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COW.. � <br /> o <br /> Limits of Clearing & Grubbing, Earthwork 16' 4 4' <br /> Refer to 16' 16' Refer to Finished Surface <br /> Shoulder details Shoulder details <br /> See this Sht. See this Sht. <br /> 24' Pavement Reinforcing Fabric � Conform <br /> 0 <br /> _ .-- <br /> F L---------------- O - Shoulder Backing (TYp.) <br /> Existing Roadway 0.25' A.C. Overlay <br /> 16' <br /> ,2=--1�4 TYPICAL SECTION SHOULDER DETAIL TYPE <br /> 1❑ Limits of Mailbox Relocation. <br /> Finished Surface <br /> Conform Sta. 8+02W to Sta. 117+00 <br /> CQ7Jf. <br /> E <br /> 0.25' -- Exist. A.C. Dike to <br /> _ _ remain in place SHOULDER DETAIL SCHEDULE 6' 4' 2' <br /> Refer to Sheet No. 6 for Location Type Finished Surface <br /> s b Longitudinal Planing Det ' I <br /> Sta. 1+76W to Sta_ 7+60W (Lt. do Rt.) 4 <br /> Sta. 1+76W to Sto. 29+00 (Lt.) 2s�� Conform <br /> SHOULDER DETAIL TYPE 4 F Stu. 1+76w to sta. 4+00 (Rt.) ,rz <br /> Como. Sto. 4+00 to Sto. 9+00 (Rt.) 2 <br /> 4. 16' Sto_ 29+00 to Sta. 42+70 (Lt.) 3 <br /> -Ji <br /> Stu. 42+70 to Sta. 62+00 (Lt.) rX <br /> Shoulder Backing <br /> A <br /> TFinished Surface Sta. 9+00 to Sta. 62+00 (Rt.) X z <br /> Sto. 62+00 to Sta. 74+10 (Lt.) 2 <br /> ConformF Sta. 74+10 to Sta. 83+00 (Lt.) .74 SHOULDER DETAILTYPE2 <br /> "� Sto. 62+00 to Sta. 68+20 (Rt_) f'L <br /> N - Sta. 68+20 to Sto. 101+00 (Rt.) 2 <br /> ----- <br /> �� Sta. 83+00 to Sta. 84+00 (Lt.) 2 Note: Maintain existing ditch free of <br /> Sta. 84+00 to Sta.. 117+00 (Lt_) 3 foreign materials and restore <br /> Shoulder Backing (Typ.) Sta. 101+00 to Sta. 112+00 (Rt.) )' Z to original condition- <br /> 0 Sta. 112+00 to Sto. 117+00 (Rt.) X 3 <br /> z SHOULDER DETAIL TYPE 3 <br /> YWALNUT GROVE ROAD RESURFACM Sheet No. <br /> COUNTY OF SAN JOAQUIN sECTtoN (South Fork Mokellumne River to elono1n Rood) 2 of 7 <br /> DRAWN BY DATE PROJECT ENG111EER DATE CHECKED MTE SIIB/MRED DATE RECOMMENDED DATE <br /> 6n.:rr .f'1e 9/99 Ti yr►° 1 // <br />