Download - texas department of transportation texas department of transportation design schematic fm 2499

27" P

IPE

8" SEWER

24" SEWER

6" C.I.

6" C

.I.

8" V.C.P.

8" V

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.

27" S

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(H

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IN

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RC

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SANITARY SEWER FORCE MAIN

SAN SEWER FORCE MAIN

SA

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10" FORCE MAIN

10" SAN. SEWER

10" FORCE MAIN

12" W

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8" WATER

8" WATER

8" W

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8" WATER

FIB

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OPT

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8" S

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8" S

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8" S

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8" SANITARY SEWER

8" S

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6" SANITARY FORCE MAIN

12" WATER

12" WATER

12"

WA

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R

12"

WA

TE

R

6"

WA

TE

R

6"

WA

TE

R

6"

WA

TE

R

6"

WA

TE

R

6"

WA

TE

R

30" R

CP

30" R

CP

27" SANITARY SEWER

(HICKORY CREEK INTERCEPTOR)

27" SAN. SEWER

8" S

AN

. SE

WE

R

8"W

14"W

14"W

12" W

14"

W

8"

C.I

. W

20" W

AT

ER

8" V.C.P.

24" SANITARY SEWER

(HICKORY CREEK INTERCEPTOR)

36" C

AS

ING

21" SEWER (HICKORY CREEK INTERCEPTOR)

24" S

S

42" CASING

8" S

S

8"SS

8"S

S

GA

S

66"RCP

42"RCP

36"RCP

24"R

CP

21"R

CP

10" SS

21"R

CP

FIBER OPTIC CABLE

27"RCP2-8’x3’ RCB

1-8

’x3’

RC

B

1-8

’x3’

RC

B

3-6

0"C

MP

21" RCP

12" W

12" W

12" W

8" W

8"SS

8"SS

SS

8" SS

24"

RC

P

60" R

CP

G R A Y S O N C O U N T YC O O K E C O U N T Y

CO

LL

IN

CO

UN

TY

WI

SE

CO

UN

TY

D A L L A S C O U N T

T A R R A N T C O U N T Y

CO

UN

TY

LIN

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ecatu

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o M

onta

gue

To

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To Haslet To Fort Worth To Fort WorthSouthlake City Limit NORMAL POOL ELEV 535.0’

SPILLWAY ELEV 560.0’

Co

un

tyL

ine

Ro

ad

Celina

City

Limit

To WhitesboroTo Oklahoma City

CARROLLTON

POP 40,595COPPELL

POP 3,826

WESTLAKE

POP 214

U.C

.

U.C

.

U.C

.

U.C

.

U.C

.

U.C

.

U.C

.

U.C

.

U.C

.

U.C

.

PA

RK

ING

AN

TE

NN

A

W/S

610.6

W/S

611.4

W/S

605.9

TA

NK

TA

NK

W/S

604.8

U.C

.

U.C

.

PO

OL

W/S

605.1

PIP

E

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IH 35 E

STATE SCHOOL RD.

ROBINSON RD.

PROPOSED RD.

PROPOSED RD.

FM2181

FM

2499

DENTON

STATE SCHOOL

BRIARCLIFF

ESTATES

WINBLETON

VILLAGE

OAKMONT

WYNSTONE

LAKE SHARON

ESTATES

BRYANT

BRANCH

PARK

LEGEND

1,000 - 2005 ADT

1,000 - 2025 ADT

2,800

4,900

2,000

3,600

1,400

2,600

100

200

9,3

00

16

,70

0

9,4

00

16

,90

0

800

1,500

9,3

00

16

,70

0

3,000

5,300

4,900

8,800

12

,00

0

21,4

00

3,500

6,200

2,300

4,200

200

400100

200

17,7

00

31

,60

0

100

200

2,900

5,200

4,200

7,500

5,900

10,500

700

1,300

700

1.300

700

1,300

5,900

10,500

4,600

8,200100

200

6,1

00

10

,90

0

4,600

8,200

4,600

8,200

4,4

00

7,9

00

4,200

7,500

4,8

00

8,7

00

4,8

00

8,7

00 100

200

4,600

8,200

Cemetery

Old Alton

PA

CIF

IC

SH

AD

Y

Shiloh

SHORES

DentonStateSchool

5.6

8.6

2181

C

DENTON

CIT

Y

LIM

IT

Cem

UNION

DENTON

SO

UT

HE

RN

FM

24

99

, S

TA

. 8

+1

9.6

5

PO

TT

ER

Y T

RIA

L,

EA

ST

BO

UN

D

FM

24

99

, S

TA

8+

88

.16

PO

TT

ER

Y T

RA

IL,

WE

ST

BO

UN

D

FM

24

99

, S

TA

. 1

0+

36

.73

PR

OP

OS

ED

10’x

6’

RC

B C

UL

VE

RT

FL

= 5

49.5

0

FM

24

99

, S

TA

. 1

7+

67

.40

PR

OP

OS

ED

3-1

0’x

6’

RC

B C

UL

VE

RT

FL

= 5

57

.50

FM

24

99

, S

TA

. 4

1+

19

.38

LA

KE

SH

AR

ON

DR

IVE

FM

2499, S

TA

. 47+

20.6

8

PR

OP

OS

ED

RO

AD

FR

OM

WH

AT

LE

Y P

LA

T

FM

2499, S

TA

. 70+

01.7

4

PIN

E H

ILL

S L

AN

E

FM

2499, S

TA

. 81+

42.6

7

PR

OP

OS

ED

3 -

4’x

2’

RC

B C

UL

VE

RT

S

FL

= 6

04

.34

FM

2499, S

TA

. 88+

40.0

0

PR

OP

OS

ED

4 -

6’x

4’

RC

B C

UL

VE

RT

FL

= 6

04

.85

FM

2499, S

TA

. 97+

69.6

5

PR

OP

OS

ED

2-8

’X3’

BO

X C

UL

VE

RT

S

FL

= 6

12

.70

FM

2499, S

TA

100+

.79.4

2

PR

OP

OS

ED

8’x

3’

RC

B C

UL

VE

RT

FL

= 6

13.7

1

FM

24

99

, S

TA

. 1

25

+4

5.8

2

ST

AT

E S

CH

OO

L R

D

FM

24

99

, S

TA

. 1

37

+4

2.5

8

PR

OP

OS

ED

6 -

10’x

5’

RC

B C

UL

VE

RT

FL

=5

96

.95

FM

24

99

, S

TA

.14

8+

49

.21

BR

IGH

TE

N R

OA

D

FM

2499, S

TA

. 99+

21.5

7

PR

OP

OS

ED

2 -

8’x

3’

RC

B C

UL

VE

RT

FL

= 6

13

.16

EXISTING GROUND

ALONG EAST ROW LINE

EXISTING GROUND

ALONG EAST ROW LINE

EXISTING GROUND

ALONG EAST ROW LINE

EXISTING GROUND

ALONG EAST ROW LINE

EXISTING GROUND

ALONG WEST ROW LINE

EXISTING GROUND

ALONG WEST ROW LINE

EXISTING GROUND

ALONG WEST ROW LINE

EXISTING GROUND

ALONG WEST ROW LINE

(+) 0.77%

(+) 6

.00%

(+) 6

.00%

(-) 2.00%

(-) 2.00% (+) 2.81%

(+) 2.81%(-) 1.17%

(-) 1.17% (+) 2.08%

(+) 2.08% (-) 2.01%

(-) 2.01% (+) 1.72%

(+) 1.72% (-) 1.06%

(-) 1.06% (+) 1.04%

(+) 1.04%(+) 0.51%

(+) 0.51%(+) 1.58%

(+) 1.58% (-) 3.36%

(-) 3.36%(+) 1.32%

(+) 1.32% (-) 0.50%

(-) 0.50% (+) 1.18%

(+) 1.18%(+) 0.52% (+) 0.52% (-) 0.50%

(-) 0.50%(+) 2.33%

(+) 2.33%

(+) 4.81%

(+) 4.81%

(-) 2.65%

(-) 2.65%

(-) 1.47%

(+) 2.00%(-) 0.50%

(-) 1.50%

(-) 2.36%

(-) 2.36%(+) 1.35%

(+) 1.35% (-) 1.14%

(-) 1.14% (+) 2.35%

(+) 2.35%

(+) 0.77%

FM

24

99

ST

A.

