HomeMy WebLinkAboutTED4001892.14111373
R -z__ a,-- ca #--,6
N
mall
0�/ --
monolog
ON I P- IN Am
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.
C. B 1#1 40
0
In / 20' Dri ewar�
Sec>`i
D
COMPACTION NOTE
All berms or embankments constructed for retention/
detention ponds in excess of 2 feet in height shall
be compacted to at least 95 percent of the maximum
relative density as determined by Section 2-03.3(14)D
of the Washington State Highway Department 1980 Standard
Specifications. Those berms 2 feet in height and 1Ptt
CONSTRUCTION
NOTES
O Z+31 70' Rt_
Foad So,tot
EL = 122_0
Z+50 63' Rt
Pond. Bottom
M = 122.0
3O _2+62. 73Rt_
Pond Bottom-
EL = 123.0
O Z+82 73r Rt_
Pond Bottow
EL. = 123.0
5� 2+95 1201 Rt_
Pond Bottoa
M = 123.0
REVISIONS
��
NO.
DESCRIPTION/DATE
BY
er in9 otln y
B Z BB
B_
Z
f�evrs 8_ Z_ 8B
J.B.
EVISED STREET NA
4
PER COMSTRM ION
R£CDiWS" /0-2P-3/
L.TA
a�0
4 ' w'
•; H: Z
D•
bd,O
.
f
r
O
O
W
H
Cl) O
o�
3 �
Nz�o
W p fV
W z Co
N
J Q to
Lj 3 N
3 z `".
OOW
a z
z O
Uj obi CC d
n:o
z
O
z
Q
3
�r
0a
•
0
V
i
~
z —
Z
W
0 o
2_Z
�U)z
0
0
J
W
_
a-
> Z
>-0
W
®
0
W
W
(r
W
Z
W
Z
0M,
O
�
V
z
z
O
U
t7
z_
Y
JOB NO. 258-05-881
DESIGNED J.B.
DRAWN E.R. /K.L.
CHECKED L.T.P.
DAT E Februory, 1988
DATE OF
PRINT
R-14
15 O F 34 SHE ETS
114 G, P-1�-PO.2 0 L MAt% 2 6 1992 MICK
P iz(�:)7-N ,