1300 W MARINE VIEW DR 2006 Plans 2022-12-27 (3)

� � LEGEND: � �p 12 x I �� BACK OF WALK �p �� F —SS— SANITARY SEWER W _ I� STA. 115+55 W �SSMH g,qNiTARY SEWER MANHOLE w I TA. 113+1 = G � G G G— G G G G G G G G G = 6"0 N � WM � �� r yyM tn —SS— SIDE SEWER, 6"0 � 2.09, w UNLESS NOTED OTHERWISE W 5 5 G \ �� / T � • CLEAN OUT • .Vl Da — -- -- W - Vy'� NF' W—a�--��W __W ; W — F W Vv ___ __W__—�--_W �� \ CO � � � —�————��———��--��-- --�— � 1•-—— � —G— PROPOSED GAS � ,"__ �_=T-� --f----T--- �"�"__=�---r=r�=r-�='r==�=�—�- —�-- r— �--�T_c-- .c---r—�=T�---r�=_�c=—�-�c----�— 0o T iis+o�--M�o��_ _ _ _iia+�b--- ii�5+oo 14THSTR�EE� _ M� -- —i�+ao— — ---, �i�+oo 0 , ' - � i- O —YJ-- PROPOSED WATER �i— - --- -h, � �—� �—�� SSMH 11 �—� � � �—�—� � —SD-- PROPOSED STORM DRAINAGE +, � 20� EASEMENT (11'P) � N �� .�__�—_—.�_ � _��_� �� .._��.��. _ __ �' P PROPOSED POWER � p�_ _-p ___P� p--__p____p____p____p__'_P_-_cP_� _p�_p--__p____p'___p--__p____p'___P'___p__ _p____p_---P_-__p____p____p •~- —T PROPOSED TELEPHONE � � � F —C--- PROPOSED COMMUNICATION N I N � PROPOSED TRENCH DRAIN Z � �o /�5� Z C CAP FOR FUTURE CONNECTION S I � oN = REfAINING WALL � � �Q� I I / � -- -- EASEMENT LINE b ,5� � NOTE: 1. SEE SHEET C8.1 FOR CIT( STANDARD DEfAIL REFERENCE AND GENERAL NOTES. _.......:...................:..._......_......,....._............:...._..._........:........................_....._.._..:.............._........................_......_...................._......._................................_.................................._.._.._......_.__..._........................._...._........................................................................ . . '.............. ._. ;. _._. ;. a..� _. - w : .. . >. �;� I ^ N t4 U �I� ........:...................:...................�...................:.........._........:...................r...................:...................�...................�............... ... .............. ............. ............ .......... ........ . ........ .............. .............. ........ f- : : . : : : : : . .. .. . . . ..... .............. ............. ...... ...... .............. .............. .............. ............ . . ....}...-w3.. ..:... ...: .. w : : : :� : : . : i : in �eh�.-.- p W ; .-.r�j N NJ . �-pp _^"N N : ��. � II MM S�V w 24; o : � v�ilo¢�i�ww c�ik vWi 24 _.....:.............. ..:........._........i..................i_......._........;._............. t,,� . . . w . . . ...:'... ..w.... ....;... ..i................. .........._.. .............. .............. .............. .............a�.....__........ ....... .. ....... .....,.,... .............. ........._... .............. ........._. � N i el: � ; FINISH GRADE � <... ;... >.. I � <... ;...... ;.. >.. ; . N � ro : � � SCALE IN FEET � , ' z N � K K � � _!'i..::.............1.0;..._...._........;...................�..:....:.....__...;......._..........;........_.._.._ .............. ......_ � 3 .... ............ _ C�a7 � 3 ,20 20 0 �20 40 �� 0 3 : ;_. <:.. a_.....�.o.. ...1...... _....._..... _.. _... _._....... _ _... -- � o� . �I + °- : a•,- .�, N : i : : ' : ' __ _. _r- _. I ��G O � �� � ' �i�; I 16. :...... '. ..... ts '� ..�. i _.. 'i �.�. � 5; __ w ,�. � � ... ;; , I;� � 'L:' � �' a : . � ' . i ' . . : : �. .. . :. ........... . .................. ....... ..... . .. . .. , .... ... .. . ... ..... . .._.. r��,� L.E� � � i.'�I. . '�—j -�I�� I ......... . N ' � : E : : : . P : I � : � � � � � V . / . : : : : : : .:. .�.. ..` . ` I ,.I.... v�i I �` - W : : � : : ; � i i . :� W - _ _ _ _ __. Z 297 LF 8" PVC � 0.5% o� � � W r�,; �.�1 _ .......:..............��:...__..._....._i...................i.............._...'..........._......:............._.. �2 - i.........................._.__.._.;...................i................ '. ` a c� _ ....... _. .... _..._ v=i - - L F � � �I �C �' �Is w o : : ; : : : . : . : : �"`L i : : . : : : : : : i � : : i : i � � �' �-' W (/J N � �I " KEY MAP � liilt-- �I�I ' ' ` ' ' � I , , � ____......................_......._............................................... : ; ; :........................._._........;._..._..................._.._..._.. ..................... ......_.__..............................................;...................._..............:..................<...,................,...................>................... >......................._......._ - � v°', ! ! ! ? ! ! ; i ; � NOT TO SCA�E II� �oI 9 II N E �-�--� ;`� 0 �-- � o ...... ____.:............_....._.. � _...:.._............................_ . _ _........................... _...._._... ............_ ... ..... . ............... ...._ .. N a PROFILE � �'_�� =; N HORIZ: 1" = 20' IF "L° DOES NOT MEASURE 1'" VERT: 1" = 4' ADJUST SCALES ACCORDINGLY. •N � � . � PftOJECT ENGINEER: SCALE. DWG. NO. e � . " . ' ,�,N•K� H. KUYPER AS NOTED PORT OF EVERETT � Port o y��°`�Sh y� NORTH MARINA REDEVELOPMENT C8.6 N - 1P l 9 DESIGNEO Bl': DATE: - D. YE AUGUST 4, 2006 CIP N0. 728 t34th Street SW�Su�te 200 0�,�BY: �„E�KEo 8,.: INFRASTRUCTURE PHASE 1 3-0-003-09 �- P.O. BOx 538 Everett.Washington 98204 �3/16/07 CONFORMED SET ADDENDA 1-4 C�88/pNA4�0`�¢ W CIRIDON SANITARY SEWER PLAN PROJECT ` E/EREIT, WA 98206 Ph:425 741-3800 � $�4/O6 PERMIT APPROVAL/CONSTRUCTION � n-o �PRo�o�'� No� � PD—NM-2005-06� �`o (425) 259-3164 JOB No. 27-04-015 NO. DATE . BY � REVISION N0. DATE aY REVISION �P�� 03/03/09 A N D P R 0 F I L E-14T H ST R E E T SHEEf N0. 81 oF ((o/n