10

0+

42

.45

RO

BIN

SO

N R

OA

D

100 WSE

615.90

100 WSE

605.39

(-) 1.47%

(-) 4.87%

(-) 4.87%

(-) 0.35%(-) 0.35% (+) 0.35%

(-) 0.35%

(-) 0.35% (+) 1.11%

(+) 1.11%(+) 2.00%

100 YR WSE

555.76

100 YR WSE

564.57

FM

2499, S

TA

. 0+

32.3

6

EX

IST

ING

30

" R

CP

CU

LV

ER

T

FL

= 5

59

.20

FM

24

99

, S

TA

. 4

+0

2.9

5

EX

IST

. 2-3

6" R

CP

CU

LV

ER

T

FL

= 5

50

.00

(+

/-)

FM

24

99

, S

TA

. 155+

69.3

0

EX

IST

. 24" R

CP

CU

LV

ER

T

FL

=6

19

.50

(+

/ -)

(-) 1.98%

PV

C.S

TA

. 1+

10.0

0

EL

.= 5

63

.55

PV

T.S

TA

. 1+

90.0

0

EL

.= 5

62

.01

PVI.STA. 1+50.00

PVI. EL. = 562.95

V.C. = 80.00’

e = 0.09’

K = 94

PV

C.S

TA

. 2+

45.0

0

EL

.= 5

60.7

1

PV

T.S

TA

. 5

+5

5.0

0

EL

.= 559.1

5

PVI.STA. 4+00.00

PVI. EL. = 557.06

V.C. = 310.00’

e = -1.44’

K = 84

PV

C.S

TA

. 7

+0

0.0

0

EL

.= 5

61

.10

PV

T.S

TA

. 9

+8

0.0

0

EL

.= 5

61

.39

PVI.STA. 8+40.00

PVI. EL. = 562.99

V.C. = 280.00’

e = 0.87’

K = 112

PVI.STA. 13+20.00

PVI. EL. = 557.50

V.C. = 300.00’

e = -1.31’

K = 86

PV

C.S

TA

. 1

1+

70

.00

EL

.= 5

59

.22

PV

T.S

TA

. 1

4+

70

.00

EL

.= 5

61.0

3

PV

C.S

TA

. 1

6+

55

.00

EL

.= 5

65.3

8

PV

T.S

TA

. 17+

95.0

0

EL

.= 5

67

.57

PV

C.S

TA

. 19+

75.0

0

EL

.= 5

68.9

6

PV

RC

.ST

A.

24

+2

5.0

0

EL

.= 5

84.1

9

PVI.STA. 17+25.00

PVI. EL. = 567.03

V.C. = 140.00’

e = 0.28’

K = 88

PVI.STA. 22+00.00

PVI. EL. = 570.69

V.C. = 450.00’

e = -2.94’

K = 86

PVI.STA. 27+60.00

PVI. EL. = 604.29

V.C. = 670.00’

e = 6.70’

K = 84

PV

RC

.ST

A. 30+

95.0

0

EL

.= 5

97

.60

PV

T.S

TA

. 35+

45.0

0

EL

.= 5

99.4

3

PVI.STA. 33+20.00

PVI. EL. = 593.11

V.C. = 450.00’

e = -2.70’

K = 94

PVI.STA. 39+00.00

PVI. EL. = 609.40

V.C. = 360.00’

e = 1.79’

K = 90

PV

T.S

TA

. 40+

80.0

0

EL

.= 6

07.2

9

PV

C.S

TA

. 37+

20.0

0

EL

.= 6

04.3

4

PV

C.S

TA

. 4

1+

35

.00

EL

.= 6

06.6

4

PV

RC

.ST

A.

44

+1

5.0

0

EL

.= 6

07

.91

PVI.STA. 42+75.00

PVI. EL. = 605.00

V.C. = 280.00’

e = -1.34’

K = 86

PVI.STA. 46+00.00

PVI. EL. = 611.75

V.C. = 370.00’

e = 1.89’

K = 90

PV

T.S

TA

. 47+

85.0

0

EL

.= 6

08.0

3

PV

C.S

TA

. 48+

30.0

0

EL

.= 6

07

.12

PV

T.S

TA

. 51+

70.0

0

EL

.= 6

06.6

3

PVI.STA. 50+00.00

PVI. EL. = 603.70

V.C. = 340.00’

e = -1.59’

K = 91

PV

C.S

TA

. 54+

60.0

0,

EL

.= 6

11

.62

PVI.STA. 56+10.00

PVI. EL. = 614.20

V.C. = 300.00’

e = 1.04’

K = 108

PV

T.S

TA

. 57+

60.0

0

EL

.= 6

12

.61

PVI.STA. 62+60.00

PVI. EL. = 607.30

V.C. = 280.00’

e = -0.73’

K = 133

PV

C.S

TA

. 6

1+

20

.00

EL

.= 6

08

.79

PV

T.S

TA

. 64+

00.0

0

EL

.= 6

08

.76

PVI.STA. 68+00.00

PVI. EL. = 612.92

V.C. = 80.00’

e = 0.05’

K = 151

PV

C.S

TA

. 67+

60.0

0

EL

.= 6

12

.51

PV

T.S

TA

. 68+

40.0

0

EL

.= 6

13

.13

PV

C.S

TA

. 7

2+

40

.00

EL

.= 6

15

.18

PV

T.S

TA

. 73+

60.0

0

EL

.= 6

16.4

3

PVI.STA. 73+00.00

PVI. EL. = 615.48

V.C. = 120.00’

e = -0.16’

K = 113

PVI.STA. 76+50.00

PVI. EL. = 621.00

V.C. = 400.00’

e = 2.47’

K = 81

PV

C.S

TA

. 7

4+

50

.00

EL

.= 6

17.8

5

PV

RC

.ST

A.

78

+5

0.0

0

EL

.= 6

14.2

9

PVI.STA. 80+40.00

PVI. EL. = 607.91

V.C. = 380.00’

e = -2.22’

K = 81

PV

T.S

TA

. 82+

30.0

0

EL

.= 6

10

.42

PVI.STA. 85+00.00

PVI. EL. = 614.00

V.C. = 200.00’

e = 0.46’

K = 110

PV

C.S

TA

. 8

4+

00

.00

EL

.= 6

12

.68

PV

T.S

TA

. 86+

00.0

0

EL

.= 6

13.5

0

PV

C.S

TA

. 8

9+

70

.00

EL

.= 6

11.6

5

PV

T.S

TA

. 9

1+

30

.00

EL

.= 6

12

.19

PVI.STA. 90+50.00

PVI. EL. = 611.25

V.C. = 160.00’

e = -0.34’

K = 95

PVI.STA. 97+00.00

PVI. EL. = 618.86

V.C. = 80.00’

e = 0.07’

K = 122

PV

C.S

TA

. 9

6+

60

.00

EL

.= 6

18.4

5

PV

T.S

TA

. 9

7+

40

.00

EL

.= 6

19

.14

PVI.STA. 100+00.00

PVI. EL. = 620.50

V.C. = 120.00’

e = 0.15’

K = 117

PV

C.S

TA

. 9

9+

40

.00

EL

.= 6

20

.19

PV

T.S

TA

. 1

00

+6

0.0

0

EL

.= 6

20.2

0

PV

C.S

TA

. 101+

25.0

0

EL

.= 6

19

.88

PV

T.S

TA

. 103+

75.0

0

EL

.= 6

22

.16

PVI.STA. 102+50.00

PVI. EL. = 619.25

V.C. = 250.00’

e = -0.89’

K = 88

PVI.STA. 108+40.00

PVI. EL. = 633.00

V.C. = 260.00’

e = -0.81’

K = 105

PV

C.S

TA

. 107+

10.0

0

EL

.= 6

29

.97

PV

T.S

TA

. 109+

70.0

0

EL

.= 6

39

.25

PV

C.S

TA

. 110+

10.0

0

EL

.= 6

41.1

7

PV

T.S

TA

. 1

17

+1

0.0

0

EL

.= 6

48

.71

PVI.STA. 113+60.00

PVI. EL. = 658.00

V.C. = 700.00’

e = 6.53’

