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Home My WebLink About013 - Grading and Drainage Plan 1 * * * * * * * * * * >>>>>>>>>>>>>>>>>>>>R/W R/W R/W R/W T T E E E E EE TV 46754674 46734672 4671 4669 4670 467046704670 46714670 467746 77 4678 4677467546734672 467346724 6 7 446724669 4673 E E E E E T T T TS 6''S 6''S 6''HY DSWSWSWSWSWSWSW>>>>>>SWJOIN EXISTING 4672.87 JOIN EXISTING 4673.15 TBC 4672.32 TBC 4672.09 TBC 4671.36 TBC 4671.08 TBC 4670.93 TBC 4670.81 TBC 4670.84 TBC 4670.95 TBC 4671.31 TBC 4671.45 TBC 4672.18 TBC 4672.44 TBC 4672.07 TBC 4673.02TBC 4672.08 TBC 4671.55 TBC 4672.60 TBC 4671.93 TBC 4671.14 TBC 4670.76 TBC 4670.31 TBC 4669.86 TBC 4669.66 TBC 4671.88 TBC 4671.89 TBC 4671.50 TBC 4671.56 TBC 4671.10 TBC 4670.88 TBC 4670.91 TBC 4670.98 TBC 4670.50 TBC 4670.39 TBC 4671.98 TBC 4671.94 TBC 4672.34 TBC 4671.77 TBC 4672.23 TBC 4671.40 TBC 4671.42 TBC 4672.13 TBC 4672.13 TBC 4671.75 TBC 4671.42 TBC 4671.41 -3.3% -1.5%-1.5%-1 . 5%-4.0%-3.3%TBC 4670.05TBC 4669.23 -1.4% -0.9% -1.5 % -3.3% -1.3% -1.2%-1.6% FG 4671.34 FG 4671.24 TBC 4671.78 FG 4670.18 FG 4670.19 TBC 4672.24 FG 4671.58 FG 4671.71 FG 4671.17 FG 4671.12 JOIN EXISTING 4677.00 FG 4676.52 JOIN EXISTING TBC 4676.43 FG 4675.54 FG 4675.50FG 4673.86 FG 4673.75 FG 4672.00 FG 4672.09 JOIN EXISTING 4670.00 JOIN EXISTING 4670.00 -2.0%-4.8%-6.5% -0.3 % -0.3 % -0.8% -1.2%-1. 6 % -1.7 %-0.0%FG 4672.06 FG 4672.00 4671.90 FG 4669.43 FG 4669.11 -0.5%FG 4671.74 FG 4671.74 TBC 4670.00 TBC 4669.60 TBC 4669.55 TBC 4669.49 TBC 4669.62 FG 4669.19 -2. 9 %-1.8% -1.2%467046704670 4 67 0 4670 4670 46704670 4670 4669 4671 4674 FG 4672.00 4672.00 TBC 4672.59TBC 4672.07 -0 . 8% -1.6%-1.4%-4.8% FG 4671.76 TBC 4671.71 TBC 4671.77 FG 4672.49 FG 4672.31 FG 4672.10 FG 4672.04 FG 4671.92 FG 4671.97 FG 4671.89 FG 4671.98 FG 4671.90 FG 4671.81 FG 4671.73 FG 4671.78 FG 4671.83 FG 4671.77 FG 4671.98 FG 4671.82 FG 4672.41 TBC 4672.36 TBC 4671.82 FG 4671.89 FG 4671.84 FG 4672.06 FG 4672.39 FG 4672.62 FG 4673.46FG 4673.34 -2 .2% -2 .8% -1 . 1% -1.1%-2 .4% -0.1% FG 4672.08 TBC 4671.66 TBC 4671.66 TBC 4672.13 RIM 4672.07 RIM 4672.03 RIM 4672.02 4673 4672 JOIN EXISTING 4671.94 TBC 4671.73 TBC 4671.55 46724671 & ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 8/30/23 08:31 KYLE.DRUYVESTEIN F:\7350 TIDAL WAVE AUTO SPA, NORTH 19TH, BOZEMAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\6 - GRADING AND DRAINAGE.DWG;256 --- DJ&A, P.C. 08/25/2023 7350 MR KD KD GRADING AND DRAINAGE PLANBOZEMAN, MT TIDAL WAVE AUTO SPA SCALE IN FEET 0 15 30 GRADING SHEET NOTES: CONTRACTOR TO ENSURE ADA COMPLIANCE AT ADA PARKING STALLS, ACCESS AISLE AND SIDEWALKS. CONTRACTOR SHOULD CONSULT WITH THE AVAILABLE GEO TECH REPORT FOR THIS PROJECT SITE. EXCAVATION DIFFICULTY SHOULD BE ANTICIPATED AND THERE IS POTENTIAL FOR BOULDERS TO BE ENCOUNTERED. CONCRETE SIDEWALKS TO HAVE A MAX 2% CROSS SLOPE AND A MAX 5% RUNNING SLOPE. DOWNSPOUTS (DS) 1-6 WILL DAYLIGHT DRAIN. DOWNSPOUTS (DS) 7-13 WILL RUN UNDERGROUND AND TIE INTO A 12" HDPE CORRUGATED PIPE THAT WILL DAYLIGHT TO THE RETENTION POND. CONTRACTOR TO ADJUST UTILITY APPURTENANCES TO GRADE, AS NECESSARY. DS #4 DS #3 DS #8 IE: 4670 DS #9 IE: 4670 DS #10 IE: 4670 NEXISTING CONTOURS, TYP. PROPOSED CONTOURS, TYP. 8' WIDE LANDING 8' WIDE LANDING 8' WIDE LANDING PROPOSED CONTOURS, TYP. DRAINAGE SWALE, TYP. 0.5' CURB CUT, TYP.DS #7 IE: 4670 DS #5 DS #6 CONTRACTOR TO GRADE LANDSCAPING AWAY FROM BUILDING TO PROMOTE POSITIVE DRAINAGE