PARCEL A-2 (14.62 AC)

51

BLD LINE

0.00

10005

P/K

843.29

S

L

SS

WW

WW

W

3

6

1

P

/

K

8

4

3

.

2

9

SS

S

S

S

S

S

S

SS

SS

W

US HWY 70 EAST

I-35 S

OU

TH

I-35 N

OR

TH

US HWY 70 WEST

W

W

W

xx

x

x

x

S 89°31'27" W

712.80 FT

N 00°28'07" W

816.41 F

T

S 89°29'17" W

1318.45 FT

S

5

9

°

4

1

'

5

2

"

E

7

5

8

.

9

2

F

T

N 00°25'44" W

504.22 F

T

100 yr

FLOODBOUNDARY

F

O

F

O

F

O

F

O

F

O

W

W

W

W

WW

WW

WW

WW

W

W

W

W

W

CH = S 46°55'28" W

R = 574.07 FT

L = 853.64 FT

CL = 777.14 FT

CH = S 65°42'15" W

R = 754.07 FT

L = 626.99 FT

CL = 609.09 FT

S 00°25'51" E

445.03 F

T

N 8

4°5

0'5

7"

E174.0

0 F

T

N 85°30'50" E

8.39 FT

CH = N 35°27'21" E

R = 466.96 FT

L = 232.38 FT

CL = 229.99 FT

N

2

6

°

4

9

'1

3

"

E

4

2

2

.

9

4

F

T

N 15°30'36" E

101.98 FT

N 26°49'13" E

11.99 FT

S 89°31'27" W

53.88 FT

UE

BOOK 641 PAGE 469

BOOK 610 PAGE 98

BOOK 1862 PAGE 226

EA

ST

LIN

E O

F S

W/4

South

GC & SF Railroad

R/W

100'

Centerline Michelin Road

100'80'

50'

50'

16.5' Statutary R/W along Plainview Road

FD R/W MARKER

FD R/W MARKER

FD R/W MARKER

FD R/W MARKER

FD 5/8" REBAR WITH MTL CAPSET IN CONC.

FD 3/4" ROD

FD 1/2" PIN

FD 3/4" ROD

Wes

tR/

WI-3

5

Wes

tR/

WI-3

5

BOOK 605 PAGE 659

BOOK

605

PAG

E 65

9

BOOK 539 PAGE 211

BOOK 1403 PAGE 24040' ROAD & UTILITY EASEMENT

I-35 RIGHT OF WAY

BOOK 613 PAGE 632MAINTENANCE AGREE.ODOT & AT & SF RAIL

BOOK 659 PAGE 297

15' UTILITY EASEMENT

HIGHWAY EASEMENT

BILLBOARD

BILLBOARD

OH POWER

N80°59'44"E 53.77'

S8°24'50"E 31.97'

A

N84°50'57"E 40.37'

N5°09'03"W 35.00'

S5°09'03"E 35.00'

S84°50'57"W 40.37'

N84°50'57"E 27.00'

C

1

C2

N89°31'26"E 712.81'

S0°25'44"E 504.23'

S0°28'07"E

816.51'

SOUTH LINE

NW/4 SW/4

NW CORNER

SE/4 SW/4

SECTION 26

SW CORNER

NW/4 SW/4

S 89°29'17" W

1318.45 FT

S

5

9

°

4

1

'

5

2

"

E

7

5

8

.

9

2

F

T

50'

L=728.988'

R=2914.820

CL=727.090'

CH=S66° 52' 08"E

D=14.3295

P.O.B Parcel A-2

N80°59'44"E 53.77'

S8°24'50"E 31.97'

L=1239.436'

R=2914.820

CL=1230.119'

CH=S86° 13' 57"E

D=24.3632

N0°25'44"W

136.11'

PARCEL B ( 4.57 AC)

PARCEL A-1 (13.37 AC)

