part 3 of 3 texas department of...
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LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 15, 2014SHEET 1 OF 4
SL 337 SL 337
EXISTING CONDITION
RIVER RD
RIVER RD
2000
2800
3200
9800
13700
15500
900
1200
1400
10
00
14
00
16
00
1100
1600
1800
1000
1400
1600
500
600
700
600
800
900
1100
1600
1800
600
800
900
1600
2200
2500
9800
13700
15500
10200
14400
16200
1600
2200
2500
10
00
14
00
16
00
700
1000
1100
600
800
900
500
600
700
1100
1600
1800
1200
1800
2000
900
12
00
14
00
600
800
900
10200
14400
16200
1800
2600
2900
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 15, 2014 SHEET 2 OF 4
ROCK ST.
SL 337
EXISTING CONDITION
1100
1600
1800
1000
1400
1600
1800
2500
2800
10000
14000
15900
10500
14900
16800
1500
2100
2300
1100
16
00
18
00
900
1300
1400
600
800
900
14
00
19
00
210
0
15
00
210
0
2300
900
1300
1400
800
1100
1200
800
1100
1200
1000 - 2049 ADT
SL 337
1800
2600
2900
10000
14000
15900
1200
1800
2000
600
800
900
1400
1900
2100 500
600
700
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
15
00
210
0
2300
600
800
900
600
750
900
9700
13800
15500
9700
13800
15500
800
1100
1300
2000
2800
3200 100
150
200
500
600
700 1400
1900
2100
200
300
400
700
10
00
1100
GRUENE ROAD
1100
1200
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 15, 2014SHEET 3 OF 4
SL 337SL 337SL 337SL 337
RIVER TERRACE HANZ DR.
100
100
50
10
0
10
0
50
11750
16500
18700
11750
16500
18700
100
100
50
50
10
0
10
0 100
150
200
100
150
200
200
150
10
0
100
100
50
100
100
50
100
150
200
11600
16450
18500
11600
16450
18500
100
15
0
200
100
150
200
1200
1100
800
14
00
12
50
900
400
300
200
11000
15500
17600
11000
15500
17600
100
150
200
100
150
200
1200
1100
800
1200
1100
800
100
150
200
11600
16450
18500
11600
16450
18500 100
150
200
200
300
400
900
12
50
14
00
800
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 15, 2014SHEET 4 OF 4
SL 337SL 337SL 337SL 337
RIVERCREST DR.
200
150
200
15
0
11300
15850
17900
200
150
200
100
150
200
100
150
200
200
15
0
100
200 200
150
100
150
200
11900
16800
19000
11900
16800
19000
100
15
0
200
100
150
200
200
200
750
400
11200
15700
17700
11300
15900
17850
200
300
400
200
300
400
11800
16650
18800
11700
16500
18600 300
500
550
300
500
550
300
550
100 100
10
0
11300
15850
17900 100
150
100 100
100
15
0
HILLCREST DR.
400
300
400
300
300
500
550
500
200
150
650
200
150
100
400
300
200
SL 337 FROM RIVER ROAD TO HILLCREST DR. COMAL COUNTY
SL 337 FROM RIVER ROAD TO HILLCREST DR. COMAL COUNTY
SL 337 FROM RIVER ROAD TO HILLCREST COMAL COUNTY
SL 337 FROM RIVER ROAD TO HILLCREST COMAL COUNTY
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 15, 2014SHEET 1 OF 4
SL 337 SL 337
PROPOSED CONDITION
RIVER RD
RIVER RD
2000
2800
3200
9800
13700
15500
900
1200
1400
10
00
14
00
16
00
1100
1600
1800
1000
1400
1600
500
600
700
600
800
900
1100
1600
1800
600
800
900
1600
2200
2500
9800
13700
15500
10200
14400
16200
1600
2200
2500
10
00
14
00
16
00
700
1000
1100
600
800
900
500
600
700
1100
1600
1800
1200
1800
2000
900
12
00
14
00
600
800
900
10200
14400
16200
1800
2600
2900
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 15, 2014 SHEET 2 OF 4
ROCK ST.
SL 337
PROPOSED CONDITION
1100
1600
1800
1000
1400
1600
1800
2500
2800
10000
14000
15900
10500
14900
16800
1500
2100
2300
1100
16
00
18
00
900
1300
1400
600
800
900
14
00
19
00
210
0
15
00
210
0
2300
900
1300
1400
800
1100
1200
800
1100
1200
1000 - 2049 ADT
SL 337
1800
2600
2900
10000
14000
15900
1200
1800
2000
600
800
900
1400
1900
2100 500
600
700
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
15
00
210
0
2300
600
800
900
600
750
900
9700
13800
15500
9700
13800
15500
800
1100
1300
2000
2800
3200 100
150
200
500
600
700 1400
1900
2100
200
300
400
700
10
00
1100
GRUENE ROAD
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 15, 2014SHEET 3 OF 4
SL 337SL 337SL 337SL 337
RIVER TERRACE HANZ DR.
100
100
50
10
0
10
0
50
11750
16500
18700
12750
17950
20300
100
100
50
50
10
0
10
0 100
150
200
200
150
100 1550
100
100
50
100
150
200
11600
16450
18500
12600
17900
20100
100
150
200
100
150
200
2700
2400
1700
11100
15650
17700
11100
15650
17700
300
500
550
12400
17550
19750
12400
17550
19750 300
500
550
1700
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 15, 2014SHEET 4 OF 4
SL 337SL 337SL 337SL 337
RIVERCREST DR.
200
150
200
15
0
11300
15850
17900
200
150
200
100
150
200
1100
1600
1800
200
15
0
100
200
100
150
200
12900
18250
20600
11900
16800
19000
100
15
0
200
100
150
200
200
200
750
400
11200
15700
17700
11300
15900
17850
200
300
400
200
300
400
11800
16650
18800
11700
16500
18600 300
500
550
300
500
550
300
550
100 100
10
0
12300
17350
19500 100
150
100 1100
100
15
0
HILLCREST DR.
400
300
400
300
300
500
550
500
200
150
650
200
150
100
400
300
200
SL 337 FROM RIVER ROAD TO HILLCREST DR. COMAL COUNTY
SL 337 FROM RIVER ROAD TO HILLCREST DR. COMAL COUNTY
SL 337 FROM RIVER ROAD TO HILLCREST COMAL COUNTY
SL 337 FROM RIVER ROAD TO HILLCREST COMAL COUNTY
EXISTING CONDITION
EXISTING CONDITION
PROPOSED CONDITION
PROPOSED CONDITION
1100
1600
1800
1700
1050
2700
2400
1800
1600
1300
1850
2000
500
700
800
7000
10
600
11700
9300
14
000
15
550
1100
1600
1800
400
550
600
500
700
800
5600
8500
9400
8700
13050
14450
400
550
600
6300
9550
10600 7900
11900
13250
2600
3900
11350
2500
3750
415
0
9800
14
700
16
350
700
1100
12
00
700
1100
12
00
10
500
15
800
17
600
1500
2300
2500
700
1100
1200
11200
16900
18700
10200
15300
17000
700
1000
1100
600
900
1000
500
700
800
10500
15800
17600 1500
2300
2500
400
550
600
700
1100
12
00
600
900
10
00
16
00
2500
2700
800
12
00
13
00
10600
15900
17700
900
1400
1500
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
S. RUECKLE ROAD
I-35
SAN ANTONIO ROAD
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 30, 2014 SHEET 1 OF 4
10700
16250
18000
10250
15500
17200
250
350
400
700
1100
1200
850
1300
1400
250
350
400
250
350
400
700
1100
12
00
10150
15300
17000
10150
15300
17000
10250
15500
17200
10100
15300
17000
250
350
400
400
550
600
500
700
800
250
350
400
250
350
400
400
550
600
9900
14950
16600
9900
14950
16600
50
100
150
50
100
150
10200
15400
17050
10200
15400
17050
50
100
150
50
100
150
50
100
150
50
100
150
10400
15650
17400
10400
15650
17400
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 30, 2014 SHEET 2 OF 4
SL 337 SL 337
RIDGE HILL DRIVELP 337 ACCESS ROAD
STONE CROSSING
MA
TC
H LIN
E (A)
MA
TC
H LIN
E (A)
MA
TC
H LIN
E (B)
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 30, 2014
SHEET 3 OF 4
MA
TC
H LIN
E (C)
SL 337 SL 337
SH 46
N. WALNUT AVE
MA
TC
H LIN
E (B)
500
700
800
7400
1110
0
12
300
3750
5650
6300
3900
5850
6500
400
550
600
2050
3100
3400
10
900
16
400
18
200
4700
7100
7900
5300
8000
8900
5300
8000
8900
7250
10
900
12
100
4700
7100
7900
4300
6550
7300
4450
6750
7500
10
750
16
200
18
000
3750
5650
6300
250
350
400
400
550
600
3900
5850
6500
5800
8750
9700
5300
8000
8900
5300
8000
8900
5800
8750
9700
1900
2900
3200
INDEPENDENCE DRIVE
3750
5650
6300
2050
3100
3400
950
1450
1600
5300
8050
8900
500
700
800
500
700
800
ACCESS ROAD
600
900
1000
500
700
800
9500
14400
16000
9500
14400
16000
750
1100
1200
600
900
1000
600
900
10
00
750
1100
12
00
10150
15300
17000
10000
15100
16800
OAK RUN PKWY
11100
16750
18600
10750
16200
18000
250
350
400
600
900
1000
600
900
1000
250
350
400
250
350
400
600
900
10
00
10500
15850
17600
10500
15850
17600
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 30, 2014
SHEET 4 OF 4
SL 337SL 337
CALIFORNIA BLVD.
MA
TC
H LIN
E (C)
10250
15500
17200
10150
15350
17000
400
550
600
500
700
800
600
900
1000
400
550
600
400
550
600
500
700
800
9700
14600
16200
9700
14600
16200
10750
16200
18000
10250
15500
17200
700
1100
1200
1200
1800
2000
1300
2000
2200
850
1300
1400
700
1100
12
00
12
00
18
00
2000
9450
14200
15800
9450
14200
15800
CASTLEWOOD DRIVEOAKWOOD BLVD.
EXISTING CONDITION
EXISTING CONDITION
EXISTING CONDITION
EXISTING CONDITION
SL 337SL 337
SL 337
7900
11900
13250
5600
8500
9400
I-35
ALTGELT ROAD
1300
1850
2000
500
700
800
7000
10
600
11700
9300
14
000
15
550
1100
1600
1800
400
550
600
500
700
800
5600
8500
9400
8700
13050
14450
400
550
600
6300
9550
10600 7900
11900
13250
2600
3900
11350
2500
3750
415
0
9800
14
700
16
350
700
1100
12
00
700
1100
12
00
10
500
15
800
17
600
1500
2300
2500
700
1100
1200
11200
16900
18700
10200
15300
17000
700
1000
1100
600
900
1000
500
700
800
10500
15800
17600 1500
2300
2500
400
550
600
700
1100
12
00
600
900
10
00
16
00
2500
2700
800
12
00
13
00
10600
15900
17700
900
1400
1500
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
S. RUECKLE ROAD
I-35
SAN ANTONIO ROAD
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 30, 2014
SHEET 1 OF 4
MA
TC
H LIN
E (A)
SL 337SL 337
7900
11900
13250
5600
8500
9400
I-35
ALTGELT ROAD
PROPOSED CONDITION
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 30, 2014
SHEET 2 OF 4
SL 337
RIDGE HILL DRIVELP 337 ACCESS ROAD
STONE CROSSING
MA
TC
H LIN
E (A)
MA
TC
H LIN
E (B)
OAK RUN PKWYPROPOSED CONDITION
10300
15600
17350
750
1200
1350
10750
16350
18150
300
450
550
50
100
150
250
350
400
800
1300
1400
10150
15400
17150
50
100
150
10150
15400
17150 250
350
400
700
1100
12
00
10200
15450
17150
100
150
200
100
150
200
SL 337
10750
16200
18000
400
650
750
10300
15600
17350
850
1250
1400
50
100
150
250
350
400
500
700
800
9900
15050
16750
600
900
1000
10450
15850
17600 300
350
400
350
550
600
9550
14400
16000
1200
1800
2000
1200
1800
2000
SL 337
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 30, 2014
SHEET 3 OF 4
MA
TC
H LIN
E (C)
SL 337 SL 337
SH 46
N. WALNUT AVE
MA
TC
H LIN
E (B)
500
700
800
7400
1110
0
12
300
4500
6750
7500
3900
5850
6500
1150
1650
1800
2800
4200
4600
10
900
16
400
18
200
5450
8200
9100
5300
8000
8900
5300
8000
8900
7250
10
900
12
100
5450
8200
9100
5050
7650
8500
4450
6750
7500
10
750
16
200
18
000
3750
5650
6300
250
350
400
400
550
600
3900
5850
6500
5800
8750
9700
5300
8000
8900
5300
8000
8900
5800
8750
9700
1900
2900
3200
INDEPENDENCE DRIVE
4500
6750
7500
2050
3100
3400
950
1450
1600
5300
8050
8900
500
700
800
500
700
800
ACCESS ROADPROPOSED CONDITION
LEGEND
1000 - 2019 ADT
1000 - 2039 ADT
1000 - 2049 ADT
2019, 2039 AND 2049 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS AT SPECIFIED POINTS ALONG
SL 337 FROM I-35 TO RIVER ROAD COMAL COUNTY
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
OCTOBER 30, 2014SHEET 4 OF 4
CALIFORNIA BLVD.
