sec. 16 t12n-r2e 0 6 okla. 5 0 1 10 2...state job no. sheet no. s oklahoma department of...
TRANSCRIPT
110.00'+00.00
Grav. Dr.
STA. 205+04.00 ELEV. 1062.79
AT COUNTY ROAD - 144' RT.
IN CONC. NORTH OF SOUTH EAST/WEST FENCE
BM19 ODOT 2" BRASS CAP IN FENO SPIKE SET
STA. 211+43.00 ELEV. 1065.75
ON DRAIN X-ING 26' RT.
BM20 "[]" ON N.W. COR. EAST HDWL.
1050
1040
POINTS
IDENTICAL
SEC. 15 T12N-R2E
SEC. 16 T12N-R2E
24227(04)
PAVED DITCH
CONST. SPEC.
PAVED DITCH
TYPICAL
SPEC. DITCH
200+
00
1045
1055
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.
PAVEMENT REMOVAL
37LINCOLN COUNTY SH-102
=1063.04
TOP OF GRATE
\ RT. = 1058.54
\ = 1043.75
\ LT. = 1042.83
\ = 1058.08
CRL
205+
00
210+
00
205+00
210
+00
N4°29'22.25"WCRL N0°24'54.68"W
! N0°24'54.68"W
CRL N0°14'17.10"W
Curve #7
PI Sta= 203+48.06
X= 2239726.2258
Y= 190927.2628
|= 4°54'16.93" LT
D= 1°28'22.44"
T= 166.60'
L= 333.00'
R= 3890.00'
E= 3.57'
C/L Survey & SH102
C/L Survey & SH102
CR
L
PC
ST
A. 201
+81.46
CR
L
PT
ST
A. 205
+14.46
CR
L
PI
ST
A. 210
+32.36
CR
L
PI
ST
A. 205
+32.36
Y= 191111.7664
X= 2239724.8888
PI Sta= 205+32.36
Curve #8
eMax= 8%
ed= 4.6%
V= 65 mph
ele
v. = 1031.10 -
D.A. = 1.2
Ac.
F/
L ele
v. = 1030.0
3 -
Ent. F/
L
lo
ng
CG
MP
S.D. - 13.0'
Rt. - E
xit
P.O.T. Sta. 2
00+13.0 -
C/
L 18
"X34.0'
ele
v. = 1058.3
0 -
D.A. = 1.4
Ac.
F/
L ele
v. = 1056.12 -
Ent. F/
L
lo
ng
CG
MP
S.D. - 13.6'
Rt. - E
xit
P.O.T. Sta. 2
05+30.5 -
C/
L 18
"X60.2'
ele
v. = 105896 -
D.A. = 1.4
Ac.
F/
L ele
v. = 1058.7
0 -
Ent. F/
L
lo
ng
CG
MP
S.D. - 13.6'
Rt. - E
xit
P.O.T. Sta. 2
05+79.5 -
C/
L 18
"X79.5'
3'X
3'
RC
B -
D.A. = 8.2
Ac.
- 35.9' Lt. - stu
bbed in the exit e
nd
P.O.T. Sta. 2
10+91.9 -
Exit 3
6" C
GM
P
8.2
Ac.
59.2' lo
ng (s
kewed)
RC
B -
D.A. =
P.O.T. Sta. 2
11+20.2 -
C/
L 3'X
3'X
D.A. = 8.2
Ac.
lo
ng (s
kewed)
RC
B - 26.8'
Rt. -
P.O.T. Sta. 2
11+41.3 -
Ent. 3'X
3'X
59.2'
O.H. X-ing
P.O.T. Sta. 2
11+71 -
C/
L 2-W
Pwr.
ele
v. = 1079.5
3
F/
L ele
v. = 1077.0
1 -
Ent. F/
L
lo
ng
CG
MP
S.D. - 10.7' Lt. - E
xit
P.O.T. Sta. 2
14+40.6 -
C/
L 18
"X42.7'
P
wr.=10
78.8
O.H. X-ing -
Asph.=10
56.8
1 -
Low
P.O.T. Sta. 2
04+40 -
C/
L 2-W
Pwr.
P
wr.=10
57.3
O.H. X-ing -
Asph.=10
37.9
3 -
Low
P.O.T. Sta. 2
01+
13 -
C/
L 3-W
Ro
max
EX
TE
ND
EX
TE
ND
W/
SD
RU
RA
L
DRI
VE
CO
NS
T. 12'
ST
A.201
+50.00
W/
SD
TE
MP.
DRI
VE
CO
NS
T. 12'
ST
A.207
+78.00
Stat. S
ec. Lin
e R/
W
33'
33'
33'
33'
Stat. S
ec. Lin
e R/
W
R/W
R/W
STA. 213+00.00STA. 211+84.35 TOCONST. SWF 5WB
75.00'
+96.52
80'
OBTAIN TEMP. ROW
STA. 212+70.00STA. 211+85.00 TOCONST. SWF 5WB
ST
A. 204
+96.52
ST
A. 152
+90.12
TO
CO
NS
T.
SW
F 5
WB
W/
GA
TE
ST
A. 211
+83.35
ST
A. 207
+45.00
TO
CO
NS
T.
WW
F
110'
N0°24'54.68"W
2635.85'NS No. 332 Sec. Line
Grav Dr.
Grav Dr.
Grav Dr. 6
" Pin
e
12" Pin
e
10" Pine
Grav Dr.
Frm. well hse.
House ( Poor Cond.)
1-Story Fr
m.
4-W Barb
4' Chainlink
36"Hog 2-W Barb
42"
Hog
4'
Chainlink
42"
Hog
42"Hog
36"
Hog 2-W
Barb 4
8"
Woven
4'
Chainlink
Canadia
n
Valley
4-W Pwr.
