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HomeMy WebLinkAbout005 C1.3 L18 GradingandDrainagePlan18.0'1.5'>>>>>>>>>>>>> > > > >459645984594-1.56%-1.48%-1.48%-1.10%-2.17%-1. 8 2 %-1.13%-1.83%-5.86 % -3 . 2 0%-1.59%-1.58%-3.06%-2.81%-0.54%-0.35%-0.35%-0. 9 9 % -3. 9 0 %EG:4598.62EG:4598.70EG:4599.05EG:4598.95EG:4599.29EG:4599.12-0.40%-13.75%-6.15%-3.79%-1.48% -2. 8 8 %-1.75%-3. 3 7 %4595459645974599FG:4594.71FG:4593.35FG:4595.11FG:4598.76FG:4597.04FG:4598.46459745994598 -0.57%-3.25 %15.0'1.5'0'20'40'60'C1.3AS NOTEDGRADING ANDDRAINAGE PLANCKHEC Sep 20, 2022 - 3:10pmCAD FILE: M:\213688\Drawings\Site Plan Submittal\1 - SITE PLAN.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018LOT 18 ROYAL WOLF ROAD BOZEMAN, MT08/25/202221368822x34 originals SCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN IG ENEFF=4597.50'TIE INTO EXISTINGROADWAYTIE INTO EXISTINGCURB & GUTTERNOTES: - FG CONTOUR INTERVAL = 0.5' - EG CONTOUR INTERVAL = 1.0'PROPOSED 5'SIDEWALKPROPERTY LINEPROPOSED UTILITY EASEMENTEXISTING BURIED GAS LINEEXISTING OVERHEAD POWEREXISTING UNDERGROUND FIBEREXISTING 8" SEWER MAINEXISTING SEWER SERVICE LINEPROPOSED 4" SDR 26 PVC SEWER SERVICEEXISTING 4" DUCTILE IRON WATER MAINEXISTING 10" DUCTILE IRON WATER MAINEXISTING WATER SERVICE LINEPROPOSED 1" COPPER WATER SERVICEEXISTING RCP STORM WATER MAINPROPOSED STORM PIPEPROPOSED STORM RETENTIONEXISTING SIDEWALKPROPOSED SIDEWALK/WALKWAYPROPOSED ASPHALTFINISHED GROUND ELEVATIONEXISTING HYDRANTEXISTING STORM DRAIN MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING RECTANGULAR STORM DRAIN INLETEXISTING VALVEEXISTING POWER POLEMASTER LINE & SYMBOL LEGENDGAS1000OHPFO8''SSEW4''W10''WWATSHYDSTPROPOSED 80'X18' STORMRETENTION POND - 1,370 CF VOLUMEPROPOSED 80'X18' STORMRETENTION POND CROSS SECTIONROYAL WOLF ROADTIE INTO EXISTINGCURB & GUTTERPROPOSED 20'X15' STORMRETENTION POND - 225 CF VOLUMEBOULDERS TO BE INCLUDED WITHTHIS POND FOR LANDSCAPINGPROPOSED 20'X15' STORMRETENTION POND CROSS SECTIONFF=4599.00'PROPOSED 5'SIDEWALKPROPOSED CURB & GUTTER4:14:1106/01/2022NOTE:THE STORMWATER RETENTION PONDSSHALL BE LINED WITH NATIVEGRASSES AND INDIGENOUS PLANTSTHAT ARE WET ROOT TOLERANT .12PROPOSED CURB CUT2208/25/2022