MA
TC
H LIN
E (C)
CASTLEWOOD DRIVEOAKWOOD BLVD.
PROPOSED CONDITION
SL 337
11350
17150
19000
700
1050
1200
11100
16750
18600
950
1450
1600
100
150
200
250
350
400
600
900
1000
10500
15850
17600
700
1100
1200
11100
16800
18600 250
350
400
600
900
10
00 SL 337
10250
15350
17000
1600
2500
2800
11350
17150
19000
500
700
800
1200
1800
2000
400
5500
600
600
900
1000
10750
16250
18000
100
150
200
9650
14600
16200 400
550
600
500
700
800
2050
3100
3400
2050
3100
3400
9300
14050
15600
SHLD.
24'
SHLD.
SHLD.
24'
SHLD.
SHLD.
24'
SHLD.
SHLD.
24'
SHLD.
SHLD.
24'
SHLD.
220' USUAL
48'
8'8'
220' USUAL
42' USUAL
99'
RO
W C/L
LO
OP 3
37
EXIS
TIN
G
48'
8'8'
220' USUAL
42' USUAL
48'
4'41' USUAL
SHLD.
24'
RO
W C/L
LO
OP 3
37
EXIS
TIN
G
10'
DLHS
2% 2%
Vetical ControlHorizontal &
2% 2%
Vetical ControlHorizontal &
Vetical ControlHorizontal &
HILLCREST TO ROCK STREET+/-PROPOSED TYPICAL SECTION
4'
D
L
H
S
27'5'1'6'
Vetical ControlHorizontal &
2%
2% 2%
Vetical ControlHorizontal &
2%
ROCK STREET+/- TO RIVER RD.PROPOSED TYPICAL SECTION
EXIS
T.
R.O.W.
EXIS
T.
R.O.W.
EXIS
T.
R.O.W.
EXIS
T.
R.O.W.
EXIS
T.
R.O.W.
EXIS
T.
R.O.W.
HILLCREST TO NORTH OF SAN ANTONIO STREETEXISTING LOOP 337
48'
8'8'
220' USUAL
42' USUAL
RO
W C/L
LO
OP 3
37
EXIS
TIN
G
2% 2%
Vetical ControlHorizontal &
EXIS
T.
R.O.W.
EXIS
T.
R.O.W.
HILLCREST TO NORTH OF SAN ANTONIO STREETEXISTING LOOP 337
14' 12' 12' 11' 4'
DLHS
12'12'11'4'
DLHS
5'
K
L
W
D
S
CL
48'
8'8'
220' USUAL
42' USUAL
58'
4'31' USUAL
SHLD.
24'
RO
W C/L
LO
OP 3
37
EXIS
TIN
G
10'
DLHS
2% 2%
Vetical ControlHorizontal &
Vetical ControlHorizontal &
2%
EXIS
T.
R.O.W.
EXIS
T.
R.O.W.
RIVER ROAD+/- TO SH 46PROPOSED TYPICAL SECTION
48'
8'8'
220' USUAL
42' USUAL
48'
4'41' USUAL
SHLD.
24'
RO
W C/L
LO
OP 3
37
EXIS
TIN
G
10'
DLHS
2% 2%
Vetical ControlHorizontal &
Vetical ControlHorizontal &
2%
EXIS
T.
R.O.W.
EXIS
T.
R.O.W.
SH 46 TO NORTH OF SAN ANTONIO ST.PROPOSED TYPICAL SECTION
K
L
W
D
S
K
L
W
D
S
K
L
W
D
S
5'*5'*
From Rivercrest Dr. to River Terrace*Proposed Sidewalk
From Rivercrest Dr. to River Terrace*Proposed Sidewalk
K
L
W
D
S
5'*
PA
CIFIC
RAIL
RO
AD
PACIFIC
RAILRO
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UNIO
N
UNIO
N
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Com
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Comal
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Town
Hortown
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3.0
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1.7
0.4
2.1
1.4
2.3
1.4
5.1
0.2
0.2
0.9
0.9
1.0
1.11.1
1.1
0.1
1.3
NEW
BRAUNFELSPop 27,334
GRUENE
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725
46
46
46
35
46
35
482
35
1044
H
B35
337
46337
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RIVER
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RAPID
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HW
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BLUFF-
SIDE
CARDINAL
TIM
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LIVE OAK
LIVE OAK
OA
K
LIVE
ENCI
NO
WO
OD
CASTLE- BR
IAW
OOD
OHIO
KLIN
GE
MAN
N
VIE
W
LAKE-
SKYVIEW
MISTY ACRES
VALE
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WP
AR
K
N
TRADE CENTER
KO
WALD
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RC
H
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TUMBLE-
STARNORTH
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WO
OD
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RV
EN
DB
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B35
H
337
TEXAS DEPARTMENT OF TRANSPORTATIONSCHEMATIC LAYOUT
OFFICE OF THE DISTRICT ENGINEERSAN ANTONIO, TEXAS
Not To Scale
LOCATION MAP
CORRECT:
DIRECTOR
TRANSPORTATION PLANNING
CORRECT:
PLANNING AND DEVELOPMENT
DIRECTOR OF TRANSPORTATION
RECOMMENDED FOR APPROVAL:
DISTRICT ENGINEER
R
CONCURRENCE BY DESIGN DIVISION
CONCURRENCE BY F.H.W.A.