APPRAISED VALUE 2018$1,484,000

APPRAISED VALUE 2018$3,290,000

APPRAISED VALUE 2018$1,266,000

12th AveNW

4th StNW

9

t

h

A

v

e

N

W

Briarwood CtNW

B

r

o

o

k

s

R

d

Cash R

d

Charlston Dr

C

h

a

t

t

a

n

o

o

g

a

L

o

o

p

S

W

Cheyene S

tN

W

Cloverleaf PlSW

D

r

iftw

o

o

d

D

r

N

W

Harm

ony D

rS

W

Hickory LnSW

I

n

d

u

s

t

r

i

a

l

D

r

Interstate CtSW

Jamestown SW

John Rd

Kiowa AveNW

Laske LnS

W

Lawrence RdSW

W Main St

Marlena R

d

Marrs Rd

M

e

a

d

o

w

b

r

o

o

k

D

r

N

W

M

e

l

o

d

y

L

n

S

W

Mockingbird LnSW

Myall Rd

Myall Rd

Myall Rd

Myall Rd

Myall Rd

Myall RdMyall RdSW

Myall Rd

N3260 R

d

N

o

r

t

h

w

e

s

t

e

r

n

L

i

m

i

t

e

d

S

W

Oak Hollow SW

O

a

k R

id

g

e

S

W

O

a

k

r

i

d

g

e

S

W

Osage A

veN

W

O

v

e

rla

n

d

R

o

u

te

S

W

Park LnNW

Pershing D

rS

W

N P

lainview

R

d

S P

lainview

R

d

S P

lainview

R

d

S P

lainview

R

d

Pueblo S

t

Quail Run CtNW

Railhead

Ridgecrest S

W

Ridgew

ay S

W

Ridgeway St

Rio Grande Limited SW

R

o

c

k

Is

la

n

d

L

im

ite

d

S

W

R

o

c

k

f

o

r

d

Rockford P

lN

W

N Rockford Rd

N R

ockford R

d

Rockford R

dN

W

N R

ockford R

d

N R

ockford R

d

Rosew

ood S

W

Royal L

nNW

Ry E

xp

re

ss S

W

Sheraton DrNW

Sherw

ood S

W

Sioux N

W

Southern H

ill R

d

S

t

a

n

l

e

y

A

v

e

S

W

Station Rd

Stratford CtSW

Sunset D

rS

W

Sunset Limited SW

Surrey D

rS

W

Surrey Rd

Tanglewood

Tiffany P

lz

US Hwy 70

V

e

r

n

o

n

R

d

S

W

Virginia LnS

W

Westwood Ct

Willowridge NW

Wim

bleton Ct

W

o

o

d

-

N

-

C

r

e

e

k

Woodbine W

ayS

W

Woodleaf CtNW

Y

a

l S

t

Yorktown SW

SCALE 1" = 100'BASIS OF BEARINGGEODETIC NORTH

100 0 100 200 300

LOCATION MAP

R1E

T

4

S

T

4

S

SCALE: 1"=NONE

SCALE: 1"=20'

DATE: 01/18/2012

CERTIFICATE OF AUTHORIZATION NO. 5133

REVISIONS:

ARDMORE, OKLAHOMA

CERTIFICATE OF AUTHORIZATION EXPIRES 6-30-2018

PART OF SW/4 SECTION 25 T4S R1E

ALTA/ACSM LAND TITLE SURVEY

(c) Copyright 2017 Fox Engineering, Inc.

ARDMORE -OKLAHOMA

ENGI NEERSCIVIL

Fox Engineering, Inc.

211 E Street N.W., PO Box 666

Ardmore, Oklahoma 73401

Phone: 580.223.2319

Fax: 580.223.2492

E-mail: foxengineering@sbcglobal.net

SHEET NO:

11-034

1

F O X E N G I N E E R I NG

SITE

LOCATION

UTILITY STATEMENTUNDERGROUND UTILITIES SHOWN HAVE BEEN DRAWN USING SURVEYINFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NOGUARANTEE THAT ALL UTILITIES IN THE LOCATION THAT THEY HAVE BEENSHOWN, EITHER IN SERVICE OR ABANDONED. DEPICTION OF UTILITYLINES WERE DRAWN FROM EXISTING ABOVE GROUND OBJECTS SUCH ASFIRE HYDRANTS, TUG BOXES, POWER POLES, ETC. ALL LOCATIONS ANDDEPTHS SHOULD BE VERIFIED BY AN 'OKIE' LOCATE AND/OR POT HOLE OFUNDERGROUND UTILITIES TO VERIFY DEPTH.

