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0 <br />A <br />rt <br />u <br />N <br />_C? <br />W <br />/ <br />v <br />o <br />m <br />/ z <br />:2 �r <br />� m <br />i <br />X <br />0 <br />D <br />O <br />7 <br />N <br />CL <br />3E <br />of <br />(D a� <br />(t Const <br />NSA <br />Y <br />4 <br />�r <br />O> <br />N7 <br />� <br />HARNE,Y <br />l <br />16 <br />z <br />rn <br />00 <br />A�I <br />NI <br />+ <br />(JAI <br />o m <br />+ <br />O <br />aN <br />N <br />s <br />v n� <br />X25' <br />v�o <br />w3 3 �� <br />Existing AC Dike �� ® o L o <br />to remain (Typ) v o <br />rn rn �. <br />17; <br />am rn <br />0 0 <br />Overside o �„� <br />remain <br />Ono <br />•25' J -o <br />6 <br />9 <br />Drain <br />(TYP) <br />0.17' AC Overl <br />0 <br />< H A R N E Y <br />`° 36 <br />I- F <br />� o <br />Sta 36+51 t <br />Place Monument <br />Frame and Cover <br />0.17' AC Overla <br />—Sta 36+67 (15' Rt) <br />R&D 20 LF Existing 12"0 CMP <br />Place 24 LF 12"0 CSP (0.079" thick) (L' Const <br />See Detail A (Sht No. 6) <br />EP <br />------__-- --.—._-4_----__ _ — <br />n <br />0 0 o <br />37 c c 47 1 48 0 <br />I JTZ <br />Sta 47+47 <br />Existing 10"0 Pipe <br />to remain in place <br />0.25' AC <br />COUNTY OF SAN JOAQUIN HORIZONTAL SCALE IN FEET IPLAN <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Mncmt (�Ei 12,-12 y; �r/�,/l� 30/3 <br />100' _ 0.25' AC Overl <br />Trans <br />M + <br />v <br />+ co <br />--4 <br />o EP <br />�o L A N E <br />21 <br />I <br />Existing EPI <br />END OF PROJECT <br />/R <br />+ <br />--- <br />co <br />4 — — —__—__--_—L A N E o • <br />61 0 /62 <br />P R <br />0 <br />X50' <br />100' <br />Trans <br />HARNEY LANE RESURFACING <br />(DeVries Road to Davis Road) <br />0 <br />0 <br />0 <br />3 <br />N <br />o <br />am <br />N <br />+ <br />00 <br />iu <br />AM <br />N <br />0 <br />0 <br />0 <br />rt <br />(n D <br />wv <br />Sheet No. <br />5 of 7 <br />n <br />(t Const <br />to <br />+ <br />O> <br />o+o <br />w c v <br />� <br />A <br />19 <br />rn <br />%0 <br />Sta 18+97 (14' Lt) <br />+ <br />Existing Gas Valve <br />wo N <br />Frame and Cover <br />to be adjusted <br />by others <br />—Sta 36+67 (15' Rt) <br />R&D 20 LF Existing 12"0 CMP <br />Place 24 LF 12"0 CSP (0.079" thick) (L' Const <br />See Detail A (Sht No. 6) <br />EP <br />------__-- --.—._-4_----__ _ — <br />n <br />0 0 o <br />37 c c 47 1 48 0 <br />I JTZ <br />Sta 47+47 <br />Existing 10"0 Pipe <br />to remain in place <br />0.25' AC <br />COUNTY OF SAN JOAQUIN HORIZONTAL SCALE IN FEET IPLAN <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Mncmt (�Ei 12,-12 y; �r/�,/l� 30/3 <br />100' _ 0.25' AC Overl <br />Trans <br />M + <br />v <br />+ co <br />--4 <br />o EP <br />�o L A N E <br />21 <br />I <br />Existing EPI <br />END OF PROJECT <br />/R <br />+ <br />--- <br />co <br />4 — — —__—__--_—L A N E o • <br />61 0 /62 <br />P R <br />0 <br />X50' <br />100' <br />Trans <br />HARNEY LANE RESURFACING <br />(DeVries Road to Davis Road) <br />0 <br />0 <br />0 <br />3 <br />N <br />o <br />am <br />N <br />+ <br />00 <br />iu <br />AM <br />N <br />0 <br />0 <br />0 <br />rt <br />(n D <br />wv <br />Sheet No. <br />5 of 7 <br />