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A. ��'�� �.�� � �\, l �\ <br /> � .,,-..,. ...�_-� � ."� <br /> �._ <br /> ...._ <br /> t,. <br /> �-'L�-� .____..�...�, ..._..._ ..�..______..�._ _ -......__..�-..- �,..,_� -- �.�. '�� � � ��,� �_ � -�;��',� �/.,� -.. ..... :-r�� t; ._ _ ��� ��,. _ i �.. � ,� <br /> �� �� ..... - � � 1 �., ,..1 T- � <br /> STORMWATER STRUCTURES TABLE ��KII�G Lt�T �T'ORM DRAINAGE PLAN SCALE IN FE� <br /> CATCH BASIN CB TYPE RIM ELEV. INVERT ELEV. GRATE TYPE/MANHOLE LID NOTES N S�ALE: 1 "=20' zo o Zo 40 <br /> CB #40 TYPE 2-60"� 16.8 7•43 NE 406 A <br /> �0.2 w N OTES: <br /> 10.19 S ����� � ' <br /> 10.96 SE . 1 . SEE LANDSCAPING PLAN L1 .8 TO L1 .12 FOR <br /> TRENCH DRAIN LAYOUT. <br /> CB #43 SEE C7.s SYMBOL DESCRIPYIC`�N �A����_ SYMBOL DESCRIP710N (ABBa) <br /> 2. CONNECT TRENCH DRAINS AS SHOWN WITH 4"s� <br /> CB #44 SEE C7.s : EXIST. PROP. EXIST. PROP. STORM PIPES. <br /> CB 82 TYPE 2-48"� 19.5 13.70 406 A ------ -- `=��.� ----- � SS SANITARY SEWER LINE %-- -�------------�� STORM DRAIN CULVERT 3, SEE C14.1 , C14.2 AND C14.3 FOR PARKING LOT <br /> # _ AND CURB LAYOUT. <br /> ----_- -- `�[.:; ------ S D STO R M D RA!N LI N E __._.__.. �r�,'_._____. WA i�R LI N E <br /> CB #83 TYPE A 16.8 14.0 406 A FIELD ADJUST LOCATION TO AVOlD EXIST. TIEBACK TRENCH �RAIN }-� -��----�-- P POWER LINE <br /> _.._._.... � <br /> � : , . "' � " '� r�''�'t-r�*'P'mr � i� :rl �c-c� a... '� . <br /> CB #84 TYPE A 17.47 12.94 W 406 A � � r�.-.. L <br /> 12.88 S E STORM G�ZAIN MI��lHOLE __.__._ � __.._ TELEPHONE L1NE ������_��� ���,. �� Ea�'� .���a� �:�,_����_..:.�� ° ;,'� -' `i� �' � �� ; �,� <br /> f t���.f i �. -• . ...� . - .r� � i� ;�.e " 'x-au�.� � <br /> � il�a 1 �r� �1 �sv, � � � <br /> : ;; . 1�"__._..Y.�... t'j s g �� <br /> ���� CATCH BASIN. TYPE A a�,��', PRIMARY POWER VAULT �:��1 , � � � . �i �j � �-�-r-� § <br /> OCATION TO AVOID EXIST. TIEBACK y�' � t-�=�' # �' � f ~ � j � ����i <br /> CB 85 TYPE A 16.0 13.2 4�6 A FIELD ADJUST L - <br /> i rIE �; r I ; F[,�7,t� ,, ; _ I 1 <br /> ; ;� : f�t � r t ai f a f`� � --�-'� <br /> ,o-. <br /> # � SECONDARY POWER VAULT - � ��� ,� � 4 � -� �� � <br /> �� i; � CATCH BASIN, TYPE 2 �`' >; ��,� r� �. �' f���',' .......� � ,:�.. ����� �;��'; <br /> 11 .93 W, E � � __ _.�_ ___. _.�.._ _� <br /> CB #86 TYPE 2-48"� 17.47 406 A ' TELEPHONE VAULT � � ` "`�` 't �� � ' _ - �# k <br /> 12.87 S ����� STORM DRA:IN (NLET �� <br /> � , I,�� '. i r y,' ; I ;.��`. <br /> CB #87 TYPE A 16.0 13.2 406 A FIELD ADJUST LOCATION TO RVOID EXIST. TIEBACK , � � ��: PRIMARY TRANSFORMER '� , ' � � ` - � � G��I <br /> :� CAP�PLU� �1 � , ��� _-� ; _ ', ,�� _� u� -� �� �� ,, <br /> � � � � �� SECONDARY TRANSFORMER � � �� ���� ���-v---� �---�°� -� �� � ����� <br /> CB #88 IYPE A 16.2 13.2 406 A FIELD ADJUST LOCATION TO �VOID EXIST. TIEBACK ;� �} REDUCER � � �'� �� ��� - �-- � t�' `�� � <br /> �,.: . __� �;, �-_-��,__ _ _. ._ _n_ .