1" =10' Vertical
Scale: 1" = 100' Horizontal
LOOP 337 - COMAL COUNTY
(SH 46, SOUTHERLY TO IH 35~ LENGTH 2.997 MILES)CONTROL; 0216 SECTION: 01 JOB: 036
(RIVER ROAD TO SH 46~LENGTH 2.230 MILES)CONTROL: 0216 SECTION: 01 JOB: 055
(RIVER ROAD TO HILLCREST DRIVE ~ LENGTH 1.431 MILES)CONTROL: 0216 SECTION: 01 JOB: 054
FUNCTIONAL CLASS: PRINCIPAL ARTERIAL
PROPOSED CONNECTION= 30 MPH
PROPOSED RAMPS = 50 MPH
PROPOSED FRONTAGE ROAD = 40 MPH
DESIGN SPEED: PROPOSED MAINLANES = 55 MPH
PART 3 OF 3(Proposed Condition)
Loop 337 Traffic Projections(Existing Condition)
Loop 337 Traffic Projections
Part 1
Part 2
Part 3
, 2016
, 2016
, 2016
(512)416-2055; all rights reservedC 2016 by Texas Department of Transportation;
7795
7796
7797
7798
7799
7814
7866
NO
CO
DE
78767877
7878
7879
7880
7881
7882
7883
7884
7885
8137
8138
8139
8140
8141
8142
8143
8144
28636
28639
28640
28641
28642
28646
28647
28648
28649
28650
28652
28658
28659
28812
28813 28820
28824
28829
28834
28849
18371
18373
18376
18417
18418
18422
18423
18424
18425
18426
18427
18430
18432
18433
18434
18435
18436 18437
18438
18444
18445
18446
18447
18448 18449
18450
NO
CO
DE
NO
CO
DE
NO
CO
DE
18587
18588
18594
18595
18619
18620
18621
18622
18625
18627
18628
18629
18631
18633
18634
18635
18636
18637 18638
18639
1864018641
18642
18643
18644
18645
18646
1864718648
18649
18650
18652
18653
18654
18655
18656
18657
18658
18659
18660
18661
47873
47874
47875
47876
47877
47878
47879
47880
47881
47882
47883
47884
47915
47918
47919
47920
47921
47922
47923
47924
47925
48203
48204
48205
48206
48207
48208
48209
48210
48211
48212
48225
48226
48234
48235
48236
48237
48239
48242
48243
48244
48247
48261
48264
48265
48266
48267
48268
48269
48270
48271
48272
48273
48274
48277
48278
48281
48282
48285
48286
48287
48288
48289
48290
48293
48294
48295
48296
48297
48298
48299
48301
48304
48305
48308
48309
48310
48311
48312
48315
48316
48317
48318
48321
48322
48323
48324
48325
48326
48331
48332
48334
48335
48336
48337
48338
48343
48344
48348
48349
48350
48351
48354
48355
48356
48357
48360
48361
48362
48363
48366
48367
48370
48371
48372
48402
48403
48405
18032
18033
18040
NO
CO
DE N
O
CO
DE
55771
55772
55773
55774
55776
55777
55778
55780
55775
55770
NO
CO
DE
NO
CO
DE
5391
5392
5395
5396
5429
5430
5436
5439
5008
5010
5015
5018
5023
5044
5045
5046
5047
5058
5059
5060
5061
5083
5096
5099
5100
NO
CO
DE
5121
5125
NO
CO
DE
5162
5166
5167
5175
5180
5185
5238
5239
5240
5243
5244
5264
5265
5266
5267
NO
CO
DE
5774
5775
5776
5777
5793
5794
5795
5807
5809
5811
58185
8205
822
583758395
841
5859
5861
5863
5884
5886
5888
5890
5893
5894
5896
5897
5898
5899
5900
5903
5904
5905
5906
5909
5910
5911
5913
5914
5916
5917
5918
5919
5920
5921
5922
5923
5924
5925
5926
5927
5928
5929
5930
5931
5932
5933
5934
5935
5936
5937
5968
5971
5973
5974
5975
5976
5995
5996
5997
5998
5999
6001
6005
6006
6007
6008
6009
NO
CO
DE
6011
6012
6013
6014
6033
6034
6035
6036
6037
6038
6041
6042
6045
6046
6047
6048
6049
6050
6150
6151
6152
6153
6158
6159
6160
61866187
6190
6202
6207
6208
6209
6210
6211
6228
6230
6231
6232
6237
6238
62396
240
6241
6242
6243 6
244
6245
NO
CO
DE
6269
6271
6272
6273
6274
6275
6276
6277
6278
6279
6280
6281
6282
6284
6285
6286
6289
6290
6291
6370
6371
6372
6373
6376
6381
6384
6385
6387
6388
6391
6392
6405 6406
6409
6411
6421
6424
6425
6431
NO
CO
DE
NO
CO
DE
NO
CO
DE
6473
6474
6475
6476
6479
6480
6483
6484
6487
6488
6490
6494
6495
6696
6699
6700
6703
6704
6707
6708
6711
6712
6715
6716
6764
6767
6768
6772
6776
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
7758
7759
7760
7761
7766
7767
7768
7769
NO
CO
DE
NO
CO
DE
8724
8727
8728
8731
8732
8735
8736
8739
8740
8741
8742
8743
8745
8748
8749
8751
9308
9310
9311
9314
9318
9321
9324
9329
9332
9333
NO
CO
DE
NO
CO
DE
9714
9723
9724
9730
9737
36994
36995
48307
36993
36522
36523
36525
5912
36993
36994
36523
36920
36921
36922
369233
692436925
36960
36961
36962
36963
36964
36965
36966
36967
36968
36969
36970 36971
36972
36973
36974
36975
36976
36977
36978
36979
36980
36981
36982
36983
36984
36985
36986
36987
36988
36989
36990
36995
36522
36525
36954
36955
36956
36957
36958
36959
305+00
310+00
315+00
320+00
325+00
330+00
335+00
340+00
345+00
350+00
355+00360+00
365+00
370+00
15+00
20+00
305+00
310+00
315+00
320+00
325+00
330+00
335+00
340+00
345+00
350+00
355+00
360+00
365+00
370+00
330+00
335+00340+00
345+00
350+00
355+00
360+00
365+00
370+00
375+00
380+00
385+00
390+00
LAN
DA
VPI STA. 327+36.60
-3.7
0%
-5.9
5%
K = 222
ex = -1.40'
VPI STA. 335+62.35
-5.9
5%
-0.56%
K = 120
ex = 4.38'
VPI STA. 351+81.64
-0.56%
-5.7
3%
K = 261
ex = -8.73'
VPI STA. 370+60.47
-5.7
3%
-1.93%
K = 166
ex = 2.99'
VPI STA. 423+93.29
+2.88%-3.3
7%
K = 179
ex = -8.75'
VPI STA. 435+09.38
-3.3
7%
+0.55%
L = 595.00'
K = 152
ex = 2.91'
765.49
759.76
754.03
748.30
742.57
736.84
731.11
725.38
719.74
714.64
710.15
706.25
702.96
700.27
664.40
667.28
670.16
672.91
675.14
676.81
677.92
678.47
678.47
677.91
676.79
675.11
672.88
670.09
666.80
663.43
660.06
656.95
654.49
652.69
651.55
651.07
651.24
651.79
652.34
652.89
653.44
653.99
654.54
-1.93%
K = 115
ex = -1.93'
698.17
696.23
694.30
692.37
690.04
686.84
682.77
VPI STA. 409+19.16
+0.50%
+2.88%
K = 122
ex = 0.86'
640.21
640.71
641.21
641.71
642.21
642.71
643.21
643.71
644.23
645.36
647.30
650.01
652.89
655.76
658.64
661.52
677.83
672.27
667.23
663.07
659.66
656.34
653.04
649.73
646.42
643.34
641.09
639.70
639.08
638.71
638.53
638.56
638.78
639.21
639.71
VPI STA. 383+16.69
-3.3
1%
K = 116
ex = 0.76'
VPI STA. 390+90.30
-3.3
1%
-0.50%
K = 116
ex = 1.14'VPI STA. 395+37.45
-0.50%+0.50%
L = 500.00'
K = 500
ex = 0.63'
ELEV. = 649.64
ELEV. = 870.55
ELEV. = 821.40
ELEV. = 812.39
ELEV. = 665.72
ELEV. = 704.73
ELEV. = 688.21ELEV. = 687.23
ELEV. = 644.80
ELEV. = 640.13
ELEV. = 637.89
L = 1,120.00'
L = 290.00'
L = 325.00'
L = 265.00'
L = 420.00'
L = 630.00'
L = 1,350.00'
L = 650.00'
L = 500.00'
Elev.
= 654.64
Sta. 444
+17.84
Match
Existing
620
630
640
650
660
670
680
690
620
630
640
650
660
670
680
690
620
630
640
650
660
670
680
690
620
630
640
650
660
670
680
690
670
680
690
700
710
720
730
740
680
670
690
700
710
720
730
740
750
760
770
780
790
800
810
820
760
750
770
780
790
800
810
820
820
830
840
850
860
870
771.22
870.88
865.99
860.65
854.87
848.92
842.97
837.18
832.16
827.98
824.62
822.09
820.40
819.52
818.97
818.41
817.85
817.30
816.74
816.18
815.46
814.35
812.86
810.99
808.73
806.09
803.07
799.67
795.88
791.71
787.15
782.21
776.89
360+00 330+00335+00345+00350+00355+00365+00370+00375+00380+00385+00390+00395+00400+00405+00410+00415+00420+00425+00430+00435+00
850
820
830
840
860
870
880
890
ST
NI
OP
L
AC
IT
NE
DI
ST
NI
OP
LA
CI
TN
ED
I
LA
CI
TN
ED
I
ST
NI
OP
651.24
865.46
859.92
854.32
848.67
842.93
837.43
834.89
825.14
808.34
805.90
813.81
820.05
819.52
818.93
818.42
817.70
816.30
816.35
815.67
814.22
812.44
810.38
808.09
805.50
800.71
795.91
794.58
791.12
786.57
781.57
776.02
770.34
764.94
759.24
753.60
747.85
742.33
736.40
730.00
715.52
701.18
694.86
690.36
686.12
682.70
679.03
675.11
673.98
670.36
666.72
655.79
651.37
659.29
657.59
653.90
653.38
654.52
655.65
655.33
653.87
650.29
645.38
641.74
639.25
637.60
634.38
634.89
634.82
635.20
635.99
637.52
634.68
630.78
626.53
623.37
621.70
620.18
615.76
629.22
633.71
637.24
637.42
640.15
648.12
649.25
652.03
653.73
656.84
661.53
665.37
667.76
669.65
671.64
673.98
657.30
643.03
643.70
654.34
652.23
652.33
652.39
653.38
653.62
658.61
657.10
654.72
652.66
650.31
650.66
650.73
UPRR
BeamsTX28
BeamsTX28 Beams
TX28
BeamsTX34
BeamsTX34
BeamsTX62
UPRR
STO
NE C
ROSSIN
G
DRY C
OM
AL
CREEK
BeamsTX28
-5.6
0%
VPI STA. 379+15
-5.6
0%
Clear. 23'-6"
Prop.
Min.
Vert.
UP
RR
Clear. 23'-6"
Prop.
Min.
Vert.
UP
RR
BeamsTX34
305+00310+00315+00320+00325+00330+00335+00340+00345+00350+00355+00360+00365+00370+00375+00380+00385+00390+00395+00400+00405+00410+00415+00
VPI STA. 384+83.14
+0.14%
+3.44%
K = 161
ex = 2.19'
+3.44%-3.5
6%
K = 255
VPI STA. 410+85.64
-3.5
6%
+0.55%
K = 145
ex = 3.06'
654.35
641.92
642.06
642.20
642.34
642.48
642.62
642.76
642.90
643.04
643.18
643.32
643.46
643.81
644.77
646.35
648.56
651.39
654.76
658.20
661.64
664.85
667.67
670.10
672.14
673.78
675.03
675.89
676.36
676.44
676.12
675.41
674.31
672.82
670.94
668.66
665.99
662.93
659.49
656.36
653.92
652.17
651.11
650.74
651.05
651.60
652.15
652.70
653.25
653.80
VPI STA. 303+12.11
-5.9
3%
K = 231
ex = -0.97'
VPI STA. 311+44.02
-5.9
3%
-0.48%
660.00' V.C.
