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c� <br />0 <br />0 <br />o <br />\ <br />a/08 <br />0 <br />Ln <br />r \ <br />o <br />3 <br />+ <br />+ <br />o <br />DRAWER <br />o <br />S <br />0 <br />�n <br />- -�- <br />150 <br />- <br />1 <br />rn <br />�Co <br />co <br />v <br />CD <br />'a <br />o <br />..o <br />0- <br />0 <br />�a <br />rn <br />■ <br />IVU <br />AC Trans <br />1 <br />BEGINNING <br />OF PROJECT <br />DD <br />LEGEND: <br />Roadway Widening Area <br />Obliterate Existing Roadway <br />Variable Depth Asphalt Concrete Overlay <br />DRAWN BY <br />0 <br />0 <br />� <br />f <br />a/08 <br />Ln <br />u' <br />o <br />U/08 <br />+ <br />+ <br />o <br />DRAWER <br />c0 <br />S <br />1 <br />BEGINNING <br />OF PROJECT <br />DD <br />LEGEND: <br />Roadway Widening Area <br />Obliterate Existing Roadway <br />Variable Depth Asphalt Concrete Overlay <br />DRAWN BY <br />DATE <br />v 0 <br />CLN <br />� <br />f <br />a/08 <br />+ <br />U/08 <br />FILE NAME <br />DRAWER <br />S <br />EP (New) <br />BYRON <br />EP (New) <br />BYRON <br />EP (New <br />238 <br />JOD153 00 <br />Const <br />0.08' Depth of Asphalt Concrete Planing <br />■ Limits of Asphalt Concrete Planing <br />R Conform to Existing Radii <br />MHO Adjust Existing Maintenance Hole to Final Grade <br />(Per City of Tracy Standard Plan No. 114 & 301) <br />239 <br />X a <br />CD <br />7� <br />to <br />CID <br />1 <br />rt <br />0 <br />N <br />W <br />R <br />13' I� <br />Eel <br />0.25' AC Overla <br />Sta 168+26f Byron Road - <br />Sta 10+00 Hansen Road <br />2' (TYP <br />cut <br />€-ad AC Dike-/ <br />Remove -&-Rep4aee <br />79 LF AC <br />Dike (Type A) <br />PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />¢/,/o COUNTY OF SAN JOAQUIN <br />EET NO. ACAD REVISIONS DATE <br />E:\PRWECTS\2007\JL Byron Roao Resurfacing\Plans\Byron Roeo Resurfadnq—NI Plons <br />240 <br />168 <br />X <br />169 <br />R&D Existing PCC Curb and <br />AC Median/Island per Pavement <br />Repair Detail (Type 2) on Sht No. 9 <br />Saw cut <br />^CS K�41 AG- Dike -0 W (_n <br />emove &--f�leee- R CD <br />�Q + <br />81 LF AC Dike ;0o rn <br />41 (Type A) ,< <br />0.25' AC Overlay <br />2' (TYP <br />�------ <br />�-,?,41 -- —_i----- 242 s _� <br />R&D Existing PCC Curb and <br />AC Median per Pavment Repair <br />Detail (Type 2) on Sht No. 9 <br />SCALE: NONE <br />PLANS <br />Const <br />EP (Exist) <br />2' <br />to 10+87 0.08' <br />onform o' <br />3>W <br />CIO W <br />0 <br />{' o0 0 <br />--1 <br />� 0 Ln <br />�I10 Ir Saw cut <br />217 218 <br />EP (New <br />EP (Exist) <br />U.P.R. R. <br />0o0 <br />v 0 <br />CLN <br />� <br />f <br />+ <br />R rn <br />�n <br />Saw cut -W-1 9, <br />Sta 218+24t Byron Road <br />Sta 10+00 Reeve Road <br />W rn <br />N ROAD <br />3 <br />rn <br />— — — — — — — rt <br />Z <br />O <br />1 <br />RECORD D1 AW M, l�!G <br />nge $y �r4 AAlpp a�, � <br />eeanyes 13y _ _- f��-r�/�-s"7"— <br />I1H4P _ <br />----------777_ .. <br />Anv fz,rsnn LMai,g This_drawing Should Verity <br />All nu trw E;ite Of Work <br />BYRON ROAD RESURFACING <br />(Wicklund Road to Tracy City Limits) <br />Peter D. Martin <br />REGISTERED CIVIL ENGINEER 38465 <br />SHEET TOTAL <br />NO. SHEETS <br />3 9 <br />