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STORM DRAIN STRUCTURE TABLE
<br /> CB N0. STATION OFFSET RIM INVERT �,PE GRATE
<br /> ELEVATION TYPE
<br /> CB #10 STA 23+73.00 0.00' SEE PROFILE SEE PROFILE A 406A
<br /> s
<br /> �' CB #11 STA 23+39.00 0.00' SEE PROFILE SEE PROFILE A 406A
<br /> I o i CB #72 STA 22+80.00 0.00' SEE PROFILE SEE PROFlLE A 406A
<br /> i + `
<br /> � o ' CB #12A STA 22+79.50 32.84' RT 21.84 17.0 A 406A
<br /> V BACK OF WAIK � I G� CB #128 STA 22+79.50 32.84' LT 21.84 17.0 A 406A
<br /> Gi
<br /> WCB #62B � C�+#63B I i �g #�Zg ��, CB #62 STA 20+40.10 0.00' SEE PROFILE SEE PROPILE 2 406A
<br /> N 33 LF 8"X � 2.0% 34 LF 8"0 � h.0% j� 33�F 8"0 �.�G CB #62A STA 20+39.60 32.84' RT 21.84 18.0 A 406A
<br /> w � � � � �I � ��% � ��� CB #626 STA 20+39.60 32.84' LT 21.84 18A A 406A
<br /> N � � �Qi � I� � ^ � yt�� CB #63 STA 21+99.55 0.00' SEE PROFILE SEE PROFILE A 406A
<br /> ___p___-p--__p_--_p____p____p_-__P-.�i �...N_p_.�__p____p-_i_p__ � p-_--p----p---_p____P-_.,,_p'� / CB #63A STA 22tOB.1S 32.84� RT 21.84 1�.OS A 406A
<br /> OF..E�E��.���� �3��� �����.��,•��3\ I� �.., � . � �!
<br /> � 2� 27+00 ��22 00 �\ _ '�_ _ ?�±00 2ND AVENUE pg #�� �� �;� CB #63B STA 22+66:15 32.84' LT 21.84 17.05 A 406A
<br /> M ca #s2 ce #s � '�-� ce � -a..-}�--�--�- �
<br /> .} � � �; # � CB #10 �A� �x NOTE: FOR T'PE 2 CATCH BASINS, SET GRATE AT CURBLINE
<br /> o W W W W W W N7��W '.^ W W W W � R�
<br /> N q � ; � � � s�2Qx �,�Q NOTES: LEGEND:
<br /> ~ �_ �__ � n�\ ' _ �__ � �� � REFEREN E.C7.t FOR CIN STANDARD DETAIL
<br /> N � p � , T Wiy � �SD� STORM DRAIN
<br /> W. -�=-6-T T�t==�T_ �L-=-�-=�T-�-L==�= _�� T-=C�LC�=�=5±��=T= . �_T-��=1� __TC` `2`� . . -
<br /> Z 33 LF 8"X � 2.0% �/ ! � �� G FSD� FLOW DIRECTION
<br /> 34 LF 12"0 � 1.0% v � � 2. FOR CATCH BASIN, STORM MANHOLE, AND WATER
<br /> _ �n � t1P QUALI7Y TREATMENT SYSTEM, LOCATIONS REFER ■ CATCH BASIN, 'fYPE A
<br /> CB #62A CB #63A � 33 LF�8"0 CB #12A
<br /> V I � �0% u TO THE CENTER OF THE STRUCTURE. Q CATCH BASIN, IYPE 2
<br /> Q BACK OF WAIK � � , 4
<br /> � 3. WHERE WATER, GAS, POWER, TELEPHONE, AND Q STORM MANHOLE
<br /> � COMMUNICATION CABLE INTERSECT STORM LINES, � TRENCH DRAIN, SEE
<br /> I DOMMUNICATION AABLEPUNDER STORMOLINES.ND �
<br /> � CUT-OFF DIKE C7.15
<br /> 4. PROVIDE 12-INCH MINIMUM CLEARANCE BEfWEEN -G PROPOSED GAS
<br /> UTILITIES AT CROSSINGS. -yy- pROPOSED WATER
<br /> _................:..................:......__.........;.......___......;,............._...,..................,-......:............;..............,....,- -SS PROPOSED SANITARY SEWER
<br /> -P-- PROPOSED POWER
<br /> -T-- PROPOSED TELEPHONE
<br /> _;...................>__..............;.._._..._.......;....................;...................>......._..........;............... _.......... _..._..... _..... _...... _....._..... _. _ _.___......
<br /> -C PROPOSED COMMUNICATION
<br /> >.. ::.. ;..
<br /> ;:.. ;..
<br /> ;..
<br /> i i i i E i i i LIGHT POLE
<br /> :.. ;... ;.. ,_.. ,...
