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HomeMy WebLinkAboutSWP2702103.6 (2)k U U a N Ca3! r 5 1#6@8'cc #,d@ 16"c c {( % (' 2 1 __45 @ 16"cc 45 @ 12'cc MI 2" 7#7@6"cc✓ 6";6 EL 1 5.0 O OUTSIDE SW p — .r.r — 2/e-' - #5@12'cc #6@ 1 A7- WALL and FLOOR BOTTOM 64#5 @12"cc I 48*6 @16'cc� - - 7'' 3' r- - -- - __- ----- I -� EL 13.0, � ! w � #6 94#6@8%cf 4 _- _- 47#6 @16'cc .."4r i i I 1 � I •i � � I I J / #5 @12'cci i t ELEVATION -INSIDE U U NAB N' 2 y 7#7 ?6"cc 6NI6" _ •�� " 3 3w f �16" � N i Nl i N N R R N N EL 2.1 M 2 3' #6@16'ccf #6@16ccr -----#6@8'ccv-*, 8#5@12'ccV/ /,,_ # 7 ✓ FLOOR TOP 1 1# 5@ 12 " c c __y6 1 , 3" SECTION A -A 1 Q 1 2 Scale in feet D4m 2103 WINGWALL REINFORCING DETAILS P-1 CHANNEL STA 680+26.37 to 706+55 EAST SIDE GREEN RIVER WATERSHED KING COUNTY, WASHINGTON U. S. DEPARTMENT OF AGRICULTURE SOIL CONSERVAT ION SERVICE Dace KB 6/86 APPfoved by.---- ------------ --- Designed--- - - --- - - -- Drawn RB 6/86 ------------ - -- ---------- - - Drawrng No No 1 Checked._- _ - -- -- - �� of 10 ESGR-CO-2. SCS-ENG 313 REV 8-75