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Conform <br />Const <br />I <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />30'-75' <br />Match i Match <br />"it Slope <br />0.17' HMA Overlay <br />Exist Slope <br />—1 A— <br />Existing Roadway <br />2' 1 <br />Var <br />Conform <br />Grade existing ground L-§ Variable Depth <br />to place TE Shoulder Backing <br />1' min width (Typ) (Typ) <br />R 9—t=9%%OOHD DTYPICAL SEQ11QH <br />RAVVM Analitis Drive: Sta 10+12 to Sta 13+29 <br />convolft" of <br />No Where conditions dictate, place <br />APY PWM Uft %ft 000&4 as directed by the Engineer. <br />AN 14"0060 of kapow" Too aft we <br />Const <br />- Limits of Clearing and Grubbing and Mailbox Relocation <br />19 20 21 21' 30' 2' 2' 1 <br />TE Match I a Match <br />Exist Slope Exist Slope <br />8% <br />-Var <br />Con <br />Conform <br />form <br />0.25' HMA Overlay Existing Roadway <br />VJ Grade existing ground �L-§ Variable Depth <br />o to place TE Shoulder Backing <br />1min w(Typ) <br />or% > ' idth <br />(Typ) <br />TYPICAL SECAOU <br />Kennison Lane: Sta 10+41 to Sta 34+99 <br />Z: <br />0 ANALITIS DRIVE AND KENNISON LANE RESURFACING <br />COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS (Kennison Lane to East End; State Route 12 to North End) <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />,51hawn Davis 12/22 5L"'Pf, 12/20/22 12120122 <br />Sheet No. <br />3 of 6 <br />