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HomeMy WebLinkAboutDurston 2015 Roadway Improvements- Record DrawingsN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\COVER- DURSTON RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON 7/12/2016DILLONDEERLODGEPOLSONANACONDAHAMILTONMILES CITYGLENDIVEGLASGOWHAVREBILLINGSHELENABUTTEGREAT FALLSBOZEMANLIVINGSTONLEWISTOWNKALISPELLMISSOULALIBBYCONRADPROJECT LOCATIONDURSTON ROAD2015 ROADWAY IMPROVEMENTSBOZEMAN, MTCONSTRUCTION DRAWINGS FORPREPARED BY:©COPYRIGHT MORRISON-MAIERLE, INC., 20162880 Technology Blvd. West, Bozeman, MT 59718Phone: (406) 587-0721 Fax: (406) 922-6702LOCATION MAPVICINITY MAPNO SCALENO SCALEPROJECTLOCATIONSET NO.MMI PROJECT NO. 5352.004APPROVED BY:CLIENT:JAMES R. NICKELSON, P.E.Project Manager©This document was prepared byMorrison-Maierle, Inc. and may containconfidential or privileged information.Morrison-Maierle, Inc. retains allcommon law, statutory, and reservedrights including the copyright thereto.Unauthorized use of this document isstrictly prohibited and may be unlawful.Project Principal Peer ReviewerDiscipline Head or Office ManagerProject ManagerQUALITY ASSURANCEProject NumberOffice Manager Approval DateQuality Assurance NumberBOZEMANHUFFINE LANECOTTONWOOD RD DURSTON RD19TH AVE MAIN STTHE LAKES AT VALLEY WEST, BOZEMAN, LLCJack SchunkeJames Nickelson5352.004Kevin JacobsenJames Nickelson5352.004.01-088.000318DURSTON ROAD- 2015 ROADWAYIMPROVEMENTSSHEETTITLECOVERCOVER SHEETGENERAL SHEETSG-1GENERAL NOTES, LEGEND, ABREVIATIONSG-2SURVEY CONTROL SHEETROAD PLAN AND PROFILE SHEETSR-1DURSTON ROAD 4+00 - 18+00R-2DURSTON ROAD 18+00 - 32+00R-3DURSTON ROAD 32+00 - ENDSTORM DRAIN SHEETSSD-1STORM DRAIN7+00 TO 13+00 & 25+50 TO 33+00SD-2STORM DRAIN 31+00 TO ENDSD-3STORM DRAIN DETAILSD-4STORM DRAIN DETAILSSD-5STORM DRAIN DETAILDETAIL SHEETSD-1DURSTON ROAD SECTIOND-2INTERSECTION DETAILSD-3DETAILSELECTRICAL SHEETSE-1SYMBOL LEGEND AND ABBREVIATIONS ANDSCHEDULESE-2ELECTRICAL DETAILSE-3DURSTON ROAD LIGHTINGSIGNING AND STRIPINGS-1SIGNING PLANSS-2SIGNING PLANSS-3SIGNING PLANSTRAFFIC SIGNAL PLANSES-1ELECTRICAL PLANSES-2ELECTRICAL PLANSES-3ELECTRICAL PLANSES-4ELECTRICAL PLANSES-5ELECTRICAL PLANSES-6ELECTRICAL PLANSES-7ELECTRICAL PLANS ///WSSSSNGXXOOHPE6SE4SE10SE12SU2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702REVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\G-1- DURSTON RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004G-1BOZEMANMONTANADSKDJJRN06/2015STANDARD ABBREVIATIONS, GENERAL NOTES,LEGENDDURSTON ROAD2015 ROADWAY IMPROVEMENTSRECORD DRAWING SD SD MATCH LINE THIS SHEETWWMATCH LINETHIS SHEET 2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702010010020050HORIZ. SCALEIN FEETSURVEY CONTROLDURSTON ROAD2015 ROADWAY IMPROVEMENTSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\DURSTON- SURVEY CONTROL- GOOD- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-G-2BOZEMANMONTANACPKCPKJRN06/2015SURVEY CONTROL POINTSPNT NORTHING EASTING ELEVATION DESC.224 527737.549 1554770.6874743.32 AC225 527711.8701556229.789 4748.60 AC251 527700.276 1556944.2604747.04YPC332 527663.918 1558829.7294754.09 ACDURSTON ROADLAUREL PARKWAY WESTMORLAND DRIVENOTE: COORDINATES ARE MONTANA STATE PLANE COORDINATES,SINGLE ZONE, NAD83, REFERENCED TO C.O.R.S. STATION 'MTSU'.VERTICAL DATUM IS CITY OF BOZEMAN [NAVD-19.4' (±)]COTTONWOOD ROAD DURSTON ROADTWIN LAKES ROAD ROSA WAY RECORD DRAWINGCONTROL POINTS WIPED OUT DURING CONSTRUCTION. (A.B.) SDSDSDSDSDSDSDSDSDSD4+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+00SDSDNGNGNG NG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG NG NG NGBTWWWWWW WWWWWWWWWWWWWBOWBOWWWWWWWWW WWBO WWWWWW8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S 8S8S8S8S8S SSSSSSTA 6+70STA 14+93DURSTON ROADLOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 15LOT 16LOT 173684 sq.ft.LOT 183119 sq.ft.LOT 193038 sq.ft.LOT 202868 sq.ft.LOT 213513 sq.ft.LOT 14LOT 13LOT 223452 sq.ft.LOT 233000 sq.ft.LOT 243000 sq.ft.30.50'47304735474047454750475547604730473547404745475047554760FG-EG-4744.17FG-EG-4744.354+50FG-EG-4744.30FG-4743.50EG-4744.075+00FG-4743.35EG-4743.78FG-4743.22EG-4743.725+50FG-4743.10EG-4743.70FG-4742.97EG-4743.606+00FG-4742.85EG-4743.39FG-4742.72EG-4743.216+50FG-4742.60EG-4743.06FG-4742.48EG-4742.927+00FG-4742.35EG-4742.75FG-4742.23EG-4742.597+50FG-4742.10EG-4742.53FG-4741.98EG-4742.498+00FG-4741.90EG-4742.49FG-4741.90EG-4742.558+50FG-4742.00EG-4742.69FG-4742.15EG-4742.959+00FG-4742.30EG-4743.14FG-4742.46EG-4743.279+50FG-4742.61EG-4743.41FG-4742.76EG-4743.5410+00FG-4742.92EG-4743.68FG-4743.07EG-4743.7910+50FG-4743.22EG-4743.88FG-4743.38EG-4744.0111+00FG-4743.53EG-4744.17FG-4743.68EG-4744.3711+50FG-4743.84EG-4744.54FG-4743.99EG-4744.6912+00FG-4744.15EG-4744.84FG-4744.30EG-4744.9912+50FG-4744.45EG-4745.11FG-4744.61EG-4745.2413+00FG-4744.76EG-4745.35FG-4744.91EG-4745.5113+50FG-4745.07EG-4745.69FG-4745.22EG-4745.8914+00FG-4745.37EG-4746.05FG-4745.53EG-4746.2314+50FG-4745.68EG-4746.40FG-4745.83EG-4746.5415+00FG-4745.99EG-4746.65FG-4746.14EG-4746.7815+50FG-4746.29EG-4746.97FG-4746.45EG-4747.1316+00FG-4746.60EG-4747.24FG-4746.76EG-4747.3316+50FG-4746.91EG-4747.54FG-4747.06EG-4747.7917+00FG-4747.22EG-4747.98FG-4747.37EG-4748.1117+50FG-4747.52EG-4748.21FG-4747.70EG-4748.1418+00STA 