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SOUTHERN AVENUE FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL S S W W W W W W W W W W W W W W W W W W W W SS SS SS WATKIN REVOCABLE TRUST 2020-0956708 M.C.R. 2 0 ' R 2 5 ' R 2 5 ' R 2 5 ' R 4 9 'R 22.0' 8.0' 14 12 20' 20' 20' 20' 20' 20' PROPOSED BUILDING 7,689 S.F. EXISTING BUILDING BERM WITHIN LANDSCAPE BUFFER BERM WITHIN LANDSCAPE BUFFER EXISTING BUILDING BICYCLE RACK 3 SPACES EXISTING SIGN EXISTING 8' PUBLIC UTILITY & FACILITIES EASEMENT PER 1999-0232465, M.C.R. EXISTING 20' EASEMENT FOR PUBLIC UTILITY & FACILITY EXISTING STREET LIGHT TO BE RELOCATED PROPOSED DUMPSTER WITH 8' ENCLOSURE. REFER TO M-62 DETAILS BAY DOORS TYP. PROPOSED MEDIAN TO BE CONSTRUCTED BY OTHERS PROPOSED MEDIAN TO BE CONSTRUCTED BY OTHERS EXISTING FIRE HYDRANT TO BE RELOCATED EXISTING SIGN PROPOSED 15' WATER EASEMENT PROPOSED BFR PROPOSED FIRE HYDRANT PROPOSED 24' UTILITY & ACCESS EASEMENT PROPOSED 24' UTILITY & ACCESS EASEMENT PROPOSED 20' SEWER EASEMENT PROPOSED FIRE HYDRANT 8" WATER LINE 8" WATER LINE 8" SEWER LINE 8" SEWER LINE 8" WATER LINE PROPOSED 8" WATER STUB PROPOSED 8" GATE VALVE EXISTING 5' SEWER MANHOLE PROPOSED 4' SEWER MANHOLE PROPOSED 4' SEWER MANHOLE PROPOSED 8" CLEANOUT CONNECT TO EXISTING 8" WATER LINE PROPOSED 6" FIRE LINE PROPOSED 1" DOMESTIC LINE PROPOSED 1" IRRIGATION LINE PROPOSED FDC PROPOSED SIDEWALK RELOCATION 45.0' 59.0' 48.7' 15.0' 30.0' 5.0' 150.0' STORAGE 100.0' TAPER 65.0' ROW TO CENTERLINE 24.0' 32.0' 8.0' 12.0' 9.0' TYP. FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 51.6' 23.5' 36.0' 18.0' 18.0' 15.0' 10.0' 15.0' 15.0' CONNECT TO EXISTING 8" SEWER LINE CONNECT TO EXISTING STORM LINE EXISTING BUILDING PROPOSED MEDIAN TO BE CONSTRUCTED BY OTHERS 75.0' ROW TO CENTERLINE 2 5 ' R 49'R S S S S EXISTING 16" WATER LINE EXISTING 16" WATER LINE EXISTING 8" WATER LINE EXISTING 8" WATER LINE EXISTING 8" SEWER LINE EXISTING 8" WATER LINE EXISTING 8" WATER LINE EXISTING 8" WATER LINE EXISTING 8" STORM LINE EXISTING 8" STORM LINE EXISTING DETENTION OUTFALL 6" SEWER LINE PROPOSED GRATE INLET PROPOSED GRATE INLET PROPOSED 25' SETBACK PROPOSED 5' SETBACK PROPOSED 15' SETBACK PROPOSED 30' SETBACK 158.0' 50.0' LOT 2 1.13 ACRES LOT 1 0.99 ACRES LOT 3 3.76 ACRES 25'R 3 5 'R 35'R 3 5 ' R 25'R 25'R 3 5 'R N0°07'47"W275.53' N0°07'47"W 10.00' S89°52'13"W61.00' N0°04'57"W 43.98' S89°52'13"W 