Site Plan

ERED A RCHI
REGIST E R T I F I C A T E N O TECT
C .
ARIZONA PROPANE {20122 }MICHAEL ALAN
HALL
A DA TE S 9/1/26 I G NED: .A .
RI Z O N A , U . S
11210 E. PECOS RD. EXPIRES 3/31/27
LLC
MESA, ARIZONA 85212
404
FIRE DEPARTMENT NOTES PROJECT DIRECTORY PROJECT DATA DRAWING INDEX thereto. SUITE 85004
ARCHITECT,
∂ REQUIRED FIRE APPARATUS ACCESS ROAD DURING CONSTRUCTION OR DEMOLITION. THE ACCESS ROAD SHALL BE A CLIENT: CIVIL ENGINEER: PROJECT ADDRESS: 11210 E. PECOS RD. T1 TITLE SHEET copyright
MINIMUM OF 20 FEET WIDE AND SHALL BE AN ALL-WEATHER DRIVING SURFACE, GRADED TO DRAIN STANDING WATER AND ARIZONA PROPANE DESERT DEVELOPMENT ENGINEERING C1 PRELIMINARY CIVIL COVER SHEET the
ENGINEERED TO BEAR THE IMPOSED LOADS OF FIRE APPARATUS (74,000 lbs/24,000lbs PER AXLE) WHEN ROADS ARE 17251 E. SHEA BLVD. 1000 N. 31ST AVE., SUITE A109 APN: 304-34-929A C2 PRELIMINARY GRADING & DRAINAGE PLAN including
WET. FOR EXAMPLE, A MINIMUM OF SIX (6) INCHES OF ABC COMPACTED TO 90% OVER AN APPROVED BASE WOULD FOUNTAIN HILLS, AZ 85268 PHOENIX, AZ 85051 BASE ALLOWABLE AREA: OFFICE: 9,000 S.F. C3 PRELIMINARY ONSITE PAVING PLAN
MEET THE REQUIRMENT. JUSTIN DAWSON JOHN SHINSKE SHOP: 9,000 S.F. C4 PRELIMINARY OFFSITE PAVING PLAN rights, STREET, 602-909-0212
480-990-2245 602-997-2005 C5 PRELIMINARY UTILITY PLAN ARIZONA
AREA INCREASE FOR SPRINKLERS: OFFICE: 9,000 + 27,000 = 36,000 S.F. reserved
THE ACCESS ROAD SHALL BE EXTENDED TO WITHIN 200 FEET OF ANY COMBUSTIBLE MATERIALS AND/OR ANY LOCATION ARCHITECT: ELECTRICAL ENGINEER: SHOP: 9,000 + 27,000 = 36,000 S.F. A1.1 SITE PLAN
ON THE JOBSITE WHERE ANY PERSON(S) SHALL BE WORKING FOR A MINIMUM OF FOUR (4) CONTINUOUS HOURS IN ANY A2.1 FLOOR PLAN - OFFICE other
DAY. A CLEARLY VISIBLE SIGN MARKED "FIRE DEPARTMENT ACCESS", IN RED LETTERS, SHALL BE PROVIDED AT THE ENTRY MICHAEL 600 N. 4TH A HALL STREET, ARCHITECT SUITE 404 LLC RUSS MW ENGINEERING, MICHAEL LLC BUILDING CODES: 2024 IBC, IEBC, IRC, IECC, IFC, IFGC, IMC, IPC, A2.2 A2.3 FLOOR ENLARGED PLAN PLANS - SHOP and
2023 NEC, 2017 ADA, ICC/ANSI A117.1
TO THE ACCESS ROAD. PHOENIX, AZ 85004 2001 W. ALAMEDA, DR., SUITE 102 A5.1 EXTERIOR ELEVATIONS - OFFICE
MIKE HALL TEMPE, AZ 85282 ZONED: GI (GENERAL INDUSTRIAL) A5.2 EXTERIOR ELEVATIONS - SHOP statutory HALL 4TH
ALL OPEN TRENCHES SHALL HAVE STEEL PLATES CAPABLE OF MAINTAINING THE INTEGRITY OF THE ACCESS ROAD DESIGN 602-258-6048 480-731-5050 A5.3 A7.1 BUILDING SITE WALL SECTIONS & MISC. ELEVATIONS, DETAILS law, PHONE:
