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�r <br /> o � S° LEGEND: <br /> —$$— SANITARY SEWER <br /> �SSMH SANITARY SEWER MANHOLE <br /> I —$$ 6—� SIDE SEWER, 6"0 � 2A� <br /> UNLESS NOTED OTHERWISE <br /> o� <br /> ^ � CO CLEAN OUT <br /> n <br /> • —G— R POSED GAS <br /> I —W PROPOSED WATER <br /> � —SD-- PROPOSED STORM DR4INAGE <br /> ~ —P— PROPOSED POWER <br /> W�� � v�i <br /> Q v-� Z <br /> g� � w —T— PROPOSED TELEPHONE <br /> �N � ¢ � —C— PROPOSED COMMUNICATION <br /> a� a � <br /> aQ Z� M PROPOSED TRENCH DRAIN <br /> CO 1 DEFLECT WATER AND POWER <br /> STA. 82+41 UNDER SANITARY SEWER C CAP FOR FUTURE CONNECTION <br /> � IE=�17.23 � � BACK OF WALK --� REiAINING WALL <br /> --"--- EASEMENT LINE <br /> C G G G G GI� G <br /> CAP FOR FUTURE -`P� wM 3 - ���c �' STANDARD DETAIL NOTES: <br /> PRESSURE SEWER _ --P- <br /> CONNECTION � � � "S REFER TO THE FOLLOWING CITY OF EVERETT <br /> y, �, STANDARD DETAILS <br /> _ _ � / 'si W——_�\=� —`� 82t e _ .�� �o W STREET-a-—y� 4—W^---—— M � G�. D�I�Sz TITLE <br /> � <br /> E� CO #1A � o H I1 � � 20'� EASEMENT (NP�— SSMH�y,� � Gj`Z'�� 602 NPICAL SIDE SEWER CONNECTIONS <br /> + � � tv� 604 SEWER CLEAN-OUT <br /> n� ` 5 <br /> — -- — —3 —_ —.i� r �__�_ __ / 605A iYPE I MANHOLE <br /> � x�� 605C lYPE 3 MANHOLE <br /> - SD D SD SD S SD � - <br /> 3 3 � �-_ � 606 POLYPROPYLENE LADDER <br /> �_ -==-L�====7�==== -_-�'_ =�i== � _ =c=�-_-�_ � _�_- _�-�==T��===c`L;\ '�P <br /> � F ��� �h 607 MANHOLE RING AND COVER <br /> S A. 82+4 DEFLECT TELEPHONE AND CA�I.� � <br /> IE= 17.04 UNDER SEWER �� BACK OF WALK �� <br /> �P� GENERAL NOTES: <br /> 1. STORM DRAIN AND OTHER PROPOSED UTILITIES <br /> ARE SHOWN AS BACKGROUND FOR COORDINATION <br /> ;...................,..................;...................:...................:...................;................ <br /> PURPOSE. FOR MORE INFORMATION OF THESE <br /> �- UTILITI SEE CORRESPONDING DESIGN DR4WINGS <br /> E i ; _ 2. - EN <br /> � �. ES <br /> � � <br /> PROVIDE MINIMUM 72 INCH CLEARANCE BETWE <br /> �-�°O� '��v UTILITY LINES AT CROSSWGS UNLESS NOTED <br /> ___....._...i...................;:._...............;..................i...................i..... _......, _._........, OTHERWISE. <br /> w o� - <br /> � : : : . .0...�?.�...;.. .... , .'.�a..�...........: . . <br /> ;... <br /> ;.. <br /> �'. : � : � : �W� : : � :d�'��N�_.. . . <br /> +��N <br /> Z4 � : � � rw^NN :�la . <br /> 6 <br /> N <br /> pp �mrn: <br /> V N ' <br /> ....................:...................:..................;.............�.....:...................'.......`."I.. � ...... .......... .............. .............. ...... .............. .............. .. ...... .............. <br /> , .D.�.N... ..:... ..� � . :. . ..:.In..k.��.