R1E

LEGAL DESCRIPTION

DRAWING NUMBER:

PARCEL BA TRACT OF LAND BEING PART OF THE SE/4 OF THE SW/4 OF SECTION 26 T4S, R1E I.M. CARTER COUNTY, OKLAHOMA FURTHER DESCRIBED AS FOLLOWS:COMMENCING AT THE SW CORNER OF THE SW/4 OF SAID SECTION 26; THENCE N89°31'49" E ALONG THE SOUTH LINE OF THE SW/4 OF SAID SECTION 26 ADISTANCE OF 1977.28' TO THE SW CORNER OF THE SE/4 OF THE SE/4 OF THE SW/4 OF SAID SECTION 26; THENCE N 00°25'51" W ALONG THE WEST LINE OF THESE/4 OF THE SE/4 OF THE SW/4 OF SAID SECTION 26 A DISTANCE OF 190.74' TO THE TRUE POINT OF BEGINNING;THENCE N 85°30'50" E ALONG THE NORTH R/W LINE OF I-35 A DISTANCE OF 8.39'; THENCE N 84°50'57" E ALONG THE NORTH R/W LINE OF I-35 A DISTANCE OF174.00'; THENCE N 5°09'03" W A DISTANCE OF 35.00'; THENCE N 84°50'57" E A DISTANCE OF 40.37' ; THENCE S 5°09'03" E A DISTANCE OF 35.00'; THENCE N84°50'57" E A DISTANCE OF 27.00'; THENCE NORTHEASTERLY ON A CURVE TO THE LEFT HAVING A RADIUS OF 466.96', AN ARC LENGTH OF 232.38', HAVING ACHORD BEARING OF N 35°27'21" E AND A CHORD DISTANCE OF 229.99' ALONG THE WEST R/W OF I-35; THENCE N 26°49'13" E ALONG THE WEST R/W OF I-35 ADISTANCE OF 422.94'; THENCE N 15°30'36" E ALONG THE WEST R/W OF I-35 A DISTANCE OF 101.98'; THENCE N 26°49'13" E ALONG THE WEST R/W OF I-35 ADISTANCE OF 11.99'; THENCE ALONG A CURVE TO THE RIGHT IN A SOUTHWESTERLY DIRECTION HAVING A RADIUS OF 754.07' AN ARC LENGTH OF 626.99',HAVING A CHORD BEARING OF S 65°42'15" W AND A CHORD DISTANCE OF 609.09' ALONG THE SOUTH R/W OF MICHELIN ROAD; THENCE S89°31'27" W ADISTANCE OF 53.88' TO A POINT ON THE WEST LINE OF THE SE/4 OF THE SE/4 OF THE SW/4 OF SAID SECTION 26;THENCE S 00°25'51" E ALONG THE WEST LINEOF THE SE/4 OF THE SE/4 OF THE SW/4 A DISTANCE OF 445.03' TO THE TRUE POINT OF BEGINNING, CONTAINING 4.57 ACRES. SAID LEGAL WAS WRITTEN BY J.STEVEN FOX R.P.L.S. 1165 ON JANUARY 19, 2012 USING GEODETIC NORTH AS A BASIS OF BEARING.

UNDERGROUND POWER LINE

T

U/E

SS

G

EXISTING WATER LINE

W

SANITARY SEWER LINE

UNDERGROUND TELEPHONE LINE

EXISTING GAS LINE

PROPERTY LINE

OVERHEAD POWER LINE

FIBER OPTIC LINEFO

W

TELEPHONE BOX

TUG

STORM SEWER

FH

FIRE HYDRANT

x

EXISTING FENCE

POWER POLE

LIGHT POLE

PP

LP

WATER VALVE

WATER METER

GAS METER

SANITARY MANHOLE

GAS METER

PROPERTY CORNER

GM

MH

WV

WM

GV

ELECTRIC METEREM

OHP

SIGN

GUY ANCHOR

GUY

L E G E N D

P.O.B Parcel B

N 89°31'49" E

19

0.7

4' N

0

0°2

5'5

1" W

P.O.B Parcel A

N 0

0°2

8'0

7" W

FEB 29, 2012

I-35 S

OUTH

BOU

ND LA

NE

I-35 N

ORTH

BOU

ND LA

NE

REVISED 25 NOV, 2017 REMOVED BILLBOARD TRACTS

SW Cor. SE/4 SE/4 SW/4

SEC. 26 T4S R1E

13

19

.5

5'

1977.28'

P.O.C.

SW Cor. SW/4

SEC. 26 T4S R1E

P.O.C.

