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NOTES: LEGEND:
<br /> ^ `� 1. SEE SHEEf C7.1 FOR CIT( STANDARD -SD-- STORM DRAIN
<br /> U qq.� BACK OF WALK V DEfNL REFERENCE. .,�_Sp_ FLOW DIRECTION
<br /> W I � � ^ '� CB #45A �Z LF 8"0 � 2A� � �� �B #4�A 12 LF 8"0 � 2.0% � � � � w 2• FOR CATCH BASIN, STORM MANHOLE, � CATCH BASIN, iYPE A
<br /> W w AND WATER QUALITY TREATMENT SYSTEM,
<br /> _ �-G G G G G G G G G G G G G G G = �OCATIONS REFER TO THE CENTER OF QQ CATCH BASIN, lYPE 2
<br /> N I WM � II T N'M CB 42 N THE STRUCTURE.
<br /> gp w o STORM MANHOLE
<br /> N _____ � #46 CB #4� \ I,,�I �B #41 � � N � � N 3. WNERE WATER, GAS, POWER, TELEPHONE, �, TRENCH DRAIN, SEE e
<br /> W � y� NF' W,� W �W -^�W W W- W W � W A
<br /> a -1 � AND COMMUNICATION CABLE INTERSECT
<br /> • � �a - _ 34iLF 12"95 p 1.0% �\ - � - / _ 9 LF 12"0 (� 1. % - - � STORM LINES, DEFLECT WATER, GAS, - �
<br /> li � \ c � �:s�` REfA1NING WALL C7.15
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<br /> POWER, TELEPHONE, AND COMMUNICATION
<br /> 0 T -- 71T3+0�-- - -- --- -- 114+�b-- � - -- 7 1�+00 14TH STR�E"�-_ - _ _ii� �"o= _ i»+oo 0
<br /> --�----�- -� � - i- O CABLE UNDER STORM LINES. -G--- PROPOSED GAS
<br /> ^ .0 o SS SS� -�-8�-���y--- �-SS SS - S� � SS SS SS SS-� SS SS SS SS SS p -�W--- PROPOSED WATER
<br /> � � FOOTING DRAIN 4. PROVIDE 12-WCH MINIMUM CLEARANCE
<br /> N � CONNECTION h BETWEEN UTILITIES AT CROSSINGS. -SS-- PROPOSED SANITARY SEWER
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<br /> Q � � � Q -T- PROPOSED TELEPHONE
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<br /> � ``' '�` ' -C- PROPOSED COMMUNICATION
<br /> W �
<br /> FOOTING DRAIN � '/��,/� Z � PROPOSED LIGHT POLE
<br /> --i � � CONNECTION , �� `E z � TREE WELI
<br /> h � Q� �' J '1*�� 1 Oq F WM WATER MEfER VAULT
<br /> � I � � �
<br /> SEE PARKING LOT STORM DRAINAGE SHEET C11.2
<br /> STORM DRAIN STRUCTURE TABLE
<br /> CB N0. STATION OFFSET RIM ELEVAR�N TYPE G�EE
<br /> CB #41 5TA 114+62.00 19.16' LT SEE PROFILE SEE PROFILE A 406A
<br /> CB #41A STA 114+62.00 30.84� �T 22.49 19.03 A 406A
<br /> CB #42 STA t76+00.00 19.16' LT SEE PROFILE SEE PROFlLE A 406A
<br /> C8 #43 STA 116+00.00 19.16' RT 20.58 17.02 A 406A
<br /> CB #44 STA t 15+53.Oq i 9.16' RT 20.89 16.55 A 406A
<br /> _........,..................:..........._......,................._:.._................;_...:_._.,.....;........_.........;.._...............;..........._......;_......_.........;.:____..__..;......_..__......:....................;......_....._ _............ _._....... __. __... __.........
<br /> ,.. ;..
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<br /> + . . ROFILE SEE PROFILE A 406A
<br /> CB #45A STA 113+72.00 30.84' LT 22.75 18.87 A 406A
<br /> CB #46 S7A 113+38.00 19.16' LT SEE PROFILE SEE PROFILE A 406A
<br /> ..........:...._.............;..,..._....._....;..............__.;..................;..................;.........._.......i...._.............;....................;...._.......... . ....._....... ............_ ......_..._. ...,...�.,.,.. .............. .............. ....._....... ......._..... ...,.......... .............. .............. .............. ...
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<br /> � � NOT TO SCALE II
<br /> � �,.._.___.
<br /> s PROFILE � ~
<br /> o HORtZ: 1" = 20' � n-'�
<br /> � ��� �„ - 4 DJUST�SCALE�ACCORS INGLY.�
<br /> i
<br /> �N PROJECT ENGINEER: SCALE: � DWG. NO.
<br /> � . � � . � o�Nwk ,o� H. KUYPER AS NOTEo PORT OF EVERETT C7.B
<br /> N ! /`9 DESIGNED BY. DATE.
<br /> � O�O y " � D. YE AUGUST 4, 2oos NORTH MARINA REDEVELOPMENT CIP N0.
<br /> 728134th Street Sw�Suite 200 o�,WN BY: �„E�KEo 8,,: INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> � P.o. eox sss Everett.Washington 98204 �3/16/07 CONFORMED SEf ADDENDA 1-4 9,�B8��pA`�Np��'� w. c�R�ooN STORM DRAINAGE PLAN AND rPio�ECT PD-NM-2005-06
<br /> " EVEREiT. Wn 98206 Ph: 425 141-38011 � $�4�Q6 PERMIT APPROVAL/CONSTRUCTION 3 /s a PROVED BY:
<br /> o (425) 259-37 64 IXPIRES o,,03,09 . P R 0 F I L E - 14T H S T R E E T
<br /> � - JOB No. 21-04-015 N0. DA7E BY REVISION N0. DAiE BY REVISION SHEET N0. � EjE�� OF �G�P
<br />
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