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1���'��: LEGEN D:
<br /> 1 . SEE SHEET C7.1 FOR CITY STANDARD DEi-AIL $p---- STORM DRAIN :
<br /> REFEREf�CE.
<br /> �---SD FLOW DIRECTION
<br /> 2. FOR CATCH BASIN, STORM MANHOLE, AND WATER � CATCH BASIN, TYPE A
<br /> � 4TH ST � QUALITY TREATM�NT SYSTEM, LOCATIONS REFER
<br /> TO THE CENTER OF THE STRUCTURE. � ' CATCH BASlN, 1`(PE 2
<br /> MATCHLINE STA 117+ 10.fl0 �- SE� SHEE�' C7.C7 Q ; STORM MANHOLE
<br /> 3. WHERE WATER, GAS, POWER, TELEPHONE, AND
<br /> 24„� � �� COMMI.aNiCAT10N CABLE INTERSECT STORM L1NES, TRENCH DRAIN,', SEE �
<br /> @ 1.0� � -� � � BACK OF WAL.K �° . COMMUNICAT ONy CABLEPUNDER STORM�LINES.ND �
<br /> � I I � CUT-OFF DIKE C7.15
<br /> FOOTING I I �� � � 4. PROVIDE 12-1NCH MINIMUM CLEARANCE BETWEEN � PROPOSED GAS
<br /> � DRAIN � CB �3� � ��� ,�r� �a� � �
<br /> CONNECTION � � � _ �,.. UTILITi�� AT CROSSINGS. W PROPOSED WATER
<br /> / �I 14 LF 8"D 2.0� �
<br /> SDMH #8 � I� f G � �( G G G - � SS PROPOSED SANITARY SEWER
<br /> � �� P � � ���''- � P PROPOSED POWER �
<br /> �C9 SCY �
<br /> 'O� � .�Q� �,o � C #3 32 LF 12 'tb `� 1 .0% w T PROPOS�D TELEPHONE
<br /> G --�-�-P --'' - - � �'-�-P -�-�-P- - -P- P- -�- -P- (!`)
<br /> � � 1ST A�E(VUE S A�'ENUE C PROPOSE� COMMUNICATIQN
<br /> � � � PROPOSED LIGHT POLE
<br /> ' S- S� - - � - o
<br /> � / �O /� �-,\
<br /> e- TREE WELL
<br /> � � � ��� �� l � �
<br /> � �w� ����a W W > > W �. WM WATER ME1�ER VAULT
<br /> CB #38 M-��`" '3 x T �- W --�, � '�'' �..
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<br /> � ��:c ` ��-- _ - -c� �� 14 LF 8 b C� 2.0� -�C
<br /> 5� �� � -� %� � » cB i���A � ; �' �TC��M D�AIN S�'�tUCTURE TABLE
<br /> ,n"S�,p �`d y � � 35 LF 12 � � 2.0% �,x_:� ��� I� �,.� �
<br /> G .o � I BACK OF WALK � INVERT GRATE
<br /> << �4�. `� � � 23 LF 12"� � 2.0� � CB N0. STATION OFFSET RIM TYPE
<br /> � ELEVATION TYPE
<br /> �� '� � � SDMH #8 STA 9+94.12 23.06' LT SEE PROFILE SEE PROFILE 2 SOLID
<br /> � y CB #39A 12 LF 8"� C� 1 .0� �
<br /> ��9�� CB #36 STA 10+97.5 14.77' LT SEE PROFILE SEE PROFILE 2 � 406A
<br /> `�� CB �36A STA 10+97.5 29.34' LT 22.1 18.64 A 406A
<br /> �
<br /> CB 37 STA 10+97.5 14.77' RT 21 .36 �8'0 � A 406A
<br /> �t # 18.36 E
<br /> .
<br /> �,�`j CB #37A STA 10+97.5 29.34' RT 22.1 18.64 A : 406A
<br /> � � W " CB �38 STA 9+60.62 11 .16' LT 21 .48 18.0 A 406A
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<br /> _ � CB �39 STA 9+60.62 11 . 21 .48 18.48 A 406A
<br /> . � � W , CB �39A STA 9+60.62 23.15' RT 22.61 18.60 A � 406A
<br /> � � � � � NOTE: FOR TYPE 2 CATCH BASINS, SET� GRATE AT CURBLINE �
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<br /> IF "L" DOES `NOT MEASUR� 1 "
<br /> �" HORIZ: 1" = 20'
<br /> v � VERT: 1" = 4' ADJUST SCALES ACCORpINGLY. _
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<br /> . �+ K PROJECT ENGINEER: SCALE: � � � � � � ��� � � �T DWG. NO.
<br /> Q • � � � � � �,�o�waSU ,p ?' H. KUYPER AS NOTED
<br /> a ����, �:�. �
<br /> �
<br /> Oi' Q . �y � :y �T��' � oEs►�NE° BY: oATE: NC}RTH MARINA REDEVELOPMENT .
<br /> � - D. YE AUGUST 4, 200� c ` C!P N0. .
<br /> Q 728 134th Street SW ' S���e ZV� �,o ` - L�� DR,4WN BY: CHECKED BY: �N 1 �AS 1 1,U C 1 U 1�E 1 H AS� � J7-"O-0 O J7-'�g
<br /> o �o� 17671 �p �,
<br /> � Everett. Washin ton 98204 , ��sF��ST�� G��`� w. CIRIDON ���} � M [� �A � N l�� � � LA N A N � No�ECT PD-NM-2005-Q6
<br /> ,�, P.O. BOX 538 9 s/ON'Al.��
<br /> � _ �0 8/4/06 PERMIT APPROVAL/CQNSTRUCTION �- ��+���' aPFRovEo eY:
<br /> EVERETT, WA 98206 Ph: 425 741 3800 � �j �'"' [ 1 ''�'"
<br /> p (425) 259-3164 ExPiREs 03�03�07 f � � I- � L..� """ 1 •� 1 �V E N U E
<br /> J O B N o. 2 1-0 4-0 1 5 N0. DATE BY REVISION N0. DATE BY REVISION : SHEET N�. 6 4- OF IFJJ�
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