HomeMy WebLinkAboutTED4001226.5INSTALL MC,"V.
CASE 8 COVER X
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CURB RETURN DATA (�
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STA. l0 + 89.0
CONST. TYPE 'D'
CONC. DRIVEWAY
W= /O'
15,
goo 03'
/5'
89- 56'
200
195
190
185
205
200
195
190
185
180
200
195
190
185
25" 23.58' 15.0/
35" _..23.55' 14.99'
SEE SHEET 9 OF l0
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-730%
30' V. C.
Pt = 192.80
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STA. II + 76.5
CONST. T YPE 'D'
CONC. DRIVEWAY
W = 9'
12
STA. 13 +27.0
CONST. TYPE l '
CONC. DRIVEWAY
W = 16'
STA. 12 + 05.0
CONST TYPE 'D'
CONC. DRIVEWAY
W=/O'
STA. ll + 50 TO STA. 13 4 00
CONST. THICKENED EDGE CONC.
SIDEWALK PER DETAIL 'C,
SHEET 2.
/2
9.0
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9 00
50' V. C.
P. 1. = 20/.80
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STA. 14 + 13.5
CONST. TYPE 'D'
CONC. DRIVEWAY
W = /O'
STA. 14 + 86.7
CONST. TYPE 'D'
CONC. DRIVEWAY
W=ID'
0
+
ap
WM OPP U WA4 �
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13 4 /15 /6
-- 60"SS - - -- - -
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Q
STA. l5 + 09.5 STA. 15 +55.0
CONST. TYPE 'D' CONST. T YPE `D'
CONC. DRIVEWAY CONC. DRIVEWAY
W=9' W=10'
13
O
4.2 0 %°
SCAL E _ I, = 20� HORIZ.
I = l0 VER T.
STA. 14 +57.5 —
CONST. TYPE 'D'
CONC. DRIVEWAY
W=13'
/4
mi PROPOSED TOP OF CURB, EAST
1�6v
O�
Op
OO
h�
O 3.80 %
PROPOSED GRADE
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PROPOSED TOP OF CURB, WEST
U
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C4 0
1-o
N 3.66
STA. 14 + 95.0
CONST. TYPE 'Dr
CONC. DRIVEWAY
W= 9'
/5
4.20%
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OC
Ntr
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N `N
ON
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L . Z D. 293- STREET IMPROVEMENT
CEDAR AVENUE SO.
SO. 3RD ST. TO SO. 9TH ST .
RLB 5175
RL B
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