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i � ' ' � � <br /> II� I � <br /> ��� CONTRACT� N.I.C. �" ° , � <br /> � � N o <br /> �� 0 � � <br /> � WORK_ � <br /> w ----��� <br /> y � ,� N=367497.28 BACK OF SIDEWALK FIELD LOCATE EXISTING UTILITIES. REVISED PLAN AS-BUILT � �,�'� � �� - <br /> �' E=1302116.56 � = RIGHT OF WAY � INFORM ENGINEERS C?F ANY PER FIELD INSTALL, �, <br /> so � �� TYP. 1E=12.88' NEW SEWER � � DISCREPANCIES TO SURVEY � DATE: 12/12/2016-12/19/2016 � � � SS� MH 0 � <br /> �� SERVICE, TYP. c� � � I �, 2 2 <br /> � .� � \ a' = l � \ I� � � - - — � <br /> � � R/W , R/W R/W � r— R/W R/W R/W R/W R W R/W R/W R/W R/W N , , <br /> � . I <br /> co Z w w w w w w � T � <br /> � S� � rn �-�--� <br /> � � 1 � �� � <br /> Q � cn cn �' < fTl <br /> � x`S�\ s'� � / � � -�-i ❑ <br /> S �/jj � �--f W V W - �! V�! W W � � �O <br /> O � f � � o � � O <br /> QNOTE: �� ^ SS MH 201 N u� �, � � � �, <br /> EXISTING CSO MANHOLE WITHIN � ♦ '�j ---, C�;� as as as as �a- a as C1= a < z <br /> P A C I F I C R I M P L A Z A G L O B E fl �k �F a � S S M H 1 0 9 ~ I m m <br /> W A S B U R I E D W I T H A F L A T T O P -[�.� � i 4 T H S T R E E T = # 3+0 0 � � _ _ , <br /> APPROXIMATE LOCATION: I �� 0+5a 1+00 1+50 2+00 2+50 �� � � 3 �NM <br /> N: 367452.66 � 0+00 01 c � PSO � �a �+50 0 � <br /> E: 1302019.03 SSMH #108 � � �; �; � I o � <br /> RIM EL: +13.024' �� � I �' � Ss � <br /> � o � I SS - 'f .:V <br /> �i ( �� <br /> ��:- SS ----- <br /> � <br /> 18"� CSO � OVERF�OW STRUCTURE 30"� CSO `� � � � � <br /> � (BY OTHERS) R W � D_ (BY OTHERS) (BY OTHERS) � <br /> R w R w R w I a' o I � EXISTING MANHOLE ' <br /> � ;P c� / / � W R W R/W R/W R/W R/W —� � � <br /> � SD :�;= Q°� a � � , � — — — <br /> � a Z f � <br /> �,—� <br /> LEGEND � � � � BACK OF SIDEWALK � LIMITS OF WORK �, <br /> R/W RIGHT OF WAY _ So � z RIGHT OF WAY � �n <br /> - P R O P O S E D C E N T E R L I N E � � w�, r� � � � I <br /> ;� I � WEST MARINE VIEW DRIVE <br /> Q-- SS SANITARY SEWER � i � � <br /> �— Fl�A SANITARY SEWER FORCE MAIN �' SDL 1 � � I I RIGHT OF WAY � <br /> �-- s� STORM DRAtN ALIGNMENT rn P LA N � � <br /> W <br /> I � T SCALE IN FEET I I I I <br /> i <br /> 20 0 20 40 <br /> o PGRADE ( I 14TH WEST MARINE <br /> o --�- — - —) — I— --�- — �---- -�-- --� — �— -�- — — �-- -I- ---� — � � — � -,- — � � — --�-- --� — �-- -I- --I STREET VI EW D R I Vr E -� —I — � - <br /> v � � � ' I I I � � � � <br /> � 18 � � � ( ! i � � � ( � 18 <br /> � � � EX{STING I I I � � � I ( ( i � ---_ I� T � -- � --� ---- � - i-" � � � � <br /> GRADE <br /> o � --- � � � , I'__--1—TlT --Is! � � I � � � � TI� � Iv � � � I I � � I � `� - 1 I APPROXASLINE <br /> EX. STORM CB <br /> � 16 � � � � ( STORM 12"� � � � � ( � I � � 1 � ( � � � ( � RIM: 18.10' � LOCATION , � 16 <br /> c, IE: 14.69 <br /> STORM 12"�, APPROX. <br /> 3 � ( � � � � ( � � IE: 14.82' � INV: 14.6' I � I <br /> Q - - — � _� — __._ � � — ' — � � STORM18"� — � �_ � —. � _> > � � � � � -- - — — — - - - - <br /> � 14 ! � � � � , � , � � � � � � � � � <br /> o � � � � � � � � � � � E. 4.09 , � � � � � � � � � � � � � 14 <br /> EX. STORM <br /> � SSMH #109 APPROX. <br /> o - � ____ _ I� _� ____� �� ��_ � _ � �_ � ^ � .