IGA_FOR_PERRYVILLE_ROAD_W-EX 9-22-2020.PDF
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Page 1 of 10 INTERGOVERNMENTAL AGREEMENT BETWEEN MARICOPA COUNTY AND CITY OF GOODYEAR PROVIDING FOR THE ANNEXATION, CONSTRUCTION, OPERATION AND MAINTENANCE OF PERRYVILLE ROAD AS PART OF THE FULTON HOMES ENCLAVE DEVELOPMENT (C-64-20- ____ -M-00) This Intergovernmental Agreement (Agreement) is between the County of Maricopa, a political subdivision of the State of Arizona (County) and the City of Goodyear, a municipal corporation (Goodyear). The County and Goodyear are collectively referred to as the Parties or individually as a Party. STATUTORY AUTHORIZATION 1. The County is authorized, pursuant to A.R.S. Section 11-251 and Sections 28-6701 et. seq., to lay out, maintain, control and manage public roads within the County. 2. Public agencies are authorized, pursuant to A.R.S. Section 11-951 et. seq., to enter into Intergovernmental Agreements for the provision of services or for joint or cooperative action. 3. The City is authorized, pursuant to A.R.S. Section 9-240 and Sections 9-276 et. seq., to lay out and establish, regulate and improve streets within the City and to enter into this Agreement. BACKGROUND 4. The Enclave is a residential development located within the County being developed within the property reflected in the draft Preliminary Plat attached hereto as Exhibit 1 (Enclave). The developer of The Enclave will be responsible for ultimate half-street improvements to Perryville Road adjacent to the development (Project Improvements). The ultimate half-street improvements will be those required by the City of Goodyear Engineering Design Standards and Guidelines for a Minor Arterial Street, and will be constructed within an existing City of Goodyear thirty-three feet (33’) wide right-of-way and an additional twenty-two feet (22’) of right-of-way the developer of the residential development will be required to dedicate to the County. PURPOSE OF THE AGREEMENT DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B Page 2 of 10 5. The purpose of this Agreement is to provide for the design and construction of the west half-street improvements to Perryville Road adjacent to the Enclave and for the future ownership, operation and maintenance by Goodyear of such improvements to Perryville Road. TERMS OF THE AGREEMENT 6. Responsibilities of County: 6.1 County will require the developers of the Enclave to dedicate to the County on the subdivision plat an additional twenty-two feet (22’) of right-of-way resulting in a total of fifty-five feet (55’) of right-of-way west of the section line of Perryville Road. 6.2 County shall require the Project Improvements to be built to Goodyear standards, including the requirement for a two-year warranty. County will not review any plans for such work, shall not be liable for the design, construction, operation and maintenance deficiencies of such work, and shall not require permits for such work. 6.3 County shall not issue any certificates of occupancy for any structures, other than temporary certificates of occupancies for model homes, within the Enclave until all of the Project Improvements have been completed. 7. Responsibilities of Goodyear: 7.1 Upon execution of this Agreement and subject to the terms of this Agreement, Goodyear shall assume full responsibility and liability for the design and construction of the Project Improvements. Goodyear shall be responsible for reviewing and approving the Project Improvements plans and for permitting such work. 7.2 Unless otherwise agreed to in a writing approved by the County and Goodyear, Goodyear agrees to annex the Project Improvements and the right-of-way dedicated to the County on the plat as more fully described in the legal description attached hereto as Exhibit 2, provided that the Project Improvements are completed, as approved by the Goodyear City Engineer, by November 30, 2022. 7.3 Unless otherwise agreed to in a writing approved by the County and Goodyear, Goodyear shall assume full responsibility and liability for the operation and maintenance of the Project Improvements until Goodyear has annexed the additional twenty-two (22’) of right-of-way dedicated to the County on the plat, provided the Project Improvements are completed as approved by the Goodyear City Engineer by November 30, 2022. GENERAL TERMS AND CONDITIONS 8. To the extent permitted by law, each Party will indemnify, defend and save the other Party harmless, including any of the Party’s departments, agencies, officers, employees, elected DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B Page 3 of 10 officials or agents, from and against all loss, expense, damage or claim of any nature whatsoever which is caused by any activity, condition or event arising out of the negligent performance or nonperformance by the indemnifying Party of any of the provisions of this Agreement. By entering into this Agreement, each Party indemnifies the other against all liability, losses and damages of any nature for or on account of any injuries or death of persons or damages to or destruction of property arising out of or in any way connected with the performance or nonperformance of this Agreement, except such injury or damage as shall have been caused or contributed to by the negligence of that other Party. The damages which are the subject of this indemnity shall include but not be limited to the damages incurred by any Party, its departments, agencies, officers, employees, elected officials or agents. In the event of an action, the damages which are the subject of this indemnity shall include costs, expenses of litigation and reasonable attorney’s fees. 9. This Agreement shall become effective as of the date it is approved by the governing bodies of the Parties and remain in full force and effect until all stipulations previously indicated have been satisfied, except that it may be amended upon written Agreement by all Parties. 10. This Agreement shall be subject to the provisions of A.R.S. Section 38-511. 11. The Parties warrant that they are in compliance with A.R.S. Section 41-4401 and further acknowledge that: 11.1 Any contractor or subcontractor who is contracted by a Party to perform work on the Project shall warrant their compliance with all federal immigration laws and regulations that relate to their employees and their compliance with A.R.S. Section 23-214(A), and shall keep a record of the verification for the duration of the employee’s employment or at least three (3) years, whichever is longer. 11.2 Any breach of the warranty shall be deemed a material breach of this agreement of which breaching party may be liable for penalties including termination of the agreement. 11.3 The Parties retain the legal right to inspect the papers of any contractor or subcontractor employee who works on the Project to ensure that the contractor or subcontractor is complying with the warranty above and that the contractor agrees to make all papers and employment records of said employee available during normal working hours in order to facilitate such an inspection. 11.4 Nothing in this Agreement shall make any contractor or subcontractor an agent or employee of the Parties to this Agreement. 12. Any contractor or subcontractor who engages in for-profit activity and has 10 or more employees, if the value of the contract is a minimum of $1,000,000, certify it is not currently engaged in, and agrees for the duration of this Agreement to not engage in, a boycott of goods or services from Israel. This certification does not apply to a boycott prohibited by 50 U.S.C. § 4842 or a regulation issued pursuant to 50 U.S.C. § 4842. 13. Each Party to this Agreement warrants that neither it nor any contractor or vendor under DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B Page 4 of 10 contract with the Party to provide goods or services toward the accomplishment of the objectives of this Agreement is suspended or debarred by any federal agency which has provided funding that will be used in the Project described in this Agreement. 14. Each of the following shall constitute a material breach of this Agreement and an event of default (“Default”) hereunder: A Party’s failure to observe or perform any of the material covenants, conditions or provisions of this Agreement to be observed or performed by that Party (“Defaulting Party”), where such failure shall continue for a period of thirty (30) days after the Defaulting Party receives written notice of such failure from the non-defaulting Party provided, however, that such failure shall not be a Default if the Defaulting Party has commenced to cure the Default within such thirty (30) day period and thereafter is diligently pursuing such cure to completion, but the total aggregate cure period shall not exceed ninety (90) days unless the Parties agree in writing that additional time is reasonably necessary under such circumstances to cure such default. In the event a Defaulting Party fails to perform any of its material obligations under this Agreement and is in Default pursuant to this Section, the non-defaulting Party, at its option, may terminate this Agreement. Further, upon the occurrence of any Default and at any time thereafter, the non-defaulting Party may, but shall not be required to, exercise any remedies now or hereafter available to it at law or in equity. 