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LE�EN D � -��=�--- �,, a i /� � � �
<br /> ALPINE BOATS & CROSSI ALPINE BOATS & CROSS �
<br /> GENERAL VALVE� � FITTINGS wATER YACHT SALES --� WATER YACHT SALES -�
<br /> ,,
<br /> SYMBOL ABBREVIATION DESCRIPTION SYMBOL ABBREVIATION DESCRIPTION I ` nn �� J
<br /> , �,_ NEW LIFT �TATION CONTROL
<br /> �� PIPE ELBOW UP AND DOWN � I co" -----r � � �HEET E-2 � -J
<br /> ITEM TO BE REMOVED PANEL. SE
<br /> EXISTING WORK \ � FOR EXACT LOCATION. �
<br /> , PIPE ELBOW DOWN coM coM a�" ________ o�,-- �o� coM coM � � - __________���oM
<br /> COM COM- P--�_ CO COM CO�U
<br /> NEW WORK FLANGE ���� -- -� - p ° _ � - _��
<br /> � ,
<br /> M-1 MECHANICAL EQUIPMENT TAG � CAP Q �
<br /> , �, � E 6"SS NEV�� SOUTH MARINA LIFT E 6"SS
<br /> CKV BALL CNECK VALVE � Q APPROXIMATE STf�;ION, SEE SHEET M-2
<br /> � POC POINT OF CONNECTION 0 PLUG VALVE LOCATIO�I� E 12" PVC � OCAO�XI�ATE
<br /> FOR ENLARGED P � N
<br /> E 12" PV / �� » �' O � �� �
<br /> � DIA DIAMETER OR ROUND O � X 4 F BYPASS VALVE &
<br /> - o � V�l�UE VAU LT j 1 ��
<br /> O C0 CLEANOUT PIPING SYSTEMS ss ss SS_ � � `; E C�EANO T sS ,s `i E CLEANO T (TYP)
<br /> O EXISTING ss- t---�� ss- ss r [� ❑
<br /> SYMBOL ABBREVIATION DESCRIPTION � � � � � �
<br /> OX REMOVE EXISTING _ �
<br /> COM �_COM OU� �- COU r- �'OM OM P CC �_�-COM COM - OM -<_ COM- -� C�M COM �P CO -M
<br /> P P POWER �, I
<br /> r� I.E. = 0.00 IE INVERT ELEVATION COM COM COMMUNICATION 5436 `� �' 5436 �' �
<br /> W WATER MAIN �IFT STATION � E 4" HDPE FORCED MAIN �IFT STAT�ON � 4" HDPE FORCED AIN
<br /> RIM = 18.05 X " RIM = 10.6� EXIST POWIER �
<br /> SS SS SANITARY SEWER „ � 4 PVQ� PASSIVE ENT� o „ c o „ o
<br /> SD SD STORM DRAIN 4 Dt OUT � IE = 1 �.59 FRaM� LIFT STATION 4 DI OUT E IE = 13.�9 PO�E 4 SCHEDULE �0 PVC PAS IVE
<br /> I X SOUTH MARINA Ll�f I
<br /> 4 P�C E�BOW S IF = TO UP POLE i 4" PVC ��BOW S fE = VENT FROM WET WELL TO
<br /> G G NATURAL GAS 16.04 (12j-�0" ABOVE STATION� SEE SHEET '-2 10.04 E � �" PVC EXISTING P�WER POLE UP 8'-0"
<br /> FM FM FORCED MAIN >> - I ( FOR E LARGED PLAN � >>
<br /> D E T A I L 1 2 P V C I N W I E = 7.5 9 F I N S E D G R A D E) 1 2 P V C I N �N I E = 7.3 9 A B O V E F I N I �H E D G R A D E &,
<br /> � NUMBER SUMP = 4.06 � -�XIST POW�R SUMP = 3.81 _ � SECURE TO POLE WITH STAINLESS
<br /> o POLE o ;
<br /> � DETAIL TAG �IFTMH U, �IFTMH �, STEEL BRAC�KETS, TERMINATE
<br /> M-1 -2 OE 4" PVC PTT NIGS &IN TAIN ESS��T�ELCK
<br /> ABBREVIATItJNS: � ��
<br /> H INSECT SCREEN �
<br /> DETAIL IS SHEET WHERE �
<br /> & AND ID INSIDE DIAMETER � n I �
<br /> TAKEN FROM DETAIL IS LOCATED (� AT EACH MAX. MAXIMUM
<br /> SECTION BHP BRAKE HORSEPOWER MH MANHOLE PARTI,AL SITE PLAN � DEMOLITI��1 PARTIAL SITE PLAN
<br /> LETTER CL CENTERLINE MIN. MINIMUM SCALE: 1 "=20' SCALE: 1 "=20'
<br /> L_ A CU.F-f. CUBIC FEET N0. or � NUMBER
<br /> M-1 M-1 SECTION TAG CI CAST IRON NTS NOT TO SCALE
<br /> CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER CENERAL N�TE: G�NERAL NOTE.
