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HomeMy WebLinkAboutD-2817124 /} f' ; SCANNED SEP, 13 2002 1 L� G J 0 RENSIONS SYIABOL ZONE FiESCRPifON GA o —E E BY �I A ' LEVEE P.I. 2 / I I I INSTALL TIDEFLEX DUCK BILL N 185, 425. 90 1 CEDAR RIVER FLAP VALVE. REPAIRf1A(M E 1, 298, 636, 73 / FLOW o PIPE END TO ENSURE PROPER INSTALLATION -NORTH ItiW A OF VALVE i _ -� LEVEE SHOULDER (LEVEE LEVEE P.I. 3 r BOEING . BRIDGE ' U) p -40 %o?� TYPE III, PLATE C/-X0 LEVEE FOOTPRINT N 185, 196. 10 LEVEE P.I. 4 LEVEE P.I. 5 1 1 / E 1, 298, 686. 82 N 184, 905. 38 N 184, 828. 75 I N � r E 1, 298, 748. 38 E 1, 298, 768. 60 U START OF LIE 1 Cn w EA 0#00 N 185, 554. 12 E 11 298, 609. 50 CD MATCH EXISTING GI ktE v ROAD P.I. 1 N 18 552.23 E 1, 298,5 off w 0 / GRADE SHALLOW DRAINAGE TO FN.R1 JRF CONTI i I US / SLOPE TO TOP OF CATCH BASIN -- 22' a r- I R 80 ROAD P.C. � / CD � a; �2' AIRPORT ROAD (REALIG U o 0PEN JOINT l G / GRADE SHALLOW DRAINAGE i 2- . A _ ROAD P.I. 2 / s °� M^ W �_ n j S S�0 E TO OP OF CATCH BAS N � e� AD P.C. to i - -- T' —~ A—METRO i ROAD P.I. 4 �5 24° SS SIPHON J PROTECT ROAD P.I. N 184, 766. 75 N 184, 730. 96 o-- , �` / T �? 1, 298, 740. 80 298, 74b. 751 � E N C13 T. d1, CD ko �. 12'OPEN DINT ! cG i -- i Z Q - PLAN 30' Is' 0 3o ! so wc �. - 30, o 0 co SCALE: 1" = 30' m W � 24 z - W in rcc W - - -- - TOP OF LEVEE w 20 0 15 w - 15 EXISTIN _WP _S 0RM D. N _ 10 5 METRO 24" EXISTING °o °o SS SIPHON 00 AS-BUILT C STATION o+ ± 0 + ° N 0 0 ° o °o ° + o IF SHEET IS LESS THAN 32° X 21° IT IS A �����LL REDUCED PRINT, REDUCE SCALE ACCORDINGLY �- U.S. ARMY ENGINEER DISTRICT, SEATTLE HORIZONTAL SCALE: 1° = 30' CORPS OF ENGINEERS VERTICAL SCALE: 1" = 6' SEarTE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 0 +00 TO 8 +00 KEY PLAN RENTON WASHINGTON NO SCALE 3_ urnw 4 _ v. n.+s aurz SWIP -�7 -283 C a o E» . D Esa a � D B -99 -0017 il E- 19 -1 -70 98DEC03 C -10 _ D a .,.� PWN � �. RRB w[E, is 4 /} f' ; SCANNED SEP, 13 2002 1 L� G J 0