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HomeMy WebLinkAbout074.01 C302_NorthCentralGradingPlan8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 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 8W 8W 8W 8W 8W 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WS DYH DYH 8S 8S 8S 8S DYH S S S 8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8WWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWSWSWSSSSSWS WS SS SS WS SS SS SS SS WS WS SS SS SSSSSSSSSSSSD D D D D D E E E E E E G BPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBP BP E E BP E EEEBPUTILUTILUTILUTILUTILUTILUTILUTILUTIL NGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NGUTILUTILUTILUTILUTILUTILUTILUTILUTIL UTIL UTILUTILUTILUTILUTIL BP NG BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBPWS WS WS WS FIRE FIRE FIRE FIRE WS WS 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SFIRE FIRESS SS WS WS FIRE FIRE 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SS89°51'57"W 1331.58' - 2 .1 8% -1. 7 5 % -0.46 %-1.57%-1.58%-2.42%-1.85%-0 .96% -1 .07% 5000 5000 5000 4995 5002 4999 4999 499849974998 500 2 . 0 0 6.5 LF OF 15" RCP @ 0.3% SLOPE STORMTECH R-4 STORMTECH S-4A BOTTOM: 4998.25 GW ELEV: 4997.14 STORAGE: 4,901 CF STORMTECH S-4B BOTTOM: 4998.83 GW ELEV: 4997.51 STORAGE: 5,800 CF 6.0 LF OF 12" A-2000 PVC @ 0.5% SLOPE 34.5 LF OF 12" A-2000 PVC @ 1.0% SLOPE 17.2 LF OF 12" A-2000 PVC @ 0.0% SLOPE STORMTECH S-M BOTTOM: 4999.44 GW ELEV: 4998.23 STORAGE: 710 CF -1.40%-0.74 %-1.82%3.49 3.46 3.15 2.96 2.92 2.98 1.55 1.471.39 1.57 2.88 2.81 2.76 2.75 2.61 2.53 2.60 2.75 2.432.40 2.28 2.34 2.82 2.672.73 2.79 3.22 3.14 3.14 3.143.01 2.93 2.99 3.15 2.252.26 2.022.02 -1.92 % - 1 .4 8%-1.54%-3 .16% -1.63% 3.353.25 3.21 3.35 4.03 3.00 3.00 3.44 1.15 1.30 1.38 1.47 1.56 1.66 1.04 1.06 1.12 1.14 1.31 1.33 1.38 1.40 1.65 1.69 1.88 1.90 2.07 2.09 2.11 2.11 2.02 2.00 -1.1%-1.1%2.34 2.31 2.78 2.712.68 2.72 3.87 3.66 3.81 3.52 3.44 3.03 3.35 3.00 3.39 3.48 5.25 3.47 3.46 3.05 3.04 3.35 3.27 3.46 3.383.65 3.70 3.72 3.35 3.27 2.42 2.12 2.10 2.08 2.02 2.06 3.10 2.69 2.00 2.04 2.72 2.72 5.17 5.24 4.093.733.65 5.255.24 5.12 5000 4998 4999 5001 50015001 500250035005 500550015001 5001 5002 5003 50045006 5006 5000 4998 4999 5001 5001 SDMH-11 48" Ø MH RIM: 5002.46 12" INV IN (S) = 4999.44 12" INV OUT (N) = 4999.44 SUMP DEPTH = 3.00' 1.25 1.25 1.25 1.55 1.55 1.55 1.95 1.95 1.95 2.60 2.60 2.60 2.40 2.40 2.40 1.18 1.18 1.76 1.76 1.73 1.72 1.54 1.55 1.49 1.47 1.38 1.38 1.56 1.56 1.48 1.47 1.36 1.34 1.22 1.20 1.68 1.68 1.86 1.87 2.42 2.44 1.63 1.71 2.15 2.22 2.55 2.56 2.71 2.71 2.62 2.62 2.52 2.50 2.37 2.35 2.38 2.38 2.41 