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Const. <br /> Const. <br /> I 1❑ <br /> © Limits of Clearing and Grubbing <br /> Limits of Clearing and Grubbing <br /> Refer to 12' 12' Refer to 4'© 4' 12' <br /> Shoulder Details Shoulder Details <br /> This SheetThis Sheet Conform <br /> 22' Pavement Reinforcing Fabric 8% _ Var. <br /> I vaf. <br /> _ Var. Var. _ <br /> ✓�r� .r <br /> 777/ L <br /> 77 ZZI zz /V <br /> Var. Depth <br /> T - Shoulder Backing <br /> Existing Roadway 0.25' Asphalt Concrete Overlay DETAIL 1 <br /> TYPICAL SECTION Const. <br /> Sta. 244+00 to Sta. 334+50 m <br /> Limits of Clearing and Grubbing <br /> rn and Earthwork (Miscellaneous Areas) <br /> Note: ED <br /> o m Limits of Mailbox Relocation k—N12 4' 4 <br /> m 2' Sta. 269+00 to Sta. 270+40 Lt. © Conform <br /> 2' Sta. 293+15 to Sta. 319+65 Rt. Var• — 89; Var. <br /> 0' Sto. 324+50 to Sta. 326+80 Lt. --� �� <br /> /. <br /> 3 GENERAL NOTES ® Var. Slope Sta. 324+50 to Sta. 326+80 Lt. _ <br /> o Conform to natural ground. <br /> o Z 0.30' Shoulder Backing <br /> y 1. Pavement reinforcing fabric shall be placed on <br /> �.« 3 the existing pavement. <br /> v <br /> 2. Survey Monument Frames and Covers located <br /> " o at Sta. 266+95f and Sta. 319+94t shall be DETAIL 2 <br /> adjusted to grade. Exact location shall be <br /> determined by the Engineer. <br /> A 3. Place Monument Frame and Cover at Sto. 293+44. SHOULDER SCHEDULE <br /> = Exact location to be determined by the Engineer. Locations Left No. Locations Right No. <br /> Refer to S.J. Co. Std. Drawing No. CW—M1 for details. <br /> 4. Remove existing A.C. Dikes located at Duncan Rd., Sta. 244+00 to Sto. 272+50 1 Sta. 244+00 to Sta. 277+50 1 <br /> ZCox Rd. and Clements Rd. intersections. Sta. 272+50 to Sta. 288+50 2 Sto. 277+50 to Sta. 279+50 2 <br /> Sta. 288+50 to Sta. 294+50 1 Sta. 279+50 to Sta. 291 +50 1 <br /> 5. Surplus material from excavation areas shall be Sta. 294+50 to Sta. 328+50 2 Sta. 291+50 to Sta. 294+50 2 <br /> used as embankment throughout the project as Sta. 328+50 to Sta. 334+50 1 Sto. 294+50 to Ste. 334+50 1 <br /> us directed by the Engineer. <br /> Z SHOULDER DETAILS <br /> COUNTY OF SAN JOAQUIN <br /> No SCALE TYPICAL SECTION COMSTOCK ROAD RESURFACING Sheet No. <br /> F (0.5 mi. w/o Duncan Rd. to Wall Rd.) 2 of 5 <br /> Drown By I Date Project Engineer I Date I Checked Date Submitted Dote eeommended Dote <br /> ,?IIV9- 9J1fJ97 <br />