Laserfiche WebLink
GENERAL IL110TES <br /> R/w <br /> 1. Placement of Final Lift A.C. su :aping shall not begin <br /> until A.C. used in widening area ilii: lir;? in place for <br /> ,.� 40' 40 to 55 a minimum of 36 hours. <br /> c Limits of Clearing t Grubbing, Earthwork (Roadway widening) s <br /> 0 <br /> 014.5' to 20' - 0 18' to 22' *8' - <br /> I a AC. widening h Variable 2. All earthwork except for shouldering up shall be completed <br /> AC. widening k Variable Depth Overlay &biting Roadway Depth OverlayA.C. verlay. <br /> w;dth o' to 5.5' -� � ____ �� o � 4 prior to placing final layer of A. . <br /> e <br /> 4' 4' �- 4' Var.��5.51 9' 12' Var. Depth <br /> A.C. Overlay A.C. Overlay See Section - C <br /> CONFORM ® for Sta. 7+50 to Sta. 8+70 RL <br /> CONFORM - <br /> 31, CONFORM — - <br /> _ f f _ Var._ _ Ver. - 3' —_ - I 2% 1 CONFORM <br /> ax L <br /> LEGEND <br /> &listing S.P. A.C. Planing Depth 0.08' to= 0.00' — <br /> � : <br /> � ® Refer to Plan Sheet # 2 for exact width. <br /> 0.72 A.C. 0.72' A.C. <br /> Variable Depth Shoulder <br /> Gutter Grade Bad* (xattve Material) A Location of A.C. Planing: Sta. 5+50 to Sta. 9+00 Lt. Rt. <br /> ® Location of A.C. Planing: Sta. 10+62 to Sta. 14+45 Lt. <br /> Sta. 5+20 to Sta. 7+50 Rt. <br /> (STA. 5+20 to STA. 9+50 <br /> 1 NOTE: Except for the final lilt, asphalt concrete n1II A.C. Planing <br /> TYPICAL SECTION — A may be placed by any mechanical means that will g <br /> produce a unifrom texture and grade. 3/4" AC Base <br /> NOT �� may be substituted for 1/2" AC Widening area <br /> when apr wed by the Engineer. A.C. Widening <br /> %/. Variable Depth Asphalt Concrete Overlay <br /> R/w <br /> R/w <br /> 40, g <br /> c Limits of Clearing k Grubbing. Earthwork (Roadway w dening) <br /> 013.5' to 20' <br /> 0 <br /> A.C. Viidening k Variable Depth Overlay 18' to 22' -- <br /> width 0' to 8.5' lasting Roadway <br /> IExisting Roadway - - <br /> f 4' f 4' 4' --► 4.5' - 9 <br /> Var. Depth 12 <br /> LC. <br /> 8 <br /> Var. Depth COI ORY <br /> A.C. Overlay <br /> CONFORM <br /> y') Ba <br /> ® . ____ 1.01 <br /> sting Driveway <br /> 3 <br /> CONFORM ' <br /> ® ~ CONFORM — — — — -- — -- — _ — _ _ Var_ ^ 3 I ✓AR. WC, ,1 <br /> A.C. Planing Depth = 0.08' to 0.00' <br /> • <br /> A.C. Planing Depth = 0.08' to 0.00' <br /> usting Lp. Rdsting LP. <br /> 0.72, A.C. <br /> 0.72' A.C. <br /> Gutter Grade <br /> (STA. 10+10 to STA. 14+45 Lt.) (STA. 7+50 to STA. 8+70 Itt ) <br /> TYPICAL SECTION — B TYPICAL SECTION — C <br /> NOT TO SCALE NOT To SCALL <br /> DRAWN BY DATE PR ECT ENGINEER DATE CHECKED BY DATE SUBMITTED T PP A A LOWER SACRAMENTO ROAD Nu swiss <br /> TONY RBFUSItZo e UD.D. 6/16/88 aL,161-� COUNTY U F SAN J 0 A Q U I N SCALE: NONE TYPICAL SECTIONS & GENERAL NOTES PROJECT AND STATE HIGHWAY 12 2 6 <br /> FILE NAME N0. DRA R SHEET NO. CAD, FILE <br />