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C7 r- <br />r <br />m <br />Z <br />0 <br />Const <br />Limits of Cleari I and Grubbing <br />9 <br />' <br />2 ' I ' <br />_ 32- 92 _ i _ 2 _ <br />Fog Seal and Paint <br />Existing AC Dike. <br />Where exists (Typ) <br />Shoulder Detail _ <br />See Sheet No. 3 <br />Paved <br />in Shoulder <br />0 <br />� I � <br />i <br />TYPICAL SECTION. <br />EI Dorado St : Sta 9+20 to Sta 65+77 <br />Sta 71 +10 to Sta 75+43 <br />French Camp Rd : Sto 17+40 to Sta 19+42 <br />Sta 20+57 to Sta 22+60 <br />q <br />Const <br />Limits of Cleari Iand Grubbing <br />9 <br />64' <br />Limits of Roadway Excavation <br />24' <br />Travel Lanes <br />iU-) <br />r- <br />6 6 <br />24' <br />ravel Lanes <br />Existing Roadway <br />Place 0.25' HMA <br />0.25' (min) Planing <br />Roadway Surfacing <br />RECORD DRAWING <br />Correct By <br />No Chang, <br />Date -zy <br />Any Person Using This Drawing Shote# <br />All Information By Inspecting The Sao <br />Shoulder Detail <br />See Sheet No. 3 <br />Finished Grade Existing Grade <br />— 27 <br />Place 0.75' HMA <br />'TYPICAL SECTION <br />EI Dorado St Sta 65+77 to Sta 67+77 & Sta 69+10 to Sta 71 +10 <br />9' Sta 65+77 to Sta 67+77 (a) <br />8' <br />Paved <br />Shoulder <br />LO <br />L_ r- <br />0 o eRpF ESS /D <br />—47 <br />_ � Z <br />w No. 83958 m <br />CIVIL <br />Scarify and Recompact �F DF <br />Native Soil to a minimum <br />90% relative compaction. <br />AAA <br />Awni Taha <br />RCE 83958 <br />COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS EL DORADO STREET RESURFACING Sheet No. <br />(Interstate 5 to Stockton City Limits) 2 of 11 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE <br />Vincent (z�,,i 0x201,9 l <br />Limits of Crack Seal <br />and Fog Seal on <br />Var Var <br />Limits <br />and <br />of Crack Seal <br />Fog Seal on <br />4' to 9' on <br />(See Plans) (See <br />Plans) <br />4' <br />to 9' on <br />a) <br />Paved Shoulder <br />.� <br />•� <br />i <br />. <br />•� <br />Shoulder <br />a <br />YLC <br />� <br />a <br />� <br />C;Paved <br />v <br />0 <br />Asphaltic <br />u' <br />o —Traffic Island to remain <br />�% <br />Asphaltic <br />o <br />o <br />v <br />Q <br />U <br />Emulsion <br />>. <br />v <br />(Where exists) <br />o <br />Emulsion <br />v <br />0 <br />Fog Seal cv <br />Coat O <br />E <br />3 <br />v <br />o <br />See Details on Sht No. 10 <br />�T — �- �, <br />,Var Va r <br />� <br />+' <br />E <br />-� <br />-3v <br />o <br />N <br />o <br />Fog Seal <br />coat <br />Ld <br />- <br />� ,; <br />Fog Seal and Paint <br />Existing AC Dike. <br />Where exists (Typ) <br />Shoulder Detail _ <br />See Sheet No. 3 <br />Paved <br />in Shoulder <br />0 <br />� I � <br />i <br />TYPICAL SECTION. <br />EI Dorado St : Sta 9+20 to Sta 65+77 <br />Sta 71 +10 to Sta 75+43 <br />French Camp Rd : Sto 17+40 to Sta 19+42 <br />Sta 20+57 to Sta 22+60 <br />q <br />Const <br />Limits of Cleari Iand Grubbing <br />9 <br />64' <br />Limits of Roadway Excavation <br />24' <br />Travel Lanes <br />iU-) <br />r- <br />6 6 <br />24' <br />ravel Lanes <br />Existing Roadway <br />Place 0.25' HMA <br />0.25' (min) Planing <br />Roadway Surfacing <br />RECORD DRAWING <br />Correct By <br />No Chang, <br />Date -zy <br />Any Person Using This Drawing Shote# <br />All Information By Inspecting The Sao <br />Shoulder Detail <br />See Sheet No. 3 <br />Finished Grade Existing Grade <br />— 27 <br />Place 0.75' HMA <br />'TYPICAL SECTION <br />EI Dorado St Sta 65+77 to Sta 67+77 & Sta 69+10 to Sta 71 +10 <br />9' Sta 65+77 to Sta 67+77 (a) <br />8' <br />Paved <br />Shoulder <br />LO <br />L_ r- <br />0 o eRpF ESS /D <br />—47 <br />_ � Z <br />w No. 83958 m <br />CIVIL <br />Scarify and Recompact �F DF <br />Native Soil to a minimum <br />90% relative compaction. <br />AAA <br />Awni Taha <br />RCE 83958 <br />COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS EL DORADO STREET RESURFACING Sheet No. <br />(Interstate 5 to Stockton City Limits) 2 of 11 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE <br />Vincent (z�,,i 0x201,9 l <br />