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3RD AVENUE 2ND AVENUE NOTES: LEGEND:
<br /> 1. SEE SHEEf C7.7 FOR CITY -$D- STORM DRAIN
<br /> MATCHLINE STA 30+38.00 - SEE SHEET C7.10 MATCHLINE STA 20+38.00 - SEE SHEET C7.8 �o STANDARD DEfAIL REFERENCE. „E_Sp_ FLOW DIRECTION
<br /> i ri
<br /> 60A 20 LF 8"0 � 2.0% ^ 20 LFB"� � 2.� ^ CB 53A 25 LF 24"0 � 2.0 I � �I ^ ^ V 2. FOR CATCH BASIN, STORM
<br /> � � 4.fl% q� # I MANHOLE, AND WATER QUALITY � CATCH BASIN, 1YPE A
<br /> � w TRFATMENT SYSTEM, LOCATIONS � CATCH BASIN, TYPE 2
<br /> G G G G G `� G G -G G G G G G G G
<br /> � I� I 29 F �2�� � �� �'`� REFER TO THE CENTER OF THE
<br /> 6 � r =__ Z � STORM MANHOLE
<br /> � � 1•8 a � vj STRUCTURE.
<br /> W W W�T W W W W W w _ -W W 3. WHERE WATER, GAS, POWER,
<br /> • � N \ � T - -- - � - T W EPHONE � TRENCH DRAIN, SEE e
<br /> ^ � � \� ' GC � ii � CB J(51 � �t CB l ND
<br /> �yJ \_- ,( CB #JV .ii � J 1/ �_ CB �JO '(/ �\ !'�$ 'l P Y .b_F...+�E'_ .
<br /> N -r=�-��-r�-T----T T__-��__��=C-_E=C _- _ -�-C__ _�__ _- _ --�T_-�-r=-=�� __C=7---�--7 _�__ ' _C-�,_C=�f_ N COMMUNICATION CABLE
<br /> 1b9+Ob �i'16 6(� 'r4� I��+O� 17 +0�� RE7AINING WALL 1
<br /> Q _ , _ �_ _ � INTERSECT STORM UNES, -� PROPOSED GA5
<br /> a . SS SS SS SS SS - SS SS SS SS -SS 55 SS-� SS - o DEfLEC7 WATER, GAS, POWER, -w PROPOSED WATER
<br /> 35 LF 8"0 � 1.071-� 32 LF 8"w � 1.0% � 22�"� $� � � -SS- PROPOSED SANITARY SEWER
<br /> � �37 LF 8"� � 1.0% I� CB 49 o COMMUNICATIONDCABLE UNDER
<br /> � ^ STORM LINES.
<br /> N __p__�-'__p____p____p__-_p____p____p_-__p__--p'___p_-_-p_ \_-p- -_p_ _ ¢rfb¢ _ _p_ __ _ p___ p�- _p ___p__-_P - N -P- PROPOSED POWER
<br /> �_ #55 � �� �^ 4. PROVIDE 12-INCH MINIMUM -T- PROPOSED TELEPHONE
<br /> � �� EEN UTILITIES
<br /> J _ _ .,�.�. .�-.-.�__ _w :-....._ _:-,": . .•.,. ;_a �. _... _. ._ .��� _�_, .�r ..:. _a ..� .:...: .r. .:..,, : r_._:.� _. A _ . _� AT CROSSINGS - PROPOSED COMMUNICATION
<br /> � CLEARANCE BETW
<br /> � �,�.�� � � � a I Q , C
<br /> �FOOTING DR41N i �N � .a N o-C7 PROPOSED LIGHT POLE
<br /> CONNECTION Jo I I �I Z �
<br /> j (FIELD ROUTE) TREE WELL
<br /> � �� �� � a �� � = WM WATER METER VAULT
<br /> Q � I � �
<br /> SEE PARKING LOT STORM DRAINAGE SHEET C11.2 �
<br /> STORM DRAIN STRUCTURE TABLE
<br /> CB N0. STATION OFFSEf RIM INVERT �,PE GRATE
<br /> N ELEVATION TYPE
<br /> CB #48 STA 112+33.00 11.16� LT SEE PROFILE SEE PROFILE A 406A
<br /> scn�e iN FeEr CB #49 STA 112+33.00 11.16' RT 20.74 17.45 A 406A
<br /> CB #50 STA 111+86.00 10J7� LT SEE PROFILE SEE PROFILE 2 SOLID
<br /> 20 0 20 40
<br /> CB #51 STA 111+25.00 10.27' LT SEE PROFILE SEE PROFILE 2 406A
<br /> _.................._......_..._........................_...................................__.......__................................................_.........._..__................._................................................__........................_............._.........._._...__..__................................................. �g �
<br /> - - - #52 STA 111+25.00 11.16 RT 20.92 17.92 A 406A
<br /> CB #53 STA 110+72.50 9.71' LT SEE PROFILE SEE PROFILE 2 406A
<br /> CB #53A STA 110+72.50 30.84' LT 22.48 19.00 A 406A
<br /> ..............<....................;..._._..........i...................;........._........>......_.._......5............:..._<-..................;................. ....._...._. .............. .....____. .............. ......,....... ..,........... .._.......... ._.__...... .............. .............. .._.....__. ._..._...... .............. .............. ....
