Laserfiche WebLink
® SS MH, TYPE 3, 48" 0 <br />PER COE STD DWG 607 EXCEPT FOR ACCESS HATCH <br />AND FLAT BOTTOM WITHOUT GROUTED CHANNEL <br />RIM=17.50' <br />IE=15.0'± (2" SSFM) <br />IE=14.5'f (2" VENT) <br />IE=13.78' (6" TEE AT TOP OF DROP STRUCTURE) <br />IE=10.0±' (6"x90° EL AT BOTTOM OF DROP STRUCTURE) 7 <br />LADDER OR RUNGS, TYP <br />PUMP RAIL SYSTEM <br />MODEL NO. GR20 OR <br />EQUAL AS RECOMMENDED <br />BY PUMP MANUFACTURER <br />® 2" PVC VENT PIPE TO <br />BLDG PLUMBING, <br />E=14.5' ± <br />NON —SHRINK GROUT, TYP <br />6" OUTSIDE DROP STRUCTURE <br />PER COE STD DWG 612 <br />IE=13.78' (6" TEE) <br />IE=10.O'± (6"x90* EL) <br />QUICK DISCONNECT ADAPTOR <br />2"x90° SCH 80 PVC, EL, TYP. <br />REFER TO SHEET G1.3 <br />UTILITY STRUCTURE NOTES <br />FOR GROUNDWATER DATA <br />17 <br />L . <br />2" PVC CHECK VALVE <br />WITH DIAPHRAM <br />:•o <br />r <br />2)2'x3' HINGED DUCTILE IRON ACCESS HATCH, <br />AS MANUFACTURED BY NEENAH FOUNDRY, <br />MODEL NO. R-3498—J3S OR EQUAL. <br />RIM=17.50 <br />6" MIN (FULLY OPEN) TO 12" MAX <br />2" SSFM TO EX 3" SSFM <br />�— IE=15.0'± SSFM <br />NON —SHRINK GROUT SSFM <br />a 2" PVC BALL VALVE <br />a 2" PVC U N 10 N <br />a' <br />4 ALARM ON ELEV=13.75 4- <br />PUMP ON ELEV=13.25 <br />v 3"xO.075", SS FLAT BAR PIPE STRAP, <br />ATTACH TO MH WALL WITH 5/8"0 SS <br />EXPANSION BOLTS OR EMBED STRAPS <br />NTO EX VAU LT WALL 2", TYP: <br />2" SCH 80 PVC SSFM, TYP <br />PUMP OFF ELEV=10.50 <br />..- z <br />FLOAT SWITCH, TYP --''N <br />BOTTOM OF WET WELL=9.50 <br />TO 2" REDUCER, SCH 80 PVC <br />O SUBMERSIBLE SEWAGE GRINDER PUMP, AS '.. • .: • .'• '.. • • ' � •• •• . • ... • • <br />MANUFACTURED BY LIBERTY PUMPS B <br />MODEL NO. LSG202M OR EQUAL. " UTILITY STRUCTURE FOUNDATION <br />MOTOR 2 HP C5.2 C2.9 <br />OPERATING POINT: 50 GPM AT 6' OF HEAD <br />SANITARY SEWER SIMPLEX <br />LIFT <br />STATION <br />DETAIL <br />FOR__PORTA__I3__LE BUILDINGS <br />T-5A <br />AND T_513 <br />C5.1 I C5.2 5UALE: N 15 <br />16015th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />A <br />12/08/17 <br />NW <br />ISSUED FOR BID AND PERMIT. <br />NO. <br />DATE <br />BY <br />REVISION <br />REVISION. <br />o� <br />i <br />3'7014 <br />stONAL R% <br />® ROUTE VENT PIPE TO RELOCATED BUILDINGS AND CONNECT TO BUILDING VENT SYSTEM OR RUN NEW VENT PIPE <br />UP SIDE OF BUILDING AND TERMINATE 6" MINIMUM ABOVE ROOF LINE IN CONFORMANCE WITH <br />PLUMBING CODE. SLOPE PIPE AT 1 % MINIMUM UPHILL TO BUILDING CONNECTION TO <br />PROVIDE POSITIVE AIR FLOW TO VENT. <br />UTILITY STRUCTURE AND LID SHALL BE CONTRACTOR DESIGNED TO WITHSTAND LOADS SHOWN IN THE <br />STRUCTURAL SCHEDULE ON SHEET S1.3. REFER TO SHEET G1.3 FOR ADDITIONAL UNDERGROUND UTILITY <br />STRUCTURES DESIGN LOADING CRITERIA NOTES. <br />® THE CONTRACTOR SHALL INSTALL THE PUMP SYSTEM INCLUDING RAILS AND THE CONTROL PANEL IN <br />CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. <br />PROJECT ENGINEER: <br />N. WATSON <br />DESIGNED BY: <br />J. BECKER <br />DRAWN BY- <br />S. MILLETT <br />APPROVED BY: <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />N. WATSON <br />VERT <br />DATUM: <br />MLLW <br />= 0.0' <br />HORZ <br />DATUM: <br />NAD <br />83/91 <br />m A11jAwWAA;L;J_j11 1��E4!_JkA <br />m SOUTH TERMINAL WHARF • <br />BUILDINGELECTRICAL UPGRADES -PHASE 2 <br />SEWER DETAILS <br />CIP NO. <br />1-8-001-06 <br />PROJECT <br />NO. MT--ST--2017-1 1 <br />SHEET NO. 54 OF 176 <br />