2.41 2.33 2.33 2.22 2.20 2.07 2.08 2.32 2.41 2.20 3.82 3.93 3.62 2.85 1.000.95 3.47 3.773.63 3.63 4.13 4.204.20 4.18 3.89 3.96 3.95 1.02 0.94 0.99 1.03 1.00 0.92 1.02 1.00 2.46 2.46 2.90 2.99 2.57 2.57 2.99 3.15 3.06 3.39 2.98 3.53 3.53 2.92 2.51 2.54 2.242.20 2.47 2.39 2.102.07 1.83 1.61 0.88 0.81 2.46 2.49 2.97 2.912.86 2.97 2.732.70 3.17 3.11 3.07 3.10 3.333.33 3.263.25 2.84 2.85 0.74 0.69 1.77 1.58 3.30 3.20 3.16 3.12 1.92 1.82 1.93 1.93 2.40 2.50 2.29 2.33 2.26 2.20 1.42 1.48 1.51 1.49 1.49 1.49 1.341.52 1.36 1.29 1.10 1.11 1.18 1.20 1.40 1.43 1.50 1.52 1.73 1.77 1.87 1.90 2.31 2.35 2.50 2.54 2.95 3.00 1.48 1.41 1.51 1.53 1.08 1.11 1.52 1.57 2.31 2.37 1.31 1.19 1.25 1.05 0.870.87 1.05 1.25 1.391.28 2.32 2.43 2.56 2.56 2.32 2.38 2.06 2.03 1.97 1.97 1.56 1.57 1.49 1.34 1.45 1.45 0.90 0.91 1.30 1.30 1.67 1.67 1.97 1.97 2.37 2.37 3.16 3.16 3.20 3.20 3.20 2.40 2.40 2.40 2.08 2.35 2.01 1.70 1.70 1.70 1.30 1.30 1.30 COMBO-02 48" Ø MH RIM: 5000.08 15" INV IN (N) = 4997.66 15" INV OUT (S) = 4997.66 SUMP DEPTH = 1.50' 15" INV IN (N) = 4997.66 INV OUT (S) = 4997.67 SUMP DEPTH = 1.50' 15" INV IN (N) = 4997.60 INV OUT (S) = 4997.60 SUMP DEPTH = 3.00' UST-03 48" Ø MH RIM: 5001.29 15" INV IN (N) = 4997.42 15" INV OUT (E) = 4997.42 SUMP DEPTH = 1.50' 4.7 LF OF 15" A-2000 PVC @ 0.3% SLOPE 78.8 LF OF 15" A-2000 PVC @ 0.3% SLOPE 7.5 LF OF 12" RCP @ -0.3% SLOPE STORMTECH R-2 BOTTOM: 4997.41 GW ELEV: 4996.82 STORAGE: 4,413 CF STORMTECH R-3 BOTTOM: 4997.76 GW ELEV: 4996.85 STORAGE: 1,336 CF SDMH-02 48" Ø MH RIM: 5001.16 15" INV IN (S) = 4998.06 15" INV OUT (E) = 4998.06 SUMP DEPTH = 1.50'SDMH-03 48" Ø MH RIM: 5000.54 12" INV IN (N) = 4997.88 15" INV IN (W) = 4997.68 15" INV OUT (S) = 4997.67 SUMP DEPTH = 1.50' 4.32 4.47 4.53 4.78 4.46 COMBO-16 48" Ø STRUCTURE GRATE FL ELEV = 5000.69 12" INV IN (W) = 4998.25 12" INV IN (E) = 4998.25 12" INV OUT (S) = 4998.25 SUMP DEPTH = 3.00' COMBO-17 48" Ø STRUCTURE GRATE FL ELEV = 5001.55 12" INV IN (E) = 4998.83 12" INV IN (W) = 4998.83 12" INV OUT (S) = 4998.82 SUMP DEPTH = 3.00' INLET-02 INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 5000.27 12" INV OUT (S) = 4997.93 SUMP DEPTH = 1.50' INLET-11 48" Ø STRUCTURE GRATE FL ELEV = 5002.94 12" INV OUT (N) = 4999.82 SUMP DEPTH = 1.50'COMBO-18 48" Ø STRUCTURE GRATE FL ELEV = 5002.75 12" INV IN (S) = 4999.79 12" INV OUT (N) = 4999.78 SUMP DEPTH = 1.50' INLET-16B INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 5000.75 12" INV OUT (E) = 4998.30 SUMP DEPTH = 1.50' COMBO-20 48" Ø STRUCTURE GRATE FL ELEV = 5001.59 12" INV OUT (E) = 4998.85 SUMP DEPTH = 3.00' INLET-17A INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 