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HomeMy WebLinkAbout20170413 Ver 2_B-4943 current buffer drawing 2 of 5 - Copy_20180416Z 0 � � 5 0' 0' I 0 0' GRAPHIC SCALE S 49' 29' 29.3' E —L—POC Sta.10+00.00 SITE I .i`a� � �T'Yo \ � 'Q � ��`"� \ � • � e?F\ oc� � h ? �\ � � �� \ � � � BI , ` � `� c�. �:�_: � �; �� '� 05 �... - . �- - . �0. 0\ . 0`� ROCK PL4TING—� FROM STA 10+50 TO STA 13 �I 00 RT �X������, ALLOWABLE IMPACTS ZONE 1 � � � � � � � � ���� � � � � ALLOWABLE IMPACTS ZONE 2 � � [r. r^ � v �� � �� � �o 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 � �� ;�� '�� � ''� x��T�- ��i � DETAIL 1 ��C�\J X /< TOE PROTECTION �/ 1 noi �o s�alel / � ��� slnvF � /� ti E �ao� o d �EorE��« i d 2 Ft Tyue ol Line.— C1A55 B RiG. Rap FROM STA. li+l6 TO STA. 15+50 -L-- RT DETAIL 2 � BANK SiA81LIZATION �� � r�oi �o s�oi�:i � 3Om„ \ 2 0' rvws GEOTEXlILE � �� - Typoo�Liner= CLe55IIRIVRAP �'l i STA 14�:�15 TO 14+50 L '�T � STA 14 :60 TO 14 �� 90 L � \ ✓ O �SITE I BANK STABALIZATION CLA55 II RIP RAP EST 700 TONS E57 750 SY GEOTE%TILE SEE DETAIL 2 � a�� SITE I �ROCK PLATING � � FROM STA 15+09 . TO STA 18 I 00 LT � � ROCK EMBANKMENT TO ELEVATION 341.3' +/— � �- SEE DETAIL SHEEf 2G-2 � � ,��� 0ti ; - � a.� -� _ , . - ��...� . 'v�i � `4i : �� _C _ T - � �_� � , , � �� - - SITE I s 'S; 'S CL455 � RIP RAP ., � CST 3 TON EST 10 SY GEOTEX71lE TOE PROTECTION SEE DETAIL 1 CLA55 8 RIP RAP EST 20 TON EST 55 SY GEOTE%TI! E ROGK PL4TING � FROM STA 16+50 TO STA 78+00 RT O SITE I BUFFER DRAWING SHEET 2 OF 5 O , — SITE I END TlP PROJECT B-4943 —L—POT Sto.l9t50A0 N B5 48' 43J' E I GRAU 350 �,�/ —'�{� ------- � F O � N N o g�= N , _--� L/ �AT� � � sa raPeR E 96.29 �T.$� �• Ig � 35.64' . S\ • � Br \ f SITE � � � �U � " �� �i l '}Ir' 1 0 I � � ; � PROIECT REFERENCE NO. SHEET NO. B-4943 4 '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER • � �'i�.��e �- ��"�� 5 "r € w� �, i „� .� ��En�r���iv�iiziNL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I � � � O o� ZZ 30' 0' 60' GRAPHIC INSET SCALE N SITE I _x_r :� � ; \,\ : --' _��' / SITE I 0� FOR -L- PROFILE,SEE SHEET 5 FOR SfRUCfURE PUWS,SEE SH£ETS S-ITHRU S-T