HomeMy WebLinkAboutAS100 01 ARCHITECTURAL SITE KEY P.pdfFUEL CANOPY
TRASH ENCLOSURE (LOCATE
PER SITE CIVIL PLANS)
AS100
A
GETGO # 3557
GREASE INTERCEPTOR
(REFER TO PLBG. DWGS.
AND STRUCT. DWGS. FOR
CONC. SLAB ON GRADE)
REFERENCE FUEL
CONSTRUCTION DOCUMENTS
AND FUEL CANOPY DESIGN FOR
CONSTRUCTION DETAILS.
CONSTRUCTION SHALL BE
COORDINATED WITH CIVIL
DOCUMENTS.
PRIMARY FUEL E-STOP
MOUNTED ON BUILDING,
REFER TO FUEL DRAWINGS PROPOSED SIGNAGE FOR
DESIGNATION OF THE NEW
CURBSIDE EXPRESS
PARKING SPACES.
(TYPICAL AT 2 LOCATIONS)
PROPOSED PAINTED
GRAPHICS
ON ASPHALT SURFACE FOR
DESIGNATION OF THE NEW
CURBSIDE EXPRESS
PARKING SPACES
(TYPICAL AT 2 LOCATIONS)
CURBSIDE LOCKER
TOTES - REFER TO
AS101 FOR LAYOUT
(TYPICAL OF 3)
16
'
-
8
"
1'-0"1'-0"
CL
SL
O
P
E
S
L
A
B
MA
X
.
1
/
8
"
F
T
.
6"EQUAL EQUAL EQUAL EQUAL EQUAL 6"
CL
6"
C L
AS100
2
AS100
1
8"
C L
6" STEEL BOLLARD
WITH SLEEVE, TYP.
(REFER TO 6/A202)
22'-4"
10'-912"10'-912"
25'-4"
1 PAIR GATES - EQUAL WIDTH
8"
C L
3"
AS100
3
CL CL CL
CL CL CL CL CL
1 PAIR GATES - EQUAL WIDTH 12
'
-
0
"
CO
O
R
D
.
W
I
T
H
C
I
V
I
L
D
W
G
S
.
1'
-
0
"
1'-0"1'-0"
3 EQUAL SPACES
CONC. SLAB ON GRADE
(REFER TO STRUCT. DWGS.)
CL CL
EXTENT OF GATE
SWING WITH HOLD
OPEN HINGE (TYP.)
CLEAR
T/C.M.U.
6'-0"
4" FACE
BRICK
2'
-
0
"
12"x 24"
MASONRY
MASONRY
SILL
MASONRY WALL CAP,
REFER TO 5/AS100
4"
3'
-
8
"
4"
17
12
1
3
NOTE:
REFER TO DRAWING A301 FOR ELEVATION KEY NOTES.
T/C.M.U.
6'-0"
WOOD COMPOSITE GATES
(TOUGHGATE BY CITYSCAPES,
VERTICAL PVC PLANKS, REDLAND
ROSE COLOR, MADISON STYLE)
4" FACE
BRICK
2'
-
0
"
MASONRY WALL CAP,
REFER TO 5/AS100
STAINLESS STEEL
CANE BOLTS, TYP.
AS100
4
HANDLE WITH LATCH
(TYP. @ EACH GATE)
ADJUSTABLE PIPE
HINGE (TYP.)
PIPE HINGE BOLLARD
(PAINTED TO MATCH
GATES)
HOLD OPEN HINGE
(TYP. @ EACH GATE)
MASONRY
SILL
MASONRY WALL CAP,
REFER TO 5/AS100
4"
3'
-
8
"
4"
12"x 24"
MASONRY
1'-2"
1 4 "
3 3
4 "
18"12"18"12"
GROUT TOP
COURSE SOLID
MASONRY WALL
CAP
S.S. PIN CAST INTO
C.M.U. & DRILLED INTO
CAST STONE
GROUT TOP COURSE
SOLID BETWEEN CMU
& CMU VENEER
FACE BRICK
6"
4"
1'-63 8"
CL
1'-0"
5'
-
7
1 2 "
GA
T
E
6'
-
0
"
4"
1 2 "
CM
U
/
B
R
I
C
K
W
A
L
L
5'
-
1
1
1 2 "
1'-2"
SCHEDULE 40 STEEL HINGE
BOLLARD (TYPICAL OF 4).
FILL POST WITH CONCRETE
(PAINT TO MATCH GATE)
3"
4"
WOOD COMPOSITE
GATE WITH HOLD
OPEN HINGES
(TYPICAL)
2"
2'
-
0
"
4"
3'
-
8
"
1'-63 8"
1'-0"LL
8"
3" CLEAR
65 8"
1'-0"
CC
LC
L C
3 1 2 "
4" BRICK
8" CMU
4" CMU
GROUT END
OF WALL
SOLID
STONE CAP (ABOVE)
2'
-
0
"
.
ARCHITECTURAL SITE KEY PLAN
SCALE 1/16" = 1'-0"
AS NOTED
02-26-16
REV.
NO.
SPCR
NO.
4927 EAST 146TH STREET
261 KAPPA DRIVE,
DATE REVISIONS BY
GIANT EAGLE, INC.
PITTSBURGH, PA 15238
2016007.00
01-20-16
CARMEL, IN 46033
02-26-16
02-24-16
A SCALE 1/4" = 1'-0"
PLAN DETAIL - TRASH ENCLOSURE
2 SCALE 1/4" = 1'-0"
ELEVATION - TRASH ENCLOSURE
1 SCALE 1/4" = 1'-0"
ELEVATION - TRASH ENCLOSURE
5 SCALE 3" = 1'-0"
DETAIL - TRASH ENCLOSURE CAST STONE CAP
4 SCALE 1/2" = 1'-0"
DETAIL - HINGE ELEVATION
3 SCALE 1/2" = 1'-0"
DETAIL - HINGE PLAN
1 ---08-10-16 REVISED SIGNAGE
2 ---09-28-16 BULLETIN #5
2
2