HomeMy WebLinkAboutSD1.2 SITE DETAILS V1�QE
APPROVED
ov2si22
CONC. WALK,
BROOM FINISH
NOTE:
PROVIDE JOINTS AS SHOWN ON
THE PLAN WITH EXPANSION
JOINTS AT NOT MORE THAN 20'-0"
O.C. AND CONTROL JOINTS
WHERE EXPANSION JOINTS ARE
NOT REQUIRED.
TRAFFIC RESISTANT CAULK OVER
TOP OF 1/2" X 4" EXPANSION
JOINT FILLER - HELD DOWN 1/2"
RADIUS
EXPANSIONMINT ` GRANULAR FILL
SAWCUT OR
TOOLED JOINT W/ CONC. WALK,
1/4" RADIUS EDGE BROOM FINISH
SEALANT
CONTROL JOINT ` GRANULAR FILL
SIDEWALK DETAIL
SCALE.• N. T.S.
5'-0" or as
REQUIRED BY CITY
6" RADIUS
t
5°
23°
o,
TA 3„
—PAINT
— CONFORM
DIMENSIONS,
CONFIGURATION, AND
COLORS WITH LOCAL
GOVERNMENTAL
AGENCY AND ADA
GUIDELINES
4" WIDE PAINTED
8" BAR
CENTER OF RAKING
SPACE
ADA PARKING DETAIL
SCALE: N. T.S.
SPLIT FACE CMU
WALL PAINTED TO
CMU WALL CAP
SMOOTH FACE
CMU WALL
PAINTED TO
MATCH MAIN WALL
COLOR
TRASH ENCLOSURE ELEVATION
SCALE.• 3/8"=1'-0"
ollaborative
1119 E. State Street, Suite 120 - Eagle, Idaho 83616 i,.6 p. 208.514.2713 www.alcarchitecture.com
CONCRI
rz
MIN.
RAMP DETAIL
SCALE. N. T.S.
1-z
FIBERGLASS PLATE SIGN
PAINTED ON LETTERS
& CONCEALED FASTENERS.
RESERVED
PARKING
VAN ACCESSIBLE SIGN VAN ACCESSIBLE
AT REQUIRED STALL
�L
2" SQUARE STEEL TUBE
PRIMED & PAINTED
(WHITE)
TAIL -SPAR BOLTED
CONNECTION,(TYP)
0
STEEL SLEEVE
o '
A
s
8" 6 X 18"D CONC FTG.
-
INBED POST INTO CONE7a
w < d
ADA PARKING SIGN
OSCALE: 1 "=1'-0"
SLOPE CONC. PAD
AWAY AT 1/4"/FT. SEE
CIVIL DWGS. FOR GRADES
OTRASH ENCLOSURE PLAN
9 SCALE.• 1/4"=P-0"
TOP VIEW
3'-z 3/8"
2'-11
0'-O"
FINISHED GRADE
Y-0"
CYCLOOPS
NOTE:
CONCRETE FOOTING AND NO. 4
0'-0"
REBAR (BY OTHERS) PER LOCAL
FINISHED GRADE
°
SOIL CONDITIONS. CONSULT
PROJECT ENGINEER FOR EXACT
REQUIREMENTS.
0'-1011)
a
2170-5-E (DIRECT EMBEDMENT)
BIKE RACK DETAIL
OSCALE: N. T.S.
ROUND CONCRETE CAP
PAINT TWO COATS
EXTERIOR ENAMEL
m
6" 6 STANDARD STEEL
PIPE -CONCRETE FILLED
CEMENT WASH SLOPED 1"
ABOVE PAVING
FINISH PAVING
(SEE CIVIL)
aaa� aaa�a -
16"0 CONCRETE
FOUNDATION Ip
I 1
a
NOTE: VERIFY LOCATION OF UNDERGROUND UTILITIES
BEFORE DRILLING FOR CONCRETE FOUNDATIONS
OPIPE BOLLARD
6 SCALE: 3/4"=1'-0"
CMU WALL CAP
(1) #5 REBAR -
GROUT SOLID
(1) #5 REBAR (VERT.) @
32" O.C. - GROUT SOLID
(1) #5 X CONT:
ASPHALT PAVEMENT
CMU WALL WITH
STUCCO TO MATCH
MAIN WALL COLOR
(2) #5 BARS
CONT.
- (2) #5 REBAR
6" CONC. SLAB
OVER 4" COMP.
GRAVEL BASE
13x13-D5xD5
W.W.F.
8" 8" W NOTE: VERIFY LOCATION OF
UNDERGROUND UTILITIES BEFORE
T-0" DRILLING FOR CONCRETE
FOUNDATIONS.
TRASH ENCLOSURE SECTION
1 � SCALE.• 1/2"=1'-0"
OTRASH ENCLOSURE FRONT ELEVATION
7 SCALE: 3/8"=1'-0"
8" CMU, STUCCO---____3' CL OF BOLLARD PIPE SLEEVE HINGE
2 1/2" SQ.X3/16" THK. STL.
TUBE, PAINT
—2 1/2"X2 1/2"X3/16" STL.
2" 3" ANGLE DIAG. BRACE
P. BEYOND
PLAN
6" DIAMETER STEEL
PIPE FILLED W/
22GA. CORR. GALV. SHT.
CONCRETE EMBEDED
MET. SIDING, PAINT
INTO CONCRETE
FOOTING. PAINT
,
2 1/2" SQ.X3/16" THK. STL.
TUBE, PAINT
PIPE SLEEVE HINGE, PAINT
ELEVATION
11 GA TE SUPPORTS
SCALE: 1-1/2"=1'-0"
1850 W. EVERESTV,gULEDGE�TNB�LIo DS
83646
SITELEMNICl G
21 JANUARY 2022
ALC - 21106