PZ - Site Details ol (2) 1/4"-GALV.BOLTS
1"DEEP TOOLED JOINT
3"HIGH"HANDICAP BLUE"LETTERING OVER _ _ _ _ _ _ o _ CONCRETE SLAB ARCHITECTURE
WHITE METAL SIGN BACKGROUND AT NEW _ �_ �_ �_ �_ �_ �_ BROOM FINISH
HANDICAP PARKING AREAS(VAN ACCESSIBLE COMPACTED GRAVEL DESIGNS PLUS P A
WHERE APPLICABLE SEE SITE PLAN) III= - - - = — = BASE 1„RAD SIDEWALK '
1/4"PER FOOT SLOPE
COMPACTED SUB- ASPHALT A
GRADE a
BASE
SCORING AT 5'-0"O.C.
s "DEEP TOOLED JOINT. a s Oo�0o cv 6"xV W I A x W 1.4 W.W.F.
4 _
PARKING JOINT ED EXPANSION
FILLER 2"-3/4"MINUS
CRUSHED
2"x2"x.188"GALV. STEEL TUBE. EXTENDS - GRAVEL
VAN INTO CONC.FILLED PIPE T-0". PROVIDE CONCRETE SLAB 6 (1)#4 BAR-CONTINUOUS.
ACCESSIBLE WELDED WATERTIGHT CAP. - �_ = _ _ _ _ _ _
� � COMPACTED GRAVEL
III=1 =1 =1 =1 =1 =1 =1 BASE o
III III III III III III COMPACTED EARTH '~
COMPACTED SUB-
GRADE W
FINISHED CONCRETE,PAVEMENT OR GRADE. EXPANSION JOINT AT 20'-0"O.C.
O
4 1
CONCRETE PAVEMENT DETAIL TYP. SIDEWALK W/ TURNDOWN EDGE
PROFESSIONAL SEAL
NOTE: --
EACH PARKING SPACE INTENDED FOR SCALE = I"= I'-0" SCALE = 1" = 1'-0"
ACCESSIBILITY 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 216 SQ. NOTE:
INCHES IN AREA AND SHALL BE CENTERED AT ONE RACK EQUALS THREE
THE INTERIOR END OF THE PARKING SPACE AT BICYCLE PARKING STALLS NEED A
MIN.HEIGHT OF 54"FROM THE BOTTOM OF THE TOTAL OF 2 RACKS FOR A TOTAL 4'-6" SQ.
SIGN TO THE PARKING SPACE FINISHED GRADE, OF(6)BICYCLE PARKING STALLS. /01
OR CENTERED ON THE WALL AT THE INTERIOR BLACK BICYCLE RACK
END OF THE PARKING SPACE AT A MIN.HEIGHT
OF 36"FROM THE FINISHED GRADE,GROUND OR
SIDEWALK. COLORS:BLUE BACKGROUND, -
WHITE FIGURE. 0 0
BLUE BACKGROUND 1
9 5/8" oo Cc
N �
00 PAINTED HANDICAP @�
SYMBOL,WHITE LOGO W
I W
WN BOLT DOWN
BOLT � MOUNT N
00
I
BICYCLE RACK DETAIL r 1 2r
81, MIN. tl
SCALE _ /4" = 1'-0" W q cn
401
HANDICAP SYMBOL ASPHALT MARKINGS
2
HANDICAP SIGN SCALE NTS
SCALE = NTS 12'-0"
x x x x x
SLOPE Y4" _
PER FOOT
f
r
O
6"0 STANDARD STEEL PIPE-FILL i W i /� NOTE:WEAKENED PLANE CONTRACTION JOINTS
W/CONCRETE(PAINT EXPOSED c X TOOLED ON 10'-0"CENTERS.
PORTION OF PIPE W/SHOP PRIMER N a, X\
AND(2)COATS OF ALKYD \� 10"
ENAMEL-YELLOW.) Q LINE OF GRADE
BEHIND CURB
BROOM FINISH
o PROVIDE(2)PIPE BOLLARDS L J
AS SHOWN,REFER TO DETAIL SLOPE COAT PORTION OF PIPE BELOW 8/A-1.1 PER FOOT 2tl aR=2" a N
GRADE W/(2)COATS ASPHALT a M--I
EMULSION. LX X X X X a R=1110
%"THICK FIBERBOARD CONCRETE APRONoc
z
ISOLATION JOINT.
d PLAN VIEW CUT EXTRA ASPHALT ASPHALT PAVING w O n�
TO WITHIN 2"OF CURB
III III CONCRETE WALK.OR [�]
`•, A.C.PAVEMENT.
a 12'-0"
18"0 CONCRETE FOOTING. EXTRUDED CURB DETAIL
SCALE = NTS Q
� w ~
2"DIA.POST ANCHOR ~
WITH(4)%"DIA.
EXPANSION BOLTS TYP. H� w
PROVIDE INTERWOVEN o
PIPE BOLLARD DETAIL VERTICAL SLATS,TYP.
8
JOB NO: 2012
SCALE = NTS
D
ELEVATION VIEW ATE: 02-25-20
DRAWN BY: GW
6 SHEET NUMBER
TRASH ENCLOUSRE
SCALE = 1 " = 1'-0" A- L 1
4
PLOT DATE:
r 18,2020-11:59 am
COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT