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HomeMy WebLinkAboutSWP2703080.4/bt O \ o 1 C LAKE WASHINGTON iIn , II I \ / - w / �-- _ w 1\ I / —TOE OF ROCKFILL PHASE 1 I / / 12 �ISTI G ---- —--- / I L G B�OM0 — �` / _ \ \ I _ N' 186,000 TOP OF ROCKFILL 4'1 SLOPE TYP. —TOE OF PHASE 1 BELOW EL,�2� SLOPE EXCEPT AT ROCKFIL�I — EX1ENa DR N WITH FLAP — O �/ HIGH WATER LINE ( / /VALVE TYP: 7 PLACES/ i' 22.0 SEE NC� �l \ ��--- EXISTING + 0) TRAIL ON / \ (D NI�Lp I p PILING — 0 00 00opo. - - o LA \0 \ INNER HARBOR L1NE�- 25 2f 1 .06 — ._ -- — _ _ __ - J 8 c�pOp \ p / o op C--•— -\ - _ -- —_� -. y —� T O O j Oar Sol TOM RIP o 000 �p 0 pf 1 1' TOP R4I:P1R.APO• ;;••.;;:�•/;',/;;_;•;�;'.:.::;..;;. ;;?;.;•;.;:; ;;;SLPE TOP-24 DRAINAGEF-• 0p DITCH OUTLET/. pp��O Oo (4 PLCS.) p 01 00 . . . . . . Z8Q .. ; �. : : -DRAINAGE DITCH j :. 1 ;': �'' :•;:•;:•;' :•;'- I.E. 21.68 - 8" _ - . CO •. . . . . . f •. 1 i D 46 EXISTING -- TOE OF \ - . ; . ; • .. BOAT HOUSE SLOPE • , .�. - y: r. .. :. ; . ..: % 1 1 6 NOTE 2 —� ' : ' : .. 1' 1 --- NOTE 2 \ 2:1 SLOPE TYP. 1 1 1 _ ABOVE EL. 24 11 1 I.E. 20.37 - 10" --- 1 �\ I.E. 20.87 - 6" � / \ I.E. 20.82 - 12" i 0 W.M.D. D.P.T. 6-30-92 ISSUED FOR BID Rev.# By Checked Date Revision Description NORTHWEST, INC. Engineers and Scientists Designed J.D.R. Drawn-W.M.D. Checked_ D.P.T. Proj. Mgr J.D.R. Scale —1 —30 (Unless noted otherwise) Date 6-15-92 Original Drawing 22" x 34" O.A. BOE N C FACILITIES FACE OF EXISTING BULKHEAD I.E. 20.42 — 8" I.E. 20.87 — 6" / I.E. 20.87 — 10" NOTE: 1. ALL FILL ABOVE EL. 24 TO BE COVERED WITH EROSION PROTECTION SYSTEM. IMPERIOUS MEMBRANE TO BE ANCHORED WITH SANDBAGS SECURED WITH ROPES. SANDBAGS TO BE A MAXIMUM OF 15'-0" CENTER TO CENTER BOTH HORIZONTAL do VERTICAL. SEE SPECS. i 2. CONTRACTOR TO EXTEND EXISTING DRAINAGE FACILITIES (7) TO EDGE OF NEW FILL AS SHOWN. DRAINS MAY BE COMBINED IF DISCHARGE OF ADEQUATE SIZE IS PROVIDED. SEE SPECS. 3. BASIC STOCKPILE INFORMATION: BASE FILL AREA 146,891 SO. FT. TOP FILL AREA 15,667 SQ. FT. TOTAL FILL VOLUME — 60,000 CU. YDS. LEGEND: EXISTING / 0 A FILL DRAINAGE / © TEMPORARY RIPRAP SLOPE PROTECTION FACILITIES �i © STOCKPILED FILL MATERIAL COVERED WITH IMPERVIOUS MEMBRANE EROSION PROTECTION QD ROCKFILL v v� 13826 O �� �., ISTE4�' SSIONALyG EXPIRES 8-10-93 CITY OF RENTON RENTON, WASHINGTON CEDAR RIVER DELTA PROJECT L L R •. I Y- Contract No. 4 PHASE 1 FILL PLAN 494 AT BOEING WATERFRONT Drawing No. Rev. PH1-3 0 t"ri �A V� � m d � r y y No o � w 0 010 n