WHEN THESE TRENCHES CROSS AN ACCESS ROAD. THESE ACCESS ROADS MAY BE TEMPORARY OR PERMANENT. THIS LANDSCAPE ARCHITECT: SITE AREA: 272,086 S.F. (6.24AC)
POLICY APPLIES ONLY DURING CONSTRUCTION AND/OR DEMOLITION. PERMANENT ACCESS PER THE MESA FIRE CODE GREG FLANAGAN CONSTRUCTION TYPE: OFFICE: VB SPRINKLERED ES1 ELECTRICAL SITE PLAN common PHOENIX,
SHALL BE IN PLACE PRIOR TO ANY FINAL INSPECTION OR CERTIFICATE OF OCCUPANCY. IFC CHAPTER 14. G.K. FLANAGAN ASSOCIATES SHOP: SANDBLAST: VB SPRINKLERED IIB NON-SPRINKLERED ES2 ES3 LIGHT PHOTOMETRIC FIXTURE CUT PLAN SHEETS all A.
4626 N. 44TH STREET retain NORTH
∂ WATER SUPPLY FOR FIRE PROTECTION. AN APPROVED WATER SUPPLY FOR CONSTRUCTION SITE SHALL MEET THE PHOENIX, 602-912-9691 AZ 85018 OCCUPANCY: OFFICE: B L-0 LANDSCAPE COVER shall
REQUIREMENTS OF APPENDIX CHAPTERS B AND C. THE MINIMUM FIRE FLOW REQUIREMENT WHEN CONTRACTOR OR SHOP: S1 L-1 PLANTING PLAN Architect
SANDBLAST: U
DEVELOPER BRINGS COMBUSTIBLE MATERIALS ON SITE IS 1,500 GPM AT 25 PSI. AT LEAST ONE FIRE HYDRANT SHALL The
BE WITHIN 500 FEET OF ANY COMBUSTIBLE MATERIALS AND CAPABLE OF DELIVERING THE MINIMUM FIRE FLOW BUILDING AREA: OFFICE: 5,000 S.F.
REQUIREMENT. THIS HYDRANT OR HYDRANTS MAY BE EITHER TEMPORARY OR PERMANENT AS THE PROJECT SCHEDULE SHOP: SANDBLAST: 11,543 1,520 S.F. S.F. consent. MICHAEL 600
PERMITS.
FLOOR AREA: OFFICE: 4,694 S.F. written
IN ADDITION, THERE ARE TIMES WHEN HYDRANTS AND VALVES MUST BE CLOSED TEMPORARILY FOR REPAIR WORK OR SHOP: SHOP MEZZ. 10,644 899 S.F. S.F. (8%) TOTAL Architects
CONSTRUCTION OF THE WATER SYSTEM. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE NARRATIVE the
WATER SUPPLY IS AVAILABLE AT ALL TIMES. WHEN THE WORK IS COMPLETE, DEVELOPER/CONTRACTOR SHALL MAKE SURE OCCUPANT LOAD: OFFICE: 4,694/150 = 32 without
THAT THE FIRE HYDRANTS ARE ACTIVE AND THE VALVES ARE OPEN. IFC CHAPTER 14. THIS IS A NEW OFFICE AND SHOP BUILDING FOR A PROPANE SHOP: GROUND FLOOR: 10,644/500 = 22 OCC. DRAWN BY: CHECKED BY: PROJECT NUMBER:
COMPANY. THEY SERVE BOTH COMMERCIAL & RESIDENTIAL MEZZ. OFFICE: 190/150 = 2 prohibited MH MH 25026
CUSTOMERS. THE OFFICE IS OPEN TO THE PUBLIC BUT MEZZ. STOR: 709/300 = 3 is
∂ STRUCTURE CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL COMPLY WITH ALL REQUIREMENTS OF IFC CHAPTER 14 TOTAL SHOP: 27 OCC. part