21.23' N8°25'08"W 40.82' N0°01'41"W191.15' S89°52'13"W161.63' S89°52'13"W176.08' N0°07'47"W285.53' S0°07'47"E675.21' S89°52'13"W126.61' N0°01'41"W33.19' ROW LINE 25.0' 10.0' 9.0' 36.0' 50.0' SEE DETAIL 'A' FOR MORE INFORMATION EXISTING 6' MASONRY WALL EXISTING 6' MASONRY WALL EXISTING DETENTION POND 30.0' PROPOSED 8' MASONRY SCREEN WALL FOR LOADING AREA 30° PROPOSED DECOMPOSED GRANITE STRIP W/ TEMPORARY BOULDERS PROPOSED DECOMPOSED GRANITE STRIP W/ TEMPORARY BOULDERS PROPOSED DECOMPOSED GRANITE STRIP W/ TEMPORARY BOULDERS PROPOSED UNDERGROUND DETENTION PROPOSED 8" BLEED OFF LINE SITE VISIBILITY TRIANGLE S89°52'13"W134.89' ORIFICE VALVE SIGNAL BUTTE ROAD SOUTHERN AVENUE MERIDIAN ROAD BROADWAY ROAD FLORIAN AVENUE CENTRAL ARIZONA CANAL SITE VICINITY MAP NOT TO SCALE S W W W W W W W W W W W W W W W W W SS SS W W SS SS DRAWN BY: MD SCALE AS SHOWN DATE MARCH 2025 ACE PROJECT: 01201 SHEET TITLE: PROJECT NAME: NO. REVISIONS DATE BY Monday, July 28, 2025 1:59:09 PM G:\Shared drives\Projects\01201 Sun Auto AZ - Mesa - Southern Signal Butte\CAD\Plan Sheets\Site Plan.dwg SUN AUTO NEC SOUTHERN AVE. & SIGNAL BUTTE RD. MESA, ARIZONA © 2025 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 AZ 25881 0 30' 60' GRAPHIC SCALE 30' N S W E ACCESSIBLE PARKING SYMBOL ACCESSIBLE ROUTE NUMBER OF PARKING SPACES WATER METER FIRE HYDRANT FIRE DEPARTMENT CONNECTION SANITARY SEWER MANHOLE TYPICAL BENCH MARK GAS LINE MARKER LEGEND G TYP. BM S W FDC FH FL FL FIRE LANE PROPOSED SIDEWALK BARRIER FREE RAMP BFR C-2.01 SITE PLAN PROPOSED BFR PROPOSED BFR PROPOSED 5' WIDE TEXTURED & COLORED PAVING (RAISED 3" ABOVE VEHICLE LANE) 5.0' 33.7' 6.0' 6.0' 7.5' 30.0' R25.0' R25.0' DETAIL 'A' SCALE 1:10 PROPOSED 8' MASONRY SCREEN WALL FOR LOADING AREA BIKE RACK DETAIL DECOMPOSED GRANITE W/ BOULDERS TEMP. CURB TEMP. CURB 8'-4 1/2" TO TOP OF BEAM 8" REINFORCED CMU W/ TRUSS TYPE REINFORCING 4" REINFORCED CONCRETE SLAB TURN SLAB EDGE DOWN BOND BEAM METAL COPING TO MATCH ADJACENT WALL COLOR ALL INTERIOR CMU SURFACES PAINTED TO MATCH BUILDING EXTERIOR FINISH AT EXTERIOR BLOCK WALLS TO MATCH BUILDING & TRASH ENCLOSURES 6" DIAMETER STEEL PIPE, CONCRETE FILLED BOLLARDS - PAINTED CONCRETE SLAB WITH REINFORCING TURN SLAB EDGE DOWN 1/2" EXPANSION JOINT W/ SEALANT OR CONTINUOUS SLAB - CONDITIONS MAY VARY - REFER TO SITE PLAN GRADE, MAINTAIN POSITIVE DRAINAGE METAL COPING TO MATCH ADJACENT