ADJACENT LOT
NOT IN SCOPE
ADJACENT LOT
NOT IN SCOPE
9 8
4 1
5 5
5 4
2 3
3 3
3 15
15 17
1 1
1 3
10 PROJECT SITE
3,520 SF
MOTEL DR
GOLDEN STATE HWY
PINE ST
9 2
2 15
MAIN
ENTRY/EXIT
DOOR
LOADING/
UNLOADING
DOOR
14 18
19 10
17 16 20
15 24
6 TYP
21 23
23 25
23 17
36'-8"
18 FEET MIN.
12 13
9 2
10 7
1 EXISTING PARKING STALLS2
3 EXISTING DRIVE AISLE4
5 6
7 EXISTING LANDSCAPING
EXISTING DRIVEWAY
EXISTING ACCESSIBLE PATH OF TRAVEL
8 9
10 EXISTING WHEEL STOP
ADDRESS: 1111 MOTEL DR, MERCED CA 95341
APN: 035-101-003 & 035-101-004
TOTAL BUILDING SF: 3,490 SF
PROJECT SUITE GROSS SF: 3,490 SF
CONSTRUCTION TYPE: TYPE V-B
OCCUPANCY GROUP: M OCCUPANCY (MERCANTILE)
ZONING: C-T(THOROUGHFARE COMMERCIAL)
OCCUPANT LOAD: 58
REQUIRED EXIT: TWO
PROPOSED EXIT: TWO
PARKING REQUIREMENTS:
PROJECT INFORMATION
LOT COVERAGE: 15 %
N
1SITE PLAN 1/32"=1'-0
S H E E T
A1.0
SITE PLAN
LOT SIZE: 23,990 SF
11 555 ANTON BLVD. SUITE 150
COSTA MESA, CA. 92626
HESTIA ATELIER
D
G
ESIN|ARCHITECTURE
CUP Number
A
Plan Check Number
HIDENOR I I WA G A M I
CULTURE MERCED ON
MOTEL DRIVE, INC
1111 MOTEL DR,
MERCED, CA 95341
KEYNOTES
VICINITY PLAN
EXISTING PROPERTY LINE
EXISTING ACCESSIBLE PARKING
EXISTING ACCESSIBLE LOADING ZONE
EXISTING PUBLIC SIDEWALK
12 EXISTING PUBLIC RIGHT OF WAY
RETAIL 1 STALL PER 300 SF
3,520 SF/ 300 = 12 STALLS
ACCESSIBLE PARKING
2 STALLS: 26-50 STALLS
PROVIDED:
38 STALLS (12 STALLS REQUIRED & 26 EXTRA STALLS)
4 ACCESSIBLE STALLS (2 STALLS REQUIRED & 2 EXTRA STALLS)
THE PROJECT SITE IS NOT IN A FLOOD ZONE
THE PROJECT DOES NOT REQUIRE FIRE SPRINKLERS
EXISTING BUILDING SIDEWALK
13 EXISTING FENCE GATE
14 EXISTING S.E.S.
15 EXISTING GAS METER
16 PROPOSED ADA PARKING STALL
17 PROPOSED ADA LOADING ZONE
18 PROPOSED ACCESSIBLE PATH OF TRAVEL
19 PROPOSED CHAIN LINK FENCE SECURE DELIVERY ZONE
20 EXISTING FENCE
21 EXISTING POWER POLE WITH OVERHEAD POWERLINE
22 EXISTING RAILING
24 25 GATE TO HAVE A MINIMUM 110° TRAVEL AND EACH
GATE TO HAVE A DROP DOWN PIN
PROPOSED 6' HIGH CMU TRASH ENCLOSURE. INTERIOR
TO HAVE A MINIMUM 8 ' INSIDE CLEARANCE FROM
CURB TO GATE
23 PROPOSED 6" THICK CONCRETE PAD
22 13
22 9
1616
66 TYP
2 EXTRA PARKING STALLS
ATTACHMENT 2