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HomeMy WebLinkAbout070 N 25 AVE ROAD PLAN & PROF 1WWWWWWWWWWBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBF6W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8WNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPS12SD12SD12SD12SD12SD12SD12SD12SD12SD18SD18SD18SD18SD18SD18SD18SDSSSSSSSS6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SDW15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD18SD18SD18SD18SD18SDSSSS8S8S8S8SWSWSWSWSWSWSWSWSWSWSWSSSSSSS6SDNGNGNGNGNGNGNGNGNGBPBPNGNGBFBFBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFNGNGNGNGNGNGBPBPBFBFBFNGNGBPBPBPNGBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGBPBPBPBPBPBP FS FSWSWSBP FS FS FS FS WS WS WS WS FS FS FS FSWSWSWSWSWSWS FS FS6SDBPBPBPBPBPBP4737 4738473947411+002+00 3+0 0 4+00 5+00 6+00 MATCH EXST.MATCH EXST.TBC: 41.00TBC: 40.98TBC: 40.83 TBC: 40.85TBC: 40.25TBC: 40.14TBC: 40.06 TBC: 40.08 T B C : 3 9 . 7 4 T B C : 3 9 . 7 4 T B C : 3 9 . 0 8 T B C : 3 9 . 0 8 T B C : 3 8 . 6 5 T B C : 3 8 . 6 4 T B C : 3 8 . 4 3 T B C : 3 8 . 4 3 T B C : 3 7 . 5 8 TBC: 37.58TBC: 37.56TBC: 37.51T B C : 3 7 . 4 2TBC: 37.41T B C : 3 7 . 5 1 T B C : 3 7 . 5 6 T B C : 3 6 . 8 6 TBC: 36.77TBC: 36.86TB C : 3 6 . 7 7 T B C : 3 6 . 5 9 T B C : 3 6 . 5 9 PC: 1+99.94 PT: 2 + 7 1 . 9 6 PC: 3 + 4 5 . 0 6 PT: 4+17.04 PI: 5+61.44 Δ=27°30'48"R=150.00'L=72.03'Δ=27°29'40"R=150.00'L=71.98'47204730474047504720473047404750FG-4741.50EG-4741.501+00FG-4740.78EG-4740.63FG-4740.33EG-4743.922+00FG-4739.88EG-4738.92 FG-4739.43 EG-4737.453+00FG-4738.98 EG-4736.77 FG-4738.53 EG-4736.494+00FG-4738.08 EG-4736.14 FG-4737.63 EG-4735.615+00FG-4737.13 EG-4735.16 FG-4736.46 EG-4734.866+00FG-4735.68 EG-4734.906+50VPI STA=5+61.44VPI ELEV=4737.07K=148.53LVC=100.00'VPC STA=5+11.44 VPC ELEV=4737.52 VPT STA=6+11.44 VPT ELEV=4736.29-2.55%-0.90%CENTERLINE CROSSING TURBULENCE LANE STA. 5+61.44 -1.57%N 25 AVE ROADPLAN & PROF 1CCFWEHC9-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONSITE PLAN REVIEW - RC 102.17.2023ASITE PLAN REVIEW SUBMISSION08.31.20224SITE PLAN REVIEW - RC 205.10.2023B0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040N 25TH AVETURBULENCE LANETSCHACHE LANEEXISTING GROUNDFINISHED GROUNDN25TH AVENUE ROADSTA. 1+00 TO 6+5035' TBC TO TBC, 6.5' BLVD, & 5' SIDEWALKSSTRUCTURAL SECTION PER DETAILS, SHEET C1-7END OF NEW ASPHALTTRANSITION TO EXISTINGROAD WITH NEWAPPROACH STA. 1+16.87ROWHOME9 (RH-9)ROWHOME10 (RH-10)ROWHOME11 (RH-11)FLATS3 (FL-3)TIE-IN TO EXISTINGASPHALT ROADWAY WITHSMOOTH TRANSITION.INSTALL STANDARD FILLETPER DETAIL 02529-2, SHEETC1-7. APPLY TACK COATPRIOR TO PAVING.SITE PLAN RC-2 05/2023 MATCH LINE STA 6+00 SEE C9-4 INSTALL NEW DRIVEWAYAPPROACH(6" THICK