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Home My WebLink About076 C303 NE Grading PlanN0°01'33"E 665.57'S S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SDYHDYH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WWSWSWSSSSSWSWSWSSSSSWS WS SS SS SS SS SS SS SS D D D E E E E E E G BPBP UTIL UTIL UTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTIL BP BP NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NGUTILUTILUTILUTILUTILUTIL NGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BP BPBPWSFIREFIREFIRE -0 . 9 4%-0.92% -0 . 9 5% -1 . 3 0%-1.43%-2.07 %-1.95%-1.85%5000 5001 5002 4998 4999 4997 49 9 9 . 0 0 2.16 0.70 0.81 1.54 1.92 2.21 2.20 2.60 2.60 2.81 3.06 3.40 3.40 3.23 3.25 3.28 3.35 3.40 3.40 3.41 3.42 3.45 3.52 3.40 3.40 3.55 3.60 3.40 3.403.72 3.78 3.40 3.403.94 3.96 4.02 4.13 4.60 4.60 4.00 4.61 4.74 4.744.21 4.33 4.47 3.95 3.75 3.64 2.432.40 2.28 2.34 3.133.03 2.90 2.96 3.40 3.36 3.33 3.36 3.45 3.39 2.82 2.672.73 2.79 -1.46%2.20 2.20 1.36 1.37 2.20 2.20 3.46 3.46 3.60 3.60 3.61 3.61 4.62 4.62 4.63 4.63 1.50 1.56 2.02 2.10 3.28 3.33 3.63 3.69 4.14 4.20 4.57 4.62 3.35 3.41 1.32 1.37 1.43 1.33 1.21 1.02 0.95 1.04 0.95 1.11 0.03 0.23 99.77 99.54 4.62 4.62 1.04 1.19 1.11 2.00 1.89 1.85 1.46 1.42 1.32 1.29 1.36 1.27 1.25 1.13 1.04 1.02 0.78 0.95 0.73 0.73 0.34 0.55 0.53 0.45 0.86 3.28 3.28 2.56 2.61 2.51 1.94 -0.7%-0.8%-0.4%-0 .7%-3.2% -0. 4 % -4. 1 %-1.4%5000 4997 4998 4999 5001500150015001500150015001 500250035004 50055005 5002 5002 5002 5003 5003 5003 5003 5004 5006 5006 2.40 2.40 2.40 1.90 1.90 1.90 2.33 2.08 2.32 2.32 2.41 2.41 2.62 2.62 2.20 2.22 2.33 2.35 1.77 1.77 2.70 2.71 2.72 2.72 2.46 2.48 2.60 2.62 0.78 0.690.58 0.67 0.78 0.86 0.54 0.56 0.37 0.49 99.94 0.03 3.10 3.10 2.84 2.90 4.21 4.21 4.20 4.20 3.69 3.77 3.77 5.78 3.40 3.40 1.63 1.692.182.15 2.05 2.02 2.43 2.51 2.33 1.48 1.49 UST-06 48" Ø MH RIM: 5002.22 15" INV IN (NE) = 4997.76 12" INV OUT (W) = 4997.76 SUMP DEPTH = 3.00' UST-05 48" Ø MH RIM: 5002.01 15" INV IN (N) = 4997.83 15" INV OUT (SW) = 4997.84 SUMP DEPTH = 1.50' 67.7 LF OF 15" RCP @ 0.3% SLOPE 26.1 LF OF 15" A-2000 PVC @ 0.3% SLOPE COMBO-03 48" Ø STRUCTURE GRATE FL ELEV = 5000.55 12" INV IN (N) = 4998.24 15" INV OUT (S) = 4998.04 SUMP DEPTH = 1.50' 30.3 LF OF 12" RCP @ 0.3% SLOPE 30.0 LF OF 12" RCP @ 0.7% SLOPE COMBO-08 48" Ø STRUCTURE GRATE FL ELEV = 5000.69 12" INV IN (W) = 4996.92 12" INV OUT (NE) = 4996.92 SUMP DEPTH = 1.50' 26.7 LF OF 12" A-2000 PVC @ 0.7% SLOPE UST-07 48" Ø MH RIM: 5000.55 12" INV IN (SW) = 4996.72 12" INV IN (N) = 4996.72 12" INV OUT (E) = 4996.72 SUMP DEPTH = 3.00' 36.3 LF OF 12" A-2000 PVC @ 0.3% SLOPE COMBO-05 48" Ø STRUCTURE GRATE FL ELEV = 4999.64 12" INV IN (NE) = 4996.83 12" INV OUT (S) = 4996.82 SUMP DEPTH = 1.50' 30.7 LF OF 12" RCP @ 0.3% SLOPE COMBO-04 48" Ø STRUCTURE GRATE FL ELEV = 4999.10 12" INV OUT (SW) = 4996.92 SUMP DEPTH = 1.50' STORMTECH R-3 BOTTOM: 4997.76 GW ELEV: 4996.85 STORAGE: 1,336 CF STORMTECH R-6 BOTTOM: 4996.72 GW ELEV: 4996.63 STORAGE: 929 CF 4.854.50 4.75 4.89 4.75 5.08 4.90 5.07 3.58 INLET-03 INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 5000.53 12" INV OUT (S) = 4998.33 SUMP DEPTH = 1.50' INLET-09 INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 5000.69 12" INV OUT (E) = 4997.14 SUMP DEPTH = 1.50' 99.47 98.91 98.84 99.27 98.02 97.53 97.55 98.05 98.20 97.7097.69 98.1999.27 98.8498.93 99.47 98.36 97.17 98.3099.34 99.33 98.47 97.16 98.11 99.49 99.50 98.27 98.13 97.58 97.5798.95 98.89 97.74 97.74 BUFFALO RUN AVENUEPROPOSED BUILDING 13 A/B PROPOSED BUILDING 14 A/B PROPOSED BUILDING M PROPOSED BUILDING G PROPOSED BUILDING I PROPOSED BUILDING FF: 5004.18 FF: 5004.68 FF: 5006.28 FF: 5006.28 FF: 5005.08 FF: 5003.88 PROPOSED BUILDING F 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 NE GRADING PLAN (3 OF 6) 6475.005 14 C303 DS LH MEE 07/2022 20 4010200 SCALE IN FEET SITE PLAN SUBMITTAL - REV 3 07/2022 MATCH LINE C306MATCH LINE C30207/26/2022 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. GENERAL NOTES 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 NORTH LID POND SEE DETAIL 1 THIS SHEET 1 - LID POND X-SECTION SCALE: N.T.S. 8" THICK SECTION OF 1-1/2" LANDSCAPE ROCK 6" THICK SECTION OF CRUSHER FINES 6" MINIMUM SCARIFIED AND COMPACTED NATIVE SOILS HEAVY DUTY WEED BARRIER FABRIC SOUTH LID POND SEE DETAIL 1 THIS SHEET KEY NOTES 6" D50 RIPRAP (6" THICK SECTION) FOR FIRST 10' FROM CURB CUTS INTO BASIN1 1 1 1 1 10' (TYP.) 10' (TYP.)