HomeMy WebLinkAbout20170413 Ver 2_B-4943 current buffer drawing 2 of 5 - Copy_20180416Z
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REMOVE BRIDGE AND RETAIN—
E%ISTING CONC. A6UTMENTS
.4ND CONC. WING WP.LL$ UP
TO ELEVATION 345.5' TO 346_0'_
LAY SLOPES BACK 70 EXIS7ING
ROAD AT 1.5�.7.
LAKE MICHIE
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BANK SiA81LIZATION ��
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STA 14�:�15 TO 14+50 L '�T �
STA 14 :60 TO 14 �� 90 L �
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BANK STABALIZATION
CLA55 II RIP RAP
EST 700 TONS
E57 750 SY GEOTE%TILE
SEE DETAIL 2
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�ROCK PLATING � �
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TO STA 18 I 00 LT � �
ROCK EMBANKMENT
TO ELEVATION 341.3' +/— � �-
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EST 10 SY
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CLA55 8 RIP RAP
EST 20 TON
EST 55 SY GEOTE%TI! E
ROGK PL4TING �
FROM STA 16+50
TO STA 78+00 RT
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BUFFER DRAWING
SHEET 2 OF 5
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END TlP PROJECT B-4943
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PROIECT REFERENCE NO. SHEET NO.
B-4943 4
'.OADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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