W24 W24 W24 W24 W24 W24 W24 W24 W24 W24 W24 W24

WV

WV

WV

WV

WV

WV

WV

WV

WV

WV

WW

W

WV

VV

VV

(2)18"

48"

W x 36"

H

36"W x 24"H

(2)60"W x

24"H

18"

24"24"

E

E

W

W

WV

W

WV

T J

W

T

W

WWV

24"18"18"24"24"

18"

10"

TT

J

WE

ST

ON

CIT

YLIM

IT

Franklin

TA

YL

OR

BR

AN

CH

HO

NE

Y

CR

EE

K

Chambersville

Moore

Wilson

Cemetery

Horn

Park

Municipal

Erwin

WESTON

CITY

LIMIT

WHIT

ES

CREEK

EA

ST

FO

RK

TRIN

ITY

RIV

ER

Mugg

9.2

EAST

FOR

K

TRINIT

Y

RIV

ER

TH

RO

CK

MO

RT

ON

CR

EE

K

Cemetery

Highland

Cemetery

Melissa

COUNTRY

RID

GE

ME

AD

OW

CR

EE

K

SHADY-BROOK

CIT

YLIM

IT

2.3

1.0

0.4

1.3

PA

CIFIC

Fitzhugh

Branch

Pullia

m

Branch

Cle

mons

Creek

Stif

f

Creek

1.2

0.6

GREENWAY

GROVE VIEW

1.0

4.0

Brinlee

Branch

HU

RRIC

AN

E

CREEK

HU

RRIC

AN

E

CR

EE

K

Throck

morton

Creek

SL

AY

TE

R

CREE

K

Cemetery

Alexander

4.0

0.3

2ND

3RD

4TH

5TH

6TH7TH

4.4

KELLY

Pop 904

Pop 557

1.2

6.0

Coffman

2.0

Lair

6.5

4.5

4.3

1.5

Hatler

Cemetery

Stony Point

SISTER

GR

OVE

Wolf

Run

Cr

CHAMBLISS

Mc

KIN

NE

Y

543

543

543

543

455

3356

2933

2933

545

545

455

455

545

455

1827

545

2862

543

455

3356

75

75

75

75

5

121

121

121

5

5

5

5

455

543

0.8

Brinlee

LIM

IT

CITY

CIT

Y

LIM

IT

CITY

LIMIT

CITY

Cemetery

Warden

2.8

Bear Br

Baker

Water

3.8

Cr

Sweet

2.6

SMIT

HEAST

ON

WIL

DW

OO

D

TR

AIL

UNIO

N

CH

UR

RIC

AN

E

CR

EE

K

CO

VE

Y

Mc

KIN

NE

Y

McKINNEY

AS

H

GR

OV

E

Mc

KIN

NE

Y

McKINNEY

RAIL

RO

AD

AN

NA

CIT

Y

LIMIT

ANNACIT

YLIMIT

(U

P)

(U

P)