<br /> a-CI PROPOSED
<br /> � TREE WELL
<br /> WM WATER MEiER VAULT
<br /> h : ', . . � � � .
<br /> ............^.....;........................(n .........j..................;...................:....:...............;..................;...................::..................:................. .............. .............. .............. .....,........ .............. .............. ............. .............. ....... . .............. .............. .... .
<br /> �
<br /> ro v : o°o rnZw ><o � TRENC R41N ;� _..�...: '�...
<br /> •
<br /> �-w �.lo��`ri, oarno, �oc�o �o oh.. �
<br /> H i D N � SCAIE IN FEEf
<br /> o I x N:N�n TRENCH DRAIN ro a� N �N�p `-N�p �N vi �
<br /> v"
<br /> � � � rl: v :
<br /> m �
<br /> -- n.- n�
<br /> "I n�
<br /> I �
<br /> a
<br /> a �
<br /> �w....;............... . n '..................;............:. ;. °� 24: 24 : i� n ��' zo o zo ao
<br /> ,�..A..lL........; ._.;... ....... ..;...... ' ... ........, g..Il.............;..... . . . ... �...............;.._. . � ' � �
<br /> ID u.7 m.._ ,..... ... . _ . ...m.._ . ..... .......m.,_ ..._ .,m.,_.. . ......�p ...... ... . .....g�.W . .
<br /> U (n . U��WW : � � � Ui�W VI�W � U:�W U K� U In . �
<br /> . . . : i i ... .. ___
<br /> _
<br /> � � wv .,-� ,.�._ f� � ,�„�_P-���� �
<br /> 2� 2� �I � j �yn� i�
<br /> � _ . -
<br /> _
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<br /> u � i T�
<br /> � 4 i� "� �A-�
<br /> 3 . � ' . � . . . . � ._. - _. '
<br /> �
<br /> � �
<br /> �
<br /> � 59 LF 12'o, � 1:09,
<br /> . 29LF 12°0
<br /> 160 LF 1?"� � 1.0%:
<br /> 34 LF 12"
<br /> � 70%: � `� I�
<br /> � j��
<br /> I � � 1.8% � ' , : i � ' : �6 E i 16 E '. ' : _ . . t�,�...
<br /> 60
<br /> LF 12"0 � 1.09,E
<br /> � �. _......:......_.._._.._..,..................,....._..........._._ _...
<br /> ,....................:.................. .................;...................;...................;............ ;...................;.............
<br /> 1.: I.....,............ : L
<br /> U I -
<br /> �' . �� 4�� ` _' _
<br /> I „ . ��
<br /> � -
<br /> �
<br /> y ; i � . � � � '����u �L__
<br /> � ;... ... ... : _ ........; ... _.._... KEY MAP ;
<br /> '. 12 72
<br /> � NOT TO SCALE ���'�,
<br /> ;.
<br /> ;.
<br /> o -_
<br /> v
<br /> i- .............:..:..:................._:......_........._i.._..............;..�..,............_;.....,........__;.._...............:...................;.............._. .._.......... _............ .............. ....._..._.. .............. _......,..... .............. ........__.. .............. ............ .............. ......._._.. ...._......_ � . .
<br /> , ..;... ..<... ..F,.. ..;.., �
<br /> �
<br /> . ...;.. ...:... ..;...
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<br /> � PR�FILE NorE: � ����� �
<br /> N HORI.Z: t" = 20�; IF "L" DOES NOT MEASURE 1"
<br /> � VERF: 1" = 4' ' ADJUST SCALES ACCORDINGLY.
<br /> N
<br /> /
<br /> . � OJECT ENGINEER: . SCALE: DWG. NO. -
<br /> � � • � � • � oQ•NwK� � H. KUYPER as NOTEo PORT OF EVERETT
<br /> � Port o �'` A =9 °ES'G"�°BY: °"'�: NORTH MARINA REDEVELOPMENT C7'8
<br /> - D. YE AUGUST 4, 2OOF> CIP N0.
<br /> � 128134th Street SW�Suite 200 oRAWN BY: �„E�KEo e,,: INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> � A 3/16/07 CONFORMED SET ADDENDA t-4 � �O'PFC/STER�'
<br /> � Everett. Washington 98204 a �.s 0� W. CIRIDON STORM DRAINAGE PLAN AND PROJECT
<br /> � P.O. BOX 538 0 8/4/06 PERMIT APPROVAL/CONSTRUCTION B�ONAL� � �� o PPRoveo e,�: � No. PD-NM-2005-06
<br /> � EVERETT, WA 98206 ' ..._._..
<br /> Ph:425 741-3800 0 P R 0 F I LE - 2 N D AV E N U E
<br /> p (425� 259-3164 N0. DAiE BY REVISION N0. DA7E BY REYISION IXPIRES 03/03/09 � SHEET N0. 6$ OF ���
<br /> JOB No. 21-04-015.
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