HomeMy WebLinkAboutCLEANING AUTHORITY SITE DETAILS AS201 V1n i
APPROVED
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eHANDICAP PARKING GROUND SIGNAGE DETAIL
A5201 SCALE: 1"=1'4'
O
O
(3) 4" DIA. CONC.
FILLED PIPE BOLLARD
RE: 12/SD1.2
9
A5201
4" CONC. SLAB
OVER 4" GRAVEL
BASE
PROVIDE HOLES TO
RECEIVE DROP PINS IN
CLOSED POSITION.
STEEL GATES
eTRASH ENCLOSURE PLAN
AS201 SCALE: 1/4"=1'-0"
HEAVY DUTY HINGES AT
12" O.C.
GATE STOP: 3" X 3" X 1/4" X 8"
LONG ANGLE W/ (2) 1/2"DIA. X 3"
LONG EXP. ANCHORS -
L CANE BOLTS (1) PER
GATE LEAF:
'STANLEY' #1009
STRUCTURAL'B' DECK FULLY
WELDED TO TUBE FRAME,
PAINT TO MATCH BUILDING
EXTERIOR METAL
2" X 2" X 1/4" STEEL TUBE
FRAME TRASH ENLCLOSURE
GATE
eGATE JAMB DETAIL
A5201 SCALE: 1"=1'4'
8"X8"X16" CMU WITH PAINTED
SPLIT FACE FINISH, RUNNING
BOND PATTERN.
GROUT CELL SOLID WITH (1)
#5 BAR (VERT.) @ 32" O.C.
(2) 1/2 x 18" DBAs @ 16" O.C.
WITH EMBED TO HSS 6 x 6
(3) #5 BAR (VERT.)
AT END OF WALL
HSS 6 x 6 x q COLUMN,
CONCRETE FILLED, SLOPE TOP
TO DRAIN.
8"X8"X16" CMU WITH
PAINTED SPLIT FACE
FINISH, RUNNING
BOND PATTERN.
3
AS211
SLOPE CONC. PAD
AWAY AT 1/4"/FT. SEE
CIVIL DWGS. FOR GRADES
PROVIDE HOLES TO
RECEIVE DROP PINS IN
OPEN POSITION.
1-0"
(2) 1/4 "° GALV. BOLTS
3" HIGH "HANDICAP BLUE" LETTERING
tO
11�/n
OVER WHITE METAL SIGN BACKGROUND
AT NEW HANDICAP PARKING AREAS
PARKING
(VAN ACCESSIBLE WHERE APPLICABLE)
VAN
ACCESSIBLE
2"X2"X.188" GALV. STEEL TUBE, EXTEND
INTO CONC. FILLED PIPE 2'-0". PROVIDE
w
WELDED WATERTIGHT CAP.
w Q
mFINISHED
CONCRETE, PAVEMENT OR
GRADE.
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NOTE:
EACH PARKING SPACE INTENDED FOR THE
HANDICAPPED SHALL BE IDENTIFIED BY A
PERMANENTLY AFFIXED REFLECTORIZED SIGN
CONSTRUCTED OF PORCELAIN ON STEEL
°
BEADED TEXT, (OR EQUAL), DISPLAYING THE
/
INTERNATIONAL SYMBOL OF ACCESSIBILITY.
THE SIGN SHALL NOT BE SMALLER THAN SQ.
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z
INCHES IN AREA AND SHALL BE CENTEREDD AT
"
THE INTERIOR END OF THE PARKING SPACE AT
MIN. HEIGHT OF 54" FROM THE BOTTOM OF THE
' °v I
SIGN TO THE PARKING SPACE FINISHED GRADE,
L� J
OR CENTERED ON THE WALL AT THE INTERIOR
END OF THE PARKING SPACE AT A MIN.
HEIGHT OF 36" FROM THE FINISHED GRADE,
GROUND OR SIDEWALK. COLORS: BLUE
BACKGROUND, WHITE FIGURE.
SIGNAGE DETAIL
eHANDICAP
A5201 SCALE: 3/4"=V-0"
STRUCTURAL'B' DECK FULLY PRE -CAST CONCRETE CAP.
WELDED TO TUBE FRAME, BASALITE CONCRETE PRODUCTS,
PAINTED. COLOR TO BE SELECTED BY
ARCHITECT.
T.O. CMU
8" CMU WALL
SEE 10/AS201
0'-0'
FT -. SWING LATCH, PAINT
CANE BOLT - DRILL HOLE y
AT SLAB TO RECEIVE
eTRASH ENCLOSURE — FRONT ELEVATION
AS201 SCALE: 3/8"-V-0"
6'
T.O. CMU
0101.
