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30' A.C. 0.17' A.C. Overlay <br /> Transition <br /> ■ 22't 0.10' Conform <br /> 5' ■ c <br /> U <br /> 0a <br /> 00'. 15' a .N <br /> 0 <br /> O i <br /> O O <br /> E Q <br /> O Q <br /> m c O <br /> O <br /> A UExist. P.C.C. 90 <br /> 0 0 � Dike to remain � Const. (Lane Line) <br /> ti N + + in place <br /> a R Exist. P.C.C. <br /> f-i Dike to remain +i <br /> -' in place Exist. E.P. m <br /> D - + <br /> o <br /> 0 <br /> C. m +i Conform to o 0 N <br /> c y. I Asphalt Concrete <br /> a n "1 433 versay f-' f-' 434 i'-' 438 'a 441 442 <br /> vm (0.10' Thickness) -' -' -' -' a a <br /> — — — — <br /> N <br /> Exist. E.P. — � ' i ' i ' i ' i �N- - s <br /> i — - - - - - J x - - - - - - — - - - Exist E.P.. Exist. E.P. /I <br /> ro <br /> Exist. E.P. <br /> .�X — -- -- <br /> :H - a � '^� '✓, a <br /> 41 <br /> z <br /> Exist. E.P. Lane Lines <br /> + ■ + Exist. E.P` �Nx O =i // LEGEND ■ + (Typ ) <br /> 20' \ z / F/-7771 Variable-Depth Asphalt Concrete Overlay 20' <br /> Depth of Asphalt Concrete Pavement o _oFSSI <br /> 0 <br /> E o o + Planing (See Note 8, Sheet 2) o o E ��O SEL <br /> o 40' A.C. + � f-_�i ■ Limits of Asphalt Concrete Pavement Planing 40' A.C. 0 ~ <br /> ?� A� <br /> 1 y 0 r ' R Conform to Existing Radii Transition v E C 0 <br /> Transition I Q __i ♦ Exp. 3/31/02 <br /> mA i _i Existing Traffic Loop to remain in place JT \Q <br /> 1` BEGINNING O Existing monument frame and cover to be adjusted. 9TF CwL Q� <br /> m II (Refer to Improvement Standard No. CW-R36) OF CAL1F0 <br /> .0 Z OF PROJECT C <br /> 0 0.10' thick, Open Graded Asphalt Concrete Overlay <br /> COUNTY OF SAN JOAQUINNO SCALE PLAN WEST LANE (SOUTHBOUND) RESURFACING Sheet No. <br /> (Harney Lane to Armstrong Road) 3 of 6 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED I DATE I AP'JYMONECOMMENDED DATE <br /> 17. Sabinlano II/ 00 r7a a• ��"�er '�s/e1 �J7�wyG��//!rD �_ / 1% <br />