K = 94

PV

C.S

TA

. 117+

95.0

0

EL

.= 6

46

.46

PV

T.S

TA

. 1

19

+0

5.0

0

EL

.= 6

44.1

9

PVI.STA. 118+50.00

PVI. EL. = 645.00

V.C. = 110.00’

e = -.0.16’

K = 93

PVI.STA. 122+50.00

PVI. EL. = 639.86

V.C. = 340.00’

e = 1.45’

K = 100

PVI.STA. 128+50.00

PVI. EL. = 608.18

V.C. = 400.00’

e = -2.26’

K = 88

PVI.STA. 135+50.00

PVI. EL. = 605.73

V.C. = 70.00’

e = -0.06’

K = 100

PV

T.S

TA

. 137+

80.0

0

EL

.= 6

06

.26

PV

C.S

TA

. 137+

00.0

0

EL

.= 6

06

.26

PV

C.S

TA

. 1

26

+5

0.0

0

EL

.= 6

17

.93

PV

T.S

TA

. 130+

50.0

0

EL

.= 6

07.4

8

PV

C.S

TA

. 1

20

+3

0.0

0

EL

= 6

42.3

6

PV

T.S

TA

. 1

23

+7

0.0

0

EL

.= 6

31.5

8

PV

C.S

TA

. 1

35

+1

5.0

0

EL

.= 6

05

.86

PV

T.S

TA

. 135+

85.0

0

EL

.= 6

05

.86

PV

C.S

TA

. 1

39

+3

5.0

0

EL

.= 6

05

.72

PV

T.S

TA

. 1

40

+6

5.0

0

EL

.= 6

06

.21

PV

C.S

TA

. 1

43

+5

0.0

0

EL

.= 6

09.3

7

PV

T.S

TA

. 1

44

+5

0.0

0

EL

.= 6

10

.92

PVI.STA. 137+40.00

PVI. EL. = 606.40

V.C. = 80.00’

e = 0.07’

K = 114

PVI.STA. 144+00.00

PVI. EL. = 609.92

V.C. = 100.00’

e = -0.83’

K = 112

PVI.STA. 140+00.00

PVI. EL. = 605.49

V.C. = 130.00’

e = -0.24’

K = 89

PV

C.S

TA

. 1

48

+6

5.0

0

EL

.= 6

19

.22

PVI.STA. 151+65.00

PVI. EL. = 625.22

V.C. = 600.00’

e = 1.87’

K = 241

PV

T.S

TA

. 1

55

+9

5.0

0

EL

.= 6

22

.13

563.7

2

561.7

7

559.6

0

558.5

0

558.5

9

559.7

6

561.1

0

562.0

1

56

2.0

2

56

1.1

6

560.0

2

558.9

2

558.7

1

559.6

7

561.7

4

56

4.0

9

56

6.3

3

567.6

1

56

8.3

8

569.1

9

57

0.8

3

57

3.6

3

577.6

0

582.7

3

588.3

5

59

2.8

6

59

6.1

8

59

8.3

0

599.2

3

59

8.9

6

59

7.5

0

59

6.0

9

59

5.7

5

59

6.4

8

59

8.2

7

60

0.9

7

603.7

8

606.2

4

60

7.6

1

60

7.8

7

607.0

5

606.1

3

606.2

9

60

7.6

1

609.2

7

609.8

6

60

9.3

4

60

7.7

3

605.9

8

60

5.2

9

60

5.6

9

60

7.1

4

60

8.8

6

610.5

9

61

2.2

3

61

3.1

2

61

3.0

8

612.1

8

611.

12

61

0.0

6

60

9.0

0

608.1

8

60

8.0

9

60

8.7

6

60

9.8

0

61

0.8

4

61

1.8

8

61

2.8

7

61

3.4

3

61

3.9

5

614.4

6

61

4.9

7

615.6

4

61

7.0

6

618.4

8

61

8.8

2

617.9

3

615.8

1

61

2.7

6

61

0.6

4

609.7

4

610.0

8

611.3

5

61

2.6

8

61

3.5

4

61

3.5

0

61

3.0

0

612.5

0

61

2.0

0

611.5

5

611.8

9

613.0

2

61

4.2

0

615.3

8

616.5

6

61

7.7

4

61

8.8

6

619.4

5

61

9.9

8

620.3

5

62

0.0

0

61

9.8

2

62

0.7

3

62

2.7

5

625.0

8

62

7.4

1

62

9.7

4

632.4

5

63

6.1

2

640.6

9

64

5.0

7

648.3

8

650.6

3

651.8

2

651.9

4

65

0.9

9

648.9

7

646.3

3

64

4.2

7

642.8

0

64

1.0

9

63

8.4

2

63

4.7

4

630.1

2

625.2

4

62

0.3

7

615.6

4

611.8

9

609.2

8

60

7.8

0

607.3

1

606.9

6

60

6.6

1

606.2

6

605.9

1

605.9

1

606.2

6

60

6.1

9

605.8

4

605.7

3

606.6

0

60

7.7

1

608.8

1

61

0.0

3

611.9

2

61

3.9

2

615.9

2

61

7.9

2

61

9.8

9

621.5

4

62

2.7

7

623.5

9

623.9

9

623.9

7

623.4

9

62

2.0

3

PVI.STA. 155+30.00

PVI. EL. = 623.41

V.C. = 130.00’

e = -0.24’

K = 88

PV

RC

.ST

A.

15

4+

65

.00

EL

.= 6

23

.74

56

3.1

56

0.2

556.2

55

3.9

555.6

55

8.2

557.2

555.2

555.1

550.4

550.9

551.2

552.7

552.6

552.8

56

1.7

569.2

56

2.2

56

2.0

565.2

569.4

572.6

574.2

579.3

58

6.0

593.8

60

0.6

60

5.0

602.7

59

7.9

595.2

59

3.9

592.9

59

3.9

59

7.1

60

0.9

60

3.9

606.8

609.1

60

9.3

607.6

60

6.3

605.4

60

6.0

60

9.0

611.9

61

0.3

60

8.0

606.8

60

5.2

606.7

60

8.0

609.6

611.2

612.9

612.9

612.6

610.6

610.6

609.8

60

8.2

607.3

607.4

60

8.4

611.

1

61

3.0

61

4.8

61

5.8

615.9

616.9

61

6.8

616.6

616.1

61

7.7

618.9

62

0.0

618.5

61

5.3

610.9

607.9

607.2

60

7.8

60

9.2

611.0

612.9

612.5

60

8.6

607.1

607.5

60

8.9

610.5

612.7

614.6

61

5.3

61

4.8

615.5

615.9

615.2

614.1

617.0

619.1

62

0.1

62

2.9

624.6

625.1

62

7.8

63

0.2

63

1.9

63

5.6

64

0.3

64

6.3

651.5

65

3.2

65

1.7

650.9

650.6

649.4

646.9

644.2

642.6

640.8

637.9

63

4.1

629.4

62

8.4

62

0.4

614.9

61

1.7

610.6

60

8.9

607.5

60

6.3

60

5.3

604.5

60

3.9

60

3.8

60

3.9

60

4.0

604.1

604.8

606.1

607.4

608.7

610.6

612.6

614.6

616.6

618.7

62

0.5

62

2.0

62

3.0

62

3.8

62

4.0

62

3.8

62

2.4

621.6

621.7

621.8

62

2.9

IH-3

5

RO

BIN

SO

N R

OA

D (

80F

T R

.O.W

.)

CA

B E

, P

G. 278 -

P.R

.D.C

.T.

OAKMONT II - SECTION I

LENNOX OAK II L.P.

CAB. P, PG. 367

P.R.D.C.T.

REMAINDER

PULTE HOMES OF TEXAS, L.P.

59.242 ACRES

CC # 98 - R0062410

R.P.R.D.C.T.

MEL WHEELER, ET UX

VOL. 1054, PG. 17

D.R.D.C.T.

REMAINDER

PULTE HOMES OF TEXAS, L.P.

CC #98-R0062410

R.P.R.D.C.T.

OAKMONT GOLF COURSE

TRACT ONE

OAKMONT MANAGEMENT CORP.

CC #92-R0077134

R.P.R.D.C.T.

WYNSTONE AT OAKMONT, PH I

CAB. Q, PG. 320

CC# 99-R0087859

R.P.R.D.C.T.

