Laserfiche WebLink
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 --�, � '�'' �.. <br /> � � � <br /> T (� �-�� � -�'"���- �" <br /> .�-�T._- - - -C- - 5==�� �'`i'_ _ = --C- �� - -C- __�_ _ � <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 <br /> ...........:...................:....................:....................:.........................................:....................:.................. ................ ................ ................ ...... . ............... ................ ................ <br /> ..:.. ..:.. <br /> ..:.. ..:.. <br /> ..�. <br /> � : : : : . . . . . : 16' RT <br /> ..�.. . . <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 � <br /> ....... ................ ........�..... ................ ................ .............,.. ................ ................ ................ ................ ................ ............ .�................ ................ ................ ; <br /> 'e. w � ,�. : �n . �`'w � , <br /> U - <br /> � p� (nZ ' 00 � z'SW �-�- , <br /> CO . � � d- r.� tp ap � � � . <br /> ('�. � nj I�t�7 :� r- 00 1� CO w <br /> V � cvr.� :� �� � COaor � �� � <br /> ..r��... n.-...-.,. . . . ......... ............... .......... .t� �.. <br /> ....... ................�.�.,��.t..,�p..... ..,p.. ............ ................ ................ ................ .......... .:II..� ,-. .... . .. . . � �. ........... ................ ................ <br /> w o .c.) m � il II II � m w o � <br /> w c r� �ww :�3 v � www c� e n�..: � <br /> � :p� . . . <br /> W : 2q' :C.) W . � . �� � � <br /> :W W .I, I : <br /> W ....... ................ ................ .:w.. ............ ...........�.. ....��. ....... ................ .�. ........ ................ ........ ..... ................ ............ ................ . ................ ................ <br /> � � I '~ �-� � �� � � <br /> ' � ; p • SCALE IN FEET <br /> : : � : ; : � : <br /> � 2� I �.� Q � w v� �!0 20 0 20 40 <br /> O ....... ................ ............ ...... N .... ............. ...... ........�. ............. ....�....o. . ................ .�...�.. ...... .............�.. ............ .I. ................ ................ ................ <br /> � • ( : � : � ' I � ' j���I k��5 1 �i�E i#���tf 1�� �� �ra � �:......:._� �k �� <br /> -�}- . . : � ' � cfl d- I� � ` ���- ,.... s�'•,� <br /> � . . . . . : . : � . _.,._ tI <br /> . . . 1� F � ' �t��# <br /> �:�' <br /> O �, t <br /> p; � �t� �. �� <br /> � � <br /> � � �'�� �w� .,.� . . �¢ � x�, ry� � L��� <br /> � . . . . . 1�ft � ,.� . f'-.._.£ .. � .,,E E �. � s a <br /> . . . . . . <br /> . . . . . . . . . <br /> : . . : . . : : : <br /> . . . . . . , . . . � �{ <br /> . . . . . . . . . : . <br /> (� � ��i� ��� _- � � �� � ���(i <br /> . . f��� !_ .t �3 {i gs��n . �� � �� ��_�-� j �+�L <br /> Q . . � 6 .. . � . . : 1 � . � �� f..� 4 = ���` � ��,.�wi � �..� �`-�...4 .Alvi� <br /> �..� ... .... ..}..................................... ..... ....... . ............. ...... ....... ................ ....... .. ................ ................ ................ ............ ....... ....... ................ ................ --�'j._ s_. � ._... .__t . . " <br /> ..�.. ..;.. • <br /> � x`J <br /> ........ . . � <br /> (/� .._.. .... . . . . . . ����� �g / ' ��1� ( . �._i.,. �� <br /> : : : : : : I : _ ..... �'��'y _ <br /> .... ... <br /> . .... <br /> : : : : : : : : : � � •-- � -- - --- - <br /> � � � <br /> � : � �` . } ��h�� <br /> -� _� <br /> .1 ti'�� � '- .�i <br /> Z � � ���, � , ��- �P f � <br /> w � � .