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<br /> � ^SD � SD --��� :'� LEGEN Da �
<br /> �..�.,,,',���
<br /> S� SANITARY SEWER
<br /> � SSMH SANITARY SEWER MANHOLE
<br /> � .�
<br /> �� � S� 6 � SIDE SEWER, 6"� � 2.0�
<br /> � UNLESS NOTED OTHERWISE
<br /> ���
<br /> o ��:���
<br /> + � CO CLEAN OUT
<br /> � ��� � G PROPOSED GAS
<br /> �
<br /> W PR�POSED WATER
<br /> I
<br /> w SD PROPOSED STORM DRAINAGE
<br /> � ~ W P PROPOSED POWER
<br /> Q � � � o
<br /> � � � W T PROPOSED TELEPHONE
<br /> � Q � ¢ � . C PROPOSED COMMUNICATION
<br /> � � Q �
<br /> a. Z = � PROPOSED TRENCH DRAIN
<br /> Q - °- M CO 1
<br /> DEFL.ECT WATER AND POWER � CAP FOR FUTURE CONNECTION
<br /> STA. 82+41 UNDER SANITARY SEWER
<br /> :��� I E N P�17.23 �
<br /> �-� BACK OF WALK ���� . ��t�� �" eLi RETAINING WALL
<br /> -- — EASEMENT UNE
<br /> � G G G �,�M,�.,, G G G� G
<br /> ;,,
<br /> CAP FOR FUTURE --p� �, " � r �:, � '� ST�►NDARD DETAIL NOTES:
<br /> PRESSURE SEWER � , ,` -""p-- -� � � �.:;��'^ REFER TO THE FOLLOWING CITY OF EVERETf
<br /> CONNECTION � �� �;. � STANDARD DEfAILS
<br /> ` "� W � W W w R�fl: W � y ��_� W W W ����'�/� ��
<br /> $� �p, ��� 'k � o ' � � 2T STREET +oo � �' DRAWING TITLE
<br /> ��� �� `� ��� ��
<br /> �
<br /> { � -� � � Tr`'`p _—� � ''" ��,,�' 602 TYP(CAL SIDE SEWER CONNECTIONS
<br /> CO #1 A �, SSMH 1 � 20' EASEMENT (TYP) SSMH`2�p � °�������„' c�
<br /> E-SS SS +_ o SS SS SS SS SS S � '� �� 604 SEWER CLEAN-OUT
<br /> �
<br /> � � �
<br /> — --. �� µ 605A TYPE I MANHOLE
<br /> �� i r ` �
<br /> _ .� � �
<br /> � x� 605C TYPE 3 MANHOLE
<br /> ��, SD D � " SD W n�" SD SD = SD ,�,a"` �
<br /> � c � 606 POLYPROPYL"ENE LADDER
<br /> �_ � —==1-�====TC==== —=�=CT- =�1== � _ —=C= ==�- 1 �� T=�_— -- - —==��-Z==7-�"-7===��L=` ��P
<br /> � � ����� � 607 MANHOLE RWG AND COVER
<br /> ..� �_� �� 2 DEFLECT TELEPHONE AND CA�LjE �
<br /> � � STA. 82+45 UNDER SEWER i � BACK OF WALK ��� .
<br /> IE= 17.04 - ��, GENERAL NOTES.
<br /> �`' 1 . STORM DRAIN AND OTHER PROPOSED UTILITIES
<br /> ARE SHOWN AS BACKGROUND FOR COORDINATION
<br /> PURPOSE. FOR MORE INFORMATION OF THESE
<br /> .........................................;...................;...................:.................................��.......;................. ................ ................ ..............,. ................ . ................ ................ ................ ....................�..�......... ................ UTILITIES, SEE CORRESPONDING DESIGN DRAWWGS.
<br /> ..;..
<br /> (- .
<br /> 2. PROVIDE MINIMUM 12-INCH CLEARANCE BETWEEN
<br /> ��00� � . . : ��d�-' . UTILITY LINES AT CROSSINGS UNLESS NOTED
<br /> : : : : : �o�"°' � � � OTHERWISE.
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<br /> KEY MAP
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<br /> e "�i t '�;��� �t�hC�'�C7 arFr3G�5 4i � S � � r;; IE NOTE:
<br /> O � _ '-
<br /> � P RO FI LE i�� ;��',(�`�``�'� �`��' `�g���"��,����, �,,`���� IF "L" DOES NOT MEASURE 1 "
<br /> N HORIZ: 1 ' = 20' '
<br /> ------- ADJUST SCALES ACCORDINGLY.
<br /> �- VERT: 1" = 4' �
<br /> N
<br /> � . N. ��t; PROJECT ENGINEER: SCALE: � � � � O F E V � � E 1 T
<br /> � • • � uY H. KUYPER AS NOTED DWG. No_
<br /> � � � � � JC��oF wASy�NcA� � V . 1
<br /> � O� O sy�P �., �y DESIGNED BY: oATE: NORTH MARINA REDEVELOPMENT
<br /> i . �,�� D. YE AUGUST 4, 2�06 INFRASTRUCTURE PHASE 1 ciP No. 3-0-003-09
<br /> 0 1. 728 134th Street SW ' Su��e Z�Q A � � DRAWN BY: CHECKED BY:
<br /> � ���'�F�/STE4�'���'� w. CIRIDON SAN 1TARY S �WE R P LA�J PROJECT
<br /> � P.o. eox 538 Everett. Washington 98204 Fss,oNA�.E��` No. P D—N M—20�5—0 6
<br /> `�' EVEREfT, wa s82os �0 8/4/06 PERMIT APPROVAL/CONSTRUCTION �� 2���j -APPROVED eY: ,
<br /> �, (425) 259-3164 P�1: 425 741-3800 EXPIRES 03/03/07 f'°'�� V I� R CJ � I L E - 12 T H S T R E E T
<br /> � JOB No. 21-04-015 N0. DATE BY REVISION N0. DATE BY REv�S�oN SHEET N0. 76 OF � ��
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