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ZN <br />�o <br />�i <br />�< <br />00 <br />Nm <br />oM <br />�A <br />Ln <br />a <br />z r <br />� m <br />Mz <br />D <br />Z <br />La m <br />0 <br />F <br />71 <br />0 <br />D <br />0 <br />D <br />AC Trans 0.15' AC Overlay <br />50' over 0.10' Leveling <br />25' � <br />n <br />Const <br />o ,o of <br />o! <br />3 EP <br />o COLLIER ROAD <br />H- o <br />SEP <br />CONFORM DETAIL AT <br />BEGINNING & END OF PROJECT <br />Begin Project Conform at Sta 125+15 <br />End Project Conform at Sta 409+63 <br />0.15' AC Overlay over 0.10' Leveling <br />Existing Valley Gutter <br />to remain in place <br />—Saw cut <br />0 172 <br />µ <br />m <br />COLLIER ROAD ; µ <br />173 :o <br />rn O J Pavement Repair Type 11 N ICD I -,J+ n o cNi� +0 (See Detail Sheet No. 2) +0- vN, o + n <br />00 - - 00 1 - <br />rn 100'0 1,425' IN 0.50' Planing 100' <br />0.25' AC Paving <br />CONFORM DETAIL AT VALLEY GUTTER <br />Sta 157+86 to Sto 172+11 <br />0 Saw cut 11' from centerline along entire length of Valley Gutter to provide a straight edge <br />Legend on Sheet No. 4 <br />A 50's 0.15' AC Overlay <br />CA W over 0.10' Levering <br />23'� 0.15' Planing o n <br />0.25' AC Paving N ` o N <br />J ' O J Const <br />Headwall to remain in place (Typ) +� + <br />EP (See Note Sec A—A) \°' °' <br />;µ COLLIER Cn <br />ROAD µ <br />1+ <br />µ 256 00 257 08 258 µ <br />o EP <br />iv o 0 ° Bridge deck seams <br />Ln p N <br />MBGR to remain in place (Typ) <br />0.15' AC Overlay 50'� CA <br />over 0.10' Leveling A <br />CONFORM DETAIL AT BRIDGE NO. 29C-252 <br />COUNTY OF <br />SAN JOAQUIN <br />NO <br />SCALE <br />CONFORM <br />DETAILS <br />DRAWN BY <br />DATE ENGINEER <br />DATE/ <br />CHECKED <br />DATE <br />1z. gorsdcrs <br />�PROJECT <br />D�/2012 ��-:a <br />�1mza <br />&It 4)h 7, <br />0.15' AC Overlay <br />over 0.10' Leveling <br />Existing Bridge Deck <br />Frontage <br />1AC Taper F_ 0.04' <br />SECTION A—A <br />MBGR <br />Headwall <br />Note: AC taper along New EP on bridge deck <br />shall extend 2' over existing AC Frontage <br />and taper down to minimal thickness (0.04') <br />COLLIER ROAD RESURFACING <br />660' w/o Dustin Road to 1,200' e/o Tully Road <br />Sheet No. <br />3 of 8 <br />tD <br />Q <br />CIA <br />ir <br />��.. z <br />E C <br />Oil;s <br />rr� f <br />6 <br />V <br />r •� <br />Sheet No. <br />3 of 8 <br />