HomeMy WebLinkAboutD-210319CONSTRUCTION NOTE: m
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E1,653,250
A 3:1 slope shall be malntalned where passible '1
between the maintenance berm and the permanent -+--
-+-E 1,653,250
I
easement boundary. Where there Isn't enough run
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for o 3:1 slope, as flat o slope us possible, - o 4'V ° o
not steeper than 2:1 shall be malntalnetl.
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NOTES:
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to botb,rs -
ence
;o moved by. nom'�� . - -:_
1. Location of Utilities
No - existence Is made as to the existence
0
o Y ,
i
n Y public
or non-existence of an utilities, es or
non
private. Absence of utilities on these dray _
T I e
not assurance
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N 175,362.88
Present. nd depth m e. T x act
re utilities oximat aho�hete
I d d h r approximate.
location and depth are op
_ - -�
PERt.AAN -_
O
1 8 3,429
E 5
45 location on depth o any utility must e
a
"2o Wp1G piPelin -
1
Utility P a Y
determined h the ut IT company prior t an
P
rlrr-:f
�� ~t w
frr 011c, tbybothers :,. Be - f -- S
_...� c - "
2 excavation.
DAai,tenaF _
I{ Jj0_
I
0
The disturbance of the WNG high pressure gas
pipeline may create hazard to life and property
t. �_
N,t °34 46W ' �- - r N
mentais being operated e inx the l vicinityoofQthe
6g9 46'
pipeline.
'el Lining J
B:03
shall nheonotlFletll and sehaNG)be representatives site during 3
`�
yY�- - 1�_.Gra -_ -�`� _. �-'-". f.Y 5 /_" ksdate Avo'
1_a '. - `�L. Oa
any excavation over or adjacent to their 204
/Ourb -
s g pipeline.
high pressure as'.. pi e
0-.__�` �/D Ave. SW
N 174:581.30
1 Oaksda1e
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LEGEND
E 11653,595.66
^
Fili not
e1
.. sho n for clarity
-- Temporary Construction Limit
A
_ nv,00dl
10
— Permanent Easement Boundary
O
Ke
Fi\\ BOUNDARY Cou l" Ab11
la n t re- _�' j�.
-- - -- rt Channel
D
rnr
P�MNENT EASEMEN B -102 Saco\ 1� Ct
G 5 6
J a� ,
METRO Sever Pipeline
r ME e■
�O\
�, _} fs `p
'
F \ \ \E \a�p0 dr SPOIL DISPOSAL AREA
4
\o�tta•4�b'��5t
- WNG 20" Gas Pipeline
E
- -• - -- Power Transmission Line
OP
�SI�1,1.�
1211 Water Main
�oK
9
c�
E 1..652.750+
spy, E 1.65..3,750
o
o CURVE DATA
r. 7`04 1.8
:. In
z D 7° 04 5,1'
p1
PLAN z
R = 809.16 ,
Ca�alfU�t\On
, TetnDjrar�
T= 50.00'
L= 99.87'
Scele In real -,_
ep
I�
D-
I
- 2 0:
APR 1 3 W8
o
M
o
+ - -- - -
- - Minimum Top:of BPpnk EL 16.0 (Both Banks) -
.
I
m
D S2'O3
f
to —' ELEV9.o�
EievBS N11 -,a.
PLAN PROFILE
S =0.0002ft /ft �. Maintenance Berm. -
-
',..
'..
P -1 CHANNEL,,STA 680+26.37 to 706 +55
EAST SIDE GREEN RIVER WATERSHED
und@ �;: _. - - =
-- KING COUNTY WASHINGTON
. — — — —. —
U. S DEPARTMENT OF AGRICULTURE
J
`
!;- `
SOIL CONSERVATION SERVICE
iELEV 2:0
`� j-ELEV is
'ea
S'�0.0002 ft /ft - Ctrannel Bottom .. ..
vv.__ __- ___-- - -.___
Do, KD ales
o.a _
• +ELEV 0
S 0.0002:f t /ft _ , _Low Flow. Channel Bottom 0
.�.ROH� SMA' " "RB __ .... .__
41L8 a.' -
687100 se�3�® 8 +00 .. ...:
`
LEV 0.2
69000 691. +00 PROFILE �693�'00'.6A4f00i ! X695 +OD IE _
KS- 8Is@ a ESGR —CO -2
,SW _
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