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