 8,235 8,235 8,235 10,796 10,600 8,532 11,303 10,143 8,505 8,505 8,505 8,505 8,505 8,505 8,505 10,600 10,600 8,505 8,505 8,505 8,505 8,505 8,505 8,505 9,421 12,161 12,805 10,665 12,692 11,450 10,270 8,438 8,438 8,438 8,438 8,438 8,438 8,438 8,438 10,533 7,991 8,100 8,100 8,100 8,100 8,100 8,100 8,100 ACRES 0.1890 0.2464 0.2464 0.1890 0.1890 0.1890 0.1890 0.1890 0.1890 0.1890 0.1890 0.2478 0.2433 0.1959 0.2595 0.2329 0.1952 0.1952 0.1952 0.1952 0.1952 0.1952 0.1952 0.2433 0.2433 0.1952 0.1952 0.1952 0.1952 0.1952 0.1952 0.1952 0.2163 0.2792 0.2940 0.2448 0.2914 0.2629 0.2358 0.1937 0.1937 0.1937 0.1937 0.1937 0.1937 0.1937 0.1937 0.2418 0.1834 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 0.1860 LOT AREA TABLE LOT NO. 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 SQUARE FEET 8,100 8,100 8,196 9,461 9,452 9,187 8,100 8,100 10,195 12,551 10,395 10,395 10,395 10,395 10,395 10,395 12,490 9,450 11,566 12,693 10,665 12,693 10,020 9,855 9,855 9,855 9,855 10,020 12,693 10,665 12,693 10,020 9,855 9,855 9,855 9,855 10,020 11,566 9,450 9,450 9,450 9,450 9,450 9,450 9,450 9,450 11,545 11,548 9,454 9,455 9,457 9,458 9,459 9,461 12,490 10,395 ACRES 0.1860 0.1860 0.1881 0.2172 0.2170 0.2109 0.1860 0.1860 0.2340 0.2881 0.2386 0.2386 0.2386 0.2386 0.2386 0.2386 0.2867 0.2169 0.2655 0.2914 0.2448 0.2914 0.2300 0.2262 0.2262 0.2262 0.2262 0.2300 0.2914 0.2448 0.2914 0.2300 0.2262 0.2262 0.2262 0.2262 0.2300 0.2655 0.2169 0.2169 0.2169 0.2169 0.2169 0.2169 0.2169 0.2169 0.2650 0.2651 0.2170 0.2171 0.2171 0.2171 0.2172 0.2172 0.2867 0.2386 LOT AREA TABLE LOT NO. 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 SQUARE FEET 10,395 10,395 10,395 10,395 10,395 12,551 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 4,000 5,160 4,000 4,000 4,000 4,000 4,000 5,160 5,396 4,160 4,160 4,160 4,160 4,160 4,160 5,390 5,390 4,160 4,160 4,160 4,160 4,160 4,160 5,391 5,160 4,000 ACRES 0.2386 0.2386 0.2386 0.2386 0.2386 0.2881 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.0918 0.1185 0.0918 0.0918 0.0918 0.0918 0.0918 0.1185 0.1239 0.0955 0.0955 0.0955 0.0955 0.0955 0.0955 0.1237 0.1237 0.0955 0.0955 0.0955 0.0955 0.0955 0.0955 0.1238 0.1185 0.0918 LOT AREA TABLE LOT NO. 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 SQUARE FEET 4,000 4,000 4,000 4,000 5,160 8,464 8,424 6,404 5,989 8,326 6,614 6,050 5,177 6,127 5,806 4,640 5,204 5,907 5,800 5,760 5,187 5,659 4,874 4,600 5,984 5,745 4,560 4,560 5,011 5,620 4,400 5,560 3,296 3,300 3,620 3,620 3,300 3,296 3,296 3,300 3,620 3,620 3,300 3,296 3,296 3,300 3,620 3,620 3,300 3,295 3,296 3,300 3,620 3,620 3,300 3,296 ACRES 0.0918 0.0918 0.0918 0.0918 0.1185 0.1943 0.1934 0.1470 0.1375 0.1911 0.1518 0.1389 0.1188 0.1406 0.1333 0.1065 0.1195 0.1356 0.1331 0.1322 0.1191 0.1299 0.1119 0.1056 0.1374 0.1319 0.1047 0.1047 0.1150 0.1290 0.1010 0.1276 0.0757 0.0758 0.0831 0.0831 0.0758 0.0757 0.0757 0.0758 0.0831 0.0831 0.0758 0.0757 0.0757 0.0758 0.0831 0.0831 0.0758 0.0757 0.0757 0.0758 0.0831 0.0831 0.0758 0.0757 COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP NTS 7/5/2022 WP 215255.03 3635 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 07 - 0 5 - 2 2 LOT AREA TABLE LOT NO. 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 SQUARE FEET 3,296 3,300 3,620 3,620 3,300 3,295 3,296 3,300 3,620 3,620 3,300 3,296 3,300 3,300 3,620 3,620 3,300 3,300 3,295 3,620 3,620 3,295 3,295 3,620 3,620 3,296 3,296 3,620 3,620 3,296 3,295 3,300 3,760 3,760 3,300 3,296 3,296 3,300 3,760 3,760 3,300 3,296 3,296 3,300 3,760 3,760 3,300 3,296 3,296 3,300 3,758 3,758 3,300 3,295 3,296 3,300 ACRES 0.0757 0.0758 0.0831 0.0831 0.0758 0.0757 0.0757 0.0758 0.0831 0.0831 0.0758 0.0757 0.0758 0.0758 0.0831 0.0831 0.0758 0.0758 0.0757 0.0831 0.0831 0.0757 0.0757 0.0831 0.0831 0.0757 0.0757 0.0831 0.0831 0.0757 0.0757 0.0758 0.0863 0.0863 0.0758 0.0757 0.0757 0.0758 0.0863 0.0863 0.0758 0.0757 0.0757 0.0758 0.0863 0.0863 0.0758 0.0757 0.0757 0.0758 0.0863 0.0863 0.0758 0.0757 0.0757 0.0758 LOT AREA TABLE LOT NO. 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555 556 557 558 559 560 SQUARE FEET 3,758 3,758 3,300 3,295 3,296 3,300 3,620 3,620 3,300 3,295 3,296 3,300 3,620 3,620 3,300 3,295 3,295 3,300 3,620 3,620 3,300 3,296 3,295 3,300 3,620 3,620 3,300 3,296 3,295 3,300 3,620 3,620 3,300 3,295 3,295 3,300 3,620 3,620 3,300 3,296 4,250 2,997 2,997 2,997 2,997 2,997 4,300 4,300 2,997 2,997 2,997 2,997 4,254 4,300 2,997 2,997 ACRES 0.0863 0.0863 0.0758 0.0757 0.0757 0.0758 0.0831 0.0831 0.0758 0.0757 0.0757 0.0758 0.0831 0.0831 0.0758 0.0757 0.0757 0.0758 0.0831 0.0831 0.0758 0.0757 0.0757 0.0758 0.0831 0.0831 0.0758 0.0757 0.0757 0.0758 0.0831 0.0831 0.0758 0.0757 0.0757 0.0758 0.0831 0.0831 0.0758 0.0757 0.0976 0.0688 0.0688 0.0688 0.0688 0.0688 0.0987 0.0987 0.0688 0.0688 0.0688 0.0688 0.0977 0.0987 0.0688 0.0688 LOT AREA TABLE LOT NO. 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 600 601 602 603 604 605 606 607 608 609 610 611 612 613 614 615 616 SQUARE FEET 2,997 2,997 2,997 4,250 4,300 2,997 2,997 2,997 2,997 4,251 4,250 2,997 2,997 2,997 2,997 2,997 4,300 4,300 2,997 2,997 2,997 4,276 4,275 2,997 2,997 2,997 4,300 4,300 2,997 2,997 2,997 2,997 4,300 4,258 2,997 2,997 2,997 4,300 4,300 2,997 2,997 2,997 4,276 4,300 2,997 2,997 2,997 2,997 2,997 2,997 2,997 2,997 4,300 4,300 2,997 2,997 ACRES 0.0688 0.0688 0.0688 0.0976 0.0987 0.0688 0.0688 0.0688 0.0688 0.0976 0.0976 0.0688 0.0688 0.0688 0.0688 0.0688 0.0987 0.0987 0.0688 0.0688 0.0688 0.0982 0.0982 0.0688 0.0688 0.0688 0.0987 0.0987 0.0688 0.0688 0.0688 0.0688 0.0987 0.0978 0.0688 0.0688 0.0688 0.0987 0.0987 0.0688 0.0688 0.0688 0.0982 0.0987 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0987 0.0987 0.0688 0.0688 LOT AREA TABLE LOT NO. 617 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 SQUARE FEET 2,997 2,997 2,997 2,997 2,997 4,300 4,300 2,997 2,997 2,997 2,997 2,997 2,997 4,300 4,300 2,997 2,997 2,997 2,997 2,997 2,997 4,300 4,250 2,997 2,997 2,997 2,997 2,997 2,997 2,997 4,300 4,300 2,997 2,997 2,997 2,997 2,997 2,997 2,997 2,997 4,311 4,300 2,997 2,997 2,997 2,997 2,997 2,997 2,997 4,300 4,300 2,997 2,997 2,997 2,997 2,997 ACRES 0.0688 0.0688 0.0688 0.0688 0.0688 0.0987 0.0987 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0987 0.0987 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0987 0.0976 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0987 0.0987 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0990 0.0987 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0987 0.0987 0.0688 0.0688 0.0688 0.0688 0.0688 LOT AREA TABLE LOT NO. 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 SQUARE FEET 2,997 2,997 4,250 4,300 2,997 2,997 2,997 2,997 2,997 2,997 4,300 4,300 2,997 2,997 2,997 2,997 2,997 2,997 4,300 ACRES 0.0688 0.0688 0.0976 0.0987 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0987 0.0987 0.0688 0.0688 0.0688 0.0688 0.0688 0.0688 0.0987 TOTAL 4,136,396 94.9600 PARCEL AREA TABLE PARCEL 09 PARCEL 10 PARCEL 11 PARCEL 12 PARCEL 13 PARCEL 14 SQUARE FEET 18,423 231,004 91,423 207,501 59,486 238,115 ACRES 0.4229 5.3031 2.0988 4.7636 1.3656 5.4664 USEAGE FUTURE PARK FUTURE PARK FUTURE PARK FUTURE PARK FUTURE PARK FUTURE SCHOOL TOTAL 845,952 19.4204 TRACT AREA TABLE TRACT AE AF AG AH AI AJ AK AL AM AN AO AP AQ AR AS AT AU AV AW AX AY AZ BA BB BC BD BE BF TRACT AREA SQUARE FEET 1,649 3,400 3,397 1,649 3,400 7,437 3,400 1,649 3,400 1,649 3,400 7,793 3,400 1,649 3,400 1,649 3,400 51,125 86,828 15,428 40,055 36,911 20,991 37,561 37,395 17,011 10,631 25,019 TRACT AREA ACRES 0.0379 0.0781 0.0780 0.0379 0.0781 0.1707 0.0781 0.0379 0.0781 0.0379 0.0781 0.1789 0.0781 0.0379 0.0781 0.0379 0.0781 1.1737 1.9933 0.3542 0.9195 0.8474 0.4819 0.8623 0.8585 0.3905 0.2441 0.5744 TRACT USEAGE OPEN SPACE PRIVATE STREET PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET PRIVATE STREET OPEN SPACE PRIVATE STREET PRIVATE STREET PRIVATE STREET PRIVATE STREET TOTAL 1,006,535 23.1085 TRACT AREA TABLE TRACT A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD TRACT AREA SQUARE FEET 32,709 70,679 64,833 35,040 39,655 28,763 201,162 35,731 3,400 1,649 3,400 1,649 3,400 1,649 3,400 1,649 3,400 1,649 3,400 2,288 6,202 2,300 1,649 2,300 1,649 2,300 7,505 3,400 1,649 3,400 TRACT AREA ACRES 0.7509 1.6226 1.4884 0.8044 0.9104 0.6603 4.6180 0.8203 0.0781 0.0379 0.0781 0.0379 0.0781 0.0379 0.0781 0.0379 0.0781 0.0379 0.0781 0.0525 0.1424 0.0528 0.0379 0.0528 0.0379 0.0528 0.1723 0.0781 0.0379 0.0781 TRACT USEAGE OPEN SPACE OPEN SPACE OPEN SPACE, RETENTION OPEN SPACE OPEN SPACE OPEN SPACE OPEN SPACE OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET OPEN SPACE PRIVATE STREET COMPLETED SURVEY FIELD WORK ON CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 5 5 \ S u r v e y \ P l a t \ 5 2 5 5 - F 0 2 \ 5 2 5 5 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com N/A BJD MJS/CW/JKP NTS 7/5/2022 WP 215255.03 3636 FI N A L P L A T BL O S S O M R O C K P H A S E 2 AP A C H E J U N C T I O N , A R I Z O N A SITE DATA TABLE A GROSS PROJECT AREA 7,333,937 SQ.FT.168.4 AC. B NET PROJECT AREA 6,906,821 SQ.FT.158.6 AC. C CURRENT DEVELOPMENT GROSS PROJECT AREA 7,095,822 SQ.FT.162.9 AC. D CURRENT DEVELOPMENT NET PROJECT AREA 6,668,706 SQ.FT.153.1 AC. E CURRENT DEVELOPMENT OPEN SPACE* 2,109,351 SQ.FT.48.4 AC. E1 ACTIVE OPEN SPACE 1,452,954 SQ.FT.33.4 AC. E2 PASSIVE OPEN SPACE 48,560 SQ.FT.1.1 AC. F PERCENT OPEN SPACE (E/C)29.7% G PERCENT ACTIVE OPEN SPACE (E1/E)68.9% H FUTURE DEVELOPMENT GROSS AREA**238115.22 SQ.FT.5.47 AC. I FUTURE DEVELOPMENT NET AREA 238115.22 SQ.FT.5.47 AC. J NUMBER OF LOTS 691 K EXISTING ZONING MPC L PROPOSED ZONING MPC M GROSS PROJECT DENSITY (J/C)4.24 DU/GROSS AC N NEIGHBORHOOD RIGHT-OF-WAY 917,947 SQ.FT.21.07 AC. RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 *OPEN SPACE WITHIN FUTURE DEVELOPMENT PARCELS NOT INCLUDED IN OPEN SPACE CALCULATION. **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 REQUIRED TO PROVIDE OPEN SPACE AREA AND PERCENTAGE TO THE CITY AND THE MASTER DEVELOPER WITH THE FINAL SITE PLAN. 07 - 0 5 - 2 2 DEVELOPMENT UNIT GROSS ACREAGE MINIMUM REQUIRED OPEN SPACE (15%)UNITS NON-RESIDENTIAL GROSS FLOOR AREA NOTES 2 1408.38 AC. 211.26 AC. 5,470 221,700 S.F. EXISTING ALLOCATION (Includes Phase 1 Current Development Parcels)GROSS ACREAGE OPEN SPACE UNITS NON-RESIDENTIAL GROSS FLOOR AREA Existing Total Allocation 211.56 33.61 554 4,320 Existing Total Allocation Remaining 1,408.38 211.26 5,470 221,700 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. PROPOSED ALLOCATION 2) Accessory structures/buildings not conditioned are not included. BLOSSOM ROCK - LAND USE BUDGET TRACKING TABLE APPROVED DEVELOPMENT UNIT TOTALS Agenda Item Cover Sheet City of Apache Junction, Arizona 300 E Superstition Boulevard Apache Junction, AZ 85119 File ID: 22-436 Agenda Item No. 9. Agenda Date: 7/18/2022 Sponsor: Sidney Urias In Control: City Council Work SessionIndex: Presentation and discussion of the Final Plat for Infrastructure for Superstition Vistas Development Unit 2 - Blossom Rock Trail Phase 1 (SV-22-16-BI). Page 1 City of Apache Junction, Arizona Printed on 7/13/2022 “SV-22-16-BI, Final Plat for Infrastructure for Superstition Vistas – Blossom Rock Trail Phase 1” July 19, 2022 City Council Staff Report 1 City of Apache Junction 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 2 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. Sidney Urias _________________________ 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) CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP NTS 7/5/2022 WP# 215284.04 61 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T 2 B L O S S O M R O C K T R A I L - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 FOR FINAL PLAT FOR INFRASTRUCTURE BLOSSOM ROCK TRAIL - PHASE 1 LYING WITHIN SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, APACHE JUNCTION, ARIZONA N VICINITY MAP NTS DEDICATION CERTIFICATION WOOD, PATEL & ASSOCIATES, INC. 1630 SOUTH STAPLEY DRIVE - SUITE 219 MESA, ARIZONA 85204 PHONE: 480-834-3300 CONTACT: DAN MATTHEWS, P.E. BROOKFIELD ASLD 8500 LLC 14646 N KIERLAND BLVD., SUITE 165 SCOTTSDALE, ARIZONA 85254 PHONE: 602-903-7506 CONTACT: ERIC TUNE, P.E. DEVELOPER ENGINEER I, BRIAN J. DIEHL, OF WOOD, PATEL & ASSOCIATES, INC. HEREBY CERTIFY THAT THIS PLAT IS A CORRECT 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 ITS CORRECTNESS AND THAT ALL MONUMENTS ARE SET OR WILL BE SET WITHIN ONE (1) YEAR AFTER RECORDATION. ____________________________________ BRIAN J. DIEHL REGISTERED LAND SURVEYOR #23945 WOOD, PATEL & ASSOCIATES, INC. 1630 SOUTH STAPLEY DRIVE, SUITE 219 MESA, ARIZONA 85204 FLOODPLAIN INFORMATION 1 COVER SHEET 2 SITE MAP, LEGEND AND DESCRIPTION 3-5 PLAN SHEETS 6 TABLES SHEET INDEX THE BASIS OF BEARING IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, HAVING A BEARING OF NORTH 89 DEGREES 46 MINUTES 59 SECONDS EAST. IR O N W O O D D R I V E SECTION 20T1S, R8E RAY AVENUE (ALIGNMENT) WARNER AVENUE (ALIGNMENT) IN WITNESS WHEREOF: THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICER THIS ____ DAY OF _________________, 2022. THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT BY: ____________________________________ LISA ATKINS, COMMISSIONER BROOKFIELD ASLD 8500, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, AS DEVELOPER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICERS THIS ____ DAY OF _________________, 2022. BROOKFIELD ASLD 8500, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY: BROOKFIELD RESIDENTIAL (ARIZONA) LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS MANAGER BY: _______________________________________ ITS: ______________________________________ BY: _______________________________________ ITS: ______________________________________ ) ss. COUNTY OF MARICOPA ) STATE OF ARIZONA ) KNOW ALL MEN BY THESE PRESENTS: THAT THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, DOES HEREBY PUBLISH THIS FINAL PLAT FOR INFRASTRUCTURE FOR "SUPERSTITION VISTAS DEVELOPMENT UNIT 2 BLOSSOM ROCK TRAIL - PHASE 1" LYING WITHIN SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 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, TRACTS, PARCELS AND EASEMENTS CONSTITUTING SAME, AND THAT EACH OF THE STREETS, TRACTS, PARCELS AND EASEMENTS SHALL BE KNOWN BY THE NAME, NUMBER, OR LETTER GIVEN TO IT RESPECTIVELY. THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, HEREBY DEDICATES AND CONVEYS TO THE CITY OF APACHE JUNCTION, IN FEE, ALL REAL PROPERTY DESIGNATED ON THIS PLAT AS "RIGHT-OF-WAY" OR "R/W" FOR USE AS PUBLIC RIGHT-OF-WAY. EASEMENTS ARE DEDICATED FOR THE PURPOSES SHOWN. OWNER HEREBY DEDICATES TO THE CITY OF APACHE JUNCTION FOR USE AS SUCH THE PUBLIC UTILITY AND FACILITY EASEMENTS, AS SHOWN ON THE SAID PLAT 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 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 INCLUDING THE FOLLOWING USES: TO CONSTRUCT, INSTALL, ACCESS, MAINTAIN, REPAIR, RECONSTRUCT, REPLACE, REMOVE, UTILITIES AND FACILITIES (INCLUDING, BUT NOT LIMITED TO, WATER, WASTEWATER, GAS, ELECTRIC, STORM WATER, PIPES, CONDUIT, CABLES, AND SWITCHING EQUIPMENT), 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, 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 OR FILL (PROVIDED THAT GROUND LEVEL SHALL NOT BE ALTERED IN A MANNER THAT CONFLICTS WITH THE OPERATION, MAINTENANCE, OR REPAIR OF EXISTING UTILITY OR PUBLIC IMPROVEMENTS) AND THE UNRESTRICTED RIGHT OF VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS TO, FROM, AND ACROSS THE EASEMENT PROPERTY. ADDITIONALLY, THE CITY IS AUTHORIZED TO PERMIT OTHERS TO USE THE PUBLIC UTILITY AND FACILITY EASEMENT PROPERTY FOR ALL USES AND FACILITIES ALLOWED HEREIN. ALL OTHER EASEMENTS ARE HEREBY DEDICATED FOR THE PURPOSES SHOWN. UNLESS APPROVED OTHERWISE BY THE CITY OF APACHE JUNCTION, ALL EASEMENTS CREATED BY THIS PLAT ARE PERPETUAL AND NONEXCLUSIVE EASEMENTS. THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, HEREBY GRANTS TO THE CITY OF APACHE JUNCTION A PERMANENT, NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON ALL AREAS DESIGNATED ON THIS PLAT AS SIGHT VEHICULAR TRIANGLE (“SVT”) FOR THE PURPOSE OF ESTABLISHING AREAS WITHIN WHICH NO LANDSCAPING MAY BE INSTALLED OTHER THAN GROUND COVER, FLOWERS AND GRANITE LESS 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 LESS THAN 8 FEET APART. 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 COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, FOR ITS USE AND ENJOYMENT AS MORE FULLY SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS AND SAID ORGANIZATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE THEREOF. WITHOUT LIMITING IN ANY MANNER THE DEDICATIONS AND RIGHTS CREATED IN FAVOR OF THE CITY OF APACHE JUNCTION, ARIZONA BY THIS FINAL PLAT, THE COSTS OF PUBLIC INFRASTRUCTURE CONSTRUCTED OR INSTALLED IN THE RIGHTS OF WAY OR PUBLIC EASEMENTS OR IN TRACTS Q, R, V AND W ESTABLISHED BY THIS FINAL PLAT, TO THE EXTENT THAT IT IS COMPRISED OF CFD-ELIGIBLE IMPROVEMENTS, MAY BE FINANCED WITH, AND BROOKFIELD ASLD 8500 LLC REIMBURSED BY, THE PROCEEDS OF BONDS ISSUED BY THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 (CITY OF APACHE JUNCTION, 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, 2021, RECORDED IN THE OFFICE OF THE PINAL COUNTY, ARIZONA, RECORDER, AS DOCUMENT NO. 2021-131167, AS AMENDED FROM TIME TO TIME. OWNER HEREBY GRANTS TO THE CITY OF APACHE JUNCTION AND THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 (“CFD”) A PERMANENT, NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON TRACTS Q, R, V AND W DESIGNATED ON THIS PLAT FOR THE PURPOSE OF PUBLIC USE AND ENJOYMENT; PROVIDED THAT THE CITY OF APACHE JUNCTION AND THE CFD SHALL HAVE NO OBLIGATION WHATSOEVER FOR 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 FURTHER THAT (I) OWNER HEREBY EXPRESSLY RESERVES FROM THE FOREGOING GRANT OF EASEMENT, TOGETHER WITH THE RIGHT TO TRANSFER THE SAME, THE RIGHT TO ENTER UPON, USE AND IMPROVE SUCH TRACTS, INCLUDING THE RIGHT TO INSTALL, MAINTAIN, REPAIR AND REPLACE SUCH IMPROVEMENTS AS IT OR ITS SUCCESSOR OR ASSIGNEE MAY FROM TIME TO TIME DEEM DESIRABLE, SUBJECT ONLY TO ORDINARY APPROVALS BY THE 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 SUCH TRACTS AND ANY IMPROVEMENTS LOCATED AT ANY TIME THEREIN, AND THE FOREGOING EASEMENT IS GRANTED ON THE 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 THE FOREGOING EASEMENT RIGHTS. PARCELS 8, 9, 10, 11, 12 AND 13 ARE RESERVED FOR FUTURE DEVELOPMENT. NOTES (CONTINUED) ID A H O R O A D ( A L I G N M E N T ) SUPERSTITION VISTAS DEVELOPMENT UNIT 2 SUBJECT PROPERTY LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. 04021C0200E 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 MINIMAL FLOOD HAZARD." OTHER AREAS OF FLOOD HAZARD ZONE "X" (SHADED) IS DESCRIBED AS: "0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE." SITE 4. MAINTENANCE OF THE DRAINAGE AREAS WITHIN THE TRACTS AND EASEMENTS SHALL BE THE RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING TRACT. SHOULD THE ASSOCIATION NOT ADEQUATELY MAINTAIN THEM, THE CITY OF APACHE JUNCTION, HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS LOCATED, ITS DISCRETION, MAY ENTER UPON AND MAINTAIN THE DRAINAGE AREAS, AND CHARGE THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING LOT, TRACT OR PARCEL THE COST OF THE MAINTENANCE. 5. ALL TRACTS NOT DEDICATED TO THE CITY OF APACHE JUNCTION SHALL BE IMPROVED IN ACCORDANCE WITH THE APPROVED PLANS AND DEEDED TO THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, AFTER RECORDATION OF THE PLAT. 6.THE OVERHEAD UTILITY LINES ON OR ADJACENT TO THE SITE SHALL BE UNDERGROUNDED AS OUTLINED IN § 1-8-6(K), RELOCATION OF OVERHEAD WIRES AND EQUIPMENT, ZONING ORDINANCE, VOL. II, APACHE JUNCTION CITY CODE. ALL EXISTING AND PROPOSED ONSITE OVERHEAD UTILITY LINES SHALL BE PLACED UNDERGROUND. 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 THE HOMEOWNERS’ ASSOCIATION OR ALL FUTURE OWNERS, ASSIGNS AND SUCCESSORS IN INTEREST AND/OR BENEFITING PROPERTIES. 8.SHOULD THE HOMEOWNERS’ ASSOCIATION NOT PAY PROPERTY TAXES ON ANY TRACT THEY OWN WITHIN THE SUBDIVISION AT ANY TIME IN THE FUTURE AND LOSE THE PROPERTY THROUGH TAX FORECLOSURE OR FORFEITURE OR DISSOLVE, THE CITY OR THE GOVERNING ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS LOCATED, SHALL ASSESS, LIEN, AND/OR COLLECT FROM ANY SUCCESSOR IN INTEREST AND/OR BENEFITING PROPERTIES THE COST OF MAINTENANCE OF ALL IMPROVEMENTS, DRAINAGE FACILITIES, LANDSCAPING AND AMENITIES. 9. SIDEWALKS LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY THE BLOSSOM ROCK COMMUNITY ALLIANCE UNLESS OTHERWISE SPECIFIED WITHIN THE MAINTENANCE AND/OR DEVELOPMENT AGREEMENTS BETWEEN THE CITY AND THE DEVELOPER. 10.THE CITY OF APACHE JUNCTION IS NOT RESPONSIBLE FOR AND WILL NOT ACCEPT MAINTENANCE OF ANY PRIVATE PARKS, DRAINAGE FACILITIES OR LANDSCAPED AREAS WITHIN THE SUBDIVISION SHOWN HEREON. ALL TRACTS SHALL BE PRIVATELY OWNED AND MAINTAINED. EXCEPT AS EXPRESSLY SET FORTH IN THE APPLICABLE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS (OR APPLICABLE SUPPLEMENTAL DECLARATION) WITH REGARD TO MAINTENANCE BY BLOSSOM ROCK COMMUNITY ALLIANCE, INC. OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, INC., THE MAINTENANCE OF EASEMENT PREMISES SHOWN ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A SUBDIVISION LOT OR PARCEL IS THE 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 IS THE RESPONSIBILITY OF THE TRACT OWNER. 11.PURSUANT TO SECTION 4.7.B.1 OF THE DEVELOPMENT AGREEMENT FOR SUPERSTITION VISTAS 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 RECORDS OF PINAL COUNTY, ARIZONA, DEVELOPER, AND ITS SUCCESSORS AND ASSIGNS (WHICH MAY INCLUDE BLOSSOM ROCK COMMUNITY ALLIANCE, INC., OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, INC.), SHALL MAINTAIN ANY AND ALL LANDSCAPING INSTALLED WITHIN AND ADJACENT TO THE ROAD RIGHTS-OF-WAY WITHIN THE SUBDIVISION SHOWN ON THIS PLAT. EXISTING CITY OF APACHE JUNCTION CORPORATE LIMIT THIS FINAL PLAT HAS BEEN CHECKED FOR CONFORMANCE WITH THE REQUIREMENTS OF THE LAND DEVELOPMENT CODE AND ANY OTHER APPLICABLE ORDINANCE AND REGULATIONS AND THAT ASSURANCES WILL BE PROVIDED PRIOR TO APPROVAL OF ALL RELATED IMPROVEMENT PLANS. ________________________________________________________________________________________ DEVELOPMENT SERVICES PRINCIPAL ENGINEER DATE APPROVED BY THE COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA THIS _______ DAY OF _______________________, 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 AS REQUIRED BY ARIZONA REVISED STATUTES 45.576 OR EVIDENCE THAT THE AREA HAS BEEN DESIGNATED BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY. BY:_______________________________________ATTEST:________________________________ MAYOR CITY CLERK APPROVALS STATE OF ARIZONA C/O ARIZONA STATE LAND DEPARTMENT 1616 W ADAMS STREET PHOENIX, ARIZONA 85007 PHONE: 602-542-4631 CONTACT: MARK EDELMAN OWNER STATE OF ARIZONA ) ) ss. COUNTY OF MARICOPA ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _______DAY OF ___________________, 20__, BY LISA ATKINS, COMMISSIONER OF THE ARIZONA STATE LAND DEPARTMENT, STATE OF ARIZONA, ON BEHALF THEREOF. NOTARY PUBLIC_____________________________________ MY COMMISSION EXPIRES____________________________ ACKNOWLEDGMENT STATE OF ARIZONA ) ) ss. COUNTY OF MARICOPA ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _______DAY OF ___________________, 20__, BY _________________________, THE ___________________________ AND _________________________, THE ___________________________ OF BROOKFIELD RESIDENTIAL (ARIZONA) LLC, A DELAWARE LIMITED LIABILITY COMPANY, IN ITS CAPACITY AS MANAGER OF BROOKFIELD ASLD 8500 LLC, A DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF THEREOF. NOTARY PUBLIC_____________________________________ MY COMMISSION EXPIRES____________________________ ACKNOWLEDGMENT BASIS OF BEARING NOTES 1.THE MAINTENANCE OF LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY TO THE BACK OF CURB SHALL BE THE RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE ABUTTING TRACT OR PARCEL OWNER. 2.CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, REMOVABLE FENCES AND DRIVEWAYS. 3.NO STRUCTURES, EARTHWORK OR OTHER CONSTRUCTION WILL BE CARRIED OUT IN DRAINAGE PATHS OR RETENTION BASINS AS SHOWN ON THE APPROVED IMPROVEMENT PLANS AND, EXCEPT AS MAY BE APPROVED BY DEVELOPMENT SERVICES ENGINEER, FENCING WILL BE LIMITED TO WIRE-STRAND OR BREAK-AWAY SECTIONS THAT CANNOT IMPEDE WATER FLOW OR COLLECT DEBRIS WHICH WOULD IMPEDE WATER FLOW. VEGETATION SHALL NOT BE PLANTED NOR ALLOWED TO GROW WITHIN DRAINAGE PATHS, EASEMENTS OR RETENTION BASINS WHICH WOULD IMPEDE THE FLOW OF WATER. SITE DATA TABLE GROSS PROJECT AREA GROSS PROJECT DENSITY NET PROJECT AREA SQ.FT.AC34.71 SQ.FT.AC1,231,943 1,511,906 0 DU/GROSS AC 28.28 EXISTING & PROPOSED ZONING 0TOTAL NUMBER OF LOTS MPC RIGHT-OF-WAY AREA SQ.FT.AC279,963 6.43 07 - 0 5 - 2 2 SO U T H Q U A R T E R C O R N E R SE C T I O N 2 0 , T 1 S , R 8 E FD 2 1 / 2 " G L O B C PO C AP P R O X I M A T E FL O O D Z O N E X (S H A D E D ) L I M I T AP P R O X I M A T E FL O O D Z O N E X LI M I T AP P R O X I M A T E FL O O D Z O N E X (S H A D E D ) L I M I T AP P R O X I M A T E FL O O D Z O N E X LI M I T SO U T H E A S T C O R N E R SE C T I O N 2 0 , T 1 S , R 8 E FD 2 1 / 2 " G L O B C SO U T H W E S T C O R N E R SE C T I O N 2 0 , T 1 S , R 8 E FD 3 " P C H D B C H CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP 1" = 150' 7/5/2022 WP# 215284.04 62 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T 2 B L O S S O M R O C K T R A I L - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 N Horz. 1 in. = ft. 0 150 300 150 (B A S I S O F B E A R I N G ) S8 9 ° 4 8 ' 1 8 " W 2 6 4 3 . 