2-W Pwr.
3-W
Ro
max
Transfor
mer
Transformer
Mobile Home
TimberScatteredPasture/W
Tank250 Gal. Propane
Wood Shed
5" Pecan
12" Pecan
Dirt
Field
Road
4-W Pwr.
& Brush
Heavy Timber
"Pote
ntial Envir
omental
Conta
min
ation"
4' Woven
4' Chicken wire
Sht. Mtl. well hse.
& BrushScattered Timber
16'X
4' ALU
M
Canadia
n
Valley
ele
v.=10
97.2
5'
Low
wire
2-W
Power
elev.=1087.30'Low wire
elev.=1088.2Low wire
McLoud Tel. Co.
100 Pr.
&
Brush
Scattered Tim
ber
Spillway Elev.= 1073.9' 20" Pin
e3" Pin
e
6" Pin
e
3" Pin
e
3" Pin
e
3-W
Barb
&
Brush
Heavy Tim
ber
& BrushHeavy Timber
48" Woven
5-W Barb
3"
Alberta Peach
42" HOG
tankPropane 250 Gal.
House ( Poor Cond.)1-Story Frm.
36"Hog 2-W Barb
4-W
Barb
4-W Barb
4-W Barb
4-W
Barb
C/L gate4'
Romax
3-W
214+00
1060
1070
1080
214+00 215+00
1065
1075
1085
1020
1030
1040
1050
1060
10701070
200+00 201+00 202+00 203+00 204+00 205+00205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00214+00 215+00
CRL
PROFILE
CRL
PROFILE F.G.
PROFILE
F.G.
PROFILE
L= 930.00'
K= 195.06
PVI 205
+60.00
Ele
v= 1063.82
PV
T 210
+25.00
Ele
v= 1066.28
PVI 210
+32.36
Ele
v= 1066.32
0.53%
F.
G.
= 1056.44
F.
G.
= 1034.44
F.
G.
= 1039.45
F.
G.
= 1044.47
F.
G.
= 1048.97
F.
G.
= 1052.96
F.
G.
= 1056.44
F.
G.
= 1059.40
F.
G.
= 1061.85
F.
G.
= 1063.79
F.
G.
= 1065.22
F.
G.
= 1066.13
SPECIAL
DITCH
LT.
SPECIAL
DITCH
RT.
L= 1390.00'
K= 157.71
5.30
%
0.53%
PR
C 200
+95.00
Ele
v= 1039.19
1025
1035
1045
1055
1065
! SURVEY
PROFILE
! SURVEY
PROFILE
50.00'
LG.
LT.
EX
TE
ND
EXI
STI
NG 36" C
GS
P
ST
A. 210
+91.90
ST
R.
NO. 36
W/
CDI
RC
B
DE
S.2
SK
EW
ED
RC
B 23.50'
LG.
RT.
EX
TE
ND
EXI
STI
NG 3'X
3'X
59.20'
ST
A. 211
+41.30
ST
R.
NO. 37
BE
GI
N I
NCI
DE
NT
AL
CO
NS
T.
EN
D
PR
OJ
EC
T
&
ST
A. 210
+32.36
EN
D I
NCI
DE
NT
AL
CO
NS
T.
ST
A. 214
+00.00
T29
100.00'+00.00
75.00'
+25.00
100.00'+25.00
R/W
R/W
75.00'
B
House ( Good Cond.)1-Story Frm.
75.00'
+00.00
36.72'
+70.00
95.00'
+00.00
80.00'
+50.00
100.00'+95.84
100.00'+00.00
58.90
+84.35
50.37'
+83.35
+28.88
95.00'
3-W
Ro
max
++ ++
FL
OF 18
" C
GM
P
+
Grav. Dr.
Grav Dr.
DRI
VE
RT.
W/
SD
CO
NS
T. 12'
TE
MP.
ST
A.200
+33.00
W/
SD
RU
RA
L
DRI
VE
CO
NS
T. 12'
ST
A.200
+33.00
W/
SD
TE
MP.
DRI
VE
CO
NS
T. 12'
ST
A.201
+50.00
W/
SD
<
RE
TU
RN
CO
NS
T. 20'
ST
A.205
+30.32
W/
SD
TE
MP.
<
RE
TU
RN
CO
NS
T. 20'
ST
A.205
+30.32
W/
SD
TE
MP.
DRI
VE
CO
NS
T. 12'
ST
A.210
+28.00
W/
SD
RU
RA
L
DRI
VE
CO
NS
T. 12'
ST
A.210
+28.00
W/
SD
RU
RA
L
DRI
VE
CO
NS
T. 12'
ST
A.206
+35.00
W/
SD
TE
MP.
DRI
VE
CO
NS
T. 12'
ST
A.206
+35.00
W/
SD
RU
RA
L
DRI
VE
CO
NS
T. 12'
ST
A.207
+78.00
STA. 213+00.00 LT.
STA. 179+50.00 TO
TEMP. WIDENING
STA. 213+50.00 RT.
STA. 200+00.00 TO
TEMP. WIDENING
TOP OF CUTTOE OF SLOPE
TOP OF CUTTOE OF SLOPE
TOP OF CUT
TOE OF SLOPE
TEMP. WIDENING TOP OF CUTTOE OF SLOPE
29
30
31
3433
35TEMP. WIDENING TOP OF CUT
TOE OF SLOPE
TEMP. WIDENING TOP OF CUT
TOE OF SLOPE
T30
T31
T33 T34T34
T35
36
37
36.83'
+00.00