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HomeMy WebLinkAbout077 C304 SE Grading PlanN89°52'06"E 1330.04'N0°01'33"E 665.57'S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SDYHDYH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W S 8W8W8W8W8W8W8W8W8W8W8WWSSS SS SS SS SS SS SS SS SSSSD D EE E E E G BPBPBPBPNGBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILNG BP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BPBP UTIL UTIL UTILUTILUTILUTIL UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTILUTILUTILUTILUTILUTILUTILUTILUTIL 8W8W8W8W8W8W8W8W8W8W8W8WWSFIREFIRE8S 8S 8S 8S FIRE FIRE FIREWS 5005 5005 5002 50035007 5006 5008 5001 5002 5006.00SDMH-10 48" Ø MH RIM: 5005.92 15" INV IN (N) = 5003.09 12" INV OUT (S) = 5003.09 SUMP DEPTH = 3.00' 23.4 LF OF 15" RCP @ 0.5% SLOPE STORMTECH S-3B BOTTOM: 5003.09 GW ELEV: 5002.31 STORAGE: 4,952 CF - 1 . 3 1% -1.44% -0 . 8 6 % 4.61 4.74 4.21 4.33 4.47 -6.50%-3.95% -1.79 %-1.84%-1.46%-11.18%4.62 4.62 -0.9%-1.4%5005500650075008500550055006 500650075007 5007 50084.21 4.21 5.78 5.78 5.74 5.74 5.62 5.585.63 5.55 5.99 6.00 5.58 5.51 5.62 5.38 5.99 5.99 5.43 5.34 5.46 5.23 5.49 5.49 5.32 5.24 5.30 5.24 5.48 5.48 5.32 5.24 5.31 5.24 5.49 5.49 5.32 5.24 5.32 8.02 7.39 7.34 7.307.13 6.94 6.94 6.94 7.20 7.20 7.20 7.20 6.70 6.65 6.70 6.65 7.35 7.27 7.77 7.79 5.26 5.28 6.35 4.854.50 6.60 6.36 6.15 6.16 6.43 7.00 7.00 6.70 6.37 6.40 6.60 7.00 7.00 6.79 6.54 6.57 6.73 7.00 7.00 7.33 7.44 7.33 7.20 6.11 6.40 7.41 7.45 7.69 7.67 7.68 7.69 7.90 7.88 7.89 7.89 8.71 8.66 8.73 8.47 8.448.37 8.38 8.45 7.80 7.63 7.537.50 7.51 7.20 7.20 7.33 7.25 7.20 7.20 7.05 6.946.91 7.00 7.00 7.00 6.68 6.50 6.39 6.45 6.52 7.167.13 7.05 7.17 7.03 6.99 5.17 6.91 6.91 6.91 7.11 7.13 8.22 8.46 4.75 4.89 4.89 4.75 5.06 5.20 5.33 5.06 5.20 5.33 6.67 6.71 7.58 7.63 8.066.99 7.20 7.05 7.10 6.87 6.87 7.37 7.37 7.86 7.86 8.00 8.00 8.22 8.18 8.10 8.06 8.00 8.00 8.00 8.03 8.00 8.00 8.00 8.00 5.29 5.20 5.08 5.17 5.155.11 5.085.145.185.39 5.355.40 5.445.45 4.47 4.58 5.05 4.90 4.58 4.47 4.90 5.05 5.20 5.07 7.67 7.68 7.86 7.86 8.00 8.00 7.35 7.40 7.86 7.90 3.89 3.28 5.05 4.39 4.46 4.74 4.97 4.90 4.50 4.64 4.43 4.56 4.39 6.36 6.30 2.58 2.66 3.58 3.66 5.20 5.26 COMBO-09 48" Ø STRUCTURE GRATE FL ELEV = 5004.76 12" INV OUT (W) = 5001.74 SUMP DEPTH = 1.50' UST-09 48" Ø MH RIM: 5005.30 12" INV IN (SE) = 5001.58 12" INV OUT (W) = 5001.58 SUMP DEPTH = 3.00' 27.9 LF OF 12" A-2000 PVC @ 0.3% SLOPE 23.7 LF OF 12" A-2000 PVC @ 0.3% SLOPE STORMTECH R-5 BOTTOM: 5001.59 GW ELEV: 5000.63 STORAGE: 1,454 CF 3.15 COMBO-15 48" Ø STRUCTURE GRATE FL ELEV = 5005.71 12" INV IN (E) = 5003.41 12" INV IN (W) = 5003.41 15" INV OUT (S) = 5003.21 SUMP DEPTH = 1.50' INLET-15B INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 5005.70 12" INV OUT (W) = 5003.43 SUMP DEPTH = 1.50' INLET-15A INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 5005.71 12" INV OUT (E) = 5003.43 SUMP DEPTH = 1.50' COMBO-10 48" Ø STRUCTURE GRATE FL ELEV = 5004.76 12" INV IN (E) = 5001.67 12" INV OUT (NW) = 5001.67 SUMP DEPTH = 1.50' 5.285.275.26 5.16 5.16 PROPOSED BUILDING K PROPOSED BUILDING L PROPOSED BUILDING O FF: 5006.28 FF: 5008.88 FF: 5009.68 FF: 5008.68 FF: 5006.28 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2022COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6475\005 - BUFFALO RUN - SITE PLAN\ACAD\SHEETS\6475.005 - C300 GRADING PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jul/27/2022 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle THE HOMESTEAD AT BUFFALO RUN BOZEMAN MONTANA SE GRADING PLAN (6 OF 6) 6475.005 17 C306 DS LH MEE 07/2022 20 4010200 SCALE IN FEET SITE PLAN SUBMITTAL - REV 3 07/2022 GENERAL NOTES MATCH LINE C303 MATCH LINE C30407/26/2022 1.PROVIDE SUBSURFACE DRAINAGE FOR DOWNSPOUTS AT CONCRETE PADS. SEE PLUMBING PLANS FOR PIPE SIZING. 2.REFERENCE ELEVATION FOR ELEVATION CALLOUTS IS +/- 5,000'. 3.SEE DRAWING C703 FOR UNDERGROUND STORMWATER FACILITY DETAILS. 4.WATERWAYS INCLUDING DITCHES ALONG FOWLER LANE & THROUGH PROPERTY WERE DETERMINED TO BE NON-JURISDICTIONAL BY THE GALLATIN CONSERVATION DISTRICT. T TRANSITION CURB (T) TOP BACK OF CURB ELEVATIONTBC LEGEND LAYDOWN CURB FLOW LINE PROPOSED CONTOUR (WHOLE) >>>>>>>> XX FINISHED GROUND ELEVATIONFG GRADE BREAK DOWNSPOUT LOCATION SPILL CURB CATCH CURB DOG PARKSEE L A N D S CA PI N G PLANBASK E TB A L L COU R T SEE LANDSCAPINGPLANS