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Const. <br /> I0 Limits of Asphalt Concrete <br /> Limits of Clearing & Grubbing Pavement Planing <br /> 24' Pavement Reinforcing Fabric (See Planing Detail Below) <br /> • • m 5' — Yacht Harbor Drive <br /> 2' 5' 12' —� 12' 5' 2' Sta. 14+49 to Sta. 15+93 Rt. <br /> Sta. 15+20 to Sta. 15+81 Lt. <br /> 6' 6' 5' — Cliff Drive <br /> Sta. 0+64 to Sta. 2+43 Rt. <br /> Sta. 0+91 to Sta. 2+61 Lt. <br /> Var. Conform to lip 4' — Rainier Avenue <br /> `Var <br /> —Var. Var._ _„, of gutter. Sta. 14+91 to Sta. 17+70 Rt. <br /> 008' A.C. (Typ.) <br /> L Existing <br /> iC&G to remain <br /> Existing Roadway in place. (Typ.) <br /> 0.12' Asphalt Concrete Overlay <br /> * Refer to General Note <br /> No. 7 on Sheet No. 2. <br /> Const. <br /> a <br /> a• <br /> � m <br /> TYPICAL SECTION 6'- <br /> 0 08, <br /> '0.08' <br /> Cliff Dr. Yacht Harbor Dr. to Fairway Dr.) J Existing Surface <br /> 0 Mo. 0+17 to Sta. 10+57) <br /> Fairway Dr. viera Dr. to River Dr.) <br /> a. 0+00 to Sto. 12+12) Conform <br /> M <br /> o Oakridge Way Yacht Harbor Dr. to Fairway Dr.) Grading Plane <br /> V) Ma. 0+17 to Stu. 12+99) <br /> v <br /> A Riviera Dr. Yacht Harbor Dr. to Fairway Dr.) Note: Surfacing not shown <br /> Ma. 0+00 to Sta. 15+26) for clarity. <br /> Yacht Harbor Dr. Riviera Dr. to Fairway Dr.) PLANING DETAIL <br /> Z Mo. 0+00 to Sta. 16+55) <br /> t RAINIER 0 <br /> COUNTY OF SAN dOAQo. <br /> UIN Ho SME TYPICAL SECTION RIVIERA CL AVE., RIVER <br /> BDIVISION Sheet <br /> N 1 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP RECOMMENDED DATE <br /> Eleonora Copehart 9/97 <br />