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1 5" SD (NEW) <br />IE=12.60' <br />al <br />0 <br />z <br />aj <br />z <br />EX CONC BAFFLE <br />WALL, TYP - - <br />U <br />a <br />z _ <br />TOP EL = 17.77 - - ---- <br />I. <br />HIGH WATER ALARM EL= 16.1 G <br />PRESSURE MAIN OUT <br />GL EL - 1498 <br />PUMP ON EL = 14.65 <br />w <br />6 <br />t <br />w <br />PUMP OFF" EL 11.44 - - <br />BOTTOM EL ® 10.44 <br />CD <br />CD <br />wl <br />I-,- _-_- <br />0I <br />FAI <br />EX 12" SD (NE) <br />IE®13.27' <br />EX 12" SD (NW) <br />IE= 12.77' <br />(2 <br />—Iv. C4. 4.3�OLT LOCATION <br />C4.11C4.3 SCALE, 1 "�20' 2' 4' 6' <br />m <br />6 <br />7 -) r-n <br />8 r-nq /-ni, <br />14 TYP <br />GUIDE BARS, MOUNTING <br />�7 C4. 3 C4 4- HARDWARE AND DUMP LIFTING <br />APPURTENANCES <br />C4,31 C4.3 SCALE: 199=29 09 29 49 6' <br />3' S' <br />1-601 Sth Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />12/08/17 NW I ISSUED FOR BID AND PERMIT. <br />NO. DATE I BY I REVISION I NO, I DATE I BY <br />��1 P CHARACTERISTICS <br />MIN EFF PUMP RATING TDN MOTOR RATING <br />q GPM PASS 0 FT RPM HP VOLTS <br />PUMP 1, <br />PUMP ? 73% 153 MAN 13.3 3,405 1.7 460 <br />& MOTORS <br />.PUMP OPERATION <br />1. PUMP "I AND PUNK 2 DUN POINTS SHALL BE SET AT A FIXED <br />WATER QUALITY FLAW RATE, Q=153GF'M. <br />2. INSTALL A ROSEMOUNT MAGMETER WITH REMOTE TRANSMITTER ON <br />THE DISCHARGE LINE TO COMMUNICATE FLOW RATES WITH THE <br />CONTROL PANEL <br />3 PUMP 'I AND PUMP 2 WILL NOT RUN IN P,4RALLEL, <br />4 PUMP 'I AND PUMP 2 SHALL ALTERNATE DUTY AFTER EVERY CYCLE. <br />5 EMERGENCY OFF SWITCH SHALL REMAIN ACTIVE WHILE THE SYSTEM <br />IS IN MANUAL MODE. <br />SEE SHEET C2.9 FOR <br />UTILITY STRUCTURE <br />AND LID DESIGN <br />LOADING CRITERIA <br />TO MODULAI <br />WETLiND <br />EQUIPMENT LIST <br />-- <br />OTY <br />NOTES <br />1 <br />RETROFIT EXISTING O/W SEPARATOR VAULT <br />EXISTING 34"x34" ACCESS HATCH <br />1 <br />3 <br />SEE <br />SEE <br />SPECS <br />SPECS <br />2 <br />3 <br />OLDCASTLE PRECAST 57 —LA 4.17' X 6.5' <br />(I.D.) <br />1 <br />PER <br />MFR <br />UTILITY VAULT OR EQUAL <br />3" MAGNETIC FLOW METER, SEE PUMP <br />OPERATION NOTE 2 <br />1 <br />PER <br />MFR <br />- <br />FLYGT SUBMERSIBLE NON —CLOG SEWAGE PUMP <br />2 <br />PER <br />MFR <br />1305S-2X.263.S66.460 OR EQUAL <br />06 <br />2"x3" Cl REDUCER <br />2 <br />PER <br />MFR <br />0 <br />3" RESILIENT HINGED DI. CHECK VALVE <br />2 <br />PER <br />AWWA <br />C508 <br />08 <br />3" RESIT IENT—SEATED Cl ECCENTRIC PLUG <br />VALVE <br />2 <br />PER AWWA C517-05 <br />399 DI CIL 53 SPOOL FLG X FL C <br />4 <br />PER <br />AWWA <br />C1 10 <br />10 <br />3"X3"X3" DI TEE FL/FL ASPHALT COATED <br />1 <br />PER <br />AWWA <br />C110 <br />11 <br />3" DI 90 DEG ELBOW FL/FL ASPHALT COATED <br />2 <br />PER <br />AWWA <br />C 1 10 <br />—12 <br />2" SCH 40 PVC DRAIN LINE <br />1 <br />PER <br />MFR <br />1 <br />2" SCH 40 PVC CHECK VALVE <br />1 <br />PER <br />MFR <br />14 <br />PIPE SUPPORT/ VALVE STAND <br />3 <br />SEE <br />SPECS <br />EX 34%34" CLEAR VAULT ACCESS <br />HATCH. FIELD VERIFY FOR PUMP INSTALL, <br />1 6 1 1 <br />FIELD VERIFY DIMENSIONS 1 I 1.46' I 10.55' <br />WITH PUMP MANUFACTURER 9 1 1 <br />INSTALLATION REQUIREMENTS, I ! 1 <br />g ® 0 1 I ® 0 I <br />1 6 I I <br />MANUFACTURER PUMP <br />�I <br />REFERENCE LINE _ TY� LJ <br />` UTILITY FOUNDATION DETAIL <br />C4.3 C2,9 <br />NA1 <br />1 <br />a <br />1 <br />00 <br />6 <br />a <br />\—'INTERI*OR OF LIFT STATION <br />VAULT EAST WALL <br />2 BOLT LO <br />C4,3 <br />1 C4.3 SCALE. <br />NTS <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />PROJECT ENGINEER: <br />No WATSON <br />SCALE: <br />AS SHOWN <br />OF EVERETT <br />DWG; NO. <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />12/08/2017 <br />--PORT <br />SOUTHI <br />CIP NO. <br />DRAWN BY: <br />CHECKED BY: <br />ELECTRICAL <br />UPGRAE - P <br />1 -8®-001 —06 <br />Am SARGSYAN <br />N. WATSON <br />PROJECT <br />--- <br />- <br />STORMI <br />I L <br />NO. MT-ST-2017-1 1. <br />--- -- <br />APPROVED BY: <br />(1 OF 3) <br />- <br />- <br />SHEET NO. 50 OF 176 <br />