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HomeMy WebLinkAboutSWP2703057.52� �` 1 'r9.79 1RiCAF EXISTING LEVEE 1 2" TO 2411 R I PRAP ROCK LAYERING NOT TO SCALE �- 12'� r\ A F ) 2e1 1 2" — 24" RIPRAP PERMEABLE LEVEE NOT TO SCALE EXISTING LEVEE ---- 2 ° I 0 LINE W/FILTER FABRIC FINISHED q ELEVATION A 3:1 3:1 DO*:,: ,r—GRAVEL—� ' `° � ov 0 W I L L 0 W W I LLOW STAKES STAKES 6" — 1 2" COBBLES 10, RIFFLE/SPAWNING AREA TYP, NOT TO SCALE Profi I I o Window - - - -- - - -- ----- -- --- ---- -- - - — - — - - - - --- --- - ----------------------------- ----------- -- ------ -- -------- ------------------------------ ----- ------- -- ----- -- - - - - --- ---------------------------------------------------------------------------------- -- -- -------- ------- --- - - - - - ---------------- ---- - - -- ---- -- -,-- --- - - - -- —------------------------------------------------------------------------------------------ �LI-T---------- - -- -- R I FFLE TO RIF LE - — ROAD C SANG �- -/ ; - ---- -� -------------------- - -- - - -- - --- -- --- - -- - - - - -- - -- - - - - - - - - - - - - - -- - -- ------ - - -- - - - -- - - - ---------- o gel _& -------- - --------------------- __ r - -- ---- - -- -- -- - -- -- POOL ; J CD O O O un r- cc v n r ti NOTES o I OVER ALL SLOPE OF CHANNEL I S 0 .3 REDUCED TO 50% OF FULL SIZE 2. 5 0 l POOLS TO BE PLACED BETWEEN a U.S. ARMY ENGINEER DISTRICT, SEATTLE 1 -4-20 1 +70 9 2+20- 2+70 9 3+20- 3+70 9 4+20- 4+70 CORPS OF ENGINEERS 3 5 0 LONG RIFFLES T O B E PLACED I N SEATTLE, WASHINGTON CEDAR RIVER MITIGATION BETWEEN POOLS 4 PLACE CLEAN GRAVEL IN RIFFLES AND BETWEEN STATIONS 4+70-6+60 TO A DEPTH CIVIL DETAILS i OF 12" . RENTON WASHINGTON CCAIPU TER AIDED SIZE INVITATION NO. FILE NO. DATE: PLATE This project was designed by the Seattle District U.S. Army Corps of Engineers. D Es1c1 a The initials or signatures and registration designations of india;duals appear DATE AND TIME PLOTTED: 17-JUL-2000 13:49 DAeF* p E-19-1-7-1 OOAPRO6 C-3 within the spec ica'ions or on these project documents within t^e scope of their employment cs required by ER 1110-1-8152, Professional Registration. — DESIGN TOLE: 1:�design5�miscociv4cdr_mitOmscmcd0a.dgn 3 � DSGN' MJC CHK, SHEET 5 OF 9 TOP ELEV . VARIES 4 BACKSLOPE� �--- 2 o I RIVERSIDE IT I M IM i 1 � ELEV ® 80 .0 NOTES-. RIPRAP---/ . MATCH TOP OF NEW LEVEE WITH THAT OF EXISTING LEVEE 2. LINE BOTTOM OF PERMEABLE LEVEE W/ FILTER FABRIC (N I COLON M I RAF I 550X WOVEN FILTER FARBR I C OR EQUIVALENT) PERMEABLE LEVEE g NOT TO SCALE g