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_....._--- ..��. .. _ _._ a _ _ -_ - _ NOTES: END:
<br /> LEG
<br /> �� ry�t r�-T i r r _r'�;'�;
<br /> � � � � ' �� �� �y� � , f'��� I f ��� i i �I i I � 1. SEE SHEEf C7.1 FOR CIT( STANDARD -$D- SiORM DRAIN
<br /> I �� 1 i� ' � 'i �� !I ! � i r ��� I � i f {� DETAIL REFERENCE.
<br /> � • ° �__al__:�, .1� ��.,.:t.�3.?L�i_�_Lr_o,� ��.��J ;s_�:ul�.L�i_;i.a.':J �`SD- FLOW DIRECTION
<br /> _..__._ __---..__ . _- -.- - . _,.
<br /> ,n 2. FOR CATCH BASIN, STORM MANHOLE, � CATCH BASIN, TYPE A
<br /> �' AND WATER QUALITY TREATMENT
<br /> �,
<br /> SYSTEM, LOCATIONS REFER TO THE QQ CATCH BASIN, TYPE 2
<br /> CENTER OF THE STRUCTURE.
<br /> � � o STORM MANHOLE
<br /> . - __ .��- r _ � _ ._ _ __ ._ _ _..._. ._ ...
<br /> CUT OFF� � W � � 3. WHERE WATER, GAS, POWER, � TRENCH DRAIN, SEE A
<br /> • CONNECT T0, EXISTING TELEPHONE, AND COMMUNICATION
<br /> DIKE, SEE , 5 � OUTFAIL MA�HOLE CABLE INTERSECT STORM LINES,
<br /> � CUT-OFF DIKE C7.15
<br /> DEFLECT WATER, GAS, POWER,
<br /> 1E= SEE SH�Ef C7.11 -G PROPOSED GAS
<br /> �, CB #23 TELEPHONE, AND COMMUNICATION
<br /> �G1� 16 LF 8"0 � 1.0% � SDMH #4, 54" 41 CABLE UNDER STORM LINES. --W PROPOSED WATER
<br /> BACK OF WALK �
<br /> �.��t•�' �B #22A �g #22/ SDMH #5 � 4. PROVIDE 12-INCH MINIMUM CLEARANCE --SS- PROPOSED SANITARY SEWER
<br /> 72 LF 8"0 e� BEfWEEN UTILITIES AT CROSSINGS. -p_ pROPOSED POWER
<br /> � 1.0%� /
<br /> �� � �/ A 12 LF 24"m � 2.0� T PROPOSED TEIEPHONE
<br /> �i 34 LF 8"m � 1.0% /'" �P
<br /> i CROSS UNDER / �''i -----C- PROPOSED COMMUNICATION
<br /> �p WAT R MAIN � �/ SY�TEM F�2 ER
<br /> �;'� a-❑ PROPOSED LIGHT POLE
<br /> p�x� S CB #21 � 24 LF 24"0 � 2.0% � TREE WELL
<br /> `V "Op / SD WM WATER MEfER VAULT
<br /> �,`Q� � � � SDMH #6 FLOW SPLIITER 2 '�1
<br /> ���" �_`� _ _ 2s�oo _ 2ND E_ ��oo _ �A1� _ _ 2a+oo _ _ _� _�
<br /> P,�G w w w- w�s� cB #24 AQUA SWIRL 2 �,
<br /> .� 4g"w �� Z
<br /> � 92 LF 12"9 � 2.0% �.
<br /> CB #21A SDMH�#7 29 LF 24"0 � 1.0% 1��
<br /> 10 LF 8"0 � 2.0% 20 LF 12"0. �\ SCALE w FEEr
<br /> CONNECT TO EXIST CB
<br /> -� �� �-�- -� �- ^�- -� -F- -�- � 2.0% IE= 12.03 W ` 20 0 2o ao
<br /> - �
<br /> CONNECT TO EXIST CB
<br /> IE= 13.0 W '» �' � ��'
<br /> ., i'I �!1':'.. E� � � � I!
<br /> CONNECT TO u� �, - ` � ��� ,��'�y' :�,;I�
<br /> BACK OF WALK TRENCH DRAW r� t? , , i , i
<br /> �i 4- - - - -- -- - �_
<br /> �; ;;: i � �
<br /> __
<br /> i;�� � }
<br /> ,1;� _ _-- ... _._ :.
<br /> �.
<br /> ,.� ��r_�
<br /> 'W KEY MAP '�Illiiil� -�
<br /> ; 2,q, `�°,-�d,z 24 : NOT TO SCALE
<br /> �
<br /> w tn
<br /> .._..............:..___...........:....._.__........i....._.__.......i...................i................. ...._.... __..... ........_ ............ ....... ..... . . �
<br /> ..;....... ..;.....
<br /> w3 � Z '�:
<br /> �z ;._ ;... ;............... .,�z. ... ._:<r.�a:,r_... .......��.�'. f`�`-`l
<br /> i...
<br /> . . . . •- ��o �`°•^rnn�o - ,r".i:....
