HomeMy WebLinkAbout018 C5.2 DTLS-CONC, ASPHALT&CURB4" (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)4" R3" R3/4" PER 1' SLOPE2"9"614" [0.52']714" [0.60']2'-0"TOPSOILCOMPACTEDBACKFILLSUB-BASE COURSEAS REQUIREDCRUSHED GRAVELBASE - 3" MINFINISHED ASPHALTSURFACE TO BEFLUSH WITHGUTTER LIPLAYDOWNCURB9"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.NOTES:1.BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (MPW SPECS., 1996 ED.)2.CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 34" AND MINIMUMWIDTH OF 18".3.12" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER.4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HISREPRESENTATIVE.5.CONCRETE SHALL BE CLASS M-4000.6.CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPW SPECS, 2003 ED) FOR CURB ANDGUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.3"10"SUBGRADE PERGEOTECHNICAL REPORTNOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE TREATED PER GEOTECHNICALRECOMMENDATIONS.2.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").3.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.4.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.5.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 6" MINUSCRUSHED SUB-BASE COURSEASPHALTCONCRETE PAVEMENTNATIVE GROUND6"MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSE4"(MIN) CLASSM-4000 CONCRETE6"(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 SUBGRADESECTION A-ANOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSEDSUBGRADE SHALL BE TREATED PER GEOTECHNICALRECOMMENDATIONS.2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TOSECTION 02234 OF THE MPWSS AND INCORPORATE AMAXIMUM PARTICLE SIZE OF THREE INCHES (3").3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION02235 OF THE MPWSS AND INCORPORATE A MAXIMUMPARTICLE SIZE OF ONE AND ONE-HALF INCHES (1-1/2").4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO AMINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.5.CONCRETE SHALL BE M-4000 REINFORCED WITH 1.5 LBSFIBERMESH PER CUBIC YARD.6.FINISH CONCRETE WITH LIGHT BROOM FINISH.7.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OFCROSSWALK.PLAN VIEW1'-0"6'-0"1'-0"AA6" CONCRETE PAVEMENT5" (MIN) DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSE6" (MIN) DEPTH OF6" MINUS PITRUNSUBGRADE PERGEOTECHNICAL REPORTMIRAFI 600X SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUALNATIVE GROUNDPROVIDE BONDING AGENTBETWEEN POURSCURB &GUTTERDOWEL TO CURB WITH (2) - #4 x 18"EPOXY COATED REBAR EVENLY SPACEDON 3" CENTERS, CENTERED IN SLAB (TYP)DOWEL TO CURB WITH (3) - #4 x 18"EPOXY COATED REBAR EVENLY SPACEDON 15" CENTERS, CENTERED IN SLAB (TYP)TOOLED JOINT WITH1/2" DEPTH AND 1/4"MAXIMUM RADIUS (TYP)SAWCUT JOINT WITH 1-1/2"DEPTH AND 1/4" WIDTHMAXIMUM (TYP)DOWEL DIFFERING CONCRETE WITH#10 x 12" EPOXY COATED REBAREVENLY SPACED ON 18" CENTERS,CENTERED IN SLAB (TYP)CROSSWALK CONCRETECOLOR AND STAMP PATTERNAS APPROVED BY OWNERAND/OR ARCHITECTFILL CONSTRUCTIONJOINT WITH SEALANTMATERIALSTANDARD CONCRETEFOR BORDERCURB &GUTTERLENGTH PER PLAN5"NOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE TREATED PER GEOTECHNICALRECOMMENDATIONS.2.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").3.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINEDBY ASTM D 698.4.CONCRETE SHALL BE M-4000 REINFORCED WITH 1.5 LBS FIBERMESH PER CUBIC YARD.5.FINISH CONCRETE WITH LIGHT BROOM FINISH.CONCRETE PAVEMENTNATIVE GROUND10" MINIMUM DEPTH OF 1-1/2"MINUS CRUSHED BASE COURSESUBGRADE PERGEOTECHNICAL REPORTissue dateproject #phasesheet
project
ownerrevisiondate2/24/2022 1:56:20 PM
C5.2DETAILS - CONCRETE, ASPHALT, & CURB
21087.00UDC SITESUBMISSIONAURORA TECHNOLOGIES
INNOVATION CAMPUS PARTNERS
N:\5755\008-Aurora\ACAD\Sheets\5755.008-C5.X-Details.dwg STANDARD CATCH CURB & GUTTERSTANDARD SPILL CURB & GUTTER5DECORATIVE CONCRETE CROSSWALK DETAIL1CURB AND GUTTER DETAILS2HEAVY DUTY BITUMINOUS PAVEMENT DETAIL35" THICK STANDARD DUTY CONCRETE PAVEMENT DETAIL44-INCH THICK CONCRETE SIDEWALK DETAILSCALE: 1/2" = 1'11x17 SCALE: 1/4" = 1'-0"engineers surveyors planners scientists
MorrisonMaierle 03/25/20221 6/15/2203.25.2022