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<br /> ...;.. ..;... _..;..
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<br /> ..<... ..;...
<br /> ..;... ..;:..
<br /> ;..
<br /> CB #54 STA 110+83.30 9.98' RT 21.43 �2•�3 N,S 2 406A
<br /> . i i ! i i : : i i i : i i i i �
<br /> 17.5 E
<br /> 3 CB #55 STA 110+55.00 19.16� RT 21.62 18.62 A 406A
<br /> �.i
<br /> --�'ro o w tn z ' ' s :3 � `" 3 � ', � CB #56 STA 109+76.50 10.27' LT SEE PROFILE SEE PROFILE 2 SOLID
<br /> .._�t:..ao �.. ............:............._....;.,..................':..................;..................;...................;. ' ... .�.., wzrn z � .
<br /> ,+9NiD .............. ... . W.� .,.... ........._.... .............. .....,........ .....p...ap...;.................. ....... .,.;:W...M..........i...................;..................;.IXi..+D.....�3..................'................}..;......,,..........;.......
<br /> _�a�d;�? ; � �ao c� co in •r rn� t �n n � CB #60 STA 108+12.00 10.2'7� LT SEE PROFILE SEE PROFILE 2 406A
<br /> O N.�.'-.^-.�- :� : : � : : ..� �M� N��O,�N . ' N ' Ni�n�•l\',., ��: - I NN . I'�
<br /> �
<br /> � II � � O1 W°J ,� � v�i r"�� °Dv '� V CB #60A STA 1 p8+12.00 30.84' LT 21.50 17.80 A 406A
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<br /> � v �w w w �w �w w w �w B #61 STA 108+12 00 19 16' RT 20 80 17 80 A 406A
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<br /> i ; /��� KEY MAP ��'��li�=-
<br /> N ' �: : : . ,-.. . Y
<br /> a ' NOT TO SCALE '�
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<br /> o HORIZ: 1" _ �d'
<br /> � VERT: 1" = 4' r �,��� �
<br /> 0
<br /> i ADJ STDSCALES�A CORSDINGLYn
<br /> PROJECT ENGINEER: SCALE: DWG. NO.
<br /> N � • � � � ■ � 6�NwKp � H. KUYPER as NorEo P O R T O F E V E R E T T
<br /> � PO�O :'` �, ry9 °a'�"E°�: °ATE: NORTH MARINA REDEVELOPMENT �7'7
<br /> D. YE AUGUST 4, 2006 CIP N0.
<br /> ^ 728134th Street SW�Suite 200 '�J o�,WN 8,.: �„E�KEo 8.,: INFRASTRUCTURE PHASE 1 3-0-oo3-os
<br /> c�v A 3/16/07 CONFORMED SEf ADDENDA 1-4 ��.�q�"c�sTER
<br /> � Everett.Washin ton 98204 0 F o.� W CIRID�N PRWECT
<br /> a P.O. BOx 538 9 Qp g�4/O6 PERMIT APPROVAL/CONSTRUCTION 9�/ONAI.E� � �i.o ppROVED BY: STORM DRAINAGE PLAN AND No. PD-NM-2005-06
<br /> ;, EVEREfT, WA 98206 Ph: 425�4�-3aoo � � P R 0 F I LE - 14T H ST R E E T �
<br /> _
<br /> a (425) 259-3164 N0. DATE BY REVISION N0. DATE� BY REVISION IXPIRES �3��3�� � �
<br /> JOB No. 21-p4-015 SHEET N0. 67 OF ���i
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