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O OLDCASTLE PRECAST <br />233—LA OR <br />APPROVED EQUAL <br />(I. D. 3' L+2'W+2.67' D) <br />I <br />N 3" BRASS NIPPLE <br />BRASS COUPLING <br />3" HDPE <br />SDR 9 SSFM <br />3" HDPE x BRASS <br />TRANSITION <br />FITTING (FPT) <br />3" BRASS UNION, TYP <br />3" BRASS NIPPLE <br />O3"° PIPE SLEEVE <br />DRAIN HOLE <br />IIEW11 <br />10"± <br />3" BRASS NIPPLE <br />GROUT FEMALE <br />ADAPTOR FLUSH <br />WITH VAULT BTM <br />Port of <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />3' <br />SSFM CO VAULT <br />C5.11 C5.21 SCALE: NTS <br />REMOVABLE 3" SCH <br />80 PVC CLEANOUT <br />PLUG (MPT) <br />3" SCH 80 PVC <br />FEMALE ADAPTOR <br />(SOCKET, x FPT) <br />3" SCH 80 PVC <br />PIPE STUB <br />REMOVABLE 3" BRASS CAM <br />AND GROOVE LOW <br />PRESSURE RATED CAP <br />3" BRASS MALE CAM AND <br />GROOVE FITTING (FPT) <br />3" BRASS NIPPLE <br />3" SS WYE (FPT) <br />6" MIN, TYP <br />4" MIN, TYP <br />3" BRASS NIPPLE <br />3 )PIPE STANCHION <br />PIPE SLEEVE DRAIN HOLE <br />SCALE: NTS <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />3" HDPE x BRASS <br />TRANSITION FITTING (FPT) <br />3" HDPE SDR 9 SSFM <br />3" BRASS NIPPLE <br />GROUT PIPE PENETRATION <br />NOTES: <br />O PROVIDE YO 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 />THE TAYLOR "BIG RED" THDC-976 CONTAINER HANDLER <br />INFORMATION ON SHEET G1.3. <br />O STANCHIONS SHALL BE SECURELY FASTENED TO THE VAULT <br />AND THE VALVE WITH CORROSION RESISTANT HARDWARE. <br />�2 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />0 <br />05/21/2021 <br />NW <br />ISSUED FOR BID <br />/0 <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />N0, <br />DATE <br />BY <br />REVISION <br />N0, DATE BY <br />REVISION <br />CDOLDCASTLE PRECAST 233-1A <br />OR APPROVED EQUAL <br />(I. D. 3' L+2'W+2.67' D) <br />3" BRASS CHECK VALVE <br />I <br />N <br />3" BRASS NIPPLE <br />3" HDPE <br />SDR 9 SSFM <br />3" HDPE x BRASS <br />TRANSITION <br />FITTING (FPT) <br />3" BRASS UNION, TYP <br />3" BRASS NIPPLE <br />O 3"° PIPE SLEEVE <br />DRAIN HOLE <br />3' <br />3" BRASS BALL VALVE <br />6" MIN, TYP <br />3" HDPE x BRASS <br />TRANSITION FITTING (FPT) <br />CAP FOR FUTURE <br />EXTENSION <br />3 HDPE SDR 9 SSFM <br />3" BRASS NIPPLE <br />LINK SEAL OR <br />APPROVED EQUAL, TYP <br />4" MIN, TYP <br />3" BRASS NIPPLE <br />3" BRASS NIPPLE L—( 3 )PIPE STANCHION <br />SSFM CHECK VALVE & SHUT-OFF VALVE VAULT <br />C5.1 1 C5.21 SCALE: NTS <br />I IVI L JJI IVI <br />TYPICAL SSFM TRENCH SECTION <br />—�— SCALE: NTS <br />PROJECT ENGINEER: <br />SCALE: <br />tECORD CONDITIONS <br />N. WATSON <br />AS SHOWN <br />ILLUSTRATED IN THESE <br />'LANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />05/07/2021 <br />INFORMATION <br />'ROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />ONTRACTOR. RECORD <br />:ONDITIONS WERE NOT <br />APPROVED BY: <br />✓ERIFIED BY ENGINEER. <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />SEWER DETAILS <br />(1 OF 2) <br />2.42' TYP CONTRACTOR <br />SHALL FIELD ADJUST <br />DEPTH TO CROSS <br />BELOW WATER, COMM <br />AND POWER UTILITIES <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG.NO.C5.21 <br />cIP No. <br />1-8-900-05 <br />PROJECT <br />No. MT—NT-2021 —02.2 <br />SHEET No. 78 OF 150 <br />0 <br />Z <br />