��� U <br /> i.. <br /> =Nacy,��o >.....FINISH GRADE rn v��_ti°,_ `�. W <br /> ��� N <br /> :. <br /> ' ' � ' �N Z�II II E �i i � SCALE IN FEET <br /> : : � : : : : : : : i ; . <br /> ..;... ._;.. <br /> 2 W <br /> �n .-r��W W N N <br /> .L� . ' � . 20 W . �. 20 0 � 20 40 . . <br /> - .........._.......:..�................;.......__........;.................::.........._..._.:........�.........;..._.........._..;................ ... .. .. ......_. .............. .............. ........,..... .............. ....... .............. � . . . <br /> . � .�. ..'... ......... ..!...:�.... ..;... ..;... .J... <br /> ..:... ..;..... .. �..;... ... W <br /> . . sn � � N . :._„ ��, � , ,S'-:..'��,�, ` O � j - <br /> MIN 40GF 8"0 � 6� � � '� ' � a � � I j�V � { <br /> � 1.0% MIN o�0. � '; � t � � I <br /> 16 16 <br /> ;...................;...................;..................;..................;........ _ <br /> " v ;��� i <br /> ;..................;.... ;... :... ;.. <br /> _ <br /> i.... + ' , .; <br /> 17 LF:4"0 � 1.0� ; ( ' ( -- - - <br /> M 3r� <br /> W <br /> �i� <br /> 72 12 <br /> 3 _........ : ;... .. . . . . . , _.... _ <br /> N ' <br /> ` �iI y I <br /> , ,- <br /> ta -�- <br /> ;.. ,.. _ <br /> v : ; : : : � : �: : � � Z �"1� -- - <br /> .t : : : . : : i : : : : i : i : - � <br /> `--., <br /> . <br /> J <br /> § ., <br /> i i i � ,a � ._ ..._. .�. .. �_�_ <br /> w� S <br /> � 8 ` ` � � s � KEY MAP i�11`0ii� <br /> _____...:...................;...__....._.....;..................;._....._..........;...................;...._..._.... _..._....... _...... _....._..... _..... <br /> � ` ` �� � � NOT TO SCALE �iI�I� <br /> �n � _. <br /> ;... <br /> : : i : : : E� ro . � . . p- <br /> v , i ' �L _..� <br /> ;... <br /> ;... <br /> v : . . : : � � � � � . —_.'-- <br /> i i <br /> ...... ...,.. ...:_ ...... ._....:.. ... <br /> �( I <br /> € �.I �.__ �. <br /> O N <br /> p � . . . . . . . ' . . . . . . . . . . <br /> V <br /> N <br /> � PROFILE NOTE: � ry��� _; <br /> o IF L�' DOES NOT MEASURE 1" <br /> N HORIZ: 1" = 20' ADJUST SCALES ACCORDINGLY. <br /> VERT: 1" = 4' <br /> N <br /> � �� � N�K PROJECT ENGINEER: SCALE P O R T O F E V E R E T T <br /> a ' � � � ' � o�o�was �AF � H. KUYPER AS NOTED DwG. No. <br /> N PO� O y�' �1 royq °ES'�"E°�: °"TE: NORTH MARINA REDEVELOPMENT C8.1 <br /> ' D. YE AUGUST 4, 2006 CIP N0. <br /> � �2s �3ath st�eet sw�s��te 200 o�WN BY: �HE�KEo�: INFRASTRUCTURE PHASE 1 3-0-003-09 <br /> �: P.O. BOX 538 Everett.Washington 98204 Q 3/16/07 CONFORMED SEf ADDENDA 7-4 �0,�,83��NF`R��••`Q` W. CIRIDON SANITARY SEWER PLAN rPio�Ecr pD—NM-2005-06 <br /> � EVERET7,WA 98206 0 8/4/O6 PERMIT APPROVAL/CONSTRUCTION 3 /Y ff PROVED BY: <br /> � Ph:425741-3800 , , � AND PR�FILE-12TH STREET ,�/_ <br /> �`0 425) 259-3164 JOB No. 21-04-01S N0. DATE BY REVISION � NO. DATE BY RENSION IXPIRES 03 03 Q9 SHEET N0. 76 OF ��y{� <br />