AND NFPA 241. RARELY USED, MOST CUSTOMERS ORDER THEIR PROPANE VIA SANDBLAST: 1,520/200 = 8 in or
PHONE. THEY AVERAGE LESS THAN FIVE CUSTOMERS PER whole
∂ FIRE LANE MARKINGS ARE REQUIRED ON BOTH SIDES OF STREETS LESS THAN 28' IN WIDTH, ON ONE SIDE OF STREET WEEK. THE OFFICE IS OPEN 8:00AM TO 4:30PM. THE SHOP EXITS REQUIRED: OFFICE:1 SHOP: 2 in
FOR WIDTHS GREATER THAN 28' AND LESS THAN 34' AND ARE NOT REQUIRED ON STREETS 34' OR WIDER. FPD 503.3, BUILDING IS FOR MAINTENANCE ON THEIR VEHICLES, THEY method any
503.2.1 PERFORM GENERAL MAINTENANCE SUCH AS OIL CHANGES, EXITS PROVIDED: OFFICE: 3 by
BRAKES AND MISCELLANEOUS REPAIRS AS REQUIRED. THE SHOP: 3
publication
PROPANE ISLAND IN FRONT IS FOR PUBLIC USE. THE ISLAND IS PARKING REQUIRED: OFFICE: 4,694/375 = 12.51 SPACES
MANNED BY AN EMPLOYEE. THERE IS A DOORBELL THAT THE SHOP: 10,644/600 = 17.74 SPACES or
CUSTOMER RINGS AND AN EMPLOYEE COMES OUT TO FILL THE SHOP MEZZ: 899/375 = 2.39 SPACES Reproduction
TOTAL REQUIRED: 32.64 (33) SPACES
PROPANE TANKS, IT IS NOT SELF SERVICE. THE HOURS OF
OPERATION WILL BE 8:00AM TO 4:30PM. TRANSACTIONS ARE PARKING PROVIDED: 38 SPACES Reuse, PROPANE
DONE DIRECTLY AT THE STATION, THE CUSTOMERS DO NOT PLUMBING FIXTURES REQ'D: OFFICE (INCL. MEZZ. OFFICE: 34/25 = 2 use. ROAD 85212
NEED TO COME INTO THE OFFICE TO PAY. THE TANKS IN THE SHOP GROUND FLOOR & STORAGE, SANDBLAST: such to
BACK ARE TO FILL THEIR TRUCKS FOR DELIVERY. THE GATED 33/100 = 1 limited
BACK AREA IS NOT OPEN TO THE PUBLIC AND ONLY TOTAL REQUIRED: 3
expressly
AUTHORIZED EMPLOYEES ARE ALLOWED TO ENTER THIS AREA. PLUMBING FIXTURES PROVIDED: 5 is PECOS
AFTER THE 9/11 ATTACKS HOMELAND SECURITY IS VERY thereof ARIZONA
STRICT REGARDING ANY UNAUTHORIZED PEOPLE ENTERING BUILDING ENVELOPE ENERGY CONSERVATION:
HAZMAT AREAS. THE ONLY AREAS THE PUBLIC IS ALLOWED IS publication E.
AT THE FUELING STATION AND THE ADMINISTRATIVE OFFICE. OFFICE: CMU WALLS W/ R-6 BATT INSUL. ON INTERIOR AND
INSUL. IN ALL UNGROUTED CELLS. and
R-38 BATT. INSUL. AT ROOF prepared 11210 MESA,
is it
SHOP: MIN. R-13 BATT. INSUL. IN WALLS RD. which ARIZONA
MIN. R-19 BATT. INSUL. AT ROOF (R-38 @ OFFICE) PROJECT LOCATION for site
MOUNTAIN original
the
to
PECOS RD. restricted
be
shall
PROJECT LOCATION drawing
SCALE: NTS PROJECT NORTH this
of use REVISIONS:
DEFERRED SUBMITTALS The
FIRE SPRINKLERS, PRE-ENGINEERED METAL BUILDING, PARKING property.
