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GENERAL NOTES: <br /> 1 . Contractor shall scarify native soil adjacent to pavement at <br /> Const. intersection radii to a depth of 6" and blend Shoulder Backing <br /> material prior to compaction. Limits of this work shall be <br /> Limits of Clearing and Grubbing and Mailbox Relocation confined to intersection radii plus 50 feet in each direction. <br /> Payment for blending shall be considered as included in the <br /> 9' 9' price for Shoulder Backing. <br /> 2. All existing trees, shrubs, fences and other frontage improvements <br /> Vor. 2' 2' 0.5'-4' are to remain in place unless otherwise noted. All new growth <br /> Conform 0.15' A.C. in ditchs shall be removed. <br /> 1.5� 1.5� Vof— Overlay 3. Hand Grinding of Asphalt Concrete pavement will be required at <br /> �v� _ y°r. —� yO�� 9 P P q <br /> 771 77 77 XX <br /> locations where existing Water Valves are within the Planing limits. <br /> 4. Placement of Asphalt Concrete surfacing shall not begin until the <br /> Existing Roadway Asphalt Concrete used in <br /> p pavement repair and leveling has been <br /> Shoulder Shoulder in place for 18 hours. <br /> Backing 0.10' A.C. Backing 5. All earthwork, except for final lift of shoulder backing shall be <br /> Leveling 16' Pavement completed prior to placing the final lift of Asphalt Concrete <br /> Reinforcing Mesh surfacing. <br /> 6. Contractor shall select equipment to accommodate traffic as <br /> in the special provisions and to protect side slopes. <br /> TYPICAL SECTION CLARK DRIVE specified <br /> 7. Maintenance Hole Fromes and Covers shall be raised per City of <br /> Stockton Standard Drawings #55. <br /> 8. Earthwork (miscellaneous areas) shall consist of scarifying 3", <br /> dressing and recompacting shoulder area to fill depresions and <br /> 1, match edge of pavement. <br /> D Const. <br /> D <br /> I <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> M 4' Eorthwork 10' 10' 4' Earthwork <br /> z (Misc. Areas) <br /> (Misc. Areas) <br /> m (See Note 4' 4' (See Note <br /> No. 8) No. 8) <br /> 0.17' A.C. Match <br /> Conform Overlay Existing <br /> yor. _1.5� 1.5%- Grade <br /> V°-r. Conform <br /> 04 <br /> Existing ' <br /> Roadway <br /> 0.3' Pavement—/ 0.3' Pavement <br /> Repair 18' Pavement Repair <br /> Reinforcing Fabric .3' <br /> v <br /> 01 <br /> TYPICAL SECTION SUTRO AVENUE <br /> D <br /> rn <br /> m <br /> rn <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCAM PLAN CLARK DRIVE AND SUTRO AVENUE RESURFACING Sheet No. <br /> (99 Frontage Road to end; Waterloo Ave. to Harding Way) 2 of 10 <br /> DRAWN BY DATE PROJECT INEER I DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> TR. Caffahan 3/07 7 /3-a �catp �b 31is1 <br />