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Const. GENERAL NOTES <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> 1. The asphalt concrete sholl be placed <br /> See Shoulder 10' 10' See Shoulder in two (2) layers of approximately equal <br /> Detoil Detoil — thickness with pavement reinforcing fabric <br /> Sheet 3 18' Sheet 3 placed on existing or prepared surface. <br /> Pavement Reinforcing Fabric 2. All pavement repair must be completed <br /> 12 hours prior to placement of asphalt <br /> Var. V_°r. concrete. <br /> 3. Excavated material generated by pavement <br /> repair and planing asphalt concrete pavement <br /> — — — — — — — — — — — — — — — <br /> — — — <br /> — — — — shall be thoroughly pulverised and used as <br /> TYPICAL SECTION shoulder backing. Material sholl be distributed <br /> Exist. Roadway 0.25' Asphalt throughout the project and blended with <br /> HILDRETH LANE Concrete Overlay the top 6" of native material. Any excess <br /> Sta. 94+21 to Sta. 163+55 material sholl become property of the <br /> contractor. <br /> 4. All earthwork (except for final lift of <br /> Const. to <br /> backing) sholl be completed prior <br /> to placing final layer of asphalt concrete. <br /> Limits of Clearing and GrubLing and Mailbox Relocation No shoulder backing material sholl be <br /> 0' to 5' 0' to 7' deposited or drifted on the final lift of <br /> See Shoulder * * See Shoulder asphalt concrete surfacing. <br /> Paved 11 11 Paved <br /> Detail Detail 5. The contractor shall conduct the shoulder <br /> Shoulder Shoulder <br /> Sheet 3 See Plans 20' See Plans Sheet 3 backing operations so as not to disturb or <br /> Pavement Reinforcing Fabric obstruct any existing drainage. <br /> ooh 0 6. Existing drainage facilities, fences, water <br /> s <br /> valves, frames and covers, sprinkler heads, <br /> Vor. Vor._ o trees and shrubs shall remain in place <br /> o unless otherwise noted on the plans. The <br /> o Contractor sholl conduct eorthwork operations <br /> — — — — — — — — — — — — — — — — — so as not to damage or obstruct the existing <br /> m TYPICAL SECTION o.25' Asphalt <br /> a Ex;st. Roadway WHITE LANE Concrete Overlay <br /> w <br /> 0 Sto. 0+22 to Sta. 50+74 9' of Sto 35+00 to 50+T4 , <br /> 16' at Sto. 35+00 to 50+74 <br /> Const. <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> See Shoulder 12' 12' See Shoulder <br /> Detail Detoil <br /> Sheet 3 22. Sheet 3 <br /> Pavement Reinforcing Fabric <br /> W I o _Vor. Vor._ O R <br /> D DRAWING <br /> — Corrections cy <br /> - - - - - - - - - - - - - - - - - - <br /> No Changes By <br /> Exist. Roadway TYPICAL SECTION 3.25' Asphalt Date - �r <br /> `'' Concrete Overlay <br /> 0 <br /> SOLARI RANCH ROAD Any Person Using This Drawing Should Verify <br /> Sta. 0+19 to Sta. 49+12 All information By inspecting The Site <br /> Of Wnr <br /> COUNTY OF SAN JOAQUIN NO SME TYPICAL SECTIONS AND HILDRETH LANE, WHITE LANE, AND Sheet No. <br /> GENERAL NOTES SOLARI RANCH ROAD RESURFACING 2 of 'o <br /> DRAWN BY DATE PROJECT ENGINEER DATE D DATE APPROVAL RECOMMENDEDDATE <br /> WIW& [#a07 S iS S/I 0 14 rUdJ4lio SrT�7 <br />