1300 W MARINE VIEW DR 2006 Plans 2022-12-27 (2)

NOTES: lEGEND� 1. SEE SHEEf C7.1 FOR CffY STANDARD DEfAIL -.—�$p-- SfORM pRA1N REFERENCE. G'�� E—SD— FLOW DIRECTION : 2. FOR CATCH BASIN, S70RM MANHOLE, AND WATER ��i� QUAU7Y TREATMENT SYSTEM, LOCATIONS REFER � CATCH BASIN, IYPE A h`2` � TO THE CENTER OF THE STRUCTURE. Q CATCH BASIN, TYPE 2 - y�� BACK OF WALfC V 3. OMMUNICAON CABLE INTERSET CTPST ORM U N E S. � 7REN H.DRAI�N SEE �/� � F-- DEFLECT WATER,-GAS, POWER, TELEPHONE, AND. � Ct1T—OFF DIKE C7J5 O� G G G G G G G G g t,�.� COMMUNICATION CABLE UNDER STORM UNES. b�� ' v=i G— PROPOSED GAS �1x `w 4. PROVIDE 12—MCN MtNIMUM CLEARANCE BEfWEEN w w w W w W W ,,y �w U'tlLt11ES AT CROSSINGS. W— PROPOSED WATER 5�� `rS' t CsoENCH DRAIN c� N —SS— PROPpSED SANITARY SEWER --'�--SS SS SS SS SS 5 - ��— SS SS , �� ,.�.�— � P— PROPOSED POWER (�� n �� q"�'�3'—'�'—�' "—��--�- CB �27 P__ ' o T— PROPOSED TELEPHONE � Z'�t �OD 2 � P__—_p____p____p_—__p____ O �Q' � / �_�_�,�TtIpSIBEE�p --89-t�fl6-- P----P—_"— co —C— PROPOSED COMMUNICATION ' \� SS �--_^-- c, - ' - ��F nq- - - - o �-O PROPOSED UGHT POLE � �v�� 55 55 55 55 �SS 12�� 'S5 SS Ss 55 � � . CB � 4 Q � TREE WELL �Z\ � � �j . wM WATER METER VAUtT �- 76LF8"001A� �'Z�``�--�� CB �25 ��_T _--l�� -. s_r_s_T- s-r .i Z �� / J` � � $� _ . f `�—r , ee #2s ce 3 � � � s so '--��---J==—�_ _ �---�----�---�----�—=--�---- -- �----�---�--- ►— 3TORM DRAIN STRUCTURE TABLE : `,_,o ia �a�w � 2.ox � CB N0. 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