__�_ . _ � ��� <br /> , <br /> THRUST BLOCK C11 .1 C11 .2 C11.3 ';�� ,:uM�q =S y��, 3`ti <br /> CB #89 TYPE A 17.3 12.46 406 B ' ' � <br /> h � „i�l <br /> ri g p'e�,: <br /> 3 � <br /> � SDMH 8 SEE C7.5 -� FIRE HYDRANT .. _ :� ` rY � 1� <br /> #' `, . �. 1 G 1 <br /> il <br /> � ... i��i <br /> ���l f��h` , <br /> �� � � � SAN SEWER MANHOLE '� ����` � �� ; KEY MAP F ��," <br /> ; <br /> �- 15.20 N � � y ri�.�=. � t��n '� �� � „ � �,� � `' . <br /> � � f ! , <br /> � � J �' a. �`�aF.r,�' ��s ��-�` `�1 �. � ' � � r S '4 iii$1 i���{ <br /> i SDMH #15 TYPE 2-48"� 20.0 11 .10 W E SOLID L!D LOCATION REFER TO CENTER OF STRUCTURE �� • - _ � .A^,j <br /> ��$� � <br /> N �; I ��t�4c <br /> ��� ' � NOT TO SCALE � � <br /> , <br /> � �;,.,rM �___ � �r _v�,._._._ , ��, � r� �� � � �i: <br /> �._ �a r; v '° ,, �,�,�,. . <br /> • SANITARY SEWER CLEANOUT �y��� ��- : �� , � � , . � '''� ��� " � �1�� <br /> ��) _ v.�.--.-�-.� - - :-�i <br /> � ' ' t,;,�.,� ���ili��C:� !' '�'"� �,,� �' ��.y4qea;.�� �t1s�;k,y : { _, I:i', <br /> � AQUA-SWIRL 3 SEE PROFILE ON SHEEf C7.12 SOLID LID <br /> �- -� �� �° REfAINING WALL y <br /> / ! -�c ---- sr� •��. �3�.. >y� �e.,�M1. . <br /> � <br /> '� PROFILE ON SHEET C7.12 SOLID LID ����j ;���� ��� � ��� ��� � � �� <br /> �, FLOW SPLITfER 3 SEE , ,� <br /> % _,. t0 �PT iG �i�lV �,U�l �r�t, (7z t..� _� _ <br /> A i"�,dLIC. i �ii:�' "'EF6VllT � �_:' �` f- Z� ' <br /> G�,, c st �� t ' <br /> »�,. <br /> �' STORM FILTER 3 SEE PROFILE ON SHEET C7.12 SOLID LID � ���'��' � � '�'�� "��` ���`�""A` "°� `"� �' ` � �� <br /> o �.��;r�.�a��� ���. �� �;� �c��u�-, ._; NOTE�� f, <br /> �- <br /> v� �'���� ������ �� -� IF L DOES NOT MEASURE 1 <br /> 0 <br /> - � � : _ <br /> � NOTE: LOCATION REFER TO CENTER OF GRATE UNLESS NOTED OTHERWISE ����Y^�--� ADJUST SCALES ACCORpING�Y. <br /> i <br /> � <br /> N <br /> / � � PROJECT ENGINEER: SCALE: DWG. NO. <br /> - �; ,a. � P � �T C�� �VERETT <br /> � � � � � �,�TFW� Y,� H. KUYPER AS NOTED C 11 . 3 <br /> � i i I I = J ��.� j��N�"� <br /> � � s� J �oy�! DESIGNED BY: DATE: �ORTH MARINA REDEVELOPMENT <br /> N O� � D. YE AUGUST 4, 20�6 CIP N0. <br /> � _ <br /> . �� DRAWN BY: CHECKED BY: (NF�ASTRUCTURE PHASE 3-0-003'-�9 <br /> � 728 134th Street SW Suite 200 � <br /> o � 17671 0 �`� c� n-r nt� PROJECT <br /> o �,� Fc�sT�.R�' �`� D. OLSEN - <br /> Everett. WashinQton 98204 Fss,a `���` � £ �� i� K � � � Lt� I ��v R No. PD-NM-2005-06 <br /> r,j P.O. BOX 538 J � �A `��`� APPROVED BY. <br /> � EVERETT, WA 98206 Ph: 425 741-3800 � $�4/06 PERMIT APPRO�AL/CONSTRUCTION <br /> ` DR� INA� E PLAN -- EAST / 2 <br /> � (425) 259-3164 No. DATE BY REVlSION N0. DATE BY REVISION EXPIRES 03/03/07 � SHEET N0. 102 �F !�✓ <br /> a JOB No. 21-04-015 <br />