HomeMy WebLinkAboutTED4001226.4STA. 5 454.0
CONST. TYPE 'D'
CONC. DRIVEWAY
W= 10'
° INSTALL MON.
CASE a COVER
Q
(10
_____ pp F
� O —
ts
MH
54-60.00
O
INT.
N------211G --�
uj- - _- ---
D
m
O ' / 414' I IN
I
+ j O 30'
m i II
�I ~
I �
I
CURB RETURN DATA
R 6 L T �.
0
15'
90° 02' 30"
15'
89° 57' 30"
150
145
130
140
23.57' 15.02'
23.55' 1 14.98' 1(�
SEE SHEET 8 OF /0
O
135 O
tr)N
130
125 1
140 m
O
135
LN
130 80%
125
7.4 2
6
50' V. C.
P. 1. = 13700
STA. 5 + 90 TO STA. 7 + 40 -
CONST. THICKENED EDGE CONC.
SIDEWALK PER DETAIL 'C;
SHEET 2
7
PROPOSED TOP OF CURB, EAST
o�
12 15 o /a
N
o
O
"C6
4j
e
+
Lo
CD
PROPOSED GRADE
n
O
o-
O
o)
N �.
N
4—
�o +
`�
�
U
0
L12 L/2
L = 23.55'
L=23.57' O
U
CL
rn
to
to +k6
Lo
N EXIST. rL +
GRADE cD
11,30
PROPOSED TOP OF CURB, WEST
m
v
O ~ 0 0/0
h � o 12.2
CEDAR
4" W —
6"SS — —
AVE.
S.
STA. 9-1-09.0
CONST TYPE 'I,'
CONC. DRIVEWAY
W = /O'
W I
�
k
STA. 8 +33. 0 I STA. 8 + 84.3
CONST TYPE iD' CONST. TYPE 'D'
CONC. DRIVEWAY CONC. DRIVEWAY
W= l0' W = l0'
I = 20 ' HORIZ .
SCALE:
/0 VER T .
8
my
O
O
O
+<
11�5%
O
to
m
co co
d
n
11.5j
STA. 9 4- 82. 0
CONS T. TYPE 'D'
CONC. DRIVEWAY
W = /0'
STA. l0 4- 39.0
CONST. TYPE 'D'
CONC. DRIVEWAY
W= 9'
STA. 9 +58.5
CONST. TYPE 'D'
CONC. DRIVEWAY
W = /0'
STA. 9 +72.5
CONST. TYPED'
CONC. DRIVEWAY
W = /O'
C
30' V. C.
P. 1. =
172.80
(
U
Q)
o;
�
L
° Q)
-4,
0)
rn
EXIST. GRADE
Q)
�O
N N
O
+ Ct
30 ` V. C.
Pt. = 172.09
� �
m v
v
W
Q)
oLo
°j
+--
rn
rn
m+o
•
•
cd
/0
Q) Q)
LoO
+ cb 190
PROPOSED TOP OF CURB, EAST
185
8 8 0 % 180
175
l70
190
185
m 175
U
O�
� N
190
PROPOSED TOP OF CURB, WEST Q)I85
8.80L l80
9470
175
/70
r
L. I.D. 2 93- STREET IMPROVEMENT
CEDAR AVENUE SO.
SO.3RD ST. TO SO. 9 TH. ST.
RLB 5175
RLB
AS SHOWN
A 4 10
OL