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f _ Limits of Clearing SHOULDER SCHEDULE SHOULDER SCHEDULE and Grubbing 2'-4' Earthwork 11'-12• zaw) w (ZLV7-nf LGGI7.CJY Mtwr SinV F (Roadwoy I Ste. 10+12 to Ste. 27+00 B Ste. 10+12 to Ste. 13+00 A L>aut Widening) i Sto. 27+00 to Sto. 30+00 D Ste. 13+00 to Sta. 22+00 B Limits of Clearing 1 Conform- 2y i Ste. 30+00 to Ste. 39+00 B Sto. 22+00 to Sta. 23+00 A Earthwork and Grubbing I Sto. 39+00 to Sta. 41+00 A Ste. 23+00 to Ste. 24+00 C (Mist. Areas) Existing Roadway�l Eafthwafk Ste. 41 +00 to Sto. 47+00 B Ste, 24+00 to Ste. 47+00 B 2' F4'- Shoulder Backing- (Road we 0.5' Line Cut Sta. 47+00 to Ste. 50+00 C Ste. 47+00 to Sta. 49+00 A Widening 0.32'-0.36' A.C. Sta. 50+00 to Sto. 56+00 B Ste. 49+00 to Sta. 55+00 C `v__ SHOULDER DETAIL A Cfe7. --2%- Sto. 56+00 to Sta. 58+00 A Sto. 55+00 to Ste. 60+00 a Conform F Ste. 58+00 to Sto. 83+00 B Ste. 60+00 to Ste. 63+00 E _ Existing Roadway Giw1IsG � - Limits of Clearin Ste. 83+00 to Ste. 84+00 D Ste. 63+00 to Ste. 74+00 B Shoulder Backing - �L0.5' Line Cut and Grubbing Sta. 84+00 to Ste. 86+00 B Ste. 74+00 to Ste. 76+00 C I Imported or P 0.32'-0.36' A.C. m 2, �4, Earthwork 11 12' Sto.Sto. 86+00 to Sto. 89+00 D Sta. 76+00 to Sta. 85+00 B Local Borrow a ' (Roodwo I P Widening i Sta. 89+00 to Sta. 91 +00 B Sta. 85+00 to Sto. 92+00 q SHOULDER DETAIL D Conform — zz —�� i Ste. 91 +00 to Ste. 94+00 C Ste. 92+00 to Sto. 117+00 B Ns i _ Ste. 94+00 to Ste. 97+00 A Ste. 117+00 to Sta. 121 +00 A 8 — Existing Roadway $ - - - - - ( Sta. 97+00 to Sta. 100+00 D Ste. 121+00 to Ste. 122+00 C F Shoulder Backing- c X0.5' Line Cut Sto. 100+00 to Ste. 104+00 B Ste. 122+00 to Ste. 127+00 A w i 0.32'-0.3IF 6" A.C. r�asrt s Ste. 104+00 to Ste. 108+00 D Sta. 127+00 to Sta. 151+03 B Imported or rn I Limits of Cleoria ocal Borr A m SHOULDER DETAIL R Ste. 108+00 to Ste. 110+00 8 n and rubbing Ste. 110+00 to Ste. 111+00 D ! Earthwork 0le ,�. cAut Sto. 111+00 to Ste. 114+00 B I arlhwor (Misc. Areas) Limits of Clearing ) 11 -12 4'1f4' and Grubbing Ste. 114+00 to Ste. 117+00 C (Roadway Earthwork Ste. 117+00 to Sta. 121+00 B Widening) (Misc. Areas Earthwork I Sta. 121 +00 to Ste. 126+00 D 12" 4" 11'-12�.--r (Roadway r I Sta. 126+00 to Ste. 139+00 B I `�� fij �z Conform Widening) Ste. 139+00 to Ste. 141+00 A Existing Roadway + /Conform i - - _ r- - w Ste. 141 +00 to Sta. 143+00 B o Existing Roadway i Sta. 143+00 to Ste. 149+00 C 0.5' Line Cul Shoulder Backing o Shoulder Backing - - - - 0.32'-0.36' A.C. Imported or f 0.32'-0.36' A.C. J �-0.5' Line Cut Ste. 149+00 to Ste. 151+03 B ,V Local Borrow z SHOULDER DEMIL m SHOULDER DETAIL C W e17 'F��I - (Superelevation) r y, e N wcnx F40 COUNTY OF SAN JOAQUIN NO scALE SHOULDER DETAILS AUSTIN ROAD IMPROVEMENTS Sheet No. (Louise Avenue to French Camp Road) 3 of 12 DRAWN BY DATE PROJECT ENGINEER DTE CHECKED DATE APPROVAL RECOMMENDED DATE ..