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1 <br /> SS LIFT STATION (SSLS1) Ex COONSTRUCTION NOTES <br /> oNc Ka) CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR AND <br /> RIM=17.1' BARGE DOCK RAMP MATERIALS TO CONNECT THE NEW WATER SERVICE TO THE TRAILER. <br /> � <br /> SSFM CV-GV V19 E=15.0' (3" VENT) I C5.5 C5.21 <br /> 5.5 C5. SSFM CV-GV V20 PIP ALL ABOVE GRADE PIPING SHALL BE WRAPPED IN 1/2" MIN THICK <br /> C21 RIM=17.72' 3" END CAP AND CONIC TB ` FIBERGLASS PIPE INSTALLATION WITH ALUMINUM COATING. <br /> E=14.9' (3" SSFM OUTLET) IE=15.38' FOR FUTURE WATERMAIN YARD HYD RAN C5.9 C5.20 <br /> IE=13.5' (6" SS INLET E) EXTENSION 2 CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR AND <br /> IE=13.5' (6" SS INLET N) 101-F-3" SSFM, IE=15.38' O MATERIALS TO CONNECT THE NEW SEWER SERVICE TO THE TRAILER. <br /> FUSION WELD MOLDED END <br /> CAP FOR FUTURE EXTENSION W 33LF-3" W N ,� ALL ABOVE GRADE PIPING SHALL BE WRAPPED IN 1/2" MIN THICK <br /> _p 3" SSFM e s s FIBERGLASS PIPE INSTALLATION WITH ALUMINUM COATING. <br /> 4 33LF-3" HDPE SS VENT PIPE <br /> 1 d- LONG RADIUS BEND S=1%MIN 3" GV �f O3 6" SS CO TYPE 1 PER COE STD DWG 604 <br /> IE-15.3' <br /> 3 6" SS CO 3%3%3" TEL ® ROUTE 3" HDPE VENT PIPE TO BLDG AND CONNECT TO BLDG VENT <br /> d I SYSTEM OR RUN NEW VENT PIPE UP SIDE OF BLDG AND TERMINATE <br /> d- RIM=17.4' <br /> �d IE=13.82' 3"x60° 6" MINIMUM ABOVE ROOF LINE IN CONFORMANCE WITH CURRENT <br /> HORIZ BEND PLUMBING CODE. SLOPE AT 1% MINIMUM UPHILL TO BLDG <br /> C(NNECTION TO PROVIDE POSITIVE AIR FLOW TO VENT. <br /> 16LF-6" PVC SS, S=2% 16LF-2" W °'\ 2 E=14.04' \ EX ROCKERY, PIP <br /> B I <br /> 2%90' HORIZ BEND 11LF-6" PVC SS, $=2% EX ASPH ROAD EX BRUSH <br /> P P P P <br /> � 3 I P P P P� <br /> I \ \POTENTIAL FUTURE � <br /> LEASEHOLD LINE <br /> 51LF-6" PVC SS, S=2% A\\A <br /> 3 2„ GV I \k <br /> 1 2"x2"x2" TEE \\ \ <br /> $ A A <br /> 2„ GV I /y "a <br /> 7UF�2"�N 2%90' <br /> 6"x45'HORIZ BEND \ HORIZ BEND <br /> 6" WYE, IE=14.52' • � \ \ \ <br /> 0 6" SS CO M g <br /> RIM=17.3' <br /> IE=14.6' d <br /> 2 E=15.04' d <br /> �Y <br /> w w 22LF-12"w 26LF-6" PVC SS, S=2% o \d \ 2"x3" REDUCER <br /> \ 2%2%2" TEE <br /> w 2�LC5.'2AO <br /> 2" METERE WATER SE VICE 2" WS PER � d 2"RPBA <br /> PER COE S D DWG 502 f COE STD C5 <br /> ° DWG 502 <br /> 12"END CAP AND CONC TB FOR FUTURE WATERMAIN EXTENSION a\ <br /> I � <br /> 2%90' VERT ° <br /> METERED <br /> BEND 9 ' I PERCOE VICE <br /> STD DWG 502 \ <br /> f <br /> 2" RPBA I ° <br /> C5.9 C5.20 <br /> � � M <br /> U <br /> v a I <br /> �-1 P P P 4-P PPP �� 0' 0 0' 20' <br /> � I I <br /> 5' 15' <br /> SCALE: 1"=10' <br /> CALL48HOURS <br /> 1 LONGSHOREMAN TRAILERS WATER AND SEWER PLAN 2 BARGE DOCK WATER PLAN BEFORE YOU DIG <br /> C5.1 C5.9 SCALE: 1"=10' C5.1 C5.9 SCALE: 1"=10' DIAL 811 <br /> 8� VERT DATUM: NAVD 88 <br /> CONV TO MLLW - NAVD88+2.03 <br /> m n HORZ DATUM: NAD 83/91 <br /> rtt IF SHEET IS LESS THAN 22x34 W <br /> a< REDUCE SCALE ACCORDINGLY > <br /> m <br /> LU <br /> PROJECT ENGINEER: SCALE: DWG. NO. <br /> A N. WATSON AS SHOWN PORT OF EVERETT C5.9 <br /> n DESIGNED BY: DATE: <br /> Port Of :ems`` _' J.DESIGNED <br /> DATE: 2021 NORTON TERMINAL DEVELOPMENT CIP N0. H <br /> -- EVERETT 1Tff DRAWN BY CHECKED BY & MTCA 3RD INTERIM ACTION 1-8-900-05 V <br /> n> _ 16015th Avenue,Suite 1300 mots <br /> o P.O. eox 53a ,� �r K. EDWARDS, D. YU N. WATSON NooOECTMT-NT-2021-02.2 <br /> INNi EVERETT, WA 98206 Seattle,Washington 98101 ® 05/07/2021 NW FOR CITY REVIEW �stoxst � APPROVED BY: WATER AND SEWER DETAIL PLAN 0 <br /> EVER T, WA 98 (206)382-0600 Fax(206)382-0500 {� /p O C \ <br /> PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION l U r ) SHEET NO. 75 OF 149 LL <br />