��_� _ <br /> : : : : ; � , � £ r <br /> �� i ir f � _..._t� �.�. <br /> J � . . . r�!€1 �a�� ., � ��7 i 4,� .. � ,�i>i I <br /> _ . 12 . . . : : . : : : . 12, . f: .�.���,�. � :�-�, - � �.� ����. <br /> . . <br /> �. <br /> ,. . <br /> . <br /> o� <br /> .F:�' <br /> U ...........�.................................... ................ ................. ................ ................ ........... ................ ................ ............. ................ ................ ................ �.___ .,., __ � <br /> . . <br /> . . . . <br /> . . . . <br /> . <br /> . . ... � <br /> 1--- : . .:. : . .:.. ..:.. ..:. <br /> . . . . �.. .�.. •.. <br /> . : : : , .....:...... <br /> .... . .; . ..:. <br /> . ..�.. ..•. €, <br /> : � - <br /> : : : : : . . . . . . . : <br /> t f, <br /> , � __. ....._ ,. :f..- <br /> _ .� �. <br /> ._�4 <br /> � r } � s <br /> � � t=� � ��;-__.. ��1� <br /> � � Q : : : � � : : � : � . " � (� 1.0% . . . . .. '� � � � ' <br /> _ .._.. ... <br /> ,,,... . ...._ <br /> �... <br /> ( _ , <br /> � <br /> -� � � $1 LF 18 �: � : � �-� ��� �'��� <br /> r : . ' " ' � 1 .0% ' � . _ _. <br /> � : : 1:15 LF 18 �: : : � : : � _ jf <br /> : : . � _ : : : : : � � � <br /> . : � : { <br /> ����� � ��}�t <br /> � ,�a� k A i� 7 r ��3 ..-�. '� ��a� �'�f j ������ �J ��{ 1 <br /> U • . . . . . . . . � ..___.,__ �e�u � t _ �� �kt�� <br /> � �� � ;���� � � `� � }.�; � -�" � KEY MAP ;� ��� �° ,�� t ,� <br /> � : : : : : : : : : : � __.� _s�,� _____, <br /> : . . . . . . . : : : � : : : : : : : r__ � �.,� - Ar _ <br /> I` <br /> � ,� <br /> I . .. . ................ ............ ..,............. . . ............ ................ ................ .............. ................ ................ ................ .......,.... ................ ................ ................ ��..�. �'� �^�= �,�� � i� �is , , �., 1����4 <br /> ;�/,� 3 � s <br /> � . �-"' tL��'�����'-" ��� �Qt16 �:.��c, '�.:;��.;-� NOT TO SCALE �� �I� I }' ������ <br /> . . : : . : <br /> d- . . . , . . . . : : � _ -� _ _ . �. i f,_ ;t �3��i <br /> ,- : : : : �: : : : , _._,� .�� .� , _ ,, ,r� , <br /> / : : : . : : : : : � '� ��� ... ' ��� <br /> r'f (� �� �� ,'t `�� � �.3�� 'a; <br /> I' <br /> O � �. _ _ ` I ��sa'�.�r�� .,�._i�a�. - ���.,,.•�� . <br /> . . . . <br /> . . . . , . . , _ <br /> . . . . . . . . : � <br /> . ' <br /> . . ' <br /> N . . . . . . . . . . . , � �1. � u f� , <br /> . . <br /> . . <br /> . . <br /> T . . . . . . . : . . . 3 3 e 6 F � : 7�` tJ�t _�G�f`�!Or��,�;Er�id� f,� ,?E�7�,;:,i cC r r3ti�?� : , ' • <br /> I�r��at � <br /> ... . ... ................ ..... - - ----="�e°"�""`-,.....--.;�� �"'�r ' --�i • °Y-s':z r�"; - . . .. . � <br /> �� ........ ................ . ....... .. . . ........... ................ ................ ....�........... ................ , ................ ................ ...... ....... ................ ................ ................ , oc't�Fg >I"�'�➢€ _ _ J �:ifa�illP•i�,j:i'rl'9 G'(�1`3;"'s!r,[JC:,z�� ii;�,� � <br /> ��e-"r$ <br /> o � � � `,q�� �.�� �-r r�; t.�1v�� vr ��� ��r-, 1�f�� 4z: � <br /> � � � �t('Ni���E aa � a � � � �o » <br /> m PROFILE � j �'���o�����r�o�f �� � ,x} <br /> , <br /> �;�,� �a�� ;�� � � �;,; � TE• <br /> , . <br /> / NO {-----� <br /> _,t.....,.-,..-.o...._.,,..�,� ..a.��= ..._s.,._�rfla r�) ��ffil�:tTi��'; 1'��. _..�i�i �<5. �y.. ,� <br /> __. ._ ; <br /> IF "L" DOES `NOT MEASUR� 1 " <br /> �" HORIZ: 1" = 20' <br /> v � VERT: 1" = 4' ADJUST SCALES ACCORpINGLY. _ <br /> % , <br /> c:.� <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� <br />