7 8 ' N8 9 ° 4 6 ' 5 9 " E 2 6 4 3 . 3 6 ' PO B N0 0 ° 1 3 ' 0 1 " W 6 5 . 0 0 ' SH E E T 3 SH E E T 4 SH E E T 5 PA R C E L 9 PA R C E L 8 PA R C E L 1 1 TR A C T Q PA R C E L 1 2 TR A C T R T R A C T W PARC E L 1 3 TR A C T V RA Y A V E N U E BL O S S O M R O C K T R A I L DESCRIPTION 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 89°46'59" EAST (BASIS OF BEARING), A DISTANCE OF 2643.36 FEET; 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 75.00 FEET, TO THE SOUTHEAST CORNER OF SAID RAY AVENUE; THENCE LEAVING SAID SOUTH RIGHT-OF-WAY LINE, ALONG THE EAST RIGHT-OF-WAY LINE OF SAID RAY AVENUE, NORTH 00°13'01" WEST, A DISTANCE OF 65.00 FEET, TO THE NORTHEAST CORNER OF SAID RAY AVENUE THENCE LEAVING SAID EAST RIGHT-OF-WAY LINE, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF SAID RAY AVENUE, SOUTH 89°46'59" WEST, A DISTANCE OF 16.45 FEET; THENCE NORTH 45°12'29" WEST, A DISTANCE OF 35.35 FEET; THENCE NORTH 00°11'57" WEST, A DISTANCE OF 14.99 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, SOUTH 89°48'03" WEST, A DISTANCE OF 78.00 FEET; THENCE NORTH 00°11'57" 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 12°30'40", A DISTANCE OF 57.87 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE NORTHERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 265.00 FEET, CONCAVE WESTERLY, THROUGH A CENTRAL ANGLE OF 09°40'47", A DISTANCE OF 44.77 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE NORTHERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 1033.50 FEET, CONCAVE EASTERLY, THROUGH A CENTRAL ANGLE OF 13°41'09", A DISTANCE OF 246.87 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT LINE; THENCE SOUTH 89°48'18" WEST, A DISTANCE OF 1080.14 FEET; THENCE NORTH 45°11'42" WEST, A DISTANCE OF 28.28 FEET; THENCE NORTH 00°11'42" WEST, A DISTANCE OF 111.55 FEET; THENCE NORTH 32°50'45" EAST, A DISTANCE OF 33.53 FEET; THENCE NORTH 65°53'12" EAST, A DISTANCE OF 1176.88 FEET; THENCE SOUTH 69°06'48" EAST, A DISTANCE OF 28.28 FEET; THENCE SOUTH 24°06'48" EAST, A DISTANCE OF 60.81 FEET, TO THE BEGINNING OF A CURVE; THENCE SOUTHEASTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 211.50 FEET, CONCAVE NORTHEASTERLY, THROUGH A CENTRAL ANGLE OF 36°34'14", A DISTANCE OF 135.00 FEET, TO THE CURVES END; THENCE SOUTH 60°41'02" EAST, A DISTANCE OF 48.13 FEET; THENCE NORTH 29°18'58" EAST, A DISTANCE OF 23.00 FEET; THENCE NORTH 60°41'02" WEST, A DISTANCE OF 48.13 FEET, TO THE BEGINNING OF A CURVE; THENCE NORTHWESTERLY ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 188.50 FEET, CONCAVE NORTHEASTERLY, THROUGH A CENTRAL ANGLE OF 36°34'14", A DISTANCE OF 120.32 FEET, TO THE CURVES END; THENCE NORTH 24°06'48" WEST, A DISTANCE OF 55.81 FEET; THENCE NORTH 20°53'12" EAST, A DISTANCE OF 28.28 FEET; THENCE NORTH 65°53'12" EAST, A DISTANCE OF 23.24 FEET; THENCE SOUTH 24°06'48" EAST, A DISTANCE OF 135.00 FEET; THENCE NORTH 67°04'58" EAST, A DISTANCE OF 74.16 FEET; THENCE NORTH 52°02'55" EAST, A DISTANCE OF 98.13 FEET; THENCE NORTH 36°07'59" EAST, A DISTANCE OF 69.97 FEET; THENCE NORTH 29°18'58" EAST, A DISTANCE OF 325.20 FEET; THENCE NORTH 60°41'02" WEST, A DISTANCE OF 132.00 FEET; THENCE NORTH 74°18'58" EAST, A DISTANCE OF 24.04 FEET; THENCE SOUTH 60°41'02" EAST, A DISTANCE OF 110.50 FEET; THENCE NORTH 29°18'58" EAST, A DISTANCE OF 23.00 FEET; THENCE NORTH 60°41'02" WEST, A DISTANCE OF 110.50 FEET; THENCE NORTH 15°41'02" WEST, A DISTANCE OF 28.28 FEET; THENCE NORTH 29°18'58" EAST, A DISTANCE OF 32.23 FEET; THENCE SOUTH 60°41'02" EAST, A DISTANCE OF 135.00 FEET; THENCE NORTH 29°18'58" EAST, A DISTANCE OF 120.00 FEET; THENCE NORTH 29°31'00" EAST, A DISTANCE OF 64.17 FEET; THENCE NORTH 25°23'36" EAST, A DISTANCE OF 70.23 FEET; THENCE NORTH 21°03'59" EAST, A DISTANCE OF 70.23 FEET; THENCE NORTH 16°44'22" EAST, A DISTANCE OF 70.23 FEET; THENCE NORTH 12°24'45" EAST, A DISTANCE OF 70.23 FEET; THENCE NORTH 08°05'08" EAST, A DISTANCE OF 70.23 FEET; THENCE NORTH 03°45'31" EAST, A DISTANCE OF 70.23 FEET; THENCE NORTH 00°34'06" WEST, A DISTANCE OF 70.23 FEET; THENCE NORTH 04°53'43" WEST, A DISTANCE OF 70.23 FEET; THENCE NORTH 09°13'20" WEST, A DISTANCE OF 70.23 FEET; THENCE NORTH 13°32'57" WEST, A DISTANCE OF 70.23 FEET; THENCE SOUTH 74°17'15" WEST, A DISTANCE OF 133.24 FEET; THENCE NORTH 24°49'44" EAST, A DISTANCE OF 26.42 FEET; THENCE NORTH 65°53'12" EAST, A DISTANCE OF 112.86 FEET; THENCE NORTH 24°06'48" WEST, A DISTANCE OF 23.00 FEET; THENCE SOUTH 65°53'12" WEST, A DISTANCE OF 105.31 FEET; THENCE NORTH 66°49'01" WEST, A DISTANCE OF 33.91 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE; THENCE NORTHERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 794.50 FEET, CONCAVE WESTERLY, WHOSE RADIUS BEARS SOUTH 69°34'42" WEST, THROUGH A CENTRAL ANGLE OF 03°41'30", A DISTANCE OF 51.19 FEET, TO THE CURVES END; THENCE NORTH 24°06'48" WEST, A DISTANCE OF 19.92 FEET; THENCE NORTH 65°53'12" EAST, A DISTANCE OF 135.00 FEET; THENCE NORTH 24°06'48" WEST, A DISTANCE OF 770.00 FEET; THENCE SOUTH 65°53'12" WEST, A DISTANCE OF 132.00 FEET; THENCE NORTH 20°53'12" EAST, A DISTANCE OF 24.04 FEET; THENCE NORTH 65°53'12" EAST, A DISTANCE OF 110.50 FEET; THENCE NORTH 24°06'48" WEST, A DISTANCE OF 23.00 FEET; THENCE SOUTH 65°53'12" WEST, A DISTANCE OF 110.50 FEET; THENCE NORTH 69°06'48" WEST, A DISTANCE OF 28.28 FEET; THENCE NORTH 24°06'48" WEST, A DISTANCE OF 119.50 FEET; THENCE NORTH 65°53'12" EAST, A DISTANCE OF 172.00 FEET; THENCE SOUTH 24°06'48" EAST, A DISTANCE OF 114.50 FEET; THENCE NORTH 65°53'12" EAST, A DISTANCE OF 84.00 FEET; THENCE SOUTH 24°06'48" EAST, A DISTANCE OF 194.54 FEET, TO THE BEGINNING OF A CURVE; THENCE SOUTHEASTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 7.00 FEET, CONCAVE NORTHEASTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 3.83 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE SOUTHEASTERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 41.00 FEET, CONCAVE SOUTHWESTERLY, THROUGH A CENTRAL ANGLE OF 31°19'56", A DISTANCE OF 22.42 FEET, TO THE CURVES END; THENCE SOUTH 24°06'48" EAST, A DISTANCE OF 270.00 FEET; THENCE NORTH 65°53'12" EAST, A DISTANCE OF 87.23 FEET; THENCE SOUTH 24°06'48" EAST, A DISTANCE OF 120.00 FEET; THENCE SOUTH 71°04'31" EAST, A DISTANCE OF 26.27 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE; THENCE SOUTHERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE EASTERLY, WHOSE RADIUS BEARS SOUTH 69°06'48" EAST, THROUGH A CENTRAL ANGLE OF 45°00'00", A DISTANCE OF 7.85 FEET, TO THE CURVES END; THENCE SOUTH 24°06'48" EAST, A DISTANCE OF 276.50 FEET; THENCE SOUTH 20°53'12" WEST, A DISTANCE OF 28.28 FEET; THENCE SOUTH 65°53'12" WEST, A DISTANCE OF 64.84 FEET; THENCE SOUTH 24°06'48" EAST, A DISTANCE OF 23.00 FEET; THENCE NORTH 65°53'12" EAST, A DISTANCE OF 64.84 FEET; THENCE SOUTH 69°06'48" EAST, A DISTANCE OF 28.28 FEET; THENCE SOUTH 24°06'48" EAST, A DISTANCE OF 276.50 FEET, TO THE BEGINNING OF A CURVE; DESCRIPTION (CONTINUED) THENCE EASTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE NORTHERLY, THROUGH A CENTRAL ANGLE OF 90°00'00", A DISTANCE OF 15.71 FEET, TO THE CURVES END; THENCE NORTH 65°53'12" EAST, A DISTANCE OF 2.94 FEET; THENCE SOUTH 24°06'48" EAST, A DISTANCE OF 135.00 FEET; THENCE SOUTH 50°49'20" EAST, A DISTANCE OF 57.25 FEET; THENCE SOUTH 29°18'58" WEST, A DISTANCE OF 250.32 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE; THENCE WESTERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE SOUTHERLY, WHOSE RADIUS BEARS SOUTH 23°34'37" WEST, THROUGH A CENTRAL ANGLE OF 84°15'39", A DISTANCE OF 14.71 FEET, TO THE CURVES END; THENCE SOUTH 29°18'58" WEST, A DISTANCE OF 538.50 FEET; THENCE SOUTH 74°18'58" WEST, A DISTANCE OF 28.28 FEET; THENCE NORTH 60°41'02" WEST, A DISTANCE OF 86.01 FEET; THENCE SOUTH 29°18'58" WEST, A DISTANCE OF 23.00 FEET; THENCE SOUTH 60°41'02" EAST, A DISTANCE OF 86.01 FEET; THENCE SOUTH 57°06'28" EAST, A DISTANCE OF 31.06 FEET; THENCE SOUTH 29°18'58" WEST, A DISTANCE OF 595.44 FEET; THENCE NORTH 60°41'02" WEST, A DISTANCE OF 117.01 FEET; THENCE SOUTH 29°18'58" WEST, A DISTANCE OF 23.00 FEET; THENCE SOUTH 60°41'02" EAST, A DISTANCE OF 117.01 FEET; THENCE SOUTH 61°03'58" EAST, A DISTANCE OF 75.00 FEET; THENCE SOUTH 60°41'02" EAST, A DISTANCE OF 123.00 FEET; THENCE SOUTH 15°41'02" EAST, A DISTANCE OF 28.28 FEET; THENCE SOUTH 29°18'58" WEST, A DISTANCE OF 210.09 FEET, TO THE BEGINNING OF A CURVE; THENCE SOUTHERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 211.00 FEET, CONCAVE EASTERLY, THROUGH A CENTRAL ANGLE OF 29°34'27", A DISTANCE OF 108.91 FEET, TO THE CURVES END; THENCE SOUTH 00°15'30" EAST, A DISTANCE OF 131.46 FEET; THENCE SOUTH 44°45'44" WEST, A DISTANCE OF 28.27 FEET; THENCE SOUTH 89°46'58" WEST, A DISTANCE OF 224.72 FEET; THENCE NORTH 89°49'09" WEST, A DISTANCE OF 72.00 FEET; THENCE SOUTH 89°46'59" WEST, A DISTANCE OF 74.54 FEET; THENCE SOUTH 00°13'01" EAST, A DISTANCE OF 23.00 FEET; THENCE SOUTH 89°46'59" WEST, A DISTANCE OF 12.20 FEET; THENCE SOUTH 44°47'31" WEST, A DISTANCE OF 42.43 FEET; THENCE SOUTH 00°11'57" EAST, A DISTANCE OF 236.51 FEET, TO THE POINT OF BEGINNING. UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 0 0 9 0 EX I S T I N G Z O N I N G : M P C UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 0 0 9 0 EX I S T I N G Z O N I N G : M P C UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 0 0 9 0 EX I S T I N G Z O N I N G : M P C UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 7 0 6 0 EX I S T I N G Z O N I N G : M P C UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 7 0 6 0 EX I S T I N G Z O N I N G : M P C 75 . 0 0 ' PA R C E L 1 0 FE E _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , P C R N8 9 ° 4 6 ' 5 9 " E 1 6 . 4 8 ' N4 5 ° 1 2 ' 2 9 " W 3 5 . 3 5 ' N0 0 ° 1 1 ' 5 7 " W 1 4 . 9 9 ' 25 6 8 . 3 6 ' PA R C E L 1 0 PE R F P 1 PA R C E L 9 PE R F P 1 UN S U B D I V I D E D ST A T E O F A R I Z O N A AP N 1 0 4 0 7 0 0 9 0 EX I S T I N G Z O N I N G : M P C RIGHT-OF-WAYRW LEGEND SURVEY MONUMENT FOUND AS NOTED UNLESS OTHERWISE NOTED SET MONUMENT W/RLS TAG OR CAP CORNER OF THIS SUBDIVISION EASEMENT LINE AS NOTED SECTION LINE BOUNDARY LINE PARCEL/TRACT LINE PINAL COUNTY HIGHWAY DEPARTMENTPCHD BRASS CAPBC RIGHT-OF-WAY LINE GLO GENERAL LAND OFFICE SIGHT VEHICULAR TRIANGLESVT PUFE PUBLIC UTILITY AND FACILITIES EASEMENT FD FOUND BRASS CAP IN HANDHOLEBCH POB POINT OF BEGINNING CENTERLINE MONUMENTATION - SET BRASS CAP FLUSH UPON COMPLETION OF PROJECT PER MAG STANDARD DETAIL 120-1, TYPE "B" POC POINT OF COMMENCEMENT APN ASSESSOR PARCEL NUMBER FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 RAY AVENUE - PHASE 1, RECORDED IN FEE _____________________, PCR FP1 07 - 0 5 - 2 2 SOUTH QUARTER CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC POC N89°46'59"E 2643.36' RAY AVENUE (BASIS OF BEARING) 75.00' POB S89°48'03"W 78.00' N0 0 ° 1 1 ' 5 7 " W 1 9 0 . 0 0 ' C1 C2 C3 S89°48'18"W 1080.14' L1 N0 0 ° 1 1 ' 4 2 " W 1 1 1 . 5 5 ' L2 N65°5 3 ' 1 2 " E 1 1 7 6 . 8 8 ' L3 L 4 C 4 L5 L6 L7 C 5 L 8 L9 L10 S 2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' L11 N52° 0 2 ' 5 5 " E 9 8 . 1 3 ' L12 S2 9 ° 1 8 ' 5 8 " W 5 9 5 . 4 4 ' N6 0 ° 4 1 ' 0 2 " W 1 1 7 . 0 1 ' L4 8 S6 0 ° 4 1 ' 0 2 " E 1 1 7 . 0 1 ' S6 1 ° 0 3 ' 5 8 " E 75. 0 0 ' S6 0 ° 4 1 ' 0 2 " E 1 2 3 . 0 0 ' L 4 9 S2 9 ° 1 8 ' 5 8 " W 2 1 0 . 0 9 ' C1 2 S0 0 ° 1 5 ' 3 0 " E 1 3 1 . 4 6 ' L50 S89°46'58"W 224.72' N89°49'09"W 72.00'L51 L5 2 L53 L5 4 S0 0 ° 1 1 ' 5 7 " E 2 3 6 . 5 1 ' PARCEL 8 PARCEL 10 TRACT Q PARCEL 9 PARCEL 11 406.90 ' 769.98 ' L = 6 1 . 5 1 ' S32 ° 0 6 ' 0 2 " W 1 2 0 . 9 3 ' C14 C15 S0 1 ° 1 0 ' 3 9 " W 48 . 8 4 ' C16 C17 C18 C19 C20 C2 1 C22 S67°02 ' 4 6 " W 2 1 2 . 1 6 ' N 2 2 ° 5 0 ' 4 6 " W 2 1 1 . 6 3 ' N2 9 ° 1 8 ' 5 8 " E 2 2 0 . 