CANOPY, SHADE STRUCTURE AT PROPANE, PRE-FAB WOOD sole
TRUSSES, VEHICLE ENTRY GATES. his
remain
ALL SIGNAGE WILL BE UNDER SEPARATE SUBMITTAL & PERMIT shall
and
PLANNING NOTES ARCHITECT,
SHEET TITLE:
THE APPLICANT HEREBY REPRESENTS THAT THESE CONSTRUCTION HALL
DOCUMENTS COMPLY WITH ALL ZONING APPROVALS, DESIGN REVIEW A.
BOARD APPROVALS, BUILDING AND ENGINEERING STANDARDS AND ALL MICHAEL
APPLICABLE REQUIREMENTS OF THE MESA CITY CODE. THE APPLICANT of
ACKNOWLEDGES AND AGREES ANY DEVIATION FROM OR FAILURE TO property DATE: ISSUED FOR:
SITE LOCATION COMPLY WITH THE REQUIREMENTS OF ANY SUCH APPROVAL OR the 9/1/26 DRB, P&Z
STANDARD WILL RESULT IN THE DENIAL OF CERTIFICATE OF OCCUPANCY and
AND MAY RESULT IN ADDITIONAL PENALTIES AND/OR ENFORCEMENT service
ACTIONS AS PROVIDED IN THE MESA ZONING AND BUILDING CODES. of SHEET
APPROVAL OF THE CONSTRUCTION DOCUMENTS SHALL NOT IMPLY instrument
APPROVAL OF ANY DEVIATION FROM THE PLANS APPROVED AND ZON23-00560
AERIAL STIPULATED BY DESIGN REVIEW BOARD, PLANNING & ZONING BOARD, AND DRB23-00562 an is T1
CITY COUNCIL, OR FROM BUILDING AND ENGINEERING STANDARDS. PRS22-00689 drawing
SCALE: NTS PROJECT NORTH
ANY CONTRACTOR, SUB-CONTRACTOR, AND/OR SUPPLIER IS HEREBY NOTIFIED THAT THIS PROJECT (CONTRACT FOR CONSTRUCTION) MUST COMPLY TO THE ARIZONA REVISED STATUTES (A.R.S. § 32-1181–1188), PROMPT PAYMENT ACT. This

PHOTO 7 PHOTO 5 EASEMENT
ERED A RCHI
S 89°27'16" E 513.27' PHOTO 11 PHOTO 9 REGIST E R T I F I C A T E N TECT
C O .
DRAINAGE {20122 }MICHAEL ALAN
6 12 10 HALL
8 DA 10/4/26
PHOTO 7/16" 13/16" PHOTO 100'-0" A RI TE S I G NED: .A .
