3549 3549

CSJ’s: 0009-04-060, etc. CSJ’s: 0009-04-060, etc.

FIRST BAPTIST

CHURCH

CENTRAL

BAPTIST

CHURCH

N225

N226

N227

N228

N229

N230

N231

N232

N233

N234

N237

N238

N239N240

N241

N242 N243N244

N245

N246

N247

N249

N250N251

N252

N253

N254

N224

S201

S202

S203

S204

S205

S206

S207

S208

S209

S210

N252M

N252B

N252C

N252A

N252D

N252G

N252F

N252L

N252E

N252H

N252I

N252J

N252K

N255

N256

N257

N258

N259N260

N261N262

N263

N264

N265 N266N267

N268

N269

N270

N271

N272

N273

N274

N275N276

S211 S212

S213

S214

S215S216

S218

S219

S220

S221

S222

S223

S224

N272A

N268A

41’ 41’

2.0%

PR

OP

RO

W

PR

OP

RO

W

14’

LN

14’

LN

12’

LN

12’

LN

12’

LN

12’

LN

2’ 1’1’ 2’

2.0%

C SH 66L

1.5%

3’3’

PROPOSED TYPICAL SECTIONS

EXISTING TYPICAL SECTIONS

1.5%

LN LN

12’ 12’

60’ (USUAL)

EX

IST

RO

W

EX

IST

RO

W

LC SH 66

41’ 41’

2.0%

PR

OP

RO

W

14’

LN

14’

LN

12’

LN

12’

LN

12’

LN

12’

LN

2’ 1’1’ 2’

2.0%

*18’

C SH 66L

1.5%

3’3’

1.5%

6:1 US

3:1 MAX

6:1 US

3:1 MAX

PGL

15’

MIN

15’

MIN

6:1 US

3:1 MAX

15’

MIN

15’

MIN

4’

MIN

1.5%

RR CL

PROP EB

SH 66

3:1 MAX

6’

15’ 50’

(APPROX)

EX DITCH BETWEEN

SH 66 & UPRR /

DGNO LINE

EX

RO

W

EX

IS

T /

PR

OP

RO

W

4’

MIN

6:1 US

3:1 MAX

*(SEE DITCH SECTION)

3:1 TYP1:1 MAX

3:1 TYP1:1 MAX

1’-2’ 1’-2’

VARIES VARIES

8’-17’

PROPOSED SH 66

SIX-LANE DIVIDED ARTERIAL

STA 215+83 TO STA 245+34

STA 262+64 TO STA 346+47

PROPOSED SH 66

SIX-LANE DIVIDED ARTERIAL

STA 245+83 TO STA 262+64 *PROPOSED SH 66 DITCH ADJACENT

TO UPRR / DGNO RAIL LINE

STA 251+43 TO STA 277+00

EXISTING SH 66

TWO-LANE UNDIVIDED RURAL HIGHWAY

FROM CLARK ST TO HOUSTON ST

FROM BELL ST TO FM 1777

* MEDIAN TRANSITIONS FROM 38’ TO 6’

FROM STA 215+83 TO 218+66

12’ LEFT TURN LANES NOT SHOWN

9’

PROP ROW 130’- 201’

EX ROW 60’- 100’

PROP ROW 120’- 183’

EX ROW 60’- 100’

5’

SW

7’

5’

SW

7’

7’ 5’

SW

7’ 5’

SW

1.5%

L

14’

LN

14’

LN

2’ 2’

0’-12’

LN

2.0% 2.0% 1.5%

15’MIN

VARIES

15’MIN

VARIES

6’ 5’

SW

4’ 6’5’

SW

4’

PGL

PROPOSED FM 551

TWO-LANE UNDIVIDED STREET

C FM 551

PROP ROW 66’-142’

EX ROW 60’-80’

0’-12’

LN

0’-12’

LN

36’- 56’

PR

OP

RO

W

EX

IST

RO

W

1600

1400

1000

1000

900

600

4600

4100

2900

2100

1900

1300

3700

5400

6000

1000

1000

1000

TRAFFIC DIAGRAM