Extracted text (via pymupdf)
3755 characters
BM #2
BM #2
SET
MAG NAIL
FOUND IRON
ROD #17278
FOUND
ALUMINUM
CAPPED ROD
#42137
FOUND
ALUMINUM
CAPPED ROD
#42137
LOT 5
LOT 6
LOT 4
LOT 6
OWNER: ZAN
ENTERPRISES LLC
PIN: 102-53-353
OWNER: VAN BUREN 99
PARTNERS LLC
PIN: 102-53-354
OWNER: VAN BUREN 99
PARTNERS LLC
PIN: 102-53-355
OWNER: VAN BUREN 99
PARTNERS LLC
PIN: 102-53-355
99TH AVENUE
LOT 3
14.4'
6
TAKE 5 OIL CHANGE
(3 BAY)
1,700 SF
F.F. ELEV.: 1013.25
HB
HB
HB
R10'
R10'
R10'
R10'
R15'
R9'
R9'
R15'
R15'
57.3'
5'
4.1'
18'
(TYP.)
38.7'
2.1'
10.7'
3'
72'
3.6'
20.9'
R3'
(TYP.)
18'
(TYP.)
26'
26'
7.5'
28.3'
116.1'
18.3'
2'
9.7'
5.5'
8.1'
20'
5'
5.1'
24'
3'
5'
12'
9'
(TYP.)
36'
17.5'
5'
R10'
3.5'
6.4'
R2'
R1'
33.5'
18.5'
7.1'
9'
(TYP.)
25' FRONT
SETBACK
8
LIMITS OF CONSTRUCTION
DIRECTIONAL ARROW
PAINTED WHITE (TYP.)
(REFER TO AZDOT INDEX)
PROPERTY
LINE
TIE-IN TO EXISTING
PAVEMENT
TIE-IN TO
EXISTING
PAVEMENT
PROPOSED
5' WIDE CONCRETE
SIDEWALK
PROPOSED
CROSSWALK
DETECTABLE
WARNING (TYP.)
2' WIDE STOP BAR
PAINTED WHITE W/
STOP SIGN (R1-1) (TYP.)
TIE-IN TO
EXISTING
PAVEMENT
6" DOUBLE YELLOW
STRIPING (4DY40)
(TYP.)
PROPOSED
5' WIDE CONCRETE
SIDEWALK
PROPOSED
12' X 18' ADA
PARKING STALL
W/ 5' ACCESS AISLE
WHEEL STOP
PROPOSED 6
BOLLARDS (TYP.)
PROPOSED
TRANSFORMER PAD
(10' X 10')
TIE-IN TO EXISTING
PAVEMENT
TYPE "A" CURB
PER AZDOT INDEX (TYP.)
HEAVY DUTY DUMPSTER
PAD (SEE DETAIL ON SHEET C510)
PROPERTY LINE
PROPOSED
PYLON SIGN
PROPOSED
9' X18' STANDARD
PARKING STALL
(TYP.)
PROPERTY LINE
LIMITS OF
CONSTRUCTION
TYPE "A" CURB
PER AZDOT
INDEX (TYP.)
PROPERTY LINE
RAMP PER AZDOT
(REFER TO DETAIL
ON SHEET 500)
RAMP PER AZDOT
(REFER TO DETAIL
ON SHEET 500)
PROPOSED
TRASH ENCLOSURE
AND CONCRETE PAD
R2'
5'
62'
R15'
22.9'
24.2'
36'
100.9'
TYPE "A" CURB
PER AZDOT INDEX
126.6'
15.5'
51.8'
16.5'
34.8'
85.9'
TYPE "A" CURB
PER AZDOT INDEX
R2'
R1'
39 LF OF PROPOSED 5' WIDE CONCRETE
SIDEWALK - TIE-IN TO EXISTING
RAMP PER AZDOT
(REFER TO DETAIL
ON SHEET 500)
5'
0
SCALE: 1"=20'
20'
10'
SHEET NO.
DRAWN BY: MJC
CHECKED BY: MM
PROJECT MANAGER: KSH
CAD FILE:
JOB #: 24009627
FILE CODE: ##
SECTION 04 / TWP 1N / RANGE 1E
425 NORTH 99TH AVENUE
TOLLESON
MARICOPA COUNTY, ARIZONA
CONSTRUCTION DOCUMENTS
SITE PLAN
03/18/2025
C100
NOT-ISSUED-FOR-CONSTRUCTION
TAKE 5 EXPRESS OIL CHANGE
DRIVEN BRANDS
SITE DATA£
££££ £
PARCEL IDENTIFICATION NUMBER:
102-53-35
PARCEL AREA:
0.60± AC (26136± S.F.)
GROSS IMPERVIOUS AREA:
EXISTING:
N/A
75PROPOSED:
0.45± AC (19602± S.F.) 75%
ON-SITE SOILS PER USDA NRCS
SOIL SURVEY OF MARICOPA
COUNTY, MAPPED AS:
GLENBAR CLAY LOAM
RIGHT OF WAY AND POSTED SPEED LIMIT:
NORTH 99TH AVENUE - 45 MPH
ZONE:
C2 - GENERAL COMMERCIAL
OVERLAY DISTRICT:
N/A
EXISTING USE:
VACANT
PROPOSED USE:
COMMERCIAL CAR OIL CHANGE
FLOOD ZONE:
X
FEMA MAP:
04013C2160M
DATED:
09/18/2020
SETBACKS
FRONT:
25' (ROW)
SIDE:
0'
REAR:
0'
BUFFER REQUIREMENTS:
FRONT:
25' (ROW)
SIDE:
0'
REAR:
0'
BUILDING SUMMARY££££££££££££££££ £
EXISTING BLDG HEIGHT:
50' MAXIMUM
PROPOSED BLDG HEIGHT:
50' MAXIMUM
PARKING CALCULATION££££££££££££££££ £
REQUIRED:
2 SPACES PER SERVICE BAY IS REQUIRED = 6
SPACES
PROVIDED:
14 SPACES
SERVICES / UTILITY PROVISION£££££££££££££££ £
WATER:
CITY OF TOLLESON
SANITARY SEWER:
CITY OF TOLLESON
ELECTRIC:
SALT RIVER PROJECT (SRP)
STORM WATER MANAGEMENT:
SALT RIVER PROJECT (SRP)
ROAD RIGHT-OF-WAY
PLAN LEGEND
EXISTING FEATURES
PROPOSED IMPROVEMENTS
PROPOSED LIGHT DUTY
CONCRETE
PROPOSED ASPHALT
PROPOSED CONCRETE
SIDEWALK
PROPOSED HEAVY DUTY
CONCRETE
WATER STRUCTURES
STORM STRUCTURES
SANITARY STRUCTURE
PROPROSED PAVERS
DATE
REVISIONS
NOTICE:
C
24 HOUR
EMERGENCY CONTACT
03/20/25
03/20/25
E: