18019+-+A0+Site+Plan0"
35' CROSS
ACCESS, UTILITY,
SEWER & WATER
EASE.
S 89° 36' 40" E
204.00'
0"
35' CROSS
0"
S 89° 27' 26" E
204.00'
ACCESS, UTILITY,
SEWER & WATER
EASE.
0"
N 00° 23' 20" E
134.78'
18 17 16 15 14 13
9 8 7 6 5 4 3 2 1
11
S 00° 23' 20" W
134.23'
17'-0"
60'-0"
82'-0"
28'-0"
8'-0"
40'-7 19'-0"
1
4"
5'-0" 19'-0" 33'-0"
28'-0"
10'-0"
2'-0"
7'-4"
12
5'-0"
10
20 19
90'-11"
10 EQ. SPACES
12'-0"
88'-21
2"
9 EQ. SPACES
16'-0"
49'-1015
12'-0" 16"
BICYCLE PARKING
9'-0"
TYP.
9'-0"
17'-0"
TYP.
CURB WHERE SHOWN ON
PLANS
4" WIDE STRIPE
LANDSCAPE ISLAND
TYP.
6'-0"
2'-0"
2'-6" 3'-6"
1"
RADIUS 1 1/2"
ABOVE PIPE,
SMOOTH FINISH
FILL w/ CONC.
4"Ø STEEL PIPE
BOLLARD
TOP OF GRADE,
PER SITE PLAN
14"Ø CONCRETE FOOTING
@ 4"Ø BOLLARD or
8"
BUILDING FOOTING PER
STRUCTURAL
12'-0"
6'-0" CONCRETE 12'-0"
APRON
COLORED CONCRETE
MASONRY UNIT
DUMPSTER ENCLOSURE
6" Ø PIPE BOLLARD GATE
POST (PAINT), TIE INTO
CMU BOND BEAM W/ #4
REBAR -24" LONG
L4x4x3/8 STEEL ANGLE
FRAME (BRACE AS
NEEDED) DUMPSTER
GATE w/METAL 'B'
DECKING (PAINT)
MIN. OPENING ANGLE
OF 120°.
6" CONCRETE SLAB
w/WIREMESH
REINFORCING (13x13-d5)
o/6" COMPACTED GRAVEL
BASE
4" Ø PIPE BOLLARD
(PAINT), SEE DETAIL 1/A-0.1
SLOPE
MINIMUM 2"
A
A-0.1
A-0.1 B
7'-4"
1'-4"
50'-0"
CLEARANCE
1'-6"
VERIFY
1'-0"
VERIFY
6" 1'-0" 64"
1'-6"
DEEP
1 1/2" RADIUS AT
ALL (4) CORNERS
HANDICAP PARKING LOGO
COLOR, HEIGHT OF POLE,
DIMENSIONS OF SIGN TO BE
INSTALLED PER
GOVERNMENTAL
REQUIREMENTS
2"x2"x3/16" STEEL TUBE
3/4" CHAMFER
FINISH GRADE, PER
SITE PLAN
8"Ø CONCRETE FOOTING
VAN
ACCESSIBLE INSTALL AT VAN ACCESSIBLE
PARKING STALL
VERIFY w/ CITY
TOP OF SLAB
0'-0"
TOP OF CMU
6'-0"
L4x4x3/8 STEEL ANGLE FRAME
(BRACE AS NEEDED) DUMPSTER
GATE w/METAL 'B' DECKING
PRECAST CONCRETE WALL CAP
TOP OF GATE
5'-10"
7" BARREL HINGE w/GREASE
FITTING, WELD TO GATE
FRAME and BOLLARD
(2) METAL DUMPSTER GATE
HANDLES
24" CANE BOLT, PROVIDE
A RECESSED PIPE SLEEVE
MIN. 6" INTO GROUND
TOP OF FOOTING
-2'-0"
TOP OF SLAB
0'-0"
TOP OF GATE
5'-8"
TOP OF SLAB
0'-2"
TOP OF CMU
6'-0"
COLORED CONCRETE MASONRY
DUMPSTER ENCLOSURE WALL.
REINFORCE W/ #4 REBAR @ 32"
O.C.EACH WAY BOND BEAM AT
TOP.
6" Ø PIPE BOLLARD GATE POST
(PAINT), TIE INTO CMU BOND
BEAM W/ #4 REBAR -24" LONG
FOUNDATION SYSTEM,
CMU WALL ON 16"X8"DEEP
CONCRETE FOOTING.
TOP OF FOOTING
-2'-0"
A-0.1
4
3
2
1
A B C D E F
11/26/2018
PROJECT #:
SHEET NUMBER
DRAWN BY:
CHECKED BY:
SHEET DATA
DATE:
SCALE:
PR
18019
WC
Architecture Planning
Glancey Rockwell & Associates
1257 W River Street, STE 110 Boise, Idaho 83702
(208) 345-0566 (208) 345-1718 Fax (208) 387-0889
office@grboise.com
COPYRIGHT
2018
DESCRIPTION
REVISIONS
OWNER
DATE
4850 N. ELSINORE AVE
DOWDY'S AUTO MERIDIAN
MERIDIAN ,ID 83646
AUTO MECHANICS
SITE / LANDSCAPE PLAN
NORTH SCALE 1" = 20'-0"
SITE NOTES:
1. ASPHALT PAVING - 2 1
2" O/ 4"
COMPACT GRAVEL BASE O/
COMPACT NATIVE MATERIAL.
2. 6" EXTRUDED CONCRETE CURBS.
3. 4" CONCRETE SIDEWALKS.
4. UTILITIES ARE AVAILABLE IN
STREET (FRONTING SITE)
5. PROVIDE SITE ADA SIGNAGE.
6. SITE LIGHTING OFF BUILDING - NO
POLES.
7. STORM WATER DRAINAGE TO BE ON
SURFACE TO A STORM WATER
RETENTION BASIN LOCATED ON
THIS SITE OR ON ADJACENT SITE.
BOLLARD DETAIL
1 SCALE 3/4" = 1'-0"
TRASH ENCLOSURE PLAN
4 SCALE 1/4" = 1'-0"
PARKING STALL DETAIL
2 SCALE 1/8" = 1'-0"
HDCP SIGN DETAIL
3 SCALE 1/8" = 1'-0"
BIKE RACK DETAIL
5 SCALE NTS
TRASH ENCLOSURE ELEVATION
B SCALE 1/4" = 1'-0"
TRASH ENCLOSURE ELEVATION
A SCALE 1/4" = 1'-0"