MELISSA

ANNA

GRAYSON COUNTYCOLLIN COUNTY

WE

ST

ON

CIT

YLIM

IT

Franklin

TA

YL

OR

BR

AN

CH

HO

NE

Y

CR

EE

K

Chambersville

Moore

Wilson

Cemetery

Horn

Park

Municipal

Erwin

WESTON

CITY

LIMIT

WHIT

ES

CREEK

EA

ST

FO

RK

TRIN

ITY

RIV

ER

Mugg

9.2

EAST

FOR

K

TRINIT

Y

RIV

ER

TH

RO

CK

MO

RT

ON

CR

EE

K

Cemetery

Highland

Cemetery

Melissa

COUNTRY

RID

GE

ME

AD

OW

CR

EE

K

SHADY-BROOK

CIT

YLIM

IT

2.3

1.0

0.4

1.3

PA

CIFIC

Fitzhugh

Branch

Pullia

m

Branch

Cle

mons

Creek

Stif

f

Creek

1.2

0.6

GREENWAY

GROVE VIEW

1.0

4.0

Brinlee

Branch

HU

RRIC

AN

E

CREEK

HU

RRIC

AN

E

CR

EE

K

Throck

morton

Creek

SL

AY

TE

R

CREE

K

Cemetery

Alexander

4.0

0.3

2ND

3RD

4TH

5TH

6TH7TH

4.4

KELLY

Pop 904

Pop 557

1.2

6.0

Coffman

2.0

Lair

6.5

4.5

4.3

1.5

Hatler

Cemetery

Stony Point

SISTER

GR

OVE

Wolf

Run

Cr

CHAMBLISS

Mc

KIN

NE

Y

543

543

543

543

455

3356

2933

2933

545

545

455

455

545

455

1827

545

2862

543

455

3356

75

75

75

75

5

121

121

121

121

5

5

5

5

455

543

0.8

Brinlee

LIM

IT

CITY

CIT

Y

LIM

IT

CITY

LIMIT

CITY

Cemetery

Warden

2.8

Bear Br

Baker

Water

3.8

Cr

Sweet

2.6

SMIT

HEAST

ON

WIL

DW

OO

D

TR

AIL

UNIO

N

CH

UR

RIC

AN

E

CR

EE

K

CO

VE

Y

Mc

KIN

NE

Y

McKINNEY

AS

H

GR

OV

E

Mc

KIN

NE

Y

McKINNEY

RAIL

RO

AD

AN

NA

CIT

Y

LIMIT

ANNACIT

YLIMIT

(U

P)

(U

P)

MELISSA

ANNA

GRAYSON COUNTYCOLLIN COUNTY

PR

OP

OS

ED

EXI

STI

NG

PR

OP

OS

ED

EXI

STI

NG

PROPOSED RIGHT-OF-WAY

PARCEL BOUNDARY (APPROX.)

NOTES:

bhernandez1

0:42:44

AM

5/6/2014

P:\2465.07\

CA

DD\

DG

N\

SC

HE

M\2465_

SC

H05.dgn

bhernandez1

0:42:44

AM

5/6/2014

P:\2465.07\

CA

DD\

DG

N\

SC

HE

M\2465_

SC

H05.dgn

CSJ: 0047-04-022

STA 111+41.18

BEGIN PROJECT

CSJ: 0047-04-022

STA 568+90.20

END PROJECT

CSJ: 0047-04-022

STA 111+41.18

BEGIN PROJECT0 1 MILE

R

Texas D

epartm

ent of

Transportatio

n

R

Texas D

epartm

ent of

Transportatio

n

INDEX OF ROLLS

0 1 MILE

75

TEXA

S121

TEXAS

5

FARM

455

ROAD

FARM

455

ROAD

75

TEXA

S121

TEXAS

5

COLLIN COUNTY

DESIGN SCHEMATIC

DISTRICT ENGINEER

WILLIAM L. HALE, P.E.

TBPE REGISTRATION NO. F-006981

CIVIL ASSOCIATES, INC.

PREPARED BY:

TBPE REGISTRATION NO. F-006981

CIVIL ASSOCIATES, INC.

PREPARED BY:

LICENSE NO. 100079

BRAD HERNANDEZ, P.E.

LICENSE NO. 83200

NASER ABUSAAD, P.E., AICP

LICENSE NO. 83200

NASER ABUSAAD, P.E., AICP

LICENSE NO. 100079

BRAD HERNANDEZ, P.E.

BIDDING OR PERMIT PURPOSES.

IT IS NOT INTENDED FOR CONSTRUCTION,

PRELIMINARY REVIEW SUBMITTAL.

THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF

BIDDING OR PERMIT PURPOSES.

IT IS NOT INTENDED FOR CONSTRUCTION,

PRELIMINARY REVIEW SUBMITTAL.

THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF

Dallas, Texas 7

5243

9330 L

BJ Frw

y, Ste. 1150

TBP

E Fir

m R

egistration N

o. 6981

Dallas, Texas 7

5243

9330 L

BJ Frw

y, Ste. 1150

TBP

E Fir

m R

egistration N

o. 6981

SCALE IN FEET

0 100 200 300

DALLAS DISTRICT

TEXAS DEPARTMENT OF TRANSPORTATION

DALLAS DISTRICT

TEXAS DEPARTMENT OF TRANSPORTATION

SH 5 RECONSTRUCTION PROJECTCSJ: 0047-04-022

DESIGN SCHEMATIC

DISTRICT ENGINEER

WILLIAM L. HALE, P.E.

