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Figure 27 Proposed Revetment Design
( • 1.1;voirdicomral---———————— — .25'L1LLW 411111 2 ..-..,_ ,:r 6.10 TON le :�`.••' '• ' '- _ DESGN WATER LEVEL ...maw -: r �>r 1s •:%:•::i-...-: :;•. - t. VIM imik 2-6TCN 1 ..•, �rn_- I_==:�:i -!,,-.�.S�-ice._ — • \\. • . SECTION A-A N.T.S. •k+ r4Cft 43%1455T HARgO • -.4111 131>/--%1Z-rN\ \ P` REV EN7 . _ . • •"oRTUGUESE BEND ' . ' "c12. - P 2.000' ' • . . . I..\ • . . . ...‘ ••-%'''-.-.•% INSPIRPOINTATION 3 - 30 a•—•------ WATER DEPTH CONTOUR (FEET) Project No. 1960050-03 --ZE - PROPOSED REVETMENT DESIGN Scale 1 :600• (MODIFIED AFTER USACE, 1992) D afted by EAS 1 LLB Date 4/8/97 Figure No.27