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SSMH #110 MSL STA: 12+29.52 MATCH FINISH GRADE � GRADE 13L <br /> � � I � � � { � ( � � � � � � MSL STA: 10+84.52 � ( � I � � � � � � i I � � � � ) 22 <br /> OFFSET: 0.00 <br /> Z PROFILE , I CONNECT FORCE MAIN TO SSMH #110 USING OFFSET: 0.00 f RIM: 20.25 � /' --- - <br /> � GRADE � ( ( ( � � I RIM: 19.57 I � INV IN: 12.57' ! _ I _ � _ � ( 1 _ ( <br /> a - - - - - - - -- -- -- - - - - -- - - - - - - - -- ---- INSIDEDROPMANHQ�ECONNECTIONPER _� - __ , _ _ ^ _� - / _ _ _ _ _ <br /> � ( I I I I � I ( ( � � CITY OF EVERETT STANDARD PLAN 609 � INV OUT: 13.29 + I INV OUT: 12.57' I ( I I � I I � � I <br /> 0 2� , , , , , , , , , , , , UTILIZE PVC FOR ALL PIPE INSIDE MANHOLE , , , , , , , , � � � � � , � , � 20 <br /> W � i / <br /> � --- _ _ !- _i _ _ � �_ _ I _ -�--- _-�- ___. � _ -+ _ — — - — -�--- i- — —f- __ � _ �____ _ :__ _ -! _i-_ _ I — ! —�- — — !- - -!-- -! — I — -I---- —i — — -- —I- — I — - _!_ — � ! — i — -�-- !- — --- �-- —I — !— !- — <br /> m , STORM 8"� I I I EXISTING MANHOLE <br /> T 18 I � I � � � � � � IE 15.89' � 1 � I I ( - � MSL STA: 12+82.16 ( � � � 18 <br /> N CAP 6" HDPE 5' PAST I � ST ' , � � � � I I I I I _ ____ _--I- -- � I � I I OFF REM: 21300 ( ( I I <br /> a EDGE OF PAVEMENT IE _{-_ <br /> W � � � � -, - - � �� � � �. -�- D E FOR CEM � I I � - -(� ��. - - -i -- - I � �._._.-�- r- �1""�i� - � � _:. �-- �- - - -�- --I- - { - -}- -{- - - - --� - I - I N V I N: 12.41, � I T � � � <br /> N 16 OR I -., --' I i I INV IN: 12.31 <br /> � � � � CONNECTI � � � � � _,-- j� � � � I I � � I I I � I I I ( I INV OUT: 12.31' � � I � � � 16 <br /> � EXISTING , � � � _ � --� '` I WATER SERVICE 4"� WATER SERVICE 4"� STORM 8"� <br /> W GRADE � � _� � ---r � � � ^ i _� � � � � � � � � IE 16.25 IE 16.72 IE 16.49 I I I I I I I ( I I <br /> _ - --- � � _._. _„_ �_ ____ ___: ___ <br /> � � - - - -- - -- - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - <br /> — ' ' � � { I I ! I I I I EXISTING I I <br /> z 14 � - _,.._ �` � �� <br /> 146LF 1 � p� <br /> a � � � .�.. _.a._ � � � � , a � � � � � � � � � � � � � � � WER � � � � 14 <br /> z ' 52LF 12"� PVC <br /> Q ---�- ---- -- -! —�-- — __ -! -- ____ i -- _j_ — I _ i- �- -- I _ - �- — -- -�- !- — I -- -I— i- — - -!— — I — -�- !- — I — -�- --� — — � - — -r-- --�- ------- ' ' ' — �-- <br /> � �2 i i I I 1 I I I ! I I � I I I I 0.50% I I o.5 � �2 <br /> � o0 <br /> � � � cso 20;'� i 1 I l I I I i I I I I I I STORMI 18"� I I I o.50% I I I <br /> IE N9.5 <br /> � _ � __ � �. � -� - ____ _� ---�- -- - -�-- --�- -- - -i- � . � �� ~ I � � � � � � � � I -. � .__ � � � � � � T � � � � � ._._ - � 1 _-. � - -� i � - �� �� � � � � � i IEi9.95'� - � � � � � I i <br /> i �� � I 10 <br /> � 7+50 8+00 9+00 10+00 11+00 12+00 13+00 13+50 <br /> W <br /> � PROFILE <br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1 H:,o� R E C O R D D R A W I N G <br /> � <br /> 0 <br /> � PROJECT ENGINEER: SCALE: PORT O� EVERETT DWG. NO. <br /> o � PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED C`7'■O� <br /> Q PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br /> Z � CONSTRUCTION OF THE DESfGN SHOWN ON THESE DRAWINGS. �Esi�NED BY: DATE: <br /> o � Or D �1 1,3��o�AVenue S.S�teA W AT E R F R 0 N T P LA C E C E N _ _ _ _ <br /> .�. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, N. ALEXANDER JUN. 2016 T RA L CIP N0. Z O O4�J O�, 6-8-001 06, <br /> g � a � � Seattle,Washington 98134 THE SPECIFICATfONS SHALL CONFORM TO STANDARDS OF � 6-8-001-07, 6-8-���-�8 <br /> � % VERETT P:206.624.1387 1NDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAwN BY: CHECKED BY: F I S H E R M A N S H A R B 0 R <br /> � � ENGINEERS, INC. www.pndengineers.com 01 9/15/18 JBK RECORD DRAWING AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD C. WIEST PROJECT PD-WP-2016-01 <br /> 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 N0. <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 DIRECTLY OR INDIRECTLY TO PND. <br /> N0. DATE BY REVISION SHEET NO. SL OF 195 <br />