OKLAHOMA DEPARTMENT OF TRANSPORTATION
LEGEND
FED. ROAD
DIST. NO.
C.R.L.
6
PHASE 1
STATE
JOB PIECE NO.
OKLA.
24269(04)
FISCAL
SHEET
TOTAL
YEAR
NO.
SHEETS
PHASE 2C
REVISIONS
SHOO-FLY
PHASE 2A
PHASE 3
PHASE 2B
PHASE 4
DESCRIPTION
DATE
WEST TIE-IN
PAVEMENT WIDENING
WATERLI
NE
850
SHEET PILE
(PH. 1)
4.60%
4.60%
1:6
1:4
1:4
SHOO-FLY 3
3.27%
1:4
1:4
1:6
3
1:
R/W
1.15%
Pres.
R/W
840
GAS
TUG
Pres.
R/W
FI
BER
OPTI
C
VOLUME
Survey !
AREA
850
1:
3
1:4
840
1:4
FL= 833.34
830
PHASE 1
PHASE 2A
PHASE 2B
PHASE 2C
PHASE 3
CUT
CUT
CUT
0.00 S.F.
CUT
38.85 S.F.
CUT
0.00 S.F.
CUT
FILL
0.00 S.F.
FILL
84.81 S.F.
FILL
0.00 S.F.
FILL
-120
-110
-100
-90
STA. 478+00.00 LT.
CONST. 28' A.C.
SECTION LINE RD.
RETURN NO S.D.
-70
-60
-50
-40
-30
PHASE 1
PHASE 2A
PHASE 2B
PHASE 2C
PHASE 3
CUT
CUT
CUT
0.00 C.Y.
CUT
CUT
0.00 C.Y.
CUT
FILL
0.00 C.Y.
FILL
FILL
0.00 C.Y.
FILL
425.07 C.Y.
FILL 1113.66 C.Y.
-20
-10
0
10
20
30
0.00 C.Y.
FILL
40
95.00 C.Y.
50
60
70
80
71.94 C.Y.
416.18 C.Y.
90
100
110
PHASE 4
120
324.47 C.Y.
0.00 C.Y.
130
140
820
150
479+00
TUG
Survey !
850
-80
0.00 S.F.
830
850
1.00%
4.60%
4.60%
1:6
840
1:4
SHOO-FLY 3
4.51%
1:4
1:4
1:6
3
1:
R/W
-130
32.58 S.F.
C.R.L. FG = 841.53
145.19 S.F.
FI
BER
OPTI
C
-140
FILL
Pres.
R/W
411.12 S.F.
0.00 S.F.
WATERLI
NE
FILL
820
-150
92.44 S.F.
FL= 831.75
TEMP. DITCH
(PH. 1)
FILL PH. 2C
PHASE 4
1:
3
1:4
840
1:4
FL= 835.05
TEMP. DITCH
(PH. 1)
FILL PH. 2C
830
PHASE 1
PHASE 2A
PHASE 2B
PHASE 2C
PHASE 3
CUT
137.10 S.F.
CUT
CUT
0.00 S.F.
CUT
CUT
0.00 S.F.
CUT
FILL
190.26 S.F.
FILL
FILL
0.00 S.F.
FILL
FILL
0.00 S.F.
FILL
820
-150
-140
-130
0.00 S.F.
18.71 S.F.
-120
-110
-100
-90
0.00 S.F.
139.93 S.F.
-80
-70
-60
830
C.R.L. FG = 840.78
PHASE 4
-50
30.02 S.F.
-40
0.00 S.F.
-30
-20
-10
0
10
PHASE 1
PHASE 2A
PHASE 2B
PHASE 2C
PHASE 3
CUT
503.88 C.Y.
CUT
CUT
0.00 C.Y.
CUT
CUT
0.00 C.Y.
CUT
FILL
537.17 C.Y.
FILL
FILL
0.00 C.Y.
FILL
FILL
0.00 C.Y.
FILL
20
30
40
0.00 C.Y.
34.66 C.Y.
50
60
70
80
0.00 C.Y.
462.17 C.Y.
90
100
110
PHASE 4
120
55.59 C.Y.
130
0.00 C.Y.
140
820
150
Survey !
