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HomeMy WebLinkAbout(41) P&P Utility Plan and Profile (R-1, W-1, SS-1, D-1) 05-12-20214702 4703470447004704 470647074708470347034704470 2 47024702 4704470547074710471347064711 4712471147094708470547004699 []GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGW8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WWVWVWSWSWSWS WSWSWSWSWSWSWSWS8W 8W 8W CPBFC SSSS8S8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S0+001+ 0 0 2+ 0 0 3+ 0 0 PC: 0+44.65P T : 1 + 1 6 . 6 3 10 0011 0012 0013 00 14 00 15 00 16 00 17 00 18 00 19 0020 0020 68PC: 11+36.79PT: 12+83.6 8 PC: 17+33.6 2 PT: 18+80.844678468046904700471047204730474046784680469047004710472047304740FG-EG-9+50FG-EG-FG-4702.91EG-4702.9110+00FG-4704.26EG-4704.26FG-4704.00EG-4704.0011+00FG-4704.19EG-4704.19FG-4704.64EG-4704.6412+00FG-4705.00 EG-4705.00 FG-4708.56 EG-4708.5613+00FG-4710.00 EG-4710.00 FG-4709.96 EG-4709.9614+00FG-4711.12 EG-4711.12 FG-4712.76 EG-4712.7615+00FG-4712.98 EG-4712.98 FG-4711.60 EG-4711.6016+00FG-4713.05 EG-4713.05 FG-4713.40 EG-4713.4017+00FG-4713.48 EG-4713.48 FG-4712.00 EG-4712.0018+00FG-4711.00 EG-4711.00 FG-4710.83 EG-4710.8319+00FG-4710.97 EG-4710.97 FG-4712.00 EG-4712.0020+00FG-4711.60 EG-4711.60 FG- EG-21+00STA=10+07.50ELEV=4708.30 STA=19+89.70 ELEV=4712.01VPI STA=13+10.00VPI ELEV=4706.18K=39.99LVC=100.00'LP STA 12+88.02LP ELEV=4706.43VPC STA=12+60.00 VPC ELEV=4706.53 VPT STA=13+60.00 VPT ELEV=4707.08 1.80%1.20%-1.23%-0.70%EG MATCH EXISTING ± STA=18+20.89 PROPERTY LINE VPI STA=16+50.00VPI ELEV=4712.30K=100.00LVC=60.00'VPC STA=16+20.00 VPC ELEV=4711.76 VPT STA=16+80.00 VPT ELEV=4712.66 VPI STA=18+10.00VPI ELEV=4714.22K=49.34LVC=120.00'HP STA 18+09.21HP ELEV=4713.86VPC STA=17+50.00 VPC ELEV=4713.50 VPT STA=18+70.00 VPT ELEV=4713.48VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5311\001.01 - PUD\ACAD\SHEETS\5311-001_ROAD P&P.DWG PLOTTED BY:CODY FARLEY ON May/11/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleBRIDGER MEADOWSBOZEMANMONTANASHADY GLEN LANE - PLAN AND PROFILE5311.0011R-1CJFMGHJRN05/2021 --------0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.55510255050100LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15COMMONOPEN SPACE 1SHADY GLEN LANET H E L I N K S C O N D OM I N I U M SEXISTINGGRADESTA 19+89.70MATCH EXISTING ASPHALTMATCH EXISTINGSIDEWALKBRIDGER CENTERSUBDIVISIONVILLAGE CREEKTOWNHOUSESEXISTING PONDEMERGENCY ACCESSSEE SHEET D-1BOYLAN ROADFINISHEDGRADECOMMONOPEN SPACE 2COMMONOPEN SPACE 4LOT 16 4670 4680 4690 4700 4710 4720 4730 4670 4680 4690 4700 4710 4720 4730 FG-EG-9+50FG-EG-FG-EG-4702.9110+00 FG-4708.00EG-4704.26FG-4707.65EG-4704.0011+00 FG-4707.30EG-4704.19FG-4706.95EG-4704.6412+00 FG-4706.60EG-4705.00FG-4706.45EG-4708.5613+00 FG-4706.91EG-4710.00FG-4707.80EG-4709.9614+00 FG-4708.70EG-4711.12FG-4709.60EG-4712.7615+00 