NET LENGTH OF PROJECT: 8.66 MILES

FUNCTIONAL CLASSIFICATION:

URBAN MINOR ARTERIAL

COLLIN COUNTY

TRAFFIC DATA

PERCENT TRUCKS OF DHV

K FACTOR

TO CR 375FROM FM 455

SH 5

TO FM 455NORTH OF McKINNEY

FROM SH 121SH 5

AND DATED JUNE 15, 2012 (FM 455 TO CR 375)DATED FEBRUARY 26, 2010 (SH 121N TO FM455)APPROVED BY TxDOT TP&P DIVISIONYEAR 2036 PROJECTIONSTRAFFIC VOLUMES BASED ON

65-35

8.8

11.4

DIRECTIONAL DISTRIBUTION (%)

AVERAGE DAILY TRAFFIC - 2016(2036) 11,500(17,000)

65-35

2.8

11.4

4,300(6,500)

TRAFFIC DATA

PERCENT TRUCKS OF DHV

K FACTOR

TO CR 375FROM FM 455

SH 5

TO FM 455NORTH OF McKINNEY

FROM SH 121SH 5

AND DATED JUNE 15, 2012 (FM 455 TO CR 375)DATED FEBRUARY 26, 2010 (SH 121N TO FM455)APPROVED BY TxDOT TP&P DIVISIONYEAR 2036 PROJECTIONSTRAFFIC VOLUMES BASED ON

65-35

8.8

11.4

DIRECTIONAL DISTRIBUTION (%)

AVERAGE DAILY TRAFFIC - 2016(2036) 11,500(17,000)

65-35

2.8

11.4

4,300(6,500)

INDEX OF ROLLS

FO

R

SH

5

RE

CO

NS

TR

UC

TIO

N

DESIG

N

SC

HE

MA

TIC

FO

R

SH

5

RE

CO

NS

TR

UC

TIO

N

DESIG

N

SC

HE

MA

TIC

DALLAS DISTRICT

COLLIN COUNTY

PROJECT LOCATION

DALLAS DISTRICT

COLLIN COUNTY

PROJECT LOCATION

"ACCESS BY PERMIT ONLY"

EXISTING RIGHT-OF-WAY

CITY LIMITS (APPROX.)

W24

PERMANENT WATER EASEMENT

LEGEND

TO: SOUTH OF CR 375

FROM: SH 121N

ROLL 1 - PLAN AND PROFILE - BEGIN PROJECT TO STA 141+00

ROLL 2 - PLAN AND PROFILE - STA 141+00 TO STA 181+00

ROLL 3 - PLAN AND PROFILE - STA 181+00 TO STA 221+00

ROLL 4 - PLAN AND PROFILE - STA 221+00 TO STA 269+00

ROLL 5 - PLAN AND PROFILE - STA 269+00 TO STA 321+00

ROLL 6 - PLAN AND PROFILE - STA 321+00 TO STA 363+00

ROLL 7 - PLAN AND PROFILE - STA 363+00 TO STA 411+00

ROLL 8 - PLAN AND PROFILE - STA 411+00 TO STA 459+00

ROLL 9 - PLAN AND PROFILE - STA 459+00 TO STA 505+00

ROLL 10 - PLAN AND PROFILE - STA 505+00 TO STA 550+00

ROLL 11 - PLAN AND PROFILE - STA 550+00 TO END OF PROJECT

ROLL 1 - PLAN AND PROFILE - BEGIN PROJECT TO STA 141+00

ROLL 2 - PLAN AND PROFILE - STA 141+00 TO STA 181+00

ROLL 3 - PLAN AND PROFILE - STA 181+00 TO STA 221+00

ROLL 4 - PLAN AND PROFILE - STA 221+00 TO STA 269+00

ROLL 5 - PLAN AND PROFILE - STA 269+00 TO STA 321+00

ROLL 6 - PLAN AND PROFILE - STA 321+00 TO STA 363+00

ROLL 7 - PLAN AND PROFILE - STA 363+00 TO STA 411+00

ROLL 8 - PLAN AND PROFILE - STA 411+00 TO STA 459+00

ROLL 9 - PLAN AND PROFILE - STA 459+00 TO STA 505+00

ROLL 10 - PLAN AND PROFILE - STA 505+00 TO STA 550+00

ROLL 11 - PLAN AND PROFILE - STA 550+00 TO END OF PROJECT

CSJ: 0047-04-022

STA 568+90.20

END PROJECT

THE CITY OF MELISSA AND THE CITY OF ANNA.

