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'ON 133HS I 2i3MVN0 <br />0,35' AC <br />Sta. 81+10, 18' Lt. <br />Sta. 82+99, 20' Lt. <br />CD zL - __ __ __ -- __ -_ - __ -_ _- -_ R/W (Tracy City Limits) -- -- -- -- -- -- -- <br />CD <br />- - - - - - - - - - - - <br />� - - - - - - R/W rt R/W Exist. E.P. E.P. <br />q- Construction <br />0.35' AC Overlay <br />0.35' AC Overlay 100' Trans. AC 0.12' AC Overlay <br />50' 425' <br />Exist. Street Facilities <br />(Frames and Covers <br />Construction to Remain (Typ.) <br />0 0 0 2' x 12' grind AC spill over <br />+ o + + R/W <br />P.C.C. slob. Sta, 104+90 <br />0 __----- ,- N N 4,50' N N v m <br />--- -- — ----- — — — — — _ a <br />CD 0 <br />CD <br />D S a • <br />3 <br />o 102 °' 103 L I N N E 25 104 105 » 00 <br />X O e a T <br />• -J <br />PG HPG HPG T <br />HPG HPG HPG H G HPG HPGa yHPG — 25, HPG e H HPt <br />O T T T T —T --- T -�— T T T — T — T - T R <br />90 <br />Exist. E.P. - - - — j — - R/W <br />.16 <br />p r0 x X X X— X_ 00 _.-_ <br />E.P. w '-` R/W U 9' x 65't • <br />N Existing PCC Pavement Grind AC spill over <br />Sta. 102+00 �+ to remain in place P.C,C. slab <br />Const. q <br />angle point St 105+42 (LR d) - <br />- Conform <br />P.C.C. Planking <br />Sta. 29+47f <br />(MacArthur Drive <br />R <br />000040000000 <br />U. mne oa - �I•.•+..•i <br />Sta. 28+80 (MacArthur Drive) IIIIFF <br />a <br />11 <br />END MACARTHUR DRIVE <br />IMPROVEMENTS <br />• <br />IApprox. <br />Tracy <br />City Limits <br />Sta. 91+64, 18' Lt. <br />106 <br />R O A D <br />Sta. 98+00 <br />Const. <br />R/W <br />angle point <br />oy <br />a) n <br />R <br />o <br />M <br />'a <br />o <br />° <br />92 <br />93 25' 94 95 <br />"� 96 9798 <br />99 100 <br />+ <br />V <br />_ <br />O <br />U' <br />m_ <br />- - - <br />- <br />- - - <br />- - -- - - - - - - - - <br />- - - - <br />- - - <br />- - - - - - <br />�(0 <br />ot <br />_ <br />LINNE <br />4 <br />- - <br />ROAD <br />+ <br />S* 00 <br />r Y� � <br />�ry{�p� _._ tiPG_— <br />1�PG HPG HPG HPG — 25' —HPG HPG HPG HPG HPG HPG <br />HPG HPG HPG <br />HPG HPG HPG HPG HPG HPG HPG HPG <br />PG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG Hi <br />T T <br />Y� <br />T <br />T _— T —� T-- T T T — <br />T -- T T -- T <br />__ T -- T _— T - — T i T _ —T— — T — — T <br />- <br />—T - T ._ 7 — — T—T— --T i-- _T _ T 1 T <br />T— T — T - - <br />\ <br />R/W <br />— - - <br />X <br />Exist, E.P. E.P. <br />___ <br />X n ' <br />_ _____ _____ __ _ <br />h ' Y _ .f X % X - X % X % <br />_ _ <br />X _ M % <br />_ _ ___ _ _ <br />h _ x _ t x — % — t X � % <br />_ _ __ <br />h Y. % % X _ X % % .._ % _ X X % X <br />R/W <br />OL Construction <br />0.35' AC Overlay 100' Trans. AC 0.12' AC Overlay <br />50' 425' <br />Exist. Street Facilities <br />(Frames and Covers <br />Construction to Remain (Typ.) <br />0 0 0 2' x 12' grind AC spill over <br />+ o + + R/W <br />P.C.C. slob. Sta, 104+90 <br />0 __----- ,- N N 4,50' N N v m <br />--- -- — ----- — — — — — _ a <br />CD 0 <br />CD <br />D S a • <br />3 <br />o 102 °' 103 L I N N E 25 104 105 » 00 <br />X O e a T <br />• -J <br />PG HPG HPG T <br />HPG HPG HPG H G HPG HPGa yHPG — 25, HPG e H HPt <br />O T T T T —T --- T -�— T T T — T — T - T R <br />90 <br />Exist. E.P. - - - — j — - R/W <br />.16 <br />p r0 x X X X— X_ 00 _.-_ <br />E.P. w '-` R/W U 9' x 65't • <br />N Existing PCC Pavement Grind AC spill over <br />Sta. 102+00 �+ to remain in place P.C,C. slab <br />Const. q <br />angle point St 105+42 (LR d) - <br />- Conform <br />P.C.C. Planking <br />Sta. 29+47f <br />(MacArthur Drive <br />R <br />000040000000 <br />U. mne oa - �I•.•+..•i <br />Sta. 28+80 (MacArthur Drive) IIIIFF <br />a <br />11 <br />END MACARTHUR DRIVE <br />IMPROVEMENTS <br />Exist. gas valve frames <br />and covers to be adjusted <br />to grade by others <br />� Construction <br />Match line Sta, 27+00 <br />(MacArthur Drive) <br />See bottom right sheet 5 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />COUNTY OF SAN JOAQUIN 1" = 30' LINNE ROAD LINNE ROAD AND MACARTHUR DRIVE IMPROVEMENTS NO. SHEETS <br />�� ��OT e o Aoi�l �� IMPROVEMENT PLAN (Linne Road: Tracy Blvd to MacArthur Drive; MacArthur Drive: Linne Road to 1,800' south) 4 6 <br />FILE NAME DRAWER SHEET NO. - _ REVISIONS DATE <br />K:\Projects\2007\JZ—Linne Road Improvements\Plans\Linne Road All.dwg <br />• <br />106 <br />R O A D <br />107 <br />oy <br />R <br />o <br />M <br />'a <br />rn <br />n <br />+ <br />V <br />_ <br />O <br />U' <br />END LINNE ROAD <br />N <br />IMPROVEMENTS <br />_ <br />4 <br />Exist. gas valve frames <br />and covers to be adjusted <br />to grade by others <br />� Construction <br />Match line Sta, 27+00 <br />(MacArthur Drive) <br />See bottom right sheet 5 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />COUNTY OF SAN JOAQUIN 1" = 30' LINNE ROAD LINNE ROAD AND MACARTHUR DRIVE IMPROVEMENTS NO. SHEETS <br />�� ��OT e o Aoi�l �� IMPROVEMENT PLAN (Linne Road: Tracy Blvd to MacArthur Drive; MacArthur Drive: Linne Road to 1,800' south) 4 6 <br />FILE NAME DRAWER SHEET NO. - _ REVISIONS DATE <br />K:\Projects\2007\JZ—Linne Road Improvements\Plans\Linne Road All.dwg <br />