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0 <br />M <br />i <br />N <br />O <br />0 <br />0 <br />D <br />n C'7 <br />D <br />CDF <br />N rn <br /><DD <br />= K: <br />o m <br />A <br />5 <br />0 <br />CL <br />Sta 9+27 0.00 \\V/ <br />0.08' I '' 20 <br />15 (Typ) <br />i <br />I I <br />I <br />I!I <br />I I <br />!II <br />Sta 10+00 Benedict Drive ,■ <br />Sta 10+00 Indiana Street r— 4 (Typ) <br />30' <br />AC Trans <br />rm Sta 10+50 <br />L� II I <br />it ! <br />II I <br />INDIANA <br />STREET <br />I I <br />RF6YINNING OF OVER T . A Y <br />LEGEND <br />0 Limits of Asphalt Concrete Pavement Planing <br />0.08' Depth of Asphalt Concrete Pavement Planing <br />Variable Depth Asphalt Concrete Overlay <br />16' 16' <br />I II i <br />I I! <br />WETHERLY <br />CIRCLE <br />III <br />_..__i...1.1_.........__ ...... _.._ <br />EPSta 18+28 Benedict Drive 4'N(Typ) <br />= Sta 10+00 Evelyn Court <br />---------------------------- <br />0.17' AC Overlay <br />Sto 13+25 Benedict Drive (,` C O it St Sta 15+75 Benedict Drive <br />/—= Sta 10+00 Wetherly Circle `� = Sta 10+00 Lark Street <br />-- - - - - - - - - - - - - - - - -- C/) <br />- - ------ - - - - -- <br />BENEDICT <br />14 15 16 DRIVE <br />• r------------------- • <br />-------------- ,------ 0 <br />AC Trans —EPT,,OO <br />EP <br />form Sta 10+50 4'�(Ty p) <br />11 • 11 Existing CG&S to <br />LARKSTREET• remain in place (Typ) <br />'Existing CG&S to I I 30' AC <br />remain in place (Typ) I Trans <br />-� 100' -► 0.08A --J Conform <br />Sta 16+64 <br />RIO VERDE STREET <br />— 0.17' AC Overlay o o a> D Z <br />Sta 20+83 Benedict Drive C O it St ! ID <br />CD <br />._. <br />Sta 10+00 Crystal Court JC�- <br />22 <br />18 ...........••....... <br />19 20 21 _-- <br />-------------- <br />-- - - - -- 4' (TYP)- <br />0.00'\` ` /�/� 30' Existing CG&S • • ,• i i� 30' <br />AC Trans to remain 0.00' AC Trans <br />� <br />0.08' ,'I� Conform Sta 10+50 in place (Typ) L,I Conform Sta 10+50 <br />15'�(TYP) , II 16' 16 0.08 ii 16' 16' i <br />EVELYN CRYSTAL <br />'I Z <br />+I COURT COURT <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />D. Gambini 8/08 (.0A, j 1/20/01 <br />NO SCALE <br />PLAN <br />CHECKED DATE APPROVAL R <br />23.a <br />------- 24- <br />---------- -0 j <br />A <br />7-1 <br />EP <br />.� <br />30' <br />AC Trans -7! P' tt <br />Conform Sta 23+95 ! i <br />BENEDICT DRIVE <br />C� <br />END OF OVERLAY ; <br />WOODBRIDGE STREETS RESURFACINGSheet No. <br />3 of 10 <br />MENDED DATE <br />C <br />Sta 9+27 0.00 \\V/ <br />0.08' I '' 20 <br />15 (Typ) <br />i <br />I I <br />I <br />I!I <br />I I <br />!II <br />Sta 10+00 Benedict Drive ,■ <br />Sta 10+00 Indiana Street r— 4 (Typ) <br />30' <br />AC Trans <br />rm Sta 10+50 <br />L� II I <br />it ! <br />II I <br />INDIANA <br />STREET <br />I I <br />RF6YINNING OF OVER T . A Y <br />LEGEND <br />0 Limits of Asphalt Concrete Pavement Planing <br />0.08' Depth of Asphalt Concrete Pavement Planing <br />Variable Depth Asphalt Concrete Overlay <br />16' 16' <br />I II i <br />I I! <br />WETHERLY <br />CIRCLE <br />III <br />_..__i...1.1_.........__ ...... _.._ <br />EPSta 18+28 Benedict Drive 4'N(Typ) <br />= Sta 10+00 Evelyn Court <br />---------------------------- <br />0.17' AC Overlay <br />Sto 13+25 Benedict Drive (,` C O it St Sta 15+75 Benedict Drive <br />/—= Sta 10+00 Wetherly Circle `� = Sta 10+00 Lark Street <br />-- - - - - - - - - - - - - - - - -- C/) <br />- - ------ - - - - -- <br />BENEDICT <br />14 15 16 DRIVE <br />• r------------------- • <br />-------------- ,------ 0 <br />AC Trans —EPT,,OO <br />EP <br />form Sta 10+50 4'�(Ty p) <br />11 • 11 Existing CG&S to <br />LARKSTREET• remain in place (Typ) <br />'Existing CG&S to I I 30' AC <br />remain in place (Typ) I Trans <br />-� 100' -► 0.08A --J Conform <br />Sta 16+64 <br />RIO VERDE STREET <br />— 0.17' AC Overlay o o a> D Z <br />Sta 20+83 Benedict Drive C O it St ! ID <br />CD <br />._. <br />Sta 10+00 Crystal Court JC�- <br />22 <br />18 ...........••....... <br />19 20 21 _-- <br />-------------- <br />-- - - - -- 4' (TYP)- <br />0.00'\` ` /�/� 30' Existing CG&S • • ,• i i� 30' <br />AC Trans to remain 0.00' AC Trans <br />� <br />0.08' ,'I� Conform Sta 10+50 in place (Typ) L,I Conform Sta 10+50 <br />15'�(TYP) , II 16' 16 0.08 ii 16' 16' i <br />EVELYN CRYSTAL <br />'I Z <br />+I COURT COURT <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />D. Gambini 8/08 (.0A, j 1/20/01 <br />NO SCALE <br />PLAN <br />CHECKED DATE APPROVAL R <br />23.a <br />------- 24- <br />---------- -0 j <br />A <br />7-1 <br />EP <br />.� <br />30' <br />AC Trans -7! P' tt <br />Conform Sta 23+95 ! i <br />BENEDICT DRIVE <br />C� <br />END OF OVERLAY ; <br />WOODBRIDGE STREETS RESURFACINGSheet No. <br />3 of 10 <br />MENDED DATE <br />