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25' A.C. 5a' A.C. <br /> Tran 0.35' Overlay Trema 0.25' - 0.35' Overlay (Refer to Page 2 for Stations) <br /> e15' <br /> n '223 ' Conform Sta. 6+00) <br /> E CONSTRUCTION <br /> 61 <br /> N <br /> Lane Tree Rood-Ste. 104+90 <br /> Murphy Rood-Sta. 5+ <br /> EM M Lone <br /> N <br /> ryLone <br /> N(TYres Road—Sta. 157rc+07 <br /> 1 <br /> 78+48 <br /> o . Wagner Rood-Stc. 5+0 <br /> Road . <br /> 5+00 <br /> rc + V aR W C pP <br /> P <br /> NN_ <br /> N <br /> 00 <br /> °! BEGINNING OF PROJECT 3 <br /> 01 <br /> % �v <br /> i <br /> i 2g'2 i Conform ; 21* Conform Conform 1 20'21 <br /> (Ste. 4+00) i i (Sta. 4+00) (Ste. 4+00) <br /> o <br /> a .. <br /> a 0.12' <br /> 0 0.25' Overlay Ovarky, 0.25' Overlay <br /> m CONSTRUCTION •231 <br /> LEGM <br /> c ® Variable Depth Asphalt Concrete <br /> R Conform to existingn <br /> radii Place 1,527 4F, Type C � ^ <br /> N 0.00' Depth of Asphalt Concrete Pavement Planing Sta. 165+50 (Low Dike). Refer to - - c o <br /> Beg. Type C R.S.P. A77F and A87 <br /> ■ Limits of Asphalt Concrete Pavement Planing (Low Dike) for deta9s. �pK' -fgrg n u <br /> p N + <br /> Q Adjust Survey Monument Frame & Cover to Crede. + + <br /> Refer to S.J. Co. Improvement Standards No. iv n e 1a v, e r iv <br /> w CW-R36. See sheet 7 for locations. iv f w h u_ • r r <br /> ic <br /> Place Survey Monument Frame & Cover. Refer <br /> o to S.J. Co. Improvement Standards No. CW-M1. <br /> 3 See sheet 7 for locations. 150+77 —/7 <br /> Estimated thickness.fiel Actual thickness to be <br /> � Sta. 180+77 \\\\•'+ established in field (remove all A.C. to <br /> A End Type C \� within 0.02' of the top of the bridge deck). <br /> (Low Dike) <br /> mExist. railing to remain <br /> o - in place. (TYP ) <br /> is <br /> COUNTY OF SAN JOAQ TIN NOscxe p LONE TREE ROAD RESU FACING Sheet No. <br /> Jack Tone Road to xton Road 4 of 7 <br /> DRAWN BY I DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APPROV COMMENDED I P�TE <br /> rON vuP.F20 6/99 �Gr/yr �° ! d /.��,9 <br />