USGS 7.5-minute image map for Pecan Creek ... - The National Map

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PECAN CREEK QUADRANGLE

U.S. DEPARTMENT OF THE INTERIOR

­

90 0

5 244

CO R D

FS 904

85 0

G

850

950

½¼

950

4 253 AD RO VAT E

900

SO

N

A

N

H JO

36

N

B.

900

900

900

D

N

RD

LY

CO RD 23 60

î

B R U M LO W R D

900

1100

"

95 0

c Bl a

î

950

kC

r

H

850

85 0

CO RD 2372

90

900

O

950

A

R

N

PRI

1000

N

G

A

5

FS

N

A

O TI

L

L SS

91

D

53

730

¬ «

Bla ck C r EN WO OD R D O L D GR E

î

1050

950 1000

100 0 0

CO RD -2 36 0

tt

-2 4 2 5 900

C O R D- 2 4 2

5

Pec

Cr

an Cr

950

950

1050

tle

950 PRIVAT E ROAD 2222

00 10

PRIVAT E ROA D 217 6

î

1050

î

10 00

1050

1000

850

950

36

900

× MN

Ù

0° 47´ 14 MILS

GN

4° 15´ 76 MILS

WO

O

950

1000 850

EN GRE

6

6

33

1

0.5

1000

500

1

34

6

35

32'30"

SCALE 1:24 000 0

KILOMETERS

1

2

0

METERS 0

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2000

0.5 1000

2000

3000

4000

6000

UTM GRID AND 2013 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET

FEET

U.S. National Grid

CONTOUR INTERVAL 10 FEET NORTH AMERICAN VERTICAL DATUM OF 1988

100,000-m Square ID

PB Grid Zone Designation

14S

7000

This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011. A metadata file associated with this product is draft version 0.6.7

8000

9000

39000mE

38

950

Smyrna

New Harp

Greenwood

Alvord

Pecan Creek

Slidell

Bridgeport East

Decatur

Bluett

ADJOINING 7.5' QUADRANGLES

97°30'

ROAD CLASSIFICATION

900

Interstate Route

State Route

Ramp

4WD

US Route

QUADRANGLE LOCATION

33°15'

6

6

TEXAS

10000

850

37

1 5000

850

950

6

36

MILES 0

81000mN

Local Road

X W Interstate Route

. US Route /

J FS Primary Route

K

FS Passenger Route

H State Route

Check with local Forest Service unit for current travel conditions and restrictions.

PECAN CREEK, TX 2013

FS High

L Clearance Route

CO RD- 2 31 1

Bus 81 Bus 287

6

E DEVE REAUX ST 35'

800

900

900

90 0

1000

Cr

CO RD -23 11

1000

950

ett

950

31

1000

Imagery.................................NAIP, July 2010 - August 2010 Roads..............................................©2006-2012 TomTom Roads within US Forest Service Lands.............FSTopo Data with limited Forest Service updates, 2012 Names...............................................................GNIS, 2012 Hydrography....................National Hydrography Dataset, 2010 Contours............................National Elevation Dataset, 2002 Boundaries....................Census, IBWC, IBC, USGS, 1972 - 2012

950

1000

6

RD

î

H"

1000

North American Datum of 1983 (NAD83) World Geodetic System of 1984 (WGS84). Projection and 1 000-meter grid: Universal Transverse Mercator, Zone 14S 10 000-foot ticks: Texas Coordinate System of 1983 (north central zone)

30

C atl

0 90

1000

D

Produced by the United States Geological Survey

6

CO RD-2224

900

900

950

N MCD ONALD AVE

2 240 000 FEET

Decatur Municipal Airport

850

Y CT CE

900

29

D-2 112

Y RD SHIR L E P RIVATE R

AI RP ORT RD

N TRINI TY ST

6

85 0

950

850

850

CO R

950

RD- 209 0

£ ¤ £ ¤ Bus 81 Bus 287

Oaklawn Cem

1050

1000

LA

D 2223 OA

CO

900

97°37'30"

82

0 85

1050

FEET

33°15'