MIN. CONCRETE)TIE-IN TO EXISTINGCONCRETE SIDEWALKWITH SMOOTHTRANSITION5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)TIE-IN TO EXISTINGCONCRETE SIDEWALKWITH SMOOTHTRANSITIONINSTALL NEW DRIVEWAYAPPROACH(6" THICK MIN. CONCRETE)60' WIDE PUBLIC ACCE S S A N D UTILITY EASEM E N T ( T Y P . )5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)1111111111111.ALL IMPROVEMENTS ON THIS PROJECT SHALL BECOMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 7THEDITION DATED APRIL 2021 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALLROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATIONAS DETERMINED BY AGENCY, OWNER, AND/ORENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALKSHALL BE SAW CUT OR NEAT CUT TO NEARESTJOINT AS APPROVED BY AGENCY AND/ORENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THEEXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFYTHE EXISTENCE, LOCATION, DEPTH, AND SIZE OFTHE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIESDUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION ISKNOWN.5.MANHOLE COVERS SHALL BE ROTATED TOWARDCENTERLINE OF ROAD.6.ALL INLETS IN CURB LINE SHALL BE HOODED CURBINLETS PER CITY OF BOZEMAN STANDARDS, SEEDETAILS SHEET C1-5.7.MANHOLE FRAMES AND GRATES SHALL BEADJUSTED TO FINISHED GRADE.8.ALL CURB AND GUTTER SHALL BE CATCH CURB &GUTTER, UNLESS OTHERWISE NOTED PER DETAIL02528-1, SHEET C1-7.9.ALL SIDEWALK SHALL BE CONCRETE SIDEWALKPER DETAIL 3, SHEET C1-7, UNLESS OTHERWISENOTED.10.BASE COURSE AND SUBGRADE SHALL BECOMPACTED TO A MINIMUM OF 95% OF THEMAXIMUM DRY DENSITY PER ASTM D698.11.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIALSHALL BE PLACED AT ALL PC'S, PT'S, CURBRETURNS, AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION JOINT MATERIALSHALL EXTEND THROUGH THE FULL DEPTH OFCURB AND GUTTER.12.NO CURB AND GUTTER SHALL BE PLACEDWITHOUT A FINAL FORM INSPECTION BY THEOWNER, THEIR AUTHORIZED REPRESENTATIVE,AND/OR THE CITY OF BOZEMAN (AS REQUIRED).13.EXTEND CRUSHED BASE COURSE BEYOND THEBACK OF CURB A MINIMUM DISTANCE OF NINEINCHES (9").14.SEE SHEETS C8-1 THROUGH C8-3 FOR DETAIL ONPROPOSED STORM DRAINAGE FACILITIESINCLUDING INLETS, PIPES, INVERTS AND RIMELEVATIONS.15.ROADWAY CENTERLINE PAVEMENT MARKINGSSHALL BE FOUR INCH (4") YELLOW EPOXYPAVEMENT MARKING MATERIAL IN ACCORDANCEWITH SECTION 02581 OF MPWSS, UNLESSOTHERWISE INDICATED BY THE ENGINEER OROWNER.16.SEE SHEET C12-1 FOR DETAIL ON PROPOSEDSIGNAGE AND STRIPING NOT INCLUDING THEROADWAY CENTERLINE.17.FOR ALL SPOT ELEVATIONS, ADD 4700' FOR TRUEELEVATION.GENERAL NOTES:KEY NOTES:PEDESTRIAN RAMP TO CONFORM TO ADA REQUIREMENTS AND INCLUDE STEEL TRUNCATED DOME PANELS.17.0 0 ' 10. 0 0 ' 10. 0 0 ' 7.0 0 ' 6.5 0 ' 5.0 0 ' 6.5 0 '5.0 0 'R=35'R=35'