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SEE SHEET C7J
<br /> -„ �r �m � ,.�, L- - - - --
<br /> .; . CB _'P'�--__P_---P---_P____P_"'P��p-_ P_-_.-P-_--P __P \__p_ P- _ 4;c64� -P�-�--CB SZ ' _P_"_- 'P-_
<br /> �
<br /> #55 O
<br /> . .'. � _ - '.'__-_.-. a
<br /> FOOTING DRAIN �N I
<br /> CONNECTION �
<br /> '� (FIELD ROUTE) �� �n I
<br /> • � 47.4' 105.0' '� � �
<br /> � Q 8.8' 17.2' �� �
<br /> /
<br /> r,
<br /> // CB #73 CB 75 130 LF 18"4 � 0.5% CB #77 � I
<br /> � c; ?105 LF 12"0 � 1 0% # ��-SD -�-'� 26 LF 24"D SO 8� LF 8 I
<br /> V �� 90 �F $��' � 2� SD � SD SD SD AQUA-SWIRL 4 � 1.0% B #79 Sp� 2.09,' � ^
<br /> _ _ °,-- -,r-W--- w--�---w- -� sa�--w_- � -w-- �-�...._..w- ---.,._� w ,3�. . ,__--'^ --�,-- w n � ., w 2 a t 'E � 12"us c.�
<br /> _ -_ _:,...... . ----'- - --�- --�._. „ ''
<br /> w ; . CB #72 Sp � w � . ��------ , SDMH #14 FLOW -� - ---+� .......:..... ,_ ._.... . .._._.. CB #80 ..__. ... _.a__-,,...._n w
<br /> _ --__. .T,Tw �� w�----H w----^--¢ - -*'- � - --- ._ .. . .� --.._ _� ' P- -- - � w
<br /> --"'- --��---'^. . ,•
<br /> N 1� "___ �_-�r---" __._ _...-w---"- ---' � "..- " --" , ' �y, L�ITER - _ _.w 2
<br /> , .: �
<br /> „j C 2 -.i�r .. _ . .. � F�"� �„ :-- .. . . . �.,0 N
<br /> w � N i 16LF 24"0 CROSS OVER �,�2 �F 8�� �'-�
<br /> � a o ROSS OVER EXISTING o CROSS OVER EXISTING ! � �.0% / EXISTING �B #$�u � 2.07 �
<br /> � \ �� WATER MAIN WATER MAW � / �° ATER MAIN
<br /> w � � ,a � cO �' / � �
<br /> Z � Q� � �o ~� � ' TORM FIITER � Z
<br /> .J � _/ �-m ��n T 'i ��, � / �60 LF 8'�0 J
<br /> - - - - - - - - - - - - - - -� �,.r�' -
<br /> V // -�i9� � f'v :i��t C )f�DUl�\ if Xl,', di � --C� � C- --�-- ar -- C ---C---�� � � 1.0% i U
<br /> .- -- --
<br /> ~ . .__ _..._ . ........_ _ _..._ _ _.. . .--, :_-_z: _.:.:_ . - ._:.,iii.- _:. _ ..:,__..:..=�=:.":'.::"__- .._ .. _ _ __ _ __ _. . . �.';__ �12..h - -- _._. _ _ . - -- �
<br /> Q � _.. _.�_ :`�.____�.....__ ......
<br /> � _ _ ._ _..____. .
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<br /> _ _ .:: ..:
<br /> _ _. � _ _. _ \�-__ a
<br /> % `O � � CUT-OFF_ � 37.5 �
<br /> � CB #74 CB # 6 I DIKE, SEE C7.15 /
<br /> � 32 LF 6"0 32 LF 6'0 � ' iCONNECT TO EXIST °'
<br /> � 1 07 MIN. _ N "p 1 0% MIN I <o
<br /> a � ° � �r ANHOLE ADJUST a
<br /> ,__ °a , �' : I..... _ ,, ......_ � 'MANHQ�E�VER TO r .,..---- N �,.. .-
<br /> _...__ _,_
<br /> .--- _ I
<br /> � ...___.,_F:,.--- __=� �_..__._ ��. ... �..... _�--T �__ ;,.._ _.; \ N �_ .._ , .__�_ ._p.._.. _, __ �_� � EURFACE ..EVATION
<br /> -- ,_... :; - -
<br /> L:.._,.,.___ , --, i .' �jp� TRENCH DRAfN ' �._ ' r r . , r-. � �{. _=_r _ ., -__ Q,.. .. , - � ��� ;
<br /> , 13 34 N
<br /> _ ,. . .,39 f 8
<br /> �i ,.__ " i�;-,,�1J�h__.. _ �� ,a vr � 1.0% MIN.
