HomeMy WebLinkAboutSWP2703080.5EXISTING BULKHEAD/ - - DRAINAGE
EDGE OF PAVEMENT DITCH
EL. 24.Of
EXISTING BULKHEAD/
EDGE OF PAVEMENT
EL. 24.Ot
0 W.M.D. D.P.T. 6-30-92 ISSUED FOR BID
Rev.# By Checked Date Revision Description
PHASE 1 FILL - -- -
STATION 4+00
SECTION
FILL = 60,000 CU. YDS. TOTAL
- EL. 24.0
A A'
fl-1 H1-3
- 2'-0" MINIMUM
RIPRAP THICKNESS - ♦►
i
4 1
-EL.-18.0 LBOTTOM RIPRAP
1.5
1�
EXISTING GROUND LINE/
LAKE BOTTOM
RIPRAP DIKE
STATION 6+65
SECTION M1H
FILL = 60,000 CU. YDS. TOTAL
r DRAINAGE
DITCH
- - IMPERVIOUS MEMBRANE
�\ ANCHORED WITH SANDBAGS
�\ EL. 39.0t
1 2 \ 22
,\
EL. 22.5 \
TYP.
PHASE 1 FILL -
- EXISTING GROUND LINE/
LAKE BOTTOM
EL. 24.0
i
i
/ r-- 2'-0" MINIMUM
RIPRAP
THICKNESS
STATION 9+00
SECTION C C
FILL = 60,000 CU. YDS. TOTAL PH1-1 H1-3
5'
INNER HARBOR LINE
I 2,
EL. 22.0 (SUMMER W.L.
� EL. VARIES
1.5
�1
EL. 0.0 (M.S.L.)
EXISTING PARK
TRAIL ON PILING
INNER HARBOR LINE
--- - EL. 22.0 SUMMER W.L.
EL. 18.0 (BOTTOM RIPRAP
I
I
EL. 0.0 (M.S.L.)
NORTHWEST, INC.
Engineers and Scientists
Designed_ J.D.R. Drawn W.M_D._— Checked D.P.T. Proj. Mgr J.D.R.
Scale 1 =20 (Unless noted otherwise) Date 6-15-92
Original Drawing 22" x 34" O.A.
co
i
13826 0 w4
° QIs
�SIONAL
EXPIRES 6-10-93
FLAP VALVE
CITY OF RENTON
RENTON, WASHINGTON
CEDAR RIVER DELTA PROJECT
r ;LL �Oot-A -Aot CPm�tp-+�k
PHASE 1 FILL SECTIONS
AT BOEING WATERFRONT
Contract No.
494
Drawing No. Rev.
PH1-4 0
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