Extracted text (via pymupdf)
6389 characters
ADOT ROW CANAL 202 FREEWAY 202 FREEWAY EXIT ENTRANCE EXIT EXISTING DRIVEWAY E. APACHE TRL E. APACHE TRL EXISTING ASPHALT DRIVEWAY 35'-0" EXISTING DRIVEWAY FEC PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PHASE 1 8847 E MAIN ST PHASE 2 8855 E MAIN ST A002 1 PHASE 3 8839 E MAIN ST EXISTING GATE TO REMAIN OPEN DURING OPERATING HOURS EXISTING GATE TO REMAIN OPEN DURING OPERATING HOURS EXISTING GATE TO REMAIN OPEN DURING OPERATING HOURS - AFTER HOURS KEYPAD ACCESS AVAILABLE AT THIS GATE ONLY NEW GATE TO REMAIN OPEN DURING OPERATING HOURS NEW GATE TO REMAIN OPEN DURING OPERATING HOURS AFTER HOURS CUSTOMER PATH OF ACCESS TO ALL PHASES AFTER HOURS CUSTOMER PATH OF ACCESS TO ALL PHASES SIGHT VISIBILITY TRIANGLE PER COM ENGINEERING AND DESIGN STANDARDS SIGHT VISIBILITY TRIANGLE PER COM ENGINEERING AND DESIGN STANDARDS - PLOT DATE 922 N GILBERT RD, STE 103 MESA, AZ 85203 T 480.580.1116 OWNER RV Renovators 8855 E Main St Mesa, AZ 85207 T.480.962-6789 Contact: Monty Germaine PROJECT TEAM ARCHITECT EDIFICE 922 N Gilbert Rd, Ste 103 Mesa, AZ 85203 T.480.580.1116 Contact: Dane Astle 9/29/2025 1:45:59 PM A001 20015 PZ / DR 5TH SUB 09.26.2025 OVERALL SITE PLAN 202 RV VALET STORAGE EXPANSION 8839 E. MAIN STREET MESA, AZ 85207 MONTY GERMAINE 80' 160' 320' 0' 1" = 80'-0" 1 SITE PLAN - OVERALL VICINITY MAP BROADWAY RD ELLSWORTH RD E MAIN ST LOOP 202 UNIVERSITY DR HAWES RD N O Z A , t I D A R a S i e n g d e S U . . A . . A T C E S E R I G A I C F T R I E E R D C T E I T O N E . T H R C . . . . . . . . . . . . . . 05 .30. 25 63655 DANE R. ASTLE # DESCRIPTION DATE ADOT ROW EXISTING DRIVEWAY 296'-8" 449'-2 5/16" EXISTING ASPHALT DRIVEWAY 35'-0" EXISTING DRIVEWAY 35'-0" 50'-0" PROPERTY LINE PROPERTY LINE NEW CONCRETE DRIVEWAY 15'-0" 47'-6" 50'-0" 109'-4" BUILDING A APPROX. 27,000 SF PHASE 3 PHASE 2 14' GARAGE, TYPICAL APPROX. 12,000 SF 9 STORAGE UNITS 26' WIDE X 50' DEEP 14 COVERED STORAGE 14' WIDE X 40' DEEP CANOPY A APPROX. 3,200 SF 18 STORAGE UNITS 15' WIDE X 48' DEEP BUILDING B APPROX. 13,000 SF 277'-4" 102'-0" 6'-0" 88'-0" 50'-8" 40'-0" 42'-6" A201 1 A201 3 A201 4 A201 2 A201 6 A201 5 A201 7 1'-0" 48'-0" 50'-0" 246'-8" 238'-10" STANDARD GRAY 8X8X16 CMU SCREEN WALLS WITH BLACK GROUT 1/4" RAKED JOINTS, TYPICAL EXISTING 5' WIDE SIDEWALK, CURB, AND GUTTER TO REMAIN EXISTING MATURE LANDSCAPING (INSTALLED DURING PHASE 1) TO REMAIN EXISTING RETENTION CULVERT TO REMAIN FROM HYDRANT 69'-0" NEAREST DISTANCE 486'-5" FURTHEST DISTANCE FROM HYDRANT EXISTING FIRE HYDRANT LANE, TYP 20'-0" FIRE ALL 6" CONCRETE CURBS PAINTED RED AND STENCILED WITH 'FIRE LANE - NO PARKING' EXISTING TRASH ENCLOSURE TO REMAIN AND BE SHARED BY THE NEW PHASE WASTE LANE 20'-0" SOLID 35'-0" 55'-0" 50'-0" BACKUP EXISTING OVERHEAD POWER LINES AND POLES TO REMAIN 40.0' 25.9' 40.0' 25.9' 40.0' 25.9' 40.0' 25.9' 12'-4" 16'-0" 18'-4" 32'-8" 24'-8" 25'-2" VEHICULAR MOTORIZED SLIDE GATE - DOUBLE LEAF VEHICULAR MOTORIZED SLIDE GATE - SINGLE LEAF VEHICULAR MOTORIZED SLIDE GATE - SINGLE LEAF A201 8 5'-0" 4'-0" 15'-0" 12'-0" 17'-4" 30'-0" 52'-0" 244'-0" 51'-4 1/8" A200 4 SIGHT VISIBILITY TRIANGLE PER COM ENGINEERING AND DESIGN STANDARDS SIGHT VISIBILITY TRIANGLE PER COM ENGINEERING AND DESIGN STANDARDS 35'-0" 35'-0" INSTALL STUB OUT LINE TO PROPERTY LIMITS IN PREPARATION OF EXTENDING 6" SEWER LINE TO FUTURE SEWER MAIN CONNECTION OPTIONAL RESTROOMS JANITORS CLOSET WITH MOP SINK FIRE RISER ROOM 6'-0" CANOPY B APPROX. 