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HomeMy WebLinkAbout025.01 - Appendix W - MCDC ImpactsBPBPBPBPBPSDDDSS S S S S S S S S S S S S S S S S S S S S S S S S SSSBPBPBPBP16014604983.863CS8015624983.833CS8015634983.677BO 5368709144983.833CS5368709154983.677BO 8017665001.401WV8017675001.395WV CO8003464982.113CO SSSSD SD S S SDSDSDSDSDSDSD DDSSSSSSSSSSSS S W W W WWWS SSSTW8S8S8S8S8S8S8SSS8S 8S 12W12W12W12W12W12W12W12W12W8W 8W 8W LOT A MINOR SUB 235A LOT 3 MINOR SUB 235A LOT 1 BLOCK 4 SOUTHBRIDGE SUBDIVISION PHASE 1 PB J-507 LOT 1 BLOCK 5 SOUTHBRIDGE SUBDIVISION PHASE 1 PB J-507 PUBLIC PARK SOUTHBRIDGE SUBDIVISION PHASE 1 PB J-507 O.S. FBLACKWOOD GROVESSUBDIVISION PHASE 9PB. J-714499 0 49 9 5 49 9 1 49 9 2 49 9 3 499 4 4 9 9 6 49 97 4 9 9 84999 49 8 5 499 0 499 5 500 0 4986498 74988498949 9 1499249934994 49 9 6499749 9 8 4999 500 1500050 01 5002 500 3 5004 STREET B CANTER AVE.SOUTHBRIDGE DR.SOUTH 19TH AVE. 120' R.O.W. (LANDSCAPED BLOCK FRONTAGE)WEST GRAF ST.90' R.O.W.(LANDSCAPED BLOCK FRONTAGE)CANTER AVE.SDDSDDSD >>SD SDSD>>SDSDSDSDDD>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>SDDSDDSD SD SD SD SD SD SD SD SD SD SD SD SD SDDD DSDSDSDSDSDSDSDSDSDSDSDSDSDDSD SD SD SD SD SD DDDDSDSDSD SDSD SD DDFIGURE NUMBER © PROJECT NO.DRAWN BY: DSGN. BY: APPR. BY: DATE: COPYRIGHT MORRISON-MAIERLE,2023 Plotted by lee hageman on Feb/23/2023 engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net N:\5659\011 -YTI Development\ACAD\Exhibits\DitchCompany\5659.011 - S. 19TH AVE. ACCESS SECTIONS.dwg5659.011 EX. 1 SOUTH RANGE CROSSING SUBDIVISION BOZEMAN MT PROPOSED SOUTH 19TH. AVE. ACCESSES RSP LH LH 02/17/2023 50 10025500 SCALE IN FEET 1 EX. 1 OVERALL SITE SCALE: 1" = 50' PROPOSED DITCH CROSSING FOR SOUTHBRIDGE DRIVE ACCESS TO SOUTH 19TH AVE. (SEE EXH-2) PROPOSED DITCH CROSSING FOR BROOKDALE DRIVE ACCESS TO SOUTH 19TH AVE. (SEE EXH-3) GENERAL NOTES 1.DESIGN SHOWN IS PROVIDED FOR GENERAL REVIEW OF DESIGN. FINAL IMPACTS AND LENGTHS OF CULVERTS MAY CHANGE DEPENDING ON FEEDBACK FROM THE MIDDLE CREEK DITCH COMPANY AND/OR THE CITY OF BOZEMAN AND OTHER REVIEWING ENTITIES. 2.STRUCTURES ARE PROVIDED WITHIN THE CULVERT CROSSING DUE TO GALLATIN CONSERVATION DISTRICT REQUIREMENTS. DRAF T FOR M C D C R E VI E W Febru ar y 2 3, 2 0 2 3 PROPOSED CURB CHASE FOR 19TH AVE. STORMWATER (SEE EXH-4) MINOR REALIGNMENT OF DITCH TO ALLOW REQUIRED EXTENSION OF 19TH AVENUE TO FULL SECTION MINOR REALIGNMENT OF DITCH TO ALLOW REQUIRED EXTENSION OF 19TH AVENUE TO FULL SECTION EXISTING DITCH (TYP.) PROPOSED SHARED USE PATH (TYP.) EXISTING 43" X 26" RCP ARCH PIPE BENEATH GRAF ST PROPOSED STORM POND FOR 19TH AVENUE PRESERVE EXISTING DIVERSION