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1 6.00'
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FND/2" RID
NE COR, LOT 12
SUNSET ADD'N
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143.35'(M) \D
140'(P).
--I 20.00' LL
HEDGE ROW
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DuMP67ER Wr WOOD LOT 4 � -C)
FENCING In
63.9'
yPHALT PARKING +95.11 9`4 '43
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ON LINE
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6' WOOD FENCING 1 O
FENCING = -' Rg
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140.04' 140.71
PROPOSED PARKING
LOT 7
CD
1.16147 POLE
—\ o n BLOCK 10 � p�
141.20' meas. �— 6 WOOD FENCING
(140.00' pint) FENCING
15
W. 32nd STREET
(50' R/W)
NOT CONSTRUCTED L/614T POLE
SITE PLAN
0
1.52
9 P cRKIN 4 SPC
141.80' .
40'(p
70.3
1SF
3110 BAT-
1.52
AT
PROPOSED PARKING
11. vLiT1z^1 f // //LOT 12 0
143.51'(M)
140'(p
32.2'
rND 1/t'" RB
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PROPOSED PARKING
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143.51'(M)
140'(p
32.2'
rND 1/t'" RB
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/D RB
E
1'4"
T`1D 1/ RB
_43'N T'E
FN
b' woOD Ft�Gw6
FENCING
POLE
CURB INLET
TOP=101.05
IN=96.90'
OUT=96.70'
"CONCRETE
fWATER PIPE
IBOL
NOT TO sr,41-E
SAW OUT EXI671N6
PAVEMENT
TAGk COAT
ExrSTIN6 BASE
1'-0" MIN, RSM®YE
XIST-
6"
I i-1 4 I1 I I1 I I— t 1-1 I
Exc14vA7l= SASE 1:1
I ASNnAL 1 FAV CII
C12 JUNCTURE DET.
RESERVED
PARKING R`I-a SIGN AS LISTED
® IN THE FEDERAL MANUAL N
ON UNIFORM TRAFFICE
CONTROL DEVICES.
�1
v
2" O.D. STEEL
POST=PAINT
12"
6 ACCESSIBLE SIGN
NOT TO SCAL=E
1/118"
PRE -MOLDED STRIP OR SAWCUT
JOINT AS SHOWN ON PLAN
JOINT SEALER
CONCRETE WALK
CONTRACTION JOINT (CJ)
tit 5'0" Oc. MAX
WALL WHERE APPLICABLE
1 12'° JOINT SEALER
112" PREMOLOED FILLER
CONCRETE WALK
EXPANSION JOINT (EJ)
0 40'0" o.c. MAX
AND 9 ALL SIDEWALK INTERSECTIONS
7 \ JOINT DETAIL
Cl2 NOT TO
MOT MIX
SURFACE COURSE
PRIME COAT
CRUSHED STONE
AMID GLASS 7
PRIM:
GOAT
SCARIFY &5CRADE
TO 18" DEPTH
RECOMPAGTTO
95% ASTM D-6.;7
i ASPHALT PAVEMENT
c1.2 TYPE 1 NOT TO ec
3 CONC. DRIVE SECT.
CI.2 SG ALE:
3/4"=1a0"
ASPHALT PAVING
CONCRETE
6"
1 04 CONT,
7 DISGONfINUE
0 JOINTS
o
2'_0„
4 CURB & GUTTER DTL_.
NOTE:
PROVIDE CONTRACTION JTS. Q i®' -O" O.C,
PROVIDE EXPANSION JTS.' 40'-0" O.C.
I
LET
=99
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C~
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FENCING
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"CONCRETE
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IBOL
NOT TO sr,41-E
SAW OUT EXI671N6
PAVEMENT
TAGk COAT
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XIST-
6"
I i-1 4 I1 I I1 I I— t 1-1 I
Exc14vA7l= SASE 1:1
I ASNnAL 1 FAV CII
C12 JUNCTURE DET.
RESERVED
PARKING R`I-a SIGN AS LISTED
® IN THE FEDERAL MANUAL N
ON UNIFORM TRAFFICE
CONTROL DEVICES.
�1
v
2" O.D. STEEL
POST=PAINT
12"
6 ACCESSIBLE SIGN
NOT TO SCAL=E
1/118"
PRE -MOLDED STRIP OR SAWCUT
JOINT AS SHOWN ON PLAN
JOINT SEALER
CONCRETE WALK
CONTRACTION JOINT (CJ)
tit 5'0" Oc. MAX
WALL WHERE APPLICABLE
1 12'° JOINT SEALER
112" PREMOLOED FILLER
CONCRETE WALK
EXPANSION JOINT (EJ)
0 40'0" o.c. MAX
AND 9 ALL SIDEWALK INTERSECTIONS
7 \ JOINT DETAIL
Cl2 NOT TO
MOT MIX
SURFACE COURSE
PRIME COAT
CRUSHED STONE
AMID GLASS 7
PRIM:
GOAT
SCARIFY &5CRADE
TO 18" DEPTH
RECOMPAGTTO
95% ASTM D-6.;7
i ASPHALT PAVEMENT
c1.2 TYPE 1 NOT TO ec
3 CONC. DRIVE SECT.
CI.2 SG ALE:
3/4"=1a0"
ASPHALT PAVING
CONCRETE
6"
1 04 CONT,
7 DISGONfINUE
0 JOINTS
o
2'_0„
4 CURB & GUTTER DTL_.
NOTE:
PROVIDE CONTRACTION JTS. Q i®' -O" O.C,
PROVIDE EXPANSION JTS.' 40'-0" O.C.
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