K = 121
ex = 4.50'
VPI STA. 327+46.38
-0.48%
-5.7
2%
K = 267
ex = -9.18'
VPI STA. 346+84.35
-5.7
2%
-2.27%
K = 239
ex = 3.56'
VPI STA. 355+47.96
-2.27%
-3.9
4%
K = 435
ex = -1.51'
VPI STA. 366+18.39
-3.9
4%
+0.14%
K = 153
ex = 3.19'
865.38
859.77
853.85
847.91
841.98
836.35
831.54
827.56
824.40
822.08
820.57
819.87
819.39
818.92
818.44
817.96
817.49
816.96
816.09
814.85
813.24
811.25
808.89
806.15
803.04
799.55
795.69
791.45
786.84
781.85
776.49
770.81
765.09
759.37
753.65
747.92
742.20
736.48
730.76
725.05
719.66
714.68
710.12
705.98
702.26
698.96
696.07
693.60
691.33
688.91
686.25
683.37
680.26
676.92
673.35
669.55
665.61
661.67
657.73
653.79
650.14
647.14
644.79
643.10
642.06
641.67
641.78
ELEV. = 870.93
ELEV. = 813.93
ELEV. = 821.57
ELEV. = 641.25ELEV. = 703.05
ELEV. = 683.42
ELEV. = 649.32
ELEV. = 643.86
L = 595.00'
L = 1,785.00'
L = 530.00'L = 625.00'
L = 725.00'
L = 825.00'
L = 1,400.00'
L = 424.00'
620
630
640
650
660
670
680
690
620
630
640
650
660
670
680
690
620
630
640
650
660
670
680
690
620
630
640
650
660
670
680
690
-5.7
2%
700
710
720
730
740
750
760
770
700
710
720
730
740
750
760
770
770
780
790
800
810
820
830
840
770
780
790
800
810
820
830
840
850
860
870
880
890
900
910
920
ST
NI
OP
LA
CI
TN
ED
I
ST
NI
OP
LA
CI
TN
ED
I
ST
NI
OP
LA
CI
TN
ED
I
DRY C
OM
AL
CREEK
Clr 23'-0"
EXI
ST
Min
Vert
UP
RR
UPRR
UPRR
LAN
DAClear. 23'-0"
Exist
Min.
Vert.
UP
RR
CL1 (Existing LP 337 R.O.W. Centerline)
P.I. Station 306+66.2417 X 2,233,995.0951 Y 13,807,875.8568
Delta = 83° 14' 22.7162" (LT)
Degree = 2° 59' 59.7699"
Tangent = 1,696.8705
Length = 2,774.7139
Radius = 1,909.9000
External = 644.9165
Long Chord = 2,537.0534
Mid. Ord. = 482.1192
P.C. Station 289+69.3712 X 2,235,355.4709 Y 13,808,890.1285
P.T. Station 317+44.0851 X 2,234,842.1756 Y 13,806,405.5425
Superelevation Rate = 6.022%
P.I. Station 360+35.2242 X 2,236,984.3192 Y 13,802,687.3311
Delta = 27° 29' 08.3020" (RT)
Degree = 2° 30' 00.1224"
Tangent = 560.4955
Length = 1,099.4106
Radius = 2,291.8000
External = 67.5436
Long Chord = 1,088.8991
Mid. Ord. = 65.6100
P.C. Station 354+74.7287 X 2,236,704.5189 Y 13,803,172.9926
P.T. Station 365+74.1393 X 2,237,008.3919 Y 13,802,127.3528
Superelevation Rate = 5.297%
P.I. Station 392+33.7875 X 2,237,122.6212 Y 13,799,470.1587
Delta = 2° 14' 00.0000" (RT)
Degree = 0° 29' 59.9931"
Tangent = 223.3625
Length = 446.6684
Radius = 11,459.1996
External = 2.1767
Long Chord = 446.6401
Mid. Ord. = 2.1763
P.C. Station 390+10.4251 X 2,237,113.0280 Y 13,799,693.3151
P.T. Station 394+57.0934 X 2,237,123.5109 Y 13,799,246.7980
Superelevation Rate = 2.000%
P.I. Station 411+52.5464 X 2,237,130.2642 Y 13,797,551.3585
Delta = 0° 49' 59.9700" (RT)
Degree = 0° 15' 00.0005"
Tangent = 166.6678
Length = 333.3298
Radius = 22,918.2980
External = 0.6060
Long Chord = 333.3269
Mid. Ord. = 0.6060
P.C. Station 409+85.8786 X 2,237,129.6003 Y 13,797,718.0250
P.T. Station 413+19.2084 X 2,237,128.5040 Y 13,797,384.7000
Superelevation Rate = 2.000%
POT Station 428+06.9935 X 2,237,112.7918 Y 13,795,896.9978
POT Station 430+32.9935 X 2,237,255.4109 Y 13,795,721.6816
CL2 (Proposed SB LP 337 Main Lane Centerline)
P.I. Station 329+30.6039 X 2,233,932.2148 Y 13,807,888.8473
Delta = 83° 14' 22.7162" (LT)
Degree = 2° 55' 35.0021"
Tangent = 1,739.5166
Length = 2,844.4486
Radius = 1,957.9000
External = 661.1247
Long Chord = 2,600.8151
Mid. Ord. = 494.2359
P.C. Station 311+91.0873 X 2,235,326.7798 Y 13,808,928.6100
P.T. Station 340+35.5358 X 2,234,800.5843 Y 13,806,381.5808
Superelevation Rate = 5.916%
P.I. Station 383+14.9358 X 2,236,936.8677 Y 13,802,673.5413
Delta = 27° 29' 08.3020" (RT)
Degree = 2° 33' 12.6556"
Tangent = 548.7563
Length = 1,076.3843
Radius = 2,243.8000
External = 66.1290
Long Chord = 1,066.0929
Mid. Ord. = 64.2358
P.C. Station 377+66.1794 X 2,236,662.9276 Y 13,803,149.0309
P.T. Station 388+42.5638 X 2,236,960.4362 Y 13,802,125.2913
Superelevation Rate = 5.377%
P.I. Station 415+01.2764 X 2,237,074.6253 Y 13,799,469.0319
Delta = 2° 14' 00.0000" (RT)
Degree = 0° 30' 07.5646"
Tangent = 222.4269
Length = 444.7974
Radius = 11,411.1996
External = 2.1676
Long Chord = 444.7692
Mid. Ord. = 2.1672
P.C. Station 412+78.8495 X 2,237,065.0723 Y 13,799,691.2535
P.T. Station 417+23.6469 X 2,237,075.5113 Y 13,799,246.6068
Superelevation Rate = 2.000%
P.I. Station 428+31.7642 X 2,237,079.9251 Y 13,798,138.4983
Delta = 5° 37' 21.9443" (LT)
Degree = 0° 57' 17.7468"
Tangent = 294.6437
Length = 588.8143
Radius = 6,000.0000
External = 7.2302
Long Chord = 588.5780
Mid. Ord. = 7.2215
P.C. Station 425+37.1206 X 2,237,078.7515 Y 13,798,433.1396
P.T. Station 431+25.9349 X 2,237,109.9615 Y 13,797,845.3896
Superelevation Rate = 2.000%
P.I. Station 435+01.2122 X 2,237,148.2179 Y 13,797,472.0673
Delta = 6° 33' 53.4579" (RT)
Degree = 1° 09' 43.8703"
Tangent = 282.7447
Length = 564.8707
Radius = 4,930.0000