NOWLIN RD.

PA

LM

ET

TO

CO

UR

T

ALDERBROOK DR.

PIN

E H

ILL

S

LN

HAYLING WAY

CR

EN

SH

AW

LN

.

N50%

%d10’2

7"W

257.8

379

BANNER CHEVROLET CO.

(OWNER)

STATE SCHOOL ROAD

100’ ROW

WIMBLETON VILLAGE

PH III

BLOCKS 8 AND 9

CAB. B, PG. 350

10’

WA

TE

R &

SE

WE

R E

ASE

ME

NT

VO

L. 657/P

G. 735

60’ GENERAL UTILITY AND

ACCESS EASEMENT

DEVELOPED

REGAL DR.

50’ ROW

BRIERCLIFFSUBDIVISION

SECT. 1, BLOCK 3

BR

IER

CL

IFF

SU

BD

IVIS

ION

SE

CT

. 1, B

LO

CK

4

110’

CH

AN

NEL

WIM

BLETO

N V

ILLA

GE, P

H V

CA

B B

, PG

. 309

BLOCK 10

WIMBLETON VILLAGE, PH V

CALUSA DEVELOPMENTS INC.

(OWNER)CAB. B, PG. 309

BLOCKs 1 & 2

WIMBLETON VILLAGE, PH I

CAB. A, PG.434-1

WESSEX COURT

WIM

BL

ET

ON

BL

VD

.

80 R

.O.W

.

LENNOX OAK II L.P.

INST. # 97-ROO89915

BRYANT BRANCH PARK

CAB. E, SLIDE 207 & 208

FM

2181

VA

RIA

BL

E W

IDT

H R

.O.W

.

TRACT 17B

CATHERINE A. NEWMAN

VOL. 95, PG. 9869

D.R.D.C.T.

CATHERINE A. NEWMAN

VOL. 96, PG. 11649

D.R.D.C.T.

TRACT 18

R.W. CROWNOVER, DVM and wife, MYRA CROWNOVER

VOL. 2315, PG. 591

D.R.D.C.T.

B. M

ER

CH

AN

T S

UR

VE

Y

AB

ST

RA

CT

No. 800

DAN HAMPTON

VOL. 918, PG.102

2.50 AC

ROCKY M. MC MINN

VOL. 918, PG.107

2.50 AC

REMAINDER

THOMAS T. KIRBY, ET UX

VOL. 382, PG. 539

D.R.D.C.T.

80.50 AC.

ROCKY J. MC MINN

VOL. 1062, PG.243

0.867 AC

RO

BIN

SO

N R

OA

D

PU

BL

IC R

OA

D.

ST

AN

FO

RD

DR

.

MA

RQ

UE

TT

E D

R.

VIL

LA

NO

VA

DR

.

ST

. JO

HN

S D

R.

HARVARD DR.

5275

THOMAS T. KIRBY, JR.

AVA JOYCE KIRBY

VOL. 918, PG. 105

TRACT II

TOM D. JESTER, JR.

VOL. 422, PG. 825

22 ACRES

TRACT I

4.290 ACRES

16’ UTIL.

ESMT.


SECT. 1, BLOCK 1, LOT 2

CAB. A-105-2, P19

16’ UTIL.

ESMT.

OSCAR BLANKMEYER, JR.

VOL 1187, PG. 562

83.604 ACRES

HERSCHEL V. FORESTER

VOL 605, PG. 622

37.817 ACRES

5361

BRYANT BRANCH PARK(CAB. E, PG. 207)

TRACT I - HICKORY CREEK

CMH PARKS

VOL. 3126, PG. 0737

LENNOX OAK II L.P.

INST.# 97-ROO89915

R.P.R.D.C.T.

EXXON

STA.

PINNELL-FORD L.C.

CC#97-R0025994

65.132 AC.

R.P.R.D.C.T.

JOHN E. WHATLEY AND WIFE

JUANITA S. WHATKEY

VOL 588, PG. 109

37.08 ACRES

CALUSA

DEVELOPMENTS, INC.

(OWNER)

LOT 1, BLK. A

BRIERWOOD

VOLUME M. PG. 263

P.R.D.C.T.

20’ DRA

INA

GE EA

SMT.

16’ DRAINAGE EASEMENT

26’

SA

NIT

AR

Y S

EW

ER

EA

SM

T.

BR

IGH

TO

N D

R.

50’

RO

W

30’ STREET DEDICATION

30’ STREET DEDICATION

FUTURE

120’ ROW

FUTURE 120’ R.O.W.

TO BE DEDICATED

60’ BRAZOS RIVER

TRANSMISSION ELECTRIC

COOPERATIVE EASEMENT

VO

L. 386, PG.59, D

RDCT

10’ UTILITY EASEMENT

FU

TU

RE

R.O

.W. T

O B

E D

ED

ICA

TE

D

FO

R F

UT

UR

E L

AK

E S

HA

RO

N D

RIV

E

CITY OF DENTON

TOWN OF CORINTH

TO

WN

OF

CO

RIN

TH

TO

WN

OF

CO

RIN

TH

CIT

Y O

F D

EN

TO

N

DE

NT

ON

CO

UN

TY

DENTON COUNTY

DE

NT

ON

CO

UN

TY

CIT

Y O

F D

EN

TO

N

CITY OF DENTON

DENTON COUNTY

TO

WN

OF

CO

RIN

TH

CIT

Y O

F D

EN

TO

N

DENTON COUNTY

CITY OF DENTON

TOWN OF CORINTH

TOWN OF CORINTH

DENTON COUNTY

CITY OF DENTON

CIT

Y O

F D

EN

TO

N

BARREL STRAP LN.

PO

TT

ER

Y T

RA

IL

SO

UT

H P

OT

TE

RY

TR

AIL

KIL

N D

R.

LAKE SHARON LP.

VOL. 4262, PG. 00138

DATE 1-25-99

ACLP SWISHER ROAD COMMERCIAL, L.P.

VOL. 4262, PG.00121

DATE 1-25-99

ATILA CONSTRUCTION COMPANY, L.P.

VOL. 4008, PG. 502

DATE 1-13-98

J.C

. PA

RK

ER

SU

RV

EY

, A

BSTR

AC

T N

O. 47

LAKE SHARON, L.P.

PLUTE HOMES OF TEXAS L.P.

VOL.4169 PG.1356

98-080867

Vol.1615 Pg.51

Jerry Kirby

KAATZ

VOL.4235 PG.409

CARTER

VOL.1367 PG. 417

TRACT III


SECT. 1, BLOCK 1, LOT 1

CAB. A-105-2, P19, 2.002 AC.

NO

WL

IN R

D.

30’ R

.O.W

.

DENTON

STATE SCHOOL

VOL. 435 PG. 12

D.R.D.C.

201.38 AC.

DENTON

STATE SCHOOL

VOL. 435 PG. 12

D.R.D.C.

201.38 AC.

BRIERCLIFF PARK

CITY OF DENTON (11.11 AC.)

PARKS AND RECREATION DEPARTMENT

(ANNUAL LEASE AGREEMENT BETWEEN

CITY OF DENTON AND DENTON STATE

SCHOOL)

R.H. MITCHELL

20’SANI. SEWER EASEMENT

VOL. 1121 PG. 33

PRIMECO LEASE AREA

VOL. 4177 PG. 00306

100’ ELECTRIC CO. EASEMNT

VOL. 373 PG. 246

75’ ELECTRIC CO. EASEMNT

VOL. 1139 PG. 760

LAKE SHARON,L.P. , VOL.4262,PG00143

TIM

BE

RG

LE

N C

O.

VO

L.2

881,P

G.4

36

LAKE SHARON, L.P.

VOL. 4017 PG. 0875

DATE 1-27-98

110’ STREET DED

ICATIO

N

4.391 ACRES 120’ R.O.W. DEDICATION

ROBINSON OAKS

34.106 ACRES

CAB. U, PG. 892-893

70’ GEN

ERAL U

TILITY

AN

D A

CC

ESS EASEM

ENT

16’ UTIL. EASMT.

YA

LE

DR

.

