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EP <br />—•- 1 ' 2' -4' '- 2' --- <br />— - TE <br />Var ..•8B% ' <br />Conform <br />Grade existing ground <br />to place TE <br />1' min width (Typ) <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation - - - - - <br />EP <br />20' 2 <br />4 <br />h I Mat <br />Match i ch # TE I -•— <br />Exist Slope iI Exist Slope <br />r �o� 87. V <br />or <br />0.25' HMA Overlay <br />HECORD DRAWINU <br />Corr+ctbns 6y <br />No Clwen/N <br />an dh q Ug ThI D <br />TWICALaMA <br />Milton Road: Sta 10+11 to Sta 29+32 <br />Sta 50+00 to Sta 142+07 <br />y VV 5W s swing should verity r <br />All 1#40 OV 0,1 xrhrt►np The She " wnrM <br />I----- - , <br />Conform <br />v <br />M <br />M <br />m <br />M <br />z <br />' <br />COUNTY OF SAN <br />DRAWN BY DATE <br />7'0m Gorman 11/23 <br />EP <br />Existing Roadway <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />- - --- - -- -- --- 20' - -- ----- <br />Var <br />Remove Subbase, Base and Surfacing (0.25') <br />Place HMA 0.25' <br />Var <br />EP <br />i <br />-.J <br />Existing Roadway <br />Milton Road: Sta 31+38 to Sta 40+56 <br />Sta 41 +29 to Sta-5D-+00 <br />Ir -7+^e, <br />JOAQUIN NO SCALE I TYPICAL SECTIONS <br />PROJECT ENGINEER DATECHECKED DATE1223 <br />1' <br />Conform <br />Variable Depth <br />Shoulder Backing (Typ) <br />.NOTE; Reduce Shoulder Backing <br />placement to existing hinge point, <br />if the existing shoulder width is <br />less than 6 feet. <br />0'-6' - 1' <br />Varma <br />-- Conform <br />Variable depth Shoulder Backing (Typ) <br />See Shoulder Detail (Sheet No 6.) <br />MILTON ROAD RESURFACING <br />(Duncan Road to Fine Road) <br />Sheet No. <br />2 of 6 <br />