Laserfiche WebLink
FI <br />EI <br />w <br />IY <br />w <br />D <br />Q <br />Cl C <br />z <br />Q <br />0. <br />z_ <br />Q <br />C9 <br />0 <br />CJ <br />z <br />O <br />Q <br />U <br />Lu <br />z' B <br />0 <br />U) <br />w <br />Co <br />Lu <br />IL <br />I - <br />w <br />w <br />0 <br />U <br />0 <br />0 <br />Ln <br />f` <br />rn <br />0 <br />N <br />M <br />Cl) <br />r <br />m <br />a <br />a A <br />Q <br />cry <br />v <br />r� <br />c? <br />0 <br />N <br />N <br />Co <br />1 <br />2 <br />3 <br />l <br />00000 <br />to 0000� PROPERTY LINE Dr° <br />♦ 6 <br />Q'o <br />�� ♦ 46,94.5 4685.5 - - <br />GP � <br />♦ EDGE OF SURVEY <br />♦ 468$ 0 . <br />1 <br />01, <br />�y <br />Co <br />m <br />v <br />Co <br />00 <br />Co <br />v <br />0 <br />C <br />CO <br />X <br />�. <br />\ \ <br />4686.5 <br />Nk <br />b\\\\ �, <br />♦ !� \N . <br />***4\Q <br />OUTER EDGE OF DISTURBED EoSo <br />LIMITS. CONTRACTOR TO <br />MATCH TO EXISTING GRADE <br />4 <br />4685.0 <br />4585.5 <br />APPROXIMATE AREA TO <br />PLACE EXCESS CUT <br />UN -SURVEYED WATER EDGE <br />4684 5 <br />Ul <br />0 <br />MATCHLINE SEE SHEET C-103 <br />POND <br />r <br />uo <br />Co <br />4684.0 <br />5 <br />4685.5 <br />45$6.0 <br />D <br />4685.5 <br />1 <br />1% <br />1. <br />FILL TO PREMINED CONDITION <br />a z <br />OR LOWER EDGE OF <br />FINISHED GRADE. FOR CUT -FILL <br />----------------` � GRADING <br />A <br />m <br />ELEVATIONS TO SUBGRADE, SEE <br />Cr <br />m❑m <br />CUT -FILL MAP - <br />\0 0 <br />ri- Taj, <br />� �r <br />'�� <br />C <br />00'0 <br />DISTURBANCE TO TOP OF SLOPE <br />�� <br />0.0 <br />- - - - - PIT BOTTOM DEPTH UNKNOWN - <br />APPROXIMATE CROSS SECTION <br />IN AREA TO PLACE EXCESS CUT <br />NTS <br />7 <br />KEYPLAN <br />CONSTRUCTION NOTES: <br />N <br />0 15' 30' 60' <br />SCALE: 1" = 30' <br />M-2011-ool TRO <br />1. <br />COUNTOURS REPRESENT <br />a z <br />FINISHED GRADE. FOR CUT -FILL <br />m <br />ELEVATIONS TO SUBGRADE, SEE <br />W <br />m❑m <br />CUT -FILL MAP - <br />2. <br />ALL AREA WITHIN LIMITS OF <br />DISTURBANCE TO TOP OF SLOPE <br />TO BE GRADED TO FINISH GRADE <br />WHICH INCLUDES 6 INCHES OF <br />TOPSOIL. <br />3- <br />PRE EXISTING TOPO BY INTRA <br />SEARCH 2009. <br />4. <br />DATUM HORIZONTAL, MODIFIED <br />W <br />STATE PLANE VERTICAL NGVD 29. <br />5- <br />EXCESS CUT TO BE PLACED IN <br />RECLAIMED POND PER DIRECTION <br />OF MARTIN MARIETTA. <br />6, <br />EXISTING ROAD NOT TO RECEIVE <br />TOPSOIL, <br />7- <br />PRE -MINING CONTOURS ARE <br />N <br />SHOWN IN THE EXCESS CUT AREA. <br />0 <br />r <br />1 <br />LEGEND <br />w <br />w <br />PRE -MINING <br />2 <br />CONTOUR <br />U) <br />w <br />W <br />Z <br />_j <br />III <br />U <br />III <br />Q <br />N <br />0 15' 30' 60' <br />SCALE: 1" = 30' <br />M-2011-ool TRO <br />LU <br />Q <br />z <br />LLI <br />z <br />O <br />w <br />Project No.: 133-24097-15001 <br />Designed By: BT <br />Drawn By: BT <br />Checked 8y: JB <br />FT <br />-101 <br />a <br />U <br />mmomi Bar Measures 1 inch <br />RECEIVED <br />1 <br />DIv1sIo� �I~ ��cr��aTroN <br />MINING AND ��y <br />U w <br />w 0 rn <br />o n7 <br />r- in 0 <br />a z <br />Lu C ti <br />m <br />Qm <br />W <br />m❑m <br />Lu o <br />wzCo <br />�a <br />z�� <br />=z� <br />W <br />�zti <br />0 0 <br />O <br />LU <br />Q <br />z <br />LLI <br />z <br />O <br />w <br />Project No.: 133-24097-15001 <br />Designed By: BT <br />Drawn By: BT <br />Checked 8y: JB <br />FT <br />-101 <br />a <br />U <br />mmomi Bar Measures 1 inch <br />RECEIVED <br />1 <br />DIv1sIo� �I~ ��cr��aTroN <br />MINING AND ��y <br />U w <br />a z <br />O <br />LU <br />Q <br />z <br />LLI <br />z <br />O <br />w <br />Project No.: 133-24097-15001 <br />Designed By: BT <br />Drawn By: BT <br />Checked 8y: JB <br />FT <br />-101 <br />a <br />U <br />mmomi Bar Measures 1 inch <br />RECEIVED <br />1 <br />DIv1sIo� �I~ ��cr��aTroN <br />MINING AND ��y <br />III <br />III <br />LU <br />Q <br />z <br />LLI <br />z <br />O <br />w <br />Project No.: 133-24097-15001 <br />Designed By: BT <br />Drawn By: BT <br />Checked 8y: JB <br />FT <br />-101 <br />a <br />U <br />mmomi Bar Measures 1 inch <br />RECEIVED <br />1 <br />DIv1sIo� �I~ ��cr��aTroN <br />MINING AND ��y <br />