Site Plan

KEYNOTES PROJECT INFO
PROJECT NAME: AUTOMOTIVE DETAILING BUILDING
1 TYPICAL ASPHALT PAVING PER GEOTECH REPORT & CIVIL PROJECT ADDRESS: 6133 E. AUTO PARK DR. JOHN MAHONEY
PLANS OWNER: SRZ YUMA LLC
3158 AUTO CENTER CIR, STE E A R C H I T E C T
2 TYPICAL 6" H CONCRETE CURB STOCKTON, CA 95212
AUTOMOTIVE ARCHITECT: JOHN MAHONEY ARCHITECT, LLC 850 W. ELLIOT ROAD #108
3 REFUSE YARD PER CITY OF MESA DETAIL M-62-02.1 - 850 W. ELLIOT ROAD #108
SINGLE TEMPE, ARIZONA 85284
SALES & SERVICE TEMPE, ARIZONA 85284
P 480.345.8457 www.mahoneyarch.com
ZONING: LI PAD
FACILITY 4 BICYCLE PARKING - 3 BIKES (2 LOOPS) PRE-SUBMITTAL CASE NO: PRS26-00018
ZONING CASE NO: ZON26-00454
LI PAD 5 ROLL CURB
GROSS SITE AREA: 200,316 SF (4.60 ACRES)
FLOOR AREA PROVIDED: 4,392 SF
6 CONCRETE SIDEWALK RAMP BUILDING LOT COVERAGE: 4,392 / 200,316 = 2.19% ONLY ONLY
CONSTRUCTION TYPE V-B STRUCTION
7 DECORATIVE CONCRETE ACCESSIBLE ROUTE OF TRAVEL. OCCUPANCY: S-1 MINARY CONSTRUCTION
MIN WIDTH TO BE 5'-0" RUNNING SLOPE SHALL NOT
BUILDING HEIGHT ALLOWED: 40 FEET PRELIMINARY
EXCEED 1:20. CROSS SLOPE SHALL NOT EXCEED 1:50
BUILDING HEIGHT PROVIDED: 24 FEET
SURFACE TO BE FIRM, STABLE AND SLIP RESISTANT.
℄ FOR
LANDSCAPE AREA PROVIDED: 36,789 SF
8 LANDSCAPING LANDSCAPE COVERAGE: 36,798 SF / 200,316 SF =18.34 % NOT
9 ELECTRICAL TRANSFORMER AND CONC UTILITY COMPANY
LOT COVERAGE (PER 11-7-3): 163,513 SF 81.63% (90% ALLOWED)
CONC. PAD BY G.C. TO UTILITY CO. REQUIREMENTS
EXIST DRIVEWAY
AUTO PARK DRIVE EXIST
DRIVEWAY 10 KNOX LOCK BOX NEAR DOOR AT NO HIGHER THAN 60"
30'-0" NEW WAY ABOVE FINISH GRADE. PROVIDE A FULL SET OF KEYS TO LEGAL DESCRIPTION:
24 19 17 OPEN ALL DOORS INSIDE AND OUTSIDE THE BUILDING, TO LOT 7, SUPERSTITION SPRINGS AUTO PARK - UNIT TWO, ACCORDING TO
MULTI-FAMILY 24 17 15 24 DRIVEWAY 14 15 INCLUDE FIRE ALARM PANEL - LABELED AND PLACED BOOK 423 OF MAPS, PAGE 29, RECORDS OF MARICOPA COUNTY, ARIZONA.