6+70CENTERLINE WESTGATE-0.66%-0.50%0.61%STA=4+78.45ELEV=4743.64STA=5+17.06ELEV=4743.38STA=17+79.00ELEV=4747.55PVI STA: 8+39.88PVI ELEV: 4741.78K: 71.98LVC: 80.00LP STA: 8+35.67LP ELEV: 4741.89BVCS: 7+99.88BVCE: 4741.98EVCS: 8+79.88EVCE: 4742.032880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-67020505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETDURSTON ROAD4+00 - 18+00DURSTON ROAD2015 ROADWAY IMPROVEMENTSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\R-1 - R-3 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-R-1BOZEMANMONTANACPKCPKKDJ06/2015KDJ05/18/2015EXISTING ELEV. AT CLFG ELEV. AT SOUTH EDGE OF PAVEMENTFINISH GRADE AT SOUTHEDGE OF ASPHALTEXISTING ASPHALT AT CLDURSTON ROAD50' TBC-TBCDURSTON/ WESTGATEINTERSECTIONSEE DETAILMATCH LINESEE SHEET R-2EXISTINGPROPOSEDD-11RECORD DRAWINGWESTGATE APPROACH SHIFTED 2.16' TO THEWEST TO ACCOMMODATE RE-ALIGNMENT OFTHE SEWER DURING CONSTRUCTION. (A.B.)EXISTING ASPHALT WAS SAW-CUT APPROX. 1'SOUTH OF EXISTING WHITE LINE, TYP FORENTIRE LENGTH OF DURSTON. (A.B.) SDSDSDSDSDSDSDSDSD18+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+00NG NG NGNGNGNG NG NGBTBTBTBTBTBTBTBTBTNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG WWWWWWWWWWWWWWWWWWWWWW8S8S8S8S8S8S8S8S8S8S8SDURSTON ROADWESTMORLAND DRIVESTA 18+37 PISTA 14+51STA 24+99STA 25+42SAW-CUT EXISTING ASPHALT ATWHITE TRAFFIC STRIPE.LOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 186000 sq.ft.LOT 14LOT 13LOT 12LOT 166489 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.55.00'56.63'30.50'LAUREL PARKWAY47304735474047454750475547604730473547404745475047554760FG-4747.87EG-4748.33FG-4748.05EG-4748.2818+50FG-4748.23EG-4747.78FG-4748.40EG-4748.7419+00FG-4748.58EG-4749.09FG-4748.76EG-4749.3619+50FG-4748.93EG-4749.49FG-4749.11EG-4749.6220+00FG-4749.26EG-4749.75FG-4749.41EG-4749.9020+50FG-4749.56EG-4750.09FG-4749.71EG-4750.2521+00FG-4749.86EG-4750.38FG-4750.00EG-4750.4921+50FG-4750.10EG-4750.57FG-4750.15EG-4750.6322+00FG-4750.17EG-4750.64FG-4750.14EG-4750.5622+50FG-4750.07EG-4750.48FG-4749.96EG-4750.4023+00FG-4749.83EG-4750.31FG-4749.71EG-4750.2023+50FG-4749.58EG-4750.04FG-4749.46EG-4749.8724+00FG-4749.33EG-4749.71FG-4749.21EG-4749.5724+50FG-4749.08EG-4749.47FG-4748.96EG-4749.4125+00FG-4748.83EG-4749.34FG-4748.71EG-4749.2325+50FG-4748.58EG-4749.04FG-4748.46EG-4748.8626+00FG-4748.33EG-4748.76FG-4748.21EG-4748.6026+50FG-4748.08EG-4748.45FG-4747.96EG-4748.3527+00FG-4747.83EG-4748.36FG-4747.90EG-4748.4627+50FG-4748.02EG-4748.55FG-4748.15EG-4748.6528+00FG-4748.27EG-4748.79FG-4748.40EG-4748.9528+50FG-4748.52EG-4749.01FG-4748.65EG-4749.0429+00FG-4748.62EG-4749.01FG-4748.50EG-4748.9829+50FG-4748.37EG-4748.96FG-4748.25EG-4748.9130+00FG-4748.12EG-4748.89FG-4748.22EG-4748.9530+50FG-4748.35EG-4748.98FG-4748.47EG-4749.0131+00FG-4748.60EG-4749.05FG-4748.50EG-4749.0831+50FG-4748.38EG-4749.11FG-4748.48EG-4749.1932+00STA 18+37CENTERLINE LAURELSTA 24+99CENTERLINE WESTMORLANDPVI STA: 22+13.77PVI ELEV: 4750.39K: 147.57LVC: 161.88HP STA: 22+20.92HP ELEV: 4750.17BVCS: 21+32.83BVCE: 4749.90EVCS: 22+94.71EVCE: 4749.98STA=20+00.05ELEV=4749.11STA=27+30.86ELEV=4747.80STA=29+10.06ELEV=4748.70STA=30+27.68ELEV=4748.11STA=31+28.09ELEV=4748.61STA=31+77.52ELEV=4748.36STA=32+00.00ELEV=4748.480.60%0.71%-0.50%0.50%-0.50%0.50%-0.50%0.50%2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-67020505010025HORIZ. SCALEIN FEETDURSTON ROAD18+00 - 32+00SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\R-1 - R-3 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-R-2BOZEMANMONTANACPKCPKKDJ06/2015KDJ05/18/2015055102.5VERT. SCALEIN FEETDURSTON ROAD2015 ROADWAY IMPROVEMENTSEXISTING ELEV. AT CLFG ELEV. AT SOUTH EDGE OF PAVEMENTFINISH GRADE AT SOUTHEDGE OF ASPHALTEXISTING ASPHALT AT CLDURSTON ROAD50' TBC-TBCMATC H LI N E SEE S H E E T R - 2MATCH LINESEE SHEET R-3DURSTON/ LAURELINTERSECTIONSEE DETAILDURSTON/ WESTMORLANDINTERSECTIONSEE DETAILUTILITY ACCESSSEE DETAILD-12D-13D-14RECORD DRAWING 32+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+00NGBTBT BTBTBTBTVBTVNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNG NG NG NGW W W SAW-CUT EXISTING ASPHALT ATWHITE TRAFFIC