15. All notices required under this agreement to be given in writing shall be sent to: Maricopa County Department of Transportation Attn: Intergovernmental Relations Branch 2901 W. Durango Street Phoenix, Arizona 85009 City of Goodyear Attn: City Manager 190 N. Litchfield Road Goodyear, Arizona 85338 All notices required or permitted by this Agreement or applicable law shall be in writing and may be delivered in person (by hand or courier) or may be sent by regular, certified or registered mail or U.S. Postal Service Express Mail, with postage prepaid, and shall be deemed sufficiently given if served in a manner specified in this paragraph. Any Party may by written notice to the other specify a different address for notice. Any notice sent by registered or certified mail, return receipt requested, shall be deemed given on the date of delivery shown on the receipt card, or if no delivery date is shown, the postmark thereon. If sent by regular mail, the notice shall be deemed given 72 hours after the notice is addressed as required in this paragraph and mailed with postage prepaid. Notices delivered by United States Express Mail or overnight courier that guarantee next day delivery shall be deemed given 24 hours after delivery of the notice to the Postal Service or courier. 16. This Agreement does not imply authority to perform any tasks, or accept any responsibility, not expressly stated in this Agreement. 17. Any funding provided for in this Agreement, other than in the current fiscal year, is contingent upon being budgeted and appropriated by the governing bodies of the Parties DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B Page 5 of 10 in such fiscal year. This Agreement may be terminated by any Party at the end of any fiscal year due to non-appropriation of funds. 18. This Agreement shall be binding upon and inure to the benefit of the Parties and their respective successors and assignees. Neither Party shall assign its interest in this Agreement without the prior written consent of the other Party. 19. This Agreement and all Exhibits attached to this Agreement set forth all of the covenants, promises, agreements, conditions and understandings related to the Project between the Parties to this Agreement, and there are no covenants, promises, agreements, conditions or understandings, either oral or written, between the Parties related to the Project, other than as set forth in this Agreement, and those agreements which are executed contemporaneously with this Agreement. This Agreement shall be construed as a whole and in accordance with its fair meaning and without regard to any presumption or other rule requiring construction against the party drafting this Agreement. This Agreement cannot be modified or changed except by a written instrument executed by all of the Parties hereto. 20. Each Party has reviewed this Agreement and has had the opportunity to have it reviewed by legal counsel. 21. The waiver by any Party of any right granted to it under this Agreement is not a waiver of any other right granted under this Agreement, nor may any waiver be deemed to be a waiver of a subsequent right obtained by reason of the continuation of any matter previously waived. 22. Wherever possible, each provision of this Agreement shall be interpreted in such a manner as to be valid under applicable law, but if any provision shall be invalid or prohibited under the law, such provision shall be ineffective to the extent of such prohibition or invalidation but shall not invalidate the remainder of such provision or the remaining provisions. 23. Except as otherwise provided in this Agreement, all covenants, agreements, representations and warranties set forth in this Agreement or in any certificate or instrument executed or delivered pursuant to this Agreement shall survive the expiration or earlier termination of this Agreement for a period of one (1) year. 24. Nothing contained in this Agreement shall create any partnership, joint venture or other agreement between the Parties hereto. Except as expressly provided in this Agreement, no term or provision of this Agreement is intended or shall be for the benefit of any person or entity not a party to this Agreement, and no such other person or entity shall have any right or cause of action under this Agreement. 25. Section or other headings contained in this Agreement are for reference purposes only and shall not affect in any way the meaning or interpretation of this Agreement. 26. This Agreement may be executed in two or more counterparts, each of which shall be deemed an original but all of which together shall constitute the same instrument. Faxed, copied and scanned signatures are acceptable as original signatures. 27. The Parties will execute and/or deliver to each other such other instruments and DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B Page 6 of 10 documents as may be reasonably necessary to fulfill the covenants and obligations to be performed by such Party pursuant to this Agreement. 28. The venue for any claim arising out of or in any way related to this Agreement shall be Maricopa County, Arizona. 29. This Agreement shall be governed by the laws of the State of Arizona. End of Agreement - Signature Pages Follow DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B Page 7 of 10 IN WITNESS WHEREOF, the Parties have executed this Agreement. MARICOPA COUNTY Recommended by: Jennifer Toth, P.E. Date Transportation Director Approved and Accepted by: Clint Hickman, Chairman Date Board of Supervisors Attest by: Clerk of the Board Date APPROVAL OF DEPUTY COUNTY ATTORNEY I hereby state that I have reviewed the proposed Intergovernmental Agreement and declare the Agreement to be in proper form and within the powers and authority granted to the Board of Supervisors under the laws of the State of Arizona. Deputy County Attorney Date DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B 9/22/2020 9/22/2020 Page 8 of 10 IN WITNESS WHEREOF, the Parties have executed this Agreement. CITY OF GOODYEAR Recommended by: Date Approved and Accepted by: __________________________________ Georgia Lord Date Mayor Attest by: __________________________________ Darcie McCracken, City Clerk Date APPROVAL OF CITY ATTORNEY I hereby state that I have reviewed the proposed Intergovernmental Agreement and declare the Agreement to be in proper form and within the powers and authority granted to the City of Goodyear by governing body under the laws of the State of Arizona. Roric Massey, City Attorney Date DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B Exhibit “1” Enclave Preliminary Plat (On the following pages) DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B Typical Lot Setbacks 5.0' B.S.L. 20.0' B.S.L. 5.0' B.S.L. 8.0' P.U.E. 5.0' B.S.L. 18.0' B.S.L. 20.0' B.S.L. 5.0' B.S.L. L/S Tract 10.0' MIN. Typical Street Side Lot Setbacks 5.0' S/W 50.0' R/W 15.5 C/L - F/C 5.0' S/W 15.5 C/L - F/C 5.0' S/W 8.0' P.U.E. 12.0' B.S.L. 18.0' B.S.L. 12.0' B.S.L. 1' V.N.A.E. CL COLLECTOR STREET N.T.S. 2.0% 1.5% 45.0' R/W 0.58' CURB 20.0' F/C 8.0' L/S* 8.0' S/W 8.0' PUE 0.50' CURB 13.0' TRAVEL 7.0' BIKE 1.5% 10:1 MAX 4:1 MAX 90.0' R/W 2.0% 1.5% 7.92' L/S* 45.0' R/W 20.0' F/C 8.0' L/S* 8.0' S/W 8.0' PUE 0.50' CURB 0.58' CURB 13.0' TRAVEL 7.0' BIKE 1.5% 10:1 MAX 4:1 MAX 18.0' 12" WAT MAG SINGLE CURB 7.92' L/S* LOCAL STREET N.T.S. CL 50.0' R/W 15.5' F/C 2.0% 25.0' R/W 5.0' S/W 8.0' PUE 1.5% 0.58' CURB 3.92' L/S 15.5' F/C 2.0% 25.0' R/W 5.0' S/W 8.0' PUE 1.5% 0.58' CURB 3.92' L/S 8.0' 8" SEW 8.0' 8" WAT CL INDIAN SCHOOL ROAD (INTERIM SECTION - LOOKING EAST) N.T.S. EX. 70.0' R/W EX. 8.0' PUE 10:1 MAX 4:1 MAX 135.0' R/W EX. 21.0' PAVEMENT (TO BE REMOVED) 6.0' EX. 6.5' IRRI. DITCH EX. 43.5' L/S 65.0' R/W 2.0% 1.5% 43.5' F/C 8.9' L/S 5.0' S/W 8.0' PUE 0.58' CURB 12.0' TRAVEL 5.5' BIKE 1.5% 10:1 MAX 4:1 MAX 12.0' STRIPED MEDIAN 12.0' TRAVEL 2.0' EDGE POSTED SPEED: 45 MPH / DESIGN SPEED: 55 MPH URBAN PRINCIPAL ARTERIAL CL PERRYVILLE ROAD N.T.S. 2.0% 1.5% 55.0' R/W 37.42' F/C 9.0' L/S 8.0' S/W 8.0' PUE 0.58' CURB 12.0' TRAVEL 5.42' BIKE 1.5% 10:1 MAX 4:1 MAX 2.0% 13.0' TRAVEL EX. 37.42' F/C EX. 8.0' S/W EX. 8.0' PUE 1.5% 5.42' BIKE EX. 9.0' L/S EX. 