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APN: 220-82-003 KFH CRISMON & HAMPTON LLC ZONING: PEP PAD VAN E D D D D D D D D E E E E E E E E E E E E E E E NW SE NE SW W N S E E D D D E E 376.0' 287.4' 1316.54' 1318.26' N89°55'18"E 892.05' E. HAMPTON AVENUE EX. 40.0' R/W EX. 55.0' R/W CLUBHOUSE (3,806 SF) APN: 220-82-004 MCR SCOTTSDALE LLC ZONING: PEP PAD BELLA ENCANTA BK 1567, PG11, MCR ZONING: RM-2 PAD ARIZONA DEPARTMENT OF TRANSPORTATION (US-60) EX. 1.0' VNAE PER BK 1528,PG 6, MCR EX. 8.0' POWER DISTRIBUTION EASEMENT PER DOC 2021-0706308, MCR DOC 2021-1105044, MCR (TO BE ABANDONED) EX. 8.0' POWER DISTRIBUTION ESMT PER DOC 2020-1000702, MCR EX. 8.0' POWER DISTRIBUTION EASEMENT PER DOC 2020-1000702, MCR EX. 8.0' POWER DISTRIBUTION ESMT PER DOC 2020-1000702, MCR (TO BE RELOCATED) EX. 1.0' VNAE PER BK 1528, PG 6, MCR EX. 10.0' PUFE PER BK 1528, PG 6, MCR EX. 31.0' INGRESS/EGRESS & PUFE PER BK 1528, PG 6, MCR EX. 31.0' INGRESS/EGRESS & PUFE PER BK 1528, PG 6, MCR EX. DRAINAGE ESMT PER BK 1528, PG 6, MCR (TO BE ABANDONED) EX. PUFE PER BK 1528, PG 6, MCR EX. PUFE PER BK 1528, PG 6, MCR S89°55'18"W 276.75' N89°55'18"E 275.54' EX. PUFE PER BK 1528, PG 6, MCR EX. PUFE PER BK 1528, PG 6, MCR S89°54'24"W 552.93' S0°12'35"E 663.40' 15.4' DRIVEWAY PER COM DETAILS M-42 REFUSE ENCLOSURE PER COM DETAILS M-1101 - M-1101.5 (TYP.) 10.0' B.S.L. (FREEWAY) 21.5' F/C EX. 20.0' PUFE PER BK 1528, PG 6, MCR (TO BE ABANDONED) EX. 24.0' FIRE LANE & PUFE PER BK 1528, PG 6, MCR (TO BE ABANDONED) EX. FH EX. FH EX. PUEF PER BK 1528, PG 6, MCR (TO BE ABANDONED) EX. CHAIN LINK FENCE 9.0' 18.0' 5.0' S/W EX. FH EX. FH 5.0' S/W 27.0' B/C 27.0' B/C 36.3' EX. WALL EX. TDE PER BK 1528, PG 6, MCR 32.0' 56.5' 4-PLEX (26' x 59') 5-PLEX (26' x 59') 7-PLEX (26' x 59') 3-PLEX (21' x 62.5') 4-PLEX (26' x 59') 23.5' 40.5' 20.0' EXIT ONLY GATE EX. 5.0' S/W 2 7 5.0' S/W 5 2 20.0' F/C EX. 49.1' F/C EX. 6.0' S/W APN: 220-82-004 MCR SCOTTSDALE LLC ZONING: PEP PAD S. CRISMON ROAD EX. 65.0' R/W N0°09'10"W 678.54' 1.27' S0°04'42"E 40.00' AMENITY AREA (SEE L/S PLANS) EX. DRIVEWAY (TO BE REMOVED) EX. DRIVEWAY (TO BE REMOVED) EX. DRIVEWAY (TO BE REMOVED) REFUSE ENCLOSURE PER COM DETAILS M-1101 - M-1101.5 (TYP.) FIRE TURNING RADII (35'/55') TYP. FIRE TURNING RADII (35'/55') TYP. 5.0' S/W EX. 31.0' INGRESS/EGRESS & PUFE PER BK 1528, PG 6, MCR (TO BE ABANDONED) EX. TRANSFORMER (TO BE RELOCATED) SHADED SEATING AREAS (SEE L/S PLANS) APN: 220-80-008D LUKES REWIRING LLC ZONING: PEP PAD EX. STRIPING (TO REMAIN) STAMPED CONCRETE AT PEDESTRIAN CROSSING (TYP.) 12.9' LANE 35.5' 9.0' 39.7' 2 3 1 4-PLEX (26' x 59') 4-PLEX (26' x 59') 4-PLEX (26' x 59') 5-PLEX (26' x 59') 6-PLEX (26' x 59') 4-PLEX (26' x 59') 5-PLEX (26' x 59') 4-PLEX (26' x 59') 5-PLEX (26' x 59') 4 18.0' 5.0' S/W 5.0' S/W 5.0' S/W 3.0' D/W FIRE TURNING RADII (35'/55') TYP. PEDESTRIAN GATE 51.0' F/C 30.0' 5-PLEX (26' x 59') 4-PLEX (26' x 59') 5-PLEX (26' x 59') 30.0' FIRE TURNING RADII (35'/55') TYP. 5.0' S/W FIRE TURNING RADII (35'/55') TYP. 5.0' S/W 1 1 5.0' S/W 2 2 MAILBOX PICK UP 30.7' 20.7' 3.0' D/W 3.0' D/W 3.0' D/W 3.0' D/W 3.0' D/W 3.0' D/W ENTRY GATES 25.0' F/C 27.0' B/C 27.0' B/C 27.0' B/C 27.0' B/C 27.0' B/C PEDESTRIAN GATE 21.0' 27.0' B/C 27.0' B/C 27.0' B/C 15.9' 3.0' D/W 3.0' D/W 3.0' D/W 3.0' D/W 57.8' 37.0' 33.0' 23.5' 6-PLEX (21' x 62.5') STAMPED CONCRETE AT PEDESTRIAN CROSSING (TYP.) 5.0' S/W PERGOLA COURTYARD WALLS DOG PARK 1 2 3 4 5 11 12 13 14 15 16 48 47 46 45 58 59 60 61 62 63 64 65 66 57 56 55 54 53 52 51 50 49 102 101 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 37 44 38 39 40 67 68 69 70 75 76 77 78 79 22 23 24 25 26 43 42 41 71 72 73 74 31 30 29 28 27 36 35 34 33 9 8 7 6 19 20 21 80 81 82 83 84 85 10 32 17 18 6-PLEX (21' x 62.5') 6-PLEX (21' x 62.5') 6-PLEX (21' x 62.5') 5.0' S/W COURTYARD WALLS 16.0' 15.0' 15.0' FH (TYP.) FH (TYP.) FH (TYP.) FH (TYP.) FH (TYP.) 12.0' 12.0' 12.0' 9' X 18' PARKING STALL TYP. 9.0' 18.0' 9' X 18' PARKING STALL TYP. 11' 9' 11' 20.0' P.U.F.E. 20.0' P.U.F.E. 20.0' P.U.F.E. 20.0' P.U.F.E. 20.0' P.U.F.E. 20.0' P.U.F.E. 20.0' P.U.F.E. 20.0' P.U.F.E. 20.0' P.U.F.E. 20.0' P.U.F.E. 20.0' P.U.F.E. 3' x 5.5' WATER METER P.U.F.E., TYP. 10' x 11.5' FH P.U.F.E., TYP. 13.0' 25.0' 25.0' 4 PARKING SPACES FOR COMMERCIAL STAMPED CONCRETE AT DRIVEWAYS (TYP.) PROPOSED SLIDING GATE 55' OUTSIDE / 35' INSIDE TURNING RADII PER COM STD. DTL. M-1101 6.4' ROUNDABOUT DIRECTIONAL SIGNS (ADOT R6-4a) (TYP.) ROUNDABOUT SIGN (ADOT R6-5P) (TYP.) DOG PARK RETENTION RETENTION RETENTION ADA PEDESTRIAN RAMPS WITH HANDRAILS INTO RETENTION BASIN RETAINING WALL WITH HANDRAIL ALONG SIDEWALK ADJACENT BASIN / RECREATION AREA 5.0' S/W 5.0' S/W 5.0' S/W PICKLEBALL COURT TOT LOT Designer: Drawn by: 