0 3 ' L59 L60 L57 L 5 8 C2 3 C2 7 C2 6 N2 9 ° 1 8 ' 5 8 " E 1 1 6 . 2 0 ' L64 L65 N2 9 ° 1 8 ' 5 8 " E 2 2 0 . 0 3 ' C1 3 L = 6 1 . 5 1 ' L = 7 3.49' L56 L 5 5 L61 L 6 2 L6 3 C2 4 C2 5 N2 9 ° 1 8 ' 5 8 " E 3 4 8 . 0 0 ' S89°48'18"W 2643.78' BL O S S O M R O C K T R A I L N2 9 ° 1 8 ' 5 8 " E 3 5 0 . 0 0 ' 25 6 . 5 3 ' 62 0 . 3 8 ' N2 9 ° 1 8 ' 5 8 " E 1 0 9 6 . 2 5 ' 75. 0 0 ' 75. 0 0 ' N6 0 ° 4 1 ' 0 2 " W 1 5 0 . 0 0 ' 11.50' 11.50' 11.50' 11.50' L=37.34' L=477.80' C50 N0 0 ° 1 1 ' 5 7 " W 2 4 0 . 6 7 ' 44.50'33.50' L89 11.50' 11.50' 33.5' RW 44.5' RW 33. 5 ' RW 33. 5 ' RW 40. 5 ' R W 40. 5 ' R W SVT SVT SVT SVT SVT 17' P U F E 17' P U F E 17' P U F E 17' P U F E APPROXIMATE FLOOD ZONE X (SHADED) LIMIT APPROXIMATE FLOOD ZONE X LIMIT APPROXIMATE FLOOD ZONE X (SHADED) LIMIT APPROXIMATE FLOOD ZONE X LIMIT UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC FEE _______________________, PCR 2568.36'N0 0 ° 1 3 ' 0 1 " W 65 . 0 0 ' N89°46'59"E 16.48' N45°12'29"W 35.35' N00°11'57"W 14.99' SVT PER FP1 17' PUFE PER FP1 8' P U F E PE R F P 1 SVT PER FP1 17' PUFE PER FP1 POB SVT PER FP1 PARCEL 9 PER FP1 PARCEL 10 PER FP1 UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC TEMPORARY DRAINAGE EASEMENT PER FP1 SOUTHWEST CORNER SECTION 20, T1S, R8E FD 3" PCHD BCH SOUTHEAST CORNER SECTION 20, T1S,R8E FD 2 1/2" GLO BC CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP 1" = 60' 7/5/2022 WP# 215284.04 63 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T 2 B L O S S O M R O C K T R A I L - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 Horz. 1 in. = ft. 0 60 120 60 N MATCH SHEET 4 07 - 0 5 - 2 2 N2 9 ° 1 8 ' 5 8 " E 3 2 5 . 2 0 ' N6 0 ° 4 1 ' 0 2 " W 1 3 2 . 0 0 ' L13 S6 0 ° 4 1 ' 0 2 " E 1 1 0 . 5 0 ' L1 4 N6 0 ° 4 1 ' 0 2 " W 1 1 0 . 5 0 ' L 1 5 L1 6 S6 0 ° 4 1 ' 0 2 " E 1 3 5 . 0 0 ' N2 9 ° 1 8 ' 5 8 " E 1 2 0 . 0 0 ' L1 7 L1 8 L1 9 L2 0 L2 1 L2 2 L2 3 L2 4 L 2 5 L 2 6 C10 L41 S 2 4 ° 0 6 ' 4 8 " E 1 3 5 . 0 0 ' L4 2 S2 9 ° 1 8 ' 5 8 " W 2 5 0 . 3 2 ' C11 S2 9 ° 1 8 ' 5 8 " W 5 3 8 . 5 0 ' L43 L4 4 L4 5 L4 6 L4 7 PARCEL 12 TRACT R N2 9 ° 1 8 ' 5 8 " E 3 5 0 . 0 0 ' L6 8 L 6 7 L6 6 C2 9 C2 8 N2 9 ° 1 8 ' 5 8 " E 1 4 2 . 0 6 ' C3 1 L73 L 7 2 L7 1 C33 C3 2 N2 9 ° 1 8 ' 5 8 " E 1 8 2 . 8 4 ' L70L6 9 C3 0 L74 C35 C3 4 S2 9 ° 1 8 ' 5 8 " W 1 1 8 . 2 6 ' L75 S 2 4 ° 0 6 ' 4 8 " E 2 7 6 . 5 0 ' N2 9 ° 1 8 ' 5 8 " E 3 5 0 . 0 0 ' PARCEL 11 TR A C T Q N2 9 ° 1 8 ' 5 8 " E 3 4 8 . 0 0 ' L=844.83' C4 9 BL O S S O M R O C K T R A I L 21 9 . 3 4 ' N2 9 ° 1 8 ' 5 8 " E 1 0 9 6 . 2 5 ' 75. 0 0 ' 75. 0 0 ' 11.50' 11.50' 11.50' 11.50' N6 0 ° 4 1 ' 0 2 " W 1 5 0 . 0 0 ' 62 0 . 3 8 ' 40. 5 ' R W 33. 5 ' R W 33.5' RW 40.5' RW 17' P U F E 17' P U F E 17' PUFE 17' PUFE SVT SVT SVT SVT UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP 1" = 60' 7/5/2022 WP# 215284.04 64 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T 2 B L O S S O M R O C K T R A I L - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 Horz. 1 in. = ft. 0 60 120 60 N MATCH SHEET 3 MATCH SHEET 5 07 - 0 5 - 2 2 L 2 7S74°17'1 5 " W 1 3 3 . 2 4 ' L2 8 N65°5 3 ' 1 2 " E 1 1 2 . 8 6 ' L 2 9 S65°5 3 ' 1 2 " W 1 0 5 . 3 1 ' L30 C 6 L 3 1 N65°5 3 ' 1 2 " E 1 3 5 . 0 0 ' N 2 4 ° 0 6 ' 4 8 " W 7 7 0 . 0 0 ' S65°5 3 ' 1 2 " W 1 3 2 . 0 0 ' L3 2 N65°5 3 ' 1 2 " E 1 1 0 . 5 0 ' L 3 3 S65°5 3 ' 1 2 " W 1 1 0 . 5 0 ' L34 N 2 4 ° 0 6 ' 4 8 " W 1 1 9 . 5 0 ' N65°5 3 ' 1 2 " E 1 7 2 . 0 0 ' S 2 4 ° 0 6 ' 4 8 " E 1 1 4 . 5 0 ' N65°5 3 ' 1 2 " E 8 4 . 0 0 ' S 2 4 ° 0 6 ' 4 8 " E 1 9 4 . 5 4 ' C7 C8 S 2 4 ° 0 6 ' 4 8 " E 2 7 0 . 0 0 ' N65°5 3 ' 1 2 " E 8 7 . 2 3 ' S 2 4 ° 0 6 ' 4 8 " E 1 2 0 . 0 0 ' L35 C9 S 2 4 ° 0 6 ' 4 8 " E 2 7 6 . 5 0 ' L3 6 L37 L 3 8 L39 L40 S 2 4 ° 0 6 ' 4 8 " E 2 7 6 . 5 0 ' PARCEL 13 TRACT W TRACT V S 2 4 ° 0 6 ' 4 8 " E 6 3 0 . 0 0 ' C42 C 4 1 N 2 4 ° 0 6 ' 4 8 " W 1 9 4 . 5 4 ' 17.00' L85 L84 C 4 5 C44 C 4 3 S 2 4 ° 0 6 ' 4 8 " E 5 1 0 . 0 0 ' C 3 8 C 3 7 N 2 4 ° 0 6 ' 4 8 " W 1 0 0 . 4 7 ' C 3 6 L7 9 L78 L81 L80 N 2 4 ° 0 6 ' 4 8 " W 1 2 1 . 5 4 ' C 4 0 C39 L8 3 L82 C 4 8 C 4 7 C 4 6 L8 7 L86 L77 L76 S 2 4 ° 0 6 ' 4 8 " E 2 7 6 . 5 0 ' TRACT R PARCEL 12 C 3 0 C 3 1 L88 36.50' 8 1 8 . 4 2 ' 11.50' 11.50' S 2 4 ° 0 6 ' 4 8 " E 8 5 4 . 9 2 ' 33.50' 33.50' L = 8 7 . 6 9 ' L = 8 4 4 . 8 3 ' C 4 9 75.00' 80.00' N65°5 3 ' 1 2 " E 155.00 ' 11.50' 11.50' 11.50' 11.50' B L O S S O M R O C K T R A I L SVT SVT SVT SVT 33.5' RW 40.5' RW 17' PU F E 17' PU F E 17' PUFE 17' PUFE 40.5' RW 40.5' RW 33.5' RW 33.5' RW 17' PU F E 17' PU F E 17' PU F E SVT SVT UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP 1" = 60' 7/5/2022 WP# 215284.04 65 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T 2 B L O S S O M R O C K T R A I L - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 Horz. 1 in. = ft. 0 60 120 60 N MATCH SHEET 4 07 - 0 5 - 2 2 LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 BEARING N45°11'42"W N32°50'45"E S69°06'48"E S24°06'48"E S60°41'02"E N29°18'58"E N60°41'02"W N24°06'48"W N20°53'12"E N65°53'12"E N67°04'58"E N36°07'59"E N74°18'58"E N29°18'58"E N15°41'02"W N29°18'58"E N29°31'00"E N25°23'36"E N21°03'59"E N16°44'22"E N12°24'45"E N08°05'08"E N03°45'31"E N00°34'06"W N04°53'43"W DISTANCE 28.28' 33.53' 28.28' 60.81' 48.13' 23.00' 48.13' 55.81' 28.28' 23.24' 74.16' 69.97' 24.04' 23.00' 28.28' 32.23' 64.17' 70.23' 70.23' 70.23' 70.23' 70.23' 70.23' 70.23' 70.23' LINE TABLE LINE L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 BEARING N09°13'20"W N13°32'57"W N24°49'44"E N24°06'48"W N66°49'01"W N24°06'48"W N20°53'12"E N24°06'48"W N69°06'48"W S71°04'31"E S20°53'12"W S65°53'12"W S24°06'48"E N65°53'12"E S69°06'48"E N65°53'12"E S50°49'20"E S74°18'58"W N60°41'02"W S29°18'58"W S60°41'02"E S57°06'28"E S29°18'58"W S15°41'02"E S44°45'44"W DISTANCE 70.23' 70.23' 26.42' 23.00' 33.91' 19.92' 24.04' 23.00' 28.28' 26.27' 28.28' 64.84' 23.00' 64.84' 28.28' 2.94' 57.25' 28.28' 86.01' 23.00' 86.01' 31.06' 23.00' 28.28' 28.27' CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 DELTA 12°30'40" 9°40'47" 13°41'09" 36°34'14" 36°34'14" 3°41'30" 31°19'56" 31°19'56" 45°00'00" 90°00'00" 84°15'39" 29°34'27" 12°59'52" 29°42'21" 69°35'22" 70°15'40" 51°19'20" 88°20'11" 43°37'22" 77°26'24" 28°03'27" 48°58'33" 24°50'24" 31°19'56" 31°19'56" RADIUS 265.00' 265.00' 1033.50' 211.50' 188.50' 794.50' 7.00' 41.00' 10.00' 10.00' 10.00' 211.00' 1033.50' 46.01' 69.00' 46.00' 66.06' 46.00' 96.72' 46.06' 62.52' 115.50' 966.50' 24.00' 24.00' ARC 57.87' 44.77' 246.87' 135.00' 120.32' 51.19' 3.83' 22.42' 7.85' 15.71' 14.71' 108.91' 234.46' 23.85' 83.80' 56.41' 59.18' 70.92' 73.64' 62.26' 30.61' 98.73' 419.02' 13.12' 13.12' CHORD BEARING N06°03'23"E N07°28'19"E N09°28'31"E S42°23'55"E N42°23'55"W N22°16'03"W S39°46'46"E S39°46'46"E S01°36'48"E S69°06'48"E S71°26'47"W S14°31'44"W S22°49'01"W N56°13'32"E S35°58'20"W N36°18'29"E S45°46'38"W N64°17'04"E S86°38'28"W S76°25'25"E N54°32'49"W N88°46'14"W S16°53'45"W S44°58'56"W N44°58'56"E CHORD 57.75' 44.72' 246.28' 132.72' 118.28' 51.18' 3.78' 22.14' 7.65' 14.14' 13.42' 107.71' 233.95' 23.59' 78.75' 52.94' 57.22' 64.10' 71.87' 57.62' 30.31' 95.75' 415.74' 12.96' 12.96' PARCEL AND TRACT AREA TABLE NAME BLOSSOM ROCK TRAIL PARCEL 8 PARCEL 9 PARCEL 10 PARCEL 11 PARCEL 12 PARCEL 13 TRACT Q TRACT R TRACT V TRACT W AREA SQUARE FEET 279,963 201,567 291,422 231,004 91,423 207,501 59,486 36,830 46,162 23,482 43,067 AREA ACRES 6.4271 4.6273 6.6901 5.3031 2.0988 4.7636 1.3656 0.8455 1.0597 0.5391 0.9887 USE RIGHT-OF-WAY FUTURE PARK FUTURE PARK FUTURE PARK FUTURE PARK FUTURE PARK FUTURE PARK RETENTION, OPEN SPACE OPEN SPACE RETENTION, OPEN SPACE RETENTION, OPEN SPACE CURVE TABLE CURVE C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 C48 C49 C50 DELTA 31°19'56" 31°19'56" 31°19'56" 31°19'56" 45°51'24" 44°00'00" 31°19'56" 31°19'56" 31°19'56" 31°19'56" 3°01'57" 31°19'56" 31°19'56" 31°19'56" 31°19'56" 31°19'56" 31°19'56" 31°45'24" 30°40'55" 1°41'27" 1°09'33" 30°38'58" 32°12'02" 53°25'46" 29°30'55" RADIUS 24.00' 24.00' 24.00' 24.00' 966.50' 1040.50' 24.00' 24.00' 24.00' 24.00' 966.50' 24.00' 24.00' 24.00' 24.00' 24.00' 24.00' 24.00' 24.00' 1033.50' 1033.50' 24.00' 24.00' 1000.00' 1000.00' ARC 13.12' 13.12' 13.12' 13.12' 773.54' 799.05' 13.12' 13.12' 13.12' 13.12' 51.15' 13.12' 13.12' 13.12' 13.12' 13.12' 13.12' 13.30' 12.85' 30.50' 20.91' 12.84' 13.49' 932.52' 515.14' CHORD BEARING N13°39'00"E S13°39'00"W S44°58'56"W N44°58'56"E N06°23'16"E N07°18'58"E N44°58'56"E S44°58'56"W S13°39'00"W N13°39'00"E N22°35'50"W N39°46'46"W S39°46'46"E S08°26'50"E N08°26'50"W S39°46'46"E N39°46'46"W N08°14'06"W S07°41'51"E N22°11'35"W N16°38'49"W S31°23'32"E N30°37'00"W N02°36'05"E S14°33'30"W CHORD 12.96' 12.96' 12.96' 12.96' 753.06' 779.56' 12.96' 12.96' 12.96' 12.96' 51.15' 12.96' 12.96' 12.96' 12.96' 12.96' 12.96' 13.13' 12.70' 30.50' 20.91' 12.69' 13.31' 899.10' 509.46' LINE TABLE LINE L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 L61 L62 L63 L64 L65 L66 L67 L68 L69 L70 L71 L72 L73 L74 L75 BEARING S89°46'59"W S00°13'01"E S89°46'59"W S44°47'31"W S15°41'02"E S60°41'02"E N89°46'59"E S43°18'55"E S74°18'58"W N60°41'02"W N60°41'02"W S15°41'02"E N29°18'58"E S74°18'58"W N60°41'02"W N29°18'58"E S15°41'02"E N60°41'02"W N60°41'02"W S74°18'58"W N29°18'58"E S15°41'02"E N60°41'02"W N60°41'02"W S74°18'57"W DISTANCE 74.54' 23.00' 12.20' 42.43' 35.36' 16.50' 10.96' 40.99' 35.36' 16.50' 16.50' 35.36' 31.20' 35.36' 16.50' 31.26' 35.36' 16.50' 16.50' 35.36' 15.82' 35.36' 16.50' 16.50' 35.36' LINE TABLE LINE L76 L77 L78 L79 L80 L81 L82 L83 L84 L85 L86 L87 L88 L89 BEARING S65°19'37"E N65°53'12"E N65°53'12"E S22°46'24"W N69°06'48"W N65°53'12"E N65°53'12"E S20°53'11"W N67°43'50"W N65°53'12"E N65°53'12"E S23°59'01"W N65°53'12"E N89°46'59"E DISTANCE 37.61' 12.13' 17.34' 36.50' 35.36' 16.50' 16.50' 35.36' 36.20' 18.89' 22.42' 37.21' 75.00' 75.00' CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 2 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP NTS 7/5/2022 WP# 215284.04 66 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T 2 B L O S S O M R O C K T R A I L - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 07 - 0 5 - 2 2 Agenda Item Cover Sheet City of Apache Junction, Arizona 300 E Superstition Boulevard Apache Junction, AZ 85119 File ID: 22-437 Agenda Item No. 10. Agenda Date: 7/18/2022 Sponsor: Sidney Urias In Control: City Council Work SessionIndex: Presentation and discussion of the Final Plat for Infrastructure for Superstition Vistas Development Unit 2 - Ray Avenue Phase 1 (SV-22-15-BI). Page 1 City of Apache Junction, Arizona Printed on 7/13/2022 “SV-22-15-BI, Final Plat for Infrastructure for Superstition Vistas – Ray Avenue Phase 1” July 19, 2022 City Council Staff Report 1 City of Apache Junction 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 2 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. Sidney Urias _________________________ 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) CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 1 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP NTS 7/5/2022 WP# 215284.03 41 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T 2 R A Y A V E N U E - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 FOR FINAL PLAT FOR INFRASTRUCTURE RAY AVENUE - PHASE 1 LYING WITHIN SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, APACHE JUNCTION, ARIZONA N VICINITY MAP NTS DEDICATION CERTIFICATION I, BRIAN J. DIEHL, OF WOOD, PATEL & ASSOCIATES, INC. HEREBY CERTIFY THAT THIS PLAT IS A CORRECT 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 ITS CORRECTNESS AND THAT ALL MONUMENTS ARE SET OR WILL BE SET WITHIN ONE (1) YEAR AFTER RECORDATION. ____________________________________ BRIAN J. DIEHL REGISTERED LAND SURVEYOR #23945 WOOD, PATEL & ASSOCIATES, INC. 1630 SOUTH STAPLEY DRIVE, SUITE 219 MESA, ARIZONA 85204 BASIS OF BEARING FLOODPLAIN INFORMATION THE BASIS OF BEARING IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, HAVING A BEARING OF NORTH 89 DEGREES 46 MINUTES 59 SECONDS EAST. IR O N W O O D D R I V E SECTION 20T1S, R8E RAY AVENUE (ALIGNMENT) WARNER AVENUE (ALIGNMENT) IN WITNESS WHEREOF: THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICER THIS ____ DAY OF _________________, 2022. THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT BY: ____________________________________ LISA ATKINS, COMMISSIONER BROOKFIELD ASLD 8500, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, AS DEVELOPER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICERS THIS ____ DAY OF _________________, 2022. BROOKFIELD