CRL
50
47 49
48
T16
T14
T15
T17
08-1
3-1
5
SHEET NO.STATE JOB NO.
OKLAHOMA DEPARTMENT OF TRANSPORTATION
FED. ROAD
DIST. NO.
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSSTATE
REVISIONSDESCRIPTION DATE
6 OKLA.
JOB PIECE NO.
24228(04)
139' LT. STA. 605+47
FOUNDATION WELL HOUSE -
"[]" ON S.E. COR. CONC.
BM # 21 ELEVATION 1111.97
T-12-N, R-2-E
SECTION 20
T-12-N, R-2-E
SECTION 29
T-12-N, R-2-E
SECTION 28
T-12-N, R-2-E
SECTION 21
599+
00
614+
00
US-62OKLAHOMA & LINCOLN CO.
1090
1095
1100
1105
1110
1115
1120
1125
1130
1135
599+00
1090
1095
1100
1105
1110
1115
1120
1125
1130
1135
614+00610+00600+00 601+00 602+00 603+00 604+00 605+00 606+00 607+00 608+00 609+00 611+00 612+00 613+00
43
Canadian Valley4-W Power
4-W
Power
4-W
Power
3-W
Ro
max
3-W Romax
3-W
Rom
ax 3
-W
Rom
ax
4-W Power
OG
&E
B
Canadia
n
Valley
Canadian Valley
Canadia
n
Valley
Canadian Valley
200Pr
AT&T (Size unknown)
100 Pr.
12 Pr.
400 Pr.
12 Fibre
McLoud Tel. C
o.
Mcloud Tel. Co.
Mcloud Tel. Co.
75 Pr. & 100 Pr.
Mcloud Tel. Co.
Mcloud Tel. Co.
12 Pr. & 25 Pr.Mcloud Tel. Co.
12 Pr. & 25 Pr.
Transformer
Transformer
Transformer
Transformer
12 Fibre
W/
SD
CO
NS
T. 26'
<
RE
TU
RN
ST
A. 603
+72.52
W/
SD
CO
NS
T. 26'
<
RE
TU
RN
ST
A. 603
+74.87
W/
SD
CO
NS
T. 18'
TE
MP.
DR.
ST
A. 605
+65.99
W/
SD
CO
NS
T. 18'
RU
RA
L
DR.
ST
A. 605
+65.99
RAP
RIP
PAVED DITCH
TYPICAL
SPEC. DITCH
SPEC.
PAVED DITCH
<
RE
TU
RN
W/
SD
CO
NS
T. 26'
TE
MP.
ST
A. 603
+72.52
<
RE
TU
RN
W/
SD
CO
NS
T. 26'
TE
MP.
ST
A. 603
+74.08
Blk. A
12
629.05'
158'158'
417'
417'
33'33'
50'
50'
50'
50'
Billings
1st Addition
122.00'
+37.14128.00'
+03.13
152.00'
+00.00
152.00'
+00.00
128.00'
+00.00
90.00'
+38.04
86.00'
+00.00 72.00'
+03.92
50.00'
+50.00R/W
R/W
R/W
R/W
R/W
STA. 603.37+14
STA. 577+17.44 TO
CONST. SWF 5BW
86'
128'
Pres. R/W
Pres. R/W
NS
No. 3
31 Sec. Lin
e
EW No. 105 Sec. Line
Pres. R/
W
Pres. R/
W
Pres. R/
W
Pres. R/
W
EW No. 105 Sec. Line
Pres. R/W
Pres. R/W
UTILITY EASE.PERP.
65.00'
+50.00
80.00'
+00.00
80.00'
+03.97
65.00'
+00.00
50.00'
+00.00
ST
A. 615
+05.74
ST
A. 613
+46.87
TO
CO
NS
T. 4'
CL
F
CL
AS
S
A
STA. 603+38.04STA. 591+81.76 TO CONST. WWF W/GATES
B
Fin. fl. Elev. = 1096.60'
Pasture
Pasture
5-W Barb
4'
Chainlink
36' Hog 1-W Barb
5-W Barb
3" Redbud
Gravel
Dr.Gravel Dr.
Gravel
Rd.
Gravel
Rd.
Green Hse.
Flag Pole
250 Gal.
300 Gal.
20' Conc pav. W/ Asphalt overlay - C/L - US 62
Chainlink gate - 50'
Rt.
P.O.T. Sta. 6
14+03
C/
L
Dbl. 7'X
4'
30.1 A
c.
-
Exit F/
L ele
v. = 1112.5
0 -
D.A. =
- 22.7' Lt. - E
nt. F/
L ele
v. = 1113.5
3
lo
ng
CG
MP (E
xit e
nd 18
" R
CP) S.D.
P.O.T. Sta. 6
03
+75.3 -
C/
L 24"
X37.8'
=
1108.7
8 -
D.A. = 3
1 Ac.
F/
L ele
v. = 110
9.4
0 -
Exit F/
L ele
v.
lo
ng stl. pip
e S.D. - 3
2.6' Lt. - E
nt.
P.O.T. Sta. 6
05+69.5 -
C/
L 18
"X26.0'
=
1118.5
2 -
D.A. = 1.4
Ac.
