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4' A.C. Trans. Const. <br /> E.P. I See N tBelow <br /> 25' 8' 12' 1 See <br /> Existing Surface <br /> A.C. Trans. 0.50' A.C. 0.25' A.C. <br /> Overlay Overlay Overlay ---- -- - - -- <br /> Finished Surface I Note: Width, length and locations to <br /> be determined by the Engineer. 0.50' Asphalt Concrete <br /> 0 og� <br /> Conform <br /> 0.25' A.C. Overlay <br /> PAVEMENT REPAIR DETAIL <br /> i <br /> Existing A.C. Surface <br /> SECTION A- <br /> ( <br /> (Refer to Sheet 3) GENERAL NOTES <br /> MARINA ENTRANG 1. Asphalt Concrete surfacing shall, be placed in 2 layers of <br /> (North/East Approach) approximately equal thickness. Pavement Reinforcing Fabric <br /> _ - shall be placed on the existing road surface. <br /> 2. Placement of Asphalt Concrete leveling or surfacing <br /> -« <br /> shall not begin until asphalt concrete used in <br /> q� t Const. 9 P pavement <br /> repair has been in place for 36 hours. <br /> 4 12' 3. Minor tree trimming at Ste. 102+00 to Ste. 111 +00 (Lt.) <br /> �$ and Ste. 98+70 to Ste. 114+00 (Rt.). Payment shall <br /> Conform be included under Clearing and Grubbing. The exact <br /> s locations shall be determined by the Engineer. <br /> Exist. A.C. Surface <br /> 008, 4. Utilities to be Adjusted by others: <br /> --------- --- --- --------------------- Ste. 39+65, P.G.E. 12"0 gas valve (Lt.) 5' from E.P. <br /> Ste. 90+00, Elect. box 24"X36" P.G.E. (Rt.) 6' from E.P. <br /> ------ ------"---------------------- Ste. 90+65 Elect. box 24"X36" P.G.E. (Rt.) 6' from E.P. <br /> Grading Plane Ste. 90+80, P.G.E. 12"0 gas valve (Lt.) 6' from E.P. <br /> S <br /> z <br /> VE <br /> COUNTY OF SAN JOAQUIN wa wALE CONMUCTM DUAILs SNIw "al cRoM � �'"� Sheet aT fork ak MeltNumRiver t0 Blwsom Rood 6 of 7 7 <br /> DRAMN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUB1KfTED DATE I APPROVAL COMMENDED I DATE <br /> Al;;. 719.9 `jw--44 -4 k / ,>�j�/.11� a!� 11z— <br />