CIT

Y O

F D

EN

TO

N

DE

NT

ON

CO

UN

TY

CURVE C3

CURVE C1

CURVE C4

CURVE C5

CURVE C6

CURVE C7

CURVE C9

CURVE C10

CURVE C11

CURVE C12

CURVE C2

CURVE C8

CURVE C13

N 0^ 47’ 56" E

144.19’

N 2^ 39’ 15" E

114.30’

N 0^ 47’ 45" E

533.65’

N 3

6^ 23’ 4

2" W

194.12’

N 0^ 59’ 11" E

1,169.02’

N 26^ 33’ 12" W

323.43’

N 2^ 09’ 21" W

982.62’

N 8^ 02’ 54" W

304.75’

N 36^ 18’ 43" E

897.47’

N 28^ 05’ 45" E556.61’

N 0^ 53’ 24" W

954.09’

N 28^ 22’ 53" E681.58’

N 1^ 59’ 28" E

2,442.85’

N 39^ 40’ 18" E

299.86’

PO

T.S

TA

.0+

03.1

7

PC

.ST

A.1

+47.3

6

PT

.ST

A.1

+82.9

8

PC

.ST

A.2

+97.2

8

PT

.ST

A.3

+32.9

5

5+00

PC

.ST

A.8

+66.6

1

10+00

15+00

PT.S

TA

.15+

80.6

2

PC.S

TA

.17+

74.7

4

20+00

PT

.ST

A.2

4+

92.4

2

25+00

30+00

35+00

PC

.ST

A.3

6+

61.4

4

40+00

PT

.ST

A.4

1+90.1

6

45+00

PC

.ST

A.4

5+13.5

9

50+00

PT

.ST

A.5

1+

94.9

1

55+00

60+00

PC

.ST

A.6

1+

77.5

2

PT

.ST

A.6

2+

90.6

5

65+00

PC

.ST

A.6

5+

95.4

1

70+00

PT

.ST

A.7

4+47.0

6

75+00

80+00

PC

.ST

A.8

3+44.5

3

85+00

PT

.ST

A.8

5+

16.6

0

90+00

PC

.ST

A.9

0+

73.2

1

95+00

PT

.ST

A.9

7+

81.4

7

100+00

105+00

PC

.ST

A.1

07+

35.5

6

110+00

115+00

PT

.ST

A.1

16+

75.5

9

120+00

PC

.ST

A.1

23+

57.1

7

125+00

PT

.ST

A.1

28+

63.8

3

130+00

135+00

140+00

145+00

150+00

PC

.ST

A.1

53+

06.6

8

155+00

PT

.ST

A.1

56+35.5

0

PO

T.S

TA

.159+35.3

7

100+00

105+00

Gregory

3.7

Whi

te

Creek

Clear

Creek

Fla

tC

reek

4.9

Union

Hill

AT

& S

F R

Y

4.0

Tyson

PILOT POINT

2.0

1.8

1.2

1.0

1.5

0.2

2.4

0.3

1.3

POP 2,538

COUNTY

LINE

ROAD

4.4

5.7

10.9

Bra

nch

2.4

DENTON

SANGER

Paddock

Lake

4.0

POP 3,508

POP 66,270

3.0

NORMAL POOL ELEVATION 632.5’

0.6

0.6

0.5

0.5

TRIN

ITY

RIV

ER

EL

M

FO

RK

RAY ROBERTS LAKE

AUBREY

4.7

0.5

PA

CIF

IC

KRUGERVILLE

RA

ILR

OA

D

PARVIN

POP 1,138

POP 735

UN

ION

Bra

nch

Elm

Cre

ek

1.2

STONY

5.92.1

5.2

DROP

Stony

PONDER

AT

& S

F R

Y

POP 432

DENTON

MUNICIPAL

AIRPORT

RY

M-K-T

RR SHADY SHORES

CORINTH

OAK POINT

CROSS

ROADS

RY

Cooper

Creek

Pecan

Creek

LE

WIS

VIL

LE

POP 361

POP 645

POP 1,045

POP 3,944

LINCOLN

PARK

NAVO

LITTLE ELM

LAKEWOOD

VILLAGE

Bra

nch

Aly

ne

Bra

nch

Doe

Pan

ther

Cottonwood

POP 287

POP 1,255

POP 169

Creek

Bra

nch

Cre

ek

JUSTIN

AT

CH

ISO

N,

TO

PE

KA

AN

D

SA

NT

A F

E

RA

ILW

AY

NORTH-

LAKE

5.0

6.7

5.1

POP 250

POP 1,234

ARGYLE

POP 1,575

CORRAL

CITY

POP 46

RR

BARTONVILLE

POP 849

MARSHALL

CREEK

ROANOKE

POP 910

TROPHY

CLUB

Finch

er

Br

Creek

GRAPEVINE

LAKE

POP 315

LAKE

DALLAS

HICKORY

CREEK

COPPER

CANYON

DOUBLE

OAK

HIGHLAND

VILLAGE

FLOWER

MOUND

POP 3,656

POP 978

ATCHISON, TOPEKA AND SANTA FE

RAILWAY

MIS

SO

UR

I -

KA

NSA

S -

TEX

AS

RA

ILR

OA

D

THE

COLONY

ELM

FO

RK

TRINITY

RIVER

HEBRON

Dallas

Limit

City

BN

RR

POP 214

B377

E

Hickory

North

South

Hickory

BoomBranch

BOLIVAR

KRUM

Duck

Creek

Clear

Moore

s

Branch

Milam

POP 1,542

X

B35

Creek

Creek

Bra

nch

Culp

MUSTANG

Little

Cre

ek

Must

ang

Pecan

Cre

ek

Running

Cre

ek

Branch

Den

ton

Creek

Dry

Fork

Hickory

Creek

Cre

ek

Hickory

Creek

AT

& S

F

A T

&

S F

6

HACKBERRY

POP 200

Silver

Creek

Trail

Creek

Denton

Catherine

Branch

Harriet

Creek

Creek

Henri

etta

Cr

Timber

Creek

Timber

POP 1,664

POP 15,527

NORMAL POOL ELEVATION 515.0’

LAK

E

Stewart

India

n

Cre

ek

POP 46,521

WESTLAKENORMAL POOL ELEV 535.0’

2450

51

455

455

377

455

1173

2450

156

455

455

2164

3163

77

77

35

455

455

428

428

2153

2153

2164

2164

2931

1385

1385

377

455

428

428

3524

428

380

380

2622

2449

156

156

380

377

426

380377

2181

2181

35E

77

2931

377

380

424

720

1385

720

720

380

156

407

407

114

114

1384

35W

156

35W

407

407

407

1830

1171

1171

377

544

121

35

77

455

1173

1173

288 288

1515

1830

2449

407

1171

3040

2499

121

1171

2281

3040 35E

77

121

423

114

1702499

121

720

2934

455

POP 22,113

Frisco

CityLimit

544

Southlake City LimitSouthlake City Limit

Fort

Worth

City

Limit

377

POP 3,922

U P

423

423

423

LEWISVILLE

1171

Cit

y

Limit

Carr

ollto

n

288

Cr

RAY ROBERTS

LAKE STATE

RECREATION

AREA

LAKE

LEWISVILLE

STATE

RECREATION

AREA

2281

AT &

SF

RY

SCALE: 1"=100’

0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00

540

550

560

570

580

590

600

610

620

630

640

650

540

550

560

570

580

590

600

610

620

630

640

650

IH 35E

TRAFFIC DIAGRAM

LEGEND

TEXAS DEPARTMENT OF TRANSPORTATION

TYPICAL SECTION FM 2499N.T.S.

N

N.T.S.

548

LIMITS OF 100 YR

FLOOD BOUNDARY

LIMITS OF 100 YR

FLOOD BOUNDARY

LIMITS OF 100 YR

FLOOD BOUNDARY

LIMITS OF 100 YR

FLOOD BOUNDARY

LIMITS OF 100 YR

FLOOD BOUNDARY

LIMITS OF 100 YR

FLOOD BOUNDARY

590

600

620

SCALE

H: 1"=100’

V: 1"=10’

AREA UNDER CONSTRUCTION

AREA UNDER CONSTRUCTION

8" SS

GAS

12" W

FIBER OPTIC

NOTES

PROPOSED DRAINAGE

EASEMENT

PROPOSED DRAINAGE

EASEMENT

PROPOSED DRAINAGE

EASEMENT

PROPOSED DRAINAGE

EASEMENT

PROPOSED DRAINAGE

EASEMENT

PROPOSED DRAINAGE

EASEMENT

PROPOSED DRAINAGE

EASEMENT

PROPOSED DRAINAGE

EASEMENT

PROPOSED DRAINAGE

EASEMENT

TEXAS DEPARTMENT OF TRANSPORTATION

\avo 18082\, DGN=schm082.dgn, REF= 082align.dgn, 082pav.dgn, 99191-2d.dgn

STA

TE S

CH

OO

L R

D.

