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PUMP REFERENCE LINE <br />0 <br />TOP EL = A <br />BW EL = 10.43 <br />SD IN/PUMP ON = C. I <br />PUMP OFF = F <br />BACK UP PUMP OFF = G <br />BOTTOM = H <br />Port o, f <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />® I07/05/2023I NW I RECORD DRAWING <br />0 <br />11/30/2021 <br />NW <br />REVISED PER RFI017 <br />Z2 <br />09/17/2021 <br />NW <br />UPDATED RIM ELEVATIONS PER RR007 <br />0 <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />DO <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />NO. I DATE I BY <br />REVISION <br />NO. I DATE I BY <br />21" MIN (9" HMA OVER <br />10" nnINI F)F-DTw rcQrl <br />14 <br />ROTO - FLOAT TYPE S <br />4 <br />PER MFR <br />15 <br />316 STAINLESS STEEL GUIDE BARS <br />4 <br />PER MFR <br />16 <br />PIPE SUPPORT/VALVE STAND <br />3 <br />SEE SPECS <br />17 <br />316 STAINLESS STEEL LIFTING CHAIN ASSEMBLY AND <br />LIFTING DEVICE <br />2 <br />PER MFR <br />18 <br />316 STAINLESS STEEL UPPER MOUNTING BRACKET <br />2 <br />PER MFR <br />WET WELL CONFIGURATION <br />C4.14 I C4.16 SCALE: NTS <br />REVISION <br />RECORD CONDITIONS <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />INFORMATION <br />PROVIDED BY THE <br />CONTRACTOR. RECORD <br />CONDITIONS WERE NO - <br />VERIFIED BY ENGINEER. <br />PROJECT ENGINEER: <br />N. WATSON <br />DESIGNED BY: <br />J. BECKER <br />DRAWN BY: <br />K. EDWARDS, D <br />APPROVED BY <br />SCALE: <br />AS SHOWN <br />DATE: <br />05/07/2021 <br />CHECKED BY: <br />YU N. WATSON <br />'ATIONS <br />PUMP STA <br />ELEV. <br />ESCRIPTION <br />REF <br />(NAVD88) <br />-T WELL <br />A <br />17.08 <br />MAIN OUT CL <br />B <br />10.93' <br />INE IN <br />C <br />6.87 <br />-R ALARM <br />D <br />_ <br />OP. NOTE 7 ON C4.15 <br />E <br />6.87 <br />F <br />0 <br />UMP OFF <br />Y OFF) <br />G <br />-0.50 <br />F WET WELL <br />H <br />-1.00 <br />DE OF WET WELL <br />P REFERENCE LINE <br />OR MOUNT BOLT <br />FERN <br />NOTES <br />1. ELECTRICAL PENETRATIONS SHALL BE MADE <br />WATER TIGHT. <br />2. PUMP ELEVATIONS SHALL BE FIELD ADJUSTED <br />DURING COMMISSIONING. <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />STORMWATER DETAILS <br />(4 OF 4) <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 2204 <br />REDUCE SCALE ACCORDINGLY <br />DWG. NO. C4.16 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021 -02.2 <br />SHEET NO. 60 OF 150 <br />0 <br />Z <br />a <br />U <br />LU <br />