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O OLDCASTLE PRECAST <br /> 233—LA OR REMOVABLE 3" BRASS CAM 0 OLDCASTLE PRECAST 233—LA <br /> APPROVED EQUAL AND GROOVE LOW OR APPROVED EQUAL <br /> (I.D. 3'L+2'W+2.67'D) PRESSURE RATED CAP (I.D. 3'L+2'W+2.67'D) <br /> 3" BRASS MALE CAM AND <br /> GROOVE FITTING (FPT) <br /> 3 3" BRASS NIPPLE <br /> 3' <br /> 3" BRASS BALL VALVE <br /> 3" SS WYE (FPT) 3" BRASS CHECK VALVE <br /> �j 6" MIN, TYP <br /> N 3" BRASS NIPPLE iv <br /> 6" MIN, TYP <br /> 3" BRASS NIPPLE 3" HDPE x BRASS <br /> BRASS COUPLING 12" MIN 3" HDPE x BRASS TRANSITION FITTING (FPT) <br /> TRANSITION FITTING (FPT) <br /> 3" HDPE <br /> 3" HDPE CAP FOR FUTURE <br /> SDR 9 SSFM 10"f SDR 9 SSFM EXTENSION <br /> 3" HDPE SDR 9 SSFM <br /> 3" HDPE x BRASS <br /> 3" HDPE x BRASS TRANSITION 3" HDPE SDR 9 SSFM <br /> TRANSITION 3" BRASS NIPPLE FITTING (FPT) 3" BRASS NIPPLE <br /> FITTING (FPT) GROUT PIPE PENETRATION LINK SEAL OR <br /> 3" BRASS UNION, TYP 4" MIN, TYP 3" BRASS UNION, TYP APPROVED EQUAL, TYP <br /> 4" MIN, TYP <br /> 3" BRASS NIPPLE 3" BRASS NIPPLE <br /> 2 3" BRASS NIPPLE 3" BRASS NIPPLE <br /> C 3"' PIPE SLEEVE 3" BRASS NIPPLE 2 <br /> DRAIN HOLE 3 PIPE STANCHION 3 PIPE SLEEVE 3" BRASS NIPPLE 3 PIPE STANCHION <br /> DRAIN HOLE <br /> n SSFM CO VAULT (-3--� SSFM CHECK VALVE & SHUT-OFF VALVE VAULT <br /> C5.1 C5.21 SCALE: NTS NOTES: C5.1 C5.21 SCALE: NTS <br /> 01 PROVIDE 3"4 SCH 80 PVC PIPE SLEEVE DRAIN HOLE. CAST <br /> SLEEVE TOP FLUSH WITH INSIDE OF VAULT BOT. TRIM <br /> SLEEVE BOT FLUSH WITH OUTSIDE VAULT BOT. <br /> O UTILITY STRUCTURE AND LID SHALL BE CONTRACTOR <br /> DESIGNED IN CONFORMANCE WITH THE UNDERGROUND <br /> UTILITY STRUCTURES DESIGN LOADING CRITERIA NOTES AND <br /> GROUT FEMALE REMOVABLE 3" SCH THE TAYLOR "BIG RED" THDC-976 CONTAINER HANDLER <br /> ADAPTOR FLUSH 80 PVC CLEANOUT INFORMATION ON SHEET G1.3. <br /> WITH VAULT BTM PLUG (MPT) <br /> 0 STANCHIONS SHALL BE SECURELY FASTENED TO THE VAULT <br /> 3" SCH 80 PVC AND THE VALVE WITH CORROSION RESISTANT HARDWARE. `1 <br /> FEMALE ADAPTOR Z <br /> (SOCKET x FPT) <br /> 4 2.42' TYP CONTRACTOR <br /> SHALL FIELD ADJUST <br /> DEPTH TO CROSS <br /> N ED BELOW WATER, COMM <br /> AND POWER UTILITIES <br /> 3" SCH 80 PVC <br /> PIPE STUB O <br /> PIPE SLEEVE DRAIN HOLE 12" 12" <br /> SCALE: NTS MIN MIN <br /> �� 3" HDPE SSFM <br /> A TYPICAL SSFM TRENCH SECTION <br /> < SCALE: NTS <br /> (D <br /> IF SHEET IS LESS THAN 22x34 W <br /> CL< REDUCE SCALE ACCORDINGLY > <br /> N PROJECT ENGINEER: SCALE: <br /> P� �9 PORT OF EVERETT °W N C5.21 <br /> � p. N. WATSON AS SHOWN <br /> R�.,6 p4 x�yYNp�P DESIGNED BY: DATE: <br /> Port of =��� y E NECKER DATE: 2021 NORTON TERMINAL DEVELOPMENT CP NO H <br /> 0 EVERETT <br /> p <br /> -= I _ff DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION 1—a—goo-05 V <br /> 16015th Avenue,Suite 1300 37014 K. EDWARDS, D. YU N. WATSON <br /> is SEWER DETAILS PROJECT <br /> p P.O. BOX 538 �O ,y No MT—NT-2021—02.2 <br /> N Seattle,Washington 98101 A 05/07/2021 NW FOR CITY REVIEW �sroset� r APPROVED BY: <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION (1 OF 2) SHEET NO. 78 OF 149 LL <br />