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NOTES EQUIPMENT LIST <br /> 1. CONSTRUCT LIFT STATION AND PROVIDE STORM DRAINAGE, PRESSURE MAIN O1 10'X15.25' CONCRETE VAULT, FLOW SPLITTER/LIFT STATION 1 SEE SPECS <br /> AND ELECTRICAL CONNECTIONS TO THE WET WELL. WET WELL SECTION IS <br /> SHOWN SCHEMATICALLY. LOCATE AND INSTALL THE MODULAR BASE, MOTOR O HATCH WITH 4.5' X 3' CLEAR OPENING AND SAFETY GRATE, 1 PER MFR <br /> MOUNT, DISCHARGE PIPE, RAILS AND OTHER APPURTENANCES PER SEE NOTE 4 <br /> MANUFACTURERS RECOMMENDATIONS. <br /> 1 3 O OLDCASTLE PRECAST 6'X12' (LD.) METER VAULT 1 PER MFR <br /> 2. MOUNT THE CONTROL PANEL AND ROUTE CONDUIT TO THE LIFT STATION <br /> 2 PER THE ELECTRICAL PLANS. ® 8" MAGNETIC FLOW METER, SEE PUMP OPERATION NOTE 2 1 PER MFR <br /> 6 3. PROVIDE A SPARE 3/4" CONDUIT FROM THE WET WELL TO THE BASIS OF DESIGN PUMP - FLYGT SUBMERSIBLE <br /> ELECTRICAL EQUIPMENT. MOUNT AND CAP EXPOSED END. O NON-CLOG SEWAGE PUMP NP3171 MT 3 - ADAPTIVE 435 2 PER MFR <br /> 4. INSTALL TOP PICK LOAD RATED HATCH FLUSH WITH GRADE. FALL © 8" MJ/MJ RESTRAINED JOINT COUPLING 2 PER AWWA C110 <br /> PROTECTION APPURTENANCES SHALL BE INSTALLED AT HATCH. <br /> O7 8" RESILIENT HINGED CI CHECK VALVE 2 PER AWWA C508 <br /> 5. ALL COMPONENTS INSTALLED IN THE LIFT STATION SHALL BE SUITABLE ® 8" RESILIENT-SEATED CI ECCENTRIC PLUG VALVE 2 PER AWWA C517-05 <br /> FOR NEC CLASS 1, DIVISION 1 LOCATIONS. <br /> O8" DI CL 53 SPOOL FLG X FLG ASPHALT COATED 3 PER AWWA C110 <br /> LENGTH AS READ <br /> F <br /> 10 8"X8"X8" DI TEE FL/FL ASPHALT COATED 1 PER AWWA C110 <br /> 11 8" DI 90 DEG ELBOW FL/FL ASPHALT COATED 1 PER AWWA C110 <br /> / 12 2" SCH 40 PVC DRAIN LINE 1 PER MFR <br /> 24 IN DIAM SOLID— 13 2" SCH 40 PVC CHECK VALVE 1 PER MFR <br /> LOCKING LID, TYP <br /> BASIS OF DESIGN PUMP CHARACTERISTICS <br /> MIN EFF PUMP RATING TDH MOTOR RATING <br /> GPM PASS 4 FT RPM HP VOLTS <br /> PUMP 1, LOW—HIGH <br /> 1 LIFT STATION DETAIL PUMP 2 88.0% 600 38.8-39.0 1,755 25 460 <br /> & MOTORS <br /> C4.15 C4.1'6 SCALE: 1" = 2'-0" <br /> PUMP OPERATION <br /> 1. PUMP 1 AND PUMP 2 DUTY POINTS SHALL BE SET AT A FIXED WATER QUALITY FLOW RATE. <br /> 2. INSTALL A ROSEMOUNT MAGMETER, WITH WIRELESS TRANSMITTER ON THE DISCHARGE LINE <br /> 5 PUMP 1 TO COMMUNICATE FLOW RATES WITH THE CONTROL PANEL AND VARIABLE FREQUENCY <br /> DRIVES. <br /> 1 3. PUMP 1 AND PUMP 2 WILL BE CONTROLLED WITH VARIABLE FREQUENCY DRIVES ON EACH <br /> C4.15 C4.16 PUMP MOTOR TO MAINTAIN WATER QUALITY FLOW RATES. <br /> 10— — — — — — I 4. PUMP 1 AND PUMP 2 WILL NOT RUN IN PARALLEL. <br /> I � 5. PUMP 1 AND PUMP 2 SHALL ALTERNATE DUTY AFTER EVERY CYCLE. <br /> m IT <br /> 6. EMERGENCY OFF SWITCH SHALL REMAIN ACTIVE WHILE THE SYSTEM IS IN MANUAL MODE. <br /> L———— 2 A 7. SET HIGHWATER ALARM FLOAT JUST BELOW BOTTOM OF LID. <br /> I �J � C4.15 C4.16 <br /> I I e I <br /> L—— I 11 <br /> I I <br /> 5 PUMP 2 <br /> I I <br /> I I <br /> � - - - - - - - - CALL 48HOURS <br /> BEFORE YOU DIG <br /> 11 DIAL 811 <br /> m'� 2 LIFT STATION DETAIL VERT DATUM: NAVD 88 <br /> C4.15 C4.16 SCALE: 1" = 2'-0" CONV TO MLLW = NAVD88+2.03 <br /> (Dn HORZ DATUM: NAD 83/91 <br /> � o W <br /> a< <br /> m <br /> LU <br /> !D PROJECT ENGINEER: SCALE: <br /> �g PORT OF EVERETT DWG. N0.C4.15 <br /> p. N. WATSON AS SHOWN <br /> Q+ oe>tAsej 1' <br /> C 1b Np S DESIGNED BY: DATE: <br /> Port of ���` ' �2 J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. H <br /> o Ram <br /> M _ <br /> -_-- M�/u���� DRAWN BY: CHECKED BY: 1-8-900-05 <br /> LrL & MTCA 3RD INTERIM ACTION U <br /> N 16015th Avenue,Suite 1300 06/21/2021 NW IssuEo FOR elo A 37014 o K. EDWARDS, D. YU N. WATSON PROJECT <br /> N P.0 Box 538 Seattle,Washington 98101 �,3 STO R M WAT E R DETAILS NO. MT—NT-2021-02.2 tY <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 ® 05/07/2021 NW FOR CITY REVIEW �91axe1.�'� bti� APPROVED BY: O <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION (3 OF 4) SHEET No. 59 OF 150 LL <br />