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FOR DETAIL TH1113
INTERSECTION 1
SEE
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EXIST BACK OF WALK
P.T. S = 0.0 0 543FT/FT ---
P. C. 27.60
27.70.
® s EXIST. GUTTER
A.P.
6+ 50
28.50
A.P
6+50
EXIST. BACK OF WALK 28.50
P.T. S = 0.00543 FT/FT _ —
nnI 2760 _®-
27.80
5+ 00
EXIST. GUTTER
6+0 0
LOT
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/MAGNUSON APARTMENTS
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PLAN VIEW'"
[SHATTUCK AVE.
SCALE: 1 = 20"
EXIST. CL PROFILE
LEFT (WEST) SIDE
12 t'
CO
}Q= O
O 4v O J o Ci
00, A QO AO O
2 �Q4L,Q v ASPHALT
�\O LOT
P � A,pV.}.
co
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v 4} �-
a �Q• � 2 �oD' x
Ayv=�� ° AV R/W � R/W
"C, CO
PIPELINE R/W
30" ,
9+44
D
10+00 N =
10+00 E
S
FOR DE IL THIS
INTERSECTION 4
P. C.
+39
P.T.
9+51 I
N
PROPOSED TOP OF CURB
P.C.
28.40
A.P.
S = — 0.00328 FT/FT 8+4s _S 0.00573 F /FT 28.50
27.85
RIGHT(EAST) SIDE
PROPOSED TOP OF CURB P.C.
FT 28.37
P.T.
FT
a . S= 0.00573 /FT 28.65
S = — 0. 00328 /FT 2 +48
e
7+00
PROFILE
SCALE: HORIZ. I" = 20"
VERT. I "= 2"
30
29
28
27
29
28
27
29
28
27
R/W
�I
L1J
w
v
N
0
co
` STREET IMPROVEMENT
8+00 9+00 SHATTUCK AVE . SO U T H
SO.3rd STREET to SO. 2nd STREET
GE CASE 10/13/ 72
GARY CASE
AS NOTED
15
/Z 3