External = 8.1013
Long Chord = 564.5618
Mid. Ord. = 8.0880
P.C. Station 432+18.4675 X 2,237,119.3945 Y 13,797,753.3391
P.T. Station 437+83.3382 X 2,237,144.6952 Y 13,797,189.3445
Superelevation Rate = 2.000%
CL 3 (Existing NB LP 337 Main Lane Centerline)
P.I. Station 305+66.9429 X 2,234,057.9754 Y 13,807,862.8662
Delta = 83° 14' 22.7126" (LT)
Degree = 3° 04' 38.1893"
Tangent = 1,654.2244
Length = 2,704.9792
Radius = 1,861.9000
External = 628.7083
Long Chord = 2,473.2916
Mid. Ord. = 470.0025
P.C. Station 289+12.7186 X 2,235,384.1619 Y 13,808,851.6471
P.T. Station 316+17.6977 X 2,234,883.7669 Y 13,806,429.5042
Superelevation Rate = 6.116%
POT Station 412+18.5359 X 2,237,185.3391 Y 13,797,384.1647
Superelevation Rate = 2.000%
P.T. Station 410+92.0081 X 2,237,185.7560 Y 13,797,510.6918
P.C. Station 407+57.5059 X 2,237,181.9761 Y 13,797,845.1608
Mid. Ord. = 1.2205
Long Chord = 334.4903
External = 1.2207
Radius = 11,459.0000
Length = 334.5022
Tangent = 167.2630
Degree = 0° 30' 00.0245"
Delta = 1° 40' 21.1220" (RT)
P.I. Station 409+24.7689 X 2,237,186.3071 Y 13,797,677.9539
Superelevation Rate = 2.000%
P.T. Station 406+60.2703 X 2,237,179.4583 Y 13,797,942.3638
P.C. Station 404+09.1661 X 2,237,175.7070 Y 13,798,193.4350
Mid. Ord. = 0.6878
Long Chord = 251.0992
External = 0.6878
Radius = 11,459.0000
Length = 251.1043
Tangent = 125.5572
Degree = 0° 30' 00.0245"
Delta = 1° 15' 19.9381" (LT)
P.I. Station 405+34.7232 X 2,237,176.2072 Y 13,798,067.8788
Curve CNBML29
Superelevation Rate = 2.000%
P.T. Station 393+55.6037 X 2,237,171.5105 Y 13,799,246.9890
P.C. Station 389+07.0639 X 2,237,160.9837 Y 13,799,695.3768
Mid. Ord. = 2.1854
Long Chord = 448.5113
External = 2.1858
Radius = 11,507.1996
Length = 448.5397
Tangent = 224.2983
Degree = 0° 29' 52.4848"
Delta = 2° 14' 00.0063" (RT)
P.I. Station 391+31.3622 X 2,237,170.6171 Y 13,799,471.2855
Superelevation Rate = 5.217%
P.T. Station 364+70.7783 X 2,237,056.3476 Y 13,802,129.4144
P.C. Station 353+48.3414 X 2,236,746.1102 Y 13,803,196.9542
Mid. Ord. = 66.9841
Long Chord = 1,111.7052
External = 68.9583
Radius = 2,339.8000
Length = 1,122.4369
Tangent = 572.2346
Degree = 2° 26' 55.4888"
Delta = 27° 29' 08.2995" (RT)
P.I. Station 359+20.5760 X 2,237,031.7707 Y 13,802,701.1210
POT Station 438+05.3088 X 2,237,144.4237 Y 13,797,167.5579
POT Station 21+91.7110 X 2,236,507.1054 Y 13,802,985.6145
P.T. Station 14+25.2487 X 2,236,051.1070 Y 13,803,601.6744
P.C. Station 11+30.3196 X 2,236,104.4066 Y 13,803,857.4238
Mid. Ord. = 58.5403
Long Chord = 261.2443
External = 87.9666
Radius = 175.0000
Length = 294.9291
Tangent = 196.2815
Degree = 32° 44' 25.6036"
Delta = 96° 33' 39.9620" (LT)
P.I. Station 13+26.6011 X 2,235,934.3315 Y 13,803,759.4398
POT Station 10+00 X 2,236,217.3267 Y 13,803,922.4796
Ramp CONN1 (SB Connection to Landa St.)
11307
11370
11457
11459
11462
11463
11464
11472
11473
11474
11477
11478
11479
11480
11483
11484
NO
CO
DE
NO
CO
DE
NO
CO
DE
2244
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
12266
12267
12271
12272 1
2275
12276
12277
12278
12281
12282
12286
12290
12292
12293
12294
12297
12298
12299
12385
12386
12389 1
2390
12392
12394
12398
12399
12400
12401
12404
13201
13202
13205
13207
13208
13209
13212
13240
13241
13242
13243
13246
13247
13248
13249
13250
13251
13252
13253
13254
13255
13256
13257
13260
13268
13269
13274
13275
13280
13281
13286
13287
13292
13313
13346
13356
13367
13369
13373
13374
13375
13376
13382
13383
13384
13385
13386
13387
13417
13418
13419
13420
13421
13422
13423
13424
13425
13426
1342713428
13429
13430
13431
13432
13433
1343413435
13436
13437
13438
13439
13440
1344113442
13443
13444
13445
13446
13447
134481
3449
13450
13451
13452
13453
13454
13455
13467
13468
13470
13471
13472
13474
13475
13485
13486
13487
13488
13489
13490
13491
13492
13493
13494
13495
13496
13497
13498
13499
13500
13501
13502
13503
13504
13505
13506
13507
13508
13509
13510
13512
13513
13514
13515
13517
13518
13521
13522
13526
13529
13530
13532
13534
13535
13538
13539
13542
13548
13549
13579
13580
13581
13583
13584
13585
13607
13608
13609
13624
13625
13626
13627
13628
13632
13633
13645
13646
13647
13649
13650
13652
13653
13659
13660
13668
13676
13677
13684
13685
14188
14195
14197
14204
14205
14212
14219
14220
14228
14229
14238
14239
14244
1424614247
14248
14249
14252
14274
14287
14288
14290
14291
14292
14293
14294
14295
14296
14297
14298
14299
14918
14920
14921
14922
14925
14926
14927
14930
14931
14933
14934
14936
14938
14981
14982
14983
14987
14988
14989
14994
14995
14996
15000
15001
15003 1
500415007
15008
15009
15055
15056
15057 1
5058
15059
15064
15065
15067
15068
15071
15073
15074
15075
15099
15100
15102
15103
15104
15105
NO
CO
DE
NO
CO
DE
17122
17123
17150
17153
17154
17155
17322
17323
17333
17339
173401
7344
17345
17346
17347
17354
17355
17356
17358
17376
17377
17378
17387
17388
17395
17396
