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APPFtOXIMpTE p ASE i `i FULL DESiGN i 'x " �w ; 'z'�,I
<br /> LIMI�, SEF},�O�ARD;: ,EV�'LOPMENT : ; i �', W� �'v�s
<br /> _ BY pi ND_FOR C�NTIN� �'TIOIN i `_ � ; y ,,,o 0 0 � � ',j NOTES: LEGEND:
<br /> � I ��� +q Y�P�-� � �� •,`-� � �I ''� j��� j� � 1. SEE SHEE( C7.1 FOR CI7Y -Sp- STORM DRAIN
<br /> � � I I � �� �, �� "'pRE� � � � � ,,F' ' � � '� V��� h �,�i STANDARD DEfAIL REFERENCE. �_�p_ FLOW DIRECTION
<br /> ¢ �° I I I I I � � ! i I �w LJ I i f 2. FOR CATCH BASIN, STORM � CATCH BASIN, 'n'PE A
<br /> � �� ��� I ; � � F-Q Z�" � MANHOLE, AND WATER QUALITY
<br /> I I I II �. I ' � ,�,'( N lL�m � <<'�, TREATMENT SYSTEM, LOCATIONS Q CATCH BASIN, TYPE 2
<br /> I I °�I � I ,'��� ��Q F-Z� >� REFER TO THE CENTER OF THE
<br /> � ��� � �,F � � STORM MANHOLE
<br /> � - � � i� r4z� L���Z O f r• STRUCTURE. 0 �
<br /> I 3 I I ��� � � I Z ��2 Q I � i 1 4J � TRENCH DRAIN, SEE A
<br /> I �'\ ; �(n W� `���. �� 3. WHERE WATER, GAS, POWER,
<br /> • �� � � - � �� �� O W��Z I P'�(%�G' � `-,�' 1E�EPHONE, AND COMMUNICATION �
<br /> �
<br /> ' � -- j.��,�y�� O- F' �.- CABLE INTERSECT STORM LINES, CUT-OFF IKE
<br /> D C7.15
<br /> .--..
<br /> M �I � i - � ' , p Q7��Z I DEFLECT WATER. GAS, POWER, -G-- _PftOPOSED GAS
<br /> �, "" I �I� Y,� Z=W�O � TELEPHONE AND COMMUNICATION -W- PROPOSED WATER
<br /> V � I �� °'�y � � � BACK OF WALK �•� ;._..... W d tA-U
<br /> �� CABLE UNDER STORM LINES.
<br /> � - I � � � � � - ' �I.-i SS- PROPOSED SANITARY SEWER
<br /> �-' �I � �1 i_-_�___._ � --- -'- I ''iY�r 3 J.3-� ;i 4. PROVIDE 12-INCH MINIMUM
<br /> � \ ' -P PROPOSED POWER
<br /> W � � � G G G G G G G G G 1yG G G G��; ATECRO SWGS�EEN UTILITIES _T PROPOSED TELEPHONE
<br /> S U
<br /> N W ,'.. I W / � I i ! ��,:�
<br /> W � I Q � � �y 5. EXISTING CONDITION OF WEST --�-- PROPOSED COMMUNICATION
<br /> � __�._ � �_„� �- pT1� _ „ � # 2 B 34,,, i� �` MARWE VIEW DRIVE IS SHOWN. o-fl PROPOSED LIGHT POLE
<br /> _._._Y.. �____ ;t -- -r----:., _.._ �_ ._ � �____._ �;.
<br /> � __._ . ._ -I 1 . � _._ .. _ - ___.. __ --- -_ � ,i , FOR FINAL IMPROVEMENTS, SEE
<br /> _ ..,. _ �...