SW Cor. SW/4

SEC. 26 T4S R1E

PARCEL A-2

A TRACT OF LAND BEING PART OF THE SW/4 SECTION 26 T4S, R1E I.M. CARTER COUNTY, OKLAHOMA FURTHER DESCRIBED AS FOLLOWS:COMMENCING AT THE SW CORNER OF SAID SECTION 26; THENCE N 00°28'07" W ALONG THE WEST LINE OF THE SW/4 A DISTANCE OF 1319.55' TO THE SWCORNER OF THE N/2 OF THE SW/4 OF SAID SECTION 26 ; THENCE CONTINUING N 00°28'07" W ALONG THE WEST LINE OF SAID SECTION 26 A DISTANCE OF 816.41'TO THE SOUTH R/W LINE OF THE GC & SF RAILROAD; THENCE S 59°41'52" E ALONG THE SOUTH RIGHT OF WAY OF THE GC & SF RAILROAD A DISTANCE OF 758.92';THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE SOUTH R/W LINE OF THE GC & SF RAILROAD ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2914.82'AN ARC LENGTH OF 728.99', HAVING A CHORD BEARING OF S 66°52'08" E AND A CHORD LENGTH OF 727.09' TO THE TRUE POINT OF BEGINNING;

THENCE CONTINUING IN A SOUTHEASTERLY DIRECTION ALONG THE SOUTH R/W LINE OF THE GC & SF RAILROAD ALONG A CURVE TO THE LEFT HAVING A RADIUSOF 2914.82' AN ARC LENGTH OF 1239.44', HAVING A CHORD BEARING OF S 86°13'57" E AND A CHORD LENGTH OF 1230.12'; THENCE S 8°24'50" E A DISTANCE OF31.97'; THENCE N 80°59'44" E A DISTANCE OF 53.77', SAID POINT BEING ON THE WEST R/W LINE OF MICHELIN ROAD; THENCE ALONG THE WEST R/W LINE OFMICHELIN ROAD ALONG A CURVE TO THE RIGHT IN A SOUTHWESTERLY DIRECTION HAVING A RADIUS OF 574.07' AN ARC LENGTH OF 853.64' HAVING A CHORDBEARING OF S 46°55'28" W AND A CHORD LENGTH OF 777.14'; THENCE S 89°31'27" W ALONG THE NORTH R/W LINE OF MICHELIN ROAD A DISTANCE OF 712.80', TO APOINT ON THE WEST LINE OF THE SE/4 OF THE SW/4'; THENCE N 00°25'44" W ALONG THE WEST LINE OF THE SE/4 OF THE SW/4 A DISTANCE OF 640.74' TO THETRUE POINT OF BEGINNING CONTAINING 14.62 ACRES MORE OR LESS, SAID LEGAL WAS WRITTEN BY J. STEVEN FOX R.P.L.S. 1165 ON JANUARY 31, 2018 USINGGEODETIC NORTH AS A BASIS OF BEARING.

PARCEL A-1

A TRACT OF LAND BEING PART OF THE SW/4 SECTION 26 T4S, R1E I.M. CARTER COUNTY, OKLAHOMA FURTHER DESCRIBED AS FOLLOWS:COMMENCING AT THE SW CORNER OF SAID SECTION 26; THENCE N 00°28'07" W ALONG THE WEST LINE OF THE SW/4 A DISTANCE OF 1319.55' TO THE SWCORNER OF THE N/2 OF THE SW/4 OF SAID SECTION 26 AND THE TRUE POINT OF BEGINNING;THENCE N 00°28'07" W ALONG THE WEST LINE OF SAID SECTION 26 A DISTANCE OF 816.41' TO THE SOUTH R/W LINE OF THE GC & SF RAILROAD; THENCE S59°41'52" E ALONG THE SOUTH RIGHT OF WAY OF THE GC & SF RAILROAD A DISTANCE OF 758.92'; THENCE IN A SOUTHEASTERLY DIRECTION ALONG THESOUTH R/W LINE OF THE GC & SF RAILROAD ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2914.82' AN ARC LENGTH OF 728.99', HAVING A CHORDBEARING OF S 66°52'08" E AND A CHORD LENGTH OF 727.09'; THENCE S 0°25'44" E A DISTANCE OF 136.11' TO A POINT ON THE SOUTH LINE OF THE NW/4 OF THESW/4 OF SAID SECTION 26; THENCE S 89°29'17" W ALONG SAID SOUTH LINE OF THE NW/4 OF THE SW/4 A DISTANCE OF 1318.45'; TO THE TRUE POINT OFBEGINNING CONTAINING 13.37 ACRES MORE OR LESS, SAID LEGAL WAS WRITTEN BY J. STEVEN FOX R.P.L.S. 1165 ON JANUARY 31, 2018 USING GEODETICNORTH AS A BASIS OF BEARING.

LEGAL DESCRIPTION