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HomeMy WebLinkAbout010_C 1.6 OVERALL GRADING AND DRAINAGE PLAN8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SMWSSSS8''S8''S16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''W16''WWAT 6''S WAT HYDWAT WAT 6''S 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W4''W 4''W 4''W 4''W 4''W 4''W 2''W2''W2''W2''W2''W2''W 2''W 2''W4''W 4''W 4''W 4''W4''W2''W2''W2''W45964597459645964596BTM POND: 4591.91TOP POND: 4593.97TOP POND: 4593.99BTM POND: 4591.73TOP POND: 4593.72TOP POND: 4593.72STSTSTSTSTSTSTSTSTSTST459545954595459645964 5 9 6459645964597 FG: 4595.59FG: 4595.596" Ø A2000 PVCL=23.03' S=1.00%INV. IN = 4592.23'INV. OUT = 4592.00'TIE INTO EXISTINGROADWAYNOTES: - FG CONTOUR INTERVAL = 0.5'EXISTING CURB &GUTTERFF=4596.00'FF=4596.25'FF=4597.00'PRINCE LANEPROPOSED 5'SIDEWALKPROPOSED 288'X14' DETENTION PONDREQUIRED VOLUME: 4,939 CFPROVIDED VOLUME: 5,166 CFissue date:20 June2025issued for:site plan reviewRevisions:213740Lot 15 Nelson Meadows 3430 Prince Lane Bozeman . Montana 161 W HALEY SPRINGS Bozeman, MT 59718 Tel: (406) 587.2781 w w w . hyaliteeng. com Fax: (406) 522.9225 P R E L I M I N A R YMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEarchitectsvisser© 2025 visser architects, p.c.all rights reservedROAD STE. 1010'20'40'60'C1.6OVERALL GRADING AND DRAINAGE PLANC 1.7C 1.8PROPOSEDASPHALT PATCHPROPOSED 12"STORM MAINPROPERTY LINEPROPOSED UTILITY EASEMENTEXISTING BURIED GAS LINEEXISTING OVERHEAD POWEREXISTING UNDERGROUND FIBEREXISTING 8" SEWER MAINEXISTING SEWER SERVICE LINEPROPOSED 6" SDR 26 PVC SEWER SERVICEPROPOSED 8" SDR 35 PVC SEWER MAINEXISTING 8" DUCTILE IRON WATER MAINPROPOSED 2" COPPER WATER SERVICEPROPOSED 4" FIRE SERVICEPROPOSED 8" WATER MAINEXISTING STORM WATER MAINPROPOSED STORM PIPEPROPOSED STORM RETENTIONEXISTING SIDEWALKPROPOSED CONCRETEPROPOSED ASPHALTEXISTING HYDRANTEXISTING STORM DRAIN MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING RECTANGULAR STORM DRAIN INLETEXISTING VALVEMASTER LINE & SYMBOL LEGENDGASOHPFO8''SSEW16''WSHYDSTWAT4''W2''W6''S8''SSTPROPOSED TRENCH DRAINTO BE ROUTED TO STORMPONDFF=4597.00'FF=4596.50'PROPOSED STORMMANHOLE (TYP.)PROPOSED STORMINLET (TYP.)FOUNDATION STEP