IN THE PS&E DEVELOPMENT PHASE IN COORDINATION WITH

FINAL LOCATION OF MEDIAN OPENINGS WILL BE DETERMINED

THE CITY OF MELISSA AND THE CITY OF ANNA.

IN THE PS&E DEVELOPMENT PHASE IN COORDINATION WITH

FINAL LOCATION OF MEDIAN OPENINGS WILL BE DETERMINED

SH 5 DESIGN SPEED = 40 MPH

CR 423 DESIGN SPEED = 25 MPH

SH 5 RECONSTRUCTION PROJECTCSJ: 0047-04-022

NET LENGTH OF PROJECT: 8.66 MILES

FUNCTIONAL CLASSIFICATION:

URBAN MINOR ARTERIAL

TO: SOUTH OF CR 375

FROM: SH 121N

SH 5 DESIGN SPEED = 40 MPH

CR 423 DESIGN SPEED = 25 MPH

FOLLOWS EXISTING.

PROPOSED PROFILE GENERALLY1.

CITIES OF ANNA AND MELISSA.

IN COORDINATION WITH THE

DURING DETAILED DESIGN

SHALL BE DETERMINED

FINAL DRIVEWAY LOCATIONS2.

(BY OTHERS)

FUTURE ROADWAY

PERMANENT DRAINAGE EASEMENT

OTHERWISE NOTED.

TO FACE OF CURB, UNLESS

ALL DIMENSIONS ARE 3.

c

ALL RIGHTS RESERVED

2014 BY TEXAS DEPARTMENT OF TRANSPORTATION

R

c

ALL RIGHTS RESERVED

2014 BY TEXAS DEPARTMENT OF TRANSPORTATION

R

DISTRICT REVIEW DISTRICT REVIEW

PROPOSED LANE

EXISTING WATER LINE

STRUCTURE

PROPOSED DRAINAGE

11 DISPLACEMENT

UNLESS OTHERWISE NOTED.

CURB RETURN RADII OF 15 FEET,

ALL PRIVATE DRIVEWAYS HAVE4.

FEBRUARY 4, 2014.

TOPOGRAPHY SHOWN BY TxDOT,

AERIAL PHOTOS AND EXISTING5.

ON FEBRUARY 7, 2012.

FM 455 TO CR 375

ON APRIL 12, 2011 AND

SH 121N TO FM 455

BASED ON TxDOT SURVEY:

RIGHT-OF-WAY SHOWNEXISTING6.

TO VERIFICATION AND CHANGE.

ARE APPROXIMATE AND SUBJECT

PARCEL BOUNDARY LOCATIONS7.

DRAINAGE FLOW

OR RIPRAP

PROPOSED RETAINING WALL

MAY 5, 2014MAY 5, 2014

DA

TE:

MA

Y

20

14

CO

UN

TY:

CO

LLIN

DA

TE:

MA

Y

20

14

CO

UN

TY:

CO

LLIN

CR 3

65

EB/W

B F

RT

G R

DO

UT

ER L

OO

P

EB/W

B F

RT

G R

DO

UT

ER L

OO

P

2200 2400

4700

2100 2500

3100 3700

3100

1500 1600

5600 8000

1000 800

1600

700 400

1000 600

1000

700 600

8300 12100

CR 4

21

PR

OP.

R.

O.

W.

PR

OP.

R.

O.

W.

PR

OP.

R.

O.

W.

PGL

PGLGROUND

EXISTING

GROUND

EXISTING

9' 9'

3'

(2)

SDWK

5'

GROUND

EXISTING

1'1'

[ SH 5

PR

OP.

R.

O.

W.

1'

VARIES (118' MIN. TO 140' MAX.)

3'

1'

[ SH 5

(2)

SDWK

5'

(1)

SDWK

6'

LANE

12'

LANE

14'

(1)

SDWK

6'

LANE

14'

LANE

12'

1.5% 1.5%

1.5% 1.5%

GROUND

EXISTING

MAX 3:1

USUAL 4:1

MAX 3:1

USUAL 4:1

(1)

2%

[ SH 5

37' TO 50'

VARIES

VARIES (60' MIN. TO 200' MAX.)