3,700 SF 246'-8 1/2" EXISTING TRANSFORMER TO REMAIN SES TYP 35'-0" TYP 55'-0" OPTIONAL RESTROOMS NEW SEPTIC SYSTEM FUTURE SEWER MAIN EXTENSION 10'-0" HIGH / LOW DRINKING FOUNTAIN - ADA ACCESSIBLE SINGLE OCCUPANCY RESTROOMS ONCE SEWER MAIN IS INSTALLED AND THE CITY REQUESTS CONNECTION, THE SEPTIC SYSTEM WILL BE BYPASSED AND THE CONNECTION WILL BE MADE - PLOT DATE 922 N GILBERT RD, STE 103 MESA, AZ 85203 T 480.580.1116 OWNER RV Renovators 8855 E Main St Mesa, AZ 85207 T.480.962-6789 Contact: Monty Germaine PROJECT TEAM ARCHITECT EDIFICE 922 N Gilbert Rd, Ste 103 Mesa, AZ 85203 T.480.580.1116 Contact: Dane Astle 9/29/2025 1:46:04 PM A002 20015 PZ / DR 5TH SUB 09.26.2025 EXPANSION SITE PLAN 202 RV VALET STORAGE EXPANSION 8839 E. MAIN STREET MESA, AZ 85207 MONTY GERMAINE 30' 60' 120' 0' 1" = 30'-0" 1 SITE PLAN - PHASE 2 & 3 EXPANSION PROJECT DATA SITE: PARCEL 1 (PHASE 2): PARCEL 2 (PHASE 3): PARCEL 3 (PHASE 1): TOTAL LOT AREA: ZONING: PARCEL 1 (PHASE 2): PARCEL 2 (PHASE 3): PARCEL 3 (PHASE 1): BUILDING OCCUPANCY CLASSIFICATION: ENCLOSED RV / BOAT STORAGE: COVERED RV / BOAT STORAGE: 218-41-280H (121,758 SF / 2.8 ACRES) 218-41-280G (100,233 SF / 2.3 ACRES) 218-41-280J (452,849 SF / 10.4 ACRES) 674,840 SF / 15.5 ACRES GC-PAD GC-PAD GC-PAD S-1 S-1 VICINITY MAP BROADWAY RD ELLSWORTH RD E MAIN ST LOOP 202 UNIVERSITY DR HAWES RD BUILDING TYPE OF CONSTRUCTION: ENCLOSED RV / BOAT STORAGE: COVERED RV / BOAT STORAGE: BUILDING SQUARE FOOTAGE: ENCLOSED RV / BOAT STORAGE: COVERED RV / BOAT STORAGE: TOTAL BUILDING SQUARE FOOTAGE: BUILDING OCCUPANT LOAD: ENCLOSED RV / BOAT STORAGE: COVERED RV / BOAT STORAGE: TOTAL BUILDING OCCUPANTS: SPRINKLED: BUILDING COVERAGE (60% MAX): LOT COVERAGE (80% MAX): OPEN SPACE PROVIDED: REQUIRED PLUMBING: WATER CLOSETS - 1 PER 100: LAVATORIES - 1 PER 100: DRINKING FOUNTAINS - 1 PER 1,000: SERVICE SINK - 1: PROVIDED PLUMBING: WATER CLOSETS: LAVATORIES: DRINKING FOUNTAINS: SERVICE SINK: II-B II-B 52,262 SF 6,583 SF 58,845 SF 52,262 SF / 200 SF = 262 OCC. 6,583 SF / 200 SF = 33 OCC. 295 OCCUPANTS YES 52% (52,262 SF / 100,233 SF) 94% (94,404 SF / 100,233 SF) 6,558 SF 3 WATER CLOSETS 3 LAVATORIES 1 DRINKING FOUNTAIN 1 SERVICE SINK 11 WATER CLOSETS 11 LAVATORIES 1 DRINKING FOUNTAIN 1 SERVICE SINK PARKING: STANDARD VEHICLE PARKING: 18'-0" X 9'-0" STALLS ACCESSIBLE VEHICLE PARKING: 18'-0" X 11'-0" STALLS TOTAL STANDARD AND ACCESIBLE STALLS: RV / BOAT STALLS: ENCLOSED 26'-0" X 50'-0" RV / BOAT STALLS: ENCLOSED 16'-0" X 48'-0" RV / BOAT STALLS: COVERED 14'-0" X 40'-0" RV / BOAT STALLS: TOTAL RV / BOAT STALLS: 3 (PHASE 1) 13 (PHASE 2) 16 (TOTAL) 1 (PHASE 1) 2 (PHASE 2) 3 (TOTAL) 4 (PHASE 1) 15 (PHASE 2) 19 (TOTAL) 9 18 14 41 N O Z A , t I D A R a S i e n g d e S U . . A . . A T C E S E R I G A I C F T R I E E R D C T E I T O N E . T H R C . . . . . . . . . . . . . . 05 .30. 25 63655 DANE R. ASTLE # DESCRIPTION DATE