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GENERAL NOTESALL BOLTS AND FASTENERS SHALL BE 316 STAINLESS STEEL.ALL PIPING AND PIPE JOINTS SHALL BE PROPERLY RESTRAINED TO PREVENT EXCESSMOVEMENT IN ANY DIRECTION DURING OPERATION AND TESTING. ALL EXTERIOR PIPESHALL BE MECHANICAL JOINT W/ MEGALUG RESTRAINT JOINTS WITH THRUST BLOCKS.PIPE SUPPORT SHALL BE LOCATED IN FIELD. SEE THRUST BLOCK DETAIL ON SHEET 9.PAINT ALL EXPOSED DIP PIPING AND INTERIOR OF VALVE VAULT PER SPECIFICATIONS.PROVIDE EXTERNAL JOINT SEAL INFRASHIELD OR EQUAL ON ALL MANHOLE SECTION JOINTS.PLUG ALL LIFTING HOLES WITH NON SHRINK GROUT AND COVER WITH A PIECE OF EXTERNALJOINT SEAL, INFRASHIELD OR EQUAL.LOCATE INLET PIPE(S), VENT PIPE, AND ELECTRICAL CONDUITS AS REQUIRED PER SITECONDITIONS.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING.CLEAR OPENING OF ALUMINUM HATCHES SHALL BE SIZED APPROPRIATELY FOR REMOVALOF PUMPS AND VALVES. PUMP SUPPLIER/MANUFACTURER TO CONFIRM HATCH SIZE.ALL INTERIOR PIPING SHALL BE WELDED FLANGED CLASS 53 DIP.ALL BURIED DIP SHALL BE ENCASED IN POLYETHYLENE PER ANSI/AWWA C105.1.2.3.4.5.6.7.8. 9.10.DESCRIPTIONELEVATION (FT.)HIGH WATER ALARM915.68LAG PUMP ON915.28LEAD PUMP ON914.78PUMPS OFF914.00WET WELL BASE911.50(TO BE FIELD SET AFTER INSTALLATION)SANITARY SEWER INVERT916.68LOW WATER ALARM913.50CONTROL PANEL SHOWN OUT OF ROTATIONSEE PLAN A/LS-2 FOR ORIENTATION & ELECTRICAL SHEETS6" CONC. SLAB W/ 6X6, 10/10 W.W.M.SCALE IN FEET0PIPING & EQUIPMENT SECTIONA1'4'2'EL. 936.50INV. EL. 916.68EL. 911.50EL. 936.50L EL. 928.50CEL. 926.50EL. 926.67L EL. 928.50CL EL. 926.50CEL. 913.67EL. 926.83108" DIA. PRECAST CONC. BASE SLAB W/ HANDLING HOOKSELECTRICAL CONDUIT PENETRATIONSEE ELECTRICAL SHEETS & DETAIL B/LS-412" MIN. COARSE FILTER AGGREGATE (MnDOT 3149.2H) ON TYPE 4 GEOTEXTILECOMPACT TO 98% STANDARD PROCTOR DENSITY (ASTM D698)2 ROWS KENT SEAL NO. 2, TYP. PERIMETER1.5:1 1 <br />. <br />5 <br />: <br />1 <br /> MnDOT 3Y46 CONC. SLOPE @ 60°304SS PIPE SUPPORT & INTERMEDIATE GUIDE BAR BRACKETTYP. OF 24" FL DIP PUMP DISCHARGE PIPE2" 304SS PUMP GUIDE BARS8" CL. 53 DIP SANITARY SEWER @ 2.00% FROM MANHOLE 1PIPE PENETRATIONSEE DETAIL B/LS-4PRESSURE TRANSDUCER, SEE ELECTRICALSUBMERSIBLE PUMP W/ 4" 90° FL BASE ELBOWFLYGT MODEL NP3127-446SH OR EQUALWEIGHTED FLOAT SWITCHESSEE ELECTRICAL SHEETS304SS LIFTING CHAINPUMP CONTROL AND POWER CABLES2" DUCK BILL CHECK VALVE4" FL 90° ELBOW W/ MEGALUG