LANE

12'

LANE

12'

40'

EXISTING TYPICAL SECTION

2%GROUND

EXISTING

MAX 6:1

USUAL 12:1

SHLDR

8'

SHLDR

8'

23' TO 150'

VARIES

MAX 2:1

USUAL 6:1

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

MAX 2:1

USUAL 6:1

LANE

14'

LANE

12'

LANE

12'

LANE

14'

1'

1'

3'

TURN LANE

0'-12'

TURN LANE

0'-12'

28' - 52' F-F 28' F-F

[ SH 5

4:1 USUAL

3:1 MAX

4:1

USUAL3:1

MAX

PR

OP.

R.

O.

W.

PR

OP.

R.

O.

W.

VARIES (128' MIN. TO 200' MAX.)

PGL

21'

BOTH DIRECTIONS.

TO BACK OF CURB IN

SIDEWALK ADJACENT

BACK OF CURB IN BOTH DIRECTIONS.

SIDEWALK 3' OFFSET FROM

SDWK

6' LANE

14'

LANE

12'

LANE

12'

LANE

14'21'

SDWK

6'

1'

64' MIN.TO 100' MAX.

VARIES

64' MIN.TO 100' MAX.

VARIES

1'1'

1'

59' MIN. TO 69' MAX.

VARIES

59' MIN. TO 69' MAX.

VARIES

10' MIN.

20' USUAL

6"

2.5%2.5%

2.5%

10' MIN.

20' USUAL

1'

6"

10' MIN.

20' USUAL

10' MIN.

20' USUAL

47' MIN.TO 70' MAX.

VARIES

47' MIN.TO 70' MAX.

VARIES

VARIES (94' MIN. TO 140' MAX.)

2.5% 2.5% 2.5%2.5%

2.5% 2.5%2.5%2.5%

1'

6"

6"

10' MIN.

20' USUAL

6"

10' MIN.

20' USUAL

6"

N.T.S.

BEGIN PROJECT TO END PROJECT

N.T.S.

STA 386+00.00 TO STA 390+00.00

EXISTING GROUND

N.T.S.

STA 390+00.00 TO END PROJECT

STA 390+00 TO STA 417+00

IN BOTH DIRECTIONS.

SIDEWALK ADJACENT TO BACK OF CURB

STA 417+00 TO END PROJECT

IN BOTH DIRECTIONS.

SIDEWALK 3' OFFSET FROM BACK OF CURB

28'F-F 18'F-F 28'F-F

MEDIAN

18'F-F

(2)

(1) (2)

MAX 3:1

USUAL 4:1

MAX 6:1

USUAL 12:1

MAX 3:1

USUAL 4:1

1.5%1.5%

N.T.S.

STA 156+00 TO STA 195+00

42'F-F28' F-F 28' F-F

PR

OP.

R.

O.

W.

PR

OP.

R.

O.

W.

PROPOSED TYPICAL SECTIONS

[ SH 5

4:1 USUAL

3:1 MAX

VARIES (128' MIN. TO 200' MAX.)

PGL

21'

LANE

14'

LANE

12'

LANE

12'

LANE

14'21'

1'

64' MIN.TO 100' MAX.

VARIES

64' MIN.TO 100' MAX.

VARIES

1'1'

1'

2.5% 2.5%2.5%2.5%

6"

10' MIN.

20' USUAL

10' MIN.

20' USUAL42'F-F28' F-F 28' F-F

1.5%

GROUND

EXISTING

6"

3'

SDWK

5'

SDWK

5'

1.5%

3'

N.T.S.

STA 195+00 TO STA 386+00

BEGIN PROJECT TO STA 156+00

GROUND

EXISTING

GROUND

EXISTING

FL 703.06

2-6'

X3'

RC

B

PR

OP.

ST

R

NO. 7

ST

A 293

+76.04

FL 705.40

1-3'

X2'

RC

B

PR

OP.

