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<br /> NOTE3:
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<br /> ' LE6END:
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<br /> si .- ' .` ` - - - --L�-,.'-.�€- , 1. FOR CATCH BASIN T M
<br /> '4' _��- --_ _ =,_.i T�_ __- - - - -- , S OR MANHOLE> AND WATER -Sp- STORM DRAIN
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<br /> ^. ,... . .. y„ .,.4'' `,. �" • _ - '" .. --:�-�-_:._•�' _.-.o-=n='.`'� ' EATMENT SYS'FEM, LOCAFiONS REFER
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<br /> ',-:__^ ' .. : �,��-„-• •' '> . : : ": � . s '.< .� ..A �;�, . -F- FLOW IR
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<br /> � . . , ,_ � .. �..� TO THE CENTER THE STRUCTURE
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<br /> OUALlN TR
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<br /> e, OF SD--- D ECTIQM
<br /> CONNECT TO
<br /> EXI5TfNG MANHOLE ' 2• WHERE WATER, GAS. POWER, TELEPHONE, ANp ■ CATCH BASIN, 7YPE A
<br /> 14 � 8�� � �-0% COMMUNICATION CABLE INTERSECT STORM LIMES, QQ CATCH BAStN, iYpE 2
<br /> IE SEE 7.1t D 61 12"� O 1.0� DEFLECT WATER, GAS, POWER, TEE.EPHONE, AND STQRM MANHOLE
<br /> � COMMUNICATION CABLE UNDER STORAA UNES. Q
<br /> ,CB �91 CB �91 CB �9 CB �90A �r TRENCH DRAIN; 5EE�
<br /> 14 LF 8"0 O 1.0� STORM FlLTER STANDARD DETAtL NOTE3: 3. PR01(IDE 12-WCH MINIMUM CLEARANCE BETWEEN � CUT-0FF DIKE �i.�
<br /> SYSTEM � llTILITIES AT CRQSSiNGS.
<br /> REFER TO THE FOLLOWING C17Y OF EVEREfT
<br /> CUT-OFF t FLOW SPLITfER 1 STANDARD DEfAILS -G PROPQSED GAS
<br /> DME, SEE C7.15 I ,�� �
<br /> -W PROPOSED WATER
<br /> 40 Lf 12"� O 1.0� -SS- PROPOSED SqNfTpRY SEtNq2
<br /> SDMH �17 f 402 CATCH BASIN'IYPE A �
<br /> t3 LF 24"0 � 2.0% "' AQUA-SWIRL 1 4q4 CATCH BASIty 'tYPE 2 -P PROPOSEp POWER
<br /> WR
<br /> SD H 76
<br /> -T PROPOSEG TELEPHONE
<br /> g4�� CB �92, 48"4 4p5 FRAME FOR 6RATE OR SQLID COVER -C PROPOSED COMMUNICA710N
<br /> SDMH �18, 48"� W l7 lF 12"0 � 1.0� 406A GRATE FOR CATCH BASIN OR {NLEf � PROPOSED UGHT POLE
<br /> 25 !F 24'0 � 1.0% Z 1 $ 4066 SOLtD COVER FOR CATCN BASIN OR INLEt � � TREE WELI_ ,
<br /> j I o � WATER METfR VAULT
<br /> APPROXIMATE � Q � 407 7YPICAL FRAME AND GRATE INSTALLATION
<br /> PHASE t � �
<br /> uMF��srnucruRE `" I a sacK oF wr�K STORM DRAtN STRUCTURE TABLE
<br /> � {NVERT • Gf2ATE
<br /> I � x �+ � � CB �S4A STRUCTURE N0. STATlON OFFSE� RIM �A.��N TYpE �E
<br /> M CB #i STA 81+61.7$ 28.26' RT SEE PROFILE SEE PROFILE 2 406A
<br /> C G-_p\ � G � 3 � G aT�CF-8"���c CB #2 STA 82+72.50 27.77' RT SEE PROFlLE SEE PROFlLE 2 406A,
<br /> --P- C8 � 3 83 12"4 DI � tA% CB #f4 ' � CB #2A STA 81+9$.09 42.34' RT 20.84 17.42 , A 406A
<br /> ,�'' �W �\ W\ W W w �' V� W W � G�ti SDMH �3 STA 83+65.54 16.95' RT SEE PROFtLE SEE PROFlI.E 2 $OWp
<br /> I_ 12Tff STREET .� CB �13 STA 82+1Q-Od 19.16' LT 19.73 ' 17.73 ' A 408A
<br /> 87+ O \p� \�A� 82+ � +00 _p � � �tv� CB �14 STk 82+92.52 ]9.13' LT 21.08 18.56 A 408A
<br /> - - ' 22 LF 8"0 32 LF t "0 1 P �
<br /> � CB � � � SS �S�'87 SS 'SS SS SS � �t��v� CB �14A STA 82+92.52 32.84' LT 2t.6 18.7 'A 408A
<br /> �f �B � \i � CB #15 STA 81+60.16 47.38' RT 19.77 16.57 A 406q
<br /> 21 LF 12"� � 18 LF 1 "tD � \ p CB #16 STA 81+39.84 47.38' RT 19.77 18.77 A 4fl6A
<br /> m 1.09: � 1.0%�
<br /> SDMH � CB �2 x��� CB �17 STA 81+98.09 11J6' R7 19.74 17.41 A 406A
<br /> SDMH 7 � �B �� � 3 �� N CB �18 STA 81+02.00 11J6' RT 19J4 17.52 A 40&A
<br /> �_ -___�=-21 �,2"t� _=�-�L _ _ _ 15 LF 8 0 � ==C=�="�_=�-�.J=_ _ SDMH # Q,
<br /> �'Y.'Qy,'-- -��tUa/, C-L�` � CB #19 STA 81+02.00 11.16' iT 19.74 77.74 A 406A
<br /> � 1.0% „ o'F ��S �h SCALE IN FEEf SDMH �1 STA 80+88.26 28.58' RT SEE PROFfIE SEE PROFlLE 2 SOEIQ
<br /> � CB �16 CB 15 �B �� `� gp,CK OF WALK �1 G�� zo 0 2o do SDMH �2 STA 81+98.09 28.10' RT SEE PROFlLE SEE PROFlLE 2 SOUD �I
<br /> � :..................:....................:...............MATCHllNE:.STA..35.�-6.fi.30....-..;SEE..SHEET....C7...I.O...,...................; ............:.....�P�. . ........... SDMH #16 STA 36+95.00 12.41' RT SEE C7.t1 SEE C7.11 � 2 SOUD I
<br /> . . . . . . .............. .............. ............. ........... ..