<br /> _'_ _ _ _._ _ ,....--`---T-- ' ` ' . �.. , .... _. _ _
<br /> -- -- _. � _ _ _ N_� _�_ . _ -- �_ _ -- -- __ � ---
<br /> .. .� ...� .... _.__a;.. ?'ro �-- < � a . aa 1�_� Q° _ ' . k ^ . ..a:,¢ _. q:- r -- - ��� .. ---'� �', - - --- � � . `� . ,
<br /> __:._ . _.: ._.. _. ., _ ur :-_•.__._�.__,� ._...-_,_ t� ._ . ��.t:<_°_�� a ..'yr' _ �1,.'= . ��. .� ' _ �5' - _.,-. '�tr . _ " a P � -
<br /> � ° .-s__.: .- .>- _ -_._ ._� __. _' ' . ., . . ... ''. .. ".�.- _ .-fi__ �q,_ -r.�.._ --_ -.:a � :��V{
<br /> � e �a .
<br /> -n�-:�- s¢ -r= ����-.�.P'�-:.v=�.a-_�-_.-�-vv_..�.-.=r.-rA�w�-'..�__s '.-_�:-_.y_. . ._•_:< a_ .__'_, .:: _ ' ' a. �'_ a--�=y�-' " ' __ -__ .A. . T ' a � .4__
<br /> . .-;. .r. . :.>. �, ' _"�_sc.�-�_�-e�- ; 4 n-«4
<br /> -• :..-.`:�.i �l��,-.�-�r�..��s�s�r��r���r��.�yy�:v�r�;,.���y'���_rv�✓v... �,_-'v.�.nr�.r.r, �:%*_'%'�M. �., rv,.v..�,.;_�-:�':�3-. ;_ _�"7�cn'."�-_.>. � �ii'c s�cr�r'��r.�� .�'� C9:�.i� r✓- v.✓'��. �-�.,�- a..�-._ __
<br /> __ � - _., ._F�_ - �` v .._."S?�... -- -- -' � _ s,.� ��` - -
<br /> < �.. a ��n//m�Lj�„yri - �,,n�� ,-.�iuco�lli.z/idrL.'/<zdiOr�7Y�orz?P!/D�l/ZiG7zOG717�'l6��r.ir�nri'ii,l:t2rl/'�'/rrL�z-lll.'l�rl�irllrrG�4 9'��,����r? .rtl....��� �'"ilTrr -��rli'tc �!�flC7tm�rri"l�� /��z:o�rir^Q..-.lrL. ..!/Smll�! .;��L� y - "' ? - � `�- ^ .
<br /> � . _4 � z�ilr - �-r.'iim� -� �_ -_��`
<br /> .. ' -�_'._'�_-_---. _ _.-� ._._ _.,. __._ . _�� ___-__� _. - . . . _ - � . _ ''__- � ,_ ,.,.
<br /> ^ "- _` ____.---':�- - - -�--AB�TRQN�'F�C1STfNG-. ..- - --_� ._�.__-.- - (�G OIdN�CT TO �ABANDON EXp ING a
<br /> . . Q ° -'_-..-_._-�- - ---______...__._rt -�-� ` '- '- . . . �- -�- -- - � �- - ..__.._--" ���.- - - - -'- - --' ' , .
<br /> _.__ .� _ t U F I
<br /> _ �
<br /> -- _ _._- 0 T ALL N LACE.
<br /> > '-- .�_----_...._:;--- -- - _- �� - _"
<br /> ��_... _. _ _ ,_.----- �_:OtfFFAIL lN�CAEE- ._ - L � TREI'1CH T3RA N
<br /> - �.._.- _..._._.._ ..z.,..___ FILI WI'iH��D�AND��CAP -..__. � __,- ��
<br /> �m;,, .._. . .�_-- ._ - --,__�
<br /> ___--� _ ._. ._
<br /> ..�.�ri ��.v�..<zL::,z;Y��IL_�__ "----. _..�;.._. __ . _._ '_- ......... � ., ... ..._ �,. , �. -- �..-�- -. . � .. .f't . FILLti�,RH'CDF CAP �
<br /> .
<br /> ...__ _. _.. .- ���. � , ..
<br /> STORMWATER STRUCTURES TABLE SOA�E �N FEET
<br /> CATCH BASIN CB IYPE RIM ELEV. INVERT ELEV. GR4TE iYPE/MANHOLE LID NOTES N zo o zo ao
<br /> CB #52 SEE C7J
<br /> CB #54 SEE C7J
<br /> CB #72 TYPE A 19.2 16.5 406 A LEGEN D Nores:
<br /> 1. SEE LANDSCAPING PLAN L1.8 TO L7.12 FOR
<br /> CB #73 11'PE A i�.s 14•25 W 4os n SYMBOL DESCRIPTION (ABBR) SYMBOL DESCRIPTION (ABBR) TRENCH DRAIN LAYOUT.
