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50' 0.17' A.C. Overlay <br /> A.C. Trans. <br /> 0 <br /> I o ■25' <br /> A.C. Trans. o <br /> L� <br /> I <br /> Sta. 33+90 (Lt.) <br /> Construction Remove 1 L.F. <br /> & Place 4 L.F. <br /> rn <br /> � 1 �I + II II 12" Dia. Corrugated <br /> � o om + <br /> cc 0oSteel Pipe (0.079" T <br /> hrn(Dic <br /> k)n oMo <br /> z� 1 2 3 0 o 1111 34 0 <br /> ' rR <br /> TRETHEWAY 0 0 " " ROAD o �o � n n o+m o <br /> D I cDLEGEND: <br /> GINNING OF PROJECT <br /> ® Variable–Depth Asphalt Concrete Overlay Sta. 33+90 (Rt.) <br /> Remove 2 L.F. <br /> C> I 1 0.00 Depth of Asphalt Concrete Pavement Planing & Place 6 L.F. <br /> C I 12" Dia. Corrugated <br /> t/� ■ Limits of Asphalt Concrete Pavement Planing <br /> rt D I I � p g Steel Pipe (0.079 Thick) <br /> D I M m See SP 97A for <br /> o rn R Conform to Existing Radii <br /> -, � C Sta. 62+79 33' Lt. Couplin� Details <br /> N ( ) Existing Monument Box to Remain (Typical <br /> M Adjust Monument Frame <br /> 16 zand Cover to Grade <br /> Conform 0.10 31 ,± Refer to Improvement <br /> M <br /> tandard No. CW–R36) <br /> 6 (� Construction <br /> s w o.00 <br /> Qc''- . . . . R EP <br /> o W <br /> o rn <br /> CD <br /> N <br /> 0 0 62 CII 63 CII 11 64 65 066 <br /> CD <br /> o TRETHEWAY ;; ROAD #- Z <br /> Sta. 63+56 (Rt.) <br /> Place 3 L.F. <br /> _ _. . <br /> 12 Dia. Corrugated -4 by ~ <br /> ;0 Steel <br /> Pipe (0.079" Thick) Nr �.� Usirt�a �zflsvvr +t S, C..C��9_C0.17A.C. OverlaY <br /> r <br /> z <br /> O 240 <br /> TRETHEWAY ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN SCALE IN FEET PLAN (Kettleman Lane to Locke Road) 3 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE ECKEDI DATE APPROVAL RECOMMENDED DATE <br />