ST

R

NO. 8

ST

A 302

+40.25

H =705.20W25

H =707.93W25

|

CR 423(

SO

UT

H)

STA = 270+75.00

EL = 700.47'

(-) 0.50% (+) 0.50%

L = 140.00'

K = 140

ex = 0.17'

STA = 288+50.00

EL = 709.32'

(+) 0.50% (-) 0.50%

L = 140.00'

K = 140

ex = -0.17'

(-) 0.50% (+) 0.88%

STA = 291+00.00

EL = 708.07'

L = 140.00'

K = 102

ex = 0.24'

(+) 0.88% (-) 0.57%

STA = 293+75.00

EL = 710.49'

L = 140.00'

K = 97

ex = -0.25'

STA = 310+00.00

EL = 707.43'

(-) 0.50% (+) 0.50%

L = 140.00'

K = 139

ex = 0.18'

STA = 298+00.00

EL = 708.07'

(-) 0.57% (+) 0.84%

L = 140.00'

K = 99

ex = 0.25'

STA = 302+00.00

EL = 711.43'

(+) 0.84% (-) 0.50%

L = 140.00'

K = 105

ex = -0.23'

EL

= 700.82'

VP

C 270

+05.00

EL

= 700.82'

VP

T 271

+45.00

EL

= 708.97'

VP

C 287

+80.00

EL

= 708.97'

VP

T 289

+20.00

EL

= 708.42'

VP

C 290

+30.00

EL

= 708.68'

VP

T 291

+70.00

EL

= 709.87'

VP

C 293

+05.00

EL

= 710.09'

VP

T 294

+45.00

EL

= 708.47'

VP

C 297

+30.00

EL

= 708.66'

VP

T 298

+70.00

EL

= 710.84'

VP

C 301

+30.00

EL

= 711.08'

VP

T 302

+70.00

EL

= 707.78'

VP

C 309

+30.00

EL

= 707.78'

VP

T 310

+70.00

270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00

704.05

704.18

704.09

704.41

704.81

705.17

705.35

705.53

705.83

706.14

707.40

707.73

707.13

707.10

707.24

707.68

707.86

708.06

708.26

708.60

707.63

706.71

707.37

707.69

708.35

708.47

708.32

708.14

708.32

708.49

708.51

708.39

708.64

708.73

708.68

708.76

708.90

709.07

709.49

709.53

709.90

710.11

710.50

710.71

710.87

711.23

711.49

711.85

712.32

712.74

713.32

714.13

714.73

708.44

708.94

709.44

709.95

710.45

710.95

711.46

711.96

712.47

712.97

701.34

700.84

700.67

701.09

701.59

702.09

702.59

703.09

703.58

704.08

704.58

705.08

705.58

706.08

706.58

707.08

707.57

708.07

708.57

709.06

709.05

708.57

708.31

708.95

709.83

710.24

709.77

709.21

708.64

708.32

708.91

709.75

710.59

711.19

710.93

710.43

709.93

709.43

708.93

708.43

707.93

707.60

707.93

ND. •

" IR

F ND. •

" IR

F

11

DRAFT

25' PERM WATER LINE EASEMENT

365

CO

UN

TY

421

CO

UN

TY

423COUNTY

TEXAS

570

R

70

R

70

R

70

R

30

R

30

R

30

R

30

R

30R30

RPROP. R.O.W.75'

LT

+10.88

100'

LT

+51.04

100'

LT

+00.00

75'

LT

+00.00

70'

LT

+97.17

85'

LT

+65.28

75'

LT

+87.21

100'

LT

+12.44

95'

LT

+72.40

85'

LT

+51.13

30'

LT

+02.40

30'

LT

+41.45

30'

RT

+41.45

30'

RT

+02.40

270+00 275+00 280+00 285+00290+00 295+00 300+00 305+00 310+00 315+00 320+00

POT 10+00.00

PC 11+52.75

PT 13

+02.40

10

+00

15+0

0

PO

T 15

+86.87

EL

= 711.19'

VP

T 14

+10.00

EL

= 709.28'

VP

C 13

+10.00

EL

= 705.38'

VP

C 10

+50.00

EL

= 706.88'

VP

T 12

+50.00

AT [ CR 423

PROP. PGL

AT [ CR 423

EXISTING GROUND

[ SH5

MA

TC

H

EXI

STI

NG

EN

D

PR

OFI

LE

EL. 711.12

[

CR 423 (

SO

UT

H)

ST

A 14

+50.00

EL.706.63

[

SH 5

ST

A 308

+41.52

BE

GI

N

PR

OFI

LE

EL. 705.40

[

SH 5

ST

A 308

+41.52, 49'

LT

[

CR 423 (

SO

UT

H)

ST

A 10

+49.00

=

VPI STA = 11+50.00

EL = 702.88'

(-) 2.50% (+)

4.00

%

L = 200.00'

K = 31

ex = 1.62'