17397
17398
17399
17400
17455
17461
17462
17463
17464
17471
17472
17479
17482
17483
17484
17485
17488
17489
17492
17493
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
NO
CO
DE
17453
34248
35160
35126
35095
15070
14997
14928
12395
12285
71401
71509
71438
71440
71435
71429
71441
71434
71430
71443
71507
71402
71450
71418
71425
71454
71458
71479
71489
71406
71416
71415
71413
71404
71545
71412
71410
71408
71407
71403
71428
71431
71475
71476
71477
71478
71480
71481
71482
71462
71464
71465
71467
71471
71470
71494
71504
71493
71506
71508
71510
71512
71515
71505
71553
71521
71609
71608
71606
71701
71700
71638
71671
71676
71677
71682
71683
71684
71689
71690
71698
71629
71632 71634
71623
71744
71652
71660
71668
71669
71626
71627
71628
71709
71696
71625
71624
71641
71650
71653
71659
71662
71667
71642
71643
71644
71551
71546
71550
71548
71751
71747
71749
71528
71531
71532
71535
71552
71405
71409
71549
71555
71563
71564
71567
71417
71426
71427
71432
71433
71436
71437
71554
71439
71562
71442
71565
71566
71448
71449
71453
71457
71463
71466
71468
71469
71472
71473
71547
71607
71614
71617
71630
71633
71635
71636
71637
71639
71640
71697
71712
71713
71716
71717
71720
71727
71729
71730
71733
71735
71746
71748
71750
34250
34251
34252
34253
34254
34255
33831
33832
33834
33857
33856
33837
33838
33839
33850
33841
33842
33829
33845
33843
33844
33846
33847
33848
33849
33852
33840
33836
33851
33855
33853
33854
33833
33835
33830
33858
33859
33862
33860
33861
34020
34021
34107
34022
34023
34024
34025
34026
34027
34028
34029
34030
34031
34032
34033
34034
34035
34036
34037
34038
34039
34040
34041
34042
34043
34044
34045
34046
34047
34048
34049
34050
34051
34052
34053
34054
34055
34056
34057
34058
34059
34060
34061
34062
34063
34064
34065
34066
34067
34068
34069
34070
34071
34072
34073
34074
34075
34076
34077
34078
34079
34080
34104
34105
34106
34108
34109
34110
34228
34133
34134
34135
34136
34141
34140
34142
34232
34256
34257
34258
34259
34260
34261
34262
34263
34264
34265
34248
34282
34233
34234
34235
34236
34237
34238
34239
34240
34241
34242
34243
34244
34245
34246
34247
34441
33863
34266
34267
34268
34269
34270
34271
34272
34273
34274
34275
34276
34277
34278
34279
34280
34281
35159
35025
35026
35027
35028
35029
35030
35413
35126
35414
35415
35408
34442
34443
34444
34445
34446
34447
34448
34449
34450
34451
34452
34453
34454
351603
4810
34811
34812
34813
34814
34815
34816
34817
34818
34819
34820
34821
34822
34823
34824
34825
34826
34827
34828
34829
34830
34831
34832
34833
34834
34835
34836
34837
34838
34839
34840
34841
34842
34843
34844
34845
34846
34847
34848
34849
34850
34851
34852
34853
34854
34855
34856
34857
34858
34859
34860
34861
34862
34863
34864
34865
34866
34867
34868
34869
34870
34871
34872
35017
35018
35019
35020
35021
35022
35023
35024
35095
35096
35097
35098
35099
35100
35101
35102
35103
35104
35105
35106
35107
35108
35109
35110
35112
35113
35114
35115
35117
35118
35120
35121
35122
35123
35124
35125
35127
35128
35129
35130
35131
35132
35133
35134
35135
35136
35137
35138
35139
35140
35141
35142
35143
35144
35145
35146
35147
35148
35149
35150
35151
35152
35153
35154
35155
35156
35157
35158
35409
35410
35411
35412
375+00
380+00
385+00
390+00
395+00
400+00
405+00
410+00415+00
420+00425+00
430+00
375+00
380+00
385+00
390+00
395+00
400+00
405+00
410+00
395+00
400+00
405+00
410+00
415+00
420+00
425+00
430+00
435+00
10+0015+0020+00
650
660
670
680
690
700
696.18
689.88
684.29
678.52
673.30
667.29
662.73
663.61
664.75
662.35
657.66
656.05
VPI STA. 10+72.00 -2.00%
-8.00
%
VPI STA. 16+10.48
-8.00
%
-3.0
0%
K = 110
ex = 3.44'
712.00
704.25
696.25
688.44
681.48
675.43
670.29
666.06
662.73
659.73
656.73
ELEV. = 714.49
ELEV. = 671.41
El
= 715.69
10
+12
=368
+73.5524
Match
SB
ML
EL
=654.59
21
+71.305
Match
Landa
ex = -0.90'
K = 20
L = 120.00'
L = 550.00'
670
650
660
680
690
700
Matc
h Line Sta. 372+00
Matc
h Line Sta. 3
72+00
NB Main LanesExisting
NB Main LanesExisting
NB Main LanesExisting
NOTE: Maximum Superelevation Rate of 8% Used For Horizontal Alignments
Alignment CL1
LEGEND
EXISTING RIGHT OF WAY LINE
EXISTING PAVEMENT TO BE REMOVED
EXISTING PAVEMENT TO BE RESTRIPED/OVERLAYED
PROPOSED SIDEWALK
NEW BRIDGE STRUCTURE
NEW PAVEMENT
Scale 1"=100'
Scale 1"=100'
Scale 1"=100'
Scale 1"=100'
Scale 1"=100'
W. S
an A
ntonio St.
Atlg
elt R
d.
Landa St.
Landa St.
Madeline St.
Dry Comal Creek
Dry Comal Creek
Sto
ne Crossin
g
Ridge Hill D
r.
Match Line Sta. 304+00
-3.7
0%
SB Connection To LandaProposed
SB Main LanesProposed
SB Main LanesProposed
SB Main LanesProposed
SB Main LanesProposed
SB Main LanesProposed
SB Main LanesProposed
Alignment SBCONN1
Alignment CL1
LEGEND
EXISTING RIGHT OF WAY LINE
EXISTING PAVEMENT TO BE REMOVED
EXISTING PAVEMENT TO BE RESTRIPED/OVERLAYED
PROPOSED SIDEWALK
NEW BRIDGE STRUCTURE
NEW PAVEMENT
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