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PROPOSED 36 IN DIAM <br />STORM DRAIN PIPE <br />IE 6.87 <br />24 IN DIAM SOLID <br />LOCKING LID, TYP <br />PRE -FABRICATED — <br />LADDER PER WSDOT <br />STANDARD PLAN <br />B-30.90-02, TYP <br />WEIR WALL <br />PROPOSED 36 IN DIAM <br />STORM DRAIN PIPE <br />IE 6.87 <br />WEIR WALL <br />EL 10.43 <br />INLET <br />7.51 IN DIAM — <br />ORIFICE AT IE <br />5.125.22 TO WATER <br />QUALITY <br />BOT EL -1.00 <br />FILL BOTH SIDES <br />OF WEIR WALL <br />WITH GROUT <br />3.55' DEPTH <br />Port o, f <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />B <br />J <br />J <br />Q <br />LL <br />o:::) <br />-o <br />FLEXIBLE WATER <br />TIGHT CONNECTOR, <br />TYP <br />CENTER OF STRUCTURE <br />NORTHING AND EASTING <br />PER STORMWATER PLAN, <br />SEE SHEET C4.9 <br />LIFT STATION <br />DISCHARGE, <br />TO TREATMENT _ <br />0 <br />0 <br />A <br />LIFT <br />STATION/ NT <br />C4.1 1 C4.1 6 WET WELL 1 <br />ORIFICE CONTROL <br />TO WATER QUALITY <br />IE 5.12 <br />WATER TIGHT SEAL <br />L <br />1 HTML <br />64.9 C4.14 SCALE: 1" = 5'-0" <br />CENTER OF STRUCTURE <br />NORTHING AND EASTING <br />PER STORMWATER PLAN, <br />SEE SHEET C4.9 <br />A SECTDON <br />- - SCALE: 1 " = 5'-0" <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />LIFT STATION <br />DISCHARGE <br />SUBGRADE <br />PREPARATION <br />�2 <br />07/05/202J <br />NW <br />RECORD DRAWING <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. DATE BY <br />REVISION <br />2 HTML <br />C4.9 C4.14 SCALE: 1 " = 5'-0" <br />HEAVY DUTY^' T <br />DOWN LID FILL <br />FINISHED GRA <br />2"H X 6"W N <br />FOR VENTILA <br />TO OUTFALL M <br />OUTLET TO <br />OUTFALL M <br />IE 6.87 <br />D SECTDON <br />- - SCALE: 1 " = 5'-0" <br />NO. DATE BY REVISION <br />I <br />o <br />0 <br />o <br />I <br />WEIR WALL <br />EL 10.43 <br />2"H X 6"W NOTCH <br />FOR VENTILATION <br />LIFT STATION <br />DISCHARGE <br />INLET <br />INLET <br />IE 6.87 <br />ORIFICE TO <br />WATER QUALITY <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 />GENERAL NOTES: <br />1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS <br />TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. SEE <br />SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. <br />BACKFILL PER <br />UTILITY TRENCH <br />DETAIL <br />`i <br />CDF I° el _ <br />FILLED , I l I CD z <br />TRENCH lea <br />BLOCK <br />v <br />EDGE OF <br />TRENCH <br />(TYP) <br />NTUTY TRENCH CUTOFF WALL DETAIL <br />C4.101C4.14 SCALE: 1" = 5'-0" <br />PROJECT ENGINEER: <br />N. WATSON <br />DESIGNED BY: <br />J. BECKER <br />DRAWN BY: <br />K. EDWARDS, D. YU <br />APPROVED BY <br />SCALE: <br />AS SHOWN <br />DATE: <br />05/07/2021 <br />CHECKED BY: <br />N. WATSON <br />OF <br />H (TYP) <br />DF <br />FILLED <br />TRENCH <br />BLOCK <br />C SECTION <br />- - SCALE: 1 " = 5'-0" <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />STORMWATER DETAILS <br />(2 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.C4.14 <br />cIP No. <br />1-8-900-05 <br />PROJECT <br />No. MT-NT-2021 -02.2 <br />SHEET No. 58 OF 150 <br />Z <br />