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HomeMy WebLinkAbout013 - Grading PlanE SW 12''S W 1 2 ' ' SW SW SW SWSWSWSWSW >>>>>>>>>>>>>>> * >GWMEW EW EW EW EW Building FFE = 4726.60 -2.0%-4.2% -3.3% -3 .8%-4.9%-4.4% -2 . 6% -1.4%-2.7%-2.5%-1.6% -1 .1% -2 .2%-1.4%-1.2%-2.0%4725472 5 4725-2.3%-1.7%-1.7%-1.7% -1.9% -2 .3% -4.3% -4.4%-4.4%-3.8%-3.5% -3.7%-2.9% -4.2% -2.0%-1.0%-2.0%-0.3% -3.5% -0.8%-1.6%-2.1%-1.9%-3.2%-1.6%-1.5%-3.6% 0.9%2.0%-1.2% 0.0%-1.5%0.0%-1.5%-1.7%0.2%-1.5%-1.1% -1.6% -1 . 9% 0.0%-1.8%-2.9% -0.1%-0.6%-0.3% -0.5%-0.6%0.1%3.6%-1.6% 4726 4727 4726 4724 4723 4724 4723-0.4%-2 .7% -5.5%-1.1%-9 .1%-6.9%-1 . 7% -2 .3% -2 .2% -5.6% -2.2% -7.3% 4725.52 EOA 4725.24 TBC 4724.63TBC 4724.26TBC 4724.85 TBC 4725.01TBC 4725.32 TBC 4725.83TBC 4726.44 TBC 4725.91 TBC 4725.64TBC 4725.55TBC 4725.15TBC 4725.01 TBC 4724.19TBC 4724.57 TBC 4722.80TBC 4723.14TBC 4723.19 TBC 4723.37 TBC 4723.59TBC 4724.11TBC 4723.97 TBC 4723.64 TBC 4723.54TBC 4724.42 TBC 4723.68TBC 4724.21TBC 4724.19 TBC 4724.25 TBC 4724.45 TBC 4724.35 TBC 4725.01TBC 4725.49TBC 4725.01 TBC 4725.13 TBC 4725.15 TBC 4725.28TBC4728.23 TBC 4727.71TBC4728.16TBC 4728.12TBC 4728.30 TBC 4728.29 TBC 4728.33 TBC 4727.98 TBC 4728.10 TBC 4727.88TBC 4729.40TBC 4727.99TBC 4728.67TBC 4727.52TBC 4727.59 TBC 4726.62 TBC 4726.50TBC 4726.40TBC 4726.58TBC 4726.39 TBC 4726.03 TBC 4725.93 TBC 4726.21TBC 4726.44TBC 4725.06 TBC 4724.93TBC 4724.89TBC 4724.86TBC 4724.82TBC 4724.26 TBC 4724.91 TBC 4725.23 TBC 4725.72TBC 4724.09 TBC 4724.89 TBC 4724.68 TBC 4724.22TBC 4724.31TBC4724.50 TBC 4724.56TBC 4725.18 TBC 4725.27 TBC 4724.84TBC 4724.91 TBC 4725.02TBC 4725.24 TBC 4724.77TBC4724.86TBC 4725.39TBC 4725.23TBC4725.19TBC 4725.94TBC 4726.12TBC 4726.17 TBC4726.47TBC 4726.35TBC4726.18 TBC 4726.46 TBC 4726.66 TBC 4726.43 TBC 4726.52 TBC 4726.72TBC 4726.96 TBC 4726.66 TBC 4726.27 TBC 4726.27TBC 4726.28 TBC 4726.50TBC 4726.71TBC 4726.59 TBC 4726.29 TBC 4728.29TBC 4726.23 TBC 4726.24 TBC 4726.27TBC 4726.30TBC 4726.00TBC 4725.91 TBC 4726.06TBC 4725.80 TBC 4725.57TBC 4725.56TBC 4725.80TBC 4724.42 GRATE EL 4725.23RIM EL 4722.33GRATE EL 4723.49GRATE EL 4725.83 FG 4726.54FG 4725.37FG 4726.37FG 4726.88FG 4726.42FG 4726.36FG 4726.60FG 4726.55 FG 4726.54FG 4726.75 FG 4726.41FG 4726.44 FG 4726.37 FG 4726.42 FG 4726.40FG 4725.56FG4726.13 FG 4725.89 FG 4725.50 FG 4725.77 FG 4728.03FG 4728.07 FG 4727.61FG 4725.90 