0.58' CURB 10:1 MAX 1.5% 14.0' STRIPED MEDIAN 110.0' R/W 4:1 MAX EX. 55.0' R/W 13.0' TRAVEL 12.0' TRAVEL MARICOPA COUNTY CITY OF GOODYEAR NOTE: PERRYVILLE ROAD DESIGN PLANS SHALL BE SUBMITTED TO CITY OF GOODYEAR FOR PERMITTING. MINOR ARTERIAL POSTED SPEED: 45 MPH DESIGN SPEED: 55 MPH 33.0' 16.50' PRKG. STALL* LOCAL STREET WITH HEAD-IN PARKING N.T.S. CL 40.0' R/W 15.58' PAVEMENT 2.0% 15.0' R/W 8.0' PUE 1.5% 15.5' F/C 2.0% 25.0' R/W 5.0' S/W 8.0' PUE 1.5% 0.58' CURB 3.92' L/S 8.0' 8" SEW 8.0' 8" WAT 3.0' VG 0.50' CURB 6.0' S/W MODIFIED MAG DETAIL NO. 240 MAG SINGLE CURB 10.0' RE 23.58' PSE NOTE: *ALL HEAD-IN PARKING SPACES SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHTS-OF-WAY AND SHALL BE OWNED AND MAINTAINED BY THE FULTON HOMES ENCLAVE HOMEOWNERS ASSOCIATION. BLUE SKY PRIVATE ACCESS DRIVE N.T.S. CL ACCESS EASMENT VAIRES (39.0' - 25.0') 2.0' RIBBON CURB 2.0% 2.0' RIBBON CURB PAVEMENT VARIES (35.0' - 21.0') 2.0% CL 65.0' R/W 2.0% 1.5% 7.0' L/S 43.5' F/C 8.9' L/S 5.0' S/W 8.0' PUE 0.50' CURB 0.58' CURB 14.0' TRAVEL 5.5' BIKE 1.5% 10:1 MAX 4:1 MAX 12.0' TRAVEL 12.0' TRAVEL 70.0' R/W 2.0% 1.5% 6.5' L/S 43.5' F/C 8.0' L/S 5.0' S/W 8.0' PUE 0.50' CURB 0.58' CURB 14.0' TRAVEL 5.5' BIKE 1.5% 10:1 MAX 4:1 MAX 12.0' TRAVEL 12.0' TRAVEL INDIAN SCHOOL ROAD (ULTIMATE SECTION - LOOKING EAST) N.T.S. 135.0' R/W POSTED SPEED: 45 MPH / DESIGN SPEED: 55 MPH URBAN PRINCIPAL ARTERIAL PROJECT TEAM PLANNER, ENGINEER, AND LANDSCAPE ARCHITECT: EPS GROUP, INC. 1130 N ALMA SCHOOL RD., SUITE 120 MESA, AZ 85201 TEL: (480)-503-2250 FAX: (480)-503-2258 CONTACT: JOSH HANNON josh.hannon@epsgroupinc.com OWNER/DEVELOPER: FULTON HOMES 9140 S. KYRENE ROAD, SUITE 202 TEMPE, AZ 85284 TEL: (480)-753-6789 FAX: (480)-753-5554 CONTACT: NORM NICHOLLS 1. THIS PRELIMINARY PLAT CONSISTS OF A 675 LOT, SINGLE-FAMILY RESIDENTIAL COMMUNITY WITH A GROSS DENSITY OF 3.7 DWELLING UNITS PER ACRE. 2. THIS PLAN IS NOT A CONSTRUCTION DOCUMENT. 3. LOT DIMENSIONS ARE APPROXIMATE, FINAL LOT DIMENSIONS SHALL BE PER THE FINAL PLAT. 4. DRAINAGE CONCEPTS ARE SHOWN ON THE PRELIMINARY GRADING & DRAINAGE PLAN 5. PERPETUAL, NON-EXCLUSIVE SIGHT VISIBILITY EASEMENTS UPON AND ACROSS THE PARCELS OF LAND SHOWN HEREON, SHALL PRESERVE THE PROPERTIES AS TRAFFIC SAFETY VISIBILITY AREAS FREE OF ANY OBSTRUCTIONS TO THE VIEW OF PERSONS LOOKING ACROSS THE PROPERTIES. NO STRUCTURES, LANDSCAPING, FENCE, WALL, TERRACE, OR OTHER OBSTRUCTION TO VIEW IN EXCESS OF TWO FEET IN HEIGHT AS MEASURED FROM ADJACENT PAVEMENT SHALL BE PLACED OR ALLOWED TO REMAIN WITHIN THE REQUIRED 25-FOOT BY 25-FOOT SIGHT VISIBILITY TRIANGLE. 6. SIGNAGE SHALL CONFORM TO THE MARICOPA COUNTY ZONING ORDINANCE. 7. THIS DEVELOPMENT WILL PROVIDE FOR INSTALLATION OF REQUIRED STREET LIGHTS. 8. ALL OUTDOOR LIGHTING SHALL CONFORM TO SECTION 1112 OF THE MARICOPA COUNTY ZONING ORDINANCE. 6. ALL ROADS SHALL BE BUILT TO MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION STANDARDS. 7. THE FULTON HOMES ENCLAVE HOMEOWNERS' ASSOCIATION WILL HAVE THE RESPONSIBILITY FOR MAINTAINING COMMON AREAS TO BE NOTED AS TRACTS OR EASEMENTS INCLUDING LANDSCAPING AND DRAINAGE FACILITIES IN ACCORDANCE WITH APPROVED PLANS. 8. VEHICLE NON-ACCESS EASEMENT (VNAE): AN EASEMENT PROHIBITING VEHICULAR ACCESS (NON-ACCESS EASEMENT) FROM THE STREET SIDE OF DOUBLE FRONTAGE LOTS IS REQUIRED. THE MINIMUM WIDTH FOR SAID EASEMENT IS ONE FOOT. 9. ALL LANDSCAPING AND DECORATIVE ELEMENTS IN COUNTY RIGHT-OF-WAY SHALL BE MAINTAINED BY THE FULTON HOMES ENCLAVE HOMEOWNERS ASSOCIATION SUBJECT TO A MAINTENANCE AGREEMENT WITH MCDOT. 10. ALL HEAD-IN PARKING SPACES SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHTS-OF-WAY AND SHALL BE OWNED AND MAINTAINED BY THE FULTON HOMES ENCLAVE HOMEOWNERS ASSOCIATION. GENERAL NOTES BASIS OF BEARING PRELIMINARY PLAT FOR FULTON HOMES ENCLAVE A PORTION OF THE EAST HALF OF SECTION 21, TOWNSHIP 2 NORTH, RANGE 2 WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA. PROJECT DATA A.P.N.: 502-29-006S, 502-29-006T, 502-29-042B, 502-29-042A, 502-29-024, 502-29-025, 502-29-016F, 502-29-016G, 502-29-016D, 502-29-016B, 502-29-016H EXISTING LAND USE: AGRICULTURE COMPREHENSIVE PLAN LAND USE: SINGLE FAMILY TRANSITIONAL LOT (3-5 DU/AC) EXISTING ZONING: R1-6 RUPD (CASE NO. Z2018115) GROSS AREA: +/- 184.24 ACRES NET AREA: +/- 176.55 ACRES (EXCLUDES INDIAN SCHOOL ROAD AND PERRYVILLE ROAD R/W) NO. OF LOTS: 48' x 115' 283 53' x 120' 177 58' x 125' 120 68' x 130' 95 TOTAL 675 DENSITY: 3.7 DU/AC OPEN SPACE: 32.83 AC (18.6% NET) FLOOD ZONE UTILITIES AND SERVICES WATER: ARIZONA WATER COMPANY SEWER: EPCOR ELECTRIC: APS NATURAL GAS: SOUTHWEST GAS POLICE: MARICOPA COUNTY SHERIFF'S OFFICE FIRE: BUCKEYE VALLEY FIRE DISTRICT TELEPHONE: CENTURYLINK / COX COMMUNICATIONS CABLE/INTERNET: CENTURYLINK / COX COMMUNICATIONS REFUSE: WASTE MANAGEMENT / REPUBLIC SCHOOLS: LITCHFIELD UNIFIED SCHOOL DISTRICT THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X OTHER FLOOD AREAS SHADED (AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.) ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR THE MARICOPA COUNTY, COMMUNITY PANEL NO. 04013C2130L AND 04013C1665L, EFFECTIVE DATE OCTOBER 16, 2013. BENCHMARK MARICOPA COUNTY SURVEY POINT ID 31082, BEING A BRASS CAP IN HAND HOLE AT THE SOUTH QUARTER CORNER OF SECTION 21, TOWNSHIP 2 NORTH, RANGE 2 WEST, STAMPED "RLS 26411 2012" ELEVATION = 1136.749 (NAVD88 DATUM) N.T.S. VICINITY MAP PROJECT SITE PERRYVILLE ROAD INDIAN SCHOOL ROAD CAMELBACK ROAD JACKRABBIT TRAIL THE BASIS OF BEARING IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 2 NORTH, RANGE 2 EAST, GILA AND SALT RIVER MERIDIAN, AS SHOWN ON BOOK 652, PAGE 22, MARICOPA COUNTY RECORDS, MARICOPA COUNTY, ARIZONA. SAID BEARING BEING SOUTH 89 DEGREES 20 MINUTES 44 SECONDS EAST Project: Sheet No. Job No. Call at least two full working days before you begin excavation. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602)263-1100 Designer: Drawn by: w w w . e p s g r o u p i n c . c o m T:480.503.2250 F:480.503.2258 1130 N. Alma School Rd., Ste. 120 | Mesa, AZ 85210 19-0254 Fulton Homes Enclave (S2020003) NWC of Indian School Road and Perryville Road Maricopa County JH DCH 19-0254 of 9 FEBRUARY 17, 2020 - 1ST PRELIMINARY PLAT SUB. MAY 16, 2020 - 2ND PRELIMINARY PLAT SUB. JULY 31, 2020 - 3RD PRELIMINARY PLAT SUB. 1 CS01 COVER SHEET SEC. 21, T.2 N., R.2 W. LANDSCAPE ARCHITECT: EPS GROUP, INC. 1130 N ALMA SCHOOL RD., SUITE 120 MESA, AZ 85201 TEL: (480)-503-2250 FAX: (480)-503-2258 CONTACT: ALIZA SABIN, R.L.A. aliza.sabin@epsgroupinc.com CIVIL ENGINEER: EPS GROUP, INC. 1130 N ALMA SCHOOL RD., SUITE 120 MESA, AZ 85201 TEL: (480)-503-2250 FAX: (480)-503-2258 CONTACT: BRIAN NICHOLLS, P.E. brian.nicholls@epsgroupinc.com *NOTE: FOR SIDE-LOADED GARAGES, A MINIMUM 18' X 18' ON-LOT PARKING AREA ADJACENT TO THE GARAGE WILL BE PROVIDED. DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B Project: Sheet No. Job No. Call at least two full working days before you begin excavation. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602)263-1100 Designer: Drawn by: w w w . e p s g r o u p i n c . c o m T:480.503.2250 F:480.503.2258 1130 N. Alma School Rd., Ste. 120 | Mesa, AZ 85210 19-0254 Fulton Homes Enclave (S2020003) NWC of Indian School Road and Perryville Road Maricopa County JH DCH 19-0254 of 9 FEBRUARY 17, 2020 - 1ST PRELIMINARY PLAT SUB. MAY 16, 2020 - 2ND PRELIMINARY PLAT SUB. JULY 31, 2020 - 3RD PRELIMINARY PLAT SUB. 2 PP01 DATA TABLES Lot Table Lot # 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 Area 6360.00 6497.66 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.92 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 Lot Table Lot # 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 Area 6360.00 6360.00 6360.00 6360.00 6360.92 6361.08 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6361.08 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 7250.00 7250.00 7250.00 8840.00 8840.00 8881.95 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 Lot Table Lot # 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 Area 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7251.32 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7251.32 7251.32 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7352.51 7250.84 7250.84 7250.00 7250.00 Lot Table Lot # 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 Area 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7346.01 7281.57 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.84 7250.84 7352.51 7250.00 7250.00 7250.00 7251.32 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7251.32 7382.19 7250.00 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 7250.00 7250.00 7251.32 7251.32 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 7250.