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CATCH BASIN MANHOLE, <br /> OR VAULT, TYP <br /> IN-LINE CHECK VALVE <br /> CHECKMATE CHECK VALVE, <br /> CATCH BASIN, MANHOLE, SEE NOTE 2 <br /> OR VAULT, TYP FLEXIBLE COUPLING, <br /> FERNCO STRONG BACK <br /> RC 1056 OR UP-STREAM CLAMP <br /> 12 IN DIA APPROVED EQUAL CONNECTION, <br /> CORED HOLE SEE NOTE 4 <br /> 8 IN DIA SCHEDULE PIPE SIZE AND <br /> 8 IN DIA 40 PVC ELBOW OUTLET MATERIAL <br /> PVC SPOOL =�_. SUMP PER PLANS, <br /> SEE NOTE 1 <br /> E PER PLAN - IN-LINE CHECK VALVE NOTES: <br /> 1. VERIFY INSIDE DIAMETER OF PIPE WITH VALVE MANUFACTURER. <br /> SEAL WALL C OUTLET <br /> PENETRATION PVC END CAP 2. LOCATE VALVE FULLY INSIDE PIPE PRIOR TO ATTACHMENT. <br /> WITH NON-SHRINK CUT ORIFICE INTO 3. VERIFY THAT VALVE FULLY OPENS AND RETURNS TO CLOSED POSITION PER <br /> GROUT <br /> MANUFACTURERS RECOMMENDATIONS. <br /> END CAP, DIAMETER 32 INCH DIAMETER <br /> PER HIGH FLOW ACCEPTING LID 4'-0" ID MANHOLE <br /> 4. PROVIDE UP-STREAM OR DOWN-STREAM CLAMP CONNECTION AS INDICATED ON THE PLANS. <br /> BYPASS DETAIL, STRUCTURE <br /> SEE C4.13 <br /> DOWN-TURNED ELBOW CONNECTION 2 OUTFALL A STORMFILTER DETAIL ('_3__� IN-LINE CHECK VALVE <br /> SCALE: NTS - - SCALE: NTS SCALE: NTS <br /> OUTFALL A TREATMENT SUMMARY <br /> VERIFY MANHOLE <br /> BASIN AREA (ACRE) %IMPERVIOUS WATER QUALITY TREATMENT TYPE CONTRACTOR TO KNOCKOUT WITH <br /> FLOW CPS (GPM) GROUT TO WATER-TIGHT MANUFACTURER <br /> FINISHED GRADE FLEXIBLE CONNECTION <br /> 0.40 100 0.04 (17.95) STORMFILTER SEE SPECIFICATIONS LOCATE PIPE FLUSH WITH <br /> GRADE INSIDE WALL OF STRUCTURE, <br /> RING/RISERS SEE DETAIL 5 <br /> STORMFILTER DESIGN <br /> CARTRIDGE FLOWRATE NO. OF CARTRIDGES MAX NO. a <br /> CARTRIDGE HEIGHT (IN) (GPM/CARTRIDGE) NEEDED CARTRIDGES HYDRAULIC DROP (FT) <br /> i------ <br /> 18 7.5 3 3 2.3 FLOATABLES BAFFLE <br /> i� <br /> STORMFILTER <br /> CARTRIDGE PIPE SIZE AND CATCH BASIN, MANHOLE, <br /> MATERIAL PER PLANS OR VAULT, TYP <br /> w <br /> w <br /> 0 <br /> CATCH BASIN z <br /> 8"X45" 45'BEND TYPE 1 <br /> u � <br /> I <br /> ASNEDSPO0L 2% 5 PIPE TO STRUCTURE CONNECTION <br /> SCALE: NTS <br /> 8"x12" TEE FLOW <br /> ' OUTLET HDPE— <br /> KIT SUMP OUTLET o N <br /> RISER <br /> 45" I I <br /> A SECTION <_ <br /> - - SCALE: NTS Dj CALL 48HOURS <br /> 12" SD BEFORE YOU DIG <br /> MAINLINE DIAL 811 <br /> °m r� VERT DATUM: NAVD 88 <br /> 4 <br /> CONV TO MLLW = NAVD88+2.03 <br /> m n CATCH BASIN CONNECTION <br /> HORZ DATUM: NAD 83/913.1 <br /> C4.13 C4.4, C4.7 SCALE: NTS W <br /> F <br /> a< <br /> m <br /> LU <br /> !D PROJECT ENGINEER: SCALE: <br /> P� �g PORT OF EVERETT DWG. NO.C4.13 <br /> �• Port of � s A N. WATSON AS SHOWN <br /> Q+ oe>tAsej 1' <br /> s DESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT _ <br /> 0 �'1 T*^ M 2�^� i 2 J. BECKER 05/07/2021 CIP NO. <br /> � __ M�/u���� 1Tff DRAWN BY: CHECKED BY: 1-8-900-05 <br /> LrL & MTCA 3RD INTERIM ACTION U <br /> N 16015th Avenue,Suite 1300 06/21/2021 NW IssuEo FOR elo A 37014 o K. EDWARDS, D. YU N. WATSON PROJECT <br /> N P.O BOX 538 Seattle,Washington 98101 �,3 STO R M WAT E R DETAILS NO. MT-NT-2021-02.2 tY <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 ® 05/07/2021 NW FOR CITY REVIEW �91axe1.�'� bti� APPROVED BY: O <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION (11 OF 4) SHEET NO. 57 OF 150 LL <br />