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See Note Below <br /> —Var. Width— ► <br /> *Conform Profile <br /> Existing Surface Exist. Pavement Grade 1r Conform <br /> VarExist. Pavement <br /> -------- <br /> dv — �- - - <br /> d <br /> 1 .00' Concrete Pavement on <br /> 0.85' Asphalt Concrete Undisturbed Native Soil <br /> Note: Width, length and locations to be Existing pavement shall be saw cut or ground <br /> to a neat straight line at the conform point. <br /> determined by the Engineer. Refer to SP A35A for additional details. <br /> TYPE A TYPE � <br /> er, fkpkAg&o PAVEMENT REPAIR DETAILS I Ps���S�) �icvs95? ��' 1, 5,A4 <br /> a--i —od sl.J c-Q4• w,can.ru+sx- a/YiYEi.l� <br /> a <br /> Asphalt Concrete <br /> 6 Conform @ E.P. Conform ® E.P. (Miscellaneous Areas) <br /> — 0.50' A.C. — Existing <br /> Surface <br /> �. _ <br /> 1. 0 <br /> 0 <br /> w ` i 6•• 6,. .f <br /> Existing Width <br /> R 12' Min. I Conform <br /> I � <br /> 0 0.30' Asphalt Concrete over shaped 90% Relative <br /> A Variable depth Asphalt Concrete Compaction <br /> and compacted native material. over existing paved driveway. <br /> Linne Road Sta. 88+15 Lt. Remove <br /> concrete from the edge of pavement <br /> N to joint 22't Lt. from (L. <br /> TYPE D TYPE E <br /> 0 R=Conform to existing radius <br /> TYPICAL DRIVEWAYS TRENCH DETAIL <br /> m <br /> N SIDE DRAIN Sta. 142+18t, Linne Road <br /> zz <br /> COUNTY 0 F SAN J OAQ U I N ►� sc CONSTRUCTION DETAIL UNNE RD. do CHRISMAN RD. RESURFACING Sheet Na. <br /> 7 of <br /> 9 <br /> DRAM BYDATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE I APPROVAL RECOMMENDED DATE <br /> 10/98 « �ie .-__i / ._/.r� ��3/_ �Jl.....i �_� �t■/. i , / /I._. <br />