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GENERAL NOTES Const. <br /> 1. The Asphalt Concrete (0.25' or 0.35' resurfacing) shall be Limits of Clearin and Grubbing <br /> placed in two (2) layers with pavement reinforcing fabric and Mailbox Relocation <br /> placed on existing or prepared surface. <br /> 4' 4' 1 1' I 1 1' 4' 4' 1. <br /> 2. All Pavement Repair must be completed 24 hours prior to 1' <br /> placement of Asphalt Concrete. 1' 20' Pavement I Reinforcing Fabric 1' <br /> 3. Shoulder Backing material at all radii shall be blended with <br /> the top 6" of native material as directed by the Engineer. Conform % Var. Val 8% Conform <br /> Payment for blending shall be considered as included in Var• � – <br /> the unit price paid for Shoulder Backing. – --- <br /> ----- ---+-- ----------�. <br /> 4. All earthwork (except for final lift of shoulder backing) Shoulder Backing Exist. Roadway) 0.25' – 0.35' Asphalt Shoulder Backing <br /> shall be completed prior to placing final layer of asphalt Concrete Overlay <br /> concrete. No Shoulder Backing Material shall be deposited TYPICAL SECTION <br /> or drifted on the final lift of asphalt concrete surfacing. <br /> St10+11 to Sta. 59+00 (Lt.dcRt.) <br /> 5. The contractor shall conduct the Shoulder Backing operations o. <br /> i <br /> so as not to disturb or obstruct any existing drainage. Sta. 71+00 to Sta. 105+40 (Lt.) <br /> 6. Payment for tree removal and disposal shall be considered rL <br /> as included in the contract lump sum price for Clearing Const. <br /> N and Grubbing. Tree branches extending over the roadway shall <br /> be trimmed in accordance with recognized standards of good Limits of Clearing and Grubbing <br /> y aboricultural practices. and Mailbox Relocation <br /> 7. Survey Monument Frames and Covers shall be placed to0'-4' 2' 11' – 18' I 11' – 18' 4' 4' <br /> A T finished grade at the following locations: Sta. 51+95t and 1' 1' <br /> 104+85f. Exact locations to be determined by the Engineer. (See Note 9) Pavement Reinforcing Fabric 1 <br /> 8. Contractor shall obtain a Permit from the City of Tracy for <br /> i M the placing of Warning Signs within Tracy City Limits. 1' 12 i 12 Conform <br /> = 9. Pavement reinforcing fabric shall be placed on through Conform Var. Var. 88% <br /> -jar. <br /> �8� – <br /> ° travel lanes at Sto. 59+00 to Sta. 71+00. i� <br /> L-------- –Shoulder Backing Exist. Roadway+-- --0.35' Asphalt------------J Shoulder Backing <br /> Const. Bkidway <br /> 11' _.._4' 4' — <br /> TYPICAL SECTION Concrete Overlay <br /> Limits of A.C. Leveling <br /> Conform Sta. 59+00 to Sta. 71+00 <br /> 0.35' A.0 <br /> m over IevePng Q17 <br /> Const. <br /> ( o .: Conform <br /> $ Var,. i I 8% <br /> Wf E----------- – Variable Depth — – — <br /> n LQ J Shoulder Backing <br /> O '+ 1% Leveling Course L_ <br /> –_ <br /> M LEVELINGShoulder Backing <br /> 0 o Sta . 31+00 to Sto. 38+00 (Rt.) I Sta. 71+00 to Sta. 105+40 (Rt.) <br /> COUNTY OF SAN JOAQUIN NO SCALE ATYPICAL SELTI ON OTES ( VALPICO ROAD RESURFACING Sheet No. <br /> Lammers Road to 2,700' a//o Corral Hollow Road 2 of 7 <br /> DRAWN BY I DATE I PROJECT ENGINEER I DATE CHECKED I DATE I APPROVAL RECOMMENDED I DATE <br />