STRIPE4735474047454750475547604765477047354740474547504755476047654770FG-4748.61EG-4749.29FG-4748.75EG-4749.4032+50FG-4748.88EG-4749.58FG-4749.02EG-4749.6833+00FG-4749.16EG-4749.77FG-4749.29EG-4749.9133+50FG-4749.43EG-4750.06FG-4749.57EG-4750.1934+00FG-4749.70EG-4750.30FG-4749.84EG-4750.3834+50FG-4749.97EG-4750.51FG-4750.11EG-4750.6335+00FG-4750.25EG-4750.74FG-4750.38EG-4750.8235+50FG-4750.52EG-4750.92FG-4750.66EG-4751.0936+00FG-4750.79EG-4751.23FG-4750.93EG-4751.3836+50FG-4751.06EG-4751.52FG-4751.20EG-4751.6337+00FG-4751.34EG-4751.74FG-4751.47EG-4751.8837+50FG-4751.61EG-4752.03FG-4751.74EG-4752.1938+00FG-4751.87EG-4752.31FG-4752.00EG-4752.3938+50FG-4752.12EG-4752.49FG-4752.25EG-4752.5939+00FG-4752.12EG-4752.71FG-4752.05EG-4752.7939+50FG-4752.17EG-4752.93FG-4752.30EG-4753.0740+00FG-4752.46EG-4753.21FG-4752.62EG-4753.3940+50FG-4752.79EG-4753.54FG-4752.95EG-4753.7141+00FG-4753.11EG-4753.83FG-4753.27EG-4753.9541+50FG-4753.44EG-4754.08FG-4753.60EG-4754.1942+00FG-4753.76EG-4754.33FG-4753.92EG-4754.4742+50FG-4754.09EG-4754.58FG-4754.25EG-4754.6943+00FG-4754.41EG-4754.79FG-4754.57EG-4754.9743+50FG-EG-4755.11FG-EG-4755.1244+00FG-EG-4754.54FG-EG-4754.5944+50FG-EG-4754.55FG-EG-4754.6245+00-0.50%0.50%0.65%0.50%0.54%STA=32+00.00ELEV=4748.48STA=38+10.69ELEV=4751.80STA=39+00.00ELEV=4752.25STA=39+45.00ELEV=4752.02STA=40+00.00ELEV=4752.30STA=43+68.54ELEV=4754.70-0.50%0.50%0.65%0.50%0.54%STA=32+00.00ELEV=4748.48STA=38+10.69ELEV=4751.80STA=39+00.00ELEV=4752.25STA=39+45.00ELEV=4752.02STA=40+00.00ELEV=4752.30STA=43+68.54ELEV=4754.70STA 43+69WEST PC TBC @ COTTONWOOD2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-67020505010025HORIZ. SCALEIN FEETDURSTON ROAD32+00 - 45+00SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\R-1 - R-3 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-R-3BOZEMANMONTANACPKCPKKDJ06/2015KDJ05/18/2015055102.5VERT. SCALEIN FEETDURSTON ROAD2015 ROADWAY IMPROVEMENTSEXISTING ELEV. AT CLFG ELEV. AT SOUTH EDGE OF PAVEMENTFINISH GRADE AT SOUTHEDGE OF ASPHALTEXISTING ASPHALT AT CLDURSTON ROAD50' TBC-TBCMATC H LI N E SEE S H E E T R- 2 DURSTON/ COTTONWOODINTERSECTIONSEE DETAILD-21RECORD DRAWING SDSDSD7+008+009+0010+0011+0012+0013+00SDSDSDNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGWWWWWWWWWBOWBOWWWWWWWWWW WWBO W8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S SSSSSSDURSTON ROADSD-3147204725473047354740474547504720472547304735474047454750FG-4742.60EG-4743.06FG-4742.48EG-4742.927+00FG-4742.35EG-4742.75FG-4742.23EG-4742.597+50FG-4742.10EG-4742.53FG-4741.98EG-4742.498+00FG-4741.90EG-4742.49FG-4741.90EG-4742.558+50FG-4742.00EG-4742.69FG-4742.15EG-4742.959+00FG-4742.30EG-4743.14FG-4742.46EG-4743.279+50FG-4742.61EG-4743.41FG-4742.76EG-4743.5410+00FG-4742.92EG-4743.68FG-4743.07EG-4743.7910+50FG-4743.22EG-4743.88FG-4743.38EG-4744.0111+00FG-4743.53EG-4744.17FG-4743.68EG-4744.3711+50FG-4743.84EG-4744.54FG-4743.99EG-4744.6912+00FG-4744.15EG-4744.84FG-4744.30EG-4744.9912+50FG-4744.45EG-4745.11FG-4744.61EG-4745.2413+00STA 6+70CENTERLINE WESTGATE-0.50%STA 8+87.15 81.51' RTSD MH #1 (4' DIA)RIM= 42.0012" INV (NW)=39.1012" INV (NE)= 39.10DETENTION POND #1TEMPORARYSTA 9+00END 2- 3614" X 2212" ARCPINV(S)= 38.30STA 13+00.00CURB INLET #2 (2' X 3')TBC= 44.9912" INV= 41.30STA 8+35.92CURB INLET #1 (2' X 3')TBC= 42.2612" INV= 39.50SDSDSDSDSDSD25+0026+0027+0028+0029+0030+0031+0032+0033+00NG BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGSTA 24+99STA 25+42APPROX. STA 27+38, MIN 75' RTSOUTH END OF F.E.S.INV= 41.48POND AND OUTLETSTRUCTURE NOT INCONTRACTSTA 27+30.86CURB INLET #2 (2' X 3')TBC= 48.17STA 30+27.68CURB INLET #3 (3' DIA)TBC= 48.49STA 31+76.00CURB INLET #4 (2' X 3')TBC= 48.74STA 26+23.95 72.20' RTF.E.S. INV= 43.65PROTECT EXISTINGSEWER FORCE MAINS(UNDER EXISTING SEWER)64 LF- 88" X 54" ARCPAND F.E.S. @ 1.30%APPROX. STA 27+56 13' RTREMOVE F.E.S. AND EXTENDEXISTING CULVERT1STA 32+00.00 74.39' RTFL= 47.43STA 31+33.48 104.82' RTEND GRASS SWALEFL= 46.89APPROX. STA 29+70, 13' RTREMOVE F.E.S. AND EXTENDEXISTING CULVERT1APPROX. STA 29+70, MIN. 65' RTSOUTH END OF F.E.S.INV= 44.1452 LF- 24" RCP AND F.E.S. @ 1.50%40 LF- 12" RCP @ 0.60%STA 30+43.68 62.50' RTF.E.S. INV= 45.00EXIST. 88" X 54" ARCPEXIST. 24" RCP47304735474047454750475547604730473547404745475047554760FG-4748.71EG-4749.2325+50FG-4748.58EG-4749.04FG-4748.46EG-4748.8626+00FG-4748.33EG-4748.76FG-4748.21EG-4748.6026+50FG-4748.08EG-4748.45FG-4747.96EG-4748.3527+00FG-4747.83EG-4748.36FG-4747.90EG-4748.4627+50FG-4748.02EG-4748.55FG-4748.15EG-4748.6528+00FG-4748.27EG-4748.79FG-4748.40EG-4748.9528+50FG-4748.52EG-4749.01FG-4748.65EG-4749.0429+00FG-4748.62EG-4749.01FG-4748.50EG-4748.9829+50FG-4748.37EG-4748.96FG-4748.25EG-4748.9130+00FG-4748.12EG-4748.89FG-4748.22EG-4748.9530+50FG-4748.35EG-4748.98FG-4748.47EG-4749.0131+00FG-4748.60EG-4749.05FG-4748.50EG-4749.0831+50FG-4748.38EG-4749.11FG-4748.48EG-4749.1932+00FG-4748.61EG-4749.29FG-4748.75EG-4749.4032+50FG-4748.88EG-4749.58FG-4749.02EG-4749.6833+000.50%-0.50%0.50%-0.50%0.50%STA 30+27.68CURB INLET #4 (3' DIA)TBC= 48.4812" INV (E)= 45.2412" INV (S)= 45.24STA 31+76.00CURB INLET #5 (2' X 3')TBC= 48.7412" INV= 46.12DETENTION PONDNOT IN CONTRACTSTA 26+23.95 72.20' RTINV=43.65115 LF- 12" RCP @1.00%146 LF- 12" SDR-35 PVC@0.60%STA 27+39 74' RTEND 88" X 44" ARCPINV=41.41STA 27+30.86CURB INLET #3 (2' X 3')TBC= 48.1712" INV= 44.802880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-67020505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETSTORM DRAINDURSTON ROAD2015 ROADWAY IMPROVEMENTSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\SD-1 SD-2 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-SD-1BOZEMANMONTANACPKCPKKDJ06/2015KDJ05/18/2015EXISTING ELEV. AT CLFG ELEV. AT SOUTH EDGE OF PAVEMENTFINISH GRADE AT SOUTHEDGE OF ASPHALTEXISTINGASPHALTAT