HomeMy WebLinkAbout019 C5.3 DTLS-SIDEWALKS AND RAMPSWIDTH VARIESREFER TO PLANVARIESWIDTH VARIESREFER TO PLAN6'-0"6'-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. 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)TRUNCATED DOMEPANEL - FULLWIDTH OF RAMPWHERE INDICATEDNO 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 ROCKGROUNDLEVELSURFACEFLANGEMOUNT35"24"1.9"36" MIN36" MIN36"WALLWALLGROUNDLEVEL2.5"6"SUPPORT AND CORRESPONDING ANCHORSUPPORTANCHORTUBESIZEWEIGHTWALLTHICKNESSTUBESIZEWEIGHTWALLTHICKNESS2" X 2"2.42 LB / FT0.105"(12 GAUGE)2-1/2" X 2-1/2"18.4 LB / EA0.188"(7 GAUGE)NOTES:1.STEEL POSTS SHALL BE HOT-DIPPED IN GALVANIZED ZINC COATING AND FINISHEDWITH CONVERSION COATING AND A CLEAR ORGANIC TOP COAT.2.WHEN FASTENING POST TO ANCHOR, INSERT CORNER BOLT HEAD FROM OPPOSITESIDE OF EXPECTED IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE FORADDITIONAL STABILITY.3.ALTERNATE CRASH TESTED AND APPROVED BREAKAWAY DEVICES MAY BE USED ASAN OPTION AS APPROVED BY THE ENGINEER.2" (MAX)2'-6"4"1'-0"7/16" DIA HOLES SPACEDONE INCH (1") ON-CENTERGROUNDLEVELINSERT SIGN POST18" INTO ANCHOR2-1/2" OR 3" SQUARE,NON-PERFORATEDSTEEL HEAVY DUTYBREAKAWAY ANCHORCONCRETE FOUNDATION(CLASS M-3000 MINIMUM &1' DIA x 2'-6" MINIMUM)NATIVE GROUND2" OR 2-1/2" SQUARE PERFORATEDGRADE 50 STEEL POSTSHIMS ARE NOT TO BE USEDFASTEN POST TO ANCHOR WITH 5/16" STEEL(STAINLESS OR ZINC PLATED) CORNER BOLT,FLAT WASHER, & NUT (SEE NOTE 2 BELOW)2-1/2" X 2-1/2"3.14 LB / FT0.105"(12 GAUGE)3" X 3"23.0 LB / EA0.188"(7 GAUGE)28"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 DESIGNVARIESREFER TOPLAN8'-0"NO LIPTRUNCATEDDOME PANELTOP-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.*COLOR ASAPPROVED BYOWNER*RAMP SLOPE12(H) : 1(V) MAXSIDEWA
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MAX4'-0"3'-6"1'-6"6" SCH. 40STEEL PIPE(6 5/8" OD)CONCRETEROUND TOPCONCRETE(M-3000)FOUNDATION1/2" EXPANSIONJOINT MATERIAL1-1/2" MINUS WASHEDROCK BASE MATERIALCONCRETE SLABOR ASPHALT PAVINGPRIME AND PAINTissue dateproject #phasesheet
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ownerrevisiondate2/24/2022 1:56:20 PM
C5.3DETAILS - SIDEWALKS AND RAMPS
21087.00UDC SITESUBMISSIONAURORA TECHNOLOGIES
INNOVATION CAMPUS PARTNERS
N:\5755\008-Aurora\ACAD\Sheets\5755.008-C5.X-Details.dwg 1PEDESTRIAN RAMP DETAIL - APRON STYLESCALE: 1/4" = 1'11x17 SCALE: 1/8" = 1'-0"2PEDESTRIAN RAMP DETAIL - PARALLEL STYLE WITH PARKINGSCALE: 1/4" = 1'11x17 SCALE: 1/8" = 1'-0"engineers surveyors planners scientists
MorrisonMaierle 1 6/15/2203.25.20224BICYCLE HOOP RACK DETAILSCALE: NTSNOTE:AS MANUFACTURED BY "DERO BIKE RACK COMPANY", OR APPROVED EQUAL.5SIGN POST INSTALLATION DETAILSCALE: NTS6ACCESSIBLE PARKING STALLPAVEMENT MARKING DETAILSCALE: NTS3PEDESTRIAN RAMP DETAIL - ISLANDSCALE: 1/4" = 1'11x17 SCALE: 1/8" = 1'-0"7BOLLARD DETAILSCALE: NTS1