FG-4710.50EG-4712.98FG-4711.40EG-4711.6016+00 FG-4712.26EG-4713.05FG-4712.90EG-4713.4017+00 FG-4713.50EG-4713.48FG-4713.85EG-4712.0018+00 FG-4713.69EG-4711.00FG-4713.11EG-4710.8319+00 FG-4712.50EG-4710.97FG-EG-4712.0020+00 FG-EG-4711.60FG-EG-21+00 FHYD ASS'Y & 8"X6" REDUCER STA 10+02.36, -3.59' 22.5° BEND STA 10+20.26, -11.00' INV = 4700.70 22.5° BEND STA 11+54.91, -12.18' INV = 4699.89 22.5° BEND STA 12+26.65, -11.67' INV = 4697.77 8" GATE VALVE STA 12+59.73, -10.53' 8"x8" TEE STA 12+64.62, -11.00' INV = 4697.43 11.25° BEND STA 12+69.71, -11.70' INV = 4697.37 8"x6" TEE STA 14+10.00, -11.00' INV = 4700.55 11.25° BEND STA 17+61.75, -8.52' INV = 4705.40 45° BEND STA 18+18.76, 1.82' INV = 4705.40 8"x6" TEE STA 17+78.24, -7.80' INV = 4705.62 -0+10 0+00 1+00 1+61 SSSS8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S -0+10 0+00 1+00 1+61 8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W 8W 8W WVWV WSWSWS WSWSWSWSWSWSWSWSWS8W8W8W-0+10 0+00 1+00 1+61 CP BFC 47024703470447 0 0 47044706 47 0 7 47084703 4703 4 7 0 4 4702 4702 47024704 4705 47 0 7 4710 47134706 471 1 471 2 4711 4709 470 8 470 5 4 7 0 04699 10 0 0 11 0 0 12 0013 0014 0015 0016 0017 0018 001 9 0 0 20 0 0 2 0 6 8 P C : 1 1 + 3 6 . 7 9 PT: 12+83.68PC: 17+33.62PT : 1 8 + 8 0 . 8 4 45° BEND STA 18+18.76, 1.82' INV = 4705.4011.25° BEND STA 17+61.75, -8.52' INV = 4705.67 11.25° BEND STA 12+69.71, -11.70' INV = 4697.37 22.5° BEND STA 12+26.65, -11.67' INV = 4697.77 22.5° BEND STA 11+54.91, -12.18' INV = 4699.89 22.5° BEND STA 10+20.26, -11.00' INV = 4700.70 8"x8" TEE STA 12+64.62 OFFSET -11.00 8" GATE VALVE STA 12+59.73, -10.53' 8" GATE VALVE STA 12+64.13, -15.98' FHYD ASS'Y STA: 14+10.00, -22.50 L FHYD ASS'Y STA: 17+79.87, -21.51 L FHYD ASS'Y STA: 10+02.63, -3.70 L tee-8 in x 8 in- push on-ductile iron-350 psi-AWWA C111/C153 STA 17+78.24 OFFSET -7.80 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2021COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5311\001.01 - PUD\ACAD\SHEETS\5311-001_WATER P&P.DWG PLOTTED BY:CODY FARLEY ON May/11/2021 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 BRIDGER MEADOWS BOZEMAN MONTANA SHADY GLEN LANE - WATER MAIN PLAN AND PROFILE 5311.001 3 W-1 CJF MGH JRN 05/2021 ---- ---- FINISH GRADE (TYP.) 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 EXISTING GRADE (TYP.) FHYD ASS'Y STA: 17+80.00, -21.50 LFHYD ASS'Y STA: 14+10.00, -21.50 L LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 COMMON OPEN SPACE 1 SHADY GL E N L A N E CONNECT TO EXISTING TEE AT FIRE HYDRANT STA: 20+34.82, 11.00' L BRIDGER CENTER SUBDIVISION VILLAGE CR E E K TOWNHOUS E S EXISTING POND EMERGENCY ACCESS SEE SHEET D-1 BOYLAN ROAD CONNECT TO EXISTING TEE AT FIRE HYDRANT STA: 20+34.82, 11.00' L WATER MAIN TO BOYLAN ROAD - SEE SHEET D-1 SEWER MAIN TO BOYLAN ROAD - SEE SHEET D-1 STA: 12+74.90 PROPOSED 8" SAN. SEWER