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Home My WebLink About002_C1.2.4_GRADING PLAN (2)_01052022L=136.71'15.00'N58° 28 '18 "E 22 6 .94 'N58° 2 8 ' 18 "E 229 . 91 'TVTVSGVMWPPTTWVWVXXX X WWWWWWWWW W W W W W W W DYHDYHDDDTT WVWVWVWVWVWVWWWWWWWWWW46484649 4 6 4 6 46 4 6 4646464546454647464846464649 464830SDFOFOFOFOFO FO4W4W4W4W4W4W4WEEEEEE SDSDSDSDSDSDSDSDSDSDSDSDSDSDSS SS SS SSSSSSSSSSSSSSSSSS WS WS WS WS WS WS WS WS WS WS S D S D S D SDSDSDSDSDSDSD30SD 30SD 30SD 30SD 30SD49.6649.1348.4948.2048.3748.5547.6547.4347.2647.3547.4747.6247.5047.4147.4347.4747.5848.1247.9948.0947.5847.3547.2247.4147.0747.2346.5646.4746.4746.5646.6746.6546.6046.4846.4146.3446.6846.6646.4646.9746.9646.9146.8146.4746.6846.8847.2547.4747.1947.0547.0146.9446.5246.6446.7345.9845.7746.1346.1946.4346.7846.7846.7846.7846.7846.6846.0846.1546.0946.0145.9846.3546.3246.3746.3746.3246.2646.3549.5548.2048.0747.9948.0648.1949.4149.42-1.01%-3.73% -1.22% -1 . 4 9 % -1.35 %-1.44%-1.46% -1.35 % -0. 9 6 %5C3.1.3BBSECTION B-BSEE DETAIL46.8446.8446.9047.0046.6547.13-1.94%-3.10%0.50%-1.01%-1.17% -1 . 0 0%46.7846.8447.00-1.52% -1.44% -2. 1 1 %-1.13%48.4248.84-1.93 % -1.93 % -2.55 %-1.32%46.97-1.13%-1.41% -1 .17% - 2 . 4 5% -2.78%-3.58%-4.22% -1. 5 1 %-1.00%-1 . 4 9% -1. 4 2 % -1.89 %48.0848.0748.04-0 .02% -1 . 19%0.66% -1.2 4 % -1.94% -2. 5 5 %46464646 464746.3046.66-0 .01% -1 .01% -0. 7 9 %-1.02%46.4846.540.35%-0.44%-1.00%46.9547.14-2.53%-3.23%-2.66%-1.06%-1.68% -1 .00%-1.95%-0.27%-1.03%-0.86%-0.34%-1.72%49.3749.504646.92-7.42%4645 46.2548.4349.7649.7747.0046.9647.4247.9147.9847.8449.6646.70-7.00%46.7246.72-1.13%46.4046.38-2.25%-1.00%45.8846.8046.70-0.29%- 0 . 75% - 1 . 11%-2.21%46.1446.0345.4845.37-2.20%30' WATERCOURSESETBACK50' WATERCOURSESETBACKPROPOSED RETENTION POND4:1 SIDE SLOPES2'-1/2" DEEP WITH 1' FREEBOARDTOP OF POND 45.5'BOTTOM OF POND 43.0'issue dateproject #phasesheet project ownerrevisiondateC1.2.4GRADING PLAN (2)21012.00VANCE THOMPSON VISION BID & PERMIT SET INV OUT: 43.06" STORM DRAININTO BUILDINGINV OUT: 44.83SEE PLUMBING PLANSFOR CONTINUATION111.8LF OF 6" PVCSTORM PIPE @ 1.1%24LF OF 15" PVCSTORM PIPE @ 0.5%CURB INLET 4TBC: 45.88INV IN (SW): 43.12INV OUT (W): 43.1266LF OF 15" PVCSTORM PIPE @ 0.5%CURB INLET 3TBC: 46.38INV IN (NW): 43.45INV OUT (NE): 43.45107.9F OF 12" PVCSTORM PIPE @ 0.5%CURB INLET 2.1TBC: 46.47INV IN (NW): 43.99INV OUT (SW): 43.9954.6LF OF 6" PVCSTORM PIPE @ 1.5%31.8LF OF 8" PVCSTORM PIPE @ 0.5%CURB INLET 1TBC: 46.52INV OUT (SE): 44.15GENERAL NOTES1.ALL STORM DRAIN MANHOLES SHALL BE 48-INCH DIAMETER,CONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS.MANHOLES INDICATING “RIM=” SHALL HAVE SOLID COVERS, THOSEINDICATING “GRATE=” SHALL HAVE SLOTTED (GRATED) COVERS, ANDTHOSE INDICATING “TBC=” SHALL HAVE CURB INLET TYPE SLOTTEDCOVERS.2.SPOT ELEVATIONS ALONG CURB LINES AND SIDEWALK EDGES ARETOP BACK OF CURB (TBC) AND TOP OF SIDEWALK ELEVATIONS.SUBTRACT 0.50' (SPILL CURB) OR 0.37' (CATCH CURB) TO OBTAINEDGE OF GUTTER (EG) ELEVATION AT THE ASPHALT/GUTTER LINE.3.GRADE BREAK LINES (SEE LEGEND): USE STRAIGHT-LINEINTERPOLATION TO DETERMINE FINISHED GRADE ELEVATIONSBETWEEN INDICATED SPOT ELEVATIONS.TCATCH CURBSPILL CURBTRANSITIONCURB (T)TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGLEGENDGRADE BREAK LINE (SEE NOTE 3)6" STORM DRAININTO BUILDINGINV: 44.75SEE PLUMBING PLANSFOR CONTINUATIONSDMH 2RIM: 46.70INV IN (SE): 41.40INV OUT (N): 41.405.4LF OF 8" PVCSTORM PIPE @ 0.5%CURB INLET 2TBC: 45.98INV IN (NW): 44.02INV OUT (SW): 44.02SDMH 1RIM: 47.18EX INV IN (SW): 42.18INV OUT (NE): 42.18EX 55.4LF OF 30"STORM PIPE @ 0.93%EX SDMHRIM: 48.16EX INV OUT (NE): 41.6677.6LF OF 30" PVCSTORM PIPE @ 1%PROPOSED BUILDINGFFE = 4647INV OUT: 43.5EMERGENCY OVERFLOWWEIR INV: 45.0'TRENCHDRAINNo. 49499CELINE MPROFESSIONALENGINEER MONTANALICENSEDSAUCIER100% BID & PERMIT10.29.20215 02/25/2255555555