<br /> � e� �� � � J� WJ� W M �.� , WEST MARINE VIEW DRIVE � TREE WELL
<br /> � �Q oT \.--' IMPROYEMENT BY DEA. -
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<br /> � - -91 00 I I+ - - + - _ - -� _ -�-- _ _ � 95+00 �.�,�_
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<br /> N � _ T_ � T_� °�#29_ -� - - - - - � � ; ,, STORM DRAIN STRUCTURE TABLE
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<br /> Z �B #2 ' 4 I � -0 -"r � CB #30� r I : INVERT GRATE
<br /> J � � CB N0. STATION OFF5EI' RIM TYPE
<br /> c� 1 � q i 'f EIEVATION TYPE
<br /> � - --�-C ,o -C U �/c/ � � LO%� � r I WM CB 1 #3� f"'�� u,� �-"`�.\\�;� I CB #28 STA 90+64.10 28.66' RT 22.02 15.62 2 406A
<br /> a ao tz'm+- � ��9 � j '-�t._.___ �:t
<br /> � ��q, N I y� � � � �B #30A � � j ` i�,_� _ \' CB #29 STA 91+39.10 28.66' RT SEE PROFILE SEE PROFILE 2 406A
<br /> 1 � � �� BACK OF WALI( Y 1^ Y < Y � ��\ /� � ;: CB #30 STA 93+00.00 30.66' RT SEE PROFILE SEE PROFILE 2 406A
<br /> CB 3 a � � �-`" ' �,' � � � �? �':n--;� �^�'� _�3_ CB #30A STA 93+00.00 42.34' RT 19.46 16.46 A 406A
<br /> , --- i 'r%.,..;!i�i/i i,,:%�/� !�f�;%� i�ii ,:.,..r .:s .-�!^ �i,/ .�` 1'! CB #31 STA 94+10.30 30.66' RT SEE PROPILE SEE PROFILE 2 406A
<br /> MATCHLINE STA 11+75.10 - SEE SHEET C7.5 cB #s2 STA 94+10.30 ��.ss' �r i�.s2 14.86 A 406A
<br /> CB #33 STA 94+65.00 30.66' RT SEE PROFILE SEE PROFILE A 406A
<br /> ;...._.............:__......._.....,..................:.............,.,....;..................:............._.....:...............__:...._............:...................:...................:.........._........:..._._............:..................................................._...:.... ... . . .
<br /> CB #34 STA 94+65 00 17 66' LT 16 94 15.14 A 406A
<br /> M ' a4f z z v� � x° w� �� CB OTE: FORATYPE 2.CATCH66ASINS,TS�T GRATE AT`CURBLINE RO
<br /> [[ FfLE 2 406A
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<br /> o PROFILE No-rE: I ���� -I
<br /> � IF "L" DOES NOT MEASURE 1"
<br /> � HORIZ: i" = 20� ADJUST SCALES ACCOR�INGLY.
<br /> VERT: 1" = 4'
<br /> �N PROJECT EqGiNEER: SCALE: .DWG. NO.
<br /> ' a � ■ ' ' ' • ' ot�NwK A� H. KUYPER AS NOTED PORT OF EVERETT
<br /> � Port o y „ �'y9 °ES'�"m BY °"� NORTH MARINA REDEVELOPMENT C7.4
<br /> D. YE AUGUST 4, ZOOE qP N0.
<br /> � 728134th Street SW�Suike 200 oRAWN 8,.: �„E�K�BY: INFRASTRUCTURE PHASE 1 3-0-oo3-os
<br /> N A�3/16/07 CONFORMED SEf ADDENDA ?-4 O'�f ���E°�`
<br /> a P.O. BOX 538 Everett.Washington 98204 �88�ONAI.E�� "'' c����oN STORM DRAiNAGE PLAN AND NO�EC� PD-NM-2005-06 �
<br /> � EVEREft, WA 98206 Ph: 425 141-3800 � $�4/O6 PERMIT APPROVAL/CONSTRUCTION 3 ir a PPROVED BY:
<br /> o (425)�259-3164 � � - txriaEs 03/03/09 ' P R 0 F I L E - 13 T H S T R E E T
<br /> N0. DATE BY REYISION N0. DATE BY ttEvisiON � SHEEi N0. �6Q�� OF �G�
<br /> JOB No. 21-04-015 .
<br />
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