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010 X1.5/4.acT <br />59 205 <br />SJR 1uu32OO.�, <br />��� <br />etric <br />� <br />L`e'.c�x—oloe,E1 <br />�oa'� it <br />R/W <br />LEGEND <br />m <br />____ <br />Jenxery 20, 2010 ,� a � <br />�_...—_ _ <br />� <br />rL.xs ArrRovAL o.TE "o..� . <br />_.� <br />.. <br />J( DRAINAGE SYSTEM No, <br />O <br />me sere s cur�w.vu m rss oer¢x CML <br />- _ _.-_. <br />��m�ucr w'pmrn�srrAwc h' 4• �'� <br />- - <br />- <br />oxm s rxrs x,w urs. <br />-�-__.._ <br />�.� <br />O DRAINAGE UNIT <br />ROHTE-1 jQ - <br />Oxxl-yEAxS, LTD. SAN JOAWIN CWNTY <br />0 <br />903 RESERVE Ox, a100 1810 EAST HAZELTW AVE. <br />m <br />� <br />--- ___- _ <br />-���� SWALE FLOWLINE <br />RpSEVILIE, CA 956]0 STOCKTW, CA 95205 <br />N <br />"X" LIN <br />�- + <br />- -___. <br />ABBREVIATIONS <br />33 <br />_ <br />HMA HOT MI%EO ASPHALT <br />---- EB ROUTE 732 <br />� <br />� <br />CMPA CORRUGATED METAL PIPE <br />-ARCH <br />i-__� � <br />R/W <br />s <br />a <br />+58 TAPERED INLET <br />AND FLUME DD (L=4.9), <br />RSP <br />REMOVE FES c <br />+/0 TAPERE INLET <br />AND FLUME D L ."' <br />RSP <br />12.7j <br />j RSP <br />+45 TAPERED INLET <br />- <br />> <br />c 450 mm Conc FES <br />RSP i <br />AND FLUME DD) <br />� <br />h 800 mm Conc FES <br />R/W <br />900 mm Conc FES 1 <br />w <br />u <br />10.3 RSP <br />rc <br />__.. 450 -mm �C6-' ._ <br />-- <br />1:3 <br />__. <br />1:3 <br />'w <br />� <br />'. <br />___. _. <br />- <br />BASIN Elev = 60.500 <br />-----_ <br />a <br />� <br />� <br />1:3 <br />_ <br />1.3 <br />REMOVE 450 mm RCP D <br />v <br />i <br />_ _ ----- 2� <br />{ FES <br />- ._..- _ <br />_-__- -. <br />.REMOVE <br />�:. _.. <br />I Conc COLLAR 1:3 <br />� <br />= <br />R <br />____ <br />r <br />o <br />� <br />-'- <br />_ _.. <br />�- <br />.. .-.. ... � <br />.._�_ .._ .. ... <br />_ <br />-___-.—.__ 600 <br />mm RCP <br />9 FI. J Co COLLAR -- <br />900 mm.RCP h <br />p c <br />°' <br />� <br />- - - - <br />� ' <br />WB ROUTE 132 <br />E <br />+ <br />__.. � <br />- <br />- e PAVED HMA APRON <br />-- <br />Conc COLLAR k o <br />tl PpyED HMA APRON <br />� <br />�i <br />34 <br />��� tl TYPE GCP Di - - <br />--'_ :I <br />- a <br />a - <br />"X" LI E <br />REMOVE HEADWALL { <br />� -____ <br />- _ <br />35 <br />c REMOVE HEADWALL <br />36 <br />w <br />w <br />m <br />� <br />37 900 mm RCP PIPE � <br />c F <br />__ <br />_ �- �_------- —--....... <br />D 600 mm RCP <br />EB ROUTE 132 <br />-- � - <br />-RCP <br />___ _ <br />_ <br />D 900 mm r <br />7 <br />-�FFiI <br />m <br />__ <br />63.535 BEGIN FL <br />__ <br />o. i <br />N <br />., .84R <br />' <br />1:4 <br />� <br />_� -����� .._-_�,,.— <br />+33.800, 24.100.Rt <br />0.258 <br />a 900 mm Conc FES 1:4 <br />+?SP <br />..._r...— <br />..—.. _..._�_ 054R <br />0.50% <br />a <br />/ <br />-� �. <br />0 600 mm Conc FES <br />R/YI <br />62.262 FL <br />NOT CONSTRUCTED <br />+80.000, 25.000 Rt <br />AS BUILT <br />CONTRACT No. 10-2A7804 <br />�'e <br />C.C.A. DATE O8/ 16/ 2014 <br />ALL DIMENSIONS ARE IN METERS <br />d e <br />UNLESS OTHERVASE SHOWN <br />" <br />4S <br />R.E. NAME Juan R. ZuRiga <br />� �_ <br />DRAINAGE PLAN <br />H <br />� <br />THIS PLAN ACCURATE <br />FOR DRAINAGE WORK ONLY <br />SCALE: 1:500 D-1 <br />m <br />I <br />R LAST <br />REVISED <br />3/t /200] <br />CU 0625T <br />EA 2A7801 <br />