HomeMy WebLinkAbout36-C5.2DetailsHardscape4" (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 LIPLAYDOWNCURBNOTES:9"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"18"SUBGRADE PERGEOTECHNICAL REPORTNOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE TREATED PER GEOTECHNICALRECOMMENDATIONS.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"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 GROUND1'-0" MINIMUM DEPTH OF 1-1/2"MINUS CRUSHED BASE COURSESUBGRADE PERGEOTECHNICAL REPORTMIRAFI 600X SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUALSECTION A-ANOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THEEXPOSED SUBGRADE SHALL BE TREATED PERGEOTECHNICAL RECOMMENDATIONS.2.AGGREGATE SUB-BASE COURSE SHALL CONFORMTO SECTION 02234 OF THE MPWSS ANDINCORPORATE A MAXIMUM PARTICLE SIZE OFTHREE INCHES (3").3.AGGREGATE BASE COURSE SHALL CONFORM TOSECTION 02235 OF THE MPWSS AND INCORPORATEA MAXIMUM PARTICLE SIZE OF ONE AND ONE-HALFINCHES (1-1/2").4.AGGREGATE BASE COURSE SHALL BE COMPACTEDTO A MINIMUM OF 95% OF THE MAXIMUM DRYDENSITY AS DETERMINED BY ASTM D 698.5.CONCRETE SHALL BE M-4000 REINFORCED WITH1.5 LBS FIBERMESH PER CUBIC YARD.6.FINISH CONCRETE WITH LIGHT BROOM FINISH.7.SPACE CONTRACTION JOINTS TO MATCH THEWIDTH OF CROSSWALK.PLAN VIEW5'-0"UNLESSNOTEDOTHERWISEAA6" CONCRETE PAVEMENT5" (MIN) DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSE6" (MIN) DEPTH OF6" MINUS PITRUNSUBGRADE PERGEOTECHNICAL REPORTMIRAFI 600X SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUALNATIVE GROUND#4 BAR @ 3" DEPTHCURB &GUTTERDOWEL TO CURB WITH (3) - #4 x 18"EPOXY COATED REBAR EVENLY SPACEDON 15" CENTERS, CENTERED IN SLAB (TYP)FILL CONSTRUCTIONJOINT WITH SEALANTMATERIALCURB &GUTTER#4 BAR ONA 2' X 2' GRID4"(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 SUBGRADE6" (MIN)6" (MIN)6" (MIN)2% (TYP)UNLESS OTHERWISE NOTED ON PLANS2'-0"SUB-BASE COURSEAS REQUIREDCRUSHED GRAVELBASE - 3" MINFINISHED ASPHALTSURFACE TO BEFLUSH WITHGUTTER LIP9"Know what'sbelow.before you dig.CallRCURB AND GUTTER DETAILSSTANDARD CATCH CURB & GUTTERSTANDARD SPILL CURB & GUTTERSTANDARD DUTY BITUMINOUS PAVEMENT DETAIL6" THICK STANDARD DUTY CONCRETE PAVEMENT DETAILDECORATIVE CONCRETE CROSSWALK DETAILDETAILS-CONCRETE,ASPHALT, & CURBC5.2.
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BOZEMAN, MONTANABLACKRIDGE COMPANIES1735 SOUTH 19TH AVESUITE BBOZEMAN, MT 59718OFFICE: 406.582.8100FAX: 406.582.8108244 North College Avenue #130Fort Collins, Colorado 80524P 970.409.3414www.norris-design.com10/29/20214-INCH THICK CONCRETE SIDEWALK DETAILSTANDARD RIBBON CURBMASTER SITE PLAN10/29/21: MSP 0106/02/22: MSP 01