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HomeMy WebLinkAbout069 TURBULENCE EAST ROAD PLAN & PROFO O O O O O O O O O O 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8WSS12SD12SD 12SD18SD18SD18SD18SD18SD18SD 12SD12SD12SD12SD12SD12SD12SD 6SD 6SD 6SD 6SD >>>>>>>>>>6SD 6SD 6SD6SD6SD 6SD 6SD> >>>>> > > > > > > > > > > > > > > > > > > > > > >>> > > > 15SD 15SD 15SD 18SD 18SD 18SD 18SD 18SD FS FS FSWSWSWS 8S 8S 8S 8S 8S8S8S8S8SWSWSWSWSWSSSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBP BP BPBFBF BFNGNG BP BP BP BP BP BP BPBFBFBFBFBFBFBFNGNGNGNGNG NG >WSWSSSSS4 7 3 4 4 7 3 54736 4732 22+3218+0019+00 20+00 21+00 22+00Δ=11°14'31"R=315.00'L=61.81'Δ=10°46'16"R=150.00'L=28.20'TBC: 36.73TBC: 36.65TBC: 36.52TBC: 36.32TBC: 35.90TBC: 35.96TBC: 35.90TBC: 34.03T B C : 3 4 . 0 3TBC: 34.43TBC: 34.43MATCH EXST.M A T C H E X S T . PI: 18+93.32PC: 19+41.31 PT: 20+03.11 PC: 21+62.3 2 PT: 21+90.524720473047404750 4720473047404750FG-4736.60EG-4735.6018+00FG-4736.93EG-4735.19FG-4736.97EG-4734.9819+00FG-4736.55EG-4734.31 FG-4735.94 EG-4732.9720+00FG-4735.33 EG-4731.73 FG-4734.73 EG-4730.5621+00FG-4734.12 EG-4729.67 FG- EG-4730.9622+00FG- EG-22+32VPI STA=18+93.92VPI ELEV=4737.22K=53.23LVC=100.00'VPC STA=18+43.92VPC ELEV=4736.89VPT STA=19+43.92VPT ELEV=4736.62 -1.21%CROSSING CENTERLINEN25TH AVESTA.18+93.92-0.66%TURBULENCE EASTROAD PLAN & PROFCCFWEHC9-2SheetNumber:© 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 205.10.2023BN 25TH AVE TURBLENCE LANEEXISTING GRADEFINISHED GRADEFLATS 2(FL-2)FLATS 3(FL-3)ROWHOME9 (RH-9) SINGLE UN I T 1 (SU-1)CLUBHOUSE(AM-1)TIE INTO EXISTING ASPHALT ROADWAY OFBOZEMAN WEST APARTMENTS WITHSMOOTH TRANSITION. NEAT LINE SAWCUTEXISTING ASPHALT, AS NECESSARY. APPLYTACK COAT PRIOR TO PAVING.TURBULENCE LANE ROADSTA. 18+00 TO 21+90.5235' TBC TO TBC, 6.5' BLVD, & 5' SIDEWALKSSTRUCTURAL SECTION PER DETAILS, SHEET C1-7END OF NEW ASPHALTTIE-IN TO BOZEMAN WESTAPARTMENTS ROADWAYTRANSITION TO EXISTINGSTA. 21+91.500VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040SITE PLAN RC-2 05/2023 MATCH LINE STA19+50 SEE C9-1 INSTALL NEW DRIVEWAYAPPROACH(6" THICK MIN. CONCRETE)5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)60' WIDE PU B L I C A C C E S S A N D UTILITY EAS E M E N T ( T Y P . )TIE-IN TO EXISTINGCONCRETE SIDEWALKWITH SMOOTHTRANSITIONTIE-IN TO EXISTINGCONCRETE SIDEWALKWITH SMOOTHTRANSITION11111111111.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED INACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TOEQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATIONAS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT ORNEAT CUT TO NEAREST JOINT AS APPROVED BY AGENCY AND/ORENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWNON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFYTHE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TOFAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.MANHOLE COVERS SHALL BE ROTATED TOWARD CENTERLINE OF ROAD.6.ALL INLETS IN CURB LINE SHALL BE HOODED CURB INLETS PER CITY OFBOZEMAN STANDARDS, SEE DETAILS SHEET C1-5.7.MANHOLE FRAMES AND GRATES SHALL BE ADJUSTED TO FINISHEDGRADE.8.ALL CURB AND GUTTER SHALL BE CATCH CURB & GUTTER, UNLESSOTHERWISE NOTED PER DETAIL 02528-1, SHEET C1-7.9.ALL SIDEWALK SHALL BE CONCRETE SIDEWALK PER DETAIL 3, SHEETC1-7, UNLESS OTHERWISE NOTED.10.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUMOF 95% OF THE MAXIMUM DRY DENSITY PER ASTM D698.11.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED ATALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGHTHE FULL DEPTH OF CURB AND GUTTER.12.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORMINSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE,AND/OR THE CITY OF BOZEMAN (AS REQUIRED).13.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB AMINIMUM DISTANCE OF NINE INCHES (9").14.SEE SHEETS C8-1 THROUGH C8-3 FOR DETAIL ON PROPOSED STORMDRAINAGE FACILITIES INCLUDING INLETS, PIPES, INVERTS AND RIMELEVATIONS.15.ROADWAY CENTERLINE PAVEMENT MARKINGS SHALL BE FOUR INCH (4")YELLOW EPOXY PAVEMENT MARKING MATERIAL IN ACCORDANCE WITHSECTION 02581 OF MPWSS, UNLESS OTHERWISE INDICATED BY THEENGINEER OR OWNER.16.SEE SHEET C12-1 FOR DETAIL ON PROPOSED SIGNAGE AND STRIPINGNOT INCLUDING THE ROADWAY CENTERLINE.17.FOR ALL SPOT ELEVATIONS, ADD 4700' FOR TRUE ELEVATION.GENERAL NOTES:KEY NOTES:PEDESTRIAN RAMP TO CONFORM TO ADA REQUIREMENTS AND INCLUDE STEEL TRUNCATED DOME PANELS.17.00'10.00'10.00'7.00' 6.50' 5.00' 6.50' 5.00'R=35'