CLFINISH GRADE AT SOUTHEDGE OF ASPHALTEXISTINGASPHALTAT CLEXISTING ELEV. AT CLFG ELEV. AT SOUTH EDGE OF PAVEMENTGRASS SWALE@ 0.70%, SEE1REMOVE AND SALVAGE EXISTING FLARED END SECTION(F.E.S.). INSTALL FISH RESTING PIPE SECTION ON EXISTINGPIPE, CONTINUE PIPE EXTENSION USING STANDARDCONCRETE PIPE, ENDING WITH THE SALVAGED F.E.S. TOINDICATED LOCATION. FOR FISH RESTING PIPE, SEE DETAILKEY NOTESSD-54SD-43RECORD DRAWING48" DIA (A.B.)NOTE: MOST OF THE STORM DRAIN INLET STRUCTURE DIAMETERS WERE INCREASED FROMORIGINAL PLANS TO ACCOMMODATE AN INTEGRATED RUBBER GASKET. (A.B.)INLET SHIFTED 2FT TO THE WEST TOAVOID TELEPHONE LINE. LOW POINT INTHE CURB SHIFTED ACCORDINGLY. (A.B.)31+74 (A.B.)31+74 (A.B.) SDSDSD31+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+00NG BTBTBTBTBTBTBTBTBTBTBTVBTVBTVBTVBTVNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTNG NG NG NGW W W EXTEND EXIST. 44 LF 5812" X 36" ARCPSTA 44+20.19 37.83' RTSD MH #4 (4' DIA)STA 39+46.63 70.10' RTSD MH #2 (4' DIA)STA 44+03.39 80.40' RTSD MH #3 (4' DIA)STA 44+29.03 69.41' RTCURB INLET #5 (2'X3')POOL, TYPE 2SEE DETAILGRASS SWALE @0.70%DETAILSTA 39+45.00CONCRETE SIDEWALK CHASEC.O.B. STD DWG 02529-14SD-43SD-33SD-41DETENTION BASIN #2DETENTION BASIN #3STA 32+00.00 74.39' RTFL= 47.43STA 31+33.48 104.82' RTEND GRASS SWALEFL= 46.89POOL, TYPE 1 (TYP)SEE DETAILSD-51APPROX. STA 29+70, 13' RTREMOVE F.E.S. AND EXTENDEXISTING CULVERT1APPROX. STA 29+70, MIN. 65' RTSOUTH END OF F.E.S.40 LF- 12" RCP @ 0.60%STA 30+43.68 62.50' RTF.E.S. INV= 45.00SD-5147354740474547504755476047654735474047454750475547604765FG-4748.61EG-4749.29FG-4748.75EG-4749.4032+50FG-4748.88EG-4749.58FG-4749.02EG-4749.6833+00FG-4749.16EG-4749.77FG-4749.29EG-4749.9133+50FG-4749.43EG-4750.06FG-4749.57EG-4750.1934+00FG-4749.70EG-4750.30FG-4749.84EG-4750.3834+50FG-4749.97EG-4750.51FG-4750.11EG-4750.6335+00FG-4750.25EG-4750.74FG-4750.38EG-4750.8235+50FG-4750.52EG-4750.92FG-4750.66EG-4751.0936+00FG-4750.79EG-4751.23FG-4750.93EG-4751.3836+50FG-4751.06EG-4751.52FG-4751.20EG-4751.6337+00FG-4751.34EG-4751.74FG-4751.47EG-4751.8837+50FG-4751.61EG-4752.03FG-4751.74EG-4752.1938+00FG-4751.87EG-4752.31FG-4752.00EG-4752.3938+50FG-4752.12EG-4752.49FG-4752.25EG-4752.5939+00FG-4752.12EG-4752.71FG-4752.05EG-4752.7939+50FG-4752.17EG-4752.93FG-4752.30EG-4753.0740+00FG-4752.46EG-4753.21FG-4752.62EG-4753.3940+50FG-4752.79EG-4753.54FG-4752.95EG-4753.7141+00FG-4753.11EG-4753.83FG-4753.27EG-4753.9541+50FG-4753.44EG-4754.08FG-4753.60EG-4754.1942+00FG-4753.76EG-4754.33FG-4753.92EG-4754.4742+50FG-4754.09EG-4754.58FG-4754.25EG-4754.6943+00FG-4754.41EG-4754.79FG-4754.57EG-4754.9743+50FG-EG-4755.11FG-EG-4755.1244+00FG-EG-4754.54FG-EG-4754.5944+50FG-EG-4754.55FG-EG-4754.6245+00-0.50%0.50%0.65%0.50%0.54%STA 43+69WEST PC TBC @ COTTONWOODSTA 39+46.68 70.10' RTSD MH #2 (4' DIA)RIM= 52.0012" INV(NW)= 48.9012" INV(NE)= 48.9010 LF- 12" PVC @ 1.00%STA 39+62 57.3' RTEND 5812" X 36" ARCPF.E.S. INV= 47.5712 LF- 12" PVC @0.83%DETENTION BASIN #2FLOWLINE BAXTER DITCH0.60%STA 44+03.37 80.40' RTSD MH #3 (4' DIA)RIM=54.0012" INV (NW)= 51.4012" INV (S)= 51.40STA 44+20.19, 37.83' RTSD MH #4 (4'DIA)RIM= 53.8524" INV (E)= 50.83±24" INV (W)= 50.83±STA 44+29.03 69.41' RTCURB INLET #5 (2' X 3')TBC= 54.4612" INV= 51.70STA 40+45.00 POOL, TYPE 1FL= 48.20STA 41+20.00 POOL, TYPE 1FL= 48.60STA 42+60.00 POOL, TYPE 1FL= 49.50STA 43+50.00 POOL, TYPE 1FL= 50.002880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-67020505010025HORIZ. SCALEIN FEETSTORM DRAIN31+00 TO ENDSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\SD-1 SD-2 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-SD-2BOZEMANMONTANACPKCPKKDJ06/2015KDJ05/18/2015055102.5VERT. SCALEIN FEETDURSTON ROAD2015 ROADWAY IMPROVEMENTSEXISTING ELEV. AT CLFG ELEV. AT SOUTH EDGE OF PAVEMENTFINISH GRADE AT SOUTHEDGE OF ASPHALTEXISTING ASPHALT AT CLDURSTON ROADRECORD DRAWING5' DIA (A.B.)SEE SD-4 RECORD DRAWING (A.B.) 8+009+00SD NGNGNGNGNGNGNGNGNGNGNGWWWBO42'20'SD MH #1SEE DETAILC.O.B. STANDARD SQUARE INLETDWG 02720-1AELEVATIONS PER PLAN-2EMERGENCY OVERFLOWELEV= 40.20DETAILSD-451F.E.S. INV= 37.68POND AND OUTLETSTRUCTURES NOTIN CONTRACT60'EXISTING 24" RCP38+0039+0040+00NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTEMERGENCY OVERFLOWELEV= 50.00DETAIL22'3'STA 39+45.0024 LF CONCRETE SIDEWALK CHASEPER C.O.B. STD DWG 02529-14APPROX. STA 39+62, MIN 58' RTSOUTH END OF F.E.S.INV= 47.57SD-452FT WIDE BERMTOP ELEV.