CROSSING THE LINKS CONDOMINIUMS 1.5' MIN. COVER COMMON OPEN SPACE 2 COMMON OPEN SPACE 4 IRRIGATION CONTROLLER AND METER PIT LOT 16 46704680469047004710472047304670468046904700471047204730FG-EG-9+50FG-EG-FG-EG-4702.9110+00FG-4708.00EG-4704.26FG-4707.65EG-4704.0011+00FG-4707.30EG-4704.19FG-4706.95EG-4704.6412+00FG-4706.60EG-4705.00 FG-4706.45 EG-4708.5613+00FG-4706.91 EG-4710.00 FG-4707.80 EG-4709.9614+00FG-4708.70 EG-4711.12 FG-4709.60 EG-4712.7615+00FG-4710.50 EG-4712.98 FG-4711.40 EG-4711.6016+00FG-4712.26 EG-4713.05 FG-4712.90 EG-4713.4017+00FG-4713.50 EG-4713.48 FG-4713.85 EG-4712.0018+00FG-4713.69 EG-4711.00 FG-4713.11 EG-4710.8319+00FG-4712.50 EG-4710.97 FG- EG-4712.0020+00FG- EG-4711.60 FG- EG-20+86SSMH #3STA 10+30.00RIM ELEV=4708.06INV. OUT (E) = 4701.60SSMH #2STA 11+54.91, 1.10' LTRIM ELEV = 4707.24INV. IN (W) = 4701.12INV. OUT (SE) = 4700.92SSMH #1 STA 12+76.95, 0.15' LT RIM ELEV = 4706.44 INV. IN (NW) = 4700.46 INV. IN (S) = 4700.46 INV. OUT (NE) = 4700.26 SSMH #4 STA 15+20.00 RIM ELEV = 4709.96 INV. IN (S) = 4702.57 INV. OUT (N) = 4702.37 SSMH #5 STA 17+76.77, 9.02' RT RIM ELEV = 4713.77 INV. OUT(N) = 4704.60121.00 LF 8" SDR 35 PVC@ 0.40%115.20 LF 8" SDR 35 PVC@ 0.40%239.06 LF 8" SDR 35 PVC @ 0.80%254.0 LF 8" SDR 35 PVC @ 0.80%SSSS8S 8S8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S-0+100+001+001+614702 4703470447004704 47064707470847034703470447024702 4702 4704470547074710471347064711 4712471147094708470547004699 8W8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W8W WVWVWSWSWSWS WSWSWSWSWSWSWSWS8W 8W 8W-0+100+001+001+61CPBFC-0+100+001+001+61125.00 LF 12" SDR 35 PVC @ -0.38%119.20 LF 12" SDR 35 PVC @ -0.39%243.06 LF 12" SDR 35 PVC @ 0.87%258.00 LF 12" SDR 35 PVC @ 0.79%10 0011 0012 0013 00 14 00 15 00 16 00 17 00 18 00 19 0020 0020 68SSMH #3STA: 10+30.00, 0.00SSMH #2STA: 11+54.91, -1.10 LTSSMH #1STA: 12+76.95, -0.15 LTSSMH #4STA: 15+20.00, 0.00SSMH #5STA: 17+76.77, 6.43 RT[]GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5311\001.01 - PUD\ACAD\SHEETS\5311-001_SEWER P&P.DWG PLOTTED BY:CODY FARLEY ON May/11/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleBRIDGER MEADOWSBOZEMANMONTANASHADY GLEN LANE - SEWER MAIN PLAN AND PROFILE5311.0012SS-1CJFMGHJRN05/2021 FINISH GRADE (TYP.)EXISTING GRADE (TYP.)0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.55510255050100LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15OPEN SPACE 1SHADY GLEN LANECONNECT TO EXISTINGTEE AT FIRE HYDRANTSTA: 20+34.82, 11.00' LBRIDGER CENTERSUBDIVISIONVILLAGE CREEKTOWNHOUSESEXISTING PONDEMERGENCY ACCESSSEE SHEET D-1BOYLAN ROADWATER MAIN TO BOYLANROAD - SEE SHEET D-1SEWER MAIN TO BOYLANROAD - SEE SHEET D-1THE LINKSCONDOMINIUMSLOT 16 GWGWS89°41'20"E 28.44' S0°26'30"W 177.15' 8W 8W 8WWS WS 0+001+002+0017 +0 0 18 + 0 0 PC : 1 7+ 3 3 . 