<br /> SHEET WHERE CO CLEANOUT PH PHASE
<br /> DETAIL IS SHEET WHERE COM COMMUNICATION PVC POLYVINYL: CHLORIDE 1. ITEMS SHOWN LIGHT ARE EXISTING TO REMAIN AND 1 . ITCMS SHOWN LIGHT ARE EXISTING TO REMAIN AND
<br /> TAKEN FROM DETAIL IS LOCATED DIA. DIAMETER REF REFERENCE ITEMS SHOWN HEAVY ARE TO BE REMOVED. ITFMS SHOWN HEAVY ARE NEW OR MODIFIED AS NOTED.
<br /> DI DUCTILE IRON RPM REVOLUTIONS PER MINUTE
<br /> PROJECT AND EXIST. EXISTING SHT. SHEET
<br /> TRUE NORTH FT. FOOT ar FEET SST STAINLESS STEEL
<br /> INDICATOR-� GPM GALLONS PER MINUTE TDH TOTAL DYNAMIC HEAD
<br /> NORTH ARROW SYMBO� HDPE HIGH-DENSITY POLYETHYLENE TYP. TYPICAL
<br /> HP HORSEPOWER V VENT or VOLTS
<br /> GENERAL NOTES:
<br /> PUMP SCHEDULE
<br /> 1 . INSTALL pUCTILE IRON PIPE MEETING AWWA C151 AND AWWA C104, WITH DIMENSIONS MATCHING THE PUMP
<br /> DISCHAftGE FLANGE. MARK SYSTEM LOCATION CAPACITY TDH BHP MOTOR TYPE NOTES MANUFACTURER & PUMP
<br /> (GPM) (FT) HP VOLT PH RPM MODEL NUMBER WEIGHT
<br /> 2. INSTALL DUCTILE IRON PIPING IN VAULT FOR BYPASSING SEWAGE FLOWS FROM TNE WET WELL INTO THE FORCE
<br /> MAIN. SEP-2A SANITARY SEWER SOUTH MARINA LIFT STATION 230 44 - 6.5 460 3 3440 SUBMERSIBLE [1] [2] [3] FLYGT NP 3102.095SH-256 315
<br /> SEP-2B SANITARY SEWER SOUTH MARINA LIFT STATION 230 44 - 6.5 460 3 3440 SUBMERSIBLE [1] [2] [3] FLYGT NP 3102.095SH-256 315
<br /> 3. INSTALL DUCTILE IRON ECCENTRIC PLUG VALVES AND BALL CHECK VALVES.
<br /> NOTES:
<br /> 4. PUMPS SHALL BE AUTOMATICALLY AND FIRMLY CONNECTED TO THE DISCHARGE CONNECTION, GUIDED BY NO LESS [1] DUPLEX PUMPS, LEAD/LAG OPERATION, �M EXPLOSION PROOF MOTORS, HARD IRON N-IMPELLER, 50' COMBINED POWER/SIGNAL CABLE, FLS MOISTURE SENSOR.
<br /> THAN TWO GUIDE RAILS (2" - 316 STAINLESS STEEL) EXTENDING FROM THE TOP OF THE STATION TQ THE [2] PROVIDE GUIDE RAIL SYSTEM, ASSOCIATED SUPPORT, AND STAINLESS STEEL LIFTING CHAINS PER MANUFACTURER'S RECOMMENDATIONS.