ASLD 8500, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY: BROOKFIELD RESIDENTIAL (ARIZONA) LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS MANAGER BY: _______________________________________ ITS: ______________________________________ BY: _______________________________________ ITS: ______________________________________ ) ss. COUNTY OF MARICOPA ) STATE OF ARIZONA ) KNOW ALL MEN BY THESE PRESENTS: THAT THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, DOES HEREBY PUBLISH THIS FINAL PLAT FOR INFRASTRUCTURE FOR "SUPERSTITION VISTAS DEVELOPMENT UNIT 2 RAY AVENUE - PHASE 1" LYING WITHIN SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 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 THE STREETS, PARCELS, TRACTS AND EASEMENTS SHALL BE KNOWN BY THE NAME, NUMBER, OR LETTER GIVEN TO IT RESPECTIVELY. THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, HEREBY DEDICATES AND CONVEYS TO THE CITY OF APACHE JUNCTION, IN FEE, ALL REAL PROPERTY DESIGNATED ON THIS PLAT AS "RIGHT-OF-WAY" OR "R/W" FOR USE AS PUBLIC RIGHT-OF-WAY. EASEMENTS ARE DEDICATED FOR THE PURPOSES SHOWN. OWNER HEREBY DEDICATES TO THE CITY OF APACHE JUNCTION FOR USE AS SUCH THE PUBLIC UTILITY AND FACILITY EASEMENTS, AS SHOWN ON THE SAID PLAT 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 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 INCLUDING THE FOLLOWING USES: TO CONSTRUCT, INSTALL, ACCESS, MAINTAIN, REPAIR, RECONSTRUCT, REPLACE, REMOVE, UTILITIES AND FACILITIES (INCLUDING, BUT NOT LIMITED TO, WATER, WASTEWATER, GAS, ELECTRIC, STORM WATER, PIPES, CONDUIT, CABLES, AND SWITCHING EQUIPMENT), 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, 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 OR FILL (PROVIDED THAT GROUND LEVEL SHALL NOT BE ALTERED IN A MANNER THAT CONFLICTS WITH THE OPERATION, MAINTENANCE, OR REPAIR OF EXISTING UTILITY OR PUBLIC IMPROVEMENTS) AND THE UNRESTRICTED RIGHT OF VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS TO, FROM, AND ACROSS THE EASEMENT PROPERTY. ADDITIONALLY, THE CITY IS AUTHORIZED TO PERMIT OTHERS TO USE THE PUBLIC UTILITY AND FACILITY EASEMENT PROPERTY FOR ALL USES AND FACILITIES ALLOWED HEREIN. ALL OTHER EASEMENTS ARE HEREBY DEDICATED FOR THE PURPOSES SHOWN. UNLESS APPROVED OTHERWISE BY THE CITY OF APACHE JUNCTION, ALL EASEMENTS CREATED BY THIS PLAT ARE PERPETUAL AND NONEXCLUSIVE EASEMENTS. OWNER HEREBY GRANTS TO THE CITY OF APACHE JUNCTION A PERMANENT, NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON ALL AREAS DESIGNATED ON THIS PLAT AS SIGHT VEHICULAR TRIANGLE (“SVT”) FOR THE PURPOSE OF ESTABLISHING AREAS WITHIN WHICH NO LANDSCAPING MAY BE INSTALLED OTHER THAN GROUND COVER, FLOWERS AND GRANITE LESS 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 LESS THAN 8 FEET APART. OWNER HEREBY DEDICATES THE TEMPORARY DRAINAGE EASEMENTS FOR USE AS SUCH. THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, WILL HAVE THE RESPONSIBILITY FOR MAINTENANCE OF THE TEMPORARY DRAINAGE EASEMENTS. 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 BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, FOR ITS USE AND ENJOYMENT AS MORE FULLY SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS AND SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE THEREOF. WITHOUT LIMITING IN ANY MANNER THE DEDICATIONS AND RIGHTS CREATED IN FAVOR OF THE CITY OF APACHE JUNCTION, ARIZONA BY THIS FINAL PLAT, THE COSTS OF PUBLIC INFRASTRUCTURE CONSTRUCTED OR INSTALLED IN THE RIGHTS OF WAY OR PUBLIC EASEMENTS OR IN TRACT D ESTABLISHED BY THIS FINAL PLAT, TO THE EXTENT THAT IT IS COMPRISED OF CFD-ELIGIBLE IMPROVEMENTS, MAY BE FINANCED WITH, AND BROOKFIELD ASLD 8500 LLC REIMBURSED BY, THE PROCEEDS OF BONDS ISSUED BY THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 (CITY OF APACHE JUNCTION, 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 OFFICE OF THE PINAL COUNTY, ARIZONA, RECORDER, AS FEE NO. 2021-131167, AS AMENDED FROM TIME TO TIME. OWNER HEREBY GRANTS TO THE CITY OF APACHE JUNCTION AND THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 (“CFD”) A PERMANENT, NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON TRACT D DESIGNATED ON THIS PLAT FOR THE PURPOSE OF PUBLIC USE AND ENJOYMENT; PROVIDED THAT THE CITY OF APACHE JUNCTION AND THE CFD SHALL HAVE NO OBLIGATION WHATSOEVER FOR INSTALLING, CONSTRUCTING, MAINTAINING, REPLACING, REPAIRING OR OPERATING SUCH TRACT OR ANY IMPROVEMENTS OR LANDSCAPING WITHIN SUCH TRACT, AND SHALL HAVE NO OBLIGATION FOR ANY CLAIMS ARISING OUT OF ANY PRIVATE OR PUBLIC USE OF SUCH TRACT, AND PROVIDED FURTHER THAT (I) OWNER HEREBY EXPRESSLY RESERVES FROM THE FOREGOING GRANT OF EASEMENT, TOGETHER WITH THE RIGHT TO TRANSFER THE SAME, THE RIGHT TO ENTER UPON, USE AND IMPROVE SUCH TRACT, INCLUDING THE RIGHT TO INSTALL, MAINTAIN, REPAIR AND REPLACE SUCH IMPROVEMENTS AS IT OR ITS SUCCESSOR OR ASSIGNEE MAY FROM TIME TO TIME DEEM DESIRABLE, SUBJECT ONLY TO ORDINARY APPROVALS BY THE 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 SUCH TRACT AND ANY IMPROVEMENTS LOCATED AT ANY TIME THEREIN, AND THE FOREGOING EASEMENT IS GRANTED ON THE 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 THE FOREGOING EASEMENT RIGHTS. PARCELS 9, 10, 11 AND 13 ARE RESERVED FOR FUTURE SUBDIVISION AND/OR DEVELOPMENT. NOTES 1.THE MAINTENANCE OF LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY TO THE BACK OF CURB SHALL BE THE RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE ABUTTING LOT, TRACT OR PARCEL OWNER. 2.CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, REMOVABLE FENCES AND DRIVEWAYS. 3.NO STRUCTURES, EARTHWORK OR OTHER CONSTRUCTION WILL BE CARRIED OUT IN DRAINAGE PATHS OR RETENTION BASINS AS SHOWN ON THE APPROVED IMPROVEMENT PLANS AND, EXCEPT AS MAY BE APPROVED BY DEVELOPMENT SERVICES ENGINEER, FENCING WILL BE LIMITED TO WIRE-STRAND OR BREAK-AWAY SECTIONS THAT CANNOT IMPEDE WATER FLOW OR COLLECT DEBRIS WHICH WOULD IMPEDE WATER FLOW. VEGETATION SHALL NOT BE PLANTED NOR ALLOWED TO GROW WITHIN DRAINAGE PATHS, EASEMENTS OR RETENTION BASINS WHICH WOULD IMPEDE THE FLOW OF WATER. ID A H O R O A D ( A L I G N M E N T ) SUPERSTITION VISTAS DEVELOPMENT UNIT 2 SITE DATA TABLE GROSS PROJECT AREA GROSS PROJECT DENSITY NET PROJECT AREA SQ.FT.AC32.68 SQ.FT.AC1,232,493 1,423,599 0 DU/GROSS AC 28.29 EXISTING & PROPOSED ZONING 0TOTAL NUMBER OF LOTS MPC THIS FINAL PLAT HAS BEEN CHECKED FOR CONFORMANCE WITH THE REQUIREMENTS OF THE LAND DEVELOPMENT CODE AND ANY OTHER APPLICABLE ORDINANCE AND REGULATIONS AND THAT ASSURANCES WILL BE PROVIDED PRIOR TO APPROVAL OF ALL RELATED IMPROVEMENT PLANS. ________________________________________________________________________________________ DEVELOPMENT SERVICES PRINCIPAL ENGINEER DATE APPROVED BY THE COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA THIS _______ DAY OF _______________________, 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 AS REQUIRED BY ARIZONA REVISED STATUTES 45.576 OR EVIDENCE THAT THE AREA HAS BEEN DESIGNATED BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY. BY:_____________________________________________ATTEST:________________________________ MAYOR CITY CLERK APPROVALS EXISTING CITY OF APACHE JUNCTION CORPORATE LIMIT SUBJECT PROPERTY LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. 04021C0200E 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 MINIMAL FLOOD HAZARD." OTHER AREAS OF FLOOD HAZARD ZONE "X" (SHADED) IS DESCRIBED AS: "0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE." RIGHT-OF-WAY AREA SQ.FT.AC191,106 4.39 STATE OF ARIZONA ) ) ss. COUNTY OF MARICOPA ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _______DAY OF ___________________, 20__, BY LISA ATKINS, COMMISSIONER OF THE ARIZONA STATE LAND DEPARTMENT, STATE OF ARIZONA, ON BEHALF THEREOF. NOTARY PUBLIC_____________________________________ MY COMMISSION EXPIRES____________________________ ACKNOWLEDGMENT STATE OF ARIZONA ) ) ss. COUNTY OF MARICOPA ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _______DAY OF ___________________, 20__, BY _________________________, THE ___________________________ AND _________________________, THE ___________________________ OF BROOKFIELD RESIDENTIAL (ARIZONA) LLC, A DELAWARE LIMITED LIABILITY COMPANY, IN ITS CAPACITY AS MANAGER OF BROOKFIELD ASLD 8500 LLC, A DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF THEREOF. NOTARY PUBLIC_____________________________________ MY COMMISSION EXPIRES____________________________ ACKNOWLEDGMENT 1 COVER SHEET 2 SITE MAP AND DESCRIPTION 3 PLAN SHEET, LEGEND, PARCEL AND TRACT TABLES 4 PLAN SHEETS, LINE AND CURVE TABLES SHEET INDEX WOOD, PATEL & ASSOCIATES, INC. 1630 SOUTH STAPLEY DRIVE, SUITE 219 MESA, ARIZONA 85204 PHONE: 480-834-3300 CONTACT: DAN MATTHEWS, P.E. BROOKFIELD ASLD 8500 LLC 14646 N KIERLAND BLVD., SUITE 165 SCOTTSDALE, ARIZONA 85254 PHONE: 602-903-7506 CONTACT: ERIC TUNE, P.E. DEVELOPER ENGINEER STATE OF ARIZONA C/O ARIZONA STATE LAND DEPARTMENT 1616 W ADAMS STREET PHOENIX, ARIZONA 85007 PHONE: 602-542-4631 CONTACT: MARK EDELMAN OWNER NOTES (CONTINUED) 4. MAINTENANCE OF THE DRAINAGE AREAS WITHIN THE TRACTS AND EASEMENTS SHALL BE THE RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING LOT, TRACT OR PARCEL. SHOULD THE ASSOCIATION NOT ADEQUATELY MAINTAIN THEM, THE GOVERNING ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS LOCATED, AT ITS DISCRETION, MAY ENTER UPON AND MAINTAIN THE DRAINAGE AREAS, AND CHARGE THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING LOT, TRACT OR PARCEL THE COST OF THE MAINTENANCE. 5. ALL TRACTS NOT DEDICATED TO THE CITY OF APACHE JUNCTION SHALL BE IMPROVED IN ACCORDANCE WITH THE APPROVED PLANS AND DEEDED TO THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, AFTER RECORDATION OF THE PLAT. 6.THE OVERHEAD UTILITY LINES ON OR ADJACENT TO THE SITE SHALL BE UNDERGROUNDED AS OUTLINED IN § 1-8-6(K), RELOCATION OF OVERHEAD WIRES AND EQUIPMENT, ZONING ORDINANCE, VOL. II, APACHE JUNCTION CITY CODE. ALL EXISTING AND PROPOSED ONSITE OVERHEAD UTILITY LINES SHALL BE PLACED UNDERGROUND. 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 THE HOMEOWNERS’ ASSOCIATION OR ALL FUTURE OWNERS, ASSIGNS AND SUCCESSORS IN INTEREST AND/OR BENEFITING PROPERTIES. 8.SHOULD THE HOMEOWNERS’ ASSOCIATION NOT PAY PROPERTY TAXES ON ANY TRACT THEY OWN WITHIN THE SUBDIVISION AT ANY TIME IN THE FUTURE AND LOSE THE PROPERTY THROUGH TAX FORECLOSURE OR FORFEITURE OR DISSOLVE, THE CITY OR THE GOVERNING ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE TRACT OR THE EASEMENT IS LOCATED, SHALL ASSESS, LIEN, AND/OR COLLECT FROM ANY SUCCESSOR IN INTEREST AND/OR BENEFITING PROPERTIES THE COST OF MAINTENANCE OF ALL IMPROVEMENTS, DRAINAGE FACILITIES, LANDSCAPING AND AMENITIES. 9. SIDEWALKS LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY THE BLOSSOM ROCK COMMUNITY ALLIANCE UNLESS OTHERWISE SPECIFIED WITHIN THE MAINTENANCE AND/OR DEVELOPMENT AGREEMENTS BETWEEN THE CITY AND THE DEVELOPER. 10.THE CITY OF APACHE JUNCTION IS NOT RESPONSIBLE FOR AND WILL NOT ACCEPT MAINTENANCE OF ANY PRIVATE PARKS, DRAINAGE FACILITIES OR LANDSCAPED AREAS WITHIN THE SUBDIVISION SHOWN HEREON. ALL TRACTS SHALL BE PRIVATELY OWNED AND MAINTAINED. EXCEPT AS EXPRESSLY SET FORTH IN THE APPLICABLE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS (OR APPLICABLE SUPPLEMENTAL DECLARATION) WITH REGARD TO MAINTENANCE BY BLOSSOM ROCK COMMUNITY ALLIANCE, INC. OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, INC., THE MAINTENANCE OF EASEMENT PREMISES SHOWN ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A SUBDIVISION LOT OR PARCEL IS THE 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 IS THE RESPONSIBILITY OF THE TRACT OWNER. 