= 52.50APPROX. STA 39+60, 17' RTREMOVE F.E.S. AND EXTENDEXISTING CULVERTTBC= 52.39FL= 51.89FL= 51.5344 LF 5812" X 36" ARCPAND F.E.S. @ 0.85%DETENTION BASIN #210 YEAR WATER SURFACE ELEV= 50.00BOTTOM ELEV= 48.5010-YR STORAGE VOLUME (MIN)= 330 CU. FT4:1 SIDE SLOPESFL= 52.40GRADING LIMITSPROTECT EXISTINGIRRIGATION LINEEXISTING 5812" X 36" ARCP2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702STORM DRAIN DETAILSDURSTON ROAD2015 ROADWAY IMPROVEMENTSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\SD-3 SD-4 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-SD-3BOZEMANMONTANACPKCPKKDJ06/2015KDJ05/18/2015DETENTION BASIN #11SD-11" = 20'DETENTION BASIN #23SD-21" = 20'OUTLET STRUCTURE #24-NTSOUTLET STRUCTURE #12-NTS1KEY NOTESREMOVE EXISTING 24" RCP. INSTALL 8 LF FISH RESTING PIPESECTIONS, ONE ON EACH PIPE, FROM 12' TO 20' SOUTH OF THEDESIGN CENTERLINE OF DURSTON ROAD. NORTH AND SOUTHOF FISH RESTING SECTIONS, INSTALL STANDARD PIPE AND F.E.S.FOR FISH RESTING PIPE, SEE DETAILREMOVE AND SALVAGE EXISTING FLARED END SECTION (F.E.S.).INSTALL FISH RESTING PIPE SECTION ON EXISTING PIPE,CONTINUE PIPE EXTENSION USING STANDARD CONCRETE PIPE,ENDING WITH THE SALVAGED F.E.S. TO INDICATED LOCATION.FOR FISH RESTING PIPE, SEE DETAILDETENTION BASIN #1 (TEMPORARY)10 YEAR WATER SURFACE ELEV= 40.20BOTTOM ELEV= 38.7010-YR STORAGE VOLUME (MIN)= 1,400 CU. FT.4:1 SIDE SLOPESGRADING LIMITS2D-54214 LF- 12" N-12 HDPE @0.71%12 LF- 12" N-12 HDPE @0.71%0.70%1.00%SD MH #2SEE DETAIL-437 LF- 12" RCP@ 0.81%F.E.S. INV= 39.20D-54RECORD DRAWING0.83% (A.B.) 43+0044+0045+00SD SDNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTBTBTBTBTBTBTBTBTBTBTBTNG NG NG NG NG NGNGNGW W W W SD-51EXISTING 24" RCP SDSTA 44+20, APPROX 38' RTSD MH #4 (4' DIA, ON EXIST. PIPE)RIM=53.85EXIST 24" INV(E)= ±50.824" INV (SW)= 50.78STA 44+29.03 69.41' RTCURB INLET #5 (2' X 3')TBC= 53.9012" INV (W)= 51.70F.E.S. INV= 50.60GRADE MEANDERINGDITCH @0.67%SD-44GRADE DITCH @0.60%SEE DETAIL30 LF- 24" RCP @ 0.60%INV= 51.30INV= 51.50GRADING LIMITS32 LF- 12" RCP @ 0.63%SD-51AATOP OF 6' WIDE BERM4'TYP.6'1.0'MIN. TOP ELEV.(TYP)OVERFLOW ELEVATIONPER PLAN41BRONKENFIELDSPROPOSEDDURSTONSIDEWLAK6.5'3' MIN14 ±VARIESGRADING LIMITSPER PLANGRASS SWALEFLOWLINE PER PLANPROTECT EXISTINGIRRIGATION MAIN ANDVALVE BOXES NEARGRADING LIMITS9'OVERFLOW CHANNEL13CLOVERFLOWCHANNELEXTEND TOMATCH BRONKEN FIELDSPROPOSEDDURSTONSIDEWLAK136" TO 8"CLLOW FLOWCHANNELVARIES4.5'2' TO 2.5' WIDE LOWFLOW CHANNEL(MEANDER PER PLAN)PROTECT EXISTINGIRRIGATION MAIN ANDVALVE BOXES NEARGRADING LIMITSNOTES:1. TYPICAL LOW FLOW CHANNEL BETWEEN POOLS IS SHOWN. POOL LOCATIONS PER PLAN.2. PLACE SALVAGED WETLAND MATERIALS ALONG EDGES OF CHANNEL BED MATERIAL, ASDIRECTED BY ENGINEER.3. CONSTRUCTION OF THE BASE FLOW CHANNEL (BC) WITHIN THE FLOOD CHANNEL (FC)SHALL BE AS DIRECTED BY THE ENGINEER, GENERALLY IN CONFORMANCE WITH THEDRAWINGS. MINOR MODIFICATIONS TO BC ALIGNMENT AND DIMENSIONS ARE LIKELY,AND SHALL BE INCLUDED AS PART OF THE WORK.4. PLACE 6" MIN DEPTH SALVAGED ON-SITE STREAM BED MATERIAL SUPPLEMENTED ANDMIXED WITH 3-INCH MINUS ROCK, AS DIRECTED BY THE ENGINEER.SEE NOTE 2(TYP)2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702STORM DRAIN DETAILSDURSTON ROAD2015 ROADWAY IMPROVEMENTSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\SD-3 SD-4 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-SD-4BOZEMANMONTANACPKCPKMGH06/2015KDJ05/18/2015DETENTION BASIN #31SD-21" = 20'OUTLET STRUCTURE #32-NTSPOND EMERGENCY OVERFLOW5-NTSGRASS SWALE AND BERM STA 32+00 TO 39+00NTS3-BAXTER DITCH STA 39+60 TO 43+50NTS4-DETENTION BASIN #310 YEAR WATER SURFACE ELEV= 52.50BOTTOM ELEV= 51.0010-YR STORAGE VOLUME (MIN)= 200 CU. FT.4:1 SIDE SLOPESRECORD DRAWING5' DIA EXIST 23" X 13" ARCP INV = 50.5 (A.B.)50.5 (A.B.)0.5% (A.B.)50.35 (A.B.)CONCRETE "DOGHOUSE"POURED ON THE EASTCONNECTION TO THE NEWMANHOLE TO SECURETHE EXISTING PIPE IN THEOVERSIZE CUTOUT BUILTFOR A 24" RCP. (A.B.) CL LOW FLOW PER PLANBEGIN POOL, LOCATION & CHANNEL BOTTOM (FL) ELEV. PER PLANCONTOUR REFERENCE ELEVATION = 0.00= LOW FLOW CHANNEL BOTTOM16' WIDE GRADE CONTROLSECTION CENTERED ONOVERFLOW CHANNEL,PLACE 8" DEPTH OF 112" TO 6"ROUNDED COBBLES ORANGULAR RIP RAP.CONTOUR RELATIVE TOGRADE CONTROL (BEGINPOOL) ELEV (TYP)EDGE OF LOW FLOWCHANNEL- DAYLIGHT TOBOTTOM OF OVERFLOWCHANNEL AT 1.5: 1(MIN)SLOPE3.0'RADIUS POINT- CURVE LOWFLOW CHANNEL PER PLAN(90° MAX) AND AS DIRECTEDBY THE ENGINEER.2' TO 2.5'2' TO 2.5'MATCH TYPICAL SECTIONSD-44MATCH TYPICAL SECTIONSD-44TRANSITION SLOPE3'3'3'4'6'0.9'0.9'0.3'BASE FLOW DEPTH =APPROX 1.5'GRADE CONTROL SECTION-8" MIN DEPTH OF 112" TO 6"ROUNDED COBBLES ORANGULAR RIPRAP16' POOL SECTIONRIFFLE SECTIONSLOPE PER PLANBOTTOM OF LOWFLOW CHANNELBEGIN POOL, LOCATION ANDELEV. PER PLANBASE FLOW DEPTH =APPROX 0.5'BEGIN POOL, LOCATION ANDTOP/ BOTTOM ELEV OFVERTICAL DROP PER PLAN3'3'3'4'6'0.9'0.9'0.3'BASE FLOW DEPTH =APPROX 1.5'GRADE CONTROL SECTION-8" MIN. DEPTH OF 112" TO 6"ROUNDED COBBLES ORANGULAR RIPRAP16' POOL SECTIONRIFFLE SECTIONSLOPE PER PLANBOTTOM OF LOWFLOW CHANNEL8" MINBASE FLOW DEPTH =APPROX 0.5'SW1'-0"2' - 4"1'-0"1' - 10"4' - 0"1' - 10"VARIES1' - 0"HW+ 2"1' - 0"H2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702STORM DRAIN DETAILSDURSTON ROAD2015 ROADWAY IMPROVEMENTSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\SD-3 SD-4 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-SD-5BOZEMANMONTANACPKCPKKDJ06/2015KDJ05/18/2015TYPICAL GRADE CONTROL/ POOL, TYPE 1 AND TYPE 2- PLAN1-NTSTYPICAL GRADE CONTROL/ POOL, TYPE 1- PROFILE2-NTSTYPICAL GRADE CONTROL/ POOL, TYPE 2- PROFILE3-NTSFISH RESTING PIPE4-NTSRCP ARCH PIPEWS H3614" X 2212"1' - 2"5812" X 36"1' X 8"88" X 54"2' X 6"RECORD DRAWING3414" X 2212" (A.B.) 