FG 4727.67FG 4726.67FG 4723.81FG 4724.67 FG 4724.25 FG 4724.23 FG 4724.59FG 4724.92FG 4726.27 FG 4726.41FG 4726.22FG 4726.59FG 4727.45TBC 4727.38TBC 4726.87TBC 4726.81TBC 4727.25 TBC 4727.18TBC 4727.38TBC 4727.47 TBC 4727.53 TBC 4726.37TBC 4726.63 FG 4726.87 FG 4724.95 FG 4724.92 FG 4724.86FG 4724.86 FG 4726.18FG 4725.40FG 4726.54 FG 4725.88 FG 4725.50 TBC 4725.30TBC 4725.27 TBC 4725.41 TBC 4724.93 FG 4724.87 FG 4724.99 FG 4725.03FG 4725.03FG 4725.83 TBC 4725.41TBC 4727.98TBC 4727.91TBC 4728.03TBC 4728.10TBC 4725.89FG 4725.31FG 4726.24FG 4726.42 FG 4725.89 FG 4723.60 TBC 4723.44TBC 4723.40 TBC 4723.47TBC 4723.50TBC 4722.85 TBC 4724.96RIM EL 4724.72 RIM EL 4725.56FG 4725.30FG 4725.56 FG 4725.56 FG 4725.30FG 4725.30 FG 4724.85EOA 4724.71 EOA 4725.22 EOA 4725.47TBC 4726.49 FG 4726.49 FG 4725.61RIM EL 4724.15TBC 4724.20FG -3 .6% & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 1/18/24 16:46 BRYANA.ZUIDERWEG F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\07 - GRADING PLAN.DWG;227 --- DJ&A, P.C. 01/16/2024 7348 MR BZ BZ GRADING AND DRAINAGE PLAN BOZEMAN, MT PROJECT ECHO NORTH PARK WYNDHAM HOTEL NSCALE IN FEET 0 20 40 GRADING SHEET NOTES: 1.CONTRACTOR TO ENSURE ADA COMPLIANCE AT ADA PARKING STALLS, ACCESS AISLE AND SIDEWALKS. 2.CONCRETE SIDEWALKS TO HAVE A MAX 2% CROSS SLOPE AND A MAX 5% RUNNING SLOPE. 3.DOWNSPOUTS WILL SURFACE FLOW TO INLET 3. 4.INLETS 2 & 3 FLOW TO INLET 1. INLET 1 FLOWS FROM INLETS 2 & 3 TO THE ADS CHAMBER SYSTEM. SEE SHEET DETAILS FOR CONNECTIONS. 5.CONTRACTOR TO GRADE LANDSCAPE AREAS TO UNDERDRAINS OF SIDEWALKS TO ENSURE DRAINAGE AWAY FROM BUILDING & INTO THE PARKING LOT. N NPSSROFE OI NOM AT A AL E EEN G INRMICHAEL T. RUSSELL No. 59647PE SPILL CURB/GUTTER VALLEY GUTTER CATCH CURB/GUTTER DRAINAGE PLAN KEY: #STORM CURB INLET I.D. NUMBER (SEE DETAILS) DOWNSPOUT I.D. NUMBER# 1 3 4 1 1 KEY NOTES ADS CHAMBER SYSTEM (SEE DETAILS) OR APPROVED EQUAL. MINIMUM STORAGE CAPACITY REQUIRED = 5383 CUBIC FEET. 12-INCH Ø HDPE STORM SEWER PIPE. SEE DETAILS FOR PIPE LENGTHS & GRADES. 6-INCH Ø HDPE STORM SEWER PIPE. SEE DETAILS FOR PIPE LENGTHS & GRADES. 1 2 3 2 2 2 3 3 2 WHEAT DRIVEMANDEVILLE LANEEXISTING GROUND CONTOUR, TYP. FINISHED GROUND CONTOUR, TYP.FINISHED GROUND CONTOUR, TYP. 123 # SW # EXISTING GROUND CONTOUR, TYP. 4 STORM MANHOLE I.D. NUMBER (SEE DETAILS) SEE MANDEVILLE LANE DRAWINGS SEE MANDEVILLE LANE DRAWINGS