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HomeMy WebLinkAbout059 - C401 Enlarged Grading Plan (North)289.22'199.71'427.50'SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDD SDSDSDSDSDSDSDSDBPBPBPBPBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BTBTBT BT BT BT BTBTBT BT BPBP BP BP BP BP BP BP BP BP BP BP BPBPBP BP BP BP BPBPBP BP BP BP BP BP BP BPBPBPBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBPBP BP BP BP BP BP BP BP BPBPBP BT BT BT BT BT BT BT BT BT BT BT BTBTBPBP BP BP BP BP BP BP BPBPBP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBP BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBT BT BP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBPBP BP B BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPFFE: 4991.26 FFE: 4991.57 FFE: 4991.50 FFE: 4991.40 FFE: 4991.50 -2 .39% -2. 9 0% 90.68 91.44 91.03 91.48 91.48 91.40 91.40 91.22 91.11 90.65 90.58 90.51 90.88 91.6691.98 91.7891.86 91.78 91.7891.32 91.14 91.38 FG 90.76 90.76 FG 90.76 FG 91.07 90.94 -1.50%-1.97% 90.32 90.37 90.22 90.17 90.04 89.97 89.89MEG 89.78 MEG 89.89 89.97 -5.98%-2.88% -1.29% 89.92 89.92 89.93 89.95 -0.97% -0.20%-1.41%-1.51%-0.32%90.13 90.11 89.65 89.65 90.41 90.41 91.57-1.75%90.26 90.26 90.26 90.29 91.50 91.41 90.82 90.82 FG 90.90 91.40 91.35 90.05 90.08 91.05 91.07 91.00 FG 91.00 -4.65%-2 .39% 90.98 91.50 91.75 92.13 -2.12%-2.63%-2.38% >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 90.34 -1.18%-0.93% 90.71 91.70 92.20 -2.18% -5.15%-1.36%-1.00%-1.00%-0.78% -1.37% 91.50 91.41 90.08 90.0890.80 -1.32% 90.50 91.17 91.26 90.76 90.76 -1.14%90.36 90.17 91.48 90.87 -3.97%-6.77%-5.21%-14.73% -15.67% -2. 3 7 %-2.00%-1.15%-0.50% -2.24%-1.28%91.3591.35 91.44 91.44 -0.73%-1.75%FG 91.07 0.00% 91.33 91.43 91.50 91.44 91.44 91.50 91.50 91.50 91.50 91.50 91.50 91.50 91.44 -1.63%-1.50% FG 90.76 90.63 90.98 FG 91.07 -1.39%90.90 90.30 -0.52% FG 90.90 89.90 89.76 89.85 89.81 -2.02%-0.50%-1.75%MEG 90.17MEG 90.17 -1.75%-1.58%FG 91.00 -0.75%-1.60% 90.92 90.92 FG 91.00FG 91.00 FFE: 4992.20 -1. 2 1 %-1.00%91.62 91.62 FG 91.70FG 91.70 -6.57%91.61 91.39 91.32 MEG 91.16 MEG 91.49 91.53 -6.20%-5.25%-1.48% -1.41% -1.36% 91.06 MEG 91.06 MEG 90.43 -6.17 % 91.20 91.42 91.47 91.46 91.44 91.41 91.39 91.31 91.28 91.19 91.16 91.08-3.63%-0.24%-0.76%-1.57%-3.14%-5.76%-8.31%92.73 FG 92.82 92.73 FG 92.82 -1.00%92.35 92.69 90.85 91.00 91.00 91.37 91.70 92.69 93.19 91.96 92.04 FG 92.69 92.61 -1.00% FG 92.69 92.61 92.1093.11 93.34 93.43 93.32 FFE: 4991.5090.43 FFE: 4993.19 FFE: 4993.32 93.23 92.22-1.20%-1.1 7 % 92.1191.19 -0.80% 90.99 91.03 91.6192.33 92.3292.39 -1.50%-4.45%-1.00%-1.08%-0.00%90.03 90.03 -6.47%-5.45% -2 .82%-5.61%-1.89%- 2 . 1 9% 90.98 -1.00% -1.00%-1.86%87.77 87.88 89.40 91.23 -5.67% 91.12 4991.70 92.03 -1. 7 0 % 4989.53 -1.87%-1.85%-1.85%-1.85%-1.00% -6.90%-7.63% TOP OF POND 4989.86 BOTTOM OF POND 4989.34 -0.10%-1.81%-3.20%-1.41%4989.78 4989.784990 49894989499049884991 4991499049894991 -2.22%-4.32%-7.07%-7.30%-0.82% -2.9 3 %-1.15%-2.25% -12.93% -14.21% -2. 2 1%-7.54%-2.16%-1.08 % 4991 4991 4993 4992 4990 4991 4989 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.CANTER AVENUENo. 49499 CELINE M PROFESSIONAL E N G INEERM O N TANA LICENSED SAUCIER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2023COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\019 - SWX SITE PLANS 1-3\ACAD\SHEETS\002 BLOCK 5 LOT 2 SHEETS\C400 GRADING 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 Aug/01/2023 SRX BLOCK 5 LOT 2 BOZEMAN MONTANA ENLARGED GRADING PLAN (NORTH) 5659.019 8 C401 CMS CMS JAU 8/1/2023 10 205100 SCALE IN FEET T CATCH CURB SPILL CURB TRANSITION CURB (T) TOP BACK OF CURB ELEVATIONTBC EDGE OF GUTTER ELEVATIONEG LEGEND GRADE BREAK LINE (SEE NOTE 3) TOP OF WALL ELEVATIONTOW 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. 4.SEE ARCHITECTURAL PLANS FOR FINISHED GRADE ELEVATIONS ADJACENT TO BUILDING 2 STAIRS 6.6" STEPS 2 STAIRS 6" STEPS 2 STAIRS 6.6" STEPS 2 STAIRS 6" STEPS EX 8" STUB INV IN: 4987.18 2 STAIRS 6" STEPS 2 STAIRS 6" STEPS 2 STAIRS 6" STEPS 2 STAIRS 6" STEPS 6LF OF 8" CULVERT @ 1.7% SLOPE 6LF OF 8" CULVERT @ 1.7% SLOPE 7LF OF 8" CULVERT @ 1.7% SLOPE PROPOSED EARTHEN TRIANGULAR WEIR GRADE TO EXISTING SWALE