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EP <br />-� TE <br />V r 8% <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 />I <br />- - - - - 19' - 22 <br />I <br />Match Exist <br />Var Slope <br />0.17' HMA Overlay <br />EP <br />TE <br />7,7 <br />f 8%� V(, <br />Conform <br />L Existing Roadway <br />Variable Depth <br />Shoulder Backing (Typ) <br />Const <br />Match Exist <br />Var Slope <br />----- -- -—----------- -- Limits of Clearing and Grubbing and Mailbox Relocation <br />EP <br />►i 1 ' 2' 2'- - - -- -- - - --- ----- - 30' s 40' <br />TE Match Exist <br />8% <br />Var Slope <br />of <br />_/F <br />- --- -mac <br />Conform - <br />0.08` Cold Plane Pavement <br />Place 0.25' HMA <br />Match Exist <br />Var Slope <br />EP <br />Existing Roadway Planing must conform 7-- <br />where dike/curb exist. <br />No TE where dike/curb exist. <br />Const <br />��. -------------- ----- - - Limits of Clearing and Grubbing and Mailbox Relocation - <br />EP I <br />1 ' 2' 2' - ---- - -- -- --- - -- - - - 30' - 40' - - --- -- _ <br />I <br />Match Exist <br />TE Match Exist ---Var ±Slope <br />Var ±Slope <br />� I <br />Conform <br />I-- -- - - -- - --- -- - - - - - -- <br />0.08' Cold Plane Pavement <br />Place 0.25' HMA <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />Ger Lee 4/24 <br />- Planing must conform to -/ <br />where dike/curb exist, <br />No TE where dike/curb exist. <br />Existing Roadway <br />NO SCALE I TYPICAL SECTIONS <br />DATE CHECKED DATE <br />5/1/24 5/1/24 <br />TE <br />8 <br />,- Vor <br />Conform <br />- Variable Depth <br />Shoulder Backing (Typ) <br />Dike/Curb to remain in place <br />where it exist from <br />Sta 35+92 to Sto 55+08. <br />No shoulder shall be placed <br />beyond existing dike/curb. <br />EP <br />I� <br />TE <br />8% <br />`-- Conform <br />Variable Depth <br />Shoulder Backing (Typ) <br />Dike/Curb to remain in place <br />where it exist from <br />Sta 35+92 to Sto 55+08. <br />No shoulder shall be placed <br />beyond existing dike/curb. <br />TYPICAL SECTION <br />Klo Road: Sto 10+00 to Sto 28+57 <br />TYPICAL <br />Manthey Road (1,400' <br />SECTION <br />Rd to Briggs Rd): <br />S/O <br />Klo <br />Sta 10+00 <br />to <br />Sto <br />39+00 <br />Sta 58+00 <br />to <br />Sta <br />62+00 <br />Sta 76+00 <br />to <br />Sta <br />78+30 <br />*Clearing and Grubbing to existing Fence <br />from Sta 10+00 (Rt) to Sto 53+00 (Rt) <br />RECORD DRAWINI <br />Corna►.,ns !yr <br />No Chsnues By y .•. <br />Dotes <br />kny Persnn Using This OrNWng �-'hauid Vsrliy <br />\ti InMr..rsa.... av tn- ",--, Of Wok <br />TYPICAL <br />Manthey Road (1,400' <br />SECTION <br />Rd to Briggs Rd): <br />S/O <br />Klo <br />Sta 39+00 <br />to <br />Sta <br />58+00 <br />Sta 62+00 <br />to <br />Sta <br />76+00 <br />*Clearing and Grubbing to existing Fence <br />from Sto 10+00 (Rt) to Sto 53+00 (Rt) <br />(1,400' S/O Klo Rd to Briggs Rd; Mathews Rd to 460' S <br />Leo Giron Dr; West End to Manthey Rd) <br />Sheet No. <br />2 of 8 <br />