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0.08'-0.25' <br />Cold Plane Pavement <br />- <br />- <br />0.08' Cold <br />Plane Pavement <br />-� <br />�- <br />Place 0.25' <br />HMA <br />Place <br />0.25' HMA <br />' <br />__ <br />- <br />Match Line See <br />Sheet 6 (Sta <br />27+97) <br />- <br />00 <br />Q <br />+ <br />RECORD DRAWINr <br />'>1 <br />° <br />0 <br />ECT <br />END!ROAD <br />CO^"Valom � _ <br />No ChwVm � �70 <br />Q) <br />V) <br />o <br />KLO <br />0 <br />Deft 1J IS " o <br />+ <br />R <br />0 Q <br />0-- <br />R f!► Pwom U" This D►av*V Should Ver+• <br />� <br />° <br />N <br />o <br />J 0 <br />=Jl h"lbnn tlon By Inspectinq The Stte Of 1A <br />= <br />o <br />Conform <br />EP <br />o <br />o <br />EP <br />Y <br />--- <br />10 <br />- <br />- - 71 ' - <br />- - - <br />---- -- 1 13' �, <br />.) <br />°� <br />0 <br />1n <br />3 <br />--- <br />0 <br />MANTHEY <br />U-) <br />'t' <br />24 <br />25 ROAD 26 <br />) <br />�, m <br />-- <br />BEGIN PROJECT <br />Sta <br />24+73 Manthey Road = <br />MANTHEY <br />ROAD <br />EP <br />Const <br />Const -1 <br />Sta <br />28+75 Klo Road - EP <br />0.08' <br />Cold Plane <br />Pavement <br />- <br />- _ <br />Place 0.25' <br />HMA Conform <br />Conform <br />'� <br />Sta 9+33 <br />-, � 12 <br />- - <br />Sta 9+30 <br />-- -- <br />11' 12 <br />saz <br />�— <br />0.125 <br />CA 25 <br />_ <br />12 <br />Sta 37+40 <br />Manthey Road <br />Frewert Road <br />o <br />Sta 10+00 <br />ci <br />z o <br />N <br />�� <br />W Q <br />w <br />/ <br />q Const <br />N <br />o o <br />4 <br />CD o o <br />;' <br />0 Q LO <br />R <br />Const - <br />N <0 <br />R <br />R <br />- <br />EP <br />o =■ <br />R <br />EP <br />o z <br />/ <br />— <br />0.08' <br />-- <br />0.08' <br />-- <br />- -- 69 80 - --- <br />I�----_ — <br />-- 7 2' <br />- -- ---- <br />1 12 <br />Of <br />+I <br />+I -H <br />ROAD <br />cn <br />Q) <br />MANTHEY <br />s1 <br />0 <br />52 <br />N <br />0 <br />D <br />N <br />37 <br />38 <br />N N <br />51 <br />------------ --- <br />— <br />0 <br />- <br />— — <br />— — -- — <br />— —---------- <br />-- — — -- -- --- <br />------- <br />\ <br />�^ -� <br />EP Taper Transition <br />Rt <br />( ) <br />R&D existing <br />concrete curb <br />broken <br />and place <br />Sta 51+17 Manthey Road = <br />�- EP <br />- Existing curb/dike to <br />- <br />r- <br />P <br />Sta 35+50 <br />to Sta 36+50 <br />back new concrete curb, <br />- Existing curb/dike to <br />Sta 10+00 Manila Road <br />remain in place (Typ) <br />m <br />New curb to <br />match existing <br />remain in place (Typ) <br />o <br />MANTHEY ROAD <br />AND KLO ROAD RESURFACING <br />Sheet No. <br />COUNTY <br />OF SAN <br />JOAQUIN <br />NO SCALE <br />PLAN <br />(1,400' S/0 Klo Rd <br />to Briggs Rd; Mathews Rd to 460' S/0 <br />Leo Giron <br />Dr; West End to Manthey Rd) <br />5 Of 8 <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED DATE <br />Ger Lee <br />4/24�. <br />��'�'" <br />5/1/24 <br />9 5/1/24 <br />