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Home My WebLink About020 C5.0 Curb Paving and Approach DetailsPER 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 PLANCOMPACTEDBACKFILL/BASEMATERIAL 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 2020 - THE LAKES AT VALLEY WEST (SOUTH),BOZEMAN, GALLATIN COUNTY, MONTANA APRIL 10TH, 2020 PREPARED BY CASTLEROCK CIVIL & GEOTECHNICAL ENGINEERING FOR 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'S AUTHORIZED REPRESENTATIVE.5.CONCRETE SHALL BE CLASS AE.614"9"114" [0.10']214" [0.18']2'-0"4"1'-0"21"MINIMUM DEPTH OF 6"MINUS SUBGRADE PLACED IN12" LIFTSNOTES:1.REFER TO GEOTECHNICAL REPORT FOR 2020 - THE LAKES AT VALLEY WEST (SOUTH), BOZEMAN, GALLATIN COUNTY, MONTANA APRIL 10TH, 2020PREPARED BY CASTLE ROCK CIVIL & GEOTECHNICAL ENGINEERING FOR ADDITIONAL SECTION INFORMATION2.EXCAVATE TO NATIVE ALLUVIAL GRAVELS REMOVING ANY LOAMY/CLAY SOILS.3.PRIOR TO PLACEMENT OF THE SUBGRADE, THE NATIVE GRAVELS SHALL BE COMPACTED TO 95% (MINIMUM) OF MAXIMUM DENSITY AS DETERMINEDBY ASTM D 698 AND ±3 PERCENT OF ITS OPTIMUM MOISTURE CONTENT.4.THE NATIVE GRAVELS SHOULD ALSO BE PROOF ROLLED WITH A DOUBLE AXEL DUMP TRUCK AND ANY AREAS THAT ARE SOFT AND YIELDINGSHOULD HAVE THE MATERIAL REMOVED AND RELACED WITH COMPETENT STRUCTURAL FILL AND COMPACTED. THE ROAD FOUNDATION SHOULDBE RE-TESTED UNTIL FIRM.5.SUB-GRADE MATERIAL SHOULD BE 6" MINUS PLACED IN 12 INCH LIFTS UP TO 19 INCHES BELOW FINISH GRADE. SUB-GRADE MATERIAL SHOULD BECOMPACTED TO 95% (MINIMUM) OF OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D 698 AND ±3 PERCENT OF ITS OPTIMUM MOISTURECONTENT.6.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF THREEINCHES (3").7.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF THREEQUATER INCHES (3/4").8.AGGREGATE SUB-BASE AND BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BYASTM D 698.9.ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITH AASHTO MP1 COMPACTED TOA MINIMUM OF 97% OF THE MARSHALL UNIT WEIGHT.10.THE FINISHED SURFACE MUST BE FREE OF RUTS, DEPRESSIONS, OR OTHER SURFACE DEFECTS EXCEEDING ONE-QUARTER INCH (1/4") ASMEASURED WITH A TEN FOOT (10') STRAIGHT EDGE PARALLELING THE FINISHED SURFACE. MAKE CORRECTIONS BY SCARIFYING AND RELAYINGTHE MIXTURE AT CONTRACTOR EXPENSE. MINIMUM DEPTH OF 3" MINUSCRUSHED SUB-BASE COURSEASPHALTCONCRETE PAVEMENTNATIVE ALLUVIAL GRAVELS (ROAD FOUNDATION)3"MINIMUM DEPTH OF 3/4" MINUSCRUSHED BASE COURSE5'-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 OFASPHALTSECTION A-APLAN VIEW1'-0"WIDTH PERPLAN SDWK1'-0"AA6" CONCRETE PAVEMENT3" (MIN) DEPTH OF 34" MINUS CRUHED BASE COURSE10" MINIMUM DEPTH OF 3" MINUS CRUSHED SUB BASE COURSE21" MINIMUM DEPTH OF 6" MINUS SUBGRADE PLACED IN 12" LIFTSNATIVE GROUNDCURB &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)CURB &GUTTERLENGTH PER PLAN#4 BAR ON2' X 2' GRID7.0'7'-0"1:10 MAXLANDINGSLOPE2% 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.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.3.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 ROCKTRUNCATED DOMEPANEL - FULLWIDTH OF RAMPNO LIPTOP-BACK OF CURBFACE OF CURBCURB FLOWLINEEDGE OFASPHALT1:10 MAX1: 1 2MAX 1 : 1 2MAX CURBSCALE: 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 DETAILSCALE: 1/4" = 1'-0"PEDESTRIAN RAMP DETAIL - BOULEVARD STYLE11x17 SCALE: 1/8" = 1'-0"SHEET NUMBERPROJECT CODEPROJECT ADDRESSARCHITECT RETAINS COPYRIGHT TO THESE DRAWINGS.DRAWINGS ARE ONLY FOR USE FOR PROJECT NAMED ONDRAWING SHEET AND MAY NOT BE REPRODUCED OR USEDFOR OTHER PURPOSES WITHOUT WRITTEN PERMISSIONFROM ARCHITECT.NWBWEST PARKNEIGHBORHOODBLOCK 1LOT 1WEST PARKSUBDIVISIONPRELIMINARY106 EAST BABCOCK STREETSUITE 1ABOZEMAN, MT 59715SHEET NAMEPROJECT NAMEDRAWING REVISIONSDRAWING ISSUE DATEDRAWING ISSUED FORPHONE: (406) 582-898812/01/2022 C5.0CURB PAVINGANDAPPROACHDETAILS12-01-2022SCALE: NTSCROSSWALK DETAILWEST PARK BITUMINOUS PAVEMENT DETAILSCALE: NTSACCESSIBLE PEDESTRIAN RAMP DETAIL