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i <br /> Const.s <br /> • Limits of Clearing and Grubbing <br /> 6' 4' 12' i 12' 4' 6' <br /> Conform _ Var. Var. Var. _ Var. Conform <br /> Va�r`-i <br /> Shoulder Backing Var. Depth 7 <br /> AsphaltConcrete <br /> TYPICAL SECTION Overlay (See table below) <br /> Sta. 49+50 to Sta. 127+44t <br /> Limits of Mailbox Relocation <br /> GENERAL NOTES <br /> L 1 . Asphalt Concrete shall be placed in layers <br /> Const. 0.15' thick; two (2) layers for 0.30' overlay, <br /> • Limits of Clearing and Grubbing,--1111111, and three (3) layers for 0.45' overlay. A <br /> and Earthwork (Misc. Areas) minimum of 12 hours shall be required <br /> ASPHALT CONCRETE OVERLAY TABLE between the placement of successive lifts. <br /> n 6' 16' <br /> A Sta. to Sta. Thickness 2. When placing Shoulder Backing material, the <br /> Var 2' Var 13' Contractor shall not modify or obstruct the <br /> 0 �� existing drainage. <br /> A 49+50 to 50+50 Var. Depth Trans. to 3' to 14' <br /> 50+50 to 67+50 0.30' A.C. 3. Where superelevations exist on horizontal <br /> 67+50 to 68+00 Var. Depth Trans. 27 Var curves, the new surface slope and drainage <br /> 68+00 to 78+00 0.45' A.C. Conform shall conform to existing. <br /> 78+00 to 78+50 Vcr. Depth Trans. ` <br /> 78+50 to 91 +50 0.30' A.C. 4. Existing pavement markers may remain in <br /> M m 91 +50 to 92+00 Var. Depth Trans. 777 place where Asphalt Concrete overlay <br /> 0 m 92+00 to 97+00 0.45' A.C. Shoulder Backing thickness is 0.25' or greater. <br /> o v 97+00 to 97+50 Var. Depth Trans. <br /> X 97+50 to 126+74 0.30' A.C. 0.75' A.C. Existing Roadway 5. When paving asphalt concrete frontages, the <br /> 126+74 to 127+44 Var. Depth Trans. Contractor shall not obstruct existing valley <br /> Var. Depth A.C. gutters. <br /> Overlay (see table) 6. Telephone Manhole Frames and Covers <br /> shall be adjusted to grade by others <br /> TYPICAL SECTION <br /> N after the resurfacing project is complete. <br /> D <br /> £ Sta. 49+50t to Sta. 51 +20± Lt. <br /> M <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION CHEROKEE ROAD RESURFACING Sheet Na. <br /> Lagorio Road to Alpine Road 2 of 5 <br /> Drawn By Date Project Engineer Date Checked Date Submitted Date p l ecommended Date <br /> iM10"t — 2-Af kut^kuisei I 2Iv4 (�.,�.4& Z/Ra g4w'�-/ZJ/^ 'F& lily <br /> I <br />