EXIST 19 14 AUTO INSIDE KEY BOX
RESIDENTIAL DRIVEWAY 5' 24 ASSESSOR'S PARCEL NUMBER: 141-54-416
N89°11'33"E 219.46' 5'
11 5' X 5' MIN. FIRE RISER ROOM W/ EXTERIOR DOOR
RM-2 8' ESMT ℄ 21' 16' 12' 8 R:319 .17 ' PARKING CALCULATIONS
12' 8 12' L:170.45' Δ: 19
FH(E) 12 30°35'50" 5' 12 3' H. STEEL SECURITY GATE - SEE 6A/A200 - PROVIDE KNOX BUILDING USE AREA PARKING REQUIRED
5' 21' SETBACK 48 5' 5' 5' 8 22 8 BOX PER FIRE DEPT REQUIREMENTS. GATE OPEN DURING
19 16' 18' 20 18' 18 NORMAL BUSINESS HOURS AUTOMOTIVE 4,331S.F. 1/375 SF = 4,355/375 = 12
8 2 30 SERVICE
2 BLDG 9' A500 7 54' 8' 2 9' ROW 13 CONCRETE SIDEWALK
17 8' 40' 5 78' 8' 9' 8 CODE PROVIDED PARKING: 12
8 9' 4' 30'
12' 24' 18' 8' 30' 8' 5' 24'-6" 8' 24' 72'-8" 20 14 VISIBILITY SIGHT TRIANGLE DISPLAY/INVENTORY SPACES (SHOWN DASHED): 399
8' 24' 8' ACCESSIBLE PARKING REQUIRED: 1
15 18' 8' 2 A500 20 ESMT 15 EXISTING STREET CURB, GUTTER AND SIDEWALK ACCESSIBLE PARKING PROVIDED: 1
2 8 2
" 18' 8 6 18' 5 BICYCLE PARKING REQUIRED: 3
Δ:69°21'00 2 22 19 SETBK 16 10'-0" HIGH CMU SCREEN WALL - SEE 5/A200
5' 67 8 10' BICYCLE PARKING PROVIDED: 3 (2 LOOPS)
' 24' 8 5 8' 19'
L:387.32 8 2 18' 9' 8 BLDG 17 EXISTING STREETLIGHT
.00' 8 9' 18' 8 7 8 45' 2 40'
: 320 18 EXISTING ACCESSIBLE SIDEWALK RAMP TO BE
R 8 18' FIRE RECONSTRUCTED TO C.O.M. & ADAAG STANDARDS
24' 72' 8' 8' 5' 6 24' ROUTE 2 24
8' 72' 20' 8' 72' 8' 19 EXISTING CONC LANDSCAPE HEADER
18' 8'
2 8 8 21
20' FIRE ROUTE 20 CONCRETE VEHICLE DISPLAY PAD - 12" MAX ABOVE
18' ADJACENT GRADE
24' 8 18' 24 32 8 8 2 2
19 8' 8 2 8 21 EXISTING CMU WALL (ON ADJACENT PROPERTY)
8 1 18' 10'-6"
7 18'
24 8 18' 22 CONCRETE PAVING DOOR APRON
8' 7
72'
23 W.I. GATE AT EACH END - SEE 6B/A200
1 6 24' 20' FIRE ROUTE FIRE NOTES
8 72' 8' 24' 72' 8' 1 8' 5'-6" 72' 8' 72' 8' 8 24 SECURITY RAIL - SEE DETAIL 29/A510
8 54' 8'
286.49' 1. REQUIRED FIRE APPARATUS ACCESS ROAD DURING CONSTRUCTION OR
2
8' 18' DEMOLITION. THE ACCESS ROAD SHALL BE A MINIMUM OF 20 FEET
18' 46 8 32 2 N7°40'23"E WIDE AND SHALL BE AN ALL-WEATHER DRIVING SURFACE, GRADED TO
8 8 8 2 8 8' 8 DRAIN STANDING WATER AND ENGINEERED TO BEAR THE IMPOSED
8 8
LOADS OF FIRE APPARATUS (74,000 LBS/24,000LBS PER AXLE) WHEN
15 18' 18' AUTOMOTIVE ROADS ARE WET. FOR EXAMPLE, A MINIMUM OF SIX (6) INCHES OF
8' 21
8 ABC COMPACTED TO 90% OVER AN APPROVED BASE WOULD MEET
ESMT SALES & SERVICE THE REQUIREMENT.
72' 2
8 6 24' 1 54' FACILITY 2. THE ACCESS ROAD SHALL BE EXTENDED TO WITHIN 200 FEET OF ANY
5' 8' 45' 8' 72' 8' 24' 72' 8' 72' 8' 72' 8' 8 COMBUSTIBLE MATERIALS AND/OR ANY LOCATION ON THE JOBSITE
45'
LI PAD WHERE ANY PERSON(S) SHALL BE WORKING FOR A MINIMUM OF FOUR
8' (4) CONTINUOUS HOURS IN ANY DAY. A CLEARLY VISIBLE SIGN
2 7 2 18' 2 34'-5" MARKED “FIRE DEPARTMENT ACCESS”, IN RED LETTERS, SHALL BE
8 18' 52 2 8 16 8 8 PROVIDED AT THE ENTRY TO THE ACCESS ROAD.
24' 8'
8 3. ALL OPEN TRENCHES SHALL HAVE STEEL PLATES CAPABLE OF
9' 8 8 8 8 8 8' 8 LIGHT ACCESS MAINTAINING THE INTEGRITY OF THE ACCESS ROAD DESIGN WHEN
101.93' 8 18' 6 & THESE TRENCHES CROSS AN ACCESS ROAD. THESE ACCESS ROADS
9'-912" 8 16 25'-6" 2 MAY BE TEMPORARY OR PERMANENT. THIS POLICY APPLIES ONLY
S19°50'33"W 7 5' 29'-314" FIRE ROUTE 13 13 WALL CROSS EASEMENT DURING CONSTRUCTION AND/OR DEMOLITION. PERMANENT ACCESS
10 22 20' 22 1 22 PER THE MESA FIRE CODE SHALL BE IN PLACE PRIOR TO ANY FINAL
30' ROW 24' 72' 8' 72' 8' 24' 54' 8' 45' 8' 8' REMOVE INSPECTION OR CERTIFICATE OF OCCUPANCY. IFC CHAPTER 14.
