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<br /> DOWN TO BELOW E 6" PVC
<br /> , , 30"X48" ALUMINUM PUMP HATCH VALVE VAULT
<br /> � I � E 6" PVC W/ 300 PSF LOAD RATING W/ 4° BALL CHECK
<br /> � SEE SHEET E-2 O 316 STAINLESS STEEL HARDWARE VALVE (TYP)
<br /> FLANGED PIPE SUPPORT _ _� — � PIPE FOR DEMOLITION OX 6" PVC 8c RECESSED PAD LOCK CLIP VALVE VAULT �
<br /> STANDON MODEL S89 OR '
<br /> APPROVED EQUAL DRAIN 4" FULL PORT ECCENTRIC PLUG VALVE (TYP)
<br /> � � SEP-26 (KENNEDY VALVE OR APPROVED EQUAL)
<br /> (4) 1/2" STAINLESS STEEL T � T � a--c »
<br /> ( ( / / 4 DI QMNI COUPLER
<br /> CONCRETE ANCHOR BOLTS I � / / I- - - - ^ -I 4"DI
<br /> WITH LOCK WASHERS � �---�-��� ��--.� �/ �� EXISTING WET EXISTING 12_" PVC I 6 4"D �
<br /> DOUBLE NUTTED AT SLAB T' '" ��� �L� j�� WELL SEVVAGE MAIN I p
<br /> � E 12"PVC i� ��' � � �1'�� /� � I I
<br /> f �� � � �I —�— — —�— - - -O- —f-- —-
<br /> NONTERHR NK GROUT BY ,� �/ /� I r �—/ � �l '� \\ I I � A _
<br /> I i M-2 M 2
<br /> X 12 PVC I % � ,� ( i i �
<br /> BASF OR APPROVED EQUAL, � � � � ; `��/--�-��� ��,� �\ �� �
<br /> 2" M I N., 4" M A X A F T E R B A S E P L A T E _ L �� � ( u. I � � � 0 � E X I S T I N G 4 �I D P�
<br /> LEVELING WITH SHIMS. ( �Y �r�� � � �� � � �� � ���r�,�i_�._ I „ �ORCE MAIN
<br /> � �_ VA�VE VAU�T ��OOR �j I / � � —�.-r—�r d � � _ _ _ _ � 4 Df HDPE FLANGE CONNECTOR AND
<br /> � r� `r r� i � � �'� rr � � � „ DI BACKUP RING TO DI FLANGE
<br /> ANCHOR BOLTS HILTI \\ � I ( `��( i�` (�t,\ / / X 4 FM E 4"HDPE FM SEP-2A 4"DI
<br /> OR APPftOVED EQUAL O PUMPS & TURN � � �.r� LL �I ��� �� �� LINK SEAL SLEEVE 4" SCHEDULE 80 PVC PASSIVE VENT ACCESSAHATCH SINGLEEDOOR,T
<br /> PUMPS OVER TO � L_ �� J I J' �
<br /> PIPE SUPPORT DETAIL � PORT OF EVERETT �� ��\"` r�� ��� �/ WAL� PENET ATIO SELL POWER POLOEWTORWD HINN8' 0" OF5TING PSFSLQAD RATING WTH �316R, 300
<br /> SCALE: NONE M- M-2 ,� \�� ` , r�� ��� GENERAL N�TES. AND VALVE VAULT EXISTING LIGHT & SECURE TO POLE STAINLESS STEEL HARDWARE 8c
<br /> O X 4 P V C P A S S I V E ��-J� � ��.--' W I T H S T A I N L E S S S T E E L B R A C K E T S. R E C E S S E D P A D L O C K C L I P.
<br /> vENT To Exis-riNc PUMP STATI�N NEW WORK PLAN 3
<br /> LIGHT POLE 1 . REMOVE ALL EXISTING WET WELL PIPING, PUMPS,
<br /> GUIDE RAILS, BRACKETS, VALVES, AND ALL SCALE: 1/2"-1 '-0" M- M-2
<br /> APPURTENANCES ASSOCIATED WITH THE EXISTING LIFT
<br /> STATION, INCLUDING THE WET WELL.
<br /> 2. ALL ITEMS SHOWN HEAVY DASHED ARE TO BE 30X4� ACCESS HATCH
<br /> REMOVED. 2" SST GUIDE 36X30 ACCESS HATCH
<br /> 3. CONTRACTOR TO FIELD VERIFY THE EXISTING LOCATION RAILS (TYP 4) CAMLOCK ADAPTER
<br /> OF ALL SEWER PIPES AND DOCUMENT IN A FIELD ELEC. ENTRANCE WITH DUST CAP
<br /> REPORT PRIOR TO ORDERING WET WELL. ELEVATION � , �
<br /> 16.99 1
<br /> 6,�
<br /> OLDCASTLE PRECAST WET WELL
<br /> _--------•--_ 4"DI BYPASS
<br /> 18.65' .--''� `''�e,
<br /> 0 0 0 o PLUG
<br /> � � � VALVE HDPE FLANGE CONNECTOR AND
<br /> � �1 � � 1 " DRAIN LINE FROM .n,P DI BACKUP RING TO DI FLANGE
<br /> � � � � � � E L E C T R I C A L V A U L T, F�E L D � � �
<br /> I I I I V E R I F Y E X A C T L O C A T l O N, E 4" H D P E
<br /> � I � � ���'`��-�1 � SEE HANDHOLD DETAIL 3 DUCK _� FORCE MAIN
<br /> � � I I %I�i' I j i I ON SHEET E-2 BILL
<br /> .
