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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 SPUTTER/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 O3 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 UMOTORS 88.0% 600 38.8-39.0 1,755 25 460 <br /> LIFT STATION DETAIL & <br /> C4.15 C4.16 SCALE: 1° = 2'-0" 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 MAGMETFR, WITH WIRELESS TRANSMITTER ON THE DISCHARGE LINE <br /> TO COMMUNICATE FLOW RATES WITH THE CONTROL PANEL AND VARIABLE FREQUENCY <br /> 5 PUMP 1 DRIVES. <br /> 3. PUMP 1 AND PUMP 2 WILL BE CONTROLLED WITH VARIABLE FREQUENCY DRIVES ON EACH <br /> 1 PUMP MOTOR TO MAINTAIN WATER QUALITY FLOW RATES. <br /> C4.15 C4.16 <br /> 4. PUMP 1 AND PUMP 2 WILL NOT RUN IN PARALLEL. <br /> 7 T' 10 5. PUMP 1 AND PUMP 2 SHALL ALTERNATE DUTY AFTER EVERY CYCLE, <br /> F 6. EMERGENCY OFF SWITCH SHALL REMAIN ACTIVE WHILE THE SYSTEM IS IN MANUAL MODE. <br /> e 7. SET HIGHWATER ALARM FLOAT JUST BELOW BOTTOM OF LID. <br /> I �12 \mooA <br /> �J C4.1 A 4.16 <br /> F_ L,I <br /> e I <br /> 8 �yJ W <br /> 5 PUMP 2 LU <br /> Icn <br /> - - - - - - - - - �I CALL w <br /> � <br /> BEFORE YOU DIG <br /> 11 DIAL 811 <br /> n LIFT STATION DETAIL VERT DATUM: NAVD 88 <br /> C4.15 C4.16 SCALE: 1" = 2'-0" CONV TO MLLW = NAVD88+2.03 cy <br /> HORZ DATUM: HAD 83/91 W <br /> IF SHEET IS LESS THAN 22x34 w <br /> REDUCE SCALE ACCORDINGLY DWG. N0. W` <br /> PROJECT ENGINEER: SCALE: / <br /> N. WATSON AS SHOWN PORT OF EVERETT C4.15 ~ <br /> Port of DESIGNED BY DATE: NORTON TERMINAL DEVELOPMENT Q <br /> _ Kl. FROUGR 05/07/2021 CIP NO. <br /> EvERETT & MTCA 3RD INTERIM ACTION 1-8-900-05 U) <br /> DRAWN BY: CHECKED BY: <br /> 16015th Avenue,Suite 1300 ,y pg 1K.LDS, D. YU %.IN&TnON PROJECT m <br /> P.O, Box 538 Seattle,Washington98101 ® 05/07/2021 NW ISSUED FOR SUBSTANTIVE k ,�' APPROVED BY: STORMWATER DETAILS NO. MT—NT-2021-02.2 <br /> EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 REQUIREMENTS REVIEW. ,g�pq @l� <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION I SHEET NO. XX OF XX A <br />