WALL COLOR NOTE: 1. VERIFY DRAINAGE REQUIREMENTS WITH HEALTH INSPECTOR 2. ADDITIONAL SPACE MAY BE NEEDED FOR RECYCLING. DESIGNER TO COORDINATE REQUIREMENTS WITH OWNER PLAN - EXTERIOR REFUSE RECEPTACLE SCALE 1/4" = 1'-0" SECTION - DOUBLE EXTERIOR REFUSE RECEPTACLE SCALE 1/4" = 1'-0" 8" 8" 6'-4" 3'-0" 1'-4" 10'-8" 10'-0" 12'-6" 12'-6" 3'-0" 3'-0" 7'-0" 3'-0" 3'-0" SLOPE 1/4" PER FOOT AREA OF TRASH RECPT. 10'-0" X 12'-0" CLEAR AREA MIN. SLOPE 1/4" PER FOOT AREA OF TRASH RECPT. 10'-0" X 12'-0" CLEAR AREA MIN. STEEL GATE POST EACH SIDE CONCRETE SLAB WITH REINFORCING 6" MINIMUM TURN SLAB EDGE DOWN JAMB @ REFUSE ENCLOSURE GATE 1-1/2" = 1'-0" TS 8x8 STEEL POST JAMB CMU WALL - 8 x 8 x 16 WEIGHT PRISON HINGES STEEL GATE w/ DOUBLE 7 5/8" EXTERIOR REFUSE AREA SIDE 1'-4" STEEL PIPE BOLLARD 1" = 1'-0" 4" 4'-4" N.T.S. 16" DIA. 6'-0" N.T.S. CONCRETE COVERAGE PROVIDE MINIMUM 4" AROUND STEEL PIPE, TYPICAL T.O. CONCRETE TOP OF PAVING SLAB & HAND DIG CORE-DRILL CONCRETE SPACE FOR FOOTING CONCRETE 8'-0" LONG FILLED WITH 6" DIA. O.D. STEEL PIPE ROUND CONCRETE CAP 6 5 3 ELEVATION SCALE 1/4" = 1'-0" STEEL DOUBLE GATE WITH FULL SWING CANE BOLTS AREA OF TRASH RECPT. 3'-0" 3'-0" 1 2 26'-4" NOTE: REFER TO CIVIL SITE PLAN FOR LOCATION AND ORIENTATION OF DUMPSTER ENCLOSURE CMU WALL, SMOOTH FACE FOR INTERIOR STEEL GATE POST EACH SIDE, 6" DIA 4 DUMPSTER ENCLOSURE ROOF PLAN SCALE 1/4" = 1'-0" 2 A050 4" 24'-0" 3'-0" 3'-0" 10" 24'-0" 26'-4" 13'-4" 8" 8" 6'-0" #5 VERTICAL @ 24" O.C. GROUT SOLID NUOUS GROUT SOLID GROUT STEM TO FINISH GRADE DOWELS TO MATCH AND LAP VERTICAL WALL REINF. ALTERNATE BENDS 2-#5 CONTINUOUS PREPARED SOIL UNDISTURBED OR FOOTING TO BEAR 12" INTO SCORED BOTH SIDES) PAINTED 8x8x16 CMU (CENTER- #5 VERT. CONTROL JOINT AT 20'-0" MAX. O.C. 2-#5 IN 8" BOND BEAM CUT @ JOINTS 8'-0" MAX. 2'-0" 1'-0" 1'-4" 3'-0" STONE CAP 2-#5 REBAR IN GROUTED CELL AT PILASTER CONCRETE FOOTING FINISH GRADE FINISH AND MATERIAL TO MATCH BUILDING 2-#5 IN CONTI- LOADING AREA / TRASH ENCLOSURE 1" = 1'-0" #4 CONT. TYP. WALL DETAIL 7 8'-0" A050 DUMPSTER ENCLOSURE RM NP Sun Devil Auto - Meza, AZ 85208 © COPYRIGHT 2014 PATHANGAY ARCHITECTS, LLC KEY: DRAWN BY: REVIEWED BY: 6/26/2025 2025-05 SHEET TITLE: SHEET NUMBER: DATE: PROJECT NUMBER: pathangay architects 727 E BETHANY HOME RD - SUITE D225 PHOENIX ARIZONA 85014 (P) 602-368-9375 (F) 602-368-9380 EXPIRES 6/30/2028 40833 NAVIN PATHANGAY