2010 STANDARD PLAN A87A A87A - Caltrans

COUNTYROUTEPOST MILESTOTAL PROFESSIONAL ENGINEERSTATE OF CALIFORNIAREGISTERED CIVIL "W2"R=1"R=1"R=1"1"R= "2"R= ""W2""W2"R=1"..10% MaxR/W (Typ)45^"W2"3"VarWARP WHENNEEDEDVarWARP WHENNEEDEDVar RAMP W Var Var Var X X Var W Var Var X XSEENOTES4 & 545^RETAINING CURBS,WHEN MaxSIDEWALK,SEE NOTE 810% Max2% MaxFRONTEDGE OFSIDEWALKDEPRESSEDSIDEWALKSEE NOTE 8 Var DIMENSIONS"H1" "W1" "H2" "W1" "H1" "H2" "W1" "H1" "H2""H1" "H2" "W1" "W1" "W2" "H2""H1" "W1" "W2" "H1" "H2""W1" "W2" "H1" "H2" ES FINISHEDROADWAYSURFACE1. 2. 3. 4. 5. 6. 7. CASE ATypical driveway, sidewalk not depressedCASE BDriveway with depressed sidewalkPLANELEVATIONDRIVEWAYSSECTIONSTA BLE ACURBQUANTITIESTYPE A1 CURBSSee Table ATYPE A3 CURBSS uperimposed on existing pavementSee Table ATYPE A2 CURBSSee Table ATYPE B1 CURBSSee Table ATYPE B3 CURBSS uperimposed on existing pavementSee Table ATYPE B2 CURBSSee Table ATYPE B4 CURBSSee Table ATYPE D CURBSTYPE E CURBTYPE H CURBOn BridgesCURBS4:1 Michael Janzen44788 CIVILCase A driveway section typically applies.

county route post miles total project sheet total sheets plans approval date no. exp. r e g i s t e r e d a p r o f e s s i o n l e n g i n e e r s t a t e o f c a l i o r n i a registered civil engineer

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  Standards, Plan, 2010, 2010 standard plan a87a a87a, A87a

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