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HomeMy WebLinkAbout074 C301 NW Grading PlanW S89°51'57"W 1331.58'S0°06'25"E 665.51'8W 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 S DYH 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 15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16WWSWSWSSSSSWSWSWSSSSSSS SS SS SS SS SS SS SS SS SS SS SS D D 18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD15SD15SDD D D D D DD E E E E E BP BPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BPBPBPBPBP BP E E BP NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG UTIL UTILUTILUTILUTILUTIL BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP NG NG NG NG NG NG BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP UTIL UTIL UTIL UTIL UTIL UTIL UTIL UTILUTILUTILUTILUTILUTILUTILUTILUTIL S WS WS WS WS SS IR IR EG T T 5000 5000 5000 50005000 5000 500 1 4998 49995002 4999 5 0 0 250004998.00 STORMTECH S-1A BOTTOM: 4996.05 GW ELEV: 4995.75 STORAGE: 1,732 CF STORMTECH S-1B BOTTOM: 4997.82 GW ELEV: 4996.99 STORAGE: 1,857 CF -3.00%-1.30%-3.94% -2.02%-2.04% -0 . 8 1%-2.56%-1.92% -1 . 4 8%-4.65%-0.61%-2 . 1 7%-0.5%-1.7%-0.7%2.44 2.54 5000 5000 4997 4998 4999 50015001 5001 5001 5001 5001 50025002 5002 5002 1.40 1.40 1.40 1.50 1.50 1.50 3.47 2.49 2.59 3.14 3.14 3.16 3.16 2.38 2.38 2.39 2.40 1.99 2.00 2.00 2.01 1.72 1.73 1.69 1.69 1.32 1.33 1.28 1.29 1.59 1.64 1.52 1.42 99.21 97.87 97.81 99.82 0.40 0.71 0.93 97.68 2.29 2.38 2.45 2.45 2.35 1.91 2.051.76 1.90 1.90 1.87 1.87 1.39 1.49 1.47 0.87 1.54 1.58 1.60 1.84 1.62 1.691.70 1.83 1.70 1.70 1.47 1.48 1.36 1.36 1.00 2.30 2.312.27 2.34 2.47 2.63 2.37 2.32 2.40 2.25 2.25 2.34 2.27 2.12 2.03 1.37 1.63 1.75 1.88 1.59 1.47 1.34 1.82 2.10 2.37 2.47 99.47 99.71 99.63 99.04 98.97 99.88 0.24 0.20 0.58 99.90 99.60 99.98 0.45 0.84 1.44 1.34 1.43 1.72 2.36 2.27 2.25 2.15 2.22 1.86 1.71 1.59 1.42 1.46 1.52 1.52 1.45 1.39 0.62 0.19 0.02 0.17 99.41 99.81 0.180.17 99.78 0.95 0.550.37 0.84 1.51 1.59 1.58 1.60 1.631.55 1.411.46 0.90 1.07 1.10 1.16 1.15 1.09 1.10 0.99 1.00 1.42 1.49 1.52 1.391.28 1.00 97.32 97.50 97.28 97.41 96.86 96.92 96.91 97.04 97.47 97.39 97.50 97.60 0.87 0.81 0.91 0.97 1.29 1.34 1.16 1.20 1.44 1.48 1.60 1.62 1.81 1.85 2.04 2.07 1.93 1.99 2.35 2.38 1.28 1.23 1.58 1.58 1.44 1.43 1.47 1.57 1.57 1.46 1.30 1.30 1.67 1.67 1.97 1.97 2.37 2.37 3.16 3.16 3.20 3.20 0.99 0.99 1.51 1.08 1.081.51 1.46 1.23 1.23 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-01 48" Ø STRUCTURE GRATE FL ELEV = 5000.37 12" INV IN (N) = 4998.07 15" INV OUT (S) = 4997.87 SUMP DEPTH = 1.50' UST-01 48" Ø MH RIM: 5001.46 15" INV IN (N) = 4997.66 15" INV OUT (S) = 4997.67 SUMP DEPTH = 1.50' R1-OUTLET-MH 48" Ø MH RIM: 5001.11 15" INV IN (N) = 4997.60 12" INV OUT (S) = 4997.60 SUMP DEPTH = 3.00' 22.0 LF OF 15" A-2000 PVC @ 0.3% SLOPE 66.8 LF OF 15" A-2000 PVC @ 0.3% SLOPE 30.3 LF OF 12" RCP @ 0.3% SLOPE STORMTECH R-1 BOTTOM: 4997.60 GW ELEV: 4997.08 STORAGE: 848 CF COMBO-12 48" Ø STRUCTURE GRATE FL ELEV = 5000.25 12" INV IN (E) = 4997.82 12" INV OUT (S) = 4997.81 SUMP DEPTH = 