�/��.f _ (i � —1 � � � — -�-- � — 14L STA: 2+75.00 — -� I _ IE: 11.52'_ � _ � � — �— <br /> m , WATER 12 � � � �WATER SERVICE OFFSET: 0.00 <br /> = 12 � � IE: 13.29' � ( 8"� IE: 13.00' � � I RIM: 18.31 I ( ( � � 12 <br /> INV IN: 8.20 <br /> `� ' I I I i I I I I I I iNv ouT: 8.2o' I <br /> Z <br /> Q <br /> W - � ---- — _ 272LF �2"� vP� � � �` I � � � � I � � i � I � � � <br /> � 10 � � � � I � � � ( � � � � � � � � ( I ( � 10 <br /> z 12"� SEWER <br /> w �. — �MAIN � ( ` � - � � -- - — 1.0 �° I I I I <br /> � � i � I J I I I I � I I I � I I I I I I �0cF ,2'� � � I I I <br /> z g SSMH #108 P�� $ <br /> a � � � � � � � � , � � � � � � � � ' MATCH EX. <br /> 14L STA: 0+03.78 � <br /> Z OFFSET: 0.00 PIPE IE: f6.6' <br /> J -�- — RIM: 18.50 � -i — � + —I — � -�- — — �-- -�- ----� — �-- -� —) — I--- -f- ---i -- -�- ----i -- f— -�- ----I -- I-- -+- --i — f--2 9 � - ---� — -- <br /> a 1NV IN: 12.00 I J I <br /> � 6 ( INV IN: 10.91' � I � I � ( � � � ( � � � � f � � � 6 <br /> � INV OUT: �o.s�' I i I ! I I I f ! I I I <br /> i . , , � » � � ( ( ( <br /> o � � ____I � � � I � � �I '1 � � � � � �� I �I ` I � IT � � �) I � — �— �- --PSOE: 34.2'� � � I � I I <br /> � <br /> 0 <br /> � 4 I 4 <br /> W —0+20 0+00 �+oo P R 0 F I LE 2+00 3+00 3+60 <br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1 H:10V R E C O R D D R A W 1 N G <br /> 0 <br /> � PROJECT ENGINEER: SCALE: PORT O� EVERETT DWG. NO. <br /> 0 o PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED C�.Q� <br /> a n' PRQGRAMS, METHODS OR PROCEQURES OF OPERATION, OR THE <br /> � I Oi O CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DESiGNED BY: DATE: � <br /> � co "'�z 1736 Fourth Avenue S.Suite A WHERE SPECIFICATIONS ARE GENERAL QR NOT CALLED OUT, N. ALEXANDER JUN. 2016 W A T E R F R 0 N T P LA C E C E N T R A L CIP No. 2-0-045-01, 6-8-00�-06, <br /> 0 0 � d � Seattle,Washington 98134 Q g�15/18 JBK RECORD DRAWING THE SPECIFICATIONS SNALL CONFORM TO STANDARDS OF � 6_ _ _ 7 _ _ _ <br /> ao % �E�ETT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE QN THIS PROJECT ONLY DRAwN BY. CHECKED BY: F I S H E R M A N S H A R B 0 R 8 OO� O , 6 $ OO� O$ <br /> � � ENGINEERS, INC. www.pndengineers.com � 1/31/17 JBK U11UTY REVISIONS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD C. WIEST PROJECT <br /> d. o P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED S E W E R P LA N A N D P R 0 F I L E N�• PD-WP-2016-01 <br /> �j EVERETT, WA 98206 QO 6/30/16 JBK ISSUED FOR BID AND CONSTRUC110N IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: <br /> � Y (425) 259-3164 DfRECTLY OR INDIRECTLY TO PND. <br /> N0. DATE BY REvisioN SHEET NO. HG OF 19S <br />