HomeMy WebLinkAboutZ-6488-B Map 66 X 6 TREATED POST;
MAXIMUM 6'-0" O.C.
3-2 X 8 TREATED RAI
TREATED WOOD PICKEI
PAINT TO MATCH EXISI
FENCES WHEN WOOD I
DRIED
8" THICK 5,000 PSI
CONCRETE DUMPSTER
PAD WITH # 4 BARS
1'-4" O.C.E.W. WITH
2 #4'S CONT. AT EDC
16" DIA. x 24" DEEP CONCRETE FOOTING I I
IL I
DUMPSTER SCREEN WALL DETAIL
SCALE: N.T.S.
5'-6" 5'-6"
IIII ISI
I�I u
GATE DETAIL AT DUMPSTER SCREEN WALL
NTS
Y" RADIUS TOOLED EDGE—
TWO #4 BARS CONTINUOUS
..; ..
g
� + a
4" THICK CONCRETE WALK OF 4000 PSI
AT ASPHALT PAVING e" CONCRETE. REINFORCE WALK WITH 6/6
W14xW14 WELDED WIRE FABRIC.
T AT EACH SIDE OF GATE
6"). GROUT POST SOLID.
TO SHED WATER.
Y BARREL HINGES WELDED TO
i GATE FRAME. 600LB.
TUBE FR1ME FOR GATE
IDE OF GATE TO BE TREATED
�EfS TO MATCH DUMPSTER
<ETS
EAVY-DUTY LOCKING HASP AND
Y CANE BRAKE ON GATE
24" DEEP CONCRETE FOOTING
� e
AT FINISHED GRADE
TYPICAL CONCRETE WALK EDGE DETAILS
NOT TO SCALE
Y" RADIUS TOOLED EDGES
SELF LEVELING JOINT SEALER
Y2" EXPANSION JOINT MATERIAL.
PLACE TOP OF EXPANSION MAI ERIAL
Y2" BELOW TOP OF WALK.
EXPANSION JOINT (E.J) TOOLED JUIN1
4" THICK CONCRETE WALK OF 4000 PSI CONCRETE.
REINFORCE WALK WITH 6/6 W14xW14 WELDED WIRE FABRIC.
DO NOT CONTINUE WWF THROUGH EXPANSION JOINT (TYP.)
-� TYPICAL CONCRETE WALK JOINT DETAILS
NOT TO SCALE
4" CONC. SI
1/2" EXP. J
CONCRETE
RRI ISHFn CONCRFTF Si nPF Tn MATCH CROWN
CURB & GUTTER DETAIL
NOT TO SCALE
- ASPHALT
SE COURSE
SITE PLAN
SCALE: 1" = 20'
0 20
40
BACKGROUND OF SIGNAGE TO BE
WHITE REFLECTIVE MATERIAL
INTERNATIONAL ACCESSIBLE SYMBOL
TO BE BLUE
BORDER, LETTERING AND
DIRECTIONAL ARROW TO BE GREEN-
Dili
REEN -
RESERV
0
N
RESERVED
PARKING
ACC 'IBL ALUMINUM SIGNAGE REQUIRED AT
EACH SPACE
L"VAN ACCESSIBLE" SIGNAGE
REQUIRED FOR AT LEAST ONE
SPACE OR ADDITIONAL SPACES
AS INDICATED
2" DIA. GALVANIZED PIPE
COLUMN WITH CAP
FINISH GRADE, SEE SITE PLAN
COAT PORTIONS OF COLUMN BELOW
GRADE WITH BITUMINOUS MATERIAL
12" DIA. x 24" DEEP CONCRETE
FOOTING
ACCESSIBLE PARKING SPACE SIGNAGE DETAIL
NOT TO SCALE
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No. 12727 42 p SII
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MINTON
_ w ENGINEERING, INC. o
J NO. 1564 = -
.44,
DATE: 1-24-2017
PROJECT NO: 16023
DRAWN BY: JM
REVISION:
C1.0
2OF5