RO

BIN

SO

N R

OA

D

PU

BL

IC R

OA

D.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O

.W.

PROPO

SED R

.O.W

.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPO

SED R.O

.W.

PROPO

SED R.O

.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

FM 2499, STA. 126+60.36

STATE SCHOOL RD

FM 2499, STA. 137+42.58

PROPOSED 6 - 10’x5’ RCB

FM 2499, STA. 148+49.21

BRIGHTON ROAD

FM 2499, STA. 155+69.30

EXTEND EXISTING 24"RCP

AND INSTALL S.E.S.

FM 2499, STA. 100+42.52

ROBINSON ROAD

FM 2499, STA. 100+79.42

EXTEND EXISTING 8’x3’ RCB

AND INSTALL HEADWALL

@ WEST END.

FM 2499, STA. 97+69.65

PROPOSED 2 - 8’X3’ RCB CULVERT

FM 2499, STA. 88+40.00

PROPOSED 4 - 6’x4’ RCB CULVERT

W\ HEADWALLS

FM 2499, STA. 70+01.74

PINE HILLS LANE

FM 2499, STA. 47+20.68

PROPOSED ROAD FROM

WHATLEY PLAT

FM 2499, STA. 41+19.38

LAKE SHARON DRIVE

FM 2499, STA. 17+67.40

PROPOSED 3-10’ x 6’ RCB CULVERT

FM 2499, STA. 10+36.73

PROPOSED 10’x6’ RCB CULVERT

FM 2499, STA. 8+88.16

POTTERY TRAIL, WESTBOUND

FM 2499, STA. 8+19.65

POTTERY TRAIL, EASTBOUND

FM 2499, STA. 0+32.36


AND INSTALL 2 - SLOPED

END SECTIONS ( S.E.S.)

PR

OP

OS

ED

RO

AD

FM 2499, STA. 99+21.57

PROPOSED 2 - 8’X3’ RCB CULVERT

FM 2499, STA. 81+42.67

PROPOSED 3 - 4’ x 2’ RCB CULVERT

FM 2499, STA. 4+02.95

EXTEND EXISTING 2-36"RCP

AND INSTALL 4 - S.E.S.

FM 2499, STA. 8+55.29


AND INSTALL S.E.S. AND

2-10’ CURB INLETS

PROPOSED DRAINAGE

EASEMENT

FM 2499

FM 2499

FM 2499

FM 2499

FM 2499

FM 2499

EXISTING CONTOURS

EXISTING PAVEMENT EDGE

EXISTING UTILITY EASEMENT

PROPOSED DRAINAGE EASEMENT

PROPOSED FM2499 CENTERLINE

DRAINAGE DIRECTION

PROPOSED NOISE WALL

PROPOSED

HICKORY CREEK RD.

BY OTHERS

110’

ROW

130’

ROW

60’70’

120’ ROW

120’ ROW

120’ ROW

120’ ROW

120’ ROW

120’ ROW

PROPOSED DENTON

STATE SCHOOL

ENTRANCE

EXISTING R.OW.

PROPOSED R.OW.

DIRECTION OF TRAFFIC

EXISTING PROPERTY LINE

EXISTING LOT LINE

FUTURE LOT LINE

GRADING LIMITS

SURVEY LINE

CITY LIMITS

100 FLOODPLAIN LIMITS

100 YR FLOOD ELEVATION

EXISTING PAVEMENT

PROPOSED PAVEMENT

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FIBER OPTICS

PROPOSED STORM SEWER

EXISTING POWER POLE

EXISTING SANITARY SEWER MANHOLE

LAKE SHARON

SCREENING WALL

BY OTHERS

STA 156+17.59, END PROJECT

CSJ 2681-01-012

STA 0+12.94, BEGIN PROJECT

CSJ 2681-01-012

ST

A 0

+1

2.9

4,

BE

GIN

PR

OJE

CT

CS

J 2

68

1-0

1-0

12

SCALE

H: 1"=100’

V: 1"=10’

STA 0+12.94 TO 156+41.39

SIGNALIZED

INTERSECTION

515’ R 515’ R

TAPER

STORAGE270.00’ (TYP.)

156.76’ (TYP.)

EXISTING GROUND

AT PGL

PROPOSED TOP OF PAVEMENT

AT PGL

EXISTING GROUND

AT PGL


AT PGL


AT PGL

EXISTING GROUND

AT PGL

EXISTING GROUND

AT PGL


AT PGL


AT PGL

EXISTING GROUND

AT PGL


AT PGL

N

FU

TU

RE

FM

24

99

SE

CT

ION

5F

UT

UR

E F

M 2

49

9

SE

CT

ION

5

FM 2181

STA 0+12.94, BEGIN PROJECT

CSJ 2681-01-012

STA 156+12.78, END PROJECT

CSJ 2681-01-012

IH 35 E

N.T.S.

LOCATION MAP

IH 35 E

100.0’ (TYP.)

STORAGE TAPER156.76’ (TYP.)

515’ R515’ R

TYPICAL LEFT TURN BAYNON-SIGNALIZED INTERSECTIONS

ENGINEERS . ARCHITECTS . SCIENTISTS . PLANNERS . SURVEYORS

c 2010 BY TEXAS DEPARTMENT OF TRANSPORTATION

ALL RIGHTS RESERVED

PROJECTED TRAFIC VOLUMES

OBTAINED FROM TxDOT,

TRANSPORTATION PLANNING

& PROGRAMMING

ON JANUARY, 2001

SCALE: 1"=100’

END PROPOSED NOISE

ATTENUATION WALL

STA.7+88.05, 56.0’ RT.

BEGIN PROPOSED NOISE

ATTENUATION WALL

STA.5+00.00, 56.0’ RT.


ATTENUATION WALL

STA.9+20.79, 56.0’ RT.

END PROPOSED NOISE

ATTENUATION WALL

STA.13+00.00, 56.0’ RT.


ATTENUATION WALL

STA.21+00.00, 56.0’ LT.END PROPOSED NOISE

ATTENUATION WALL

STA.29+00.00, 56.0’ LT.

FM 2499, STA. 54+77.45

HICKORY CREEK RD.

160+00

END PROPOSED NOISE

ATTENUATION WALL

STA.69+64.16, 56.0’ RT.


ATTENUATION WALL

STA.58+37.19, 56.0’ RT.

END PROPOSED NOISE

ATTENUATION WALL

STA.78+00.00, 56.0’ RT.


ATTENUATION WALL

STA.70+77.65, 56.0’ RT.

EXISTING DENTON STATE

SCHOOL ENTRANCE TO

BE ABANDONED

END PROPOSED NOISE

ATTENUATION WALL

STA.136+00.00, 56.0’ RT


ATTENUATION WALL

STA.100+83.52, 56.0’ RT.

END PROPOSED NOISE

ATTENUATION WALL

STA.117+00.00, 56.0’ RT.

DALLAS DISTRICT

WILLIAM L. HALE, P.E., DISTRICT ENGINEER

DALLAS DISTRICT

WILLIAM L. HALE, P.E., DISTRICT ENGINEER

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

ST

A 1

56+

17.5

9, E

ND

PR

OJE

CT

MA

TC

H E

XIS

TIN

G P

AV

EM

EN

T

CS

J 2

68

1-0

1-0

12

FM 2499 CENTERLINE DATA

1.) THE FLOODPLAIN BOUNDARY LIMITS WAS OBTAINED

FROM FIRM COMMUNITY-PANEL NUMBERS:

48121C0386 E, APRIL 2, 1997

48121C0387 E, APRIL 2, 1997

48121C0388 E, APRIL 2, 1997

48121C0389 E, APRIL 2, 1997

2) ADDITIONAL MEDIAN OPENINGS LOCATIONS TO BE

DETERMINED IN THE PS&E IN COORDINATION WITH THE

COUNTY OF DENTON AND CITY OF CORINTH.

3.) IMPACT TO JURISDICTIONAL WATERS IS LESS THAN 0.10

ACRES AND WILL BE HANDLED WITH NATIONWIDE PERMIT 14.

4.) DURING CONSTRUCTION AND AFTER PROJECT COMPLETION,

BEST MANAGEMENT PRACTICES WILL BE FOLLOWED IN

ACCORDANCE WITH TPDES GENERAL PERMIT TXR150000

DATED 3/5/03.

345.0’ (TYP.)

DECELERATION

CONTROL : 2681-01-012

DESIGN SPEED 45 mph FROM STA. 0+12.94 TO STA.153+06.68


FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL

ROLL 1 OF 1

DESIGN SCHEMATIC

FM 2499, SECTION 5

FROM FM 2181 N TO IH 35E

DENTON COUNTY

PROJECT LENGTH: 2.954 MI.

DESIGN SCHEMATIC

FM 2499, SECTION 5

FROM FM 2181 N TO IH 35E

DENTON COUNTY

PROJECT LENGTH: 2.954 MI.

ENGINEERS . ARCHITECTS . SCIENTISTS . PLANNERS . SURVEYORS

c 2010 BY TEXAS DEPARTMENT OF TRANSPORTATION

ALL RIGHTS RESERVED

CONTROL : 2681-01-012



FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL

ROLL 1 OF 1

Beginning chain CL2499 description

==============================================================================

Point 200 N 7,098,781.8700 E 2,399,114.5440 Sta 0+03.1700

Course from 200 to PC CL2499-1 N 0^ 47’ 55.55" E Dist 144.1900

Curve Data

*----------*

Curve CL2499-1

P.I. Station 1+65.1718 N 7,098,943.8560 E 2,399,116.8024

Delta = 1^ 51’ 19.30" (RT)

Degree = 5^ 12’ 31.35"

Tangent = 17.8117

Length = 35.6204

Radius = 1,100.0000

External = 0.1442

Long Chord = 35.6188

Mid. Ord. = 0.1442

P.C. Station 1+47.3600 N 7,098,926.0460 E 2,399,116.5541

P.T. Station 1+82.9804 N 7,098,961.6487 E 2,399,117.6272

C.C. N 7,098,910.7114 E 2,400,216.4472

Back = N 0^ 47’ 55.55" E

Ahead = N 2^ 39’ 14.85" E

Chord Bear = N 1^ 43’ 35.20" E

Course from PT CL2499-1 to PC CL2499-2 N 2^ 39’ 14.85" E Dist 114.2978

Curve Data

*----------*

Curve CL2499-2

P.I. Station 3+15.1181 N 7,099,093.6446 E 2,399,123.7461

Delta = 1^ 51’ 29.85" (LT)

Degree = 5^ 12’ 31.35"

Tangent = 17.8399

Length = 35.6766

Radius = 1,100.0000

External = 0.1447


Mid. Ord. = 0.1446

P.C. Station 2+97.2782 N 7,099,075.8239 E 2,399,122.9200

P.T. Station 3+32.9549 N 7,099,111.4828 E 2,399,123.9938

C.C. N 7,099,126.7612 E 2,398,024.1000

Back = N 2^ 39’ 14.85" E

Ahead = N 0^ 47’ 45.00" E

Chord Bear = N 1^ 43’ 29.92" E


Curve Data

*----------*

Curve CL2499-3

P.I. Station 12+36.7005 N 7,100,015.1413 E 2,399,136.5464

Delta = 37^ 11’ 27.28" (LT)

Degree = 5^ 12’ 31.35"

Tangent = 370.0938

Length = 714.0143

Radius = 1,100.0000

External = 60.5901


Mid. Ord. = 57.4269

P.C. Station 8+66.6067 N 7,099,645.0832 E 2,399,131.4060

P.T. Station 15+80.6210 N 7,100,313.0463 E 2,398,916.9513

C.C. N 7,099,660.3616 E 2,398,031.5121

Back = N 0^ 47’ 45.00" E

Ahead = N 36^ 23’ 42.29" W

Chord Bear = N 17^ 47’ 58.64" W

Course from PT CL2499-3 to PC CL2499-4 N 36^ 23’ 42.29" W Dist 194.1196

Curve Data

*----------*

Curve CL2499-4

P.I. Station 21+46.8728 N 7,100,768.8477 E 2,398,580.9659

Delta = 37^ 22’ 53.62" (RT)

Degree = 5^ 12’ 31.35"

Tangent = 372.1322

Length = 717.6744

Radius = 1,100.0000

External = 61.2417


Mid. Ord. = 58.0120

P.C. Station 17+74.7406 N 7,100,469.3019 E 2,398,801.7705

P.T. Station 24+92.4151 N 7,101,140.9248 E 2,398,587.3727

C.C. N 7,101,121.9866 E 2,399,687.2097

Back = N 36^ 23’ 42.29" W

Ahead = N 0^ 59’ 11.33" E

Chord Bear = N 17^ 42’ 15.48" W

Course from PT CL2499-4 to PC CL2499-5 N 0^ 59’ 11.33" E Dist 1,169.0205

Curve Data

*----------*

Curve CL2499-5

P.I. Station 39+31.0102 N 7,102,579.3067 E 2,398,612.1403

Delta = 27^ 32’ 23.77" (LT)

Degree = 5^ 12’ 31.35"

Tangent = 269.5746

Length = 528.7288

Radius = 1,100.0000

External = 32.5504


Mid. Ord. = 31.6149

P.C. Station 36+61.4356 N 7,102,309.7720 E 2,398,607.4992

P.T. Station 41+90.1644 N 7,102,820.4460 E 2,398,491.6317

C.C. N 7,102,328.7101 E 2,397,507.6622

Back = N 0^ 59’ 11.33" E

Ahead = N 26^ 33’ 12.44" W

Chord Bear = N 12^ 47’ 00.56" W


Curve Data

*----------*

Curve CL2499-6

P.I. Station 48+59.4941 N 7,103,419.1732 E 2,398,192.4195

Delta = 24^ 23’ 51.88" (RT)

Degree = 3^ 34’ 51.55"

Tangent = 345.8993

Length = 681.3136

Radius = 1,600.0000

External = 36.9625


Mid. Ord. = 36.1279

P.C. Station 45+13.5948 N 7,103,109.7602 E 2,398,347.0477

P.T. Station 51+94.9084 N 7,103,764.8277 E 2,398,179.4083

C.C. N 7,103,825.0123 E 2,399,778.2760

Back = N 26^ 33’ 12.44" W

Ahead = N 2^ 09’ 20.56" W

Chord Bear = N 14^ 21’ 16.50" W


Curve Data

*----------*

Curve CL2499-7

P.I. Station 62+34.1396 N 7,104,803.3234 E 2,398,140.3173

Delta = 5^ 53’ 33.35" (LT)

Degree = 5^ 12’ 31.35"

Tangent = 56.6148

Length = 113.1297

Radius = 1,100.0000

External = 1.4560


Mid. Ord. = 1.4540

P.C. Station 61+77.5248 N 7,104,746.7487 E 2,398,142.4469

P.T. Station 62+90.6545 N 7,104,859.3806 E 2,398,132.3907

C.C. N 7,104,705.3718 E 2,397,043.2253

Back = N 2^ 09’ 20.56" W

Ahead = N 8^ 02’ 53.91" W

Chord Bear = N 5^ 06’ 07.23" W


Curve Data

*----------*

Curve CL2499-8

P.I. Station 70+43.8616 N 7,105,605.1689 E 2,398,026.9357

Delta = 44^ 21’ 36.73" (RT)

Degree = 5^ 12’ 31.35"

Tangent = 448.4561

Length = 851.6548

Radius = 1,100.0000

External = 87.9027


Mid. Ord. = 81.3981

P.C. Station 65+95.4055 N 7,105,161.1299 E 2,398,089.7232

P.T. Station 74+47.0603 N 7,105,966.5372 E 2,398,292.5027

C.C. N 7,105,315.1387 E 2,399,178.8886

Back = N 8^ 02’ 53.91" W

Ahead = N 36^ 18’ 42.83" E

Chord Bear = N 14^ 07’ 54.46" E


Curve Data

*----------*

Curve CL2499-9

P.I. Station 84+30.7117 N 7,106,759.1688 E 2,398,875.0019

Delta = 8^ 12’ 57.44" (LT)