3.00' COMBO-11A 48" Ø STRUCTURE GRATE FL ELEV = 4998.09 12" INV IN (W) = 4996.05 12" INV OUT (S) = 4996.04 SUMP DEPTH = 3.00' INLET-12 INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 5000.21 12" INV OUT (W) = 4997.84 SUMP DEPTH = 1.50' COMBO-11B 48" Ø STRUCTURE GRATE FL ELEV = 4998.04 12" INV OUT (E) = 4996.05 SUMP DEPTH = 3.00' INLET-01 INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 5000.35 12" INV OUT (S) = 4998.16 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' 97.58 K-COMB-03 48" Ø STRUCTURE GRATE FL ELEV = 4997.08 12" INV IN (E) = 4993.62 15" INV OUT (S) = 4993.41 SUMP DEPTH = 1.50' K-COMB-02 48" Ø STRUCTURE GRATE FL ELEV = 4997.31 15" INV IN (N) = 4993.27 15" INV OUT (W) = 4993.27 SUMP DEPTH = 1.50' K-COMB-01 48" Ø STRUCTURE GRATE FL ELEV = 4997.19 15" INV IN (E) = 4993.24 15" INV OUT (W) = 4993.23 SUMP DEPTH = 1.50' CDS-01 60" Ø STRUCTURE GRATE FL ELEV = 4996.80 18" INV IN (S) = 4992.90 15" INV IN (E) = 4993.10 18" INV OUT (N) = 4992.90 SUMP DEPTH = 5.58'FSD-01 48" Ø STRUCTURE GRATE FL ELEV = 4995.71 18" INV IN (S) = 4992.30 18" INV OUT (NW) = 4992.27 SUMP DEPTH = 1.50' K-INL-01 INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 4997.33 12" INV OUT (W) = 4993.65 SUMP DEPTH = 1.50' 6.5 LF OF 12" A-2000 PVC @ 0.5% SLOPE 29.0 LF OF 15" A-2000 PVC @ 0.5% SLOPE 6.0 LF OF 15" A-2000 PVC @ 0.5% SLOPE 27.2 LF OF 15" A-2000 PVC @ 0.5% SLOPE 39.9 LF OF 18" A-2000 PVC @ 1.5% SLOPE 15.9 LF OF 18" A-2000 PVC @ 1.5% SLOPE 129.4 LF OF18" A-2000 PVC@ 1.5% SLOPE45.0 LF OF 15" A-2000 PVC @ 0.5% SLOPE 12.1 LF OF 12" A-2000 PVC @ -0.5% SLOPE 4.0 LF OF 18" A-2000 PVC @ 1.5% SLOPE 22.7 LF OF 18" A-2000 PVC @ 1.5% SLOPEF-INL-02 ???" Ø STRUCTURE GRATE FL ELEV = 4997.20 15" INV OUT (E) = 4993.92 12" INV OUT (N) = 4994.23 SUMP DEPTH = 1.50' FSD-02 48" Ø STRUCTURE GRATE FL ELEV = 4997.80 18" INV IN (S) = 4993.30 15" INV IN (W) = 4993.70 18" INV OUT (N) = 4993.30 SUMP DEPTH = 1.50' FSD-X 48" Ø STRUCTURE GRATE FL ELEV = 4997.69 18" INV IN (S) = 4993.23 18" INV OUT (N) = 4993.24 SUMP DEPTH = 1.50' F-INL-01 INSIDE DIMS. = 3' X 2' GRATE FL ELEV. = 4996.98 12" INV IN (S) = 4994.29 SUMP DEPTH = 1.50' 12.1 LF OF 12" A-2000 PVC @ -0.5% SLOPE 45.0 LF OF 15" A-2000 PVC @ 0.5% SLOPE FOWLER LANEKURK DRIVE PROPOSED BUILDING 1A/B PROPOSED BUILDING 2 A/B PROPOSED BUILDING 3 A/B PROPOSED BUILDING 7 A/B COMMUNITY CENTER PROPOSED BUILDING 4 A/B PROPOSED BUILDING 5 A/B PROPOSED BUILDING 6 A/B FF: 5003.18 FF: 5003.18 FF: 5002.98 FF: 5003.38 FF: 5003.68 FF: 5004.08 EXST. GARAGE SLAB ELEV: 5002.02 FF: 5004.88EXST. FF ELEV: ~5003.80 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 NW GRADING PLAN (1 OF 6) 6475.005 12 C301 DS LH MEE 07/2022 20 4010200 SCALE IN FEET SITE PLAN SUBMITTAL - REV 3 07/2022 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 MATCH LINE C304 MATCH LINE C30207/26/2022 1EXISTING POND EXISTING IRRIGATION DITCHES 2 SPILL CURB CATCH CURB FOWLER LANE IMPROVEMENTS SHOWN ARE PART OF SEPARATE OFFSITE SUBMITTAL ORIGINALLY SUBMITTED DECEMBER 30, 2021 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