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HomeMy WebLinkAbout029 C060 CURB AND CROSSWALK DETAILS4" (MIN)1'-0"6"(MIN)6" (MIN)9"214"2'-0"412" [0.38']512" [0.45]6" (MIN)6" (MIN)4" R3" R3/4" PER 1' SLOPETOPSOILCOMPACTEDBACKFILLCOMPACTED SUBGRADECOMPACTED CRUSHEDBASE COURSE MATERIALFINISHED ASPHALTSURFACE TO BE1/8" TO 1/4" ABOVEGUTTER LIPLAYDOWNCURB4" (MIN)1'-0"6"(MIN)6" (MIN)6" (MIN)6" (MIN)4" R3" R3/4" PER 1' SLOPE2"9"614" [0.52']714" [0.60']2'-0"TOPSOILCOMPACTEDBACKFILLCOMPACTED SUBGRADECOMPACTED CRUSHEDBASE COURSE MATERIALFINISHED ASPHALTSURFACE TO BE1/8" TO 1/4" ABOVEGUTTER LIPLAYDOWNCURBNOTES:NOTES:1.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.2.CONTRACTION JOINTS SHALL BE PLACED AT TEN FOOT (10') MINIMUM INTERVALS AND SHALL HAVE A MINIMUM DEPTHOF THREE-QUARTER INCH (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").3.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOTMORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THECURB AND GUTTER.4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNERTHEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).5.CONCRETE SHALL BE CLASS M-4000.6.CONTRACTOR SHALL BACKFILL CURB WITHIN SEVEN (7) DAYS OF PLACEMENT.3"1'-0"8"(MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADENOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUMPARTICLE SIZE OF THREE INCHES (3").3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLESIZE OF ONE AND ONE-HALF INCHES (1-1/2").4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.5.ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITHAASHTO MP1 COMPACTED TO A MINIMUM OF 97% OF THE MARSHALL UNIT WEIGHT.6.THE FINISHED SURFACE MUST BE FREE OF RUTS, DEPRESSIONS, OR OTHER SURFACE DEFECTS EXCEEDINGONE-QUARTER INCH (1/4") AS MEASURED WITH A TEN FOOT (10') STRAIGHT EDGE PARALLELING THE FINISHED SURFACE.MAKE CORRECTIONS BY SCARIFYING AND RELAYING THE MIXTURE AT CONTRACTOR EXPENSE. MINIMUM DEPTH OF 3" MINUSCRUSHED SUB-BASE COURSEASPHALTCONCRETE PAVEMENTNATIVE GROUNDMIRAFI 600X SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUAL6"MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSE6"9"8"(MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADENOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUMPARTICLE SIZE OF THREE INCHES (3").3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLESIZE OF ONE AND ONE-HALF INCHES (1-1/2").4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.5.CONCRETE SHALL BE M-4000 REINFORCED WITH 1.5 LBS FIBERMESH PER CUBIC YARD.6.FINISH CONCRETE WITH LIGHT BROOM FINISH.CONCRETE PAVEMENTNATIVE GROUNDMIRAFI 600X SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUAL6"MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSEMINIMUM DEPTH OF 3" MINUSCRUSHED SUB-BASE COURSENOTES:1.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMP MAY ALSO BEREINFORCED WITH 6x6x10 GAUGE WIRE MESH.2.DOWEL RAMP FLARES THREE INCHES (3") INTO BACK OF CURB WITH #5 x 24" REBAR, MAINTAINING THREE INCHES (3") CLEAR.3.SIDEWALK CROSS-SLOPES SHALL NOT EXCEED TWO PERCENT (2%), MAXIMUM.6" (MIN) THICK CONCRETE OVER3" (MIN) THICKNESS OF1-1/2" MINUS WASHED ROCKDOWEL (TYP)NO LIPTOP-BACK OF CURBFACE OF CURBCURB FLOWLINEEDGE OFASPHALT5'-0"5'-0"8'-0"6'-0"5'-3"6"RAMP SLOPE12(H) : 1(V) MAXRAMP SLOPE12(H) : 1(V) MAXLANDING SLOPE2.00% MAX5"4"(MIN) CLASSM-4000 CONCRETE3"(MIN) 3/4" MINUS CRUSHEDLEVELING COURSE MATERIALNOTES:1.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OFSIDEWALK.2.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINTFOR THE FULL DEPTH OF CONCRETE.3.FINISH CONCRETE WITH LIGHT BROOM FINISH.2% MAX CROSS SLOPECOMPACTED SUBGRADE5'-0"VARIES5'-0"1'-0"1'-0"RAMP SLOPE12(H) : 1(V) MAX*COLOR ASAPPROVED BYOWNER*NOTES:1.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMPMAY ALSO BE REINFORCED WITH 6x6x10 GAUGE WIRE MESH.2.DOWEL RAMP FLARES THREE INCHES (3") INTO BACK OF CURB WITH #5 x 24" REBAR, MAINTAININGTHREE INCHES (3") CLEAR.3.DETECTABLE WARNING SURFACES SHALL COMPLY WITH THE "AMERICANS WITH DISABILITIES ACTGUIDELINES". ONE CORNER OF THE DETECTABLE WARNING MUST BE WITHIN EIGHT INCHES (8") OF THEGUTTER FLOWLINE. NO OTHER POINT ON THE LEADING EDGE OF THE DETECTABLE WARNING MAY BEMORE THAN FIVE FEET (5') FROM THE FLOWLINE.4.RAMP AND CURB MAY BE POURED MONOLITHICALLY.5.SIDEWALK CROSS-SLOPES SHALL NOT EXCEED TWO PERCENT (2%), MAXIMUM.SIDEWALK INSTALLED PERDETAIL 1 ON THIS SHEET6" (MIN) THICK CONCRETE OVER3" (MIN) THICKNESS OF1-1/2" MINUS WASHED ROCKDOWEL (TYP)TRUNCATED DOMEPANEL - FULLWIDTH OF RAMPNO LIPTOP-BACK OF CURBFACE OF CURBCURB FLOWLINEEDGE OFASPHALTSCALE: 1" = 1'-0"CURB AND GUTTER DETAILS11x17 SCALE: 1/2" = 1'-0"STANDARD CATCH CURB & GUTTERSTANDARD SPILL CURB & GUTTERSCALE: 1/2" = 1'-0"STANDARD DUTY CONCRETE PAVEMENT DETAIL11x17 SCALE: 1/4" = 1'-0"SCALE: 1/2" = 1'-0"STANDARD DUTY BITUMINOUS PAVEMENT DETAIL11x17 SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"ACCESSIBLE PARKING PEDESTRIAN RAMP DETAIL11x17 SCALE: 1/8" = 1'-0"SCALE: 1/2" = 1'-0"CONCRETE SIDEWALK DETAIL11x17 SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"PEDESTRIAN RAMP DETAIL - BOULEVARD STYLE11x17 SCALE: 1/8" = 1'-0"NOT FOR CONSTRUCTION03/2021VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2022COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\4192\025 - THE BOULDERS SITE DEVELOPMENT\ACAD\SHEETS\PHASE 2\4192025 C060-CURB X WALK DETAILS.DWG PLOTTED BY:CELINE SAUCIER ON Apr/06/2022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleBOULDERS CREEK APARTMENTS PHASE 24192.025MONTANACURB AND CROSSWALK DETAILS7C060 CMSCMSMEE03/2021 BOZEMANNOT FOR CONSTRUCTION03/2021Know what'sbelow.before you dig.CallRKnow what'sbelow.before you dig.CallR02528-102529-8