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WW W -3.23%-2.67%-1.31%PROPOSED BUILDINGFFE: 4597.00-6.39%-6.35%EX SDMH #5RIM: 4596.1015" INV IN (E) = 4590.6115" INV OUT (N) = 4590.41PROPOSED SDMH15" INV IN (S) = 4590.1315" INV OUT (W) = 4589.93EX 45.56LF 15" HPSTORM @ 0.62% SLOPE94.5 LF OF 15" HPSTORM @ 0.68%PROPOSED SDMH15" INV IN (E) = 4589.2915" INV OUT (N) = 4589.09335 LF OF 15" HPSTORM @ 0.68%96.3796.6896.7996.5696.3996.1596.1695.3495.6295.8196.1896.3196.5296.2895.6995.5695.2397.0496.7397.0094.2894.6293.2794.0593.8396.1795.8295.9396.4096.1696.1696.2296.0496.3296.7796.2096.55-0.82%-0.98%-0.88%CURB INLET 1TBC: 95.34INV OUT (N): 91.44-1.00%0.00%-6.78%
-1.75%
-1.75%
-1.71%95.73MEG 95.36MEG 95.74-1.90%-1.41%-1.34%14 LF OF 15" PVCPIPE @ 1% SLOPECURB INLET 2TBC: 95.23INV IN (S): 91.30INV IN (E): 91.30INV OUT (NW): 91.30148.5 LF OF 15" PVCPIPE @ 0.5% SLOPECURB INLET 3TBC: 93.27INV IN (S): 90.56INV IN (E): 90.56INV OUT (N): 90.5617.4 LF OF 15" PVC@ 0.5% SLOPE-8.25%-1.28%-2.85%-0.31%-1.00%96.6896.2196.5896.2596.6796.0696.2295.774596
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5" NDS PRO SERIES PRESLOPED TRENCH DRAINOR APPROVED EQUAL @ 0.7% SLOPE4" INV OUT: 4592.1579LF OF 12" PVC @ 0.75% SLOPEINV OUT: 4592.0SEE PLUMBING PLANS FORCONTINUATION INTO BUILDING12" SD INV: 91.88'15" SD INV: 88.32'96.8893.00-0.92%6" PIPING OUT OFTRNECH DRAININV OUT: 4593.00-0.00%-1.00%CONNECT @INV: 91.41-3.21%
-2.32%
-1.76%97.00PROPOSED 100 GPMPOLYETHYLENE OIL/SANDSEPARATORINV IN (N): 92.52'INV OUT (W): 92.27'5" NDS PRO SERIES PRESLOPED TRENCH DRAINOR APPROVED EQUAL @ 0.7% SLOPE4" INV OUT: 4592.4593.0097.0093.000.00%TOW 98.0096.916" SD INV: 92.12'15" SD INV: 88.48'64 LF OF 6" PVCPIPE @ 1.5% SLOPE96.77N0°01'20"E 497.68'
S2°00'58"W 512.38'
S2°00'58"W
N2°00'58"E
342.68'213.19'222.63'N87°59'02"W 435.82'108.74'S0°01'20"W 505.04'-4.80%-1.33%-2.34%-7.12%-2.76%-9.48%92.7595.00PROPOSED SWALE@ 1.0% SLOPE204010200SCALE IN FEETC5.1SITE PLAN REVIEW1/13/20222008STELLA FRIA
BRONKEN WAREHOUSE
3345 PRINCE LANE, BOZEMAN, MT
GRADING AND DRAINAGE PLAN SOUTH
9/24/2021 9:45:22 AM GENERAL 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.4.SEE ARCHITECTURAL PLANS FOR FINISHED GRADE ELEVATIONSADJACENT TO BUILDINGTCATCH CURBSPILL CURBTRANSITIONCURB (T)TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGLEGENDGRADE BREAK LINE (SEE NOTE 3)No. 49499CELINE MPROFESSIONALENGINEER MONTANALICENSEDSAUCIERCOPYRIGHT 2019ISSUEDATEDESCRIP.112/3/21SP REV 12