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 Lot Table Lot # 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 Area 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.92 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 7115.23 12842.67 10464.64 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 8584.66 13502.38 8718.92 Lot Table Lot # 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 Area 6360.92 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6412.96 6412.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6411.96 6351.32 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 Lot Table Lot # 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 Area 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6360.00 6351.32 6391.07 6399.75 6399.75 6399.75 6399.75 6399.75 6391.07 5521.12 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5521.12 5520.52 5520.00 5520.00 5520.00 Lot Table Lot # 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 Area 5520.00 5520.00 5520.00 5520.00 5520.00 9316.42 12077.27 6801.43 5523.91 5524.73 5525.55 5526.37 5527.19 5528.01 5528.83 5529.65 5530.47 5531.29 5532.11 5532.93 5533.75 5534.57 5535.38 5536.20 7075.26 14600.30 9833.42 5961.98 5967.17 5972.37 5977.56 5982.75 5987.95 5993.14 5998.33 5994.85 5895.32 5904.00 5904.00 5904.00 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 5904.00 5904.00 5904.00 5904.00 5895.32 5895.32 5904.00 5904.00 5904.00 5904.00 5904.00 5904.00 5904.00 5895.32 5895.32 5904.00 5904.00 5904.00 5904.00 5904.00 5904.00 5904.00 5895.32 5895.32 5904.00 5904.00 5904.00 5904.00 5904.00 5904.00 5904.00 5895.32 5895.32 5904.00 5904.00 5904.00 5904.00 5904.00 5904.00 5904.00 Lot Table Lot # 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 Area 5895.32 5895.32 5904.00 5904.00 5904.00 5904.00 5904.00 5904.00 5904.00 5895.32 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.52 5520.52 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 Lot Table Lot # 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 Area 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.52 5520.52 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 Lot Table Lot # 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 Area 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.52 5525.05 5530.24 5535.43 5540.62 5545.82 5551.01 5556.20 5561.40 5566.59 5571.78 8840.42 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8841.30 8840.42 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 Lot Table Lot # 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 Area 8840.00 8840.42 8840.42 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.42 8840.42 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 9642.44 9689.30 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.42 8840.42 8840.00 8840.00 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 600 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.42 8840.42 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.42 8841.30 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.00 8840.42 5520.77 5528.89 5534.08 5539.28 5544.47 5549.66 5554.86 5560.05 5565.24 Lot Table Lot # 601 602 603 604 605 606 607 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 Area 5570.44 5583.12 5549.22 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5561.95 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.52 5520.52 5520.00 5520.00 5520.00 Lot Table Lot # 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 673 674 675 Area 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.52 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 5520.00 TRACT USE TABLE TRACT A B C D E F G H I J K L USE AREA (SF) 231371 2246 30327 6072 6072 43098 2346 62324 66588 2346 43098 232986 AREA (AC) 5.312 0.052 0.696 0.139 0.139 0.989 0.054 1.431 1.529 0.054 0.989 5.349 TRACT USE TABLE TRACT M N O P Q R S T U V W X USE AREA (SF) 7775 7775 2246 56807 2265 5957 2306 2306 2306 2306 2306 2306 AREA (AC) 0.178 0.178 0.052 1.304 0.052 0.137 0.053 0.053 0.053 0.053 0.053 0.053 TRACT USE TABLE TRACT Y Z AA BB CC DD EE FF GG HH II JJ USE AREA (SF) 8154 2146 62187 21619 5075 2146 2296 5418 284240 2446 2446 6910 AREA (AC) 0.187 0.049 1.428 0.496 0.117 0.049 0.053 0.124 6.525 0.056 0.056 0.159 TRACT USE TABLE TRACT KK LL MM NN OO PP QQ RR SS TT USE AREA (SF) 2446 2446 2446 5950 2296 6249 13077 33456 2146 127109 AREA (AC) 0.056 0.056 0.056 0.137 0.053 0.143 0.300 0.768 0.049 2.918 1430239 32.833 LANDSCAPE / OPEN SPACE TOTAL TRACT AREA TOTAL 4,477,101.12 SQ. FT. LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE / RETENTION / DRAINAGE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE / RETENTION / AMENITY / DRAINAGE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE / RETENTION / AMENITY / DRAINAGE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE / RETENTION / DRAINAGE LANDSCAPE / OPEN SPACE / RETENTION / DRAINAGE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE / RETENTION / AMENITY / DRAINAGE LANDSCAPE / OPEN SPACE / RETENTION / ACCESS ESMT. / DRAINAGE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE / RETENTION / AMENITY / DRAINAGE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE / RETENTION / AMENITY / DRAINAGE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE / RETENTION / AMENITY / DRAINAGE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE / RETENTION / AMENITY / DRAINAGE LANDSCAPE / OPEN SPACE / RETENTION / DRAINAGE LANDSCAPE / OPEN SPACE LANDSCAPE / OPEN SPACE Lot Width 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.1' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' Lot Width 53.0' 53.0' 53.0' 53.0' 53.1' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 58.0' 58.0' 58.0' 68.0' 68.0' 68.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' Lot Width 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.1' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.1' 58.1' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' Lot Width 58.0' 58.0' Lot Width Lot Width Lot Width Lot Width Lot Width Lot Width Lot Width Lot Width Lot Width Lot Width 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 53.0' 53.1' 53.0' 48.0' 48.0' 48.0' 48.0' 48.0' 68.0' 68.0' 48.0' 48.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.1' 58.1' 58.1' 58.1' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.1' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.1' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.1' 53.0' 53.1' 53.1' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.1' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 51.0' 53.1' 51.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.1' 48.1' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.1' 48.1' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.1' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 68.1' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.1' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.1' 68.1' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.1' 68.1' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 70.8' 71.4' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.1' 68.1' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.1' 68.1' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.1' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.1' 48.1' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.1' 48.1' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.1' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' UU 2000 0.046 LIFT STATION DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE EXT. 24 24 29 29 29 297 298 299 300 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 490 491 492 326 327 328 CAMPBELL AVENUE SELLS DRIVE MINNEZONA AVENUE 189TH AVENUE 189TH DRIVE 190TH DRIVE 190TH DRIVE 189TH GLEN 190TH LANE 38.1' L=10.5' 112.3' 48.1' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 115.1' 48.0' 115.2' 48.0' 48.0' 115.3' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 112.3' L=10.5' 38.1' 38.1' L=10.5' 112.3' 48.1' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 115.0' 48.0' 115.0' 48.0' 115.0' 114.9' L=1.5' 46.5' 115.0' 48.0' 48.0' 115.0' 48.0' 120.3' L=10.5' 38.0' 123.0' 48.0' L=10.5' 120.3' 123.0' 38.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 123.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 123.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 48.0' 123.0' 38.0' L=10.5' 120.3' 48.0' 120.3' L=10.5' 38.0' 38.0' L=10.5' 120.3' 48.0' 120.3' L=10.5' 38.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 123.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 123.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 123.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 48.0' 123.0' 120.3' L=10.5' 38.0' 123.0' 48.0' L=10.5' 120.3' 123.0' 38.0' 120.3' L=10.5' 38.0' 123.0' 48.0' L=10.5' 120.3' 123.0' 38.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 123.