HomeMy WebLinkAbout18-C5.3DetailsSidewalkWIDTH VARIESREFER TO PLANVARIESWIDTH VARIESREFER TO PLAN6'-0"6'-0"RAMP SLOPE12(H) : 1(V) MAXNOTES:1.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMP MAY ALSO BE REINFORCEDWITH 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.DETECTABLE WARNING SURFACES SHALL COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT GUIDELINES". ONE CORNER OFTHE DETECTABLE WARNING MUST BE WITHIN EIGHT INCHES (8") OF THE GUTTER FLOWLINE. NO OTHER POINT ON THE LEADINGEDGE OF THE DETECTABLE WARNING MAY BE MORE 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.5. RAMP AND CURB MAY BE POURED MONOLITHICALLY.6. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED ONE AND ONE-HALF PERCENT (1.50%), MAXIMUM.4-INCH THICKNESSCONCRETE SIDEWALK6" (MIN) THICK CONCRETE OVER3" (MIN) THICKNESS OF1-1/2" MINUS WASHED ROCKFOR APRON & RAMP#5 x 24" REBARDOWEL SPACED@ 24" O.C. (TYP)NO LIPTOP-BACK OF CURBFACE OF CURBCURB FLOWLINEEDGE OFASPHALTAPRON SLOPE10(H) : 1(V) MAXNOTES:1.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PERCUBIC YARD. RAMP MAY ALSO BE REINFORCED WITH 6x6x10 GAUGE WIRE MESH.2.DOWEL RAMP THREE INCHES (3") INTO BACK OF CURB WITH #5 x 24" REBAR,MAINTAINING THREE INCHES (3") CLEAR.3.RAMP AND CURB MAY BE POURED MONOLITHICALLY.SIDEWALKCROSS SLOPE1.50% MAXRAMP SLOPE12(H) : 1(V) MAXRAMP SLOPE12(H) : 1(V) MAX7'-0"6"RAMP LENGTHPER PLANLANDING WIDTHPER PLANRAMP LENGTHPER PLAN6'-6"TRANSITION CURBHEAD TO MATCHSIDEWALK ATEND OF RAMP (TYP)#5 x 24" DOWEL (TYP)SPACED AT 18" O.C.CONCRETEJOINT (TYP)VERTICALCURBINTEGRAL CURB & GUTTEROR THICKENED EDGESIDEWALK, PER PLAN6" (MIN) THICK CONCRETEOVER 3" (MIN) THICKNESS OF1-1/2" MINUS WASHED ROCKVARIESREFER TOPLAN8'-0"NO LIPTOP-BACK OF CURBFACE OF CURBCURB FLOWLINEEDGE OFASPHALT6" (MIN) THICK CONCRETE OVER3" (MIN) THICKNESS OF1-1/2" MINUS WASHED ROCK4-INCH THICKNESSCONCRETE SIDEWALKNOTES: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 CURB THREE INCHES (3") INTO BACK OF CURB WITH #5 x 24" REBAR, MAINTAINING THREE INCHES (3") CLEAR.3.DETECTABLE WARNING SURFACES SHALL COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT GUIDELINES". ONECORNER OF THE DETECTABLE WARNING MUST BE WITHIN EIGHT INCHES (8") OF THE GUTTER FLOWLINE. NO OTHER POINTON THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE MORE THAN FIVE FEET (5') FROM THE FLOWLINE.4.RAMP AND CURB MAY BE POURED MONOLITHICALLY.RAMP SLOPE12(H) : 1(V) MAXSIDEWA
LKCROSS SLOPE1.50%
MAX28"MINIMUM24"MINIMUM BLUE PAINT ±5'-2"±4'-8" WHITE PAINT - STROKE WIDTH = 3" (MIN)REFER TO "STANDARD HIGHWAY SIGNS,2004 EDITION" APPENDIX (PAGE 6-31)FOR HANDICAPPED SYMBOL DESIGNVANACCESSIBLERESERVEDPARKING$100 FINEPERMIT REQUIREDVAN ACCESSIBLE PARKINGSPACE SIGN ASSEMBLY$100 FINEPERMIT REQUIRED12"$100 FINE PLAQUE DETAILNOTES:1.SIGNS MAY ALSO BE MOUNTED ON BUILDING FACE AS APPLICABLE AND APPROVED BY OWNER.2.SIGNS SHALL BE MOUNTED TO POST OR BUILDING USING NEOPRENE, FIBROUS, OR OTHERAPPROVED NON-METALLIC WASHERS.R7-8NA(NO ARROW)12" x 18"R7-8A12" x 6""$100 FINE"PLAQUE12" x 6"WHITEBACKGROUNDSIGN BLANK & BORDERSAME AS R7-8A1.5" GREENSERIES DLETTERS1" GREENSERIES DLETTERS1.5"1.0"0.5"1.5"1.5"6"1"6"1"18"12"Know what'sbelow.before you dig.CallRSCALE: 1/4" = 1'-0"PEDESTRIAN RAMP DETAIL - APRON STYLE11x17 SCALE: 1/8" = 1'-0"SCALE: 1/4" = 1'-0"PEDESTRIAN RAMP DETAIL - PARALLEL STYLE WITH PARKING11x17 SCALE: 1/8" = 1'-0"SCALE: 1/4" = 1'-0"PEDESTRIAN RAMP DETAIL - FULL WIDTH ISLAND STYLE11x17 SCALE: 1/8" = 1'-0"DETAILS- SIDEWALKAND RAMPSC5.3.
MEE OWNER:DATE:SHEET TITLE:OWNER:DATE:SHEET TITLE:CHECKED BY:DRAWN BY:
NWX APARTMENTS- AN ICON COMMUNITY
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.com10/29/2021ACCESSIBLE PARKING SIGN DETAILACCESSIBLE PARKING PAVEMENT MARKINGS10/29/21: SP 02SITE PLAN - PHASE 206/02/22: SP 0209/06/22: SP 02 10/29/21: SP 0106/02/22: SP 0209/06/22: SP 03UPDATED DETAILS