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Const. 3�� � "' " <br /> Limits of Clearing and Grubbing, !>y No. 21258 <br /> and Mailbox Relocation <br /> rro. 9-3o-01 <br /> CIVIL R�\P <br /> * * � CALIFS <br /> 4' 4' 4' 12'-31' 12'-30' 4' 4' 4' <br /> Conform 8Vor Var. Var. <br /> Vor. _ yor. gg� Conform <br /> Var. <br /> 1. As directed by the Engineer, the Contractor shall <br /> Existing Roadway 0.25 Asphalt Concrete Overlay Var. Depth place bright orange fencing at 6 locations to <br /> Existing Roodwoy� <br /> Shoulder Backing include work within the drip line of Elderberry <br /> TYPICAL SECTION (Typ•) shrubs. Temporary informational signing, provided <br /> f10' Sta. 206+00 to Sta. 219+44 (Lt.) by the Engineer, shall also be installed at these <br /> StO. 9+18 t0 Sta. 182+10sites. Payment for furnishing and placing fencing <br /> *Refer to Plans for Pavement Widths Sta. 192+15 to Sta. 219+44 and installing informational signing will be Item No. <br /> o 16 , Supplemental Work. <br /> 2. Existing A.C. taper immediately adjacent to <br /> rn `� edge of pavement from Sto. 82+30 (Lt.) to <br /> g Const. Sta. 86+20 (Lt.) shall be obliterated. Obliteration <br /> i <br /> shall be in accordance with Section 15-2.02 A,'^ Limits of Clearing and Grubbing of the Standard specifications, and shall be <br /> accomplished by rooting, plowing, pulverizing or <br /> g scarifying. Payment for this work shall be <br /> 4' 12' considered in the contract lump sum price <br /> 12' 4' paid for Clearing and Grubbing and no separate <br /> payment will be made therefore. <br /> Existing A.C. Dike 0.10' <br /> to remain in place (Typ.) 3. Removal of A.C. Dikes, where shown on <br /> (Typ•) _ Var. Vor. _ the plans, shall be done in such a manner <br /> as <br /> below <br /> thenDike.oAllllaDikes not noted for removal) <br /> / shall remain in place. <br /> 0.25' Asphalt Concrete Overlay J \ 4. Where superelevations exist on horizontal curves, <br /> F _ Existing Roadway the new surface slope and drainage shall conform <br /> to the existing <br /> rn <br /> vZi <br /> A TYPICAL SECTION 5. Placement of Asphalt Concrete Surfacing shall <br /> m not begin until Asphalt Concrete used for <br /> o Sta. 182+10 to Sta. 192+15 Pavement Repair has been in place for a <br /> minimum of 36 hours. <br /> COUNTY OF SAN JOA UIl�T NO SCALE TYPICAL SECTIONSANTA FE ROAD RESURFACING Sheet No. <br /> Q IStanislaus River to Escalon City Limits)l 2 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br /> DATE _ J SUUB,MF ED DATE APPROVAfiRECOMMENDED DTE <br />