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HomeMy WebLinkAbout11B- GRADING & DRAINAGE PLANSWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEWHYD6''W6''W6''WSOUTH CHURCH STREETWATWATWATWATWATWATWATWAT2''FM2''FM2''FM2''FMSEW2''W 2''W 2''W2''W2''W2''W2''W2''W2''W2''W6''W6''WHYD1''W1''W1''W>>>>>>>>>>>>>>>>>>SSEWSEW48454850FG: 4851.41FG: 4851.04FG: 4844.93FG: 4844.06FG: 4844.00FG: 4844.15FG: 4844.42FG: 4845.16FG: 4844.57FG: 4844.29FG: 4844.42FG: 4852.07FG: 4852.33FG: 4852.13FG: 4852.37FG: 4852.87FG: 4852.96FG: 4853.22FG: 4853.23FG: 4852.79FG: 4850.21FG: 4850.74FG: 4853.43FG: 4853.48FG: 4853.37FG: 4853.55FG: 4853.754845 484548 5 0 48500'10'20'30'C1.3AS NOTEDGRADING &DRAINAGE PLANBMHEC Aug 07, 2025 - 4:46pmCAD FILE: M:\213596\Drawings\_Subdivision Review\C 1.3.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. Haley Springs RoadBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252021705 SOUTH BOZEMAN, MT8.7.202521359622x34 ORIGINALS CHURCH AVENUESCALESHEET TITLEDESIGN BYSte. 101MONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENE PROPOSED STORM PONDAPPROX. 951 CF STORAGE(GRADE DOWNSPOUTS TODRAIN TO LOCATION VIA SWALES)PROPOSED STORM PONDAPPROX. 887 CF STORAGE(GRADE DOWNSPOUTS TODRAIN TO LOCATION VIA SWALES)NEW ASPHALT/CURB CUTSTORMWATER DITCH OR 6 IN. DIA. PIPE TOCONVEY PARKING SURFACE RUNOFF ANDROOF DRAINAGE STORMWATER (SLOPE AT0.50% TO ENSURE ADEQUATE DRAINAGE)PROPOSEDTOWNHOUSEFF = 4856.00PROPOSEDTOWNHOUSEFF = 4857.00EXISTING RETAININGWALL TO BE REBUILT-COORD WITH STRUCTURALPROPOSED CONCRETE RETAINING WALLTIE INTO EXISTING SIDEWALK