03/13/2024 PZ Combined Packet - Laserfiche WebLink

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BUILDING8-~26'X56' BAYS3 BAYSMECH RMFFE 903.50XX X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXTR902. 46 TRANSEXISTING BUILDINGEXISTING BUILDING(C .S .A .H N O . 2 3 )PARK COURTLAK E D R I V E 901. 1 2 SAN S E R VTRENCH DRAIN898.79898.71899.04EX SAN MHRE 902.89IE 883.2+/-EX SAN MH899.63EX SAN MH901.042' x 3' CATCHBASINA4C-503A1C-503HYDRANT &GATE VALVEC5C-503STORM MANHOLERD 1IE 899.5CBMH 248" DIAMETERR-1792-FG CASTINGRE 902.46IE 898.93107' - 12" PVC @ 0.6%CBMH 348" DIAMETERR-1792-FG CASTINGRE 902.70IE 899.55159' - 12" PVC @ 0.28%STMH 448" DIAMETERR-1792-GG CASTINGRE 904.17IE 899.99104' - 12" PVC @ 0.28%CB 42' x 3'R-3067 CASTINGRE 902.84IE 900.08CONNECT TO EXISTINGSTUB IE 883.3+/-6" - 45° BEND6" X 6" TEE6" - 45° BENDCONNECT TO EXISTINGVALVE WITH 45° BENDS (2)6" 45° BENDS (2)FDC98' 6" PVC@ 4.0%IE 895.5SAN MH 1RE 903.0IE 894.77 (N)IE 884.87 (S)IE 891.58 (W/ OUTSIDEDROP)C2C-503PVC PIPEBEDDING (TYP)367' - 8 " P V C @ 0 . 4 % 12' 98.7'4.2'109' - 8" PVC @ 0.4%8" PLUGIE 885.31MARK PLUG WITHSTEEL FENCE POSTALT: CONNECT TO EXISTING12" WM WITH TAPPINGSLEEVE AND VALVECONDUCT FLOW TEST ON EXISTINGHYDRANT IN ADVANCE OFCONSTRUCTION. IF RESIDUALPRESSURE IS INADEQUATE TOPROTECT BUILDING DIRECTIONALDRILL PEP WATERMAIN UNDERLAKE DRIVE AND CONNECT TOEXISTING 12" MAIN48' - 12" PVC @ 3.1%HW CIE 898.0CONCRETEHEADWALLA4C-504OUTLET CONTROLSTRUCTUREA1C-504OCS27" DIAHALLA PS27-33SRE 900.304" X 9.6" WEIR IE 899.5IE 895.21HW AIE 895.021' - 8" PVC @ 1.0%CBMH 160" DIAR-1792-FG CASTINGRE 900.83IE 898.934' SUMPPRESERVER BAFFLE& SKIMMER60' - 12" PVC @ 0.75%RETAINING WALLHEADWALLC1C-5048' - 15"PVC@ 0.35%HW BIE 898.0A5C-503CATCHBASINMANHOLERIP RAP(TYP)A5C-5029030SCALE IN FEET Know what's below. Call before you dig. RA1UTILITY PLAN1" = 30'C-301UTILITY PLANUTILITY NOTESAMC23004PROJECT NO.SHEETCERTIFICATIOND E S I G NCIVIL ENGINEERING | LANDSCAPE ARCHITECTURE310 4TH AVE SOUTH, SUITE 1006MINNEAPOLIS, MN 55415www.elanlab.comp 612.260.7980f 612.260.7990123456EDCBA I hereby certify that this plan, specification or reportwas prepared by me, or under my direct supervision,and that I am a duly Licensed Professional Engineerunder the laws of the state of MINNESOTA.Stephen M. Johnston1891401/25/2024NOT FORCONSTRUCTIONREGISTRATION NO.DATERESPONSE TO CITYCOMMENTS01/25/2024LINO LAKESINDUSTRIAL ANDSTORAGE CENTERLINO LAKES, MINNESOTAISSUEDATESHEET INDEXPROJECTAMCON6121 BAKER RD, SUITE 101MINNETONKA, MINNESOTA 55345651-379-9090LARIAT COMPANIES INC.8345 Crystal View Rd. #200Eden Prairie, Minnesota, 55344OWNER1.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURETO CENTER OF STRUCTURE.2.PIPE MATERIALS: STORM SEWERPVC SCH 40SANITARY SEWERPVC SCH 40WATERMAINDIP OR PEP (IF LOOP IS NEEDED)3.ALL UTILITY CONSTRUCTION TO CONFORM WITH MINNESOTAPLUMBING CODE, AND CITY OF LINO LAKES STANDARDSPECIFICATIONS, WHICHEVER IS MORE RESTRICTIVE.4.ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSEDGRADES WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OFUTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TOMEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.5.UTILITY AND MECHANICAL CONTRACTORS MUST COORDINATE THEINSTALLATION OF ALL WATER AND SEWER PIPES INTO THE BUILDINGTO ACCOMMODATE CITY INSPECTION AND TESTING. LEGENDSTORM SEWER>>SANITARY SEWERDOMESTIC WATERMAINCATCH BASIN MANHOLE (CBMH)STORM MANHOLE (STMH)FLARED END SECTION (FES)CATCHBASIN (CB)FIRE HYDRANTGAS OR WATER VALVEFIRE DEPARTMENT CONNECTION