Laserfiche WebLink
0 <br />z <br />w <br />x <br />w <br />J <br />U <br />N <br />ti <br />0 <br />D <br />0 <br />hV D <br />1' <br />N 51,000 <br />\� 1' U <br />i <br />0 <br />a <br />r <br />�r <br />L.. <br />/ %�� ���i`i / /iq•' -� <br />I <br />:�•.;,a :..::.:...:... . <br />Magog <br />Mill -o'er <br />ME <br />'1�1II d <br />U `ash• \� - �' kil .. <br />MOM <br />•a, +" a his •1 � <br />�t <br />REFERENCE: <br />EXISTING GROUND TOPOGRAPHY BY CC &V WAS PFVISED FROM <br />PHOTOGRAPHY TAKEN 9 -28 -2006. SOME AREAS OF REVISION BASED IN <br />PART ON SURVEY DATA SUPPLIED BY FORESIGH? WES] SURVEYING tNC. <br />5 -29 -2007. S:ACAD \1125 - CC&V PHASE 5 <br />V;F \RECV \20070622 - PROJECT MAPA06110- TOPO- REVISED2DWG <br />400 0 400 800 FEET <br />Ell <br />J <br />1. <br />�1 <br />10' <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />PROPOSED GROUND SURFACE CONTOUR AND EL, FEET <br />_..._ - EXISTING DRAINAGES <br />EXISTING ROAD /TRAIL <br />PROPOSED DIVERSION CHANNEL ALONG SOUTHEAST EDGE OF PILE <br />PROPOSED DIVERSION CHANNEL ALONG LOB HAUL ROAD <br />DIRECTION OF FLOW <br />WATERSHED CONTRIBUTION AREAS <br />35' <br />80' TRAVEL WIDTH <br />0.59 <br />45' <br />)TYPICAL LOB HAUL ROAD CROSS SECTION <br />A510 <br />2.5' <br />B )PHASE 5 VLF DIVERSION DITCH <br />510 AND ACCESS ROAD <br />NOTES: <br />1. RIPRAP IS NOT REQUIRED IF THE CHANNEL <br />BOTTOM IS IN BEDROCK. <br />0 <br />RIPRAP D501; <br />THICKNESS =12" <br />(SEE NOTE 1) <br />APR 15 HU <br />I d vNkon or RoclE-:. <br />Kning and <br />