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HomeMy WebLinkAbout005-C1.3_GradingandDrainagePlanHYDUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPFOFOFOFOFOFOFOFOGASGASGASGASGASGASGASUGPUGPUGPUGPUGPUGPUGPUGPUGPFOFOFOGASGASGASSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTDDSS459545954598459445954599459745964595-3.38%-3. 0 0 %-2.48%-0.98%-1.19%-2.87%-0.90%-1.84%-3. 0 0 %-2.35%-0.99%-1. 1 6 %-0.03%-1.44%-1.01%-2. 6 5 %-0.51%-1.62%-3.57%-3. 3 6 % -2. 5 3 % -1. 7 1 %-0.43%-0.56%-1.00%-1.08%-6 .47% -9.48 %-2.27%-3. 8 0 % -3.00%-4.25% -2. 9 1 %-3.81%-0.85%EG: 4597.50EG: 4597.41FG: 4595.04FG: 4594.54FG: 4594.94FG: 4593.59FG: 4594.68FG: 4594.71FG: 4593.32FG: 4598.03FG: 4598.51FG: 4596.55EG: 4599.39EG: 4599.40EG: 4599.05EG: 4598.89EG: 4597.40EG: 4596.99-1.01% -1. 8 8 % -0. 9 9 % -2. 0 0 %HYD8''W 8''W 8''W 8''W 8'' W 8'' W 8''W8''W8''W8''W8''S8''S8''S8''S8''S8''S8''S8''SSS1.5'15.0'1.5'12.0'1.5'VARIES0'20'40'60'C1.3AS NOTEDGRADING ANDDRAINAGE PLANCKHEC Nov 02, 2022 - 1:55pmCAD FILE: M:\213624\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 17 ROYAL WOLF WAY BOZEMAN, MT11/02/202221362422x34 originals SCALESHEET TITLEDESIGN BYP R E L I M I N A R YMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASRENI G ENETIE INTO EXISTINGROADWAYTIE INTO EXISTINGCURB & GUTTERNOTES: - FG CONTOUR INTERVAL = 0.5' - EG CONTOUR INTERVAL = 1.0'PROPOSED CURB& GUTTERPROPOSED 5'SIDEWALKPROPOSED 30'x15' STORMRETENTION POND - 363 CFVOLUMEPROPOSED 30'X15' STORMRETENTION POND CROSS SECTIONROYAL WOLF ROADFF=4595.50'FF=4596.50'4:1MAX WATER ELEVATION: 4598.37TIE INTO EXISTINGROADWAYTIE INTO EXISTINGCURB & GUTTERTIE INTO EXISTINGCURB & GUTTERTIE INTO EXISTINGCURB & GUTTERPROPOSED 60'X12' STORMRETENTION POND CROSS SECTION4:1MAX WATER ELEVATION: 4594.71PROPOSED 70'X60'X45' STORMRETENTION POND CROSS SECTION4:1MAX WATER ELEVATION: 4594.94PROPOSED 60'x12' STORMRETENTION POND - 540 CFVOLUMEPROPOSED 70'x60'X45'STORM RETENTION POND -1,368 CF VOLUMESTEM WALL TO BE 2' ABOVE FINISHEDFLOOR ALONG THE SOUTHERNCORNER OF PROPOSED BUILDINGPROPERTY LINEPROPOSED UTILITY EASEMENTEXISTING BURIED GAS LINEEXISTING OVERHEAD POWEREXISTING UNDERGROUND FIBEREXISTING 8" SEWER MAINEXISTING SEWER SERVICE LINEPROPOSED 6" SCH 40 PVC SEWER SERVICEEXISTING 8" DUCTILE IRON WATER MAINPROPOSED 1.5" COPPER WATER SERVICEEXISTING 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''SSEWWATSHYDSTPROPOSED CURB CUTAND SIDEWALK CHASE