DRAINAGE CHANNEL, 13/16" PHOTO 58'-7 Z O N A , U . S
PHOTO SEE CIVIL 101'-4"
67'-11 64'-5 8'-8" 63'-0" 11'-0" 5'-0" 53'-5 3/4"
2'-6" ±13'-7" 20'-0" EXPIRES 3/31/27
24'-0" LLC
3'-0" 3'-0" 3'-0" 6'-0" 3'-0" 3'-0" 3'-0" 226'-5 15/16" 15'-0" 50'-4"
3/4" 16'-0" 8
6"Ø PIPE BOLLARDS
10'-2 2'-6" D.G. ±6'-5" ±10'-0" 404
8x8x16 CMU TO +6'-0", PTD. 8'-0" H. CMU SCRN. OF
6" TO MATCH SITE WALL, SEE 29'-4" WALL PTD. TO MATCH CONC. CURB, 3'-6" W. STL. LIGHT POLES
1% 2/A5.3 SIM. 56'-4 13/16" BLDG., SEE 6/A5.3 SEE CIVIL MAN GATE SEE ELECT. BASIN TO
DRAIN 6" THICK CONC. PAD W/ EDGE
10'-0" SLOPE MED. BROOM FIN. SANDBLAST & SAND SUITE
TO 6" CONC. CURB, SEE CIVIL 76'-8 STORAGE, SEE 7/A2.3 thereto. 85004
7'-6" 50'-8" EXIST. CMU ARCHITECT,
3/8" WALL, PTD. ONE copyright
DG SIDE TO MATCH
NEW WALL the
including
10'-0" 111'-10 13/16" 108'-6 3/8" 71'-0" 150'-0"
rights, STREET, 602-909-0212
ARIZONA
DG reserved
\A1;%%P42'-4 1/32" RECYCLED ASPHALT
CONTRACTION JOINT PAVING other
and
NOTE: ENCLOSURE TO COMPLY W/ MESA DETAILS M-62.01 220'-0" statutory HALL
THRU M-62.04 ROAD SHOP 4TH
528.96' CHANNEL, 220'-0" PHONE:
225'-10 LANDSCAPE/ 5'-0" BUILDING 2 law,
RETENTION WATER CANONS
TRASH ENCLOSURE (MESA) 88'-0" PROPANE TANKS, common
10 CIVIL RAMP & PLATFORM, PHOENIX,
SCALE: 1/8"=1'-0" MESA TRASH ENCLO DRAINAGE 3/32" SEE 1/A2.3 (R) (M)} all A.
SEE retain NORTH
MOUNTAIN DG DG {528.97' 528.98' shall
\A1;16'-0"
Architect
CONC. PADS
FOR EVAP. The
COOLERS
EXPLOSION PROOF consent. MICHAEL 600
11.9' \A1;14.2' POLE LIGHT FIXT., \A1;29'-4"
EX EX TYP. OF 4 written
PVMT PVMT
8'-0" P.U.E. 9" W. RED PAINT STRIPE FOR Architects
55'-0" R.O.W. RECYCLED ASPHALT FIRE TRUCK ACCESS. MIN. CONC. PAD
PAVING DIMENSIONS ARE 20'-0" W. FOR COND. the
W/ 55'-0" OUTSIDE RADIUS & LIGHT FIXT'S. UNIT without
35'-0" INSIDE RADIUS PER DG SEE ELECT. DRAWN BY: CHECKED BY: PROJECT NUMBER:
FPD 503.3, 503.2.1 50'-0" prohibited MH MH 25026
5'-8" is
56'-4 13/16" part
125'-0" 150'-0" 50'-0" 20'-0" 2'-0" 9'-0" in or
PARKING COVER, \A1;125'-0" whole
SEP. DEFERRED 50'-0" DBL. TRASH PAD 1/32" in
SUBMITTAL BY MFR., SEE 10/A1.1 18'-0" 2'-6" method
20'-0" BLDG. 30'-0" SEE ELEV. 1/A5.3 ±42'-4 any
40'-0" SETBACK 30'-0" 82'-0" 72'-0" 105'-6" D.G. by
30'-0" W. ROLLING CONC. CURB, 9'-0" 91'-7 publication
STL. GATE SEE CIVIL 72'-0" or
18'-0" 16'-0" 8 8'-0" H. CMU SCRN. 13/32" Reproduction
28'-0" 13'-10" WALL PTD. TO
31'-8" MATCH BLDG., SEE
56'-4 13/16" 6/A5.3 Reuse, PROPANE
5'-0" ELECT.
LANDSCAPE TRANSFORMER use. ROAD 85212
10'-0" A/C LANDSCAPE 8 such
±36'-4" 19'-4" 19'-4" 30'-0" W. ROLLING ±10'-7" to
SES STL. GATE limited
68'-0" 50'-0" OFFICE expressly
50'-0" 91'-6" 30'-0" 22'-8" 1'-4" PECOS
267'-10 13/32" BUILDING 1 is ARIZONA
8 LANDSCAPE 8 thereof
63'-0" LANDSCAPE 9'-0" SIM. BIKE PKG., A5.3
100'-0" 4 BIKES publication
EMERGENCY SHUT E.
