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6" COMPACTED i WELL
DRAINED SUDGRADE
COMPACTED AS REQUIRED
by GEOTECMNICAL REPORT
ASPHALT PAVEMENT
NOT TO SCALE
In
On 4
SIDEWALK
GRASS
.PAVEMENT_
PAVEMENT ON bASE
1
SIDEWALK
20' 0"
or.
TACK COAT
PRIME COAT
EDGE OF CURB
PLAN
SECTION A -A
HANDICAPPED RAMP 99TA1L WITHIN G CURD
NOT TO SCALE
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VARIES
111
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ulooIIl
1'
6' -6'
SLOPE 12:1 MAX.
1/2" PREFORMED JOINT FILLER
SECTION 6 -4
MIN.
::t: 4
v SECTION H -H
NOT TO SCALE
4" CONCRETE SLAB ON 4' COMPACTED
GRANULAR FILL
N L,N
6' -O'
1:12
MATERIALS TO COMPLY
WITH LATEST INGOT
STANDARD SPECIFICATIONS
5' -O
LANDING
Q
TACTILE
WARNING C
VARIES PAVEMENT
n
O
0-
In
20'
(TYP.
TRANSVERSE
EXPANSION JOINTS
100'
VAN
hIANDICAP PARKING SYMBOL DETAIL
NOT TO SCALE
RESERVED
PARKING
J
GREEN ILLUMINATING
TAPE (ARROW)
VARIES W /TYPE
OF CURD
GREEN ILLUMINATING
TAPE (LETTERS)
AS NEEDED
12' 2 lb. STEEL SIGN
r 05 PAINTED)
DLUE ILLUMINATING
TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING
TAPE BACKGROUND)
PROVIDE 1 SLOPE AT
TOP OF FOOTING IF
NOT IN CONCRETE WALK
GREEN ILLUMINATING
TAPE (tORDER)
12'4x5' -6' CONCRETE
FOOTING. RECESS FOOTING
bELOW CONCRETE WALK 4
Nw VAN ACCESSIBLE TO bE NOTED
FOR SPACES DESIGNATED FOR
THAT USE.
TRANSVERSE
CONTRACTION JOINTS
TOP OF CURB
TOP OF PAVEMENT
CURB JOINT DETAIL
NOT TO SCALE
HANDICAP PARKIN. SIGN DETAIL
NOT TO SCALE
CROWN CAP W/ CONC.
1' ABOVE TOP OF PIPE
6 STD. STEEL PIPE
GALVANIZED PAINTED,
FILLED W/ CONCRETE.
2'- 0'•x4' -0' OR -0'
2' -0' x 4' -0' CONC. FOOTING.
SLOPE CONCRETE 1" AbOVE
4 FINISH W/ STEEL 'TROWEL.
TOOLED COMM JOINT
r r WIDE MIN. III DEPTH
4 CONe. SLAb W/
BROOM FINISH
r-- 6x6 W1.4xW1.4xW.W.F.
FILL
BOTTOM
OF CURb
PAVEMENT
c
014p
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1= 1 FETE= ii
I I III
GRANULAR
r
A
bACKFILL
TOPSOIL
In
2' -o'
NOT TO SCALE
TOP SOIL
1
SUITAbLE
bACKFILL
COMPA
IN 4 LIFTS.
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II -1
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NOTE: CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0' O.C. MAXIMUM SPACING
AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL SWITCH GEAR,
MECHANICAL UNITS AND OTHER SUCH DEVICES WHICH ARE EXPOSED TO TRUCK
OR AUTOMOBILE TRAFFIC. CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2)
DOLLARDS AT EACH DEVICE.
G sm. STEEL PIPS BOLLARD
04 CONT.)
TOP 1 DOTTOM
CO/MINED CURD d WALK DETAIL
NOT TO SCALE
APPLY ANTI- SPALLING
COMPOUND
1' RADIUS- TOOLED
ROUND EDGE
6"
0
Z :t
r" PAVEMENT
LOW POINT
18"
4
SI/
24
CONCRETE ROLL CURD GUTTER (TYPE I)
NOT TO SCALE
b
I Ii L I I ICI 1 1. I I I -1 1"Fri -1 I I
COMPACTED SUDGRADE
NOT TO SCALE
THRU -WALL
FLASHING.
CONT.
BOND SEAM
W/2 05 CONT.
8' C.N.U.
DOWEL
CUT STONE
COPING
CONCRETE APRON
COMPACTED
SELECT FILL
IIE
(V
UNDISTURBED EARTH
1 O'
T.C. ELEV.
O o•
1' -5/4"
11
b
T
MASONRY MAWARINALI. SECTION
NOT TO SCALE
C
1/4" CONT.
DRIP
/4'
SEE ARCH.
DWGS FOR BRICK
05 •16" IN VERTICALLY
GROUTED CELLS :9
05 DOWELS TO
MATCH VERT.
7'
FINISH GRADE
IKVV
12 CONC. WALL
04. 16' E.F.E.W
SIKADUR 52 HI -1100 EPDXY
(OF EQUAL) TO SE BRUSHED
ONTO THE ASPHALT PRIOR TO
PLACEMENT OF THE CONC.
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6' D(TRUwCRETE CURD
1' SURFACE
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2' -o" 8
COMP. AGGR. bASE
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7' -0"
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REACTION PAD -6' CONC.
v
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2- 06x9' -8" 4"o.c. 6x6 -6/6 WWF
SECTION A -A
TRASH PAD DETAIL
NOT TO SCALE
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DUMPSTER PAD -4' CONC.
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DATE:
DRAWN BY:
CHK'D BY:
JOB NO.
01/06/03
KAM
DCG
1N2003— 0113
REVIS
ONS
C4.1
OF
I N 2003.0113.071.0 21.S P.dwg