FIN. GRD.
eTRASH ENCLOSURE — REAR ELEVATION
A5201 SCALE: 3/8"=V-0"
6'
T.O. CMU
FIN. GRD.
eTRASH ENCLOSURE — SIDE ELEVATION
AS201 SCALE: 3/8"=V-0"
6" X 6" STEEL COLUMN, I
CONCRETE FILLED, SLOPE TOP
TO DRAIN.
Q4
SD1.2
6-0" 4'-0" 6'-0" �l
RAMP EDGE TO BE FLUSH
WITH ADJACENT PAVEMENT
+ 0'-0"
eHANDICAP SIDEWALK RAMP DETAIL
A5201 SCALE: 1/2"=V-0"
PRE -CAST CONC. OR
CMU CAP
6-0" L-
T.O. CMU
(1) #5 REBAR -
GROUT SOLID
(1) #5 REBAR (VERT.)
@ 32" O.C. - GROUT
SOLID
8" SPLIT FACE
CMU TO MATCH
BUILDING COLOR
(1) #5 X CONT.
1/2" ASPHALT IMPREGNATED
EXPANSION JOINT WITH 1/2" X 1/2"
ELASTOMERIC JOINT FILLER AT TOP
OF JOINT.
6" CONC. SLAB
ASPHALT PAVEMENT OVER 4" COMP.
OR ADJACENT GRAVEL BASE
13x13-D5xD5
FINISH GRADE W.W.F.
0'
FIN. GRD.
� 4
N (2) #5 BARS
CONT.
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(2) #5 REBAR 8" g" g"
2'-0"
N 0 T E: 1. VERIFY LOCATION OF UNDERGROUND
UTILITIES BEFORE DRILLING FOR CONCRETE
FOUNDATIONS.
eWALL SECTION
AS201 SCALE: 3/4"-1'-0"
'RIBBON RACK' #RB 05
PREFAB. STEEL RACK
W/ GALVANIZED FINISH.
PAINT TO MATCH
BUILDING EXTERIOR METAL
9 5/8"
2 3/8"
rn
N
ESCUTCHEON
EMBED IN CONCRETE
PER MANE SPECS.
to BIKE RACK DETAIL
AS201 SCALE: 1"=V-0"
CAULK OVER TOP OF 1/2" TOOLED JOINTS
X 4" EXPANSION JOINT FORMED WITH 1/4" RADIUS
FILLER - HELD DOWN 1/2" 1/2" STEEL EDGING TROWEL
CUT JOINT PRIOR. PRIOR TO
APPLING BROOM FINISH
BROOM FINISH
4" OF 3/4" MINUS COMP
GRAVEL BASE
* EXPANSION JOINT (EJ)
TOOLED JOINTS
FORMED WITH 1/4" RADIUS
STEEL EDGING TROWEL
CUT JOINT PRIOR. PRIOR TO
BROOM FINISH APPLING BROOM FINISH
�O O O O O O O O�g 4" OF 3/4" MINUS COMP
GRAVEL BASE
CONTROL JOINT (CJ)
* EXPANSION JOINTS TO BE LOCATED AT 20' O.C. MAXIMUM.
PROVIDE CONTROL JOINTS AT ALL LOCATIONS INDICATED
ON SITE PLAN AND NOT REQUIRED TO BE EXPANSION JOINTS.
11 SIDEWALK FINISH DETAILS
A5201 SCALE: N.T.S.
v
4" DIA. CONC.
FILLED PIPE
BOLLARD -
PROVIDE PRIMED
AND PAINTED
FINISH. COLOR:
"SAFETY YELLOW"
CONCRETE SLAB/SIDEWALK,
SEE CIVIL DWGS.
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12 PIPE BOLLARD DETAIL
AS201 SCALE: N.T.S.
N 0 T E: VERIFY LOCATION OF UNDERGROUND
UTILITIES BEFORE DRILLING FOR CONCRETE
FOUNDATIONS.
P-4" DIA. CONC.
FOUNDATION
COPYRIGHT 2021
BRS ARCHITECTS
ILL Wp RESERVW. REPROOU N OR TRMISIAWN
OF ANY TOF 7H5 WORK -HOW WR N PERYIWON
OF BRS ARCHRECTS IS UNLAWFUL " SURIECT TO CRIKIN PROSECUTION.
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AWN TJK
DA
DRTE 12-15-21
CHECKED
TJK
JOB NO.
21071
SHEET
AS201