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CATCH Bkc'Kl KAANiuni F <br />OR VAULT <br />12 IN DIV <br />CORED H, <br />8 IN DIA <br />PVC SPO( <br />IE PER F <br />SEAL WAL <br />P EN ETRAT <br />WITH N01` <br />GROUT <br />FLEXIBLE COUPLING, <br />FERNCO STRONG BACK <br />RC 1056 OR <br />APPROVED EQUAL <br />8 IN DIA SCHEDULE <br />40 PVC ELBOW <br />PVC END CAP <br />CUT ORIFICE INTO <br />END CAP, DIAMETER <br />PER HIGH FLOW <br />BYPASS DETAIL, <br />SEE C4.13 <br />DOWN —TURNED ELBOW CONNECTION <br />—I— SCALE: NTS <br />OUTFALL A TREATMENT SUMMARY <br />BASIN AREA (ACRE) <br />% IMPERVIOUS <br />WATER QUALITY <br />FLOW CFS (GPM) <br />TREATMENT TYPE <br />0.40 <br />100 <br />0.04 (17.95) <br />STORMFILTER <br />STORMFILTER DESIGN <br />CARTRIDGE HEIGHT (IN) <br />CARTRIDGE FLOWRATE <br />NO. OF CARTRIDGES <br />MAX NO. <br />HYDRAULIC DROP (FT) <br />(GPM/CARTRIDGE) <br />NEEDED <br />CARTRIDGES <br />18 <br />7.5 <br />3 <br />3 <br />2.3 <br />NOT USED <br />CATCH DASM CONNECTION <br />C4.13 I C4.4, C4.7 SCALE: NTS <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 />0 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />E2 <br />12/02/2021 <br />NW <br />2—INCH TO 9—INCH PVMT <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. <br />DATE <br />BY <br />REVISION <br />32 INCH DIAME <br />ACCEPTING LID <br />A <br />TLET <br />-0" ID MANHOLE <br />STRUCTURE <br />2 OUTFALL A STORMFILTER <br />- - SCALE: NTS <br />CONTRACTOR TO <br />GROUT TO <br />FINISHED GRADE <br />GRADE <br />RING/RISERS <br />„so <br />CARTRIDGE - <br />_ <br />c� <br />w <br />w <br />0 <br />V5 <br />z <br />a� <br />a°•d. <br />e <br />e <br />Q. <br />d <br />FLOW <br />KIT <br />A SECTION <br />- - SCALE: NTS <br />NO. DATE BY <br />REVISION <br />l <br />I <br />DETAIL <br />FLOATABLES BAFFLE <br />OUTLET <br />w� <br />O <br />HDPE <br />SUMP OUTLET <br />o <br />0 <br />RISER <br />c� N <br />� II <br />Q� <br />r_ <br />o0 <br />�w <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />AS SHOWN <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />05/07/2021 <br />INFORMATION <br />PROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />CONTRACTOR. RECORD <br />APPROVED BY: <br />CONDITIONS WERE NOT <br />VERIFIED BY ENGINEER. <br />CATCH BASIN MANHOLE, <br />OR VAULT, TYP <br />IN -LINE CHECK VALVE <br />CHECKMATE CHECK VALVE, <br />SEE NOTE 2 <br />UP -STREAM CLAMP <br />CONNECTION, <br />SEE NOTE 4 <br />PIPE SIZE ANC <br />MATERIAL <br />PER PLANS, <br />SEE NOTE 1 <br />1. VERIFY INSIDE DIAMETER OF PIPE WITH VALVE MANUFACTURER. <br />2. LOCATE VALVE FULLY INSIDE PIPE PRIOR TO ATTACHMENT. <br />3. VERIFY THAT VALVE FULLY OPENS AND RETURNS TO CLOSED POSITION PER <br />MANUFACTURERS RECOMMENDATIONS. <br />4. PROVIDE UP -STREAM OR DOWN -STREAM CLAMP CONNECTION AS INDICATED ON THE PLANS. <br />IN —LINE CHECK VALVE <br />—I— SCALE: NTS <br />WATER -TIGHT <br />FLEXIBLE CONNECTIOI <br />SEE SPECIFICATIONS <br />PIPE SIZE AND <br />MATERIAL PER PLAN <br />VERIFY MANHOLE <br />KNOCKOUT WITH <br />MANUFACTURER <br />LOCATE PIPE FLUSH WITH <br />INSIDE WALL OF STRUCTURE, <br />SEE DETAIL 5 <br />CATCH BASIN, MANHOLE, <br />OR VAULT, TYP <br />RIPE TO STRUCTURE CONNECTION <br />—I— SCALE: NTS <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />STORMWATER DETAILS <br />(1 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 22x34 <br />REDUCE SCALE ACCORDINGLY <br />J DWG. No. C4.13 <br />cIP No. <br />1-8-900-05 <br />PROJECT <br />No. MT—NT-2021 —02.2 <br />SHEET No. 57 OF 150 <br />Z <br />