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fn <br />I <br />m <br />o <br />m <br />n <br />D <br />881 <br />n <br />W <br />� <br />V <br />� <br />Fh <br />�V <br />3 <br />— <br />M <br />FE <br />_O <br />(n <br />rt <br />z <br />o <br />�^ <br />m <br />fn <br />LANE <br />m <br />m <br />to State <br />D <br />881 <br />0 <br />W <br />0 <br />V <br />� <br />Fh <br />�V <br />FE <br />_O <br />(n <br />rt <br />0.25' HMA (Type A) <br />� =I <br />Const 4'x4' PCC Pad 10 0 Sto 73+87 (Kettlemon Ln) <br />(3 locations) See I b � <br />Concrete Pad Detail = Star 10+00 (Hoerl Rd) <br />r <br />on Sht 8 I Existing 18" SDI (Typ) <br />isting X -Drain <br />Existing AC Frontage Sta 73+40 to Sto 75+20 <br />Ex / \\ to remain Saw -cut and conform <br />to remain (Typ) --------- -__----_-[,Pavement/AC Frontage <br />II II <br />73 L 74 : 75 iN w <br />II „ w w <br />y <br />Existing AC Frontage <br />+ to remain + + + <br />O A N? N N O N <br />O O Ln O CJS N O O <br />X100' X82X98' <br />.w, <br />sop <br />Const <br />104 1 105 1 <br />C®UNC OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />Q71weIl �21 10174 /;4r. If, <br />N <br />m <br />n+ <br />�O <br />o O <br />v H' <br />0 20 40 60 <br />HORIZONTAL SCALE IN FEET <br />DATE CHECKED <br />0.25' HMA (Type A) <br />Const 4'x4' PCC Pad <br />(2 locations) See <br />Concrete Pad Detail <br />on Sht 8 <br />Existing S01 ti <br />remain (Typ <br />PLAN <br />DATE <br />107 <br />Const <br />I DI <br />�7 <br />r <br />o' <br />Existing X -Drain <br />\ to remain <br />Conform <br />Sta 107+68 (Kettlemon Ln) <br />= Sta 10+00 (Alpine Rd) <br />KETTLEMAN <br />LANE <br />RESURFACING <br />(Lodi Citv Lirnits <br />to State <br />Hiahwav Route <br />881 <br />Sheet No. <br />6of9 <br />w <br />o° <br />o <br />V <br />� <br />Fh <br />Sheet No. <br />6of9 <br />