HomeMy WebLinkAboutTED4001892.9I I �
,SCALE',I" = 20', *rt,
CONTOUR INTERVAL: 2'
DATUM : SOOS CREEK WATER
S SEINER DISC'. XC.A,S.)
'T'.B.M, . I.E. 80.06' Of M}i. 0-5 On
• The E. Side Of 961h `Ave.
3, 350't N. Of The
' Intersectlon Of 96ih Ave. S,
8 S. 173rd 31.
195
190
185
180
175
-z
S7o2o4��o,/�J22%�`
2/
A Portion Of The S.W. 1/4 Of Sec. 29, & The S.E. 1/4 Of Sec. 30, Twp. 23 N., Rge. 5 E., W.M.
O
{ .30 29 `
I 1 /
I ; TRACT F
aG
o 4 // //71-o
r
o p'
o 200 /
y
2� 1
1
23
c�4
I
Sew Sht �E°-/ Foy , iPcaof
D�ax� Locaf�o�.
� O
205 + 00
h
ti
SD "VC
°•�
h
N
Cn
9
nl B• ;'�
I
a
NZ
—�
O�I
206 + 00
25
'
LEGEND:
-
�0 �1
SECTION W - W -
�
H
FINAL CORRECTED PLAN
DATE: ", VIM
APPROVE � r
CONFORMS TO CONSTRUCTION
RECORDS
BYDATE:
KING COUNTY
i
APPROVAL ■:
•IONATUR
IM!, Woo
W-2.0
NOTES :
2
Unless shown otherwise. offsets shown are
to centerline of catch basin.
. See Sheet R-16 for Catch Basin Type II plan
views.
3. See Sheet R-16 for curb return elevations.
Shown as g . (typ.).
4. Unless shown otherwise. Catch Basin shall
have a 10 L.E. (min.) 8" diameter stub at
a slope of 2.0% (min.).
R E V 1 O N 5
NO. DESCRIPTION DATF Hit
Q'�� ffin9 Cotln� .
� 7-29-B8 JB
C2n t B
{ WVISIW L6OT J S,4� AM
8-30.�0 L 7P.
7
tiA.,r -
1
Ln
u;
0 0
o C0
00
- Z cv
0o�
'0
3
z CD
=
cv
V)
a c
3 0
(V
a� Z
3 O
o
C
— z o
� W L
m � a
Z
0
0
Z
T:
cr)
0116
ULi
_
Z
Z
w
p ;Cr
a2
o
0
v,
r Cr
W
Q
Q �
Q
L
0
w
Z
0
a- Cr
0
U
(�
Z
!--z
O
U
0
Y
Joe No 258-05-881
DESIGNED J.B./S.H.
DRAWN
K.L. /J.N
CHECKED L.T.P.
DAT E
February. 0"
DATE
PRINT
OF
-
R-9
0
OF 34SHEETS
4IG : to? —/ z 0 � sCANNEO NOV - 5 M9 ? lz T