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HomeMy WebLinkAbout073 C300 Overall Grading PlanS 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 8W 8W 8W 8W 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SDYH S SS DYHDYHDYH DYHDYHDYH S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 15S15S15S15S15S15S15S15SDYH 8W 8W 8W 8W 8W 6W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W6WDYH DYH S 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W S S S S S 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHWSWSWSWSWSWSWSWSWSSSSSSS SS SS SS D D D D D D D D D D D D D D D D 18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SDD D D D D D DD E E E E E E E E E E E EE E E E E E E E E E E G G G GBPBPBPBPBPBPBPBPBPE E E EEEUTILUTILUTIL UTILUTILUTILUTILUTILUTIL NGNG NG NG NG NG NGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NGUTILUTILUTIL NGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG UTILUTILUTIL BP BP BP NG NGUTILUTILUTIL 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 BPBPBP BP BP BP BP BPBP BPBPBPBP BP BP BPBPBPBPBP BP BP BP BP UTILUTIL UTIL UTIL UTILUTILUTILUTIL UTILUTILUTIL S DYH WSFIRE WSFIRE SSSSWS 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SFIREFIREWS WSFIRE 8W8W8W8W8W8W8W8WWSFIRE WSFIRE SSFIREFIRE8S8S 8S8S8S8S8S8S8S8S8S8S 8S 8S 8S co co 6WS 15S15S15S15S15S15S15S15S8W 8W 8W 8W 8W FIRE WSWSWS WSWSWSWSWS WS WS WS [][][][][][][][][][][][][] EG T T S89°51'57"W 1331.58'N0°01'33"E665.57'N89°52'06"E 1330.04'N0°06'25"W665.51'FOWLER LANEKURK DRIVE HOMESTEAD AVENUEBUFFALO RUN AVENUEPROPOSEDBUILDING1A/B PROPOSED BUILDING 2 A/B PROPOSEDBUILDING3 A/B PROPOSEDBUILDING7 A/B KURK DRIVE HOMESTEAD AVENUEBUFFALO RUN AVENUECOMMUNITYCENTER PROPOSEDBUILDING8 A/B PROPOSEDBUILDING9 A/B PROPOSED BUILDING 10 A/B PROPOSEDBUILDING11 A/B PROPOSEDBUILDING12 A/B PROPOSEDBUILDING 13 A/B PROPOSED BUILDING 14 A/B PROPOSED BUILDING M PROPOSEDBUILDING G PROPOSEDBUILDING I PROPOSEDBUILDING F PROPOSED BUILDINGJ PROPOSEDBUILDINGK PROPOSEDBUILDING L PROPOSEDBUILDING O PROPOSED BUILDINGN PROPOSED BUILDINGH PROPOSEDBUILDING A PROPOSEDBUILDING4 A/B PROPOSED BUILDING5 A/B PROPOSEDBUILDING6 A/B FF: 5003.18 FF: 5003.18 FF: 5002.98 FF: 5003.38 FF: 5003.68 FF: 5004.08 FF: 5008.88 FF: 5009.08 FF: 5003.38 FF: 5003.18 FF: 5004.08 FF: 5004.28 FF: 5004.08 FF: 5004.18 FF: 5004.68 FF: 5006.28 FF: 5008.28 FF: 5008.68 FF: 5008.88 FF: 5009.68 FF: 5008.68 FF: 5006.28 FF: 5005.08 FF: 5003.88 EXST. GARAGE SLAB ELEV: 5002.02 FF: 5004.88 KURK DRIVE PROPOSEDBUILDINGE FF: 5004.68 PROPOSED BUILDINGC FF: 5006.08 EXST. 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 OVERALL GRADING PLAN 6475.005 11 C300 DS LH MEE 07/2022 50 10025500 SCALE IN FEET SITE PLAN SUBMITTAL - REV 307/2022UNDERGROUND STORMWATER FACILITY, (TYP) 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 2 EXISTING IRRIGATION DITCHES EXISTING POND PROPOSEDBUILDING D FF: 5008.08 PROPOSED BUILDINGB FF: 5009.08 FOWLER LANE IMPROVEMENTS SHOWN ARE PART OF SEPARATE OFFSITE SUBMITTAL ORIGINALLY SUBMITTED DECEMBER 30, 2021 STORM WATERPOND 07/26/2022 DOG PARKSEE LANDSCAPINGPLAN BAS K E T B A LL COURTSEE LANDSCAPINGPLANS NAME MAX DIMENSIONS # CHAMBERS # ROWS # END CAPS MANIFOLD # BRANCHES (EXCLUDING ISOLATOR) ISOLATOR DIA # LOT INLET STRUCTURES[W X L (FT)] SIZE [HEADER X BRANCH (IN.)](IN.) R-1 12.4 x 70.0 43 5 10 8 x 8 3 8 N/A R-2 68.7 x 63.2 256 32 64 12 x 8 5 12 N/A R-3 18.7 x 70.3 72 8 16 12 x 8 3 12 N/A R-4 14.5 x 98.5 78 6 12 8 x 8 3 8 N/A R-5 14.5 x 98.5 78 6 12 8 x 8 3 8 N/A R-6 8.3 x 112.7 45 3 6 8 x 8 1 8 N/A S-1A 99.9 x 27.6 (VARIES)252 47 94 12 X 8 4 12 2 S-1B 56.2 X 34.7 103 26 52 12 X 8 4 12 2 S-2 54.1 X 70.3 225 25 50 12 X 8 6 12 3 S-3A 49.9 X 77.4 230 23 46 12 X 8 6 12 3 S-3B-1 89.5 X 38.1 (VARIES)203 42 84 12 X 8 4 N/A 3S-3B-2 33.3 X 38.1 (VARIES)68 15 30 12 X 8 3 12 S-4A 41.6 x 113 285 19 38 12 X 8 5 12 4 S-4B 79.1 x 77.4 341 37 74 12 X 8 6 12 4 S-M 39.5 x 20.5 36 18 36 12 X 8 2 12 2 POND O.F.50.28 x 12.42 35 5 10 12 1 8 N/ASTORMTECH R-1STORMTECH R-3 STORMTECH R-4 STORMTECH R-5 STORMTECH R-6STORMTECH S-1A STORMTECH R-2 STORMTECH S-1B STORMTECH S-2STORMTECH S-3A STORMTECH S3B-1 STORMTECH S-3B-2STORMTECH S-4ASTORMTECH S-4B STORMTECH S-M 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 1 KURK DRIVE LID PONDS WITH CURB CUTS AND RIP RAP POND OVERFLOW STORMTECH