|
� �� �• :.,Xs� � \ �;�.i���� `y � / �� \ \ � \ �� � ��
<br /> � ���� �,�1 O � �q� �n s,Q � c �S� � �
<br /> `r0 � `�` s`S �`.S' G�. I I.
<br /> `� d �� `���1 ��� ��� W w I � o �
<br /> � � � ` '�� 0 3 Q �� WS� ALIGNMENT `' � � � �
<br /> �<y � � � � � w �- � �
<br /> �� \ / � � cn � � z.� � �/
<br /> , �s ss SSMH #201 ���
<br /> � :.cS'x s� �� c - ( � —=i �' b-
<br /> ,� ,�° �p`�; �i `�, / � C4.01 � o = C4.01
<br /> CAP 6 HDPE 5 PAST �� �` � �� BACK OF SIDEWA�K � MATCHLINE ,�-+ -� � MATCHLINE
<br /> EDGE OF PAVEMENT � � \ MSL AUGNMENT = RIGHT OF WAY � c� �� �P�
<br /> b
<br /> CAPPED FOR FUTURE �, � � ,� � ,,,�� � � � � o �\� ��, o � �
<br /> CONNECTION ,� � �, o �s R/�y i s r� NEW SANITARY SERVICE, TYP. CO z '�' ° `��
<br /> /� \� � \ R W R W R/W /W R/W R/W � /W R R/W R/W R j rv
<br /> �;: / / OLE ��,,�
<br /> xu �
<br /> \ /�
<br /> ��X '� �' ` �� �`� MILLWRIGHT LOOP SOUTH
<br /> Q b/.�O � � ,�`t. w' . � � O \
<br /> �!i- �.
<br /> � �; � � � �=:'; �� S`v
<br /> � � ����: � �
<br /> !
<br /> �' �' a �,, �, �� FFM-----__.— F�M i�ul �� � ��� � #111 � \
<br /> \ o �ry , ,..� s�'"`,�\ _.___��' FM FM �n �2+50 � � �A����
<br /> �' �``°-.., w `'�� ����� —I -I- I — — —I -I- I — —F--�- — _ �5$ �SS _ �' ��
<br /> ',�. �! � �.`,� 9+00 9+50 10+Q0 10+50 11+00 1+50� ss '�� w"o �
<br /> `�.. `� ' s � � � �_ � o
<br /> R� ����"" '�' , W , w,�, � --- ' �c_.__ � � W, �,� SSMH #110 _� , - w , \N ��" �
<br /> + __._ ],�
<br /> c�O �Y ~�, .o � � , � N
<br /> � -.�� � S � ,o z __ � ��X� �/S/
<br /> � �,,_� R/W �_ 'l1� �� �' -+��i� � - Ss �p \ S�, o �
<br /> .
<br /> � R�W » �/w R W R�W R�W R�W R�W ���� C� R�W R� �� R�W� R�W �� `�v
<br /> ���
<br /> 6 HDP� FORCE MAIN � � � �-� /W ox � �
<br /> � (FOR FUTURE) � � ( � � � I EXISTING MANHOLE � �O� � �
<br /> � A � _ ,�� ss �
<br /> � � �
<br /> ,o �
<br /> �/ OJ `S' ``� ,�� ,/� � n �,s
<br /> �C� / n � ��
<br /> LE�G E N D � � �� ��� Z N � \
<br /> \ � ,� �
<br /> R/W RIGHT OF WAY � � `� � S s
<br /> - PROPOSED CENTERLINE � �- / s �
<br /> �— SS SANITARY SEWER � s � EXISTING MANHOLE �"So
<br /> � \ �
<br /> Q-- FM SANITARY SEWER FORCE MAIN �� � LAN � ss
<br /> ����� s� STORM DRAIN �� � � (
<br /> �
<br /> � � � ALE IN FEET `,` �`' �
<br /> w WATER SYSTEM �
<br /> 20 40
<br /> � � �
<br /> � —�- — — -�-- ---�- — — -�-- --�- — � -_ -I --�_ — ( — _�-- _I — — _ _-�- .___ � — -�— -�- ___._ � � _� � � � � _ � , � _I — ,- — � — _,!__- —�- — __ -�--_ _� — � .� � _�- __._._ .— _�— __�._ — ( — - —� — � — -�- —�- — � — -�--- --�- — � — -�— ---�- ---� — �-- �
<br /> ' 24 I � I � ! I � ( I � i I � � I I ( ( I I I MILLWRIGHT LOOP SOUTH , 13TH, STREET
<br /> i
<br /> �
<br /> MSL 13L)
<br /> � � I � � f I 1 ! I � � � � � � � � � � � � � � �
<br /> U
<br /> � -�- - I -- � --�-- - - �- -�-- - I - � -� - - -� -{- - I - - -� - i - � � _ � -{- - - ( - {- - -�-- --I-- - -�- . -�- -_ - -�-- -f- - I -- --- _-�- - - _�- SSMH #111 � - I - � ADJUST RIM TO � - I - � - I - - EXISTING
<br /> � 22 � I � I � ! 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 />
|