2017-09-01_REVISION - M2011001 ‎(58)‎

• Permit No: M2011001
• IBM Index Class Name: Revision
• Doc Date: 9/1/2017
• Doc Name: Map C-206 Cut-Fill Map
• From: Martin Marietta Materials, Inc.
• To: Division
• Type & Sequence: TR1
• Email Name: PSH
• Media Type: M
• Archive: No

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MATCHLINE SEE SHEET C-204
-1.67 -1.30 -f].94 -0.59
?.34 -1.40 -1.05 -0"84 -0.66 -0.83 -G . % W 'k
-120 -1.36 -1.30 �1.18 -V.i°u
f
5
-0.59 -0.68 -0-72 -4.74 -0-68 -0.97 -1.01 -1-04
0.53 0.01 0.64 0.66 0.63 0.58 -0.64 -0.82 -C F, -0 �71? #
-11.68 -0.l•. -G,69 -11-60 -6_6c -G. '� � 4k �. � •y� 4b f.
40.60 -0-56 -0.71 -0.71 -0.71 -0.79 -0.
-0.55 -0.53 -0.71 -0-78 -1.03 -I'll -0.95 �
4W
0*5
-0.50 -0.72 -0.90 -1.07 -0.92 -0.74 -0.58 -0"53 -0-79 -1.24 -1.54 -1.63 -1. � � r�... �-• � � �
0 «�
-0.66 -0.70 -0.99 -1.25 -1.85 -1.99
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-01.94 .1 ...r7
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' -0.80 0.66 -0.91 -1.1
' -0.87 -0.72 -0.85 OUTER EDGE OF DISTURBED r .:. .
' 41
LIMITS. CONTRACTOR TO`� �" r
MATCH TO EXISTING GRADE.�` PROPERTY LINE
.1 -0.96 -0.82 -0.8z !y Ar
1 -1,02 -0.86 -0.73 > . d ,
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-0.99 -0.80 -0.59
41%. s.
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-1.05 -1.10 -1.05 -0"89 -0.68
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vt
1.58 -1.68 -1.80 -1.43 -0.92 -0.35 -0.15 -0.25 •0.60 -0.96 -0.80
-1,540 -1.65 -1.38 -0.86 -0.43 -1.35 -0.40 -0.48 C.' "i r 1 : Y .v
EDGE OF SURVEY ` ! Irj1�Lq,
* -1-31 -1.50 -7.34 -0,82 -0.64 -0"53 -0.48 -0.43 -0.51 -0"36 -0.24 -0.25 -0.10 �0 s
-0.89 -1.09 -1.32 -1.23 -0.98 178 -O.F9 -0.46 -0.43 -0.36 -022 ,
• -0.99 -1.15 -1.46 -1.2 -0.9 - -0.79 411-53
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_89 -1-66 -1.76 -1.4
U.62 0.53 ` -0.49 41.88 .31 -1.51 -1.52 -1.55 -1.62 -1.51 -1.
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UN -SURVEYED WATER EDGE -1.26 -1.34 7.49 1.62 -1.50 -1.18
�r
-0-68 -0.92 ;.36 -1.04 -1.12 -1.28 -1.44 -1.58 -1.40 -1.12 -0.81
'-6.09 -0.14 -020 -0.27 -0.39 -0.51 -0.74 -0"79 -0.87 -0.94 -1.04 -1.21 -1.37 -1.42 -1.23 -1.02 -0.78 -0,74 8
- -0.20 -0.21 -0.24 -0-23 X7.31 -0.45 -0.62 -0.70 -0.77 -0.84 -0.82 -0.94 -1,12 -1.19 -1.15 -0.97 -0.77 -0.80 0.85 -0.79
POND - , !
0.24 ).3 , -0295 -0.28 -i1.2F _0 35 -0.45 -0.60 •0-66 -0.72 -0.72 -0.75 -0.85 -0.93 -0.91 -0.87 -0.69 -0.71 -0.75 -0.80 -0.86 -0.91 -0.95 5 r
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41.2£7 -0.44 -0.57 -0.61 -0.64 ,67 -0.67 -0.69 -0.69 -0.69 -0.68 •D.69 -:.70 -0.71 -0.83 -0.96 -1.00 -0.98 -0.94
-0.08 -0.31 -0-33 -0-34 -0-38 -0-38 -0.41 -0A0 -0.44 -0.51 -0.53 -0.54 -0.55 -0.54 -0"54 -0.65 -0.72 -0.73 -0.81 -0.97
-60'.34 02 -0.04 -0.08 -0.11 -0.98 -0.25 -0.32 •0.35 -0.38 -0.39 -0.37 -0.32 -0.25 -0.46 -0.52 -0"57
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%, 15 +0.7-�0-54 -*0.33 7.:30' - 0.24 4017 40.14 -0.07 -4.13 -0.17 -0.20 -0.22 -0.15 -0.13 -0.13 0.26 -0.38 -7.44 -s1.43
• +0.42 +0.40 rt0"35 +0.24 +0.13 40.11 • 0.06 0.04 -0.09 -0.14 -0.13 -0.12 -025 -0.37 -0A2 -0.40 -0.40 -0.43
7
KEYPLAN
CONSTRUCTION NOTES:
1. CUT AND FILL NUMBERS ON PLAN
REPRESENT DEPTH TO
SUBGRADE, SEE GRADING PLAN
FOR FINISH GRADE CONTOURS-
2. RED TEXT REPRESENTS CUT
DEPTH TO SUBGRADE.
3- GREEN TEXT REPRESENTS FILL
REQUIRED TO SUBGRADE.
4. EXISTING GROUND SURVEY BY
KING SURVEYING.
MATCHLINE SEE SHEET C-208
40 1
0 15' 30' 60,
SCALE- 1" = 30'
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Project No.: 133-24097-15001
Designed By: BT
Drawn By: BT (D
Checked
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RECEIVED
M-2011-001 TRO, SEP a 12017
DMSION OF RECLAMATION
MINING AND SAFETY
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Project No.: 133-24097-15001
Designed By: BT
Drawn By: BT (D
Checked
checked By: JB
206
U
Bar Measures 1 inch
RECEIVED
M-2011-001 TRO, SEP a 12017
DMSION OF RECLAMATION
MINING AND SAFETY