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 123.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 123.0' 48.0' 123.0' 48.0' 48.0' 123.0' 48.0' 48.0' 123.0' 38.0' L=10.5' 120.3' 48.0' 120.3' L=10.5' 38.0' 115.0' 38.1' L=10.5' 112.3' 48.1' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 16.4' 134.0' L = 2 9 .3 ' 9.9' 99.9' 89.6' 60.7' 117.6' L = 4 0 .5 ' 69.3' 115.1' 40.0' L=8.8' 48.0' 115.1' 48.0' 48.0' 115.1' 48.0' 48.0' 115.1' 48.0' 48.0' 115.1' 48.0' 48.0' 115.2' 48.0' 48.0' 115.2' 48.0' 48.0' 115.2' 48.0' 48.0' 115.2' 48.0' 48.0' 115.2' 48.0' 48.0' 115.2' 48.0' 48.0' 115.3' 48.0' 48.0' 115.3' 48.0' 48.0' 115.3' 48.0' 48.0' 115.3' 48.0' 48.0' 115.3' 48.0' 48.0' 115.3' 48.0' 78.0' 122.2' L=14.1' 30.0' 125.8' 58.8' 154.0' L = 3 6 . 9 ' 116.6' 124.2' 10.0' L = 2 7 . 5 ' 48.0' 124.3' 48.0' 48.0' 124.4' 48.0' 48.0' 124.5' 48.0' 48.0' 124.7' 48.0' 48.0' 124.6' 48.0' 48.0' 124.8' 48.0' 48.0' 124.9' 48.0' 48.0' 125.0' 48.0' 48.0' 122.4' L=10.5' 38.0' 296.00' 296.00' 296.00' 115.21' 296.00' 296.00' 296.00' 207.00' 280.00' 280.00' 502.00' 104.31' 898.89' 855.00' 280.00' N 0°30'45" E 2579.82' N 0°30'45" E 659.08' S 89°35'47" E 1245.94' S 0°26'53" W 329.61' S89°37'00"E 888.00' N0°23'00"E 502.00' N0°23'00"E 502.00' N0°23'00"E 502.00' N0°23'00"E 1357.00' S89°37'00"E 1003.21' N0°23'00"E 280.00' N0°23'00"E 2629.39' TRACT L TRACT L TRACT L TRACT S TRACT T TRACT U TRACT X TRACT V TRACT W TRACT Y TRACT Z TRACT AA TRACT BB TRACT CC TRACT DD TRACT Y APN 502-29-020 VOSE PAUL ZONING: RU-43 APN 502-29-019 VOSE DAVID ZONING: RU-43 APN 502-29-353B JEN ARIZONA 28 LLC ZONING: RU-43 APN 502-29-350 FIDELITY NATIONAL TITLE INS COMPANY TR B176 ZONING: RU-43 APN 502-29-001R MCCUMBER MARK / DEANNE JO ZONING: RU-43 APN 502-29-031J SEVEN M INVESTMENTS PV LLC ZONING: R1-35 APN 502-29-031J SEVEN M INVESTMENTS PV LLC ZONING: R1-35 APN 502-29-032 SEVEN M INVESTMENTS PV LLC ZONING: R1-35 RETENTION RETENTION EX. 8.0' UNDERGROUND ELEC. ESMT. 1999-888969A, MCR (TO REMAIN) EX. 8.0' UNDERGROUND ELEC. ESMT. 1999-815083, MCR (TO REMAIN) EX. UTILITIES ESMT. 2016-546893, MCR (TO REMAIN) ACCESS ESMT. VARIES ACCESS ESMT. VARIES EX. 100.0' CANAL R/W BK. 193 OF DEEDS, PG. 483 AND BK. 584 OF MAPS, PG.18, MCR EX. 3.0' ELEC. TRANSMISSION ESMT. DKT. 12049, PG.13, MCR 45.0' R/W 45.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER 12" WATER 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER BLUE SKY PRIVATE ACCESS DRIVE FH (TYP.) FH (TYP.) MAX. 4 DU/AC MAX. 6 DU/AC LUKE AFB GRADUATED DENSITY CONCEPT BOUNDARY LINE 190TH DRIVE 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) MCDOT D.S.T. #1 MCDOT D.S.T. #1 1145 1145 1145 1145 1145 1145 1145 1140 1145 1140 1140 1140 1135 1135 1135 1135 1130 1130 1130 1140 1140 1140 1135 1135 1140 1130 1130 1135 1140 1140 1135 1135 1135 Project: Sheet No. Job No. Call at least two full working days before you begin excavation. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602)263-1100 Designer: Drawn by: w w w . e p s g r o u p i n c . c o m T:480.503.2250 F:480.503.2258 1130 N. Alma School Rd., Ste. 120 | Mesa, AZ 85210 19-0254 Fulton Homes Enclave (S2020003) NWC of Indian School Road and Perryville Road Maricopa County JH DCH 19-0254 of 9 FEBRUARY 17, 2020 - 1ST PRELIMINARY PLAT SUB. MAY 16, 2020 - 2ND PRELIMINARY PLAT SUB. JULY 31, 2020 - 3RD PRELIMINARY PLAT SUB. 3 PP02 PRELIMINARY PLAT 60 0 60 120 scale feet KEY MAP SHEET PP03 SHEET PP04 SHEET PP05 SHEET PP06 SHEET PP07 N.T.S. SHEET PP03 SHEET PP03 MATCHLINE SHEET PP04 SHEET PP04 SHEET PP05 MATCHLINE ARTERIAL TO ARTERIAL INTERSECTIONS N.T.S. ALL OTHER INTERSECTIONS N.T.S. 25' R/W 25' SIGHT VISIBILITY TRIANGLE PER MCZO ART. 1111.4.1 R/W R/W R/W R20' 25' 25' SIGHT VISIBILITY TRIANGLE PER MCZO ART. 1111.4.1 R25' R/W P.U.E. RIGHT-OF-WAY PUBLIC UTILITY EASEMENT STREET CENTERLINE STREET RIGHT-OF-WAY PUBLIC UTILITY EASEMENT LOT LINE SEWER LINE WATER LINE FIRE HYDRANT MANHOLE LEGEND S.V.T. SIGHT VISIBILITY TRIANGLE BCF BCHH BRASS CAP FLUSH BRASS CAP IN HANDHOLE FD FOUND RB REBAR SFNF SEARCHED FOR, NOTHING FOUND COB CITY OF BUCKEYE COG CITY OF GOODYEAR MCDOT MARICOPA COUNTY DEPT. OF TRANSPORTATION VEHICLE NON-ACCESS EASEMENT V.N.A.E. VEHICLE NON-ACCESS EASEMENT SIGHT VISIBILITY TRIANGLE MCDOT DEPARTURE SIGHT TRIANGLES MCDOT D.S.T. #1 - DEPARTURE SIGHT TRIANGLE PER FIGURE 9.1b OF THE MCDOT ROADWAY DESIGN MANUAL 2020 MCDOT D.S.T. #2 - DEPARTURE SIGHT TRIANGLE PER FIGURE 9.1c OF THE MCDOT ROADWAY DESIGN MANUAL 2020 D.S.T. DEPARTURE SIGHT TRIANGLE R.E. ROADWAY EASEMENT P.S.E. PARKING AND SIDEWALK EASEMENT SCALE: 1 INCH = 60 FEET DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGT UGT U UGTV UGTV UGTV UGTV UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EXT. 211 212 213 214 215 216 217 218 219 220 283 284 285 286 287 288 289 290 291 292 293 272 273 274 275 276 277 278 279 280 281 282 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 294 295 296 297 298 299 300 221 222 PERRYVILLE ROAD CAMPBELL AVENUE SELLS DRIVE 187TH LANE 188TH LANE 53.0' 121.0' 53.0' 53.0' 121.0' 53.0' 121.0' 53.0' 53.0' 121.0' 53.0' 121.0' 53.0' 121.0' 53.0' 53.0' 121.0' 53.0' 53.0' 121.0' 53.0' 121.0' 53.0' 121.0' 53.0' 53.0' 121.0' 53.0' 53.0' 121.0' 53.0' 121.0' 53.0' 121.0' 53.0' 53.0' 121.0' 53.0' 53.0' 121.0' 53.0' 121.0' 53.0' 121.0' 53.0' 53.0' 121.0' 53.0' 53.0' 121.0' 53.0' 121.0' 53.0' 121.0' 53.0' 53.0' 121.0' 53.0' 53.0' 121.0' 53.0' 121.0' 53.0' 53.0' 121.0' 53.0' 53.0' 121.0' 121.0' 53.0' 121.0' 43.1' L=10.5' 118.3' L=10.5' 43.1' 121.0' 53.1' 118.3' 121.5' L=6.5' 44.9' 67.1' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 43.1' L=10.5' 117.3' 53.1' 53.0' 120.0' 53.0' 120.0' 120.0' 53.0' 120.0' 53.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 120.0' 53.0' 43.0' L=10.5' 117.3' 53.0' 117.3' L=10.5' 43.0' L=10.5' 118.1' 53.0' 120.7' 43.0' 53.0' 120.7' 53.0' 53.0' 120.7' 53.0' 53.0' 120.7' 53.0' 53.0' 120.7' 53.0' 53.0' 120.7' 53.0' 53.0' 118.1' L=10.5' 43.0' 53.1' 117.3' L=10.5' 43.1' L = 1 9 . 2 ' 96.8' 120.0' 27.9' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 95.1' 132.8' L=18.8' 27.8' 27.7' 106.1' 26.1' 133.4' L = 4 0 .4 ' 81.9' 139.6' L = 4 0 .4 ' 72.7' 24.2' 102.6' 120.0' 7.6' L = 3 1. 6 ' 212.75' 290.00' 151.00' 140.96' 291.96' 290.00' S 89°35'36" E 1281.31' S 0°23'00" W 329.69' S 89°33'34" E 40.00' S 0°23'02" W 329.70' S 0°23'02" W 2637.45' S 0°23'00" W 2637.80' 329.73' 329.68' 2,307.77' S89°37'00"E 880.41' EAST QUARTER CORNER SECTION 21, T2N, R2W FOUND 3" C.O.B. BRASS CAP IN HAND HOLE N0°23'00"E 581.96' S89°37'00"E 880.41' N0°23'00"E 581.96' TRACT I TRACT L TRACT L TRACT L TRACT O TRACT P TRACT Q TRACT R CITY OF GOODYEAR MARICOPA COUNTY CITY LIMIT LINE SEDELLA PARCEL 4A BK. 1158, PG. 25, MCR ZONING: PAD SEDELLA PARCEL 3A BK. 1258, PG. 09, MCR ZONING: PAD APN 502-29-026H GONZALEZ VICENTE ZONING: RU-43 APN 502-29-026D VICENTE PROPERTIES LLC ZONING: RU-43 APN 502-29-026A VICENTE PROPERTIES LLC ZONING: RU-43 APN 502-29-033B CROSSROAD BAPTIST CHURCH OF AZ ZONING: RU-43 RETENTION RETENTION RETENTION EX. 33.0' HIGHWAY ESMT. 1992-503786, MCR 33.0' DECLARATION OF ROAD, 1991-378173, MCR EX. 40.0' PUBLIC ROADWAY DKT. 9372, PG. 65, MCR CENTERLINE OF EX. ELECTRIC LINE ESMT., DKT. 3233, PG. 550, MCR 55.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 10.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8" WATER 8" SEWER 8" WATER 8" SEWER OFFSITE SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER FH (TYP.) LUKE AFB GRADUATED DENSITY CONCEPT BOUNDARY LINE MAX. 4 DU/AC MAX. 6 DU/AC CAMPBELL AVENUE 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) MCDOT D.S.T. #1 1130 1125 1120 1125 1125 57.0' R/W 55.0' R/W ROMA AVENUE 189TH AVENUE Project: Sheet No. Job No. Call at least two full working days before you begin excavation. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602)263-1100 Designer: Drawn by: w w w . e p s g r o u p i n c . c o m T:480.503.2250 F:480.503.2258 1130 N. Alma School Rd., Ste. 120 | Mesa, AZ 85210 19-0254 Fulton Homes Enclave (S2020003) NWC of Indian School Road and Perryville Road Maricopa County JH DCH 19-0254 of 9 FEBRUARY 17, 2020 - 1ST PRELIMINARY PLAT SUB. MAY 16, 2020 - 2ND PRELIMINARY PLAT SUB. JULY 31, 2020 - 3RD PRELIMINARY PLAT SUB. 4 PP03 PRELIMINARY PLAT 60 0 60 120 scale feet KEY MAP SHEET PP02 SHEET PP04 SHEET PP05 SHEET PP06 SHEET PP07 N.T.S. SHEET PP02 SHEET PP02 MATCHLINE SHEET PP04 SHEET PP05 SHEET PP05 MATCHLINE NORTHEAST CORNER SEC. 21, T.2 N., R.2. W. CALCULATED POSITION ARTERIAL TO ARTERIAL INTERSECTIONS N.T.S. ALL OTHER INTERSECTIONS N.T.S. 25' R/W 25' SIGHT VISIBILITY TRIANGLE PER MCZO ART. 1111.4.1 R/W R/W R/W R20' 25' 25' SIGHT VISIBILITY TRIANGLE PER MCZO ART. 1111.4.1 R25' R/W P.U.E. RIGHT-OF-WAY PUBLIC UTILITY EASEMENT STREET CENTERLINE STREET RIGHT-OF-WAY PUBLIC UTILITY EASEMENT LOT LINE SEWER LINE WATER LINE FIRE HYDRANT MANHOLE LEGEND S.V.T. SIGHT VISIBILITY TRIANGLE BCF BCHH BRASS CAP FLUSH BRASS CAP IN HANDHOLE FD FOUND RB REBAR SFNF SEARCHED FOR, NOTHING FOUND COB CITY OF BUCKEYE COG CITY OF GOODYEAR MCDOT MARICOPA COUNTY DEPT. OF TRANSPORTATION VEHICLE NON-ACCESS EASEMENT V.N.A.E. VEHICLE NON-ACCESS EASEMENT SIGHT VISIBILITY TRIANGLE MCDOT DEPARTURE SIGHT TRIANGLES MCDOT D.S.T. #1 - DEPARTURE SIGHT TRIANGLE PER FIGURE 9.1b OF THE MCDOT ROADWAY DESIGN MANUAL 2020 MCDOT D.S.T. #2 - DEPARTURE SIGHT TRIANGLE PER FIGURE 9.1c OF THE MCDOT ROADWAY DESIGN MANUAL 2020 D.S.T. DEPARTURE SIGHT TRIANGLE R.E. ROADWAY EASEMENT P.S.E. PARKING AND SIDEWALK EASEMENT SCALE: 1 INCH = 60 FEET DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 554 301 302 303 304 305 306 307 308 309 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 555 556 557 558 559 560 561 562 563 564 565 566 567 568 VAN WESTVIEW DRIVE GLENROSA AVENUE ROMA AVENUE TURNEY AVENUE 189TH AVENUE 189TH DRIVE 190TH DRIVE 190TH DRIVE 189TH GLEN L=10.5' 58.1' 130.0' 68.1' 127.3' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 58.1' L=10.5' 127.3' 68.1' L=10.5' 58.1' 130.0' 127.3' 68.1' 130.0' 58.1' L=10.5' 127.3' 68.0' 130.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 130.0' 68.0' 10.1' L = 4 4 .1 ' 28.7' 130.0' 71.1' 130.0' 29.1' L = 4 4 .3 ' 10.1' 58.1' L=10.5' 127.3' 68.1' 127.3' L=10.5' 58.1' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 130.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 130.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 130.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 130.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' L=10.5' 58.1' 130.0' 68.1' 127.3' 130.0' 58.1' L=10.5' 127.3' 48.1' 112.3' L=10.5' 38.1' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 130.0' 68.0' 130.0' 48.0' 115.0' 130.0' 68.0' 48.0' 115.0' 48.0' 130.0' 68.0' 48.0' 115.0' 48.0' 115.0' 130.0' 68.0' 48.0' 115.0' 48.0' 130.0' 68.0' 48.0' 115.0' 130.0' 68.0' 48.0' 115.0' 48.0' 115.0' 130.0' 68.0' 48.0' 115.0' 48.0' 115.0' 130.0' 68.0' 48.0' 115.0' 130.0' 68.0' 48.0' 115.0' 130.0' 68.0' 48.0' 115.0' 130.0' 68.0' 127.3' L=10.5' 58.1' 38.1' L=10.5' 112.3' 48.1' 48.0' 115.0' 115.3' 48.0' 115.4' 48.0' 48.0' 115.5' 48.0' 48.0' 115.8' 48.0' 48.0' 115.6' 48.0' 48.0' 115.7' 48.0' 48.0' 115.9' 48.0' 48.0' 116.0' 48.0' 48.0' 116.1' 48.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 46.5' L=1.5' 114.9' 48.0' 68.1' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 68.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 48.0' 295.00' 280.00' 532.00' 398.00' 855.00' 295.00' 280.00' 190TH DRIVE 106.24' 898.89' 207.00' 310.00' 310.00' 310.00' N 0°30'45" E 2579.82' N0°23'00"E 1357.00' N0°23'00"E 930.00' N0°23'00"E 575.00' S89°37'00"E 898.89' S89°37'00"E 1212.13' N0°23'00"E 310.00' S89°37'00"E 818.14' S89°37'00"E 818.14' N0°23'00"E 310.00' N0°23'00"E 2629.39' TRACT BB TRACT CC TRACT DD TRACT EE TRACT FF TRACT GG TRACT GG TRACT HH TRACT II TRACT JJ TRACT JJ TRACT KK TRACT LL TRACT MM TRACT NN APN 502-29-031J SEVEN M INVESTMENTS PV LLC ZONING: R1-35 RETENTION EX. 8.0' UNDERGROUND ELEC. ESMT. 1999-888969A, MCR (TO REMAIN) EX. 8' UTILITY ESMT. 1994-634745, M.C.R. (TO BE ABANDONED) EX. UNDERGROUND ELEC. ESMT., 1999-888969B, MCR (TO BE ABANDONED) EX. 8' UTILITY ESMT. DKT. 15522, PG. 1295, M.C.R. (TO BE ABANDONED) EX. 100.0' CANAL R/W BK. 193 OF DEEDS, PG. 483 AND BK. 584 OF MAPS, PG.18, MCR EX. 3.0' ELEC. TRANSMISSION ESMT. DKT. 12049, PG.13, MCR 45.0' R/W 45.0' R/W 45.0' R/W 45.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER 12" WATER 12" WATER 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" WATER PROPOSED HEAD-IN PARKING STALLS PROPOSED HEAD-IN PARKING STALLS FH (TYP.) FH (TYP.) MAX. 4 DU/AC MAX. 6 DU/AC LUKE AFB GRADUATED DENSITY CONCEPT BOUNDARY LINE 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) MCDOT D.S.T. #1 MCDOT D.S.T. #1 1115 1120 1125 1130 1135 1140 1135 1140 1140 1135 1140 1140 1145 1135 1130 23.58' P.S.E. 10.0' R.E. 40.0' R/W 50.0' R/W 40.0' R/W 40.0' R/W 8" WATER 8" SEWER 8.0' P.U.E. 23.58' P.S.E. 10.0' R.E. 23.58' P.S.E. 8.0' P.U.E. 10.0' R.E. Project: Sheet No. Job No. Call at least two full working days before you begin excavation. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602)263-1100 Designer: Drawn by: w w w . e p s g r o u p i n c . c o m T:480.503.2250 F:480.503.2258 1130 N. Alma School Rd., Ste. 120 | Mesa, AZ 85210 19-0254 Fulton Homes Enclave (S2020003) NWC of Indian School Road and Perryville Road Maricopa County JH DCH 19-0254 of 9 FEBRUARY 17, 2020 - 1ST PRELIMINARY PLAT SUB. MAY 16, 2020 - 2ND PRELIMINARY PLAT SUB. JULY 31, 2020 - 3RD PRELIMINARY PLAT SUB. 5 PP04 PRELIMINARY PLAT 60 0 60 120 scale feet KEY MAP SHEET PP02 SHEET PP03 SHEET PP05 SHEET PP06 SHEET PP07 N.T.S. SHEET PP02 SHEET PP02 SHEET PP03 MATCHLINE MATCHLINE SHEET PP06 SHEET PP06 SHEET PP07 SHEET PP05 SHEET PP05 MATCHLINE ARTERIAL TO ARTERIAL INTERSECTIONS N.T.S. ALL OTHER INTERSECTIONS N.T.S. 25' R/W 25' SIGHT VISIBILITY TRIANGLE PER MCZO ART. 1111.4.1 R/W R/W R/W R20' 25' 25' SIGHT VISIBILITY TRIANGLE PER MCZO ART. 1111.4.1 R25' R/W P.U.E. RIGHT-OF-WAY PUBLIC UTILITY EASEMENT STREET CENTERLINE STREET RIGHT-OF-WAY PUBLIC UTILITY EASEMENT LOT LINE SEWER LINE WATER LINE FIRE HYDRANT MANHOLE LEGEND S.V.T. SIGHT VISIBILITY TRIANGLE BCF BCHH BRASS CAP FLUSH BRASS CAP IN HANDHOLE FD FOUND RB REBAR SFNF SEARCHED FOR, NOTHING FOUND COB CITY OF BUCKEYE COG CITY OF GOODYEAR MCDOT MARICOPA COUNTY DEPT. OF TRANSPORTATION VEHICLE NON-ACCESS EASEMENT V.N.A.E. VEHICLE NON-ACCESS EASEMENT SIGHT VISIBILITY TRIANGLE MCDOT DEPARTURE SIGHT TRIANGLES MCDOT D.S.T. #1 - DEPARTURE SIGHT TRIANGLE PER FIGURE 9.1b OF THE MCDOT ROADWAY DESIGN MANUAL 2020 MCDOT D.S.T. #2 - DEPARTURE SIGHT TRIANGLE PER FIGURE 9.1c OF THE MCDOT ROADWAY DESIGN MANUAL 2020 D.S.T. DEPARTURE SIGHT TRIANGLE R.E. ROADWAY EASEMENT P.S.E. PARKING AND SIDEWALK EASEMENT SCALE: 1 INCH = 60 FEET DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B UGTV UGTV UGTV UGTV UGTV UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UG W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 163 72 73 74 91 92 93 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 300 PERRYVILLE ROAD WESTVIEW DRIVE GLENROSA AVENUE MONTECITO AVENUE ROMA AVENUE TURNEY AVENUE 187TH LANE 187TH LANE 187TH AVENUE 187TH LANE 188TH LANE 188TH LANE 188TH LANE 48.1' L=10.5' 122.3' 58.1' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 125.0' 58.0' 125.0' 58.0' 125.0' 58.0' 125.0' 58.0' 58.0' 125.0' 24.1' L = 2 9 . 8 ' 10.4' 125.0' 58.0' 123.7' L=7.2' 51.0' 58.0' 125.0' 58.0' 58.0' 125.0' 51.0' L=7.2' 123.7' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 9.9' L = 2 9 .2 ' 25.0' 135.6' 68.0' 130.0' 45.0' L=23.9' 68.0' 130.0' 68.0' 10.4' L = 2 9 .8 ' 24.1' 125.0' 58.0' 125.0' 51.0' L=7.2' 123.7' 58.0' 125.0' 58.0' 125.0' 58.0' 125.0' 58.0' 125.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 125.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 125.0' 58.0' 48.1' L=10.5' 122.3' 58.1' 122.3' L=10.5' 48.1' L=7.2' 51.0' 125.0' 58.0' 123.7' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 25.0' L = 2 5 .2 ' 18.5' 115.0' 58.0' L = 3 4 . 8 ' 7.9' 58.0' 115.0' 28.2' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' L=10.5' 122.3' 58.1' 125.0' 48.1' 122.3' L=10.5' 48.1' 125.0' 58.1' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 53.0' 120.0' 125.0' 58.0' 53.0' 120.0' 125.0' 58.0' 53.0' 120.0' 53.0' 120.0' 125.0' 58.0' 125.0' 58.0' 53.0' 120.0' 53.0' 120.0' 125.0' 58.0' 125.0' 58.0' 53.0' 120.0' 53.0' 120.0' 125.0' 58.0' 125.0' 58.0' 53.0' 120.0' 53.0' 120.0' 125.0' 58.0' 125.0' 58.0' 53.0' 120.0' 53.0' 120.0' 125.0' 58.0' 53.0' 120.0' 125.0' 58.0' 125.0' 58.0' 53.0' 120.0' 53.0' 120.0' 125.0' 58.0' 53.0' 120.0' 53.0' 120.0' 125.0' 58.0' 125.0' 58.0' 53.0' 120.0' 53.0' 120.0' 120.0' 125.0' 58.0' 125.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 110.00' 120.75' 880.41' 125.00' 871.16' 115.00' 726.00' 145.16' 217.00' 217.00' 943.00' 380.16' 726.00' 145.16' 300.00' S 0°23'00" W 2637.80' 925.42' S89°37'00"E 1111.16' N0°23'00"E 295.00' N0°23'00"E 295.00' S89°37'00"E 1111.16' N0°23'00"E 300.00' N0°23'00"E 300.00' S89°37'00"E 871.16' N0°23'00"E 434.00' S89°37'00"E 1323.16' S89°37'00"E 871.16' N0°23'00"E 300.00' TRACT A TRACT F TRACT G TRACT H TRACT H TRACT 1 TRACT 1 TRACT I TRACT J TRACT K TRACT L TRACT L TRACT M TRACT N CITY OF GOODYEAR MARICOPA COUNTY CITY LIMIT LINE SEDELLA PARCEL 4A BK. 1158, PG. 25, MCR ZONING: PAD RETENTION RETENTION RETENTION RETENTION RETENTION RETENTION EX. 8.0' UNDERGROUND ELEC. ESMT., 2000-563147, MCR (TO BE ABANDONED) EX. 8.0' UNDERGROUND ELEC. ESMT., 1985-075880, MCR (TO BE ABANDONED) EX. 8.0' UNDERGROUND ELEC. ESMT., 1985-075880, MCR (TO BE ABANDONED) EX. 8.0' UNDERGROUND ELEC. ESMT., 2000-563147, MCR (TO BE ABANDONED) EX. 33.0' HIGHWAY ESMT. 1992-494126, MCR EX. 33.0' HIGHWAY ESMT. 1992-503786, MCR 33.0' DECLARATION OF ROAD, 1991-378173, MCR 33.0' DECLARATION OF ROAD, 1991-378173, MCR EX. 40.0' PUBLIC ROADWAY DKT. 9372, PG. 65, MCR 68.5' R/W 45.0' R/W 45.0' R/W 45.0' R/W 45.