VPI STA = 13+60.00

EL = 711.28'

(+)

4.00

%(-) 0.18%

L = 100.00'

K = 24

ex = -0.52'

10+00 15+00

709.65

709.69

709.90

711.17

711.21

710.99

704.53

705.28

708.88

711.19

MA

TC

H

LI

NE

ST

A 269

+00

MA

TC

H

LI

NE

ST

A 321

+00

MA

TC

H

LI

NE

ST

A 269

+00

2016 ADT

2036 ADT

LEGEND

10,000

10,000

RO

LL 5

RO

LL 5

RO

LL

5

OF

11

RO

LL

5

OF

11

CURVE SH5CL7

PI STATION = 285+38.26

NORTHING = 7,168,742.05

EASTING = 2,561,873.66

TANGENT = 125.01

LENGTH = 250.00

RADIUS = 11,500.00

PC STATION = 284+13.26

PT STATION = 286+63.26

CURVE SH5CL8

PI STATION = 290+90.29

NORTHING = 7,169,260.96

EASTING = 2,562,061.99

TANGENT = 125.01

LENGTH = 250.00

RADIUS = 11,500.00

PC STATION = 289+65.28

PT STATION = 292+15.28

CURVE SH5CL7

CURVE SH5CL8

AT [ SH 5

EXISTING GROUND

AT [ SH 5

PROPOSED PGL

PROP. R.O.W.

EXIST. R.O.W.

PROP. R.O.W.

EXIST. R.O.W.

PROP. R.O.W.

EXIST. R.O.W.

CURVE CR423S-1

PI STATION = 12+39.06

NORTHING = 7,170,998.49

EASTING = 2,562,397.81

TANGENT = 86.31

LENGTH = 149.65

RADIUS = 120.00

PC STATION = 11+52.75

PT STATION = 13+02.40

CURVE CR423S-1

680

690

700

710

720

680

690

700

710

720

TXDOT, TP&P DIVISION FEBRUARY 26, 2010

SOURCE:

OUTER LOOP FRTG RD TO CR 365/421

SH 5 TRAFFIC PROJECTIONS

690

700

710

720

690

700

710

720

ST

A 321

+00

MA

TC

H

LI

NE

(PR-CR423S)

PROFILE - CR 423 (SOUTH)

PR

OP

OS

ED

EXI

STI

NG

PR

OP

OS

ED

EXI

STI

NG

DESIGN SPEED = 25 MPH

40 PGE LTD

MARTINETTE H LAWSON TRUSTEE

LAWSON LIVING TRUST

SALES, INC.

BROKERS &

MOBILE HOME

ALL TEXAS

COLLIN COUNTY TOLLROAD AUTHORITY

KENNEDY, J KEVIN & LISA L

HIXON FAMILY PARTNERSHIP LTD

BARBARA

HEATH,

DAVID L

GRAHAM,

& J

ES

SIC

A M

PRIC

E,

RO

BE

RT W

COLLIN COUNTY TOLLROAD AUTHORITY

CHURCH

BAPTIST

CALVARY

DALLAS AREA RAPID TRANSIT

COLLIN COUNTY OUTER LOOP

EST OF JAMES H WYSONG, ET AL

WYSONG MARGARET ANN &

C/O ADDISON WILSON III

TESTAMENTARY TRUST

C/O ADDISON WILSON III

TESTAMENTARY TRUST

CITY OF ANNA

HIXON FAMILY PARNERSHIP LTD

CO

LLIN C

OU

NT

Y O

UT

ER L

OO

P

ET AL

JAMES H WYSONG,

& EST OF

MARGARET ANN

WYSONG,

ALPA AMIT MAKWANA

MAKWANA AMIT MAGANLAL &

COLLIN COUNTY TOLL ROAD AUTHORITY

COLLIN COUNTY TOLL ROAD AUTHORITY

HARLAN PROPERTIES INC

ANNA HIGHWAY 5 LLC

TOMMY

CUNNINGHAM,

NURSERY AND PRESCHOOL

THE KANGAROO POUCH

STATE OF TEXAS

ALLTEXAS RET, LLC

ADABEL

ESCAMILLA,

ESCAMILLA

NELDA

HOPPER,

TOWER

WATER

PC 284

+13.26

PT 286

+63.26

PC 289

+65.28

PT 292

+15.28

N