BE

LT & T

ER

MIN

AL

HO

US

TO

N

AIRLINE DR

TID

WE

LL R

D

VIC

TO

RIA D

R

CR

OSS

TIM

BE

RS S

T

6:1

6:1

6:16:1

LANESHARED

LANESHARED

CL

4'

SDWLKSDWLK

4'

FRONTAGE ROAD

27'40'

FRONTAGE ROAD

VARIES

12'12'12'12'12'12'12' 12'12' 15'12'12'

MANAGED LANES

12'12'12'12'12'12'12'12'12'

VARIES40'27'

15' 12'

82'

4:1

4:14:14:1

AIRLINE DRIVE TO SHEPHERD DRIVE

PROPOSED TYPICAL SECTION

72' 72'

NORTHBOUND MAIN LANESSOUTHBOUND MAIN LANES

I-45PROPOSED

12'

225' PROPOSED RIGHT-OF-WAY 255' EXISTING RIGHT-OF-WAY

12' 12' 11' 11' 12' 12'12' 12'11'11'20'

H.O.V.

10'24'

11' 11'

58'

NORTHBOUND MAIN LANESROAD

FRONTAGE

58'

SOUTHBOUND MAIN LANES

24'10'

ROADFRONTAGE

11' 11'

EXISTING

I-45CL

AIRLINE DRIVE TO SHEPHERD DRIVE

EXISTING TYPICAL SECTION

VARIESVARIES

255' EXISTING RIGHT-OF-WAY

3%2%

2%3%

2%

2%PR

OP

OS

ED RIG

HT-O

F-W

AY (

RO

W)

EXIS

TIN

G RIG

HT-O

F-W

AY (

RO

W)

EXIS

TIN

G RIG

HT-O

F-W

AY (

RO

W)

EXIS

TIN

G RIG

HT-O

F-W

AY (

RO

W)

AIRLINE DR VICTORIA DR TIDWELL RDCROSSTIMBERS ST

1375+00

1380+00

1385+00

1390+00

1395+00

1400+001405+00 1410+00

1415+00

1420+00

1425+00

1430+00

1435+00

1440+00

1445+00

1450+00

1455+00

1460+00

1465+00

1470+00

1475+00

1480+00

1485+00

PE

N

TA

BL

E:

$P

EN$

SC

AL

E:

$S

CA

LE$

$TI

ME$

FI

LE

LO

CA

TI

ON: $

DG

N$

PR

EP

AR

ED

BY:

FI

LE

LO

CA

TI

ON: $

DG

N$

$U

SE

R$

DA

TE:

$D

AT

E$

SC

AL

E:

$S

CA

LE$

PE

N

TA

BL

E:

$P

EN$

TI

ME:

$TI

ME$

DA

TE:

$D

AT

E$

TI

ME:

PR

EP

AR

ED

BY: $

US

ER$

HO

US

TO

N DIS

TRIC

T

PR

OJE

CT D

EV

EL

OP

ME

NT

,P.E.

TBPE NO.

NOT A BIDDING DOCUMENT

50 100 2000

0 5 10 20

ADJUSTED TO SURFACE USING COMBINED SCALE FACTOR 1.00013

SURVEY DATA: TEXAS SOUTH CENTRAL ZONE #4204 (HARRIS COUNTY)

LOCATION MAP : N.T.S.