<br /> i 2.4� s
<br /> 12.33 E EXIST. PROP. EXIST. PROP. 2. CONNECT TRENCH DRAINS AS SHOWN WITH 4"0
<br /> CB �74 11'PE A 15.8 12.8 406 A FlELD ADJUST LOCATION TO AVOID EXIST.TIEBACK STORM PIPES.
<br /> ----�;�---- -gs- SANITARY SEWER LINE }------c STORM DRAIN CULVERT
<br /> CB #75 IYPE 2-48"0 17.8 ��'28 E• w 406 A ----- , - STORM DRAW LINE --`,�,r--- WATER LINE 3. SEE C14.1, C14.2 AND C14.3 FOR PARKMG LOT
<br /> 12.65 S �'� --- SD- AND CURB LAYOUT.
<br /> CB #76 TYPE A 16.3 13.3 4-06 A FlELD ADJUSf LOCATION TO AVOID IXIST.TIEBACK � TRENCH DRAIN ----r- -P- POWER LWE
<br /> � STORM DRAIN MANHOLE r - TELEPHONE UNE
<br /> CB #77 IYPE 2-54"0 20.5 10.63 W 406 A '�;,1 -- � ;
<br /> 11.42 E _r: � ■ CATCH BASIN. 7YPE A . . PRIMARY POWER VAULT �� �- ° Ii-' ���
<br /> �� r �� ! '� �-;��'}, �'i
<br /> 1220 S i`�� 0 CATCH BASIN, TYPE 2 _S� SECONDARY POWER VAULT � Ij {� , 9 I
<br /> �`�'� � ;, ��,,
<br /> ,� STORM DRAIN INLEf ,`_`�j TELEPHONE VAULT � �' �� ( `�`�� �� !_ ��{
<br /> CB #78 TYPE A 17.1 14.1 . 406 A . FlELD AOJUST LOCATION TO AYOID IXIST.11E8ACK . }
<br /> 'l CAP/PLUG (�PI PRIMARY TRANSFORMER + $ -- -
<br /> CB #79 IYPE 2-54"0 20.1 11.68 N.W 406 A ;;y REDUCER ' ' � P �
<br /> a 14.4 E I� SECONDARY TRANSFORMER �- � i
<br /> ^� 13.5 S t:::- THRUST BLOCK '� " � � :,��` I�
<br /> � <Z FIRE HYDRANT II
<br /> i CB #80 NPE A 20.4 t6.0 406 A C11.1 C11.2 C11:3 ''�� p
<br /> � t��� � SAN SEWER MANHOLE Iy
<br /> � CB #81 TYPE A 21.2t 16.24 4A6 A �J� IIIiI� ��{�1
<br /> ;, ;>, • SANITARY SEWER CLE4NOUT KEY MAP � ��II � I
<br /> �' SDMH #14 SEE PROFlLE ON SHEEf C7.12 SOLID LID "�� � NOT TO SCALE �f��
<br /> € ��� REfAINING WALL i�(�---�i
<br /> o AQUA-SWIRL 4 SEE PROFlLE ON SHEET C7.12 SOLID LID ��
<br /> `c
<br /> � FLOW SPLITTER 4 SEE PROFILE ON SHEEf C7.12 SOLID IJD N�TE: I�-�-I
<br /> n
<br /> � IF "L" DOES NOT MEASURE 1"
<br /> STORM FIITER 4 SEE PROFILE ON SHEET C7.12 SOLID LID
<br /> o ADJUST SCALES ACCORDINGLY.
<br /> N NOTE: LOCATION REFER TO CENTER OF �RATE UNLESS NOTED OTHERWISE
<br /> PR0.IECT ENGMEER: SCALE: DWG. NO.
<br /> e � . ' . � o,�,NwK A H. KUYPER AS NOTED PORT OF EVERETT C11.Z
<br /> � r�� c.��jl DESIGNEO BY:� DA7E: �
<br /> � Port o `� ^ �y D. YE AUGUST 4, 2oos NORTH MARINA REDEVELOPMENT CIP N0.
<br /> � �2s �34th street sw�s��te 200 oRAWN BY: �„E�KEo BY: INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> �- P.O. BpX 538 Everett.Washington 98204 �3/16/07 CONFORMED SEf ADDENDA 1-4 ���``�8/ONALE���� D. OLSEN rPio�ECT PD-NM-2005-06
<br /> � tvERtTr, wA 98206 0� 8/4/06 PERMIT APPROVAI/CONSTRUCTION y m a PPROVED BY: P A R K I N G LOT S T 0 R M
<br /> � � Ph: 425 741-3800 � � � D R A I N A G`E P LA N - C E N T E R
<br /> � �`0 425 259-3764 �OB No. 21-04-015 No, oATE ev REVISION No. on7E ev REVISION IXPIRES 03 03 09 SHEET N0. 9g OF�G�P
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