<br /> DISCHARGE CONNECTION. SEALING OF PUMPING UNIT TO THE DISCHARGE CONNECTION SHALL BE ACCOMPLISHED BY [3] REMOTE NEMA 4X ENCLOSURE, STAINLESS STEEL, AUTOMATIC CONTROL PANEL WHICH CONTROLS BOTH PUMPS. MANUFACTURER'S PANEL SIZE IS 60"Hx36"Wx12"DEEP.
<br /> A METAL TO METAL WATERTIGHT CONTACT. EACH PUMP SHALL BE FITfED WITH ASSOCIATED STAINLESS STEEL LIFTING [4] PROVIDE FLYGT LIQUID LEVEL SENSING PROBE IN WET WELL, MINICAS THERMAL/LEAKAGE SENSOR.
<br /> CHAIN AND STAINLESS STEEL CABLE. THE WORKING LOAD CAPACITY OF THE LIFTING SYSTEM SHALL BE 50 PERCENT
<br /> GREATER THAN THE PUMP UNIT WEIGHT. 1NSTALL PER MANUFACTURER RECOMMENDATIONS. [5] PROVIDE PADLOCKABLE OUTER CONTROL PANEL DOOR.
<br /> [6] FACTORY PRE-PACKAGED AND ASSEMBLED LIFT STATION "OLDCASTLE PRECAST WETWELL RC509x1410-0-300-4D1-4B".
<br /> 5. ALL MOUNTING AND SUPPORTING HARDWARE AND FASTENERS SHALL BE AMERICAN iRON AND STEEL INSTITUTE (AISI)
<br /> TYPE 316 STAIN�ESS STEEL. L•\PROJEC7S\217007 - PORT Of EVERETf SOUTH MARINA LIFT STATION\SCHEDULES\[15100-Ot-PUMP.XLS]15100-Ot-PUMP SCHEDULE
<br /> 6. NEW EXPOSED PIPING AND VALVES IN VALVE VAULT REQUIRES ONE COAT OF PRIMER AND ONE COAT OF DRAWIN� INDEX
<br /> � SEMI-GLOSS, ALIPHATIC POLYURETHANE-ACROLON 218 HS BY SHERWIN-WILLIAMS, MC-LUSTER 100 BY WASSER OR SHEE7
<br /> � APPROVED EQUAL. 1" = 20'-0"
<br /> � N0. DRAWING TITLE
<br /> � 0 20 40 60
<br /> � 7. SEE GENERAL REQUIREMENTS FOR PHASING AND TEMPORARY PUMPING REQUIREMENTS. M-1 LEGEND, ABBREVIATIONS, DRAWING INDEX, SCHEDULE, PARTIAL SITE PLANS,
<br /> ! & GENERAL NOTES
<br /> �
<br /> � M-2 PUMP STATION DEMO & NEW WORK PLAN, SECTION & DETAIL
<br /> �
<br /> � IF SHEET IS LESS THAN 22x34
<br /> �
<br /> o � CC.� RD L� R/�V�II�IG REDUCE SCALES ACCORDINGLY
<br /> �
<br /> �
<br /> J
<br /> � . PROJECT ENGlNEER: SCALE: DWG. NO.
<br /> ; ■
<br /> � ��� �� � P. JONES AS NOTED -1
<br /> �
<br /> � mechanicalengineers DESIGNED BY: DATE: SOUTH MARINA LIFT STATION
<br /> w www.notkin.com L. FLEMING JUNE 2018 AND GREASE INTERCEPTORS CIP N0.
<br /> o telephone: 206.448.1911 facsimile:206.448.9485 L�� E N D A B � R EV I AT I 0 N S D RAW I N G 2-0-050-01
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<br /> o R Z A N S K I S. B O N D E R M A N P R O J E C T
<br /> � P ,O, BOX 538 Contact: Peregrin,lones N�• MR-SM-2017-06
<br /> � EVERETT, WA 98206 notkin#: 217007 �0 7�3118 PEJ ISSUED FOR PERMIT REVIEW APPROVED BY: � C E U L E , P A R I A L S I�E
<br /> � (425) 259-3 I 64 N0. DATE BY REVISION N0. DATE BY REVISION P L A N S , & G E � E R A L@ I 0 T E S SHEET N0. �O OF 15
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