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<br /> � � u u_ ._�-,w:_ ._.._f�__.��. _ , , .3 ,, . NOTES: END:
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<br /> , .�..,.. ,,.- _._ - � �. _
<br /> . ., � �, ..-'. . - - � S REFER
<br /> . ,�.... , _ , a a e .
<br /> ` ' 4 " " ' " ' ` TO THE CENTER OF
<br /> - . •�, .<_ . , � � `r M THE STRUCTURE. F�SO- FLOWMD RECTION
<br /> , _
<br /> d-
<br /> ,_•. .. . , . � ` � . . '
<br /> , , FOR CATCH BASIN, STORM MANNOLE, AND WATER
<br /> QUALI'fY IREATMENT SYSTEM, LOCATION
<br /> _.__.___. ___�__ �_._¢_____:,.. � . �__�__s_:: _..�____�_�_�.---------._.. __.z..�. _�_'- ------- - �._'____----�--- ---=- ASIN TYPE A
<br /> CONNECT TO 2. WHERE WATER, GAS, POWER, TELEPHONE, AND ■ CATCH B ,
<br /> EXISTING MANHOLE �_ ; 14 LF 8'0 � 1.0% COMMUNICATION CABLE INTERSECT STORM LINES, 0 CATCH BASIN, lYPE 2
<br /> IE SEE 7.11 ,:) DEFLECT WATER, GAS, POWER, TELEPHONE, AND O 5TORM MANHOLE
<br /> 61 12"0 � 1.0%
<br /> 4U SD COMMUNICATION CABLE UNDER STORM LINES. ///�--���
<br /> CB #91A CB #91 iP CB #9 CB #90A � TRENCH DRAIN, SEE�
<br /> 14 LF 8°G � 1.0� STORM FILTER STANDARD DETAIL NOTES: 3. PROVIDE 12-INCH MINIMUM CLEARANCE BEIWEEN
<br /> • SYSTEM 1 UTIUTIES AT CROSSINGS. � CUT-OFF DIK£ C7.15
<br /> REFER TO THE FOLLOWING CIiY OF EVERETT
<br /> CUT-OFF � FLOW SPLITTER 1 STANDARD DETAILS --G--- PROPOSED GAS
<br /> � ----W-- PROPOSED WA7ER
<br /> DIKE, SEE C7.15 I �� _ TITLE _ _ _ . _ _
<br /> 40 LF 12"0 � 1.0% -SS- PROPOSED SANITARY SEWER
<br /> SDMH #17 0 402 CATCH BASIN TYPE A
<br /> + -P- PROPOSED POWER
<br /> 13 LP 24"0 � 2.0� "� AQUA-SWIRL 1 4pq CATCH BASIN TYPE 2 --T PROPOSED TELEPHONE
<br /> SD H 16
<br /> 54�0 CB #92, 48"6 405 FRAME FOR GRATE OR SOLID COVER -� PROPOSED COMMUNICATION
<br /> SDMH #18, 48"4 17 LF 12"0 � 1A� 406A GRATE FOR CATCH BASIN OR INLET o--❑ PROPOSED LIGHT POLE
<br /> 25 LF 24"0 � 1.0% Z ( � 406B SOLID COVER FOR CATCH BASIN OR INLET � TREE WELL
<br /> W b� WM WATER MEfER VAULT
<br /> APPROXIMATE I Q � p 407 T(PICAL FRAME AND GRATE INSTALlATION
<br /> PHASE t � �
<br /> LIMIT��UCTURE �, � STORM DRAIN STRUCTURE TABLE
<br /> I _ BACK OF WALK
<br /> 1 N INVERT GRATE
<br /> � � �+ � � � CB #14A STRUCTURE N0. STATION OFFSET RIM ELEVAiION NPE IYPE
<br /> M CB #1 STA 81+61.78 28.26' RT SEE PROFILE SEE PROFILE 2 406A
<br /> C G � G G G
<br /> WM 3 a������'�� � CB #2 STA 82+72.50 27.77' RT SEE PROFIIE SEE PROFILE 2 406A
<br /> _'-.P\ G
<br /> --'P- CB # 3 $3 12 0 DI @ 1.0% CB #14 �� #�+ STA 81+98.09 42.34' RT 20.84 17.42 A 406A
<br /> � � ti SDMH 3 STA 83+65.54 16.95' RT SEE PROFILE SEE PROFILE 2 SOLID
<br /> f�� � �' � y, .�. #
<br /> �}�---���p\ �W w W 12�STREET W W � � .tG CB #13 STA 82+10.00 19.16' LT 19.73 17.73 A 406A
<br /> I_ 81+ 0 P� 82+ � +00 � �
<br /> - - ' - - �'-- -� P -P--_�P /y �,� CB #7 4 STA 82+92.52 19.16' LT 21.08 18.56 A 4 0 6A
<br /> 22 LF 8��0 32 LF 1 "0 I � � CB #14A STA 82+92:52 32.84' LT 21.6 18.7 A 406A
<br /> I ce� s + 3 ss- �s�s� ss ^ss ss s F,`�'
<br /> �� � �B �� � CB #15 5TA 35+62:50 10.16' RT 19.77 16.57 A 406A
<br /> /
<br /> 2 LF 12"W 3 8 LF 1 "0 p CB #16 STA 35+62.50 10.16' RT 19J7 16.77 A 406A
<br /> 1.0% 1.0%� O'
<br /> � � SDMH #2 � CB #2 �x� N CB #17 STA 81+98.09 11.16' RT 19.74 17.41 A 406A
<br /> SDMH 1 � �B #� � SDMH � CB #18 STA 81+02.00 11J6' RT 19.74 17.52 A 406A
