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i <br /> GENERAL NOTES <br /> 1 . Imported Borrow shall be a cohesive <br /> Const. material selected for its ability to resist <br /> erosion. The R—value and Sand Equivalent <br /> Limits of Clearing and Grubbing requirements shall be waived for this <br /> material. <br /> Refer to this sheet 12' �'� 12' Refer to this sheet 2. All earthwork (except for final grading <br /> and Sheet No. 3 and Sheet No. 3 of shoulders and placement of shoulder <br /> for shoulder details for shoulder details <br /> � backing material) shall be completed <br /> I prior to placing finished course of <br /> asphalt concrete. <br /> Var. Var. _ <br /> 3. Graveled shoulders shall be constructed <br /> by uniformly placing "Shoulder Backing' <br /> `___,_—___�—__ _—_-----_ , i material at a rate of 3 tons per station <br /> -- --------- (each side). The completed shoulder shall <br /> Asphalt Concrete Overlay be flush with the edge of pavement. <br /> (See table below) 4. Survey Monument Frames and Covers <br /> Existing Roadway shall be adjusted to finished grade at <br /> Limits of mailbox relocation TYPICAL SECTION Sta. 239+30t, Sta. 265+85f and <br /> Sto. 292+35±. Exact locations to be <br /> Sta. 209+00 to Sta. 322+25 determined by the Engineer. <br /> 5. For 0.45' overlay, Asphalt Concrete shall <br /> be placed in three layers 0.15' thick. <br /> ASPHALT CONCRETE OVERLAY TABLE Const. <br /> Const. <br /> Sta. to Sta. Thickness • I <br /> Limits of Clearing and • Limits of Clearing <br /> ° Grubbing, and Earthwork <br /> M y 209+00 to 210+50 Var. Depth — Trans. 9. I 0and Grubbing. <br /> (Miscellaneous Areas) i <br /> R D 210+50 to 226+00 0.45' <br /> H 226+00 to 227+00 Var. Depth — Trans. , <br /> N 227+00 to 241 +00 0.25' <br /> 2 4 12 4 12 <br /> 241 +00 to 242+00 Var. Depth — Trans. I Conform i <br /> 242+00 to 317+10 0.30' , <br /> r- 317+10 to 317+60 Var. Depth — Trans. I I <br /> ri <br /> Z 317+60 to 318+00 0.10' V 8% � <br /> a 318+00 to 318+30 Var. Depth — Trans. °r ��. VOr' t <br /> X P Conform <br /> ri 319+35 to 319+60 Var. Depth — Trans. .': -- _-- <br /> 319+60 to 321+95 0.10' <br /> 321+95 to 322+25 Var. Depth — Trans. Imported Borrow Shoulder Backing <br /> P (Refer to General Shoulder Backing <br /> ty (TYP) Note No. 3) <br /> ' SHOULDER DETAIL 1 SHOULDER DETAIL 2 <br /> • A Refer to Sheet No. 3 for Refer to Sheet No. 3 for <br /> Shoulder Schedule. Shoulder Schedule. <br /> lz COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION AND LONE TREE ROAD RESURFACING Sheet No. <br /> ' Q SHOULDER DETAILS Sexton Rood to Escalon—Bellotti Road 2 of 8 <br /> Drawn By Date ineer Project EngDate Checked Date Submitted Date A r l R ommended Date <br /> B . 8/93 a'" 8/93 k m"� V-o S �dj/w <br />