Laserfiche WebLink
Const. <br /> Limits of Cleari Ig and Grubbing, <br /> Earthwork Miscellaneous Areas <br /> Conform 20' Pavement Reinforcing Fabric — Conform <br /> I 8% <br /> Var. <br /> v'� Or. <br /> Existing Roadwoy <br /> Imported Borrow or excess material 0.25' Asphalt Concrete Overlay Imported Borrow or excess material <br /> from shoulder excavation. from shoulder excavation. <br /> 0.25'± Shoulder Backing <br /> •Limits of Mailbox Relocation TYPICAL SECTION 0.25' Shoulder Backing <br /> * 2' Sta. 149+50 to Sta. 154+68 Lt. Sto. 101 +50± to Sta. 154+68 <br /> � I <br /> GENERAL NOTES <br /> s 1 . All earthwork (except for placement of Shoulder Backing) Const. <br /> 0 <br /> o shall be completed prior to placing final layer of asphalt <br /> concrete. <br /> 0 2. Placement of the top layers of Asphalt Concrete shall not <br /> begin until the next lower layer has been in place for a »• »• <br /> t o minimum of 12 hours. <br /> �I' A <br /> 3. Imported Borrow shall be a cohesive material selected <br /> for its ability to withstand erosion. R—Volue and sand <br /> equivalent requirements shall be waived for this material. Edge of Pavemen <br /> v <br /> m 4. Asphalt Concrete shall be placed as noted below: <br /> z <br /> 0.25' A.C. Thickness — Two (2) layers of approximate equal <br /> thickness with pavement reinforcing fabric between the layers. <br /> Direction of %V61 <br /> 5. The existing earth berm at the Northwest corner of Alpine Road <br /> m and Foppiono Lane shall remain in place. TYPICAL TRAFFIC <br /> 5 <br /> 0 6. All existing fences and shrubs are to remain in place. <br /> z LANE LAYOUT <br /> COUNTY OF SAN JOAQUIN TYPICAL SECTION SHOW FOPPIANO LANE RESURFACINGTSheeft Na. <br /> (Ashley Lane to Aline Road) 4 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP 0 AL MENDED DATE <br />