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HomeMy WebLinkAboutD-308004LAKE WASHINGTON i N ,� / _ 1 �— 1 11 \\ 1\ \\ _ \ — — — — _ PHASE FiROCKFILL /�. / /.r-- 8.. Is G _ _ _ _ I / / / 12 I LiG B�OM� - - - -- - - - - — I \ � — -a � \ — � V186,000 PHASE OF 1 BELOW OP ROCKFILL HA EFIROCKFILL BELOW ELEr24P. TOOPEF� EXCEPT AT — \ /{ ROCKFIL�I _ / EX1ENd RA(N TCEFLAP _ $ HIGH EXISTING ORDINARY I _ / y o �� HIGH 4yATER LINE / /Sgp� EL�22. - 1 �� D / / \ / EXISTING / - — i "{ + 0 cn� / ._- / r _ — // _ _ ' TRAIL ON O _-- / PILING C)0.0 /' /; — -' • ; ; ; ; ; / . / ; ; ; ; ; ; ;'' ` �; ; ; ; . INNER, BOR LINE a d • -�\ •\ t �..._._ �.. ,•�. \ 8 �• O 'op o ?1'AP Bon' pM RIo °® : . • ' , • : , �r ®°o . $ovo 80 0 k . • ; /�: . '- \ /. /; °mpg, � y � ' �C'iQU °6� ; ; ; � �t • � . �' I .0 �, / '� ',,� 000' 'TOP RYPRAP& TOP 4.1 .SLOPE \ \ �_ \ � r. .gi- p LA - d _o Qo° �q0 �,�, °po o p Q og o X Q0o '° ' 1 fl �--" 1 B 1 •'.1'.•' � :�.': • ' ' • ' �% • ' ' '' • ' ' ' ; �: ' : • DRAINAGE � 000(2 �0 00 .%>606 /EL.' 15.4 DITCH OUTLET LET l � (4 PLCS.) 0d6 :•: /:OO:• •'••'•''_ '••:�`�:•' O N. 1 - 1 - - , o.'Obo,000°,0. { �. ;o0ago 4 nn �.. — r } 1. • : %; . • ; : • : • DRAINAGE DITCH T� :: ;:i:•;: ;:•;: ::- 1.,': T I.E. 21.68 - 8" �':•' ''•'' •'' D :�:•': ;: ':•': ': :: 2j p < 1_ .:.._.•,.,•:,•:- •;.•;12;;.�' •�' ' ' 11\ FACE OF EXISTING BULKHEAD ro EXISTING TOE OF ° : : • 1 -r'' . ' . . ' 1 I. 20.42 - 8" a BOAT HOUSE SLOPE �. ' :. ' . • ' '_'- -'� ''_. ' ' . / \ 1 °, . \ :: v r,•1\ I.E. 20.87 - 6" _i i6.;:,:•:;•.•'' y NOTE 2 I.E. 20.87 - 10" G o NOTE 2 NOTE: 000 t. ALL FILL ABOVE EL 24 TO BE COVERED WITH EROSION PROTECTION SYSTEM. .IMPERIOUS 1 1 MEMBRANE TO BE ANCHORED WITH SANDBAGS \ \ 1 \ SECURED WITH ROPES. SANDBAGS TO BE A \ 1 1\ BOEING A C I L I T I E S MAXIMUM OF 15' -0" CENTER TO CENTER BOTH \ 2:1 SLOPE TYP. 1 1 \ HORIZONTAL k VERTICAL SEE SPECS. \ _ ABOVE EL. 24 1\ \ y 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. \ I.E. 20.37 - 10" SEE SPECS. \ / J 3. BASIC STOCKPILE INFORMA11ON: BASE FILL AREA = 146,891 SQ. FT. \ I.E. 20.87 - 6" i TOP FILL AREA = 15,667 SQ. FT. \ TOTAL FILL VOLUME - 60,000 CU. YDS. \ I.E. 20.82 - 12" \ / / LEGEND: \ / / p FILL DRIAINAGE / / t@ 8 TEMPORARY RIPRAP SLOPE PROTECTION FACILITIES / / © STOCKPILED FILL MATERIAL COVERED -- — — - ' WITH IMPERVIOUS MEMBRANE EROSION 26 PROTECTION ROCKFILL y — D• �8 Contract No. NORTHWEST INC. �aFw�j1� CITY OF RENTON F'C.� I�% °I�I�•Di %l`�1'QC.tC-�'Gd'4�' . Engineers and Scientists ,y =wfr "x °z RENTON, WASHINGTON PHASE 1 FILL PLAN 494 •4 13926 Drawing No, Rev. J.D.R. W.M.D. D.P.T. J.D.R. �'o'P IS.�+ CEDAR RIVER DELTA PROJECT AT BOEING WATERFRONT g _ Designed Draws Checked Proj. Mgr •'g, O W.M.D. D.P.T. 6 -30 -92 ISSUED FOR BID 1 " =30' 6 -15 -92 9Sf0 A PH1 -3 O Scale (Unless noted otherwise) Date Rev.# By Checked Date Revision Description Original Drawing 22" x 34" O.A. - Emus 8-10 -93