<br /> N ¢^`�° ^°° �I���^ 3 w:
<br /> �.-N I..- x' � NI N. :
<br /> ^ ' : N� N ;� u Q : STORM DRAIN STRUCTURE TABLE
<br /> U i : : II p N�II II II � �
<br /> �w
<br /> F- ; 20 ' m�w U�w --- a vi; 20 : INVERT GRATE
<br /> W .............._...;...................;_...._.__.....;._...............;...................i..................;,..................;......._....... -...._..... _........ _....... _....... B N0. STATION OFFSET' RIM NPE
<br /> w ; ; ; ; ; ELo AE ION IYPE
<br /> `...
<br /> :...
<br /> ...... ..i..
<br /> : . . . . .. . : : :
<br /> N SDMH #4 STA 27+89.86 50.84' LT 17.0 2 SOLID
<br /> � ww
<br /> .,.... ..:..
<br /> : : : : : : : : : � :
<br /> 13.
<br /> I I: � 8.66 SE N
<br /> W SDMH #5 STA 28+01.62 SL28' LT SEE C7.11 SEE C7.11 2 SOIJD
<br /> rn 16 16 :
<br /> ;....................>...................;...................;...................;...................;_.............. __._ __...... _..... __..__. _....
<br /> ;..... >..
<br /> ;.. ;...
<br /> ;...
<br /> ( [ . .
<br /> ' SDMH 6 STA 27+39 55 16 61' LT SEE PROFILE SEE PROFILE 2 SOLID
<br /> 22 LF 34 LF 24"0 SDMH #7 EXISTING
<br /> � ` 12"0 � � 1.0%
<br /> cp 78 LF 12"� � 1.0% I �
<br /> � ; �2 � �•�q 12 C8 #21 STA 27+17.72 15.29' LT SEE PROFiLE SEE PROFlLE 2 SOLID
<br /> + ................ _........ _...._ __......... _........... _......... _...... CB #21A STA 26+48.05 20.00' RT SEE PROFILE SEE PROFILE A SOLID
<br /> ;... ;.. ;...
<br /> �
<br /> N CB #22 STA 27+70.50 48.OQ' LT 16.58 12.20 S, E A 406A
<br /> rn i
<br /> 3
<br /> a I
<br /> �
<br /> �
<br /> CB 22A TA + 4
<br /> '�j tn E g '. 8 # S 26 9 .15 48.00' LT 16.9 12.36 A 406A
<br /> � _................:._......_.........;.._.._..........;........._.._....;...._.............;..... ......... ............. _............ _.... _
<br /> >.. ;...
<br /> ;... ;...
<br /> ;.. ;...
<br /> � Z �i CB #23 STA 27+95.84 61.40' LT 16.66 13.66 A 406A
<br /> �' _ � CB #24 STA 27t21.90 10.27' RT »•38 �0.50 NW 2 406A
<br /> M �
<br /> N a 4 ¢ AQUA SWIRL 2 STA 27+74.09 17.37� LT SEE C7.11 SEE C7.11 SOLID
<br /> � ............._...;._.................,..................;......._.._.......;............._...;...................;._.............. _.......... __.. _...
<br /> E FLOW SPLITfER 2 STA 27+89.64 27.58' LT SEE C7.11 SEE C7.11 SOLID
<br /> ° STORM FILTER SYSTEM 2 STA 27+98.41 37.32' LT SEE C7.11 SEE C7.11 SOLID
<br /> c
<br /> j ; NOTE: FOR TYPE 2 CATCH BASINS, SET GRATE AT CURBLINE
<br /> � _... _...,,, _ . _.. . , .....:... .,, ... . .... ..... . ..........
<br /> ' PROFILE NorE: „i--- �--�
<br /> o IF "L° DOES NOT MEASURE 1"
<br /> � HORIZ: 1" = 20� ADJUST SCALES ACCORDINGLY.
<br /> VERT: 1" = 4'
<br /> PROJECT ENGINEER: SCALE: DWG. NO.
<br /> N � • � � • � �KwK�cA� H. KUYPER AS NOTED PORT OF EVERETT C7.^
<br /> � PO�O y r�s9 °�'�"E°�`: °"� NORTH MARINA REDEVELOPMENT '
<br /> - D. YE AUGUST 4, 2006 CIP N0.
<br /> � 728 134th Street SW•Suite 200
<br /> oRAWN BY: �„E�KEo a,.: INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> � P.o. sox ssa Everett.Washington 98204 �3/16/07 CONFORMED SET ADDENDA t-4 o�BSONAL�''�\�� '"� c'R'°oN STORM DRAINAGE PLAN AND rPio�ECT PD-NM-2005-d6
<br /> � EVEREtT, wn ea2os Ph: 425 741-3800 � 8�4�06 PERMIT APPROVAL/CONSTRUCTION y n-p PROVED BY:
<br /> M �4ZS� ZSJ-Sl G4 � IXPIRES 03/03/9 ' P R 0 F I L E - 2 N D A V E N 0 R T H �--�-��-����-
<br /> � JOB N0. 21-04-015 N0. DA'fE BY REVISION N0. DATE BY REVISION SHEEi N0. 69 OF !��
<br />
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