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HomeMy WebLinkAbout11 C202-GRADING & DRAINAGE PLANLOT 12 1.40 acs. 265.14'N0°00'00"E228.57'S0°02'56"W 231.11'SD SD SD SD SD SD SD SD SD SD SD SDSSSSS41.11 41.05 41.05 41.26 41.26 41.05 41.05 41.26 40.94 40.76 40.66 40.61 40.74 40.87 40.98 41.07 41.34 41.28 41.03 41.26 41.47-3.05%-1.75%-1.47%-1.75%-1.54%-1.70%-0.00%-1.37%-0.47%-0.51%-1.75%41.26 -1.51%-1.75%-13.42% - 2 0 . 8 7% -9.80% 0.00%-30.80%-10.15%-30.07%-1.54%-1.54%-1.47%-56 .88% -56 .88%-0.71%4742 4743 47384740-0.73 % -0.9 0 % -0. 9 6 % -1 . 3 6% 39.63 39.72 41.16 -1.68%-1.07%-1.75%-1.75%-1.86%-2.38% 38.04 38.00 37.65 38.18 -0.58%-5.00%-0.62%40.87 40.87 41.2641.26 40.87 40.87 41.2641.26 40.87 40.87 41.26 41.00 39.62 39.74 -5.41%- 1 .9 1% -3.4 1 % 40.15 40.22 40.40 40.45 40.31 40.36 41.19 41.24 41.26 -30.80%-7 . 0 3% 42.37 42.42 42.86 42.92 41.39 41.50 41.50 41.5041.50 41.50 41.3241.3241.38 41.32 41.32 41.50 41.41 41.43 41.57 41.22 41.21 41.14 43.4343.39 42.79 40.71 40.82 43.34 43.34 -1 . 6 4% VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2022COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\009 NWX BUILDING B SITE PLAN\ACAD\SHEETS\C201 CIVIL GRADING & DRAINAGE PLAN.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle PLOTTED BY:CELINE SAUCIER ON Feb/04/2022 NWX BUILDING I BOZEMAN MONTANA CIVIL GRADING & DRAINAGE PLAN 5659.009 6 C202 CMS CMS MEE 10/2021 20 4010200 SCALE IN FEET NOT FOR CONSTRUCTION PROPOSED BUILDING FFE = 4741.50 GENERAL NOTES 1.ALL STORM DRAIN MANHOLES SHALL BE 48-INCH DIAMETER, CONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS. MANHOLES INDICATING “RIM=” SHALL HAVE SOLID COVERS, THOSE INDICATING “GRATE=” SHALL HAVE SLOTTED (GRATED) COVERS, AND THOSE INDICATING “TBC=” SHALL HAVE CURB INLET TYPE SLOTTED COVERS. 2.SPOT ELEVATIONS ALONG CURB LINES AND SIDEWALK EDGES ARE TOP BACK OF CURB (TBC) AND TOP OF SIDEWALK ELEVATIONS. SUBTRACT 0.50' (SPILL CURB) OR 0.37' (CATCH CURB) TO OBTAIN EDGE OF GUTTER (EG) ELEVATION AT THE ASPHALT/GUTTER LINE. 3.GRADE BREAK LINES (SEE LEGEND): USE STRAIGHT-LINE INTERPOLATION TO DETERMINE FINISHED GRADE ELEVATIONS BETWEEN INDICATED SPOT ELEVATIONS. T CATCH CURB SPILL CURB TRANSITION CURB (T) TOP BACK OF CURB ELEVATIONTBC EDGE OF GUTTER ELEVATIONEG LEGEND GRADE BREAK LINE (SEE NOTE 3) Know what's below. before you dig.Call R Know what's below. before you dig.Call R THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. WEST OAK STREETTWIN LAKES AVEPROPOSED RAMP WITH HANDRAIL SEE 5/C500 2 STAIRS W/ STEP RISE 6" SEE 5/C500 3 STAIRS W/ STEP RISE 6" SEE 5/C500 4 STAIRS W/ STEP RISE 6.5" SEE 5/C500 PROPOSED DRY WELL RIM: 40.21 INV IN: 4738.57 PROPOSED NYLOPLAST INLINE DRAIN WITH STANDARD GRATE (TYP.) 8" STORM PIPE @1% SLOPE (TYP.) PROPOSED RAMP SEE 5/C500