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C5.91C5.22SS LIFT STATION (SSLS1) <br />3 RIM=16.90 <br />C5.5 C5.21 <br />NT-SSFM-CV-GV V19 IE=14.70' (3" VENT) <br />RIM=16.90' IE=14.56' (3" SSFM OUTLET) <br />IE=14.56' IE=13.50' (6" SS INLET E) <br />IE=13.50' (6" SS INLET N) <br />—• ~ 3 SSFM <br />N N M— <br />LONG RADIUS BEND <br />1 �/ <br />C5.5 C5.21NT-SSFM-CV-GV-V20 <br />RIM=17.27' <br />IE=14.93' <br />10LF-3" SSFM, IE=14.93' <br />FUSION WELD MOLDED END CAP <br />FOR FUTURE EXTENSION <br />4 33LF-3" HDPE SS VENT PIPE <br />S=1% MIN <br />IE=15.03' <br />3 6" SS CO <br />I RIM=17.11' <br />IE=13.82' <br />16LF-6" PVC SS, S=27. <br />I <br />16LF-2"IR <br />W <br />2--2)IE=14.04' <br />t <br />TIT <br />11LF-6" <br />PVC SS, S=2% <br />2"x90° HORIZ BEND <br />■ <br />3 <br />� <br />I <br />N <br />I <br />I <br />POTENTIAL FUTURE <br />LL <br />LEASEHOLD LINE <br />51LF-6" PVC SS, S=2% <br />3 <br />2" GV <br />li <br />TEE <br />2" GV <br />71 F- 2S' J <br />2"x90° <br />6"x45° HORIZ BEND <br />I <br />HORIZ <br />BEND <br />6" WYE, IE=14.52' <br />I <br />I <br />0 6" SS CO <br />1 <br />RIM=17.40' <br />s <br />IE=14.60' <br />2 <br />IE=15.04' <br />w w <br />22LF-12"wW <br />�1 <br />26LF-6" PVC SS, S=2% <br />1 <br />/ I <br />2" METERED WATER SERVICE <br />I <br />2" WS PER <br />PER COE STD DWG 502 <br />E <br />COE STD <br />e <br />DWG 502 <br />s <br />1 <br />z <br />2"x90° VERT"M <br />e <br />EL <br />P, <br />'L' <br />iRIN 11 XU <br />° <br />BEND <br />PINEL N1 � <br />iRINSFORNm <br />%P1 <br />I IF 4P <br />1 2" RPBA <br />C5.9 C5.20 <br />it <br />LONGSHOREMAN TRADLERS WATER AND <br />C5.11 C5.9 SCALE: 1 "=10' <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 />10' 0 10' 20' <br />515' <br />SCALE: 1 "=10' <br />SEWER PLAN <br />® <br />37/05/2023 <br />NW <br />RECORD DRAWING <br />0 <br />04/08/2022 <br />NW <br />MARITIME TENANT SITE DEVELOPMENT <br />E2 <br />12/02/2021 <br />NW <br />2—INCH TO 9—INCH PVMT <br />06/21/2021 <br />NW <br />SSUED FOR BID <br />�0 <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />NO. <br />DATE <br />BY <br />REVISION <br />END CAP AND CONC TB <br />DR FUTURE WATERMAIN <br />KTENSION <br />w 33LF-3" W w <br />NO. I DATE I BY <br />3" GV <br />3"x3"x3" TEE <br />REVISION <br />2 <br />I <br />J <br />J EX CONC <br />BARGE DOCK RAMP <br />PIP <br />YARD HYDRANT <br />C5.9 C5.20 <br />3"x60' <br />HORIZ BEND <br />w\ <br />CONSTRUCTION NOTES <br />�. <br />O <br />CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR AND <br />MATERIALS TO CONNECT THE NEW WATER SERVICE TO THE TRAILER. <br />ALL ABOVE GRADE PIPING SHALL BE WRAPPED IN 1/2" MIN THICK <br />�. <br />FIBERGLASS PIPE INSTALLATION WITH ALUMINUM COATING. <br />�. CDCONTRACTOR <br />SHALL FURNISH AND INSTALL ALL LABOR AND <br />MATERIALS TO CONNECT THE NEW SEWER SERVICE TO THE TRAILER. <br />ALL ABOVE GRADE PIPING SHALL BE WRAPPED IN 1/2" MIN THICK <br />FIBERGLASS PIPE INSTALLATION WITH ALUMINUM COATING. <br />O <br />6" SS CO TYPE 1 PER COE STD DWG 604 <br />® <br />ROUTE 3" HDPE VENT PIPE TO BLDG AND CONNECT TO BLDG VENT <br />�. <br />SYSTEM OR RUN NEW VENT PIPE UP SIDE OF BLDG AND TERMINATE <br />6" MINIMUM ABOVE ROOF LINE IN CONFORMANCE WITH CURRENT <br />` <br />PLUMBING CODE. SLOPE AT 1 % MINIMUM UPHILL TO BLDG <br />CONNECTION TO PROVIDE POSITIVE AIR FLOW TO VENT. <br />�\ EX ROCKERY, PIP <br />` <br />EX A H ROAD EX BRUSH <br />Low ws7 PoIE p1ff � \ <br />12" END CAP AND CONC TB FOR FUTURE WATERMAIN EXTENSION <br />BARGE DOCK WATER PLAN <br />C5.11 C5.9 SCALE: 1 "=10' <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 />DATE: <br />J. BECKER <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 />2" METERED WATER SERVICE <br />PER COE STD DWG 502 — <br />M <br />at <br />RECORD DRAWING <br />PORT OF EVERETT <br />O2"x3" RED\\UCER <br />2"x2"x2" TEE \ <br />T9C <br />2„RPBA <br />C20 <br />4Sp <br />\ H 11040 <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />WATER AND SEWER DETAIL PLAN <br />(8 OF 9) <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 <br />-10 <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 />I DWG. No. C5.9 <br />SIR NO. <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021-02.2 <br />SHEET NO. 75 OF 150 <br />0 <br />Z <br />a <br />U <br />LU <br />