8 5' 5' 8 PROPOSED 4. WATER SUPPLY FOR FIRE PROTECTION. AN APPROVED WATER SUPPLY
40' BLDG FOR CONSTRUCTION SITE SHALL MEET THE REQUIREMENTS OF
STBK 2 8 2 8 2 6 3 APPENDIX CHAPTERS B AND C. THE MINIMUM FIRE FLOW
2 8 18' PROPOSED DETAILING BUILDING
8 16 12 8 8 REQUIREMENT WHEN CONTRACTOR OR DEVELOPER BRINGS
5' 8
COMBUSTIBLE MATERIALS ON SITE IS 1,500 GPM AT 25 PSI. AT LEAST
C1 15' 8 8 7' 13 9 21 ENLARGED PARTIAL PLAN ONE FIRE HYDRANT SHALL BE WITHIN 500 FEET OF ANY COMBUSTIBLE
8 8
MATERIAL AND CAPABLE OF DELIVERING THE MINIMUM FIRE FLOW
5' 45'-8" REQUIREMENT. THIS HYDRANT OR HYDRANTS MAY BE EITHER
21 13 8'-11" 23 23 21 BUILDING SETBACK TEMPORARY OR PERMANENT AS THE PROJECT SCHEDULE PERMITS.
FH(E) 5. IN ADDITION, THERE ARE TIMES WHEN HYDRANTS AND VALVES MUST
4 11 BE CLOSED TEMPORARILY FOR REPAIR WORK OR CONSTRUCTION OF BUILDING
THE WATER SYSTEM. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE
FOR ENSURING THAT THE WATER SUPPLY IS AVAILABLE AT ALL TIMES.
AUTOMOTIVE WHEN THE WORK IS COMPLETE, DEVELOPER/CONTRACTOR SHALL
MAKE SURE THAT THE FIRE HYDRANTS ARE ACTIVE AND THE VALVES
SALES & SERVICE ARE OPEN. IFC CHAPTER 14
6. COMPLIANCE IS REQUIRED WITH ALL PROVISIONS AND REQUIREMENTS
FACILITY OF IBC CHAPTER 33, SAFEGUARDS DURING CONSTRUCTION, AND; IFC
CHAPTER 14 AND NFPA 241, FIRE SAFETY DURING CONSTRUCTION
LI PAD
AND DEMOLITION. DETAILING
DRIVE
LEGEND
1" = 30'-0" 85208
SITE PLAN
0 15' 30' 60' FH FIRE HYDRANT (E) DENOTES EXISTING - SEE CIVIL
PARK
LIGHT FIXTURE, LIGHT POLE AND CONCRETE BASE
18'
ARIZONA
AUTO
TYPICAL PARKING STALL (9' X 18') - ALL LINES AUTOMOTIVE
9'
SHALL BE PAINTED
E.
DASHED LINE INDICATE DISPLAY OR INVENTORY
PARKING NOT REQUIRED BY CODE (LINES NOT MESA,
PAINTED) 6133
3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 55'
35'
PROJECT NO.: 2523
26'-8" 26'-8" 26'-8" 26'-8" 26'-8" 9'-11" DENOTES FIRE TRUCK TURNING RADII
ISSUE DATE: 9/02/26
136'-8"
8'-11" 9'-10" 5'-0"
13 13
ACCESSIBLE ROUTE OF TRAVEL RUNNING SLOPE SHALL
2'-10"
27 NOT EXCEED 1:20, CROSS SLOPE SHALL NOT EXCEED
5'-0" A500 1:20 MIN WIDTH SHALL BE 5'-0" SURFACE SHALL BE
4'-0" FIRM, STABLE AND SLIP RESISTANT
SOUTHERN AVE
23'-4"
22'-0" PROPOSED DETAILING BUILDING 5'-0"
6'-11" SITE SUPERSTITION
SPRINGS
5'-0" 45'-10" BLVD.
27 BUILDING SETBACK
11
A500 8'-5" 8'-11"
8
US 60 SITE PLAN
1" = 20'-0"
A100
ENLARGED PARTIAL SITE PLAN VICINITY MAP
0 10' 20' 40'