The URL can be used to link to this page

Home My WebLink About014 - Grading and Drainage Plan 2R/W 4669 4673467046684668 4667466746 7 0 4 6 6 7 4670 4668 46 68 4669TS S 6''S 6''S 6''S 6''SWSWSWSWSWSWSWSWSWSWSWSWSW>>>>>>>>>>>>>>>>>>>SWTBC 4669.99 TBC 4669.59 TBC 4669.95 TBC 4670.11 TBC 4670.19 TBC 4670.22 TBC 4670.44 TBC 4670.77 TBC 4671.10 TBC 4670.96 TBC 4671.40TBC 4671.63 TBC 4671.58 TBC 4671.76 TBC 4671.95 TBC 4671.95 TBC 4671.66 TBC 4672.50 TBC 4672.42 TBC 4671.66 TBC 4671.41 TBC 4671.23 TBC 4671.48 TBC 4671.61 TBC 4671.47 TBC 4671.44 TBC 4671.33 TBC 4672.02 TBC 4672.16 TBC 4672.09 TBC 4672.02 TBC 4671.79 TBC 4671.62 TBC 4671.23 TBC 4670.95 TBC 4670.97 TBC 4670.81 TBC 4670.35 TBC 4668.31 TBC 4669.81 TBC 4669.82 TBC 4668.32 TBC 4669.86 TBC 4670.06 TBC 4671.22 TBC 4671.65 TBC 4670.83 -3.3% -4.2% -1.5% -2.5 % -1.9% -1.0% -2.5% TBC 4669.02 TBC 4668.58 - 2 . 5% -1 . 1% -1.7 % -1. 8 % -1 . 1 % -2.9% -1.5% -1.2% 46664667 4665 4670FG 4668.45 FG 4667.50 FG 4666.50 FG 4666.02 FG 4666.15 -25.0%-25.6%-25.0%-25.0%-25.0% FG 4668.86 FG 4668.24 FG 4668.00 -1.0%-0.5%FG 4672.00 FG 4672.00 -0 .5% -0.5% TBC 4671.56 FG 4671.94 FG 4671.95 RIM 4671.26 RIM 4671.71 RIM 4671.82 4670& ENGINEERS PLANNERS SURVEYORS DESIGNER DRAWN CHECKED PROJ. NO. DATE SURVEYED DESCRIPTIONDATEREVISION SHEET OF 8/21/23 08:44 KYLE.DRUYVESTEIN F:\7350 TIDAL WAVE AUTO SPA, NORTH 19TH, BOZEMAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\6 - GRADING AND DRAINAGE.DWG;257 --- DJ&A, P.C. 08/25/2023 7350 MR KD KD GRADING AND DRAINAGE PLANBOZEMAN, MT TIDAL WAVE AUTO SPA EXISTING CONTOURS, TYP. DS #1 DS #2 DS #11 IE: 4670 DS #12 IE: 4670 DS #13 IE: 4670 SCALE IN FEET 0 15 30NPROPOSED CONTOURS, TYP. RETENTION POND, APPROX. 14,500 CUBIC FT CAPACITY, REQUIRED STORAGE OF 5945 CUBIC FT 12" Ø HDPE CORRUGATED STORM WATER PIPE TO DAY LIGHT INTO DETENTION POND, STORM WATER PIPE TO BE FITTED WITH TRASH & RODENT RACK GRADING SHEET NOTES: CONTRACTOR TO ENSURE ADA COMPLIANCE AT ADA PARKING STALLS, ACCESS AISLE AND SIDEWALKS. CONTRACTOR TO FOLLOW RECOMMENDATIONS OF 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. 6" RIPRAP TO SURROUND OUTLET PIPE TO MINIMIZE EROSION 0.5' CURB CUT, TYP. CONTRACTOR TO ENSURE MAXIMUM DEPTH OF POND IS 2.5' OR LESS CONTRACTOR TO MAINTAIN EXISTING GRADE THROUGH EXISTING PUBLIC UTILITY EASEMENT TO MAINTAIN MANHOLE COVER ELEVATION AND COVER OVER THE SEWER LINE.