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1' <br />Conform <br />Grade Existing Shoulder <br />to place Tapered Edge, <br />1' minimum width (Typ) <br />rAECORD DRAWING <br />Corr01et110M Ily <br />No Changak <br />Data U � y <br />r -v Person Using This Drawing Should Vaity <br />' iformatlon By Inspecting The Site CN W <br />Const <br />--Limits of Clearing and Grubbing and Mailbox Relocation <br />EP ' EP <br />X' <br />Match <br />Exist Slope <br />04 <br />Match <br />Exist Slope <br />Existing Roadway <br />0.25' HMA Overlay t <br />TYPICAL SECTION <br />Roberts Road: Sta 2+60 to Sta 108+01 (X=12') <br />(Except Superelevations, See Typical Sections Below) <br />Roberts Road Extension "A": Sta 74+52(A) to Sta 75+98(A) (X=11') <br />Rolerson Road: Sta 11+67 to Sta 13+11 (X=10') <br />Muller Road: Sta 134+58 to Sta 137+58 (X=11') <br />Roberts Road Extension "B": Sta 102+27(B) to Sta 104+98(B) (X=11') <br />§ Where conditions dictate, place <br />as directed by the Engineer. <br />4, 1' <br />TE <br />- V <br />Conform <br />-§ Variable Depth <br />Shoulder Backing <br />(Typ) <br />TYPICAL SECTIONS <br />CHECKED DATE <br />_tom Z1174 <br />2' 4'- 1' <br />I --TE <br />Conform <br />§ Variable Depth <br />Shoulder Backing <br />(Typ) <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />EP EP <br />4' 2'-- 12' -� 12' 2' <br />i <br />TE Match <br />Match TE <br />Exist Slope Exist Slope 30' 89' Vor <br />Existing Roadway I -— <br />tA Overlay m <br />Conform 0.25 HM y Confor <br />� <br />1-§ Variable Depth <br />TYPICAL SECTION Shoulder Backing <br />Roberts Road: Sta 93+62 to Sta 96+42 (Typ) <br />Sta 100+98 to Sta 106+02 <br />(Superelevation) <br />ROBERTS ROAD RESURFACINGI Sheet No. <br />(Muller Road to State Route 4) 3 of 6 <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />EP EP <br />2 <br />2'--12' --- �-� 12 — ' <br />i <br />TE <br />I <br />Match Match <br />If <br />_8q0• Exist SloPe- Exist Slope 187 <br />N------- <br />Existin-g Roadway <br />Conform <br />0.25' HMA Overlay <br />Grade Existing <br />Shoulder to place TYPICAL SECTION <br />M <br />;a <br />Tapered Edge, <br />1' minimum <br />Roberts Road: Sta 73+47 to Sta 81+28 <br />(Superelevation) <br />width (Typ) <br />M <br />z <br />0 <br />COUNTY <br />OF SAN JOAQUIN <br />No SCALE <br />DRAWN BY <br />DATE PROJECT ENGINEER DATE <br />Shawn Davis <br />01/22 14A*�, ��(,� Z/1 7/2-2 <br />§ Where conditions dictate, place <br />as directed by the Engineer. <br />4, 1' <br />TE <br />- V <br />Conform <br />-§ Variable Depth <br />Shoulder Backing <br />(Typ) <br />TYPICAL SECTIONS <br />CHECKED DATE <br />_tom Z1174 <br />2' 4'- 1' <br />I --TE <br />Conform <br />§ Variable Depth <br />Shoulder Backing <br />(Typ) <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />EP EP <br />4' 2'-- 12' -� 12' 2' <br />i <br />TE Match <br />Match TE <br />Exist Slope Exist Slope 30' 89' Vor <br />Existing Roadway I -— <br />tA Overlay m <br />Conform 0.25 HM y Confor <br />� <br />1-§ Variable Depth <br />TYPICAL SECTION Shoulder Backing <br />Roberts Road: Sta 93+62 to Sta 96+42 (Typ) <br />Sta 100+98 to Sta 106+02 <br />(Superelevation) <br />ROBERTS ROAD RESURFACINGI Sheet No. <br />(Muller Road to State Route 4) 3 of 6 <br />