STRUCTURE (MODIFY TO REMOVE EAST DIVERSION) 4985 4990 4995 5000 4985 4990 4995 5000 FG-4996.32EG-4996.320+00 FG-4997.16EG-4997.16FG-4996.13EG-4992.281+00 FG-4995.97EG-4995.57FG-4995.62EG-4995.722+00 EXISTING GRADE FINISHED GRADE 43"x 26" CL. IV RCP ARCH 4985 4990 4995 5000 4985 4990 4995 5000 FG-4993.90EG-4993.770+00 FG-4993.14EG-4993.14FG-4996.13EG-4992.281+00 FG-4991.70EG-4991.70FG-4990.72EG-4990.722+00 76.00 LF 43"x 26" CL. IV RCP ARCH @ 1.70% FET INV = 4991.61 EXISTING GRADE FINISHED GRADESSSSSSSSS0+001+002+0076.00 LF 43"x 26" CL. IV RCP ARCH @ 1.70% FET INV IN = 4992.90 FET INV OUT = 4991.61 S S S S S S S S S SS 0+001+002+0076.00 LF 43"x 26" CL. IV RCP ARCH @ 1.70% FET INV IN = 4992.90FET INV OUT = 4991.61 FIGURE NUMBER © PROJECT NO.DRAWN BY: DSGN. BY: APPR. BY: DATE: COPYRIGHT MORRISON-MAIERLE,2023 Plotted by lee hageman on Feb/23/2023 engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net N:\5659\011 -YTI Development\ACAD\Exhibits\DitchCompany\5659.011 - S. 19TH AVE. ACCESS SECTIONS.dwg5659.011 EX. 2 SOUTH RANGE CROSSING SUBDIVISION BOZEMAN MT SOUTHBRIDGE DRIVE PROPOSED DITCH CROSSING SECTIONS RSP LH LH 02/17/2023 1 - SOUTHBRIDGE DRIVE ENTRANCE - W. TO E. SECTION SCALE: 1" = 20' 2 - SOUTHBRIDGE DRIVE ENTRANCE - S. TO N. SECTION SCALE: 1" = 20'SOUTH19TH AVE.SOUTHBRIDGE DRIVE SOUTHBRIDGEDRIVESOUTH 19TH AVE. PROPOSED DITCH CROSSING FOR SOUTHBRIDGE DRIVE ACCESS TO SOUTH 19TH AVE. PROPOSED DITCH CROSSING FOR SOUTHBRIDGE DRIVE ACCESS TO SOUTH 19TH AVE. DRAF T FOR M C D C R E VI E W Febru ar y 2 3, 2 0 2 3 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 12 2 4 1020 20 40 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 12 2 4 1020 20 40 EXISTING DITCH ℄ EXISTING DITCH ℄ STRAIGHTEN DITCH AND RECLAIM (~30 LF) STRAIGHTEN DITCH AND RECLAIM (~20 LF) STRAIGHTEN DITCH AND RECLAIM (~30 LF)19TH AVE EXTENSION PROPOSED 10' SHARED USE PATH PROPOSED 10' SHARED USE PATH 19TH AVE EXTENSION 4980 4985 4990 4995 4980 4985 4990 4995 FG-4989.91EG-4989.910+00 FG-4990.06EG-4990.06FG-4988.89EG-4984.631+00 FG-4988.70EG-4987.43FG-4988.48EG-4987.962+00 RST-01 STA 0+99.14 INSTALL NEW 96" Ø MH RIM = 4988.61 INV IN (S) = 4984.52 INV OUT (N) = 4984.52 SUMP DEPTH = 1.50' EXISTING GRADE FINISHED GRADE 4980 4985 4990 4995 4980 4985 4990 4995 FG-4986.26EG-4986.260+00 FG-4987.61EG-4985.58FG-4988.89EG-4984.631+00 FG-4984.07EG-4983.70FG-4983.68EG-4983.462+00 RST-01 STA 1+10.82 INSTALL NEW 96" Ø MH RIM = 4988.61 INV IN (S) = 4984.52 INV OUT (N) = 4984.52 SUMP DEPTH = 1.50' 38.75 LF 43"x 26" CL. IV RCP ARCH @ 1.85% FET INV = 4983.80 65.25 LF 43"x 26" CL. IV RCP ARCH @ 1.84%FET INV = 4985.72 FINISHED GRADE EXISTING GRADE S D SSSSSSSS0+001+002+0038.75 