RESTRAINT72" DIA. PRECAST CONC. WET WELLPIPE SUPPORT, TYP OF 4SEE DETAIL C/LS-42 ROW KENT SEAL NO. 2TYP. PERIMETERBASE ANCHORAGE TYP. OF 4 @ 90°, SEE DETAIL D/LS-4SELECT GRANULAR BACKFILL COMPACTEDTO 98% STANDARD PROCTOR DENSITY2 ROWS KENT SEAL NO. 2TYP. PERIMETER6" CONC. SLAB W/ 6X6, 10/10 W.W.M.72" DIA. PRECAST CONC. VALVE MANHOLE12" MIN. COARSE FILTER AGGREGATE (MnDOT 3149.2H) ON TYPE 4 GEOTEXTILE108" DIA. PRECAST CONC. BASE SLAB W/ HANDLING HOOKSBASE ANCHORAGE TYP. OF 4 @ 90°SEE DETAIL D/LS-44"X4" MJ WYE & 4" MJ X PE 45° BEND W/ MEGALUG RESTRAINT2 ROWS KENT SEAL NO. 2, TYP. PERIMETERCOVER ANCHORAGE TYP. OF 4 @ 90°, SEE DETAIL D/LS-4COVER ANCHORAGE TYP. OF 4 @ 90°, SEE DETAIL D/LS-42" AIR RELEASE VALVE W/ SADDLE, BRONZE BALL VALVE, 2" GALV. PIPE NIPPLES & VENT PIPEPRESSURE GAUGE, SEE DETAIL E/LS-44" FL CHECK VALVE W/ MEGALUG RESTRAINT4" FL GATE VALVE W/ HANDWHEEL W/ MEGALUG RESTRAINT4" BYPASS CONNECTION W/ 4" GATE VALVE, CAM LOCK COUPLING & DUST COVER4"x4" FL TEE W/ MEGALUG RESTRAINTPIPE PENTRATION TYP., SEE DETAIL B/LS-4PIPE PENETRATION TYP., SEE DETAIL B/LS-4PIPE PENETRATION TYP., SEE DETAIL B/LS-486" DIA. PRECAST CONC. COVER SLAB RATED FOR HS-20 WHEEL LOADW/ RECESSED HANDLING HOOKS. HANDLING HOOK HOLES SHALL BE FILLED W/NON-SHRINK GROUT FOLLOWING PLACEMENT4" MJ SLEEVE W/ MEGALUG RESTRAINT40"x48" CLEAR OPENING SINGLE LEAF ALUM. ACCESS HATCH RATED FOR HS-20 WHEEL LOAD W/CONCEALED LOCKING HASP & POSITIVE LOCK @ 90° OPEN, CAST INTEGRALLY WITH COVER SLAB40"x54" CLEAR OPENING SINGLE LEAF ALUM. ACCESS HATCH RATED FOR HS-20 WHEELLOAD W/ 2 - 304SS CABLE RACKS, 2 - 304SS CHAIN HOOKS, CONCEALED LOCKING HASP &POSITIVE LOCK @ 90° OPEN, CAST INTEGRALLY WITH COVER SLAB. VERIFY HATCH SIZE& LOCATION W/ PUMP MANUFACTURER86" DIA. PRECAST CONC. COVER SLAB RATED FOR HS-20 WHEEL LOAD W/ RECESSEDHANDLING HOOKS. HANDLING HOOK HOLES SHALL BE FILLED W/ NON-SHRINK GROUTFOLLOWING PLACEMENT1:1 TYP.1:1 TYP.2" PVC DRAIN @ 2.0%2" SLEEVECONTRACTOR SHALL DISPOSE OF ALL EXCESS EXCAVATED MATERIAL.11.L EL. 934.50C4" STEEL VENT PIPESE DETAIL A/LS-4MnDOT 3Y46 CONC. SLOPEWSB PROJECT NO.:REVISIONS <br />NO.DATE DESCRIPTION <br />015057-000SCALE:PLAN BY:DESIGN BY:CHECK BY:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />LIC. NO:DATE:3/23/2020 <br />RICE LAKE RESERVE <br />1ST ADDITION <br />LIFT STATION NO. 11 <br />HUGO, MINNESOTA <br />GREG F. JOHNSON, PE <br />26430 AS SHOWNUPGGFJGAGSHEETLS-3LIFT STATIONSECTION VIEW