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In <br />CD <br />CIF <br />n J <br />0- CD <br />CD <br />CD <br />r" _. 266 <br />Z 0 <br />O <br />CD <br />to o <br />N <br />Cr <br />+ <br />0 C0 <br />C: CP <br />0.25' AC Overlay <br />M <br />n <br />00N <br />(D o o � <br />N � � <br />C <br />0 O ^ <br />fi O <br />u 'rr <br />EP (New) F� 2' (Typ)-j SEP (Exist) <br />BYRON <br />r L EP (Exist) 711 <br />a:3 rt <br />Const <br />O O� N O T <br />1c] J V• <br />0 ;0 W <br />C " Ln <br />rt <br />X d <br />�T�7 CD <br />U3 <br />CN <br />g <br />00 <br />n + <br />N <br />Ln <br />EP (Exist) <br />F <br />r -n /\l- A <br />0.25' AC Overlay <br />0.25' AC Ove <br />ra <br />EP (New) <br />d to u3 <br />0 <br />3 <br />3 <br />284+00 Const CL <br />CD CD � N <br />N <br />�OO -4 m0 <br />00 <br />`0 c0D x.00 <br />284+00 to <br />CL <br />art+ <br />298+00 Const CL <br />rf rf rn <br />Exist Yellow <br />rt O rt 0 0 <br />O <br />Sta <br />298+00 to <br />r <br />302+00 Const CL <br />�Q o <br />Exist Yellow <br />Line <br />= 2'-0' <br />CD <br />L. f- I,lvcw/ <br />NOTES <br />1. Roadway Widening (Type 2) excavation offsets shall be measured <br />from Const CL between Sta 278+60 to Sto 280+00 and <br />from Exist Yellow Line between Sta 280+00 to Sta 302+00. <br />2. Roadway Widening (Type 2) placement offsets shall be measured <br />from Const CL between Sta 278+60 to Sta 302+00, <br />Lr (New) <br />EP (New) <br />(Exist) <br />(Exist) <br />'k Sto <br />280+00 to <br />Sta <br />284+00 Const CL <br />to <br />Exist Yellow <br />Line <br />= 0'-2' <br />Sta <br />284+00 to <br />Sta <br />298+00 Const CL <br />to <br />Exist Yellow <br />Line <br />= 2' <br />Sta <br />298+00 to <br />Sta <br />302+00 Const CL <br />to <br />Exist Yellow <br />Line <br />= 2'-0' <br />0.251AC <br />EP (New) <br />0.25' AC Ove <br />'i- Const <br />EP (Exist <br />0 <br />EP (Exist) <br />Sta 292+85f Byron Road <br />= Sta 10+00 Von Sosten Road <br />5' <br />00 R �n o EP (Exist) <br />No Yellow Line <br />"a+ (Exist) <br />� n n <br />7 <br />�n <br />r� <br />o. n <br />Nw <br />�- - 303 <br />2 , <br />EP'(Exist) <br />iC) <br />END OF <br />Co PROJECT <br />„ iii <br />Oorree,lans 9t <br />No Change% 61Ws._ <br />Date <br />.fly Person U-ny Tnis - Irg Src a verif� <br />Information Hy Inspecting The Surma Cx wori, <br />0 <br />N0 <br />CD S <br />CD <br />r <br />a7 � <br />CD O <br />O N <br />rt <br />IN, <br />(D J <br />r+ � <br />Ln <br />cn <br />Cn <br />M <br />OD <br />(D <br />r <br />rn <br />-i. <br />h <br />Peter D, Martin <br />REGISTERED CML ENGINEER 38465 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />1).�""'� "` a/08 COUNTY OF SAN JOAQUIN SCALE: NONE PLANS BYRON ROAD RESURFACING NO. SHEETS <br />(Wickland Road to Tracy City Limits) 5 9 <br />FILE NAME DRAWER SKEET NO. ACAD REVISIONS DATE <br />E:\PROJECTS\2007\JL Byron Rood Resurfocing\Plans\Byron Rood Resurfacing -All Plans <br />