11.PURSUANT TO SECTION 4.7.B.1 OF THE DEVELOPMENT AGREEMENT FOR SUPERSTITION VISTAS 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 RECORDS OF PINAL COUNTY, ARIZONA, DEVELOPER, AND ITS SUCCESSORS AND ASSIGNS (WHICH MAY INCLUDE BLOSSOM ROCK COMMUNITY ALLIANCE, INC., OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, INC.), SHALL MAINTAIN ANY AND ALL LANDSCAPING INSTALLED WITHIN AND ADJACENT TO THE ROAD RIGHTS-OF-WAY WITHIN THE SUBDIVISION SHOWN ON THIS PLAT. 07 - 0 5 - 2 2 PARCEL 13 PARCEL 9 TRACT D PARCEL 11 SOUTHWEST CORNER SECTION 20, T1S, R8E FD 3" PCHD BCH SOUTH QUARTER CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC POB RAY AVENUE RAY AVENUE IR O N W O O D D R I V E APPROXIMATE FLOOD ZONE X (SHADED) LIMIT APPROXIMATE FLOOD ZONE X LIMITUNSUBDIVIDED STATE OF ARIZONA UNSUBDIVIDED STATE OF ARIZONA UN S U B D I V I D E D ST A T E O F A R I Z O N A UNSUBDIVIDED STATE OF ARIZONA UNSUBDIVIDED STATE OF ARIZONA UNSUBDIVIDED STATE OF ARIZONA UNSUBDIVIDED STATE OF ARIZONA PARCEL 10 APN 104077060 EXISTING ZONING: MPC APN 104070090 EXISTING ZONING: MPC APN 104070090 EXISTING ZONING: MPC APN 104070090 EXISTING ZONING: MPC APN 104070090 EXISTING ZONING: MPC APN 104077060 EXISTING ZONING: MPC AP N 1 0 4 0 7 0 0 9 0 EX I S T I N G Z O N I N G : M P C WEST QUARTER CORNER SECTION 20, T1S, R8E FD 3" PCHD BCH SOUTHEAST CORNER SECTION 20, T1S,R8E FD 2 1/2" GLO BC CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 1 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP 1" = 100' 7/5/2022 WP# 215284.03 42 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T 2 R A Y A V E N U E - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23N Horz. 1 in. = ft. 0 100 200 100 SHEET 3 SHEET 4 INDEX SHEET N0 0 ° 1 7 ' 0 1 " W 2 6 4 0 . 2 8 ' (BASIS OF BEARING)S89°48'18"W 2643.78'N89°46'59"E 2643.36' DESCRIPTION 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: BEGINNING 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 89°46'59" EAST (BASIS OF BEARING), A DISTANCE OF 2643.36 FEET; THENCE ALONG THE SOUTH LINE OF SAID SECTION, SOUTH 89°48'18" WEST, A DISTANCE OF 2643.78 FEET, TO THE SOUTHWEST CORNER OF SAID SECTION; THENCE LEAVING SAID SOUTH LINE, ALONG THE WEST LINE OF SAID SECTION, NORTH 00°17'01" WEST, A DISTANCE OF 94.90 FEET; THENCE LEAVING SAID WEST LINE, NORTH 89°42'59" EAST, A DISTANCE OF 65.00 FEET; THENCE NORTH 00°17'01" WEST, A DISTANCE OF 719.20 FEET; THENCE NORTH 89°42'59" EAST, A DISTANCE OF 970.00 FEET; THENCE SOUTH 00°11'42" EAST, A DISTANCE OF 560.97 FEET, TO THE BEGINNING OF A CURVE; THENCE SOUTHERLY ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 250.00 FEET, CONCAVE WESTERLY, THROUGH A CENTRAL ANGLE OF 08°53'06", A DISTANCE OF 38.77 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE SOUTHERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, CONCAVE EASTERLY, THROUGH A CENTRAL ANGLE OF 08°53'06", A DISTANCE OF 38.77 FEET, TO THE CURVES END; THENCE SOUTH 00°11'42" EAST, A DISTANCE OF 72.50 FEET; THENCE NORTH 89°48'18" EAST, A DISTANCE OF 61.00 FEET; THENCE NORTH 00°11'42" WEST, A DISTANCE OF 94.50 FEET; THENCE NORTH 44°48'18" EAST, A DISTANCE OF 35.36 FEET; THENCE NORTH 89°48'18" EAST, A DISTANCE OF 35.00 FEET; THENCE SOUTH 86°45'41" EAST, A DISTANCE OF 75.13 FEET; THENCE NORTH 89°48'18" EAST, A DISTANCE OF 36.00 FEET; THENCE SOUTH 00°11'42" EAST, A DISTANCE OF 125.00 FEET; THENCE NORTH 89°48'18" EAST, A DISTANCE OF 550.00 FEET; THENCE NORTH 00°11'42" WEST, A DISTANCE OF 125.00 FEET; THENCE NORTH 89°48'18" EAST, A DISTANCE OF 20.00 FEET, TO THE BEGINNING OF A CURVE; THENCE NORTHEASTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE NORTHWESTERLY, THROUGH A CENTRAL ANGLE OF 90°00'00", A DISTANCE OF 15.71 FEET, TO THE CURVES END; THENCE NORTH 00°11'42" WEST, A DISTANCE OF 399.50 FEET, TO THE BEGINNING OF A CURVE; THENCE NORTHWESTERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE SOUTHWESTERLY, THROUGH A CENTRAL ANGLE OF 90°00'00", A DISTANCE OF 15.71 FEET, TO A POINT OF CUSP; THENCE NORTH 89°48'18" EAST, A DISTANCE OF 823.14 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE; THENCE SOUTHERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1033.50 FEET, CONCAVE EASTERLY, WHOSE RADIUS BEARS SOUTH 73°40'55" EAST, THROUGH A CENTRAL ANGLE OF 13°41'09", A DISTANCE OF 246.87 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE SOUTHERLY ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 265.00 FEET, CONCAVE WESTERLY, THROUGH A CENTRAL ANGLE OF 09°40'47", A DISTANCE OF 44.77 FEET, TO THE BEGINNING OF A REVERSE CURVE; THENCE SOUTHERLY ALONG SAID REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 265.00 FEET, CONCAVE EASTERLY, THROUGH A CENTRAL ANGLE OF 12°30'40", A DISTANCE OF 57.87 FEET, TO THE CURVES END; THENCE SOUTH 00°11'57" EAST, A DISTANCE OF 190.00 FEET; THENCE NORTH 89°48'03" EAST, A DISTANCE OF 78.00 FEET; THENCE NORTH 00°11'57" WEST, A DISTANCE OF 236.51 FEET; THENCE NORTH 44°47'31" EAST, A DISTANCE OF 42.43 FEET; THENCE NORTH 89°46'59" EAST, A DISTANCE OF 86.74 FEET; THENCE SOUTH 45°13'01" EAST, A DISTANCE OF 28.28 FEET; THENCE SOUTH 00°13'01" EAST, A DISTANCE OF 119.48 FEET; THENCE SOUTH 89°48'03" WEST, A DISTANCE OF 119.78 FEET; THENCE SOUTH 00°11'57" EAST, A DISTANCE OF 135.02 FEET; THENCE SOUTH 45°12'29" EAST, A DISTANCE OF 34.61 FEET; THENCE SOUTH 00°13'01" EAST, A DISTANCE OF 72.56 FEET, TO THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION; THENCE ALONG SAID SOUTH LINE, SOUTH 89°46'59" WEST, A DISTANCE OF 75.00 FEET, TO THE POINT OF BEGINNING. 07 - 0 5 - 2 2 L1 PARCEL 13 TRACT D PARCEL 11 94 . 9 0 ' N0 0 ° 1 7 ' 0 1 " W 7 1 9 . 2 0 ' N89°42'59"E 970.00' S0 0 ° 1 1 ' 4 2 " E 5 6 0 . 9 7 ' C1 C2 S0 0 ° 1 1 ' 4 2 " E 7 2 . 5 0 ' L2 N0 0 ° 1 1 ' 4 2 " W 9 4 . 5 0 ' L3 L4 S86°45'41"E 75.13'L5 S0 0 ° 1 1 ' 4 2 " E 1 2 5 . 0 0 ' N89°48'18"E 550.00' S89°48'18"W 2643.78' L 1 0 498.86'46.26' L11 N89°48'18"E 377.74' L12 L13 L14 L 1 5 726.00' S0 0 ° 1 1 ' 4 2 " E 7 4 0 . 0 0 ' 520.00'450.00' N89°48'18"E 1465.53' N89°48'18"E 545.12' 33.50'27.50' S0 0 ° 1 1 ' 4 2 " E 1 0 5 . 0 0 ' 1061.24'1582.54' 8' PUFE 8' P U F E 8' P U F E 17' PUFE 8' P U F E 75 ' R W 65 ' R W SOUTHWEST CORNER SECTION 20, T1S, R8E FD 3" PCHD BCH N0 0 ° 1 7 ' 0 1 " W 2 6 4 0 . 2 8 ' 25 4 5 . 3 8 ' RAY AVENUE IR O N W O O D D R I V E 65' 65 ' R W SVT SVT SVT PARCEL & TRACT AREA TABLE NAME PARCEL 9 PARCEL 10 PARCEL 11 PARCEL 13 TRACT D AREA SQUARE FEET 21,435 443,511 336,087 383,969 47,490 AREA ACRES 0.4921 10.1816 7.7155 8.8147 1.0902 LAND USE FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT RETENTION, OPEN SPACE 33' RW FEE 2008-076344, PCR TEMPORARY DRAINAGE EASEMENT DEDICATED HEREON TEMPORARY DRAINAGE EASEMENT DEDICATED HEREON TE M P O R A R Y D R A I N A G E E A S E M E N T DE D I C A T E D H E R E O N N0 0 ° 1 7 ' 0 1 " W 7 1 4 . 8 9 ' S89°42'59"W 73.04' N0 1 ° 2 3 ' 3 7 " W 6 3 0 . 3 3 ' N45°52'24"W 9.48' S89°48'18"W 388.76' S85°02'28"W 29.33' S0 0 ° 1 1 ' 4 2 " E 9 5 . 9 4 ' S45°14'22"E 21.69' S89°48'18"W 494.55' S89°48'18"W 53.26' S0 0 ° 1 1 ' 4 2 " E 9 6 . 1 0 ' S85°02'28"W 28.87' S89°48'18"W 397.23' S0 0 ° 1 1 ' 4 2 " E 8 9 . 4 6 ' N89°48'18"E 353.70' S44°48'18"W 26.93' UNSUBDIVIDED STATE OF ARIZONA UNSUBDIVIDED STATE OF ARIZONA UN S U B D I V I D E D ST A T E O F A R I Z O N A UNSUBDIVIDED STATE OF ARIZONA APN 104077060 EXISTING ZONING: MPC APN 104070090 EXISTING ZONING: MPC APN 104070090 EXISTING ZONING: MPC AP N 1 0 4 0 7 0 0 9 0 EX I S T I N G Z O N I N G : M P C WEST QUARTER CORNER SECTION 20, T1S, R8E FD 3" PCHD BCH CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 1 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP 1" = 50' 7/5/2022 WP# 215284.03 43 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T 2 R A Y A V E N U E - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23N Horz. 1 in. = ft. 0 50 100 50 SE E S H E E T 4 RIGHT-OF-WAYRW LEGEND SURVEY MONUMENT FOUND AS NOTED UNLESS OTHERWISE NOTED SET MONUMENT W/RLS TAG OR CAP CORNER OF THIS SUBDIVISION EASEMENT LINE AS NOTED SECTION LINE BOUNDARY LINE PARCEL/TRACT LINE PINAL COUNTY HIGHWAY DEPARTMENTPCHD BRASS CAPBC RIGHT-OF-WAY LINE GLO GENERAL LAND OFFICE SIGHT VEHICULAR TRIANGLESVT PUFE PUBLIC UTILITY AND FACILITY EASEMENT FD FOUND BRASS CAP IN HANDHOLEBCH POB POINT OF BEGINNING PINAL COUNTY RECORDSPCR CENTERLINE MONUMENTATION - SET BRASS CAP FLUSH UPON COMPLETION OF PROJECT PER MAG STANDARD DETAIL 120-1, TYPE "B" ASSESSOR'S PARCEL NUMBERAPN 07 - 0 5 - 2 2 PARCEL 9 N0 0 ° 1 1 ' 4 2 " W 1 2 5 . 0 0 ' L6 C3 N0 0 ° 1 1 ' 4 2 " W 3 9 9 . 5 0 ' C4 N89°48'18"E 823.14' C5 C6 C7 S0 0 ° 1 1 ' 5 7 " E 1 9 0 . 0 0 ' N89°48'03"E 78.00' N0 0 ° 1 1 ' 5 7 " W 2 3 6 . 5 1 ' L7 N89°46'59"E 86.74' L8 S0 0 ° 1 3 ' 0 1 " E 1 1 9 . 4 8 ' S89°48'03"W 119.78' S0 0 ° 1 1 ' 5 7 " E 1 3 5 . 0 2 ' L9 S0 0 ° 1 3 ' 0 1 " E 7 2 . 5 6 ' 75.00' TRACT D N89°48'18"E 550.00' S89°48'18"W 2643.78' 739.53'L16 L17 L18 L 1 9 L20 65 . 0 0 ' S0 0 ° 1 1 ' 4 2 " E 1 6 5 . 0 0 ' N89°48'18"E 1465.53' 7.56' 726.00' 44.50'33.50' N0 0 ° 1 1 ' 5 7 " W 1 0 5 . 0 0 ' 1582.54' 8' P U F E 17' PUFE 17' PUFE 65 ' R W SOUTH QUARTER CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC POB N89°46'59"E 2643.36' 2568.36' RAY AVENUE SVT SVT LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 BEARING N89°42'59"E N89°48'18"E N44°48'18"E N89°48'18"E N89°48'18"E N89°48'18"E N44°47'31"E S45°13'01"E S45°12'29"E S45°14'22"E S00°11'42"E N44°48'18"E N00°11'42"W S00°11'42"E S45°11'42"E N44°48'10"E N00°11'57"W S00°11'57"E S45°12'29"E N89°46'59"E DISTANCE 65.00' 61.00' 35.36' 35.00' 36.00' 20.00' 42.43' 28.28' 34.61' 28.31' 10.00' 28.28' 20.00' 15.00' 35.36' 28.28' 20.00' 14.99' 35.35' 16.48' CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 DELTA 8°53'06" 8°53'06" 90°00'00" 90°00'00" 13°41'09" 9°40'47" 12°30'40" RADIUS 250.00' 250.00' 10.00' 10.00' 1033.50' 265.00' 265.00' ARC 38.77' 38.77' 15.71' 15.71' 246.87' 44.77' 57.87' CHORD BEARING S04°14'51"W S04°14'51"W N44°48'18"E N45°11'42"W S09°28'31"W S07°28'19"W S06°03'23"W CHORD 38.73' 38.73' 14.14' 14.14' 246.28' 44.72' 57.75' SVT (BASIS OF BEARING) TEMPORARY DRAINAGE EASEMENT DEDICATED HEREON S89°48'18"W 742.52' N44°48'10"E 26.93' S89°48'18"W 723.49' 11 1 . 5 0 ' S0 0 ° 1 1 ' 5 6 " E 9 2 . 4 6 ' APPROXIMATE FLOOD ZONE X (SHADED) LIMIT APPROXIMATE FLOOD ZONE X LIMIT UNSUBDIVIDED STATE OF ARIZONA UNSUBDIVIDED STATE OF ARIZONA UNSUBDIVIDED STATE OF ARIZONA PARCEL 10 APN 104070090 EXISTING ZONING: MPC APN 104070090 EXISTING ZONING: MPC APN 104077060 EXISTING ZONING: MPC SOUTHEAST CORNER SECTION 20, T1S,R8E FD 2 1/2" GLO BC CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 1 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP 1" = 50' 7/5/2022 WP# 215284.03 44 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T 2 R A Y A V E N U E - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23N Horz. 1 in. = ft. 0 50 100 50 SE E S H E E T 3 07 - 0 5 - 2 2 Agenda Item Cover Sheet City of Apache Junction, Arizona 300 E Superstition Boulevard Apache Junction, AZ 85119 File ID: 22-439 Agenda Item No. 11. Agenda Date: 7/18/2022 Sponsor: Sidney Urias In Control: City Council Work SessionIndex: Presentation and discussion of the Final Plat for Infrastructure for Superstition Vistas Development Units 1 and 2 - Ironwood Drive Phase 1 (SV-22-13-BI). Page 1 City of Apache Junction, Arizona Printed on 7/13/2022 “SV-22-13-BI, Final Plat for Infrastructure for Superstition Vistas – Ironwood Drive Phase 1” July 19, 2022 City Council Staff Report 1 City of Apache Junction 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 1” July 19, 2022 City Council Staff Report 2 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). Sidney Urias _________________________ 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) CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 3 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP NTS 7/5/2022 WP# 215284.02 51 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T S 1 A N D 2 I R O N W O O D D R I V E - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 FOR FINAL PLAT FOR INFRASTRUCTURE IRONWOOD DRIVE - PHASE 1 LYING WITHIN SECTIONS 19 AND 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, APACHE JUNCTION, ARIZONA N VICINITY MAP NTS CERTIFICATION WOOD, PATEL & ASSOCIATES, INC. 1630 SOUTH STAPLEY DRIVE - SUITE 219 MESA, ARIZONA 85204 PHONE: 480-834-3300 CONTACT: DAN MATTHEWS, P.E. BROOKFIELD ASLD 8500 LLC 14646 N KIERLAND BLVD., SUITE 165 SCOTTSDALE, ARIZONA 85254 PHONE: 602-903-7506 CONTACT: ERIC TUNE, P.E. DEVELOPER ENGINEER I, BRIAN J. DIEHL, OF WOOD, PATEL & ASSOCIATES, INC. HEREBY CERTIFY THAT THIS PLAT IS A CORRECT 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 ITS CORRECTNESS AND THAT ALL MONUMENTS ARE SET OR WILL BE SET WITHIN ONE (1) YEAR AFTER RECORDATION. ____________________________________ BRIAN J. DIEHL REGISTERED LAND SURVEYOR #23945 WOOD, PATEL & ASSOCIATES, INC. 1630 SOUTH STAPLEY DRIVE, SUITE 219 MESA, ARIZONA 85204 FLOODPLAIN INFORMATION NOTES SUPERSTITION VISTAS DEVELOPMENT UNITS 1 AND 2 1 COVER SHEET 2 SITE MAP, LEGEND AND DESCRIPTION 3 PLAN SHEET AND TABLES 4-5 PLAN SHEETS SHEET INDEX DEDICATION IN WITNESS WHEREOF: THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT, AS OWNER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICER THIS ____ DAY OF _________________, 2022. THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT BY: ____________________________________ LISA ATKINS, COMMISSIONER BROOKFIELD ASLD 8500, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, AS DEVELOPER, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICERS THIS ____ DAY OF _________________, 2022. BROOKFIELD ASLD 8500, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY: BROOKFIELD RESIDENTIAL (ARIZONA) LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS MANAGER BY: _______________________________________ ITS: ______________________________________ BY: _______________________________________ ITS: ______________________________________ D.R. HORTON, A DELAWARE CORPORATION, HAS HERETO CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO BE ATTESTED BY THE SIGNATURE OF THE UNDERSIGNED OFFICER THIS _____DAY OF ____________________________, 2022. D.R. HORTON, A DELAWARE CORPORATION BY: _________________________________________ ITS: _________________________________________ ) ss. COUNTY OF MARICOPA ) STATE OF ARIZONA ) KNOW ALL MEN BY THESE PRESENTS: THAT THE STATE OF ARIZONA, BY AND THROUGH THE ARIZONA STATE LAND DEPARTMENT AND D.R. HORTON, A DELAWARE CORPORATION, (OWNERS), DO HEREBY PUBLISH THIS FINAL PLAT FOR INFRASTRUCTURE FOR "SUPERSTITION VISTAS DEVELOPMENT UNITS 1 AND 2 IRONWOOD DRIVE - PHASE 1" LYING WITHIN SECTIONS 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 THAT THIS PLAT SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS OF EACH OF THE STREETS, PARCELS AND EASEMENTS CONSTITUTING SAME, AND THAT EACH OF THE STREETS, PARCELS AND EASEMENTS SHALL BE KNOWN BY THE NAME, NUMBER, OR LETTER GIVEN TO IT RESPECTIVELY. 