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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