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NOTES <br /> SS MH, TYPE 3, 48"0 Oi ROUTE VENT PIPE TO PORTABLE TRAILER AND CONNECT TO TRAILER VENT SYSTEM OR RUN <br /> 2 4 PER COE STD DWG 607 EXCEPT AS NOTED LADDER OR RUNGS, TYR NEW VENT PIPE UP SIDE OF TRAILER AND TERMINATE 6" MINIMUM ABOVE ROOF LINE IN <br /> RIM=17.1' CONFORMANCE WITH CURRENT PLUMBING CODE. SLOPE AT 1% MINIMUM UPHILL TO TRAILER <br /> IE=15.0' (Y VENT) (2) CONDUITS PER ELEC CONNECTION TO PROVIDE POSITIVE AIR FLOW TO VENT. <br /> IE=14.9' (Y SSFM OUTLET) FOR POWER AND CONTROLS. <br /> IE-13.5' (6" SS INLET E) SEAL MH PENETRATION TO O CONTRACTOR SHALL FURNISH AND INSTALL THE PUMP SYSTEM INCLUDING RAILS, FLOAT <br /> IE-13.5' 6" SS INLET N 12 BE WATER—TIGHT. SWITCHES AND CONTROL PANEL IN CONFORMANCE WITH THE MANUFACTURERS <br /> ( ) RECOMMENDATIONS. <br /> RIM ELEV=17.1' <br /> 0 SECURE FORCEMAIN PIPE TO MH WITH 316 SS PIPE STRAPS. SECURE PIPE STRAPS TO <br /> ° e MANHOLE WALL WITH 5/8"0 316 SS EXPANSION BOLTS OR EMBED STRAPS INTO MH WALL <br /> ° p 2" WITH GROUT. <br /> ® UTILITY STRUCTURE AND LID SHALL BE CONTRACTOR DESIGNED IN CONFORMANCE WITH THE <br /> a UNDERGROUND UTILITY STRUCTURES DESIGN LOADING CRITERIA NOTES AND THE TAYLOR <br /> OS' HDPE VENT PIPE, 7 "BIG RED" THDC-976 CONTAINER HANDLER INFORMATION ON SHEET G1.3. <br /> IE=15.0' 4 LINK SEAL OR EQUAL, TYP <br /> 1 <br /> F <br /> FLOAT SWITCH, TYP a <br /> EQUIPMENT LIST <br /> 4 0' O 3" SSFM IE=14.9' O1 3" PVCxHDPE TRANSITION FITTING <br /> NON—SHRINK GROUT, TYP <br /> I O2 NOT USED <br /> ALARM ON ELEV=14.5' O3 3" PVC UNION <br /> 4 PUMP ON ELEV=14.0' ® YxO.075", 316 SS FLAT BAR PIPE STRAP SEE NOTE 0 <br /> —IE=13.5' <br /> 6" SS, SEE , O 3" PVC CHECK VALVE WITH DIAPHRAM <br /> SHT C5.9 9 "2 <br /> © 3"X90 SCH 80 PVC, EL, TYP <br /> O PUMP RAIL SYSTEM MODEL NO. GR20 OR EQUAL AS RECOMMENDED BY <br /> — PUMP OFF ELEV=12.9' PUMP MANUFACTURER <br /> 8 ® 3" SCH 80 PVC SSFM SEE NOTE O <br /> LIBERTY PUMP SUBMERSIBLE, EXPLOSION PROOF, SEWAGE GRINDER <br /> REFER TO GEOTECHNICAL REPORT ILL <br /> PUMP MODEL NO. XLSG202M OR APPROVED EQUAL <br /> FOR GROUNDWATER DATA ° p ° BOT OF WET WELL=11.6' Og MOTOR 2HP, VOLTAGE 230, PHASE 1 <br /> 2 ° p p� ' n OPERATING POINT APPROX 46 GPM AT 56' OF TOTAL DYNAMIC HEAD <br /> 17 ' n. ° ° CAP KIT: K001641 AND SIMPLEX PANEL: ISS24HS1=3-5. <br /> 10 QUICK DISCONNECT ADAPTOR <br /> 11 1-1/4" TO 3" REDUCER, SCH 80 PVC <br /> 2'x3' HINGED DUCTILE IRON ACCESS HATCH, AS MANUFACTURED BY <br /> STRUCTURE SUBGRADE PREPARATION, 12 NEENAH FOUNDRY, MODEL NO. R-3498—J3S OR EQUAL SEE NOTE <br /> SEE DETAIL 2 ON C4.17 <br /> SANITARY SEWER SIMPLEX LIFT STATION DETAIL <br /> 1 FOR LONGSHOREMAN TRAILERS <br /> C5.9 C5.22 SCALE: NTS <br /> (D <br /> IF SHEET IS LESS THAN 22x34 W <br /> a< REDUCE SCALE ACCORDINGLY > <br /> N PROJECT ENGINEER: SCALE: <br /> P� �9 PORT OF EVERETT °W N C5.22 <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 CIP No. H <br /> 0 p0'' <br /> EVERETT I DRAWN BY: CHECKED BY: « MTCA 3RD INTERIM ACTION —a—goo—o5 V <br /> 16015th Avenue,Suite 1300 37014 K. EDWARDS, D. YU N. WATSON PROJECT <br /> IN) - P.O. BOX 538 Seattle,Washington 98101 � �. SEWER DETAILS <br /> ,y No. MT-NT-2021-02.2 <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 ® O5/07/2021 NW FOR CITY REVIEW �sroset��� r APPRovED Br: O <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION (2 OF 2) SHEET NO. 79 OF 149 LPL <br />