2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702REVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\E-1 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-E-1BOZEMANMONTANAARGSYMBOL LEGEND AND ABBREVIATIONS AND SCHEDULESDURSTON ROAD LIGHTING IMPROVEMENTSINCOMING ELECTRICAL SERVICEDIVISION OF RESPONSIBILITYELEC.CONTR.UTILITYCO.PRIMARY CONDUITXPRIMARY CONDUCTORSXPOLE MOUNTTRANSFORMERXSERVICE MAST ON POLEABOVE 18" AFG.XTRANSFORMERCONNECTIONSXSECONDARY CONDUIT UPTO 18" AFGXSECONDARYCONDUCTORSXMETER BASEXMETERXAVAILABLE FAULTCURRENT AT SERVICEPOINT:x,xxxA @ 120/240V 1P, 3W XFMRNOTES:1. CONTACT AND COORDINATE ALL REQUIREMENTS AND RESPONSIBILITIES WITH SERVING UTILITY COMPANIES PRIOR TO SUBMITTING BID2. ALL SERVICE INSTALLATION WORK SHALL BE IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITIES.POWER CONTACT:LINDA GALENORTHWESTERN ENERGYBOZEMAN, MT(406) 582-4608MORRISON MAIERLE, INC. HAS CONTACTED THE UTILITIES BUT HAS NOT RECEIVED INWRITING THE FINAL REQUIREMENTS FROM THE POWER UTILITY.THESE DRAWINGS INDICATE OUR BEST ESTIMATION OF THEIR REQUIREMENTS. PRIOR TOBID CONTACT THE UTILITIES AND OBTAIN IN WRITING THEIR REQUIREMENTS.ELECTRICAL SYMBOL LEGENDSYMBOLDESCRIPTIONSMOUNTINGHEIGHT, UNOBRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRESIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONGTICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOREACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDEDWITH EACH HOME RUN.RACEWAY BELOW FLOOR OR BELOW GRADERACWAY STUB-OUT OR STUB-UP WITH BUSHED ENDPAD MOUNTED TRANSFORMERUTILITY ELECTRIC METER SEE DETAIL 8/E0.2.METERLINE BREAKHANDHOLE SEE DETAIL 6/E0.2KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET.POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE. LETTER INDICATES FIXTURETYPE.PHOTOCELLDUPLEX RECEPTACLE.18"SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPEC.18"JUNCTION BOXFUSED DISCONNECT SWITCHBRANCH CIRCUIT PANELBOARDBREAKERCONTACTOR1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS APPEAR ON THIS PROJECT.2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTSINDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGSOR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED.M1CABBREVIATIONSA or AMP AMPERESAC ALTERNATING CURRENTA/C AIR CONDITIONINGAFAMP FUSEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEALALUMINUMAS AMP SWITCHBAS BUILDING AUTOMATION SYSTEMBKR BREAKERCRACEWAY/CONDUITCB CIRCUIT BREAKERCCTV CLOSED CIRCUIT TELEVISIONCKT CIRCUITC.O.RACEWAY/CONDUIT ONLY, WITH PULL STRINGCNTRL CONTROLCU COPPERDISC DISCONNECTDIST DISTRIBUTIONDPDT DOUBLE POLE DOUBLE THROWDWG DRAWINGEAEACHEFEXHAUST FANELEC ELECTRICEMT ELECTRICAL METALLIC TUBINGEQUIP EQUIPMENTEX OREXISTEXISTINGFDFUSED DISCONNECTFLR FLOORFO FIBER OPTICFVNR FULL VOLTAGE NON-REVERSINGFVR FULL VOLTAGE REVERSINGGEC GROUNDED ELECTRODE CONDUCTORGFI GROUND FALUT INTERRUPTERGND GROUNDGRC GALVANIZED RIGID CONDUITHID HIGH INTENSITY DISCHARGEHOA HAND-OFF-AUTOMATICHP HORSEPOWERHPS HIGH PRESSURE SODIUMHTR HEATERHZHERTZJ-BOX JUNCTION BOXKVA KILOVOLT AMPERESKW KILOWATTSLTG LIGHTINGMAX MAXIMUMMH METAL HALIDEMIN MINIMUMNNEUTRALNC NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMANATIONAL ELECTRICAL MANUFACTURERSASSOCIATIONNFD NON-FUSED DISCONNECTNIC NOT IN CONTRACTNO NORMALLY OPEN#NUMBEROC ON CENTEROH OVERHEADPPOLEPB PUSHBUTTONPNL PANELPVC POLYVINYL CHLORIDE CONDUITPWR POWERRECEPT RECEPTACLERGS RIGID GALVANIZED STEELRM ROOMRVNR REDUCED VOLTAGE NON-REVERSINGRVR REDUCED VOLTAGE REVERSINGSPSINGLE POLE TOGGLE SWITCHSPEC SPECIFICATIONSPST SINGLE POLE SINGLE THROWSSPB START-STOP PUSHBUTTONSW SWITCHTC TIME CLOCKTD TIME DELAYTSP TWISTED SHIELDED PAIRTTB TELEPHONE TERMINAL BOARDTYP TYPICALUG UNDERGROUNDUH UNIT HEATERUNO UNLESS NOTED OTHERWISEUON UNLESS OTHERWISE NOTEDVVOLTVAVOLT AMPERESWWATTSWP WEATHERPROOFW/O WITHOUTXFMR TRANSFORMERYWYE CONNECTEDDELTA CONNECTEDPHASE*THESE ABBREVIATIONS COMPRISE A STANDARD LIST;NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT.1. PRIOR TO BID CONTRACTOR SHALL VISIT THE SITES. NOT ALL WORK REQUIREDTO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE CONTRACTORSHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TOCOMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDESAID WORK IN THE BID.2. GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE INACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOOD WORKMANSHIPIN ELECTRICAL CONTRACTING." THIS PUBLICATION IS AVAILABLE FROM NCSA BYTELEPHONE AT 301-215-4521 OR ON-LINE AT WWW.NECA-NEIS.ORG.3. U.N.O. ALL POLES AND METER BASES SHALL BE LOCATED 3' FROM BACK OFCURB. VERIFY ALL STATION NUMBERS AND COORDINATE EXACT LOCATION WITHCIVIL DRAWINGS PRIOR TO ROUGH-IN.4. ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS PER MDTREQUIREMENTS. PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL.5. CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANYCONFLICTS ENCOUNTERED DURING CONSTRUCTION. UNDER NOCIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TONOTIFICATION.6. THE CONTRACTOR SHALL BE RESPONSIBLE THE COORDINATION OF ALLELECTRICAL SERVICE WORK WITH NORTHWESTERN ENERGY. OWNER PAYS ALLFEES, CONTRACTOR DOES ALL SCHEDULING AND COORDINATION OFNORTHWESTERN ENERGY WORK. CONTACT LINDA GALE (PH: 406-582-4608) ATNWE FOR UTILITY INFORMATION. IT IS THE SOLE RESPONSIBILITY OF THECONTRACTOR TO ENSURE ALL SCHEDULES ARE MET. LUMINAIRE SCHEDULESYMBOL TYPE LAMPSDESCRIPTIONSMANUFACTURER CATALOG NO. OR SERIESMOUNTING/VOLTAGEE1 188W LEDFULL CUTOFF AREA LIGHT WITH TYPE III DISTRIBUTION, INTEGRAL PHOTOCELL AND HUNTERGREEN FINISH. MOUNT BOTTOM OF FIXTURE AT 38' AFG ON TAPERED - ROUND STEEL POLE.MOUNT ON CONCRETE BASE. SEE TYPE E1 LUMINAIRE DETAIL, BREAKAWAY BOLT DETAIL, ANDPOLE BASE DETAIL ON E-2KIM LIGHTINGAR-3P-70-80L-4K-240-CC-HUNTERGREEN (RAL#6005)-SFPOLE: PTRS38-85120-CC-RAL#6005POLE/240RECORD DRAWING 2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702REVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\E-1 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-E-2BOZEMANMONTANAARGELECTRICAL DETAILSPOLE BASE DETAIL (TYP)REINFORCED CONC.BASE BY E.C.BUSH CONDUITSBASE COVERPROVIDE FUSE(S) IN CKT. TOBALLAST. FUSE(S) SHALL BEBUSS TYP. BBS. FUSE HOLDERSSHALL BE BUSS "TRON" HEBWATERPROOF. SIZE OF FUSESHALL BE AS REQUIRED BYLUMINAIRE MANUFACTURER.CONNECT GROUND TO POLEBASE W/ BOUNDRY #GB4CPROJECT ANCHOR BOLTS 3" MIN.ABOVE TOP OF BASE. PROVIDEDOUBLE NUTS FOR LEVELING UNIT(ONE ABOVE AND ONE BELOW BASEFLANGE). GROUT VOID BETWEENBASE FLANGE AND TOP OFCONCRETE, LEAVING DRAIN HOLE.HAND FINISH.THWN CONDUCTOR AS SHOWN ON PLANSPROVIDE 1' OF COILED SLACK ONCONDUCTOR FEED THRUHANDHOLE - 4" X 6" (NOMINAL)NOTE:CONTRACTOR SHALL COORDINATE AND PROVIDEBOLT COVER FROM THE POLE MANUFACTURER TOENSURE THE CLEANEST LOOK POSSIBLE.BEAKAWAY BOLT COUPLING (TYP)38' AFGFINISHED GRADETYPE E1 LUMINAIREPOWER CONDUITTRENCH SAND6" BELOW & 8" ABOVE CONDUIT.COMPACT TO 90% RELATIVEDENSITY.COMPACT BACKFILL TO 90% OFRELATIVE DENSITY. 95% OFT-99 ACROSS ROAD WAYSEDGE OF TRENCH TO BE 36" MIN.FROM EDGE OF WATER OR SEWERNEW TOPSOIL36"MINEXISTING TOPSOILUNDISTURBED EARTH12"MIN.SHOW SEPARATE 6" WIDE MARKINGTAPE 15-18" BELOW FINISHED GRADETYPICAL TRENCH DETAILDURSTON ROAD LIGHTING IMPROVEMENTS1"C TO LIGHTING2"C.0 TO TRANSFORMERFINISHED GRADEMETER BASE PEDESTAL WITHLEVER BYPASS, 120/240V, 1ØPER UTILITY REQUIREMENTS.INTEGRAL LOAD CENTER 'DURSTON -M1' WITH100 MAIN DISCONNECT AND INTEGRAL SURGESUPRESSIONCONCRETE BASENOTE:CONTRACTOR SHALL PROVIDE 1-1" SPARE C.O.STUBBED TO OUTSIDE CONCRETE PAD.GND PER NEC120/240V, 1P POLEMOUNT XFMRBY UTILITYONE-LINE DIAGRAMMETER PEDESTALMETER/LOAD CENTER PEDESTAL.MILBANK CP3B SERIES4SERVICE MAST BY UTILITYPOLE MOUNTEDTRANSFORMER, 120/240V,1 Ø SECONDARY2" SCH 80 PVC STUB UP18" AFG BY DIV 26TO METER PEDESTALLONG SWEEP ELBOWPOWER POLE ELEVATION123567RECORD DRAWING 2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702040408020HORIZ. SCALEIN FEETREVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\E-1 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Aug/09/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-E-3BOZEMANMONTANAARGDURSTON ROAD LIGHTINGDURSTON ROADE1EXISTINGLUMINAIRE TOREMAINPOLE 12-#10CU & 1 #10GND IN 1" CDURSTON ROAD LIGHTING IMPROVEMENTSWESTGATE AVE E1POLE 22-#10CU & 1 #10GND IN 1" C2-#10CU & 1 #10GND IN 1" C2-#10CU & 1 #10GND IN 1" CE1POLE 3E1POLE 4LAUREL PARKWAY2-#10CU & 1 #10GND IN 1" CNEW METER PEDESTAL'DURSTON M1'. SEE DETAIL 4/E-2.E1POLE 52-#8CU & 1 #10 GNDIN 1" CE1POLE 6E1POLE 72-#8CU & 1 #10 GNDIN 1" C2-#8CU & 1 #10 GNDIN 1" CE1POLE 8E1POLE 92-#8CU & 1 #10 GNDIN 1" C2-#8CU & 1 #10 GNDIN 1" CE1POLE 10E1POLE 112-#8CU & 1 #10 GNDIN 1" CEXISTINGLUMINAIRE TOREMAINEXISTINGLUMINAIRE TOREMAINTWIN LAKES AVE ROSA WAY WESTMORELAND DRIVE EXISTINGLUMINAIRE TOREMAINEXISTINGLUMINAIRE TOREMAINSWEEP CONDUIT TO BASE OF POLE,SERVICE RISER SHALL BE PROVIDED BYUTILITY. SEE DET. 1/E-22" SCHD 80 PVCC.O.LUMINAIRE N.I.C.M1-1,3M1-1,3M1-1,3M1-1,3M1-1,3M1-2,4M1-2,4M1-2,4M1-2,4M1-2,4M1-2,4STUB AND CAP SPARE CONDUITFROM POLE BASE.RECORD DRAWINGMMETER INSTALLED ON THE NORTH EASTCORNER OF LAUREL AND DURSTON.POWER SUPPLIED FROM TRANSFORMERNORTH OF METER. (A.B.)NEW METER PEDESTAL'DURSTON M1'. (A.B.)7+008+009+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 30.50' MATCHLINE -1 19+0020+0021+0022+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 MATCHLINE -1 MATCHLINE -2 31+0032+0033+0034+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 MATCHLINE -2 S89°46'59"W 133.96N89°46'59"E 121.00LOT 1STA 24+76.7 PT48.47TBC 15.50' LTSTA 24+76.7 LOW POINT48.47TBC 15.50' RTSTA 25+05.0 PT48.63TBC 15.50' LTSTA 25+05.0 PT48.63TBC 15.50' RTSTA 24+76.748.50CLSTA 25+29.6 PT49.18TBC 25.00' RTSTA 24+68.6 PT49.49TBC 25.00' RTSTA 24+99.149.36CLN89°46'59"E 121.0225.00'14+0015+00STA 17+78.7 PT47.55TBC 23.00' RTSTA 18+92.3 PT48.35TBC 23.00' RTSTA 18+37.3 PT48.41TBC 0.00'STA 14+02.3 PT46.85TBC 31.00' RTSTA 13+97.0 LOW POINT46.85TBC 31.00' LTSTA 14+00.0 PT47.23TBC 0.00'STA 13+98.3 PT46.85TBC 31.00' LTSTA 13+97.0 LOW POINT46.85TBC 31.00' RTSTA 13+97.047.19CL14+0015+00SDSDSDSTA 6+37.6 PT43.06TBC 25.00' RTSTA 6+98.7 PT42.86TBC 25.00' RTSTA 6+70.243.17CLSTA 6+12.6 PT43.29TBC 25.00' RTSTA 7+23.7 PT42.73TBC 25.00' RTSTA 6+12.643.50CLSTA 6+37.643.31CLSTA 6+98.742.89CLSTA 7+23.742.76CLSTA 14 + 3 6. 