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FM FM <br />F <br />M <br />F <br />M <br />F <br />M <br />F <br />M <br />F <br />M <br />F <br />M <br />F <br />M <br />FM936934 <br />FM936 <br />932 <br />NSCALE IN FEET01020SITE NOTES:1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL.ALL TRAFFIC CONTROL METHODS SHALL CONFORM TO THE LATESTEDITION OF MnDOT MUTCD.2.PROTECT ALL TREES, FENCES, AND LANDSCAPING WITHIN EASEMENTS.3.ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.4.CONTRACTOR SHALL OBTAIN OWNER'S APPROVAL FOR ANY TREES ORBRUSH THAT MAY REQUIRE REMOVAL FOR CONSTRUCTION.CONTRACTOR IS RESPONSIBLE TO CLEAR AND GRUB AS NECESSARYTO COMPLETE THE WORK.5.ALL WORK AND ACCESS SHALL BE CONFINED TO EXISTING EASEMENTSAND RIGHT-OF-WAYS.6.RESTORE ALL DISTURBED TURF AND LANDSCAPING TO THEIRORIGINAL CONDITION.7.INSTALL INLET PROTECTION ON ALL ADJACENT STORMWATER CATCHBASINS. SEE DEBRIS COLLECTION DEVICE DETAIL ON SHEET 11.8.PROVIDE IMPORTED SELECT GRANULAR BACKFILL AS NEEDEDCONSISTING OF SANDS HAVING NO MORE THAN 5% BY WEIGHTPASSING THE NO. 200 SIEVE AND NO MORE THAN 40% BY WEIGHTPASSING THE NO. 40 SIEVE FOR ALL AREAS AROUND STRUCTURES ANDUNDER DRIVEWAY BASE.9.BITUMINOUS DRIVEWAY PAVEMENT SECTION SHALL MATCH TYPICALSTREET SECTIONS ON SHEET 10 WITH EXTENTS AS DIMENSIONED.10.ALL BURIED MECHANICAL JOINT PIPE FITTINGS SHALL BE RESTRAINEDWITH MEGALUG RESTRAINTS & THRUST BLOCKS. SEE THRUST BLOCKDETAIL ON SHEET 9.11.INSTALL SILT FENCE AND EROSION CONTROL MEASURES AS SHOWNON OVERALL SITE SEDIMENT AND EROSION CONTROL PLAN.R=1 <br />5 <br />'R=15'16'6'9'16'16'6'12'6'52' - 8" CL. 52 DIP @ 2.00%BITUMINOUS DRIVEWAY(SEE NOTE 9)4" <br /> <br />C <br />9 <br />0 <br />0 <br /> <br />P <br />V <br />C <br /> <br />F <br />O <br />R <br />C <br />E <br />M <br />A <br />I <br />N <br /> <br />@ <br /> <br />7 <br />. <br />5 <br />' <br /> <br />M <br />I <br />N <br />. <br /> <br />C <br />O <br />V <br />E <br />R <br /> <br />( <br />S <br />E <br />E <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />3 <br />)1 - 4" 22.5° & 1 - 4" 11.25° BEND WITH MEGALUGRESTRAINT & 4" DIP TO PVC ADAPTORELECTRICAL CONTROL PANEL(SEE SHEET LS-5)6" CONC. SLAB(SEE SHEET LS-2)LIFT STATION WET WELL TC=936.50 (SEE SHEET LS-2)LIFT STATION VALVE MANHOLETC=936.50 (SEE SHEET LS-2)936.40936.40936.40935.76936.40936.08936.60936.28WSB 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-1LIFT STATIONSITE PLANSTREET C17116OUTLOT C936.08INV. 916.68MH1RIM 934.49INV. N. 917.82INV. S. 917.82INV. W. 917.724"x4" MJ WYE & 4" 45° MJ x PE BEND WITHMEGALUG RESTRAINT4" 90° MJ BEND WITHMEGALUG RESTRAINTR.O.W.