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Sta 7+09(20' Lt) <br />Sta 7+15(20' Rt) <br />DRAWN BY <br />DATE <br />�. �')G'A iii <br />(New) <br />4/08 <br />9. �e�io ma <br />ms <br />#/08 <br />FILE NAME <br />DRAWER <br />EP (Exist) <br />> M I <br />0 3 Q <br />Q <br />o � <br />m + <br />� V <br />1<� p O <br />vrn <br />m <br />Stn 9+00 <br />20' LtEf7EC <br />w'e�idwo <br />dRy <br />(Type 1) Q <br />Remove 284 LF - <br />AC Dike (Type A) <br />R=252' <br />® FOD <br />Sta 8+17 eCR <br />20' Lt ECR <br />Replace 282 LF - <br />AC Dike (Type A) <br />R=202 <br />® FOD <br />18' <br />xs\ <br />O <br />0.25' AC Ove <br />�R&D Existing PCC Curb and <br />AC Median/Island per Pavement <br />Repair Detail (Type 2) on Sht No. 9 <br />Sta 245+98t Byron Road <br />= Sta 10+00 Grant Line Road (W) <br />EP <br />(New) <br />ms <br />Ln <br />CD <br />m <br />2' (Typ) ROAD <br />cn <br />00ZT <br />BYRON ri <br />252 253 <br />00 <br />—==i=—= <br />250 —i <br />251 <br />i7 <br />w <br />-----------� <br />00 CD <br />m cn <br />rt <br />ao EP (New) <br />20' <br />20' ---,--------� <br />� Const <br />o <br />o � <br />II R=45 1' <br />�,� <br />o <br />Iry <br />o Ln <br />f -� <br />,,_— <br />II ® FOD – <br />R&D Existing PCC <br />Curb and <br />"a+ <br />0 <br />II 9+44 Obliterate 207 SY <br />> m cn <br />> > rt <br />AC Median/Island per Pavement <br />c <br />; o � <br />` V <br />II 51 Rt i Asphalt Concrete <br />o- o- <br />Repair Detail (Type <br />2) on Sht No. 9 <br />II BCR ECR <br />^' <br />CD <br />X <br />d <br />rt <br />II / Sta 246+87 (33 Rt) <br />U V <br />o + <br />m <br />A <br />9 II Remove 368 LF <br />�. <br />Taper(/ ��t +10 AC Dike (Type A) <br />ECR / 35' Rt <br />> <br />.. <br />°i Sta 8+97 <br />i End Roadway Widening <br />i (Type 1) Rt <br />i <br />Replace 272 LF <br />AC Dike (Type A) <br />R=305' <br />0 FOD <br />19' Roadway Widening (Type 1) <br />begin Neplace <br />AC Dike (Type A) <br />�-EP (New) <br />EP (Exist) <br />Sta7+90 (35' Rt <br />End Replace <br />R=50' AC Dike (Type A) <br />FOD <br />Sta 7+74 <br />32' Rt <br />Replace 88 LF <br />AC Dike (Type A) <br />V� <br />Date fY.3iu5�P9 F!Y L- _ <br />QG Any Perann I)-,npr N <br />veri <br /><it Work <br />Alit Inforn..rlou 'Inmp<< I <br />PROJECT ENGINEER I DATE I CHECKED I DATE <br />SHEET NO.1 ACAD <br />E:\PR0JECTS\2007\JL Byron Rood Resurfacing\Plans\Byron Road Resurfacing—NI Plans <br />APPROVAL RECOMMENDED DATE <br />iucP ,01b 4/191 COUNTY OF SAN JOAQUIN <br />REVISIONS DATE <br />SCALE: NONE I PLANS <br />Peter D. Martin <br />REGISTERED CIVIL ENGINEER 38465 <br />BYRON ROAD RESURFACING <br />(Wicklund Road to Tracy City Limits) <br />SHEET TOTAL <br />NO. SHEETS <br />4 9 <br />