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CATCH BASIN, MANHOLE, <br /> OR VAULT, TYP FLEXIBLE COUPLING, <br /> FERNCO STRONG BACK <br /> RC 1056 OR <br /> 12 IN DIA APPROVED EQUAL <br /> CORED HOLE <br /> 8 IN DIA SCHEDULE <br /> 8 IN DIA a 40 PVC ELBOW OUTLET <br /> PVC SPOOL L SUMP <br /> I <br /> 0 <br /> IE PER PLAN A <br /> SEAL WALL <br /> � OUTLET <br /> PENETRATION PVC END CAP <br /> WITH NON—SHRINK GROUT CUT ORIFICE INTO <br /> END CAP, DIAMETER <br /> PER HIGH FLOW 32 INCH DIAMETER 4'-0" ID MANHOLE <br /> BYPASS DETAIL, ACCEPTING LID STRUCTURE <br /> SEE C4.13 <br /> DOWN-TURNED ELBOW CONNECTION n OUTFALL A STORMFILTER DETAIL OUTFALL A TREATMENT SUMMARY <br /> SCALE: NTS SCALE: NTS WATER QUALITY <br /> BASIN AREA (ACRE) %IMPERVIOUS F TREATMENT TYPE <br /> LOW CFS (GPM) <br /> 0.40 100 0.04 (17.95) STORMFILTER <br /> CONTRACTOR TO <br /> GROUT TO <br /> FINISHED GRADE <br /> CATCH BASIN MANHOLE, STORMFILTER DESIGN <br /> OR VAULT, TYP GRADE <br /> RING/RISERS / CARTRIDGE HEIGHT (IN) CARTRIDGE FLOWRATE NO. OF CARTRIDGES MAX NO. HYDRAULIC DROP (FT) <br /> (GPM/CARTRIDGE) NEEDED CARTRIDGES <br /> IN-LINE CHECK VALVE 18 7.5 3 3 2.3 <br /> CHECKMATE CHECK VALVE, <br /> SEE NOTE 2 <br /> o FLOATABLES BAFFLE <br /> I <br /> UP—STREAM CLAMPco <br /> CONNECTION, <br /> STORMFILTER <br /> SEE NOTE 4 <br /> � CARTRIDGE <br /> PIPE SIZE AND <br /> 0 <br /> MATERIAL z <br /> PER PLANS, Ld <br /> SEE NOTE 1 Q <br /> Z_ <br /> IN—LINE CHECK VALVE NOTES: <br /> U <br /> 1. VERIFY INSIDE DIAMETER OF PIPE WITH VALVE MANUFACTURER. <br /> 2. LOCATE VALVE FULLY INSIDE PIPE PRIOR TO ATTACHMENT. 7 <br /> 3. VERIFY THAT VALVE FULLY OPENS AND RETURNS TO CLOSED POSITION PER d <br /> FLOW OUTLET HDPE <br /> MANUFACTURERS RECOMMENDATIONS. KIT SUMP OUTLET N W <br /> 4. PROVIDE UP-STREAM OR DOWN-STREAM CLAMP CONNECTION AS INDICATED ON THE PLANS. RISER ? II W <br /> (-3-) IN-LINE CHECK VALVE A SECTION =_ <br /> — — SCALE: NTS — — SCALE: NTS <br /> CALL 48 HOURS LU <br /> BEFORE YOU DIG 2 <br /> DIAL 811 LU <br /> VERT DATUM: NAVD 88 5 <br /> CONV TO MLLW = NAVD88+2.03 cy <br /> HORZ DATUM: FAD 83/91 LU <br /> IF SHEET IS LESS THAN 22x34 w <br /> REDUCE SCALE ACCORDINGLY DWG. N0. LU` <br /> PROJECT ENGINEER: SCALE: / <br /> �,� N. WATSON AS SHOWN PORT OF EVERETT C4.13 I- <br /> Port of �` <br /> DRAWN BY: CHECKED BY:DESIGNED BY DATE: NORTON TERMINAL DEVELOPMENT Q <br /> _ K. FROUGR 05/07/2021 CIP NO. <br /> Ram & MTCA 3RD INTERIM ACTION 1-8-900-05 <br /> 16015th Avenue,Suite 1300 ,y pg 1K.LIDS, D. YU 11.9N&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� :31 <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION I SHEET NO. XX OF XX A <br />