Degree = 4^ 46’ 28.73"

Tangent = 86.1850

Length = 172.0746

Radius = 1,200.0000

External = 3.0910


Mid. Ord. = 3.0830

P.C. Station 83+44.5267 N 7,106,689.7205 E 2,398,823.9648

P.T. Station 85+16.6013 N 7,106,835.1978 E 2,398,915.5907

C.C. N 7,107,400.3371 E 2,397,856.9984

Back = N 36^ 18’ 42.83" E

Ahead = N 28^ 05’ 45.39" E

Chord Bear = N 32^ 12’ 14.11" E


Curve Data

*----------*

Curve CL2499-10

P.I. Station 94+35.0904 N 7,107,645.4523 E 2,399,348.1526

Delta = 28^ 59’ 09.47" (LT)

Degree = 4^ 05’ 33.20"

Tangent = 361.8817

Length = 708.2607

Radius = 1,400.0000

External = 46.0146


Mid. Ord. = 44.5504

P.C. Station 90+73.2087 N 7,107,326.2147 E 2,399,177.7246

P.T. Station 97+81.4694 N 7,108,007.2903 E 2,399,342.5314

C.C. N 7,107,985.5439 E 2,397,942.7003

Back = N 28^ 05’ 45.39" E

Ahead = N 0^ 53’ 24.08" W

Chord Bear = N 13^ 36’ 10.66" E


Curve Data

*----------*

Curve CL2499-11

P.I. Station 112+16.0742 N 7,109,441.7220 E 2,399,320.2474

Delta = 29^ 16’ 17.44" (RT)

Degree = 3^ 06’ 50.04"

Tangent = 480.5105

Length = 940.0270

Radius = 1,840.0000

External = 61.7072


Mid. Ord. = 59.7049

P.C. Station 107+35.5637 N 7,108,961.2696 E 2,399,327.7113

P.T. Station 116+75.5907 N 7,109,864.4762 E 2,399,548.6532

C.C. N 7,108,989.8506 E 2,401,167.4893

Back = N 0^ 53’ 24.08" W

Ahead = N 28^ 22’ 53.36" E

Chord Bear = N 13^ 44’ 44.64" E


Curve Data

*----------*

Curve CL2499-12

P.I. Station 126+15.0773 N 7,110,691.0386 E 2,399,995.2288

Delta = 26^ 23’ 25.11" (LT)

Degree = 5^ 12’ 31.35"

Tangent = 257.9045

Length = 506.6575

Radius = 1,100.0000

External = 29.8295


Mid. Ord. = 29.0420

P.C. Station 123+57.1728 N 7,110,464.1336 E 2,399,872.6365

P.T. Station 128+63.8304 N 7,110,948.7874 E 2,400,004.1898

C.C. N 7,110,987.0076 E 2,398,904.8540

Back = N 28^ 22’ 53.36" E

Ahead = N 1^ 59’ 28.25" E

Chord Bear = N 15^ 11’ 10.80" E

Course from PT CL2499-12 to PC CL2499-13 N 1^ 59’ 28.25" E Dist 2,442.8496

Curve Data

*----------*

Curve CL2499-13

P.I. Station 154+77.2858 N 7,113,560.6648 E 2,400,094.9961

Delta = 37^ 40’ 49.75" (RT)

Degree = 11^ 27’ 32.96"

Tangent = 170.6059

Length = 328.8243

Radius = 500.0000

External = 28.3052


Mid. Ord. = 26.7887

P.C. Station 153+06.6799 N 7,113,390.1619 E 2,400,089.0682

P.T. Station 156+35.5042 N 7,113,691.9827 E 2,400,203.9087

C.C. N 7,113,372.7891 E 2,400,588.7663

Back = N 1^ 59’ 28.25" E

Ahead = N 39^ 40’ 18.00" E

Chord Bear = N 20^ 49’ 53.12" E

Course from PT CL2499-13 to 201 N 39^ 40’ 18.00" E Dist 299.8612

Point 201 N 7,113,922.7905 E 2,400,395.3362 Sta 159+35.3654

==============================================================================

Ending chain CL2499 description

1

1

1 REVISED ALIGNMENT FROM STA.123+57.17 TO STA.159+35.37


ATTENUATION WALL

STA.42+00.00, 56.0’ LT.

END PROPOSED NOISE

ATTENUATION WALL

STA.46+78.74, 56.0’ LT.


ATTENUATION WALL

STA.47+64.57, 56.0’ LT.

END PROPOSED NOISE

ATTENUATION WALL

STA.49+00.00, 56.0’ LT.


ATTENUATION WALL

STA.49+00.00, 56.0’ RT.


ATTENUATION WALL

STA.81+00.00, 56.0’ LT.

END PROPOSED NOISE

ATTENUATION WALL

STA.90+00.00, 56.0’ LT.

INSTALL A

33" RCP.


ATTENUATION WALL

STA.96+00.00, 56.0’ RT.


ATTENUATION WALL

STA.97+00.00, 56.0’ RT.

END PROPOSED NOISE

ATTENUATION WALL

STA.100+00.00, 56.0’ LT.

END PROPOSED NOISE

ATTENUATION WALL

STA.100+00.00, 56.0’ LT.


ATTENUATION WALL

STA.100+87.18, 56.0’ LT.

END PROPOSED NOISE

ATTENUATION WALL

STA.117+00.00, 56.0’ LT.


ATTENUATION WALL

STA.126+00.00, 181.50’ RT.

CL

PR

OP

. R

.O.W

.

PR

OP

. R

.O.W

.

N.T.S.

11.5’11.5’

1:4

1:4

2.00% 2.00%2.00% 2.00%

CUT

TYPICALFILL

TYPICAL

2’ 12’ 12’

12’

6"

2’

120’

4.0’

2’ 12’ 12’

6"

12’

2’

60’

52’

LEFT TURN BAY

12’

TYPICAL SECTION FM 2499

WITH LEFT TURN LANE

40’

60’

6"

FUTURE

SIDEWALK

FUTURE

SIDEWALK

12’

3.0’

12’

4.0’

CL

PR

OP

. R

.O.W

.

MEDIANPR

OP

. R

.O.W

.

11.5’11.5’

1:4

1:4

2.00% 2.00%2.00% 2.00%

CUT

TYPICALFILL

TYPICAL

2’ 12’ 12’

12’

6"

2’

120’

40’

6"

8.0’

2’6" 12’ 12’

6"

12’

2’

60’60’

2% USUAL 2% USUAL

40’8.0’

7.5’

12’

7.5’

12’

FUTURE

SIDEWALK

FUTURE

SIDEWALK


ATTENUATION WALL

STA.55+67.92, 56.0’ LT.

END PROPOSED NOISE

ATTENUATION WALL

STA.67+79.19, 56.0’ LT.

2

2 6-22-2010 ADDED SOUND WALL ALONG NEW DEVELOPMENT2 6-22-2010 ADDED SOUND WALL ALONG NEW DEVELOPMENT

ENGINEERS SURVEYORS SCIENTISTS

PRELIMINARY - FOR INTERIM REVIEW ONLY

or under the supervision of:Construction, Bidding, or Permit Purposes. They were prepared by,These documents are for Interim Review and not intended for

Type or Print Name PE# Date

HALFF ASSOCIATES, INC.

56306Michael E. Romanowski

ENGINEERS SURVEYORS SCIENTISTS

PRELIMINARY - FOR INTERIM REVIEW ONLY

or under the supervision of:Construction, Bidding, or Permit Purposes. They were prepared by,These documents are for Interim Review and not intended for

Type or Print Name PE# Date

HALFF ASSOCIATES, INC.

56306Michael E. Romanowski6-23-2010

SCALE: 1"=100’ H, 1"=10’ V

JUNE, 2010

6-23-2010

SCALE: 1"=100’ H, 1"=10’ V

JUNE, 2010

Download - texas department of transportation texas department of transportation design schematic fm 2499

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