HomeMy WebLinkAbout002_C3.1.4_CURB,PAVING,APPROACH(1)_01052022PER PLAN1'-0"9"(MIN)6" (MIN)9"214"2'-0"412" [0.38']512" [0.45]6" (MIN)6" (MIN)4" R3" R3/4" PER 1' SLOPETOPSOIL ORPAVEMENT AS NOTEDON PLANCOMPACTEDACKFILL/BASEIAL PER PLANCOMPACTED SUBGRADECOMPACTED CRUSHEDBASE COURSE MATERIALFINISHED ASPHALTSURFACE TO BE1/8" TO 1/4" ABOVEGUTTER LIPLAYDOWNCURB6"(MIN)6" (MIN)6" (MIN)4" R3" R1/2" PER 1' SLOPE2"9"612" [0.53']7" [0.58']2'-0"COMPACTED SUBGRADECOMPACTED CRUSHEDBASE COURSE MATERIALFINISHED ASPHALTSURFACE TO BEFLUSH WITHGUTTER LIPNOTES:PER PLAN1'-0"6" (MIN)TOPSOIL ORPAVEMENT AS NOTEDON PLANCOMPACTEDBACKFILL/BASEMATERIAL PER PLANLAYDOWNCURBNOTES: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.4"(MIN) CLASSM-4000 CONCRETE3"(MIN) 3/4" MINUS CRUSHEDLEVELING COURSE MATERIALNOTES:1.REFER TO GEOTECHNICAL REPORT FOR BLOCK 2, LOT 10 OF CATRON CROSSINGSUBDIVISION, BOZEMAN, MONTANA, MARCH 2020 PREPARED BY ALLIED ENGINEERINGFOR ADDITIONAL SECTION INFORMATION2.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF SIDEWALK.3.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINT FOR THE FULL DEPTH OFCONCRETE.4.FINISH CONCRETE WITH LIGHT BROOM FINISH.2% MAX CROSS SLOPECOMPACTED SUBGRADE4" (MIN)7"6"(MIN)6" (MIN)6" (MIN)6" (MIN)4" R3/4" PER 1' SLOPESIDEWALKCOMPACTED SUBGRADEFINISHED ASPHALTSURFACE TO BEFLUSH WITHGUTTER LIPCOMPACTED CRUSHEDBASE COURSE MATERIALCOMPACTEDSIDEWALKAGGREGATEBASE COURSENOTES:1.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.2.CONTRACTION JOINTS SHALL BE PLACED AT TEN FOOT (10') MINIMUM INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF THREE-QUARTERINCH (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 NOT MORE THAN 300'INTERVALS. THE EXPANSION JOINT 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 OWNER OR HIS AUTHORIZED REPRESENTATIVE.5.CONCRETE SHALL BE CLASS AE.614"9"114" [0.10']214" [0.18']2'-0"SECTION A-ANOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSEDSUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURECONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2.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"WIDTH PERPLAN1'-0"AA6" CONCRETE PAVEMENT5" (MIN) DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSE6" (MIN) DEPTH OF6" MINUS PITRUN8" (MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADEMIRAFI 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'-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.DETECTABLE WARNING SURFACES MUST BE CAST IRON OR DUCTILE IRON FOR RAMPS WITHIN PUBLIC RIGHT-OF-WAY AND THAT ARE MAINTAINED BY THE CITY PER THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS SECTION 02529.3.11.B5. RAMP AND CURB MAY BE POURED MONOLITHICALLY.6. 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 & GUTTERKnow what'sbelow.before you dig.CallRSCALE: 1/2" = 1'-0"11x17 SCALE: 1/4" = 1'-0"CONCRETE SIDEWALK DETAILSCALE: 1/2" = 1'-0"11x17 SCALE: 1/4" = 1'-0"LAYDOWN CURB DETAIL1issue dateproject #phasesheet
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ownerrevisiondateC3.1.4CURB, PAVING AND APPROACH DETAILS (1)21012.00VANCE THOMPSON VISION
BID & PERMIT SETSCALE: 1/4" = 1'-0"DECORATIVE CONCRETE CROSSWALK DETAIL11x17 SCALE: 1/8" = 1'-0"SCALE: 1/4" = 1'-0"PEDESTRIAN RAMP DETAIL - BOULEVARD STYLE11x17 SCALE: 1/8" = 1'-0"No. 49499CELINE MPROFESSIONALENGI
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EER MONTANALICENSEDSAUCIER100% BID & PERMIT10.29.20211 10/22/21