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Const <br />I <br />EP Limits of Clearing and Grubbing - - --- <br />I <br />0.5 0.5' <br />* — 31' Geosynthetic Pavement Interlayer (Paving Fabric) - I <br />1 — Match Match <br />— Exist Slope Exist Slope <br />*Sta 49+75 to Sto 50+60— — — — <br />Do not plane &place 1' of ------- ---�----------------_--- <br />existing AC roadway at the EP Plane 0.25' Roadway Surfacing —Ii' Existing Roadway Existing Headwall <br />Place 0.25' HMA TYPICAL SECTION to remain in place <br />River Road: Sta 49+15 to Sto 50+95 <br />q - <br />Const <br />- <br />EP Limits of Clearing and Grubbing - --- <br />2' 4'; <br />- -- - - 32' ---- <br />TE I -- Install Centerline <br />Rumble Strips (See Sht <br />No. 6 for Details) <br />ar _ 8% <br />L- _. <br />Install Edge Line <br />Rumble Strips (Typ) <br />(See Sht No. 6 for Details) <br />RECORD DRAWING <br />C0"e tions 8y. _ _ <br />its <br />Any ft rwn using This ng .S V*NV <br />AN Inbwmstii n RY Inspecting The Sits Of Wwj <br />EP <br />4' 2' 1 ' <br />TE <br />,7 89°� <br />Vr <br />0.25HMA Overlay TYPICAL SECTION Existing Roadway <br />River Road: Sta 160+32 to Sta 235+81 <br />q - <br />Const <br />- -- - - <br />EP Limits of Clearing and Grubbing <br />4 - <br />2' , <br />�}� - 32' -- - - - - <br />0-.51' 1731' Geosynthetic Pavement Interlayer (Paving Fabric) <br />TE - Match Match <br />8% Exist Slope Exist Sloe Match <br />\4 al P i I Exist Slooe <br />cn <br />Grade existing ground <br />to place TE <br />;:u 1' min width (Typ) <br />M <br />X <br />-21 <br />r <br />m <br />z <br />0 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />Ger Lee 06/21 A.- ok-* <br />Variable Depth <br />Shoulder Backing (Typ) <br />EP <br />- -- - _ 4'' 2' � 1, <br />0.5 <br />Match TE <br />Exist Slope R� <br />0.25' HMA Overlay —�' — — _ -- _— — 30' (Typ) <br />Existing Roadway <br />River Road: Sto <br />TYPICAL <br />55+50 to Sta 69+50 <br />SECTION <br />Sto 257+50 to Sta 268+00 <br />Sta <br />102+00 to Sta 107+00 <br />Sto 270+00 to Sta 277+00 <br />Sta <br />166+00 to Sta 174+00 <br />Sto 280+50 to Sto 283+00 <br />Sta <br />195+50 to Sta 204+00 <br />Sto 298+50 to Sta 302+00 <br />NO SCALE I TYPICAL SECTION <br />DATE CHECKED I DATE <br />Variable Depth <br />Shoulder Backing (Typ) <br />(See Sht No. 5 for more <br />shoulder details) <br />RIVER ROAD IMPROVEMENTS <br />(Murphy Road to 1,300' west of McHenry Road) <br />Q�OFESS/p� <br />=' �9 z <br />No. 83958 <br />tax CIVIL <br />F of cp-\F <br />Awni Taha <br />RCE 83958 <br />Sheet No. <br />3 of 9 <br />