5001.58 12" INV IN (E) = 4998.86 12" INV OUT (W) = 4998.85 SUMP DEPTH = 1.50' INLET-17B INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 5001.60 12" INV OUT (W) = 4998.88 SUMP DEPTH = 1.50' COMBO-19 48" Ø STRUCTURE GRATE FL ELEV = 5000.85 12" INV OUT (W) = 4998.29 SUMP DEPTH = 3.00'INLET-16A INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 5000.72 12" INV IN (W) = 4998.28 12" INV OUT (E) = 4998.27 SUMP DEPTH = 1.50' UST-04 48" Ø MH RIM: 5001.25 15" INV IN (W) = 4997.40 12" INV OUT (S) = 4997.41 SUMP DEPTH = 3.00' INLET-04 INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 5000.43 12" INV OUT (W) = 4998.40 SUMP DEPTH = 1.50' INLET-05 INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 5000.43 12" INV OUT (E) = 4998.48 SUMP DEPTH = 1.50' 4.23 19.5 LF OF 12" RCP @ 0.3% SLOPE 19.5 LF OF 12" RCP @ 0.3% SLOPE 56.0 LF OF 15" RCP @ 0.3% SLOPE 126.9 LF OF 15" A-2000 PVC @ 0.3% SLOPE HOMESTEAD AVENUEPROPOSED BUILDING 8 A/B PROPOSED BUILDING 9 A/B PROPOSED BUILDING 10 A/B PROPOSED BUILDING 11 A/B PROPOSED BUILDING 12 A/B PROPOSED BUILDING PROPOSED BUILDING F FF: 5003.38 FF: 5003.18 FF: 5004.08 FF: 5004.28 FF: 5004.08 FF: 5004.18 FF: 5006.28 PROPOSED BUILDING E FF: 5004.68 PROPOSED BUILDING C FF: 5006.08 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 NORTH CENTRAL GRADING PLAN (2 OF 6) 6475.005 13 C302 LRH LRH MEE 07/2022 20 4010200 SCALE IN FEET SITE PLAN SUBMITTAL - REV 3 07/2022 MATCH LINE C305 07/26/2022 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 NOTESMATCH LINE C301MATCH LINE C301T 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 KEY NOTES THE WASTE SEEPAGE WATER RIGHTS CONVEYED VIA THE EXISTING DITCH THROUGH THE PROPERTY TO BE ABANDONED UPSTREAM AT REQUEST OF BUFFALO RUN BOZEMAN LLC, BOZEMAN HAUS TWO LLC, AND OTHER CONSENTING UPSTREAM USERS. THE OWNERS OF THESE WATER RIGHTS SHALL FILE OFFICIAL ABANDONMENT PAPERWORK WITH THE STATE IF ELECTING TO DO SO. IF WATER RIGHTS WISH TO BE PRESERVED, THE USER SHALL PROVIDE AN EXIT CHANNEL PATH TO THE EXISTING EAST FOWLER LANE BARROW DITCH SO NO ADDITIONAL FLOW WILL BE PROVIDED IN THE CURRENT DITCH. EXISTING IRRIGATION DITCHES CONVEY A COMBINATION OF IRRIGATION WATER FROM THE MIDDLE CREEK DITCH COMPANY AND ADDITIONAL PRIVATE WATER RIGHTS. THE DITCHES SHALL BE COMBINED SOUTH OF THE PROJECT AND CONVEYED ON THE WEST SIDE OF FOWLER LANE THROUGH THE PROJECT AREA. DIVERSION CULVERTS FROM THE WEST DITCH TO THE EAST DITCH OF FOWLER LANE SHALL BE PRESERVED FOR CURRENT USERS, AND AN ADDITIONAL CULVERT DIVERSION SHALL BE PROVIDED NEAR STUCKY ROAD TO CONVEY FLOW TO THE EXISTING EASTERN DITCH FOR MSU IRRIGATION WATER RIGHTS PURPOSES. 1 2