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 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 Road Suite 120 Mesa, AZ 85201 24-0510 - Crismon & Hampton - Site Plan Crismon & Hampton City of Mesa, AZ DH JAJ 24-0510 of 1 VICINITY MAP N.T.S. SUBJECT SITE CRISMON ROAD BASELINE ROAD SOUTHERN AVENUE ELLSWORTH ROAD SEC 34 T.1 N., R.7 E. feet scale: 1" = 50' 100 50 0 50 US60 HAMPTON AVE 1 SP01 Site Plan GENERAL NOTES 1. LOT DIMENSIONS ARE APPROXIMATE, FINAL LOT DIMENSIONS SHALL BE PER FINAL PLAT. 2. ALL LOCAL STREETS WILL BE CONSTRUCTED TO CITY OF MESA STANDARDS, AS MODIFIED HEREIN. 3. MAINTENANCE OF ALL COMMON AREAS, TRACTS AND LANDSCAPING IN ALL RIGHTS-OF-WAYS ON ALL LOCAL, ARTERIAL AND COLLECTOR ROADWAYS IS THE RESPONSIBILITY OF THE HOME OWNER'S ASSOCIATION. 4. THIS DEVELOPMENT WILL PROVIDE FOR INSTALLATION OF REQUIRED STREET LIGHTS. 5. DRAINAGE CONCEPTS ARE SHOWN ON THE PRELIMINARY GRADING PLAN. 6. ALL LANDSCAPE AND OPEN SPACE CONCEPTS ARE SHOWN ON THE PRELIMINARY LANDSCAPE PLANS. 7. THE IMPROVEMENTS SHOWN ON THIS SITE PLAN WILL NOT BE FULLY APPROVED BY THE CITY AND THE CERTIFICATION OF OCCUPANCY OR ACCEPTANCE WILL NOT BE ISSUED UNTIL THE UTILITY LINE UNDERGROUNDING REQUIREMENT HAS BEEN SATISFIED. 8. ALL RESIDENTIAL UNITS SHALL BE PROVIDED WITH A TRASH VALET SERVICE. UTILITIES WATER CITY OF MESA SEWER CITY OF MESA GAS SOUTHWEST GAS ELECTRIC SALT RIVER PROJECT (SRP) TELEPHONE CENTURY LINK / COX REFUSE CITY OF MESA CABLE TV CENTURY LINK / COX SITE PLAN FOR CRISMON & HAMPTON PROJECT TEAM PLANNER & CIVIL ENGINEER: EPS GROUP, INC. 1130 N. ALMA SCHOOL ROAD, SUITE 120 MESA, ARIZONA 85201 TEL: (480)-503-2250 CONTACT: DAVID HUGHES david.hughes@epsgroupinc.com PROPERTY DEVELOPER: PORTER KYLE 8502 E PRINCESS DRIVE, STE 180 SCOTTSDALE, ARIZONA 85255 CONTACT: MIKE STEPHAN mstephan@porterkyle.com PROJECT DATA A.P.N. 220-82-006; 007 LOCATION: W/SWC CRISMON ROAD & HAMPTON AVENUE EXISTING GENERAL PLAN: URBAN CENTER EXISTING ZONING: PEP PAD PROPOSED ZONING: RM-2 PAD GROSS AREA: 9.11 ACRES (397,006 SF) NET AREA: 8.51 ACRES (370,785 SF) NO. OF LOTS: REAR-LOADED (21' x 62.5') 27 LOTS FRONT-LOADED (26' x 59') 75 LOTS TOTAL 102 LOTS DENSITY: 12.0 DU / NET ACRE MAX. DENSITY: 13.2 DU / NET ACRE GROSS BUILDING AREA: 122,041 SF BUILDING COVERAGE: 32.9% PARKING REQUIRED: RESIDENTIAL 204 SPACES (2 PER UNIT) COMMERCIAL 4 SPACES (1,250 