HomeMy WebLinkAboutTED4001291.2A
MATCH EXISTING
GBG 8 SIDEWALK
cl, /.
0
PC. / t 03. 98 _
_22.52 tT C. - -
SD SD SD SD S,
REMOVE EXISTING h
C 8 G 8 S/DEWAL K 2,
CURVE
DATA (CURB)
A =
/3/.° I6' 02 "
R =
30.00
L =
68.73'
T =
66.24
C =
54.65
0
o�
h
h
LLJ
lk
i� N)
�
J
1
V
c
W
CONST. C.B.
�,o
x m
TOP=
Q
N V
j
W
REMOVE A. C.
X CONST. 5' S/DEWALK
PAVEMENT
t
8 C8 G, TYPE "A- I"
I 20.87 T.C. 2106 .
C
-r0.48%� I[L.F. OF8"CMP
t0.30%
.P,LP
t I t l.t.n.11.1 r_�-%FFrmTf _— t i tI. i I 1
i 1
—
---1 I 11 1111 T1T1 n l
SD - SD SD
SD
SD
24" CMP
O
- s s 108 METRO SEWER CONN. TO EXIST. 24 "CMP
18" w/L W/24"X8° CMP SADDLE,
J W W W W W-- 4 w W — W W IW
4 — BRANCH. I
� � G G G G- G G G G
_LLLUI t _ 01101lillll tIllitIIIIII it �itltulll�ili _llll �� t I t u l �___ t ri q t i n l _-- tultu�uuull intunIIIIII
- rT rT r — r r rT T
G
T
1 T - - TP
MATCH EX/STING SIDEWALK
STA. /f-98
s
0 f00 2+00
EXISTING � PROF/L E
22
wok
/6
CONST. 5' S/DEWALK
t
�U. G. TEL . CABL ES
U. G TEL . ENCASED
IN CONC.
CAUTION!!
4"H. P. GAS LINE
SO. 7TH Si
SCALE: HOR. !"=20'
VERT ! 2'
PROPOSED NORTH CURB GRADE
- 0. 48 96
24,10 CMp STORM DRAIN
O
h
O
t
t 0. 30 %
0
N
O �
h
0
QD
22
20
mi
/6
STREET IMPROVEMENT
S 0. 7 TH. S T - WIDENING 81 OVERL AY
RAINIER AVE. SO. TO GRADY WAY
J.A. AUG. 1975
J. A.
AS SHOWN 430 3
2 5
49— a z