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 10.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER 12" WATER 12" WATER OFFSITE SEWER OFFSITE SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER FH (TYP.) FH (TYP.) 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) MCDOT D.S.T. #1 MCDOT D.S.T. #1 MCDOT D.S.T. #2 1115 1120 1120 1115 1115 1125 1125 1125 1120 1115 1115 55.0' R/W 189TH AVENUE Project: Sheet No. Job No. Call at least two full working days before you begin excavation. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602)263-1100 Designer: Drawn by: w w w . e p s g r o u p i n c . c o m T:480.503.2250 F:480.503.2258 1130 N. Alma School Rd., Ste. 120 | Mesa, AZ 85210 19-0254 Fulton Homes Enclave (S2020003) NWC of Indian School Road and Perryville Road Maricopa County JH DCH 19-0254 of 9 FEBRUARY 17, 2020 - 1ST PRELIMINARY PLAT SUB. MAY 16, 2020 - 2ND PRELIMINARY PLAT SUB. JULY 31, 2020 - 3RD PRELIMINARY PLAT SUB. 6 PP05 PRELIMINARY PLAT 60 0 60 120 scale feet KEY MAP SHEET PP01 SHEET PP02 SHEET PP03 SHEET PP05 SHEET PP06 N.T.S. SHEET PP02 SHEET PP03 SHEET PP06 SHEET PP07 SHEET PP04 SHEET PP04 MATCHLINE SHEET PP07 SHEET PP03 MATCHLINE MATCHLINE R/W P.U.E. RIGHT-OF-WAY PUBLIC UTILITY EASEMENT STREET CENTERLINE STREET RIGHT-OF-WAY PUBLIC UTILITY EASEMENT LOT LINE SEWER LINE WATER LINE FIRE HYDRANT MANHOLE LEGEND S.V.T. SIGHT VISIBILITY TRIANGLE BCF BCHH BRASS CAP FLUSH BRASS CAP IN HANDHOLE FD FOUND RB REBAR SFNF SEARCHED FOR, NOTHING FOUND COB CITY OF BUCKEYE COG CITY OF GOODYEAR MCDOT MARICOPA COUNTY DEPT. OF TRANSPORTATION VEHICLE NON-ACCESS EASEMENT V.N.A.E. VEHICLE NON-ACCESS EASEMENT SIGHT VISIBILITY TRIANGLE MCDOT DEPARTURE SIGHT TRIANGLES MCDOT D.S.T. #1 - DEPARTURE SIGHT TRIANGLE PER FIGURE 9.1b OF THE MCDOT ROADWAY DESIGN MANUAL 2020 MCDOT D.S.T. #2 - DEPARTURE SIGHT TRIANGLE PER FIGURE 9.1c OF THE MCDOT ROADWAY DESIGN MANUAL 2020 D.S.T. DEPARTURE SIGHT TRIANGLE ARTERIAL TO ARTERIAL INTERSECTIONS N.T.S. ALL OTHER INTERSECTIONS N.T.S. 25' R/W 25' SIGHT VISIBILITY TRIANGLE PER MCZO ART. 1111.4.1 R/W R/W R/W R20' 25' 25' SIGHT VISIBILITY TRIANGLE PER MCZO ART. 1111.4.1 R25' SCALE: 1 INCH = 60 FEET DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G OH OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W MEN 1 WOMEN 1 FOUNTAIN DRINKING BREEZE COVERED POOL DECK ENTRY COV. COV. POOL EQUIPMENT ENCLOSURE RISER ROOM F.E. COVERED POOL DECK 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 600 601 604 605 606 607 608 609 610 611 612 613 614 615 616 617 618 619 620 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 673 674 675 602 603 622 621 VAN INDIAN SCHOOL ROAD MONTEROSA STREET DEVONSHIRE AVENUE MONTEROSA STREET MACKENZIE DRIVE 189TH AVENUE 189TH DRIVE 190TH DRIVE 190TH DRIVE 68.0' 130.0' 130.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 115.0' 48.0' 68.0' 130.0' 48.0' 115.0' 48.0' 68.0' 130.0' 115.0' 48.0' 68.0' 130.0' 115.0' 48.0' 48.0' 115.0' 48.0' 68.0' 130.0' 115.0' 48.0' 68.0' 130.0' 115.0' 48.0' 115.0' 48.0' 68.0' 130.0' 48.0' 115.0' 48.0' 115.0' 48.0' 68.0' 130.0' 115.0' 48.0' 68.0' 130.0' 48.0' 115.0' 48.0' 68.0' 130.0' 115.0' 48.0' 68.0' 130.0' 115.0' 48.0' 58.1' L=10.5' 127.3' 48.1' 112.3' L=10.5' 38.1' L=10.5' 112.3' 48.1' 115.1' 38.0' 48.0' 115.2' 48.0' 48.0' 115.5' 48.0' 48.0' 115.3' 48.0' 48.0' 115.6' 48.0' 48.0' 115.7' 48.0' 48.0' 115.9' 48.0' 48.0' 115.8' 48.0' 48.0' 116.0' 48.0' 48.0' 116.1' 48.0' 48.0' 117.9' L=13.2' 34.9' 112.3' L=10.5' 38.1' 38.1' L=10.5' 112.3' 48.1' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 115.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 48.0' 115.0' 48.0' 27.6' L = 2 1. 1 ' 119.4' 48.0' 68.1' 130.0' 58.1' L=10.5' 127.3' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.0' 130.0' 68.0' 68.1' 127.3' L=10.5' 58.1' 115.0' 48.0' 115.0' 48.0' 25.0' L=23.9' 120.6' 48.0' 68.1' 48.0' 68.0' 48.0' 68.0' 48.0' 68.0' 48.0' 68.0' 48.0' 68.0' 68.0' 48.0' 48.0' 68.0' 48.0' 48.0' 68.0' 68.0' 48.0' 48.0' 68.0' 68.0' 207.00' 414.39' 430.00' 310.00' 189TH GLEN 102.85' 715.29' 186.99' 207.00' 280.00' 295.00' 145.00' 135.00' 295.00' N 89°20'44" W 2574.20' N 0°30'45" E 2579.82' N 89°20'44" W 2649.31' 75.00' 1,251.13' SOUTH QUARTER CORNER SECTION 21, T2N, R2W FOUND 3" D.O.T. BRASS CAP IN HAND HOLE T2N R2W 14 S21 S28 2012 RLS 26411 N0°23'00"E 310.00' S89°37'00"E 1212.13' N0°23'00"E 575.00' S89°37'00"E 902.29' S89°37'00"E 902.29' N0°23'00"E 575.00' S89°37'00"E 424.00' N0°23'00"E 2629.39' TRACT GG TRACT LL TRACT MM TRACT NN TRACT OO TRACT PP TRACT QQ TRACT RR TRACT SS TRACT TT TRACT TT LITCHFIELD FARMS 2 BK. 587, PG. 28, MCR ZONING: RU-43 APN 502-29-031J SEVEN M INVESTMENTS PV LLC ZONING: R1-35 RETENTION RETENTION EX. 33.0' R/W 2001-940250, MCR EX. 10.0' WATER MAIN ESMT. DKT. 14420, PG. 1216, MCR (TO BE ABANDONED) EX. 8.0' UTILITY ESMT. DKT. 15349, PG. 75, MCR (TO BE ABANDONED) EX. 8.0' UTILITY ESMT. 1992-585671, MCR (TO BE ABANDONED) EX. UTILITY ESMT. 2001-850270, MCR (TO BE ABANDONED) EX. 8.0' UNDERGROUND ELEC. ESMT. 1999-888969A, MCR (TO REMAIN) EX. 100.0' CANAL R/W BK. 193 OF DEEDS, PG. 483 AND BK. 584 OF MAPS, PG.18, MCR EX. 3.0' ELEC. TRANSMISSION ESMT. DKT. 12049, PG.13, MCR EX. 10.0' LICENSE TO USE MWD LANDS, 2003-1058762, MCR 65.0' R/W 45.0' R/W 45.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER 12" WATER 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 12" WATER PROPOSED HEAD-IN PARKING STALLS FH (TYP.) FH (TYP.) TRACT TT 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) MCDOT D.S.T. #1 MCDOT D.S.T. #1 MCDOT D.S.T. #2 1135 1135 1135 1135 1130 1125 1130 1135 1130 1125 1135 1130 40.0' R/W 50.0' R/W 8.0' P.U.E. 23.58' P.S.E. 10.0' R.E. Project: Sheet No. Job No. Call at least two full working days before you begin excavation. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602)263-1100 Designer: Drawn by: w w w . e p s g r o u p i n c . c o m T:480.503.2250 F:480.503.2258 1130 N. Alma School Rd., Ste. 120 | Mesa, AZ 85210 19-0254 Fulton Homes Enclave (S2020003) NWC of Indian School Road and Perryville Road Maricopa County JH DCH 19-0254 of 9 FEBRUARY 17, 2020 - 1ST PRELIMINARY PLAT SUB. MAY 16, 2020 - 2ND PRELIMINARY PLAT SUB. JULY 31, 2020 - 3RD PRELIMINARY PLAT SUB. 7 PP06 PRELIMINARY PLAT 60 0 60 120 scale feet KEY MAP SHEET PP02 SHEET PP03 SHEET PP04 SHEET PP05 SHEET PP07 N.T.S. SHEET PP04 SHEET PP05 SHEET PP07 SHEET PP07 MATCHLINE SHEET PP04 MATCHLINE R/W P.U.E. RIGHT-OF-WAY PUBLIC UTILITY EASEMENT STREET CENTERLINE STREET RIGHT-OF-WAY PUBLIC UTILITY EASEMENT LOT LINE SEWER LINE WATER LINE FIRE HYDRANT MANHOLE LEGEND S.V.T. SIGHT VISIBILITY TRIANGLE BCF BCHH BRASS CAP FLUSH BRASS CAP IN HANDHOLE FD FOUND RB REBAR SFNF SEARCHED FOR, NOTHING FOUND COB CITY OF BUCKEYE COG CITY OF GOODYEAR MCDOT MARICOPA COUNTY DEPT. OF TRANSPORTATION VEHICLE NON-ACCESS EASEMENT V.N.A.E. VEHICLE NON-ACCESS EASEMENT SIGHT VISIBILITY TRIANGLE MCDOT DEPARTURE SIGHT TRIANGLES MCDOT D.S.T. #1 - DEPARTURE SIGHT TRIANGLE PER FIGURE 9.1b OF THE MCDOT ROADWAY DESIGN MANUAL 2020 MCDOT D.S.T. #2 - DEPARTURE SIGHT TRIANGLE PER FIGURE 9.1c OF THE MCDOT ROADWAY DESIGN MANUAL 2020 D.S.T. DEPARTURE SIGHT TRIANGLE ARTERIAL TO ARTERIAL INTERSECTIONS N.T.S. ALL OTHER INTERSECTIONS N.T.S. 25' R/W 25' SIGHT VISIBILITY TRIANGLE PER MCZO ART. 1111.4.1 R/W R/W R/W R20' 25' 25' SIGHT VISIBILITY TRIANGLE PER MCZO ART. 1111.4.1 R25' R.E. ROADWAY EASEMENT P.S.E. PARKING AND SIDEWALK EASEMENT SCALE: 1 INCH = 60 FEET DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B UGT T UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV UGTV OHE OHE G G W W W W W W W W W W W W W W W W W W W W W W W W W W UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W UGT UGT UGT UGT UGT UGT UGT UGT UGT OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE E OHE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EXT. 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 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 2 1 PERRYVILLE ROAD INDIAN SCHOOL ROAD MONTEROSA STREET DEVONSHIRE AVENUE MONTEROSA STREET MACKENZIE DRIVE 187TH LANE 187TH LANE 187TH LANE 188TH LANE 120.0' 50.6' L=2.4' 119.9' 120.0' 53.0' 58.0' 125.0' 125.0' 120.0' 53.0' 58.0' 125.0' 120.0' 53.0' 58.0' 125.0' 120.0' 53.0' 58.0' 125.0' 120.0' 53.0' 58.0' 125.0' 120.0' 53.0' 58.0' 125.0' 120.0' 53.0' 58.0' 125.0' 120.0' 53.0' 58.0' 125.0' 120.0' 53.0' 58.0' 125.0' 120.0' 53.0' 58.0' 125.0' 120.0' 53.0' 58.0' 125.0' 120.0' 53.0' 58.0' 125.0' 120.0' 53.0' 58.0' 125.0' 120.0' 53.0' 58.0' 125.0' 120.0' 53.0' 58.0' 125.0' 119.9' L=2.4' 50.6' 53.