SF) TOTAL 208 SPACES PARKING PROVIDED: GARAGE 204 SPACES VISITOR 30 SPACES ADA 2 SPACES TOTAL 236 SPACES REQUIRED OPEN SPACE: 20,400 SF (200 SF PER UNIT) PROVIDED OPEN SPACE: COMMON OPEN SPACE 78,066 SF (765 SF PER UNIT) PRIVATE OPEN SPACE 33,089 SF (324 SF PER UNIT) TOTAL 111,155 SF (1,090 SF PER UNIT) PROPOSED RM-2 PAD DEVIATIONS REAR-LOADED UNITS (21' x 62.5') (LOTS 1-21 & 80-85) MIN. LOT AREA 1,333 SF MIN. LOT WIDTH 21' MIN. LOT DEPTH 62' MIN. FRONT SETBACK 13' (LIVABLE) / 9' (PATIO) MIN. REAR SETBACK 0' (LIVABLE) / 3' (FACE OF GARAGE) MIN. SIDE SETBACK (END UNITS) 0' FRONT-LOADED UNITS (26' x 59') (LOTS 22-79 & 86-102) MIN. LOT AREA 1,534 SF MIN. LOT WIDTH 26' MIN. LOT DEPTH 59' MIN. FRONT SETBACK 0' (LIVABLE) / 3' (FACE OF GARAGE) MIN. REAR SETBACK 11' (LIVABLE) / 6' (PATIO) MIN. FREEWAY SETBACK (SOUTH) 15' (LIVABLE) / 10' (PATIO) MIN. SIDE SETBACK (END UNITS) 0' MAX. BUILDING COVERAGE PER LOT 70% MAX. LOT COVERAGE PER LOT 84% MAX. FRONT YARD PAVED SURFACE 70% MIN. COVERED PRIVATE OPEN SPACE 15% A PORTION OF SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 34, TOWNSHIP 1 NORTH, RANGE 7 EAST OF THE GILA AND SALT RIVER MERIDIAN, CITY OF MESA, MARICOPA COUNTY, ARIZONA MARCH 14, 2025 - 1ST SITE PLAN SUBMITTAL EAST QUARTER CORNER OF SECTION 34, T.1N, R.7E ADOT BRASS CAP FLUSH NORTHEAST CORNER OF SECTION 34, T.1N, R.7E FND MCDOT BRASS CAP IN A HANDHOLE FND BRASS CAP IN A HANDHOLE 1.72' SOUTH OF CALCULATED INTERSECTION. LANDSCAPE ARCHITECT: ADAMSON GROUP 535 E. MCKELLIPS ROAD, SUITE 131 MESA, ARIZONA 85203 TEL: (602)-997-9093 CONTACT: NICK ADAMSON, RLA nick@adamsongroupaz.com ATTORNEY: RAY LAW FIRM 2325 E CAMELBACK ROAD, STE 400 PHOENIX, ARIZONA 85016 TEL: (602)-536-8983 CONTACT: BRENNAN RAY bray@raylawaz.com AUGUST 11, 2025 - 2ND SITE PLAN SUBMITTAL Or Preliminary Construction Not For Recording Or Preliminary Construction Not For Recording OCTOBER 8, 2025 - 3RD SITE PLAN SUBMITTAL NOVEMBER 3, 2025 - 4TH SITE PLAN SUBMITTAL DECEMBER 1, 2025 - 5TH SITE PLAN SUBMITTAL E 27.0' B/C 20.0' P.U.F.E. 8" WATER LINE 8" SEWER LINE FIRE TURN RADII (35' INSIDE / 55' OUTSIDE) 1130 N. Alma School Rd Suite 120 Mesa, AZ 85201 T:480.503.2250 | F:480.503.2258 www.epsgroupinc.com The Lincoln 24-0510 Front Loaded Unit Enlargement 5 scale 10 feet 0 LEGEND BUILDING FOOTPRINT ASPHALT CONCRETE STAMPED CONCRETE DECOMPOSED GRANITE WATER METER