<br /> . ...:.. .:.. ...,-..
<br /> SDMH #17 STA 37+26.00 i477' LT SEE C7.0 SEE C7.11 , 2 SOUD ,
<br /> SDMFf �18 STA 37+13.39 12.05' LT 18.23 13.25 2 SOLID
<br /> :....................:..... ..........>................_.<................. .............. .. ......... .......... ..............
<br /> : : ' : CB 90 STA 37+35.00 30.66' RT 17.0 13.39 A 406A
<br /> ,� .3... ...>.. .... ..... ....... ......... . .............�1...................;................ .... ............. `"
<br /> : : � w z : �, W ` .'`� .. .3 z o' .��.... . V CB #90A STA 37+35.00 44.34' RT 17J4 13.53 A 406A
<br /> -�M� O�N�FtO � �W� pp yN. � V 1- . .
<br /> � �E CB �91 5FA 37+35.OQ 30.66' !T 17.0 • 14.0 A 4-06A
<br /> �N�•jh ��NN� N CMN '� o� �Z� �i �.�rn. .�.j � CB �91A STA 37+35.00 44.3h' LT 17.74 14.14 A +}qgp;
<br /> :24 . p•-r, : r � .�`�(VI� N N� a! N
<br /> :....................y...._ : . :.................<.. ' ' .............. ..... . .. N•M-
<br /> �.s.p..�....................:...................... ' . ._..;�..'"..............;.. ........ �..;................zt...................;...................;........... L 24 CB �92 STA 36+95.00 29.77' RT f8.72 12.99 2 406A
<br /> [ i N��4J1�7 : : m '�.W.W.....,.............Q' ....�.�� .��................... _
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<br /> v� �W w c� �_ � � �i� � AQt1A SWIRL 1 STA 37+04.SZ 12.41' RT SEE C7.,11 SEE C7.1 t SOUD
<br /> : : : :
<br /> � N F40W SPUTTER 4 STA 37+13.22 12.41' RT SEE C7.11 SEE C7.11 - SOLID
<br /> : �
<br /> E 20 � : � : � � � � � STORM FlLTER SYSTEM 1 STA 37+25.79 3.14' RT SEE C7.17 SEE C7.11 - SOUp
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<br /> 1 1� �� �i 4G7 4'[OU6
<br /> V PUBIIC SEflY10E5 D PUBUC WORKS
<br /> :� a
<br /> % DEPARTMENT
<br /> : : : : A1 E �
<br /> � N : : : ' � � ' � U G� N^u flMrt I5 P6WME0 Pi1WR
<br /> M : p ; : � � • I: . ,t0 �RT�i6 u cAxSFRUGMN ON TI�6
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<br /> p ; ; : : .: : : : : . . COND�ONALpE CURRE T�ST . .
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<br /> a . . • • : : . AND EXP ESS PEPMIT .
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<br /> � . . . . . KEY MAP
<br /> : : ; : : : ; � fOH CO C 9N Y^^v.EE�J ISSUF^�
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<br /> m I: PRQFILE .�, �crz ._..
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<br /> � � � '- � ' ' ° : �r NOT TO SCALE NOTE: I--�«►
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<br /> ,ii .. . reaecr aar�rs: scu�:
<br /> � � • • � pO.�WK ,o � H. KUYPER AS NOTED P4RT O.F EVERETT dWG. N0.
<br /> � PO�O � y�` c�� °�'°"�°�': °^� : NORTH MARINA �EDEVELOPMENT. ��'1
<br /> r - D. YE AUGUST 4, 2QOn c�P r�o.
<br /> � 728134th Street SW�Swte 200 '�'1 ow,wN BY: �E�K��: INFRASTRUCTURE PHASE 1 � 3-0'-0p3-09
<br /> � P.o. aoX � Evereit woshinqton 98204 �•�8��µ�° w. cER��oN STD�RM fl��1P�lAGE PLAN AND NowecrPp-NM--2005-06
<br /> Pi�:425 741-38f10 � 8/4/O6 PERMIT APPROVAL/CON37RUCDON e 9� PROVED BY:
<br /> � (4�9-3tG4� owwEs 03/03/U7 PF�dFtLE - 12TH STREET SH� No. so oF�s3
<br /> JOB No. 21-04-04B No. wre � er �orr NO....� onre ev rsenswr�
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