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J <br />Y <br />K <br />\ <br />\ <br />\ \ <br />N 52.x_- \ <br />\ <br />\ <br />SEDIMENT POND <br />N 52,200 - <br />I / <br />N 52,100 <br />REFERENCE: <br />/ <br />\ <br />\ <br />\ <br />\ <br />\ <br />CRUSHER EQUIPMENT <br />\ INVERT OUT <br />o N 52,197.91 <br />` E 38,014.33 <br />00 ELEV = 9,735.00 1 +00_ <br />A <br />A890 <br />PSSA CREST <br />i <br />O <br />i <br />0 <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 />30 0 30 60 FEET <br />T f <br />EXISTING GROUND <br />9750 ' <br />DATUM ELEV <br />9715.00 <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 \20070622 - PROJECT MAP \06110 - TOPO- REVISED2.DWG <br />N <br />r7 <br />INVERT OUT <br />N 52,197.91 <br />E 38,014.33 <br />ELEV = 9,735.00 <br />8" DIA. SCHEDULE 40 <br />CARBON STEEL PIPE <br />LIME ROAD <br />INVERT IN - <br />N 52,168.19 <br />E 38,233.13 <br />ELEV = 9,737.21 <br />2 +61.61 <br />o� <br />o� <br />o� <br />o� <br />0 <br />0 <br />0 <br />L6 o <br />t6 u <br />Lo <br />Lc� <br />Ln <br />�^ <br />�^ <br />�rn <br />�� <br />�rn <br />o <br />rn <br />0 +00 <br />1 +00 <br />2 +00 <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />6 +00 <br />+ --- PROPOSED CULVERT CENTERLINE <br />STRUCTURAL BACKFILL <br />4" <br />-•�'nr 4 � ��1 <br />i <br />t�X• <br />6" <br />2' <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 />