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LI <br />y <br />K <br />m a - _- m m <br />to <br />J 52.400 <br />I <br />CRUSHER EQUIPMENT <br />i <br />N 52.300 - - -- <br />I � <br />I <br />SEDIMENT POND �� INVERT OUT <br />N 52,197.91 <br />I <br />E 38,014.33 8" DIA SCHEDULE 40 <br />\ !I 00 ELEV = 9,735.00 1 +00 CARBON STEEL PIPE 2 +00 2 +61.61 <br />I <br />N 52,200 <br />A530 INVERT IN <br />N 52,168.19 <br />E 38,233.13 <br />ELEV = 9,737.21 <br />LIME ROAD <br />" <br />i G PSSA CREST <br />52.1000— IIL <br />\ <br />r <br />9750 <br />DATUM ELEV <br />9715.00 <br />N <br />r'7 <br />REFERENCE <br />EXISTING GROUND TOPOGRAPHY BY CC &V WAS REVISED FROM <br />PHOTOGRAPHY TAKEN 9 -28 -2006. SOME AREAS OF REVISION BASED IN <br />PART ON SURVEY DATA SUPPLIED BY FORESIGHT WEST SURVEYING INC. <br />5 -29 -2007. S: \CAD \1125 - CC &V PHASE 5 <br />VLF \RECV \20070 622 - PROJECT MAP \06110- TOPO- REVISED2.DWG <br />30 0 30 60 FEET <br />INVERT OUT <br />N 52,197.91 <br />E 38,014.33 <br />ELEV = 9,735.00 <br />EXISTING GROUND <br />8" DIA. SCHEDULE 40 <br />CARBON STEEL PIPE <br />INVERT IN <br />N 52,168.19 <br />E 38,233.13 <br />ELEV = 9,737.21 <br />o� <br />o0 <br />o� <br />o� <br />0 <br />0 <br />o <br />L6 o <br />ui u <br />� d- <br />c6 � <br />M d- <br />c6 v <br />K) N <br />N <br />07 <br />r <br />m 6) <br />r r� <br />0 <br />r^ <br />0) m0) <br />r <br />r <br />01 <br />m$ *] <br />1 +00 <br />2 +00 <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />6 +00 <br />_ -f- --- PROPOSED CULVERT CENTERLINE <br />I <br />STRUCTURAL BACKFILL <br />VARIES <br />(3' MINIMUM) <br />PIPE BEDDING <br />8" DIA. SCHEDULE 40 <br />CARBON STEEL PIPE <br />A BURIED PIPE SECTION <br />A530 <br />