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" FOR USE AS PUBLIC RIGHT-OF-WAY. EASEMENTS ARE DEDICATED FOR THE PURPOSES SHOWN. 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 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 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 INCLUDING THE FOLLOWING USES: TO CONSTRUCT, INSTALL, ACCESS, MAINTAIN, REPAIR, RECONSTRUCT, REPLACE, REMOVE, UTILITIES AND FACILITIES (INCLUDING, BUT NOT LIMITED TO, WATER, WASTEWATER, GAS, ELECTRIC, STORM WATER, PIPES, CONDUIT, CABLES, AND SWITCHING EQUIPMENT), 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, 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 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 CONFLICTS WITH THE OPERATION, MAINTENANCE, OR REPAIR OF EXISTING UTILITY OR PUBLIC IMPROVEMENTS) AND THE UNRESTRICTED RIGHT OF VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS TO, FROM, AND ACROSS THE EASEMENT PROPERTY. ADDITIONALLY, THE CITY IS AUTHORIZED TO PERMIT OTHERS TO USE THE PUBLIC UTILITY AND FACILITY EASEMENT PROPERTY FOR ALL USES AND FACILITIES ALLOWED HEREIN. ALL OTHER EASEMENTS ARE HEREBY DEDICATED FOR THE PURPOSES SHOWN. UNLESS APPROVED OTHERWISE BY THE CITY OF APACHE JUNCTION, ALL EASEMENTS CREATED BY THIS PLAT ARE PERPETUAL AND NONEXCLUSIVE EASEMENTS. OWNERS HEREBY DEDICATE A PERMANENT NON-EXCLUSIVE DRAINAGE EASEMENT OVER , ACROSS, UNDER AND UPON PARCEL 15. OWNERS HEREBY DEDICATE THE TEMPORARY DRAINAGE EASEMENTS FOR USE AS SUCH. THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, WILL HAVE THE RESPONSIBILITY FOR MAINTENANCE OF THE TEMPORARY DRAINAGE EASEMENTS. WITHOUT LIMITING IN ANY MANNER THE DEDICATIONS AND RIGHTS CREATED IN FAVOR OF THE CITY OF APACHE JUNCTION, ARIZONA BY THIS FINAL PLAT, THE COSTS OF PUBLIC INFRASTRUCTURE CONSTRUCTED OR INSTALLED IN THE RIGHTS OF WAY, PARCELS OR PUBLIC EASEMENTS ESTABLISHED BY THIS FINAL PLAT, TO 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 NO. 2 (CITY OF APACHE JUNCTION, 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 OFFICE OF THE PINAL COUNTY, ARIZONA, RECORDER, AS FEE NO. 2021-131167, AS AMENDED FROM TIME TO TIME. OWNERS HEREBY GRANT TO THE CITY OF APACHE JUNCTION AND THE SUPERSTITION VISTAS COMMUNITY FACILITIES DISTRICT NO. 2 (“CFD”) A PERMANENT, NON-EXCLUSIVE EASEMENT OVER, ACROSS, UNDER AND UPON PARCEL 15 DESIGNATED ON THIS PLAT FOR THE PURPOSE OF PUBLIC USE AND ENJOYMENT; PROVIDED THAT THE CITY OF APACHE JUNCTION AND THE CFD SHALL HAVE NO OBLIGATION WHATSOEVER FOR INSTALLING, CONSTRUCTING, MAINTAINING, REPLACING, REPAIRING OR OPERATING SUCH PARCEL OR ANY IMPROVEMENTS OR LANDSCAPING WITHIN SUCH PARCEL, AND SHALL HAVE NO OBLIGATION FOR ANY CLAIMS ARISING OUT OF ANY PRIVATE OR PUBLIC USE OF SUCH PARCEL, AND PROVIDED FURTHER THAT (I) OWNERS HEREBY EXPRESSLY RESERVES FROM THE FOREGOING GRANT OF EASEMENT, TOGETHER WITH THE RIGHT TO TRANSFER THE SAME, THE RIGHT TO ENTER UPON, USE AND IMPROVE SUCH PARCEL, INCLUDING THE RIGHT TO INSTALL, MAINTAIN, REPAIR AND REPLACE SUCH IMPROVEMENTS AS IT OR ITS SUCCESSOR OR ASSIGNEE MAY FROM TIME TO TIME DEEM DESIRABLE, SUBJECT ONLY TO ORDINARY APPROVALS BY THE 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 SUCH PARCEL AND ANY IMPROVEMENTS LOCATED AT ANY TIME THEREIN, AND THE FOREGOING EASEMENT IS GRANTED ON THE 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 THE FOREGOING EASEMENT RIGHTS. PARCELS 12 AND 14 ARE RESERVED FOR FUTURE SUBDIVISION AND/OR DEVELOPMENT. 1.THE MAINTENANCE OF LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY TO THE BACK OF CURB SHALL BE THE RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE ABUTTING PARCEL OWNER. 2.CONSTRUCTION WITHIN UTILITY EASEMENTS SHALL BE LIMITED TO UTILITIES, REMOVABLE FENCES AND DRIVEWAYS. 3.NO STRUCTURES, EARTHWORK OR OTHER CONSTRUCTION WILL BE CARRIED OUT IN DRAINAGE PATHS OR RETENTION BASINS AS SHOWN ON THE APPROVED IMPROVEMENT PLANS AND, EXCEPT AS MAY BE APPROVED BY DEVELOPMENT SERVICES ENGINEER, FENCING WILL BE LIMITED TO WIRE-STRAND OR BREAK-AWAY SECTIONS THAT CANNOT IMPEDE WATER FLOW OR COLLECT DEBRIS WHICH WOULD IMPEDE WATER FLOW. VEGETATION SHALL NOT BE PLANTED NOR ALLOWED TO GROW WITHIN DRAINAGE PATHS, EASEMENTS OR RETENTION BASINS WHICH WOULD IMPEDE THE FLOW OF WATER. 4. MAINTENANCE OF THE DRAINAGE AREAS WITHIN THE PARCELS AND EASEMENTS SHALL BE THE RESPONSIBILITY OF THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING PARCELS. SHOULD THE ASSOCIATION NOT ADEQUATELY MAINTAIN THEM, THE GOVERNING ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE PARCEL OR THE EASEMENT IS LOCATED, AT ITS DISCRETION, MAY ENTER UPON AND MAINTAIN THE DRAINAGE AREAS, AND CHARGE THE BLOSSOM ROCK COMMUNITY ALLIANCE OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, AS APPLICABLE, OR THE OWNER OF THE UNDERLYING PARCEL THE COST OF THE MAINTENANCE. 5. ALL PARCELS NOT DEDICATED TO THE CITY OF APACHE JUNCTION SHALL BE IMPROVED IN ACCORDANCE WITH THE APPROVED PLANS. 6.THE OVERHEAD UTILITY LINES ON OR ADJACENT TO THE SITE SHALL BE UNDERGROUNDED AS OUTLINED IN § 1-8-6(K), RELOCATION OF OVERHEAD WIRES AND EQUIPMENT, ZONING ORDINANCE, VOL. II, APACHE JUNCTION CITY CODE. ALL EXISTING AND PROPOSED ONSITE OVERHEAD UTILITY LINES SHALL BE PLACED UNDERGROUND. 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 THE HOMEOWNERS’ ASSOCIATION OR ALL FUTURE OWNERS, ASSIGNS AND SUCCESSORS IN INTEREST AND/OR BENEFITING PROPERTIES. 8.SHOULD THE HOMEOWNERS’ ASSOCIATION NOT PAY PROPERTY TAXES ON ANY PARCEL THEY OWN WITHIN THE SUBDIVISION AT ANY TIME IN THE FUTURE AND LOSE THE PROPERTY THROUGH TAX FORECLOSURE OR FORFEITURE OR DISSOLVE, THE CITY OR THE GOVERNING ENTITY HAVING JURISDICTION OVER THE AREA IN WHICH THE PARCEL IS LOCATED, SHALL ASSESS, LIEN, AND/OR COLLECT FROM ANY SUCCESSOR IN INTEREST AND/OR BENEFITING PROPERTIES THE COST OF MAINTENANCE OF ALL IMPROVEMENTS, DRAINAGE FACILITIES, LANDSCAPING AND AMENITIES. 9. SIDEWALKS LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY THE BLOSSOM ROCK COMMUNITY ALLIANCE UNLESS OTHERWISE SPECIFIED WITHIN THE MAINTENANCE AND/OR DEVELOPMENT AGREEMENTS BETWEEN THE CITY AND THE DEVELOPER. 10.THE CITY OF APACHE JUNCTION IS NOT RESPONSIBLE FOR AND WILL NOT ACCEPT MAINTENANCE OF ANY PRIVATE PARKS, DRAINAGE FACILITIES OR LANDSCAPED AREAS WITHIN THE SUBDIVISION SHOWN HEREON. ALL TRACTS SHALL BE PRIVATELY OWNED AND MAINTAINED. EXCEPT AS EXPRESSLY SET FORTH IN THE APPLICABLE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS (OR APPLICABLE SUPPLEMENTAL DECLARATION) WITH REGARD TO MAINTENANCE BY BLOSSOM ROCK COMMUNITY ALLIANCE, INC. OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, INC., THE MAINTENANCE OF EASEMENT PREMISES SHOWN ON THIS PLAT WHICH LIE WITHIN THE BOUNDARIES OF A SUBDIVISION LOT OR PARCEL IS THE 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 IS THE RESPONSIBILITY OF THE TRACT OWNER. 11.PURSUANT TO SECTION 4.7.B.1 OF THE DEVELOPMENT AGREEMENT FOR SUPERSTITION VISTAS 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 RECORDS OF PINAL COUNTY, ARIZONA, DEVELOPER, AND ITS SUCCESSORS AND ASSIGNS (WHICH MAY INCLUDE BLOSSOM ROCK COMMUNITY ALLIANCE, INC., OR BLOSSOM ROCK RESIDENTIAL ASSOCIATION, INC.), SHALL MAINTAIN ANY AND ALL LANDSCAPING INSTALLED WITHIN AND ADJACENT TO THE ROAD RIGHTS-OF-WAY WITHIN THE SUBDIVISION SHOWN ON THIS PLAT. D.R. HORTON 20410 N. 19TH AVE., SUITE 100 PHOENIX, ARIZONA 85027 PHONE: 480-368-1041 CONTACT: PATRICK BROWN OWNER/DEVELOPER SITE DATA TABLE GROSS PROJECT AREA GROSS PROJECT DENSITY NET PROJECT AREA SQ.FT.AC23.11 SQ.FT.AC638,918 1,006,715 0 DU/GROSS AC 14.67 EXISTING & PROPOSED ZONING 0TOTAL NUMBER OF LOTS MPC IR O N W O O D D R I V E SECTION 20T1S, R8E RAY AVENUE WARNER AVENUE (ALIGNMENT) ID A H O R O A D ( A L I G N M E N T ) SECTION 19T1S, R8E SITE ME R I D I A N R O A D STATE OF ARIZONA ) ) ss. COUNTY OF MARICOPA ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _______DAY OF ___________________, 20__, BY _________________________, THE ___________________________ OF D.R. HORTON, A DELAWARE CORPORATION, ON BEHALF THEREOF. NOTARY PUBLIC_____________________________________ MY COMMISSION EXPIRES____________________________ ACKNOWLEDGMENT THIS FINAL PLAT HAS BEEN CHECKED FOR CONFORMANCE WITH THE REQUIREMENTS OF THE LAND DEVELOPMENT CODE AND ANY OTHER APPLICABLE ORDINANCE AND REGULATIONS AND THAT ASSURANCES WILL BE PROVIDED PRIOR TO APPROVAL OF ALL RELATED IMPROVEMENT PLANS. ________________________________________________________________________________________ DEVELOPMENT SERVICES PRINCIPAL ENGINEER DATE APPROVED BY THE COUNCIL OF THE CITY OF APACHE JUNCTION, ARIZONA THIS _______ DAY OF _______________________, 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 AS REQUIRED BY ARIZONA REVISED STATUTES 45.576 OR EVIDENCE THAT THE AREA HAS BEEN DESIGNATED BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY. BY:_______________________________________ATTEST:________________________________ MAYOR CITY CLERK APPROVALS EXISTING CITY OF APACHE JUNCTION CORPORATE LIMIT BASIS OF BEARING THE BASIS OF BEARING IS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 1 SOUTH, RANGE 8 EAST, OF THE GILA AND SALT RIVER MERIDIAN, HAVING A BEARING OF NORTH 00 DEGREES 17 MINUTES 01 SECONDS WEST. EXISTING CITY OF APACHE JUNCTION CORPORATE LIMIT RIGHT-OF-WAY AREA WITHIN SECTION 19 SQ.FT.AC198,905 4.57 RIGHT-OF-WAY AREA WITHIN SECTION 20 SQ.FT.AC168,893 3.88 SUBJECT PROPERTY LIES IN FLOOD ZONE "X" AND ZONE "A" PER FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. 04021C0200E DATED DECEMBER 4, 2021. OTHER AREAS OF FLOOD HAZARD ZONE "X" IS DESCRIBED AS: "AREAS OF MINIMAL FLOOD HAZARD." SPECIAL FLOOD HAZARD AREA ZONE "A" IS DESCRIBED "WITHOUT BASE FLOOD ELEVATION". AREAS WITHIN ZONE "A" WILL BE REMOVED UPON APPROVED LOMR APPLICATION. STATE OF ARIZONA C/O ARIZONA STATE LAND DEPARTMENT 1616 W ADAMS STREET PHOENIX, ARIZONA 85007 PHONE: 602-542-4631 CONTACT: MARK EDELMAN OWNER STATE OF ARIZONA ) ) ss. COUNTY OF MARICOPA ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _______DAY OF ___________________, 20__, BY LISA ATKINS, COMMISSIONER OF THE ARIZONA STATE LAND DEPARTMENT, STATE OF ARIZONA, ON BEHALF THEREOF. NOTARY PUBLIC_____________________________________ MY COMMISSION EXPIRES____________________________ ACKNOWLEDGMENT STATE OF ARIZONA ) ) ss. COUNTY OF MARICOPA ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _______DAY OF ___________________, 20__, BY _________________________, THE ___________________________ AND _________________________, THE ___________________________ OF BROOKFIELD RESIDENTIAL (ARIZONA) LLC, A DELAWARE LIMITED LIABILITY COMPANY, IN ITS CAPACITY AS MANAGER OF BROOKFIELD ASLD 8500 LLC, A DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF THEREOF. NOTARY PUBLIC_____________________________________ MY COMMISSION EXPIRES____________________________ ACKNOWLEDGMENT 07 - 0 5 - 2 2 SOUTHEAST CORNER SECTION 19 & SOUTHWEST CORNER SECTION 20, T1S, R8E FD 3" PCHD BCH POB EAST QUARTER CORNER SECTION 19 & WEST QUARTER CORNER SECTION 20, T1S, R8E FD 3" PCHD BCH SOUTH QUARTER CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC PARCEL 12 PARCEL 15 IR O N W O O D D R I V E APPROXIMATE FLOOD ZONE A LIMIT APPROXIMATE FLOOD ZONE X LIMIT APPROXIMATE FLOOD ZONE A LIMIT APPROXIMATE FLOOD ZONE X LIMIT PARCEL 14 RAY AVENUE PARCEL 13 PER FP1 PARCEL 11 PER FP1 APPROXIMATE FLOOD ZONE A LIMIT APPROXIMATE FLOOD ZONE X LIMIT APPROXIMATE FLOOD ZONE A LIMIT APPROXIMATE FLOOD ZONE X LIMIT NORTHEAST CORNER SECTION 19 & NORTHWEST CORNER SECTION 20, T1S, R8E FD 3" PW DEPT BCH SOUTH QUARTER CORNER SECTION 19, T1S, R8E FD 2 1/2" GLO BC CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 3 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP 1" = 150' 7/5/2022 WP# 215284.02 52 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T S 1 A N D 2 I R O N W O O D D R I V E - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 N0 0 ° 1 7 ' 0 1 " W 2 6 4 0 . 