Transcription of CURBS AND DRIVEWAYS A87A - California
1 COUNTYROUTEPOST MILESTOTAL PROFESSIONAL ENGINEERSTATE OF CALIFORNIAREGISTERED CIVIL "W2"R=1"R=1"R=1"1"R= "2"R= ""W2""W2"R=1"..10% (Typ)45^"W2"3"NEEDEDWARP WHENVarNEEDEDWARP WHENVar Var RAMP W Var Var Var X X Var W Var Var X45^WHEN NECESSARYRETAINING CURBS ,10% MaxSIDEWALKEDGE OFFRONTSIDEWALKDEPRESSED Var "H1" "W1" "H2" "W1" "H1" "H2" "W1" "H1""H2" "H1" "H2" "W1" "W1""W2""H2" "H1" "W1" "W2" "H1""H2" "W1" "W2" "H1" "H2" ESSURFACEROADWAYFINISHEDCASE ATypical driveway, sidewalk not depressedCASE BDriveway with depressed sidewalkPLANELEVATIONDRIVEWAYSSECTIONSTA BLE AQUANTITIESCURBTYPE A1 CURBSSee Table ATYPE A3 CURBSSee Table ASuperimposed on existing pavementTYPE A2 CURBSSee Table ATYPE B1 CURBSSee Table ATYPE B3 CURBSSee Table ASuperimposed on existing pavementTYPE B2 CURBSSee Table ATYPE B4 CURBSSee Table ATYPE D CURBSTYPE E CURBTYPE H CURBOn BridgesCURBS4.
2 1 Michael Janzen44788 CIVIL6"6"R= "6"R= "5"R= "R= "8"5"2 -0"6"R= "R= "6"BARLONGITUDINAL#4 Min LENGTH 8"#4 DOWEL SPACED 4 -0"5"R= "BARLONGITUDINAL#4 Min LENGTH 8"#4 DOWEL SPACED 4 -0"5"8"7"2"2 -0"R= "R= "9"6"2 -9"R= "R= "1 -0"3"1 -0"R=6"4"R=1 -0"2 -0"6"6"6"1 -0"10"6"4"1 -0"10"1 -2"1 -0"8"6"1 -2"1 -0"1 -4"1 -2""H1"6"4"5"3"6"4"6"4"7"5"8"6"8"6""H2"2 -2"1 -6"8 "7"2 -9"2 -7 "9"7 "7 "7 "2 -8"2 -7 "8"7 ""W1"2 -0" STATE OF California OR ITS OFFICERSOR AGENTS SHALL NOT BE RESPONSIBLE FORCOPIES OF THIS PLAN GRADEROUNDEDBRIDGE SIDEWALKFACE OF CURBJOINCURB FACEBOTTOM OF CURB2" OR Var2" OR Var2" OR Var~GUTTER GRADE " ABOVEDRIVEWAY RAMP,LIP AT BOTTOM OFGUTTER GRADE " ABOVEDRIVEWAY RAMP,LIP AT BOTTOM OF1 -9"1 -1" 3 "2"4" 2 "4" 2 " 1 " 1 "2" 1 "2" 1 ""W2"NO SCALENOTES:STATE OF CALIFORNIADEPARTMENT OF TRANSPORTATIONTHE ACCURACY OR COMPLETENESS OF Max~ PER LINEAR FOOTCUBIC YARDSDIMENSIONSTYPECURBD-6D-4B3-6B3-4B2- 6B2-4B1-6B1-4A3-8A3-6A2-8A2-6A1-8A1-6ED- 6D-4B4B3-6B3-4B2-6B2-4B1-6B1-4A3-8A3-6A2 -8A2-6A1-8A1-6 TYPEGRADESTRAIGHTCURBS AND MaxT, SEE NOTE 3 SEE NOTE 5 SIDEWALK, SEE NOTE 5T, SEE NOTE 3 SEE NOTE 6 SEE NOTE 5 NOTE 2 SEEXSEE NOTE 7 SEE NOTE 7 SEE NOTE 7 gutter slope, where 15%.
3 Reduce driveway ramp slope, notthe roadway 5 -0" from gutter line shall notslope of a line between the gutter and a point onDifference in slope of the driveway ramp and the be 4" for residental and 6" for and ramp thickness "T" at driveway shall 4:1 slopes shall be used on curb -0" except for curb heights over 10" where Case A driveway section typically applies. 4. 3. 2. 1. 7. 6. 5. for each 2 -0" of gutter pan slope shall not exceed 1" of depthAcross the pedestrian route at curb ramp locations, or curb heights in excess of 6".easement may be necessary for narrow sidewalksRetaining CURBS and acquisition of construction shall be 4 -2".
4 Minimum width of clear passageway for STA N D ARD PLA N A87AA87A3-31-169-22-15125 October 30, 2015