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 120.0' 53.0' 120.0' 43.1' L=10.5' 117.3' L=10.5' 43.1' 120.0' 53.1' 117.3' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 58.0' 125.0' 58.0' 53.0' 120.0' 53.0' 58.0' 58.0' 120.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 53.0' 120.0' 53.0' 58.1' 122.3' L=10.5' 48.1' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 58.0' 125.0' 58.0' 125.0' 48.1' L=10.5' 122.3' 58.1' 125.0' 58.0' 125.0' 58.0' 130.0' 68.0' 68.0' 125.0' 58.0' 125.0' 58.0' 53.0' 120.0' 12.8' L = 3 2 .5 ' 15.0' 120.0' 53.0' 120.0' 53.0' 125.0' 130.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 53.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 58.0' 140.00' 150.00' 295.00' 300.00' 871.16' 115.00' 876.16' 110.00' 217.00' N 89°20'44" W 2574.20' S 0°23'00" W 2637.80' N 89°20'44" W 2649.31' 1,323.17' 47.00' 1,335.66' SOUTHEAST CORNER SECTION 21, T2N, R2W FOUND 3" C.O.G. BRASS CAP IN HAND HOLE RLS 22782 N0°23'00"E 300.00' S89°37'00"E 986.16' N0°23'00"E 885.00' S89°37'00"E 986.16' N0°23'00"E 295.00' S89°37'00"E 876.16' N0°23'00"E 290.00' TRACT A TRACT A TRACT A TRACT B TRACT C TRACT D TRACT E TRACT F TRACT G TRACT H CITY OF GOODYEAR MARICOPA COUNTY CITY LIMIT LINE APN 502-30-004S 7220 HAYNE BLVD LLC ZONING: PAD LITCHFIELD FARMS 2 BK. 587, PG. 28, MCR ZONING: RU-43 RETENTION RETENTION RETENTION EX. 33.0' R/W 2001-940250, MCR EX. 33.0' HIGHWAY ESMT. 1992-494126, MCR 33.0' DECLARATION OF ROAD, 1991-378173, MCR 65.0' R/W 55.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 50.0' R/W 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 10.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8.0' P.U.E. 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER OFFSITE SEWER 8" WATER 8" SEWER 8" WATER 8" SEWER FH (TYP.) FH (TYP.) MAX. 4 DU/AC MAX. 2 DU/AC LUKE AFB GRADUATED DENSITY CONCEPT BOUNDARY LINE TRACT A 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 1.0' V.N.A.E. 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) 25' x 25' S.V.T. (TYP.) MCDOT D.S.T. #1 1120 1120 1115 1115 1115 1110 1110 1 TRACT UU 59.5' R/W Project: Sheet No. Job No. Call at least two full working days before you begin excavation. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602)263-1100 Designer: Drawn by: w w w . e p s g r o u p i n c . c o m T:480.503.2250 F:480.503.2258 1130 N. Alma School Rd., Ste. 120 | Mesa, AZ 85210 19-0254 Fulton Homes Enclave (S2020003) NWC of Indian School Road and Perryville Road Maricopa County JH DCH 19-0254 of 9 FEBRUARY 17, 2020 - 1ST PRELIMINARY PLAT SUB. MAY 16, 2020 - 2ND PRELIMINARY PLAT SUB. JULY 31, 2020 - 3RD PRELIMINARY PLAT SUB. 8 PP07 PRELIMINARY PLAT 60 0 60 120 scale feet KEY MAP SHEET PP02 SHEET PP03 SHEET PP04 SHEET PP06 SHEET PP05 N.T.S. SHEET PP04 SHEET PP05 SHEET PP06 SHEET PP05 MATCHLINE SHEET PP06 MATCHLINE ARTERIAL TO ARTERIAL INTERSECTIONS N.T.S. ALL OTHER INTERSECTIONS N.T.S. 25' R/W 25' SIGHT VISIBILITY TRIANGLE PER MCZO ART. 1111.4.1 R/W R/W R/W R20' 25' 25' SIGHT VISIBILITY TRIANGLE PER MCZO ART. 1111.4.1 R25' R/W P.U.E. RIGHT-OF-WAY PUBLIC UTILITY EASEMENT STREET CENTERLINE STREET RIGHT-OF-WAY PUBLIC UTILITY EASEMENT LOT LINE SEWER LINE WATER LINE FIRE HYDRANT MANHOLE LEGEND S.V.T. SIGHT VISIBILITY TRIANGLE BCF BCHH BRASS CAP FLUSH BRASS CAP IN HANDHOLE FD FOUND RB REBAR SFNF SEARCHED FOR, NOTHING FOUND COB CITY OF BUCKEYE COG CITY OF GOODYEAR MCDOT MARICOPA COUNTY DEPT. OF TRANSPORTATION VEHICLE NON-ACCESS EASEMENT V.N.A.E. VEHICLE NON-ACCESS EASEMENT SIGHT VISIBILITY TRIANGLE MCDOT DEPARTURE SIGHT TRIANGLES MCDOT D.S.T. #1 - DEPARTURE SIGHT TRIANGLE PER FIGURE 9.1b OF THE MCDOT ROADWAY DESIGN MANUAL 2020 MCDOT D.S.T. #2 - DEPARTURE SIGHT TRIANGLE PER FIGURE 9.1c OF THE MCDOT ROADWAY DESIGN MANUAL 2020 D.S.T. DEPARTURE SIGHT TRIANGLE R.E. ROADWAY EASEMENT P.S.E. PARKING AND SIDEWALK EASEMENT SCALE: 1 INCH = 60 FEET DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B EXT. EXT. MEN 1 WOMEN 1 FOUNTAIN DRINKING BREEZE COVERED POOL DECK ENTRY COV. COV. POOL EQUIPMENT ENCLOSURE RISER ROOM F.E. COVERED POOL DECK EXT. 163 554 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 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 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 283 284 285 286 287 288 289 290 291 292 293 272 273 274 275 276 277 278 279 280 281 282 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 600 601 604 605 606 607 608 609 610 611 612 613 614 615 616 617 618 619 620 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 673 674 675 326 327 221 222 602 603 328 622 621 2 1 W. Indian School Road N. Perryville Road MONTEROSA STREET MONTEROSA STREET DEVONSHIRE AVENUE DEVONSHIRE AVENUE MONTEROSA STREET MONTEROSA STREET MACKENZIE DRIVE MACKENZIE DRIVE WESTVIEW DRIVE WESTVIEW DRIVE GLENROSA AVENUE GLENROSA AVENUE MONTECITO AVENUE CAMPBELL AVENUE CAMPBELL AVENUE SELLS DRIVE SELLS DRIVE ROMA AVENUE ROMA AVENUE TURNEY AVENUE TURNEY AVENUE MINNEZONA AVENUE 187TH LANE 187TH LANE 187TH LANE 187TH AVENUE 187TH LANE 187TH LANE 187TH LANE 188TH LANE 188TH LANE 188TH LANE 188TH LANE 188TH LANE 189TH AVENUE 189TH DRIVE 189TH DRIVE 189TH DRIVE 190TH DRIVE 190TH DRIVE 190TH DRIVE 190TH DRIVE 190TH DRIVE 189TH GLEN 189TH GLEN 190TH LANE 190TH DRIVE Project: Sheet No. Job No. Call at least two full working days before you begin excavation. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602)263-1100 Designer: Drawn by: w w w . e p s g r o u p i n c . c o m T:480.503.2250 F:480.503.2258 1130 N. Alma School Rd., Ste. 120 | Mesa, AZ 85210 19-0254 Fulton Homes Enclave (S2020003) NWC of Indian School Road and Perryville Road Maricopa County JH DCH 19-0254 of 9 FEBRUARY 17, 2020 - 1ST PRELIMINARY PLAT SUB. MAY 16, 2020 - 2ND PRELIMINARY PLAT SUB. JULY 31, 2020 - 3RD PRELIMINARY PLAT SUB. 120 0 120 240 scale feet PHASING PLAN Phase 1A Phase 1B Phase 2 Phase 3 Phase 4 Phase Line LEGEND 9 PP08 Perryville Road Indian School Road MWD Improvements Phase SCALE: 1 INCH = 120 FEET DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B Exhibit “2” Legal Description for Enclave Future Annexation (On the following pages) DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B EPS Group, Inc. • 1130 N Alma School Road, Suite 120 • Mesa, AZ 85201 Tel (480) 503-2250 • Fax (480) 503-2258 S:\Projects\2019\19-0254\Legal Survey\Legals\19-0254 Enclave - Annex.docx Legal Description Fulton Homes Enclave Annex Job No. 19-0254 May 12, 2020 A portion of East Half of Section 21, Township 2 North, Range 2 West, of the Gila and Salt River Meridian, Maricopa County, Arizona, and more particularly described as follows: COMMENCING at a 3” C.O.G. brass cap in a hand hole at the southeast corner of said Section 21, from which a 3” C.O.G. brass cap in a hand hole at the south quarter corner of said Section 21, bears North 89 degrees 20 minutes 44 seconds West (an assumed bearing) at a distance of 2,649.31 feet; thence North 0 degrees 23 minutes 00 seconds East, along the east line of the Southeast Quarter of said Section 21, 47.16 feet; thence North 89 degrees 37 minutes 00 seconds West, 33.00 feet to a point on the west line of the east 33.00 feet of said Southeast Quarter, said point being the POINT OF BEGINNING; thence North 89 degrees 20 minutes 44 seconds West, along the north line of the south 47.00 feet of said Southeast Quarter, 22.00 feet to a point on the west line of the east 55.00 feet of said Southeast Quarter; thence North 0 degrees 23 minutes 00 seconds East, along said west line, 2,590.54 feet; thence North 0 degrees 23 minutes 02 seconds East, along the west line of the east 55.00 feet of the Northeast Quarter of said Section 21, 329.70 feet to a point on the north line of the South Half of the South Half of the Southeast Quarter of the Northeast Quarter of said Section 21; thence South 89 degrees 35 minutes 36 seconds East, along said north line, 22.00 feet to a point on the west line of the east 33.00 feet of said Northeast Quarter; thence South 0 degrees 23 minutes 02 seconds West, along said west line, 329.69 feet; thence South 0 degrees 23 minutes 00 seconds West, along the west line of the east 33.00 feet of the Southeast Quarter of said Section 21, 2,590.65 feet to the POINT OF BEGINNING. DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B EPS Group, Inc. • 1130 N Alma School Road, Suite 120 • Mesa, AZ 85201 Tel (480) 503-2250 • Fax (480) 503-2258 S:\Projects\2019\19-0254\Legal Survey\Legals\19-0254 Enclave - Annex.docx Containing an area of 64,247 square feet or 1.4749 acres, more or less. DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B ANNEX 64,247 S.F. 1.4749 AC. N.T.S. 1130 N. Alma School Rd. Ste. 120 Mesa, AZ 85201 T:480.503.2250 | F:480.503.2258 www.epsgroupinc.com 19-0254 Fulton Homes Enclave Annex EXHIBIT DocuSign Envelope ID: EDE1A299-AA8C-4335-B4D8-00562735115B