LF 43"x 26" CL. IV RCP ARCH @ 1.85% FET INV = 4983.80 65.25 LF 43"x 26" CL. IV RCP ARCH @ 1.84% FET INV = 4985.72 RST-01 STA 0+99.14 INSTALL NEW 96" Ø MH RIM = 4988.61 INV IN (S) = 4984.52 INV OUT (N) = 4984.52 SUMP DEPTH = 1.50' D SDS S S S S S S S S S 0+001+002+0038.75 LF 43"x 26" CL. IV RCP ARCH @ 1.85% FET INV = 4983.80 65.25 LF 43"x 26" CL. IV RCP ARCH @ 1.84% FET INV = 4985.72 RST-01 STA 0+99.14 INSTALL NEW 96" Ø MH RIM = 4988.61 INV IN (S) = 4984.52 INV OUT (N) = 4984.52 SUMP DEPTH = 1.50'DFIGURE NUMBER © PROJECT NO.DRAWN BY: DSGN. BY: APPR. BY: DATE: COPYRIGHT MORRISON-MAIERLE,2023 Plotted by lee hageman on Feb/23/2023 engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net N:\5659\011 -YTI Development\ACAD\Exhibits\DitchCompany\5659.011 - S. 19TH AVE. ACCESS SECTIONS.dwg5659.011 EX. 3 SOUTH RANGE CROSSING SUBDIVISION BOZEMAN MT BROOKDALE DRIVE PROPOSED DITCH CROSSING SECTIONS RSP LH LH 23/02/2023 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 12 2 4 1020 20 40 1 - BROOKDALE DRIVE ENTRANCE - W. TO E. SECTION SCALE: 1" = 20' 2 - BROOKDALE DRIVE ENTRANCE - S. TO N. SECTION SCALE: 1" = 20' BROOKDALE DRIVE BROOKDALEDRIVESOUTH 19TH AVE.SOUTH19TH AVE.PROPOSED DITCH CROSSING FOR BROOKDALE DRIVE ACCESS TO SOUTH 19TH AVE. PROPOSED DITCH CROSSING FOR BROOKDALE DRIVE ACCESS TO SOUTH 19TH AVE. DRA F T FOR M C D C R E VI E W Febru ar y 2 3, 2 0 2 3 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 12 2 4 1020 20 40 EXISTING DITCH ℄ EXISTING DITCH ℄ 19TH AVE EXENSION PROPOSED 10' SHARED USE PATH PROPOSED 10' SHARED USE PATH 4975 4980 4985 4990 4975 4980 4985 4990 FG-4985.33EG-4985.330+00 FG-4986.25EG-4986.25FG-4986.69EG-4986.691+00 FG-4984.84EG-4981.10FG-4984.37EG-4983.262+00 EXISTING GRADE FINISHED GRADE 43"x 26" CL. IV RCP ARCH PROPOSED CURB CHASE FROM 19TH AVENUE TO STORM PONDBPBPBPBPBPBPBPBPBPBPBPSSSSSSSSS49850+001+002+0052.00 LF 43"x 26" CL. IV RCP ARCH @ 1.17%FET INV IN = 4981.42 FET INV OUT = 4980.81 >>>>>>FIGURE NUMBER © PROJECT NO.DRAWN BY: DSGN. BY: APPR. BY: DATE: COPYRIGHT MORRISON-MAIERLE,2023 Plotted by lee hageman on Feb/23/2023 engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net N:\5659\011 -YTI Development\ACAD\Exhibits\DitchCompany\5659.011 - S. 19TH AVE. ACCESS SECTIONS.dwg5659.011 EX. 4 SOUTH RANGE CROSSING SUBDIVISION BOZEMAN MT 19TH AVENUE STORM CHASE CROSS SECTION RSP LH LH 02/17/2023 1 - 19TH STORM CHASE - W. TO E. SECTION SCALE: 1" = 20'SOUTH19TH AVE.STORMWATER CHASE CULVERT CROSSING DRAF T FOR M C D C R E VI E W Febru ar y 2 3, 2 0 2 3 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 12 2 4 1020 20 40 STORMPONDEXISTING DITCH ℄ PROPOSED 10' SHARED USE PATH