2 41.69 CLSTA 14 + 6 7. 9 42.34 CL STA 14+51.4 PT41.90TBC 15.50' LTSTA 14+36.3 PT41.30TBC 15.52' LTSTA 14+36.2 PT41.77TBC 15.50' RTSTA 14+54.5 PT42.21TBC 15.50' RTSDSDSDSDSDSDSDSDSTA 31+31.2 PT49.33 43.00' RTSTA 31+44.2 PT49.21 40.01' RTSTA 31+59.7 PT49.06 36.50' RTSTA 31+67.7 PT49.02 36.50' RTSTA 31+83.2 PT49.06TBC 40.01' RT STA 31+97.049.20 43.00' RTSTA 31+96.3 PT49.31TBC 49.00' RTSTA 31+80.6 PT49.18TBC 45.42' RTSTA 31+67.7 PT49.14 42.50' RTSTA 31+59.7 PT49.18 42.50' RTSTA 31+46.8 PT49.33 45.42' RTSTA 31+31.2 PT49.45 49.00' RTSTA 31+78.0 PT48.74TBC 25.00' RTSTA 31+83.0 PT48.48TBC 25.00' RTSTA 31+97.0 PT48.51TBC 25.00' RTSTA 32+02.0 PT48.85TBC 25.00' RTSTA 31+83.048.92 33.00' RT STA 31+97.049.00 33.00' RT2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\INTERSECTION DETAILS- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/29/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-1BOZEMANMONTANACPKCPKKDJ06/2015020204010HORIZ. SCALEIN FEETINTERSECTION DETAILSDURSTON ROAD2015 ROADWAY IMPROVEMENTSDURSTON ROAD/ WESTMORLAND DRIVE3R-2DURSTON ROAD/ LAUREL PARKWAY2R-2DURSTON ROAD/ WESTGATE AVENUE1R-1UTILITY BOX APPROACHSCALE: 1"= 10'4R-2REMOVE AND SALVAGE EXISTING28' WIDE STEEL GATE AND POSTSREPLACE SALVAGEDGATE AND POSTS1.0'EXISTING UTILITY BOXES14'RECORD DRAWINGWESTGATE APPROACH SHIFTED 2.16' WESTTO ACCOMMODATE A CHANGE IN THEWESTGATE SEWER MAIN. CURB GRADESWERE ADJUSTED ACCORDINGLY. (A.B.)CURB GRADES ADJUSTED DURINGCONSTRUCTION. NEW ASPHALT INSTALLED UPTO THE EXISTING CENTERLINE CROWN IN THISINTERSECTION. (A.B.)48.55 (A.B.)48.00 (A.B.)EA= 47.29 (A.B.)EA= 47.15 (A.B.)EA= 47.48 (A.B.)EA= 47.71 (A.B.)48.90 (A.B.)48.94 (A.B.)49.05 (A.B.) 44+00ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ESESESESESESESESESESESESES ES ES ES ES ES ES ES ESNGNGNGNGNGNGNGNGNG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNGWWWWWWWSDSDSDSD SD SD SDSDSTA 44+73.50, 96.42' RTCONNECT TO EXISTING 12" MAININSTALL 6" GVSTA 43+68.55 PT55.07 TBC 25.00' RT STA 43+92.43 PT54.59TBC 29.79' RTSTA 44+05.45 PT54.28TBC 37.18' RTSTA 44+10.87 PT54.10TBC 41.69' RTSTA 44+20.5054.00TBC 53.16' RTSTA 4 4 + 2 7. 6 4 53.90 TBC 6 8. 2 5' R T STA 44+30.53 PT54.29TBC 88.43' RTSTA 43+96.96 PT54.47TBC 31.90' RTSTA 44+01.31 PT54.40TBC 34.37' RTSTA 44 + 1 4 . 3 8 P T 54.07 TBC 4 5 . 2 5' R T STA 44 + 1 7 . 6 0 P T 54.04 TBC 49 . 0 8' R T TBC RADIUS = 62FTSTA 4 3 + 8 2. 9 2 P T 54.83 TBC 2 6. 6 9' R T TYPE 2 PIPE BEDDINGWHERE REQUIRED FORSOFT OR UNSTABLEFOUNDATION6"4"4.0' MINIMUM WIDTH12"5'4.5'27' WESTGATE AND WESTMORLAND59 'LAUREL2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\D-2 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/29/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-2BOZEMANMONTANACPKCPKKDJ06/2015DETAILSDURSTON ROAD2015 ROADWAY IMPROVEMENTS01010205HORIZ. SCALEIN FEETDURSTON/ COTTONWOOD INTERSECTION1R-3ASPHALT RESTORATION DETAIL2PEDESTRIAN CROSS WALK3TOOLED JOINTSBOULEVARD SIDEWALKPEDESTRIAN RAMP (6" THICK)C.O.B. STD DWG 02529-8NOTES:-7" THICK STAMPED CONCRETE.- LITHOTEX PAVECRAFTERS EUROPEAN FAN PATTERN-REINFORCED WITH #4 BARS ON A 2'X2' GRID @ 3.5" DEEPCOTTONWOOD ROADDURSTON ROADNOTE:SEE SD-4 FOR STORM DRAIN DETAILSSAW CUT CURBAND ASPHALTSTA 44+29.03, 69.41' RTCURB INLET #5TBC= 53.90RECORD DRAWINGAPPROX. SAW CUT LOCATIONDIRECTED BY ENGINEER. (A.B.) 90.00'-95.00'R.O.W.14.00'-18.00'BLVD2.00'15.00'TURN LANE12.00'DRIVE LANE12.00'DRIVE LANE5.00'BIKE5.00'-6.00'SDWK1.00'VARIES5.00'BIKE12.00'-18.00'BLVD, PER PLAN6.00'SDWK2.00'25.00' ±TBC TO CL25.00'TBC TO CL20.00'-25.00'15.00'8.00'23.00'23.00'EXISTINGROAD CL(APPROX.)3%1.5% - 4%PROPOSED ROAD SECTIONEXISTING ROAD SECTION3%2%2%45.00'-50.00'45.00'-50.00', PER PLAN2%2%6.00'APPROX17.00'VARIESNOTES:1. EXISTING ROADWAY DIMENSIONS ARE APPROXIMATE AND VARY OVER THE LENGTH OF THE PROJECT.2. THE DESIGN CENTERLINE (STATIONING LINE) IS THE SECTION LINE ALONG DURSTON ROAD.3. THE RIGHT OF WAY ALONG THE CORRIDOR IS 45 FEET OR 50 FEET AS SHOWN ON THE PLANS.4. THE EXISTING ASPHALT IS IN PLACE THE ENTIRETY OF THE PROJECT. THE NORTH CURB AND GUTTER IS INPLACE FROM WESTGATE AVE. TO COTTONWOOD RD. THE NORTH SIDEWALK IS IN PLACE BETWEENWESTGATE AVE. AND LAUREL PARKWAY AS WELL AS ROSA WAY TO COTTONWOOD RD.5. SAW CUT EDGE OF ASPHALT (SOUTH) ALONG THE NORTH EDGE OF THE EXISTING WHITE TRAFFIC STRIPE.6. PORTIONS OF THE CITY PARK (BRONKEN PARK) WILL HAVE SIDEWALK CONSTRUCTED BEYOND THE 45FOOT R.O.W. SEE ROADWAY SHEETS FOR LOCATIONS.4" ASPHALT PAVEMENT(TYPE B, 2 LIFTS)6" CRUSHED GRAVEL BASE COURSE(112" MINUS)24" UNCRUSHED SUB-BASE COURSE (6" MINUS)COMPACTED SUBGRADEMIRAFI 500X OR EQUIVALENTAS DIRECTED BY THE ENGINEERCL6" THICK CONCRETE2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702REVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\DURSTON\D-XX- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-3BOZEMANMONTANACPKKDJKDJ06/2015ROAD SECTION DETAILSDURSTON ROAD2015 ROADWAY IMPROVEMENTSDURSTON ROAD1RECORD DRAWING dfssd