6 2 PC: 0+4 4.65PT: 1+16.638S 8S 4711 4696 4700 4710 4720 4696 4700 4710 4720 FG-EG--0+25 FG-4713.73EG-4713.190+00 FG-4712.64EG-4713.62FG-4711.49EG-4711.801+00 FG-4709.14EG-4708.26FG-4708.08EG-4708.002+00 FG-EG-4708.002+25 VPI STA=0+98.72 VPI ELEV=4711.77 K=16.67 LVC=55.68' HP STA 0+70.88 HP ELEV=4712.27 VPC STA=0+70.88VPC ELEV=4712.27VPT STA=1+26.56VPT ELEV=4710.34-2.97% -1.79% -5.13% -1.16% STA=0+00.00 ELEV=4713.73 STA=0+16.50ELEV=4713.24STA=1+62.09ELEV=4708.52STA=2+07.09 ELEV=4708.00 VPI STA=1+55.00 VPI ELEV=4708.52 K=13.01 LVC=50.00' LP STA 1+80.00 LP ELEV=4708.23 VPC STA=1+30.00 VPC ELEV=4709.77 VPT STA=1+80.00 VPT ELEV=4708.23 GWGWGWGW8W8W8WWVWV WS8W 8W 8W-0+100+001+001+6113+00 PT: 12+ 8 3 . 6 8 SSSS8S8S8S-0+100+001+001+61470647074708 4690 4700 4710 4690 4700 4710 FG-EG--0+50 FG-4705.79EG-4705.790+00 FG-4704.21EG-4704.211+00 FG-4705.40EG-4705.40FG-EG-2+00 161.25 LF 8" PVC @ 0.40% 4675 4680 4690 4700 4710 4675 4680 4690 4700 4710 EG--0+50 EG-4705.790+00 EG-4704.211+00 EG-4705.40EG-2+00SSMH #1STA 0+00.81, 5.50' RTRIM EL. = 4706.44INV. IN (NW) = 4700.46INV. IN (S) = 4700.46INV. OUT (NE) = 4700.26EXISITNG MANHOLESTA 1+66.06, 5.50' RTRIM EL. = 4705.68±EXIST. INV. IN (NE) = 4699.45±EXIST. INV. IN (SE) = 4699.43±PROP. INV. IN (SW) = 4699.62EXIST. INV. OUT (NE) = 4699.35±GWGWGWGW8W8W8WWVWV WS8W 8W 8W-0+100+001+001+6113+00 PT: 12+ 8 3 . 6 8 SSSS8S8S8S-0+100+001+001+61470647074708 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2021COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5311\001.01 - PUD\ACAD\SHEETS\5311-001_MISC P&P.DWG PLOTTED BY:CODY FARLEY ON May/11/2021 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 1 Engineering Place Helena, MT 59602 406.442.3050 www.m-m.net engineers surveyors planners scientists MorrisonMaierle BRIDGER MEADOWS BOZEMAN MONTANA MISCELLANEOUS PLAN AND PROFILES 5311.001 4 D-1 CJF MGH JRN 05/2021 ---- ---- LOT 15 LOT 14 LOT 16 STA 0+11.83, 5.50' LT NEW 8"x8" TEE STA 0+16.83, 5.50' LT NEW 8" GATE VALVE EXISTING GRADE FINISHED GRADE 6.5' MIN. COVER PROPOSED 12" CULVERT INSTALL INSULATION. SEE DETAIL INV. = 4703.00 INV. = 4703.20 STA 1+07.00 28-LF 12" HP STORM @ 0.71%SHAD Y G L E N L A N E SHADY GLEN LANEBOYLAN ROADLOT 8 INV. = 4703.00 INV. = 4703.20 STA 1+07.00 30-LF 12" HP STORM @ 0.67%SHADY GLEN LANEBOYLAN ROADLOT 8 EXISTING GRADE FINISHED GRADE PROPOSED 12" HP STORM CULVERT EMERGENCY ACCESS BRIDGER CENTERSUBDIVISIONFINISHED GRADE 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 510 10 20 2550 50 100 -STA: 1+51.39, 5.50' LT INSTALL 8"x8" TAPPING TEE ON EXISTING 8" DI WATER MAIN 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 510 10 20 2550 50 100 WATER MAIN TO BOYLAN ROAD STA: 1+51.39, 5.50' LT INSTALL 8"x8" TAPPING TEE ON EXISTING 8" DI WATER MAIN EXISTING SEWER MANHOLE SSMH #1 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 510 10 20 2550 50 100 SEWER MAIN TO BOYLAN ROAD FINISHED GRADE