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Const <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation <br /> 16' <br /> 16' 2' 2' 1 ' <br /> 4' I 4, <br /> l/or I — Vow Vo/- <br /> Conform I Vd/- —� 89'� mor Conform <br /> L — — — — — — — — — — — — — — — — — — — — <br /> 0.17' Rubberized Hot Mix Asphalt Overlay <br /> Existing Ground Existing Road Structure <br /> Variable Depth <br /> Shoulder Backing (Typ) <br /> TYPICAL SECTION <br /> Sta 0+16 to Sta 212+04 <br /> tGORD DRAWING <br /> D GENERAL NOTES: Corrections ®y <br /> No Changes By '77) ,,,,,;�� <br /> Date <br /> :2 1. Placement of Rubberized Hot Mix Asphalt overlay shall not begin until the Asphalt Concrete used in Pavement Repair has been in Any Person Using This Drawing Should Verify <br /> m place for 12 hours. <br /> Z <br /> All Information ®y Inspecting The Site Of Work <br /> D 2. Rubberized Hot Mix Asphalt shall be placed in one (1) layer. <br /> M <br /> 3. All earthwork (except for final shoulder grading) shall be completed prior to placing final layer of Rubberized Hot Mix Asphalt. No <br /> Shoulder Backing material shall be deposited or drifted on the final layer of Rubberized Hot Mix Asphalt surfacing. <br /> 4. Hand grinding of Asphalt Concrete pavement will be required at locations where Gas Valves are within the planing limits. Payment for <br /> hand grinding shall be considered as .included in the contract unit price paid for Planing Asphalt Concrete Pavement. <br /> 5. Existing drainage facilities shall remain in place unless otherwise noted. The Contractor shall conduct earthwork operations so as not <br /> to modify or obstruct the existing drainage. �OFEZ/D. <br /> py <br /> 6. All existing trees, shrubs, fences and other frontage improvements are to remain in place unless otherwise noted. <br /> 7. Shoulder Backing material at all intersection radii shall receive Penetration Treatment at 0.25 gallon/square yard. Limits of the r No. 38465 a <br /> v, Penetration Treatment work shall be confined to the intersection radii plus fifty feet (50') in each direction or to the intersection Exp. 3-31-11 \� <br /> conform. 9j� CME <br /> OF <br /> 8. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract. <br /> All testing shall conform to the Standard Specifications. All re—testing shall be paid by the Contractor. <br /> M /� <br /> Z V, /��/���V <br /> P <br /> Peter D. Martin <br /> RCE 38465 <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND WEST RIPON ROAD RESURFACING Sheet No. <br /> GENERAL NOTES (Airport Way to Austin Road) 2 of 6 <br /> DRAWN BY I DATE I PROJECT ENGINEER DATE CHECKED DATE APPRO AL RECOMMENDED DATE <br />