HomeMy WebLinkAboutSWP2702103.24CONSTRUCTION NOTE:
A 3:1 slope shall be maintained where possible
b l e
N '
P �y
E 1,653,250 between the maintenance berm and the permanent --�--- � ' E 1,653,250
easement boundary. Where there isn't enough run (, pp
O for V co
1 slope, as flat o 0 t slope as , pos
sible, ibl e o P � o
P P \
�n not steeper than 2:1 sha I I be o o 0 v '`+ o
m intained.
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ti � b �� V
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-' �b i NOTES:
b 1 co Fen edtbY others
0 mo" Location of Utilities
No 0�� - or nonreprexistencenof$anode as to utilitleshE ubllcexistence or
ENT g O v _ w private. Absence of utilities on these draw
1 EM - icn; _ --+F_� - i ngs is not assurance that no utilities are
io
S
ENT E A °- m present. If buried utilities are shown the
- -
P ER �, - _� - y - ►�"� f k '� -- . - N 175,362.88 location and depth are approximate. The exact
t-- _-' _ _�O E 1,653,429.45 location and depth of any uti I ity must be
_ - -- �� _ Pipeline ; _ - a• -��
Fence tO be
s - e gee r�l �� - 20• WNG __� determined by the utility company prior to any
rno ed by - -` - apaiAt r'anc_ !�- j --��`- i - - -� o excavation.
v e
�-- - - - '- - --, 2. The disturbance of the WNG high pressure gas
3�
0 pipeline may create hazard to I i fe and property
e 6 _ _
>4t8, �- `oW �o` han �-1�3 46, I ___ _ Y f N caution Faust be exercised rh i I e equip -
Extreme �� g 4 _ m nt is being operated in the vicinity of the
- - �- - 6 _ - - e Tine.
- _- ' ` _ m pipe
- - 1 Lining -ff 3. Washington Natural Gas (WNG) representatives
8 - Grave t B-103 _ Dike _ W v'
1a - shall be notified and shall be on site during
Oa dale Ave S any excavation over or adjacent to their 200
�U- - _ 16 G high pressure gas pipeline.
_ __ _ ,o urb
_�iev
ToP Dike_ E -� 1 _ f W
N 174,58l..30 /--- - =�-`_ �_ . — �; - Sdale Ave. S
O _ _ Oak
E 1 653 595 88
��
c 4 r
t i
-r o
t LEGEND
e
1
F �11 n
. 't
w
- n r
a
r 10 n w -- ; _ - C h W n for c1a Temporary Construction Limit
—
o /
R w II
-�..- �o _ NDA otto� e� _" _ - 0` Permanent Easement Boundary
Go
tt � _
_ - O o
- m ,
O �O\k Fait I; - _ SEMEN i ado not to - - -- J.
N M NEN� E A B -10 20.
Gra�O
L' F�o�., �) V ��SPOIL DISPOSAL AP'_
E 1,653,750 00
+ t - gPR E 1,653,750
0
O k
O
O CURVE DATA O O
U o
ti �= 7004' 19+ U')
ti
2 D = 7" 0 4` 5 1"
MI A A I Z Limit
1
0-
i
iN
.O
,00
,tD
r�
10-
ELEV 9.0 J
ELEV 0
i
687-f00 Jwp,
ly8+00
R=809.16'
T = 50.001
L = 99.871
t
S= 0.0002 ft/ft Low Flow Channel Bottom
0
PRQFI -
�+ r/
L C i L ELEV =0.2
69000 691t00_ 693t00 ;694100 695+00
CL Channel
F--- METRO Sewer Pipeline
WNG 20 N Gas Pipeline
----- -- — Power Transmission Line
1211 Water Main
P- 1 CHANNEL, STA 680+26.37 to 706+55
EAST SIDE GREEN RIVER WATERSHED
KING COUNTY WASHINGTON
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
pate
APProved�Y------------------- - --
RDH DD KB4.1a6
Title----. ---.-------------- --------
Drawn.R D H,--S M-At--RR 44-8 6- --- -- -----------------
TracedSheet aMing No
Checke
of 3d\.+I
. KB------- - -- -- - g/g�. 1ESR VQ
GPO; 1912 O -46) 261
' "" SCS-FNG 318 (Ju!y 1912l