<br /> � � � j� j � � ��_� -�`_ CHECK
<br /> I I � I ♦�_J�_�_o� UP TO GUIDE VALVE 4" DI FORCE MAIN
<br /> � � I I �� ` I � � _ IE=� 12.78' �
<br /> L u � - _ _ �L� RAIL SUPPORTS 4" BALL CHECK VALVE
<br /> I j�-== �==��iT'- -�-�j 1 » E 4"HDPE FM ' � (TYP 3)
<br /> � �I I � � � �� � X 4 FM A 6„PVC M-2 M-2
<br /> E 6"PVC I I� 1 �� � � I� � � E 6" PVC GRAVITY
<br /> „ I � ! � � ( � „ „ VALVE VAULT SEWER PIPE
<br /> X 6 PVC � i� � I� � � i X 6 PVC E 6 PVC
<br /> � � I � FLOOR DRAIN
<br /> -----�-I� � � I � I �t---�-- --- EXISTING 12" PVC 4 DI SECURED TO
<br /> � --------t- � ( � � � �1---�-- _� �----� SEI�/AGE MAIi� BELL �� NORTH SIDE
<br /> » I � I ( � � , OF WET WELL ,
<br /> OX 12 PVC I (I I � � ( I� � l 4 EL = 10.00
<br /> I �I I � I � �� � �
<br /> I � I � I
<br /> X WET WELL & ALL CONTENTS I
<br /> �___�— _ L�� � (� � � (� ��— 1 HIGH WATER ALARM
<br /> � �� � �� j � �� j „ � 6" BOTH PUMPS ON 6.733
<br /> I I � I 12 P C
<br /> _....,.__..------,---II I �� � � I� � IE=��= �,_�„
<br /> I �I � (� ( � I( � � �.q.p� LEAD PUMP ON 5.733
<br /> I �I I II � �I
<br /> E 12" PVC I �I ,� l� �� � � � �( � LIQUID LEVEL PROBE (BOTTOM OF 3"X4" INCREASER � �-��� M S . 3
<br /> � �` y , �I � i f) � PROBE SHALL BE 1/2-INCH ABOVE �.�..,�. �� ,. � � PU P OFF (4 7 3')
<br /> I � �` � »
<br /> �� �-- /� � MINIMUM PUMPING LEVEL) 11
<br /> � BOTTOM 3.816'
<br /> I �� �� �� �
<br /> � �=�___ _ ==� I 3" DISCHARGE ELBOW
<br /> r.���o.._.o_._---- :---------�-1
<br /> � � � SEP-2B 3/4"� (316—STAINLESS STEEL ANCHOR)
<br /> � L_�_�_o___o — —��_. �_.J 4 EACH PUMP
<br />< —
<br />� ��2,� _ �,_p�,
<br /> N
<br /><D
<br />� 0 2 4 6
<br /> N PUMP STATI�N DENi� PLAN 2 SECTION A
<br />�
<br /> �' SCALE: 1/2"=1 '-0" M-1 M-2 SCALE: 1/2"=1 '-0" M-2 M-2
<br />�
<br /> N
<br />�
<br /> 3 IF SHEET IS LESS THAN 22x34
<br /> � D DI�AVVI N REDUCE SCALES ACCORDINGLY
<br /> 0
<br />�
<br /> 0
<br />.�
<br />�
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<br /> � � PROJECT ENGiNEER: SCALE:
<br />� DWG. N0.
<br /> o I P. JONES AS NOTED e
<br />`� mechanical engineers DESIGNED BY: DATE: S O U T H M A R I N A LI FT STAT I 0 N
<br /> ` � �
<br /> w www.notkin.com L. FLEMING JUNE 2018 AND GREASE INTERCEPTORS CIP N0. ,
<br /> o telephone: 206.448.1911 facsimile:206.448.9485 2—�—�50—��
<br /> a �ERETT 2301 Fifth Avenue, Suite 401 � 5/30/19 DAS RECORD DRAWING �Ra,wN BY: CHECKED BY:
<br /> o seatt�e, WA 98121 I. ROZANSKI S. BONDERMAN PRo�ECT
<br />� P ,0. BOX 538 Contact: Peregrin Jones � V IVI I S TAT I � N D E �10 CX N�• M R-SM-2017-06
<br /> w EVERETT , WA 98206 notkin#: 217007 �0 7�3,18 PEJ ISSUED FOR PERMIT REVIEW , aPPRovE� BY:
<br />� (425) 259-3 I 64 N0. DATE BY REVISION N0. DATE BY REVISION N E V�l W 0 R K P LA N , � E C T i 0 N , & D E TA I L SHEET N0. , , oF 15
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