<br /> �- �-==1�=-21��ES2"� -_�_ - �� _ _ _ 15 LF 8'0 � _�_�__�__���===c= �3 ,tP CB #19 STA 81+02.00 11.16' LT 19.74 17.74 A 406A
<br /> � r��-- arTro� � L;; �i
<br /> - � �•�% � / SCALE IN FEET -
<br /> �� ��-L � SDMH #1 STA 80+8626 28.58' RT SEE PROFILE SEE PROFILE 2 SOLID
<br /> � CB #76 CB 15 �B #� u gACK OF WALK �,I ,`�,`�� 20 0 2o ao SDMH #2 STA 81+98.09 28.10' RT SEE PROFILE SEE PROFILE 2 SOLID
<br /> ,�,P SDMH #16 STA 36+95:00 12.47' RT SEE C7.71 SEE C7.11 2 SOLID
<br /> MATCHUNE.:.STA..35.+.5Z.C10..-..SEE..SHEET._G7.10 ........ .. .:....... ... . .. . ...... _
<br /> SDMH #17 STA 37+26.00 14.77' LT SEE C7.11 SEE C7.11 2 SOLID
<br /> SDMH #18 STA 37+13.39 12.05' LT 18.23 13.25 2 SOLID
<br /> 1......a......_.:....................;................ }�.......;.... .. _ ' -
<br /> � �i ;.. ;._ Z �..............._. _........ Q�..... ............... ^ CB #90A STA 37+35.00 44.34' RT 17J4 13.53 A 406A
<br /> � : : a wz .:� : ,� ` � !..3Z .. . v
<br /> _o M� o d�W N v �W� � N : � � � CB #91 STA 37+35.00 30.66' LT 17.0 14.0 A 406A
<br /> ��°D`� � N�� N 0D^ � �"�' � Ni �rn W CB J�91 A STA 37+35.00 44.34' LT 17.74 14.14 A 406A
<br /> �NNh ���^ N OMN � O� Z . W 7f
<br /> 24 x n�.- ; ;�N�`° N � � 24 =
<br /> � NNh : : ' � a �`7�
<br /> :..........................� .II...........: _.�. �� : ' ....�k � ............ .............. .... ......... CB
<br /> �It.tt.._....._.............._............;...................;.. p......_.........<................. �i...:................z.;... xl i. tn #92 STA 36+95.00 29.77' RT 18.72 12.99 2 406A
<br /> � . . �l�-w m .. :� m�II fl :...........g'I�II II �� II o ...�...�i II � � �
<br /> cn �-_ � �w w o _w w ' ' m w � � w W AQUA-SWIRL 1 STA 37+04.52 12.41' RT SEE C7.11 SEE C7.11 - SOLID
<br /> rn ir__ c� �_ w cn �_
<br /> W N FLOW SPLITfER 1 STA 37+13.22 12.41' RT SEE C7.11 SEE C7.11 - SOLID
<br /> �
<br /> ZO � 20 � STORM FILTER SYSTEM t STA 37+25J9 3.14' RT SEE C7.11 SEE C7.11 - SOLID
<br /> __._...._..;....... <.............. _...... _... _.._...._.. o
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<br /> ; � ; ? � � � NOTE. PE 2 CATCH BASI S. SET GRATE AT CURBLINE
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<br /> � � I'��'i�li�Y�ti I�
<br /> � KEY MAP f ���� �� @iI� ��,.
<br /> o PROFILE � Nor -ro scn�E � -� � ��II NOTE: I --�
<br /> IF "L" DOES NOT MEASURE t"
<br /> � HORIZ: 1" = 20' ��__:_ h��' i ADJUST SCALES ACCORDINGLY.
<br /> _
<br /> �.- '. .. .._. ' ...._ <..... _. . :
<br /> _��RT:. .,��.=.4� <. . . o T �NEER. R T O F E VE R ETT W . .
<br /> � � PR JEC EIJG � SCALE� D G NO
<br /> M � • � � • � o�Nwa �p� H. KUYPER AS NOTED P O C 7.1
<br /> � POrt O y�p �o oEs�cNeo D. YE AUGUST 4, 2oos NORTH MARINA REDEVELOPMENT CIP N0.
<br /> 728 134th Street SW�Suite 200 � INFRASTRUCTURE PHASE 1 3-0-oo3-os
<br /> � DRAWN BY: CHECHED BY:
<br /> � A 3/16/07 CONFORMED SET ADDENDA t-4 �O'�FG�S67E4�'O
<br /> � Evere$.Washin ton 98204 0 .g.y oc� W. CIRiDON PROJECT
<br /> � P.o. eox 538 9 0 8/4/06 PERMIT APPROVAL/CONSTRUCTION 8/ONA���� , APPRo�Eo�: STORM DRAINAGE PLAN AND No. PD-NM-2005-06
<br /> :, EVEREfT, WA 98206 Ph:. az5�4�-3soo� 0 � � P R 0 F I LE - 12 T H ST R E ET � �
<br /> . p (425� 259-3164 JOB No. 21-04-015 N0. DATE BY REVISION N0. DATE BY REVISION IXPiRa 03/03/9 � SHEET N0. 61�� OF ��i�{
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