OFF FOR PROPANE 146'-0 7/32" and
111'-4" 6'-0"
8'-0" prepared 11210 MESA,
RECYCLED ASPHALT
186'-8 PAVING LIGHT POLES 6'-0" 56'-9" ENTER 12'-0" is it
SEE ELECT. 18'-0" 16'-0" 13 which ARIZONA
LOADING 8'-0" for
11/16" site
17'-4" 63'-0" 11'-0" 11'-0" 8'-0" 36'-0"
8'-0" H. CMU SCRN. WALL 24'-0" 24'-0" 20'-0" original
PTD. TO MATCH BLDG., SEE 3'-0" 2'-0" 8'-0" 5'-0" 3/32" 153'-0" the
6/A5.3 FOR WALL ELEV. 207'-9 to
FIRE LANE NOTES 20'-0" LOADING 8'-0" restricted
123'-0" 123'-0" RETAIL PROPANE
29'-4" 25'-4" 25'-4" \A1;40'-0" TANK, SEE 9/A2.3 be
FIRE LANE MARKINGS ARE REQUIRED ON BOTH SIDES OF 25'-4" EXIT 12'-0"
STREETS LESS THAN 28' IN WIDTH, ON ONE SIDE OF STREET LANDSCAPE D.G. \A1;25'-4" 25'-5" 72'-6 shall
FOR WIDTHS GREATER THAN 28' AND LESS THAN 34' AND ARE P.U.E. SETBACK CONC. CURB, 123'-0" 7'-0" drawing
NOT REQUIRED ON STREETS 34' OR WIDER. FPD 503.3, SEE CIVIL 3'-0" H. CMU SCRN. 20'-4" 25'-4" 25'-4" 16'-10" 5/8" this
49'-8 8'-0" 15'-0" 66'-0" WALL W/ STUCCO FIN. of
503.2.1 LANDSCAPE/RETENTION TO MATCH BLDG., use REVISIONS:
15/32" TYP., SEE 2/A5.3 50'-0" The
20'-0" property.
4 sole
STONE PIERS,
SEE 6/A5.3 his
PHOTO N 89°27'16" W (R) 514.15' remain
N 89°27'15" W (M) 5'-0" W. CONC. WALK BLDG. 16
W/ MED. BROOM FIN. shall
EDGE OF SETBACK
PAVEMENT, TYP. and
R.O.W. ±167'-10" 20'-0" PHOTO
FINAL SITE PLAN PHOTO 3 PHOTO 1 40'-0" 26'-9" ARCHITECT,
40'-0" 239'-6"
SCALE: 1" = 30'-0" 21017PS PROJECT NORTH 2 PHOTO 13 SHEET TITLE:
65'-0" HALL
0' 40' 80' 120' PECOS ROAD PHOTO 15
PHOTO 14 A.
MICHAEL
EX PVMT 514.65' (R) of
514.70' (M) 1100.71' PHOTO
\A1;14.3' N 89°27'16" W (R) property DATE: ISSUED FOR:
\A1;14.3' EX PVMT N 89°27'15" W (M) 2638.97' (R) the 10/4/26 DRB, P&Z FINAL
2639.02' (M)
and
service
LINE OF SIGHT VISIBILITY of SHEET
TRIANGLES instrument
ZON23-00560
DRB23-00562 an A1.1
is
PRS22-00689
drawing
ANY CONTRACTOR, SUB-CONTRACTOR, AND/OR SUPPLIER IS HEREBY NOTIFIED THAT THIS PROJECT (CONTRACT FOR CONSTRUCTION) MUST COMPLY TO THE ARIZONA REVISED STATUTES (A.R.S. § 32-1181–1188), PROMPT PAYMENT ACT. This