478+00
850
1.15%
4.60%
4.60%
1:6
840
1:4
R/W
EXIST. UNDERGROUND WATER LINE CROSSING
C.R.L. STA. 477+00.00
FI
BER
OPTI
C
Pres.
R/W
TUG
850
1:6
1:4
840
1:4
FL= 835.99
TEMP. DITCH
(PH. 1)
FILL PH. 2C
830
PHASE 1
PHASE 2A
PHASE 2B
PHASE 2C
PHASE 3
CUT
CUT
0.00 S.F.
CUT
0.00 S.F.
CUT
CUT
0.00 S.F.
CUT
FILL
0.00 S.F.
FILL
0.00 S.F.
FILL
FILL
0.00 S.F.
FILL
FILL
820
-150
135.00 S.F.
99.81 S.F.
-140
-130
-120
-110
-100
-90
0.00 S.F.
109.64 S.F.
-80
-70
-60
830
C.R.L. FG = 840.03
PHASE 4
-50
-40
PHASE 1
PHASE 2A
PHASE 2B
PHASE 2C
PHASE 3
0.00 S.F.
CUT
490.38 C.Y.
CUT
0.00 C.Y.
CUT
0.00 C.Y.
CUT
CUT
0.00 C.Y.
CUT
0.00 C.Y.
0.00 S.F.
FILL
303.95 C.Y.
FILL
0.00 C.Y.
FILL
0.00 C.Y.
FILL
FILL
0.00 C.Y.
FILL
0.00 C.Y.
-30
-20
-10
0
10
20
30
40
50
60
70
80
0.00 C.Y.
346.52 C.Y.
90
100
110
PHASE 4
120
130
140
820
150
477+00
2.00%
4.60%
4.60%
1:6
840
1:4
R/W
FI
BER
OPTI
C
Pres.
R/W
850
TUG
850
1:6
1:4
840
1:4
FL= 835.39
TEMP. DITCH
(PH. 1)
FILL PH. 2C
830
PHASE 1
PHASE 2A
PHASE 2B
PHASE 2C
PHASE 3
CUT
CUT
0.00 S.F.
CUT
0.00 S.F.
CUT
CUT
0.00 S.F.
CUT
FILL
0.00 S.F.
FILL
0.00 S.F.
FILL
FILL
0.00 S.F.
FILL
FILL
820
-150
129.81 S.F.
64.32 S.F.
-140
-130
-120
-110
-100
-90
-80
0.00 S.F.
77.48 S.F.
-70
-60
830
C.R.L. FG = 839.28
PHASE 4
-50
-40
PHASE 1
PHASE 2A
PHASE 2B
PHASE 2C
PHASE 3
0.00 S.F.
CUT
408.80 C.Y.
CUT
0.00 C.Y.
CUT
0.00 C.Y.
CUT
CUT
0.00 C.Y.
CUT
0.00 C.Y.
0.00 S.F.
FILL
241.77 C.Y.
FILL
0.00 C.Y.
FILL
0.00 C.Y.
FILL
FILL
0.00 C.Y.
FILL
0.00 C.Y.
-30
-20
-10
0
10
20
30
40
50
60
70
80
90
0.00 C.Y.
227.55 C.Y.
100
110
PHASE 4
120
130
140
820
150
476+00
MAINLINE
STATE JOB NO. 24269(04)
2:44:22 PM
L:\2012\12037066 - ODOT EC-1409 US-60 Nowata County\Drawings\XSEC_24269_001.dgn
4/30/2015
SHEET NO. X23
NOWATA COUNTY US-60