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m <br />0.20' A C <br />OverOve y <br />E. P o <br />MCKWLE1' A VE o <br />c �2 A <br />E. P. _/ � 23 <br />0.20' A.C. <br />Over pavement repair <br />PK Nail Elev.=102.06 Located at SE <br />corner of French Car )? Slough bridge <br />Sta. 23+73f (20' RT) <br />106' <br />Remove 0.20' bituminous surface <br />bridge deck <br />a; BRIDGE <br />24 29C-033 <br />Cold Plane first 0.15' <br />asphalt concrete <br />L,S+UU 2U 4U <br />N <br />O <br />� <br />� <br />o <br />Cn ITl <br />ro n <br />o <br />asphalt concrete surface. o <br />(Planing, <br />CA <br />D <br />0No W <br />o00 <br />PLAN <br />Section 15S2 0 <br />a; BRIDGE <br />24 29C-033 <br />Cold Plane first 0.15' <br />asphalt concrete <br />0.20' A.C. <br />Over pavement repair <br />� Const. <br />Cn <br />Q <br />N <br />01 <br />+ <br />O <br />O <br />Rc� <br />Cn <br />° <br />0'20' p'C <br />pverlay <br />■ <br />50' <br />O <br />E.P <br />6-;� \-EP. <br />RECORD D <br />Existing M.B.G.R Corrections BY <br />to remain in place eS B <br />(Typ.) No Chan Y <br />Date Should Verify <br />Any Person Using This Drawing <br />inspecting The Site Df Work <br />C/)� �, All informatio BY p <br />o O o r' <br />N <br />° <br />N (A N N <br />Ut rn rn rn <br />O C) O 0 <br />103 <br />L,S+UU 2U 4U <br />Finish <br />surface103 <br />Grind remaining 0.05' <br />o <br />o <br />h <br />asphalt concrete surface. o <br />(Planing, <br />° <br />Refer to S.S.P. <br />0No W <br />o00 <br />PLAN <br />Section 15S2 0 <br />�1 + <br />TI <br />+ <br />DATE <br />G7 00 <br />G7 <br />G7 <br />0.20' A.C. <br />Over pavement repair <br />� Const. <br />Cn <br />Q <br />N <br />01 <br />+ <br />O <br />O <br />Rc� <br />Cn <br />° <br />0'20' p'C <br />pverlay <br />■ <br />50' <br />O <br />E.P <br />6-;� \-EP. <br />RECORD D <br />Existing M.B.G.R Corrections BY <br />to remain in place eS B <br />(Typ.) No Chan Y <br />Date Should Verify <br />Any Person Using This Drawing <br />inspecting The Site Df Work <br />C/)� �, All informatio BY p <br />o O o r' <br />N <br />° <br />N (A N N <br />Ut rn rn rn <br />O C) O 0 <br />103 <br />L,S+UU 2U 4U <br />Finish <br />surface103 <br />BRIDGE APPROACH <br />(Planing, <br />grinding and pavement repair detail) <br />Finish <br />surface—, <br />OF SAN JOAQUIN <br />AS NOTED <br />PLAN <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />APPROVAL RECOMMENDED <br />Enrique SiCva <br />03/09 <br />,e fen) �il,� <br />102 <br />�� <br />----- --- <br />- -------------------------------- <br />------------------------------ <br />---------- <br />- - --- ---102 <br />BRIDGE <br />--- ------------------- <br />I 101 <br />O 29C-033 0 <br />101 <br />77 <br />100 <br />99 <br />Existing <br />surface <br />Cj <br />I O. o' <br />` —----------- -- —J <br />O <br />t <br />O <br />O. <br />Existing <br />surface <br />100 <br />99 <br />98 <br />sO. o. - <br />98 <br />LLtUU <br />L,S+UU 2U 4U <br />bU bu L4+UU 25+00 20 <br />BRIDGE APPROACH <br />(Planing, <br />grinding and pavement repair detail) <br />COUNTY <br />OF SAN JOAQUIN <br />AS NOTED <br />PLAN <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />APPROVAL RECOMMENDED <br />Enrique SiCva <br />03/09 <br />,e fen) �il,� <br />��i4,�oy <br />�� <br />_ <br />z�F�y <br />�W �i <br />40 60 80 26+00 27+00 <br />Horizontal scale 1 " = 40' <br />Vertical scale 1 " = 3' <br />MCKINLEY AVENUE RESURFACING I Sheet No. <br />(French Camp Road to apprximately 2,640' north) 4 of 7 <br />DATE <br />41=,/09 <br />