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Const. <br /> Const. Const. <br /> Limits of Clearing and Grubbing Limits of Clearing and Grubbing <br /> Limits of Clearing and Grubbing and Mailbox Relocation and Mailbox Relocation and Mailbox Relocation <br /> See12'-16' 1❑ 12'-27' 0 See 12' - 27' 4' 4' 1' 12' 4' 1 ' <br /> Shoulder Shoulder 0.25' A.C. 3❑ <br /> Details 2 Details I E 0.25' A.C. E <br /> 22'-30' Pavement Reinforcing Fabric o 0 <br /> Reinforcing Fabric Reinforcing Fabric-�{ <br /> o o <br /> t/a�_ VQr V I �a\` U <br /> `. Varma <br /> — J Shoulder — — — — J nr <br /> — — — Backing J Backing Material <br /> 0.15' Material (�,P ) <br /> Existing Roadway Detail 1 (TMP ) Detail 2 <br /> 1310.25' Asphalt Concrete Overlay <br /> Harlan Road: Sta. 10+37 to Sta. 99+97 (Lt.) Harlan Road: Sta. 95+96 to Sta. 130+60 (Rt.) <br /> TYPICAL SECTION Harlan Road: Sta. 10+37 to Sta. 95+96 (Rt.) Harlan Road: Sta. 99+97 to Sta. 130+60 (Lt.) <br /> Harlan Road: Sta. 10+37 to Sta. 130+60 Lynn Avenue: Sta. 3+12 to Sta. 5+00 (Lt. & Rt.) <br /> Lynn Avenue: Sta. 3+12 to Sta. 5+00 <br /> SHOULDER DETAILS <br /> 0 0 1❑ Refer to Plans for Pavement <br /> i T Width Variations <br /> s <br /> m GENERAL NOTES 2❑ Pavement fabric width varies as follows: <br /> i <br /> HARLAN ROAD <br /> 1. Shoulder Backing material at all intersection radii shall be 4. All fences shall remain in place. Sta. 11 +00 to Sta. 95+25 = 30' wide <br /> a blended with the top 6" of native soil material as directed Sta. 95+25 to Sta. 99+30 = 24' wide <br /> g by the Engineer. Payment for blending shall be considered 5. A.C. overlay placement shall not begin until Sta. 99+30 to Sta. 105+90 = 22' wide <br /> as included in the contract unit price paid for Shoulder pavement repair has been in place for 24 hours. Sta. 108+05 to Sta. 130+40 = 22' wide <br /> Backing. LYNN AVENUE <br /> 6. The County shall obtain a no-fee encroachment permit Sta. 3+40 to Sta. 4+85 - 30' wide <br /> 2. All shoulder backing work (except for final shoulder grading) from the City of Lathrop for work adjacent to Roth Road. 3� Asphalt Concrete Overlay: <br /> shall be completed prior to placing final layer of asphalt The Contractor shall co-sign the encroachment permit 0.35'0.35' ROAD <br /> concrete. prior to starting any work within the City's right-of-way. HARLAN <br /> Sta. 11+37 to Sta. 22+00 <br /> '^ 3 Asphalt Concrete shall be placed as noted below: r-a t-` , Sta. 96+46 to Sta. 105+20 <br /> • 0.25' Thickness, Two (2) layers with reinforcing fabric ''0 r <br /> � over existing or prepared surface. <br /> s 8 • 0.35' Thickness Three (3) layers of approximately equal� thickness with pavement reinforcing fabric between they�`��� <br /> � ft m first and second layer. <br /> 06 <br /> o <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION HARLAN ROAD RESURFACING Sheet No. <br /> Roth Road to French Cam Road z of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE C CKED DATE SUBMITTED DATE APPR90AL,l5ECOMMENDED DATE <br /> Vlrcad L/ J-01 <br />