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HomeMy WebLinkAbout071 N 25 AVE ROAD PLAN & PROF 28W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8WBPBPBPBPBPBPBPSS12SD12SD15SD15SD18SD18SD18SD18SD18SD15SD15SD15SD15SD12SD12SD12SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SDSSSSSSSSSS24SD24SD24SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD24SD24SD24SD24SD8SD8SD8S8S8S8S8SWSWSWS FS FS FSSSSSSSSSSSBPBPBPBPBPNGNGNGNGNGNGNGBFBFBFBFBFBFBFNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPNGNGNGBFBFBFBFBPBPBPBPNGNGNGSBPBPBPBPBPBPNGNGNG WSWS FS FSSSSSSSSSSSWSWSWS FS FS FSWWWSSSSSSS30 31S SSNG NGBFBF BTVBTVBTVBTVWWW473047324734473347364734 6+007+00 8+00 9+00 10+00TBC: 36.77TBC: 36.59 TBC: 36.59TBC: 36.35TBC: 36.35 T B C : 3 3 . 9 3 T B C : 3 3 . 9 3 T B C : 3 3 . 8 0 T B C : 3 2 . 9 4 T B C : 3 2 . 4 6 T B C : 3 2 . 4 6 T B C : 3 3 . 0 0 T B C : 3 1 . 7 7 T B C : 3 1 . 7 7 T B C : 3 1 . 2 5 T B C : 3 1 . 2 5 T B C : 3 1 . 1 4 T B C : 3 0 . 3 2 T B C : 3 0 . 6 6 Δ=6°03'31"R=315.00'L=33.31'Δ=6°03'31"R=315.00'L=33.31'PI: 5+61.44 PC: 8+24.91 PT: 8+58.22 PC: 9+02.41 PT: 9+35.724720473047404750 4720473047404750FG-4735.16EG-4735.165+50FG-4734.86EG-4734.866+00FG-4734.90EG-4734.90FG-4734.71EG-4734.717+00FG-4733.59 EG-4733.59 FG-4732.61 EG-4732.618+00FG-4732.13 EG-4732.13 FG-4731.68 EG-4731.689+00FG-4731.05 EG-4731.05 FG-4730.26 EG-4730.2610+00FG-4730.34 EG-4730.3410+50VPT STA=6+11.44VPT ELEV=4736.29-1.57%VPI STA=9+74.69VPI ELEV=4730.57K=182.23LVC=100.00'LP STA 10+24.69LP ELEV=4730.06VPC STA=9+24.69 VPC ELEV=4731.36 VPT STA=10+24.69 VPT ELEV=4730.06 CENTERLINE CROSSINGTURBULENCE LANESTA. 5+61.38 CENTERLINE CROSSING TRADE WIND LANE STA. 9+74.75 N 25 AVE ROADPLAN & PROF 2CCFWEHC9-4SheetNumber:© 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 AVETRADE WIND LANETURBULENCE LANE N25TH AVENUE ROADSTA. 5+50 TO 10+5035' TBC TO TBC, 6.5' BLVD, & 5' SIDEWALKSSTRUCTURAL SECTION PER DETAILS, SHEET C1-7FINISHED GROUNDEXISTING GROUNDFLATS1 (FL-1)GEARGARAGE(AM-3)CLUBHOUSE(AM-1)FLATS2 (FL-2)SITE PLAN RC-2 05/2023 MATCH LINE STA 10+00 SEE C9-510' WIDE PRIVATE UTILITYEASEMENT (TYP.)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)60' WIDE PUBLIC ACCESS ANDUTILITY EASEMENT (TYP.)5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)MATCH LINE STA6+00 SEE C9-3 1111111111INSTALL NEW DRIVEWAYAPPROACH(6" THICK MIN. CONCRETE)TIE-IN TO EXISTING ASPHALTROAD WITH SMOOTH TRANSITION.NEATLINE SAWCUT EXISTINGASPHALT. APPLY TACK COATPRIOR TO PAVING.1.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.1R=35'R=35'7.00'10.00'10.00'7.00' 6.50' 5.00' 6.50' 5.00'