F/
L ele
v. = 1117.7
3 -
Ent. F/
L ele
v.
lo
ng
CG
MP
S.D. - 2
5.0'
Rt. - E
xit
P.O.T. Sta. 6
14+02.2 -
C/
L 18
"X20.1'
=
1122.12 -
D.A. = 1.2
Ac.
F/
L ele
v. = 112
1.29 -
Ent. F/
L ele
v.
lo
ng
CG
MP
S.D. - 2
5.0'
Rt. - E
xit
P.O.T. Sta. 6
14+86.9 -
C/
L 18
"X19.3'
=
1133.7
3 -
D.A. = 0.7
Ac.
F/
L ele
v. = 113
1.26 -
Ent. F/
L ele
v.
lo
ng
CG
MP
S.D. - 2
4.4'
Rt. - E
xit
P.O.T. Sta. 6
16+95.5 -
C/
L 15
"X50.2'
=
1112.8
2 -
D.A. = 2
3
Ac.
F/
L ele
v. = 1114.0
9 -
Exit F/
L ele
v.
lo
ng
RCP
S.D. - 2
5.6'
Rt. - E
nt.
P.O.T. Sta. 6
03
+70.8 -
C/
L 18
"X25.4'
10
99.5
8 -
D.A. = 2
23
Ac.
Rt. = 1099.2
6 -
Ent. F/
L ele
v. Lt. =
Rt. & 16.9' rdy Lt. - E
xit F/
L ele
v.
35.8'
Rdy R
CB x-ing - 18.9' rdy
P.O.T. Sta. 6
07+98.7 -
C/
L 10'X
5'X
=114
8.6
X-ing -
Asph.=1117.0
2 -
Low
Pwr.
P.O.T. Sta. 6
03
+35 - 4-W
Pwr. O.H.
BB
Brush & Timber
Brush & Timber
Brush & Timber
Brush & Timber
Brush & Timber
Fndn.Hse. Conc.1-Story Brk.
Trailor
Bldg.Mtl. Storage
Trailor
4' Chainlink
BM21
BMW-193BMW-193
RE
MO
VE
Propane tanks
TankPropane350Gal.
PROFILE ! SURVEY
PROFILE F.G.
PROFILE CRL
SPECIAL DITCH LT.
PROFILE ! SURVEY
SPECIAL DITCH RT.
34.00'
LG.
LT.
W/
TE
MP. 2-54"
X34.00'
LG.
CG
SP
EX
TE
ND
EXI
ST. 10'X
5'X
35.8'
RD
Y
RC
B
ST
A. 607
+98.70
ST
R.
T17
43.50'
LG.
LT.
&
43.50'
LG.
RT.
5°
RT.
FW
D.
10'X
5'X
87.00'
LG.
RC
B
SK
EW
ED
ST
A. 608
+05.00
CO
NS
T.
ST
R. 50
EXIST \ LT. 1099.58
\ LT. 1102.49
TEMPROARY
F.
G.
= 1125.51
F.
G.
= 1122.36
F.
G.
= 1119.22
F.
G.
= 1116.35
F.
G.
= 1114.11
F.
G.
= 1112.50
F.
G.
= 1111.18
F.
G.
= 1111.46
F.
G.
= 1112.38
F.
G.
= 1122.28
F.
G.
= 1118.90
F.
G.
= 1116.10
F.
G.
= 1113.92
-3.15%
-3.15%
3.54
%
Ele
v= 1126.53
PVI 600
+67.33
Ele
v= 1119.02
PV
C 603
+06.23
Ele
v= 1121.11
PV
T 613
+66.23
Ele
v= 1102.35
PVI 608
+36.23
K= 158.57
L= 1060.00'
Ele
v= 1121.11
PV
C 613
+66.23
3.54
%
L= 1350.00'
K= 194.89
\ LT. 1101.45
EXIST \ RT. 1099.26
\
RT. 1100.50
F.
G.
=
1111.52
600+00
605+00
610
+00
605+
00
610+
00
ed= 0.036
V= 65 mph
e Max= 0.08
E= 4.86'
R= 5010.00'
L= 441.10'
T= 220.69'
Y= 180532.4394X= 2234533.1589PI Sta= 604+20.69CRL Curve #5
ed= 0.036
V= 65 mph
e Max= 0.08
E= 4.86'
R= 5010.00'
L= 441.10'
T= 220.69'
Y= 180486.0493X= 2235122.7187PI Sta= 610+11.78CRL Curve #6
! SURVEY
N 89°27'16.54" E
! SURVEY N 89°27'16.54" E
S 85°30'03.22" E CRL N 89°27'16.54" E
CR
L
PC 602
+00.00
CR
L
PC 607
+91.09
CR
L
PI 610
+11.78
CR
L
PT 612
+32.19
604+20.69
CRL PI
606+41.09
CRL PT
TOP OF CUTTEMP. TOE OF SLOPE TOP OF CUT
TOE OF SLOPE
TOP OF CUT
TOE OF SLOPE
TOP OF CUT
TEMP. TOE OF SLOPE
TOP OF CUT
TOE OF SLOPE
ST
A. 612
+01.32
ST
A. 596
+50.00
TO
TE
MP.
WI
DE
NI
NG
TO
P
OF
CU
T
TO
E
OF
SL
OP
E