2 8 ' (B A S I S O F B E A R I N G ) N Horz. 1 in. = ft. 0 150 300 150 S89°48'18"W 2643.78' S0 0 ° 1 7 ' 3 5 " E 2 6 4 1 . 1 2 ' SHEET 3 SHEET 4 SHEET 5 23 8 4 . 2 4 ' S89°44'56"W 2640.96' 2540.92' UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC UNSUBDIVIDED STATE OF ARIZONA DESCRIPTION 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: 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 WEST QUARTER CORNER OF SAID SECTION 20, A 3-INCH PCHD BRASS CAP IN HANDHOLE, BEARS NORTH 00°17'01" WEST (BASIS OF BEARING), A DISTANCE OF 2640.28 FEET; THENCE ALONG THE SOUTH LINE OF SAID SECTION 19, SOUTH 89°44'56" WEST, A DISTANCE OF 100.04 FEET; THENCE LEAVING SAID SOUTH LINE, NORTH 00°15'04" WEST, A DISTANCE OF 65.00 FEET, TO THE NORTH LINE OF THE SOUTH 65 FEET OF SAID SECTION 19; THENCE ALONG SAID NORTH LINE, NORTH 89°44'56" EAST, A DISTANCE OF 5.00 FEET; THENCE LEAVING SAID NORTH LINE, NORTH 44°43'58" 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; THENCE LEAVING SAID WEST LINE, NORTH 89°42'59" EAST, A DISTANCE OF 10.00 FEET, TO THE WEST LINE OF THE EAST 65 FEET OF SAID SECTION 19; THENCE ALONG SAID WEST LINE, NORTH 00°17'01" WEST, A DISTANCE OF 1946.22 FEET; THENCE LEAVING SAID WEST LINE, NORTH 45°17'01" WEST, A DISTANCE OF 28.28 FEET; THENCE SOUTH 89°42'59" WEST, A DISTANCE OF 13.00 FEET; THENCE NORTH 00°17'28" WEST, A DISTANCE OF 55.00 FEET; THENCE NORTH 89°42'59" EAST, A DISTANCE OF 3.01 FEET; THENCE NORTH 44°42'42” EAST, A DISTANCE OF 42.42 FEET, TO SAID WEST LINE OF THE EAST 65 FEET OF SECTION 19; THENCE ALONG SAID WEST LINE, NORTH 00°17'35" WEST, A DISTANCE OF 215.92 FEET; THENCE LEAVING SAID WEST LINE, NORTH 89°42'25" EAST, A DISTANCE OF 65.00 FEET, TO THE EAST LINE OF SAID SECTION 19; THENCE ALONG SAID EAST LINE, SOUTH 00°17'35" EAST, A DISTANCE OF 203.92 FEET; THENCE LEAVING SAID EAST LINE, NORTH 89°42'25" EAST, A DISTANCE OF 73.00 FEET, TO THE EAST LINE OF THE WEST 73 FEET OF SAID SECTION 20; THENCE ALONG SAID EAST LINE, SOUTH 00°17'35" EAST, A DISTANCE OF 52.97 FEET, TO THE EAST-WEST MID-SECTION LINE OF SAID SECTION 20; THENCE LEAVING SAID MID-SECTION LINE, SOUTH 00°17'01" EAST, A DISTANCE OF 6.19 FEET; THENCE LEAVING SAID EAST LINE, NORTH 89°42'59" EAST, A DISTANCE OF 181.08 FEET; THENCE SOUTH 00°17'01" EAST, A DISTANCE OF 125.46 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE; THENCE SOUTHERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE SOUTHEASTERLY, WHOSE RADIUS BEARS SOUTH 17°44'28" EAST, THROUGH A CENTRAL ANGLE OF 72°32'33", A DISTANCE OF 12.66 FEET, TO THE CURVES END; THENCE SOUTH 00°17'01" EAST, A DISTANCE OF 294.00 FEET, TO THE BEGINNING OF A CURVE; THENCE SOUTHERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE EASTERLY, THROUGH A CENTRAL ANGLE OF 72°32'33", A DISTANCE OF 12.66 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT LINE; THENCE SOUTH 00°17'01" EAST, A DISTANCE OF 249.46 FEET; THENCE SOUTH 45°17'01" EAST, A DISTANCE OF 5.56 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE; THENCE SOUTHERLY ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE SOUTHEASTERLY, THROUGH A CENTRAL ANGLE OF 45°00'00", A DISTANCE OF 7.85 FEET, TO THE CURVES END; THENCE SOUTH 00°17'01" EAST, A DISTANCE OF 576.00 FEET, TO THE BEGINNING OF A CURVE; THENCE SOUTHERLY ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 10.00 FEET, CONCAVE EASTERLY, THROUGH A CENTRAL ANGLE OF 45°00'00", A DISTANCE OF 7.85 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT LINE; THENCE SOUTH 44°42'59" WEST, A DISTANCE OF 14.85 FEET; THENCE SOUTH 00°17'01" EAST, A DISTANCE OF 147.43 FEET; THENCE NORTH 89°42'59" EAST, A DISTANCE OF 787.91 FEET; THENCE SOUTH 00°17'01" EAST, A DISTANCE OF 109.50 FEET; THENCE SOUTH 00°11'42" EAST, A DISTANCE OF 270.50 FEET; THENCE SOUTH 89°42'59" WEST, A DISTANCE OF 970.00 FEET, TO THE EAST LINE OF THE WEST 65 FEET OF SAID SECTION 20; THENCE ALONG SAID EAST LINE, SOUTH 00°17'01" EAST, A DISTANCE OF 719.20 FEET, TO THE NORTH RIGHT-OF-WAY LINE OF RAY AVENUE, RECORDED IN FEE ________________________, PINAL COUNTY RECORDS (PCR); THENCE LEAVING SAID EAST LINE, ALONG SAID NORTH RIGHT-OF-WAY LINE, SOUTH 89°42'59" WEST, A DISTANCE OF 65.00 FEET, TO THE NORTHWEST CORNER OF SAID RAY AVENUE RIGHT-OF-WAY; THENCE LEAVING SAID NORTH RIGHT-OF-WAY LINE, ALONG THE WEST RIGHT-OF-WAY LINE OF SAID RAY AVENUE, SOUTH 00°17'01" EAST, A DISTANCE OF 94.90 FEET, TO THE POINT OF BEGINNING. APN 104077060 EXISTING ZONING: MPC FEE ___________________________, PCR RIGHT-OF-WAYRW LEGEND SURVEY MONUMENT FOUND AS NOTED UNLESS OTHERWISE NOTED SET MONUMENT W/RLS TAG OR CAP CORNER OF THIS SUBDIVISION EASEMENT LINE AS NOTED SECTION LINE BOUNDARY LINE PARCEL LINE PINAL COUNTY HIGHWAY DEPARTMENTPCHD BRASS CAPBC RIGHT-OF-WAY LINE GLO GENERAL LAND OFFICE SIGHT VEHICULAR TRIANGLESVT PW PUBLIC WORKS FD FOUND BRASS CAP IN HANDHOLEBCH POB POINT OF BEGINNING PUFE PUBLIC UTILITY AND FACILITY EASEMENT CENTERLINE MONUMENTATION - SET BRASS CAP FLUSH UPON COMPLETION OF PROJECT PER MAG STANDARD DETAIL 120-1, TYPE "B" APN ASSESSOR PARCEL NUMBER PINAL COUNTY RECORDSPCR DEPARTMENTDEPT FINAL PLAT FOR INFRASTRUCTURE FOR SUPERSTITION VISTAS DEVELOPMENT UNIT 2 RAY AVENUE - PHASE 1, RECORDED IN FEE _____________________, PCR FP1 07 - 0 5 - 2 2 L1 SOUTHEAST CORNER SECTION 19 & SOUTHWEST CORNER SECTION 20, T1S, R8E FD 3" PCHD BCH POB PARCEL 12 IR O N W O O D D R I V E S89°48'18"W 2643.78' N0 0 ° 1 7 ' 0 1 " W 2 6 4 0 . 2 8 ' (B A S I S O F B E A R I N G ) S0 0 ° 1 1 ' 4 2 " E 2 7 0 . 5 0 ' S89°42'59"W 970.00' S0 0 ° 1 7 ' 0 1 " E 7 1 9 . 2 0 ' L16 S0 0 ° 1 7 ' 0 1 " E 2 5 4 5 . 3 8 ' 23 0 . 0 0 ' 65' RW 8' PUFE 33' RW FEE 2008-076344, PCR PARCEL AREA TABLE NAME PARCEL 12 PARCEL 14 PARCEL 15 AREA SQUARE FEET 341,327 27,376 270,216 AREA ACRES 7.8358 0.6285 6.2033 USE FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE PARK LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 BEARING N00°15'04"W N89°44'56"E N44°43'58"E N89°42'59"E N45°17'01"W S89°42'59"W N00°17'28"W N89°42'59"E N44°42'42"E N89°42'25"E N89°42'25"E S00°17'35"E S00°17'01"E S45°17'01"E S44°42'59"W S89°42'59"W S00°17'35"E DISTANCE 65.00' 5.00' 28.28' 10.00' 28.28' 13.00' 55.00' 3.01' 42.42' 65.00' 73.00' 52.97' 6.19' 5.56' 14.85' 65.00' 52.97' CURVE TABLE CURVE C1 C2 C3 C4 DELTA 72°32'33" 72°32'33" 45°00'00" 45°00'00" RADIUS 10.00' 10.00' 10.00' 10.00' ARC 12.66' 12.66' 7.85' 7.85' CHORD BEARING S35°59'16"W S36°33'17"E S22°12'59"W S22°47'01"E CHORD 11.83' 11.83' 7.65' 7.65' 37' RW FEE 2008-076344, PCR 27' RW FEE 2008-076344, PCR 33' RW FEE 2008-076344, PCR 75' RW S89°44'56"W 2640.96' 100.04'2540.92' L2 L3 N0 0 ° 1 7 ' 0 1 " W 5 4 4 . 9 6 ' L4 N0 0 ° 1 7 ' 0 1 " W 1 9 4 6 . 2 2 ' 94 . 9 0 ' 25 2 8 . 8 2 ' UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC UNSUBDIVIDED STATE OF ARIZONA 65' RW PARCEL 14 S89°42'59"W 182.50'N0 0 ° 1 7 ' 0 1 " W 15 0 . 0 0 ' 15 0 . 0 0 ' S0 0 ° 1 7 ' 0 1 " E 2 1 8 . 5 0 ' S89°42'59"W 116.50' N0 0 ° 1 7 ' 0 1 " W 2 2 8 . 0 0 ' EL18 EL19 EL20 EL21 EL22 EL26 EL27 EL 2 3 EL 2 5 TEMPORARY DRAINAGE EASEMENT DEDICATED HEREON TEMPORARY DRAINAGE EASEMENT DEDICATED HEREON EASEMENT LINE TABLE LINE EL18 EL19 EL20 EL21 EL22 EL23 EL24 EL25 EL26 EL27 BEARING N00°17'01"W N89°42'59"E N44°31'21"E N01°23'37"W S89°42'59"W S00°17'01"E N44°42'59"E S00°17'01"E S45°17'01"E S89°42'59"W DISTANCE 1.00' 36.80' 9.57' 2.71' 73.00' 149.00' 9.90' 134.00' 11.31' 67.14' APN 104077060 EXISTING ZONING: MPC RAY AVENUE FEE ____________________________, PCR SVT PER FP1 8' PUFE PER FP1 8' PUFE PER FP1 8' P U F E PE R F P 1 PARCEL 13 PER FP1 PARCEL 11 PER FP1 TEMPORARY DRAINAGE EASEMENT PER FP1 TEMPORARY DRAINAGE EASEMENT PER FP1 TE M P O R A R Y D R A I N A G E E A S E M E N T PE R F P 1 17' PUFE PER FP1 8' P U F E PE R F P 1 APPROXIMATE FLOOD ZONE A LIMIT APPROXIMATE FLOOD ZONE X LIMIT SOUTH QUARTER CORNER SECTION 20, T1S, R8E FD 2 1/2" GLO BC SOUTH QUARTER CORNER SECTION 19, T1S, R8E FD 2 1/2" GLO BC CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 3 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP 1" = 50' 7/5/2022 WP# 215284.02 53 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T S 1 A N D 2 I R O N W O O D D R I V E - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 N Horz. 1 in. = ft. 0 50 100 50 MATCH SHEET 4 07 - 0 5 - 2 2 PARCEL 15 PARCEL 12 IR O N W O O D D R I V E N0 0 ° 1 7 ' 0 1 " W 2 6 4 0 . 2 8 ' (B A S I S O F B E A R I N G ) S0 0 ° 1 7 ' 0 1 " E 2 4 9 . 4 6 ' L14 C3 S0 0 ° 1 7 ' 0 1 " E 5 7 6 . 0 0 ' C4 L15 S0 0 ° 1 7 ' 0 1 " E 1 4 7 . 4 3 ' N89°42'59"E 787.91' S0 0 ° 1 7 ' 0 1 " E 1 0 9 . 5 0 ' N89°42'59"E 182.50' S0 0 ° 1 7 ' 0 1 " E 2 5 4 5 . 3 8 ' 14 4 6 . 1 9 ' 15 0 . 0 0 ' 8' PUFE 8' PUFE 33' RW FEE 2008-076344, PCR 65' RW 22' RW FEE 2008-076344, PCR 27' RW FEE 2008-076344, PCR 33' RW FEE 2008-076344, PCR 65' RW APPROXIMATE FLOOD ZONE A LIMIT APPROXIMATE FLOOD ZONE X LIMIT APPROXIMATE FLOOD ZONE A LIMIT APPROXIMATE FLOOD ZONE X LIMIT N0 0 ° 1 7 ' 0 1 " W 1 9 4 6 . 2 2 ' 25 2 8 . 8 2 ' UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC PARCEL 14 N0 0 ° 1 7 ' 0 1 " W 1 5 0 . 0 0 ' N0 0 ° 1 7 ' 0 1 " W EL 2 3 66.14' EL24 EL 2 5 EL 2 3 TEMPORARY DRAINAGE EASEMENT DEDICATED HEREON TEMPORARY DRAINAGE CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 3 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP 1" = 50' 7/5/2022 WP# 215284.02 54 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T S 1 A N D 2 I R O N W O O D D R I V E - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 N Horz. 1 in. = ft. 0 50 100 50 MATCH SHEET 3 MATCH SHEET 5 07 - 0 5 - 2 2 EAST QUARTER CORNER SECTION 19 & WEST QUARTER CORNER SECTION 20, T1S, R8E FD 3" PCHD BCH S0 0 ° 1 7 ' 3 5 " E 2 6 4 1 . 1 2 ' PARCEL 15 IR O N W O O D D R I V E N0 0 ° 1 7 ' 0 1 " W 2 6 4 0 . 2 8 ' (B A S I S O F B E A R I N G ) 23 8 4 . 2 4 ' L11 8.00' 65.00' S0 0 ° 1 7 ' 0 1 " E 2 5 4 5 . 3 8 ' L1 7 L1 2 L13 N89°42'59"E 181.08' S0 0 ° 1 7 ' 0 1 " E 1 2 5 . 4 6 ' C1 S0 0 ° 1 7 ' 0 1 " E 2 9 4 . 0 0 ' C2 14 4 6 . 1 9 ' 65' RW 8' PUFE 33' RW FEE 2008-076344, PCR 65' RW 65' RW 22' RW FEE 2008-076344, PCR 17' RW FEE 2008-076344, PCR 33' RW FEE 2008-076344, PCR N0 0 ° 1 7 ' 0 1 " W 1 9 4 6 . 2 2 ' L5 L6 L7 L8 L9 L10 N0 0 ° 1 7 ' 3 5 " W 2 1 5 . 9 2 ' 20 3 . 9 2 ' 27 . 5 0 ' 27 . 5 0 ' S89°42'59"W 98.00' 16.55' 25 2 8 . 8 2 ' 33' RW FEE 2008-076344, PCR 37' RW FEE 2008-076344, PCR 17' RW FEE 2008-076344, PCR 33' RW FEE 2008-076344, PCR UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC UNSUBDIVIDED STATE OF ARIZONA APN 104070090 EXISTING ZONING: MPC 52 . 9 6 ' NORTHEAST CORNER SECTION 19 & NORTHWEST CORNER SECTION 20, T1S, R8E FD 3" PW DEPT BCH CHECKED BY CAD TECHNICIAN SCALE DATE JOB NUMBER SHEET OF Z: \ B l o s s o m R o c k \ 2 0 2 1 \ 2 1 5 2 8 4 \ S u r v e y \ P l a t \ 5 2 8 4 - F 0 3 . d w g Wood, Patel & Associates, Inc. Civil Engineering Water Resources Land Survey Construction Management 602.335.8500 www.woodpatel.com BJD JKP 1" = 50' 7/5/2022 WP# 215284.02 55 FI N A L P L A T F O R I N F R A S T R U C T U R E SU P E R S T I T I O N V I S T A S D E V E L O P M E N T U N I T S 1 A N D 2 I R O N W O O D D R I V E - P H A S E 1 AP A C H E J U N C T I O N , A R I Z O N A RO Y E V R U S DNALDERETS I G E R DIEHL BRIAN J. 23945 R T I F EC ETACI N O. A ..SU.AN ,OZIR A .............e dgnSi e a t D EXPIRES 09-30-23 N Horz. 1 in. = ft. 0 50 100 50 MATCH SHEET 4 07 - 0 5 - 2 2