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Const. GENERAL NOTES: <br /> Limits of Clearilg and Grubbing 1. Contractor shall scarify native soil adjacent to <br /> and Mailbox Relocation pavement at intersection radii to a depth of <br /> 6 and blend shoulder backing material prior <br /> 4' 16'+ 16't 4' to compaction. Limits of this work shall be <br /> Earthwork Earthwork confined to intersection radii plus 50 feet <br /> Mist. Areas, shall be considered as included in the <br /> 24' Pavement Reinforcing Fabric (Mist. Areas, in each direction. Payment for blending <br /> ( <br /> Type 1) I Type 1) price for Shoulder Backing. <br /> E E2. Existing drainage facilities shall remain in <br /> 0 1 ° place unless otherwise noted. <br /> ° `ar. Vary The Contractor shall conduct earthwork <br /> Vor Var <br /> U —y Ver` theexisting prs drainage. to modify or obstruct <br /> �1 <br /> —III=III III — —� 75M-1 i91 3. All earthwork (except for final shoulder grading) <br /> ll rn,� shall be completed prior to placing final lift <br /> of asphalt concrete. <br /> Excess Excavated Exist. Roadway 0.25' Asphalt <br /> Material or Shoulder Concrete Overlay 4. Placement of asphalt concrete surfacing shall <br /> Backing (T <br /> not begin until the asphalt concrete used in <br /> Yp.) 9 P <br /> TYPICAL SECTION pavement repair has been in place for <br /> Sta. 94+00 to Sta. 109+60 2 hours. <br /> 0 5. Asphalt Concrete shall be placed in <br /> two (2) layers of approximate equal thickness <br /> Const. with pavement reinforcing fabric placed on <br /> y I the existing surface. <br /> 6. All existing trees, shrubs, fences, concrete <br /> oLimits of Clearing and Grubbing walks and other frontage improvements are <br /> n and Mailbox Relocation to remain in place unless otherwise noted. <br /> N o <br /> N m 4' 16' 16' 4' <br /> m — <br /> m <br /> 24' Pavement Reinforcing Fabric <br /> �^ Excess Excavated <br /> Material or Shoulder <br /> 3 E 1 P Backing (TYP.) <br /> 8 o Var. Vor o <br /> 4% 49, `c <br /> D U `— 1 �U <br /> _ Ilrl IIIb <br /> 27 <br /> 27II -11 FII-_II—_ <br /> 4' Exist. Roadway 0.25' Asphalt 4' <br /> u, Concrete Overlay <br /> 0.35' A.C. 0.35' A.C. <br /> 'ic$ Widening Widening <br /> 0 <br /> t n Earthwork Earthwork <br /> n (Mist. Areas, Type 2) TYPICAL SECTION (Mist. Areas, Type 2) <br /> S m Sto. 25+46 to Sta. 94+00 <br /> 0 m <br /> ZO COUNTThornton Road Improvements Sheet Na. <br /> Y OF SAN JOAUIN NO SCALE TYPICAL SECTIONS <br /> Q (3,200 ft. N/0 State Highway Route 12 to Turner Road) 2 of 6 <br /> DRAWN BV DATE PROJECT ENGINEER DATE CHECKE DATE APPROVAL RECOMMENDED DATE <br />