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THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC 1'-2"
ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY Ilk Ilk
INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC
COPYRIGHT @ ALC ARCHITECTURE
FIBERGLASS PLATE
SIGN W/
-iN 5-0" or as PAINTED ON LETTERS
&CONCEALED
REQUIRED BY CITY FASTENERS.
RESERVED
PARKING
17-0" 6" RADIUS PAINT -
6'-6" 4'-0" 6'-6" lo ♦ VAN ACCESSIBLE SIGN VAN ACCESSIBLE
TOP VIEW AT REQUIRED STALL
3'-2 3/8"
CYCLOOPS lo
1'-0"
N
8 CONFORM
2'-11 1/4" 0'-0" — d DIMENSIONS,
FINISHED GRADE I`
> _ CONFIGURATION, AND
c m o
p o COLORS WITH LOCAL
LU
nn rn -(0'-10") ° 8 - s ° o GOVERNMENTAL o
w N o _ 23° AGENCY AND ADA "'
0 rn c' °' GUIDELINES 2" SQUARE STEEL
J - m TUBE PRIMED &
NOTE: � d °
CONCRETE FOOTING AND NO.4 50 d° ° �� b �� PAINTED (WHITE)
REBAR(BY OTHERS)PER LOCAL � d ° ° a ° ° `
SOIL CONDITIONS.CONSULT °
a °
PROJECT ENGINEER FOR EXACT
TAIL-SPAR BOLTED
REQUIREMENTS. 4F 4
CONNECTION, (TYP)
d
2170-5-E (DIRECT EMBEDMENT) ° ° d a 2�
0'-0° d Q d
FINISHED GRADE Q LANDING o d STEEL SLEEVE
3 1 6
4" WIDE PAINTED
3'-0" 8" BAR
8"0 X 18"D CONC. o
E E SPACE NR OF FTG., INBED POST
P
INTO CONC
a
1
2 BIKE RACK DETAIL 11 PEDESTRIAN RAMP DETAIL (DS ADA PARKING DETAIL ADA PARKING SIGN
SCALE. 3/4 — 1-0 SCALE. 3/8 — 1-0 CALE. 1/2 — 1-0 SCALE: 1" = 1'-0"
TRAFFIC RESISTANT CAULK
OVER TOP OF 1/2" X 4"
EXPANSION JOINT FILLER-
1/2" HELD DOWN 1/2"
CONC. WALK,
BROOM FINISH
1/4" TOOLED RADIUS
NOTE:
PROVIDE JOINTS AS
SHOWN ON THE PLAN WITH
EXPANSION JOINTS AT NOT _� _ _ STRUCTURAL'B' DECK FULLY CMU WALL CAP CMU WALL CAP
MORE THAN 20'-0" O.C.
WELDED TO TUBE FRAME,
AND CONTROL JOINTS EXPANSIONJOINT GRANULAR FILL PRIME AND PAINT TO MATCH SPLIT FACE CMU
WHERE EXPANSION JOINTS BUILDING. PAINT TO MATCH
ARE NOT REQUIRED. BUILDING BUILDING
FIELD COLOR
SAWCUT OR
TOOLED JOINT CONC. WALK,
W/ 1/4" RADIUS BROOM FINISH
EDGE 1/8 0 o SMOOTH FACE CMU
SEALANTLE PAINT TO MATCH
BUILDING BUILDING
FIELD COLOR
rz ULI
(2) CANE BOLTS. INSTALL
SECONDARY HOLE TO HOLD
CONTROL JOINT GRANULAR FILL ENCLOSURE DOORS OPEN
WHILE IN USE.
TRASH ENCLOSURE
&IIDE WALK DETAIL &FR
ONT ELEVATION 7 TLE. 1 = 1-0 ALE. 1/2 = 1-0 SCALE.
19'-4" CMU WALL CAP
0
(1) #5 REBAR- N
+-6" CONC. SLAB GROUT SOLID
41
OVER 4" GRAVEL
#5 REBR
8" CMU @)32'" O.C.A GROUT ) co
= 8" CMU PAINT 3 PIPE SLEEVE HINGE
WALL - CDSOLID OF BOLLARD
co ,
2 1/2" SQ.X3/16"THK. STL.
0- _ TUBE, PAINT
p (1) #5 X CONT.
STEEL GATES co
7 N V
SD1,2 — — — 00
ASPHALT PAVEMENT _ e_ _ �?
0 6" CONC. SLAB —
OVER 4" COMP.
N GRAVEL BASE
9 13x13-D5xD5 2 1/2"X2 1/2"X3/16" STL.
W.W.F.
2" 311 ANGLE DIAG. BRACE
SD1.2 TYP BEYOND
iv (2) #5 BARS
6" DIAMETER STEEL .PLAN
PIPE FILLED W/ 22GA. CORR. GALV. SHT.
10 CONT. CONCRETE EMBEDED MET. SIDING, PAINT
SD1.2 INTO CONCRETE
i (2) #5 REBAR FOOTING. PAINT
2 1/2" SQ.X3/16"THK. STL.
TUBE, PAINT
8" 8" 8" NOTE: VERIFY LOCATION OF 6 SLOPE CONC. PAD lo UNDERGROUND UTILITIES PIPE SLEEVE HINGE PAINT
AWAY AT 1/4"/FT. SEE
SD1.2 CIVIL DWGS. FOR GRADES 2'-0" BEFORE DRILLING FOR
CONCRETE FOUNDATIONS.
ELEVATION
TRASH ENCLOSURE PLAN TRASH ENCLOSURE SECTION GATE SUPPORTS
�o SITE DETAILS
8 SCALE: 1/4" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1-1/2" = 1'-0"
AL 1737 S MERIDIAN ROAD
ollaborative DESIGN REVIEW/CZC
1119 E.State Street,Suite 120-Eagle,Idaho 83616 OCTOBER 5, 2022
p. 208.514.2713 www.alcarchitecture.com
a c - 22073
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