1050

950

CO RD 1160

80

CO RD -2 21 5

CO RD-2

850

2

E LS R D

23

N T R IN IT Y ST

950

81

I CO 36 RD

36

C a tle t t C r

900

0 95

900

900

850 RD

900

1000

36

7 140 000

Cr

-2

950

J U LI ES R D

RD

M IC H A

CO

C OU N T RY CL UB

850

CO RD-2311

n

140

ca

CHAR LIES RD

950

900

950

o nP

83

8

900

900

850

FM -73 0

1000

CO RD-2195

O L D D E C AT U R R D

C O RD - 2 2 2

90 0

CEM ETERY RD

36

0 95

CO R D - 2 1 30

Pe

1000

950 0 90

900

r nC

900 0 95

81 287

Twi

84

Peca

900

1050

£ ¤

850

H

950

83

Catlett

Cr

36

850

36

0 90

950

PI CK ET T LN

Cr nd

17'30"

900

CO RD 2175

H "

1

CO R D-23 20

"

î

CO RD 2175

0 95

1000

00 10 105 0

950

"

ROAD 22 21

H

225

E AT

84

C O R D -2

IV

-5

950

0 95

PR

FM

900

1000

0 100

1050

900

1000

36

85

10 00

36

82

10

950

Ca

Lazy 9 Ranch Airport

950

86 00

950

10 50

1000

10 50

0 100

00 10

9 2 0 B

36

900

36

CO RD

1000

950

-73

FM

F S 91 0

1100

1100

r

1

GREENWOOD R D

900

90 0

1000

100 0

î

1100

W at so n Br

0

C O R D -2 42 6

E R O AD 236 4 P RI VAT

17'30"

900

43

P

950

950

-2

00 10

87

950

36

900

36

1000

10 00

1050

1100

85

RD

950

C an

9 2 4

88

1050

00 10

1050

1100

1 1

FS 920

36

ec

86

9 2 0

1100

9 2 0

36

24

A TE R O D 2 4 2 9 IVA

1000

1050

0 110

50 10

1

1000

24

PR

95 0

D AN

1100

950

AD

RO

H

N

SL

0 100

JO

T IO

AS

10 00

0 105

N

B.

NA ON

GR AL

TE VA

RD

LY

N DO

NS

1050

850

0 90

P RI

UR

87

950

CO RD -24 30

950

C AT

36

10 50

950

0 105

E DD

10 50

89

CO

"

OL

88

36

950

B lac k Cr

950

900

" H

H

1100

1000

36

20' 850

50 10

1100

W

36

BR

900

950

EN

O

850

950

950

950

Cr B lack

E

950

0

OD RD WO EN

GR

73

950 1000

FM

RE

92

1000

950

CO

850

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-2

10 00

r

950

10 00

1100 1050

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10 00

1100

10 50

1050 1100

1

95 0

1000

1100

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93

RD

W a tso n B r

36

CO

10 50

S i sa

36

900

89

Flat Rock Cem

850

26

D

r

1

1050

FS 94 2

DC H

RD

H

36

OL

CO

lC

RD

6 24

1000

LYNDON B. JOHNSO N NATION AL GRASSLA ND

"

20'

800

900

1050

1050

800

7 180 000

LN

1000

33°22'30"

FEET

W

00 10

800

950

90

730

¬ «

6

LO

Black Creek Reservoir

36

950

1000

902

FS 922

39

LYNDON B. JOHNSO N NATION AL GRASSLA ND

D

850

UM

1

97°30'

6

90 0

1050

­

100 0

9 2 2

1050

1

F S 9 00

1000

OLD DECATU R RD

1 9 0 4

36

91

900 CO RD 24

9 0 0

1000

944

0 95

1050

1100

CO RD 24 74

900

900

9 0 0

1050

1050

2 270 000 FEET

38

sa

50 10

­

900A

1050

9 0 0

10 00

1100 1100

92

6

37

36

Si

1050 36

6

6

900

­ 1

"

32'30"

35

44

CO RD 247 5

H

6

34

ton Cr en

110 0

1

6

33

2 5 60

N

6

32

RD

93

900A

Br

000m

900A

6

950

36

31

CO

a

er

35'

6

30

1000

D 2675 CO R

W

lk

6

100 0

29000mE

950

6

33°22'30"

950

950

1000

97°37'30"

TEXAS-WISE CO. 7.5-MINUTE SERIES

800

U. S. GEOLOGICAL SURVEY

RD