0000

0000

0000

AM

PM

2

1

1

2

2

2

2

2

2

LINE WT COLOR CODESTYLEBRIDGEROADWAY

BLACK

BLACK

RED

RED

BLACK

GREEN

BLACK

BLACK

BLACK

RED 3

0

0

0

2

0

3

3

0

0

2 PURPLE

BLACK 0

BLACK 0

BLUE

PR

ELIM

INA

RY

SU

BJE

CT T

O C

HA

NG

E

PORT

TERMINAL

PACIFIC

PORT

TERMINAL

G H & H RR

RAILROAD

RAILROAD

RAILROAD

PA

CIFIC

U

P

UP

PACIFIC

PA

CIFIC

HOUSTON

BELT

&

TERMINAL

RAILWAY

PA

CIFIC

RAIL

RO

AD

PA

CIF

IC

UP RR

UNIO

N

PA

CIFIC

PA

CIFIC

UP

PA

CIF

IC

SA

NT

A

FE

BU

RLIN

GT

ON

NO

RT

HE

RN

CO

RP

BNSF

BN

SF

UP

RR

SO

UT

HE

RN

PA

CIF

IC

PACIFIC

UP

RR

UP

RR

UP

RR

UNIO

N

UNION

UP RR

UNIO

N

UP

RR

UNIO

N

UNIO

NP

ACIF

IC

UP

RR

UP RR

UNION

UNIO

N

RAIL

RO

AD

RAIL

RO

AD

RAIL

RO

AD

UP

UNIO

N

RAIL

RO

AD

UNIO

N

UP

UNION

RAIL

RO

AD

UP

RAIL

RO

AD

UNIO

N

PA

CIFIC

UNIO

N

PA

CIFIC

RAIL

RO

AD

UP

UP

RAIL

RO

AD

ROADWAY

MAINLANES

DIRECT CONNECTORS

RAMPS

COLLECTOR-DISTRIBUTORS

FRONTAGE ROADS

SIDE STREETS

FUNCTIONAL CLASSIFICATION

URBAN FREEWAY

DIRECT CONNECTORS

RAMPS

COLLECTOR-DISTRIBUTORS

URBAN COLLECTOR

URBAN MINOR ARTERIAL/

URBAN COLLECTOR

DESIGN SPEED

HORZ SCALE

VERT SCALE

RO

AD

WA

Y:

I-45

CO

UN

TY:

HA

RRIS

LIM

ITS F

RO

M:

I-610

LIM

ITS T

O:

BE

LT

WA

Y 8

NH

HIP - S

EG

ME

NT 1 - I-4

5

RO

AD

WA

Y:

I-45

CO

UN

TY:

HA

RRIS

LIM

ITS F

RO

M:

I-610

LIM

ITS T

O:

BE

LT

WA

Y 8

PR

ELIM

INA

RY

SU

BJE

CT T

O C

HA

NG

EN

HHIP - S

EG

ME

NT 1 - I-4

5H

OU

ST

ON DIS

TRIC

T

PR

OJE

CT D

EV

EL

OP

ME

NT

COUNTY: HARRIS

LIMITS FROM: I-610

LIMITS TO: BELTWAY 8

DATE:

APPROVED:

CONSTRUCTION CSJ: 0110-06-132

0110-06-139

0500-03-446

0500-03-596

PRELIMINARY CSJ: 0912-00-146

LEGEND

DESCRIPTION

1

1 BLACK 0

2

PROPOSED CENTERLINE

PROPOSED I-45 MAINLANES

PROPOSED I-45 MAX LANES

PROPOSED FRONTAGE ROAD/LOCAL STREET

PROPOSED DIRECT CONNECTOR

PROPOSED EMBANKMENT

PROPOSED RETAINING WALL

PROPOSED STRIPING

PROPOSED SIDEWALK

PROPOSED DEIS ROW

PROPOSED FEIS ROW

PROPOSED CONTROL OF ACCESS

PROPOSED LANE DIRECTIONAL INDICATOR

RECOMMENDED NOISE ABATEMENT WALL

EXISTING RDWY TO BE REMOVED

EXISTING ROW

PLANIMETRIC

LIMITS OF FLOODWAY

EXISTING LANE DIRECTIONAL INDICATOR

TRAFFIC COUNT YEAR (2040) DHV

AM MAX LANE TRAFFIC COUNT YEAR (2040) DHV

PM MAX LANE TRAFFIC COUNT YEAR (2040) DHV

BLACK

BLACK

BLACK

BLACK

0

0

0

0

126

2

2

2 BLACK 0

6

6

ROSY BROWN 2372

37

GRAY 2362

126LIGHT BLUE

PUBLIC HEARING LAYOUT

NHHPI-45 SEGMENT 1

1

1

1

PROPOSED MAINLANE RAMP

PROPOSED MAX LANE RAMP 2 BLACK 0

1375+00 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00 1485+00

55.0

2

55.0

7

54.0

2

54.5

7

54.9

9

54.9

3

54.7

0

54.3

2

53.6

9

53.9

5

54.4

3

55.0

5

54.8

0

55.2

1

55.9

6

56.4

6

56.8

2

57.3

5

57.3

4

58.1

5

58.7

3

58.9

7

59.2

1

59.3

8

59.2

0

65.7

4

58.9

9

59.2

9

59.3

1

57.3

9

56.2

8

56.4

0

56.7

2

55.3

3

56.1

5

57.2

0

56.9

4

55.3

1

56.0

1

55.1

0

55.3

9

56.6

1

58.3

4

59.2

5

57.2

8

55.9

7

55.7

2

56.3

1

57.4

9

58.2

3

57.9

4

58.2

0

58.8

3

58.9

7

59.1

2

59.4

7

58.8

3

60.1

4

61.2

7

61.4

1

61.3

9

61.1

5

60.8

4

60.9

4

60.7

7

61.3

9

61.3

1

60.9

5

60.4

4

60.6

0

60.9

2

61.1

6

61.8

9

62.1

1

62.1

9

62.2

2

62.2

6

62.1

9

62.1

8

62.2

8

62.1

8

62.1

7

62.2

1

62.3

6

62.6

4

62.7

7

62.9

0

63.1

3

63.3

2

63.9

5

64.4

3

65.1

2

65.2

1

64.9

1

64.4

0

64.2

4

64.0

4

64.1

2

64.3

4

64.4

7

64.5

3

64.6

3

65.0

6

64.8

4

64.9

5

65.2

7

65.1

1

64.7

9

64.5

2

64.8

4

65.7

9

66.1

1

66.2

4

101.5

0

101.1

5

100.8

0

100.4

5

100.1

0

99.7

5

99.4

0

99.0

5

98.7

0

98.4

2

98.3

1

98.3

9

98.6

4

99.0

0

99.3

5

99.7

0

100.0

5

100.4

0

100.7

5

101.0

8

101.2

8

101.3

0

101.1

6

100.8

4

100.3

5

99.6

9

98.8

6

97.8

6

96.6

8

95.3

7

94.0

4

92.7

1

91.3

9

90.0

6

88.7

3

87.4

0

86.0

7

84.7

5

83.5

8

82.7

6

82.2

9

82.1

8

82.4

0

82.7

6

83.1

1

83.4

6

83.8

1

84.3

8

85.4

0

86.7

0

88.0

1

89.2

9

90.2

4

90.7

5

90.8

5

90.5

1

89.7

5

88.5

6

86.9

5

84.9

1

82.4

6

79.9

2

77.3

8

74.8

4

72.3

3

70.1

6

68.4

0

67.0

6

66.1

4

65.6

3

65.3

6

65.4

0

65.7

2

66.0

7

66.4

2

66.7

7

67.1

2

67.4

7

67.8

2

68.1

7

68.5

2

68.8

7

69.2

2

69.5

7

69.9

2

70.2

7

70.6

2

70.9

7

71.3

2

71.6

7

72.0

2

72.3

7

72.7

3

73.4

2

74.6

2

76.3

1

78.5

1

81.0

0

83.5

0

86.0

0

88.3

8

90.3

6

91.9

4

93.1

2

93.8

9

94.2

5

94.2

1

93.7

6

92.9

1

91.6

6

90.0

0

87.9

3

1370+00

1365+00

1360+00

1355+00

1350+00

1345+00

1340+00

1335+00

16.5'

MIN.

CLE

AR

16.5'

MIN.

CLE

AR

16.5'

MIN.

CLE

AR

16.5'

MIN.

CLE

AR

16.5'

MIN.

CLE

AR

60

70

80

90

100

110

60

70

80

90

100

110

1370+001365+001360+001355+001350+001345+001340+00

16.5'

MIN.

CLE

AR

4/18/2017

610

INTERSTATE

45

INTERSTATE

45

INTERSTATE

45

INTERSTATE

610

INTERSTATE

HARRIS CO.

CITY OF HOUSTON

SEGMENT 2

SEGMENT 1

SEGMENT 3

PRELIMINARY SUBJECT TO CHANGE

I-45 SEGMENT 1 PROPOSED RECOMMENDED ALTERNATIVE: I-610 TO TIDWELL SECTION

4

11

4

MA

TC

H LIN

E A

100WS = 65.60'

100WS = 57.89'

100WS = 58.56'

69

249

548

525

610610

10

610

45

1093

45

90A

69

8

EXISTING ROW

POTENTIAL DETENTION POND LOCATION

PROPOSED I-610 SB DC

LIMITS OF FLOODWAY

PROPOSED ROW

EXISTING ROW

POTENTIAL DETENTION POND LOCATION

PROPOSED ROW

PROPOSED I-610 NB DC

PROPOSED I-610 SB DCPROPOSED SB BRAIDED RAMP

PROPOSED NB BRAIDED RAMP

BEGIN SEGMENT 1END SEGMENT 2

POND LOCATIONPOTENTIAL DETENTION

PROPOSED I-610 NB DC

POND LOCATIONPOTENTIAL DETENTION

MAX LANESPROPOSED I-45

PROPOSED MAX LANE ENTRANCE FROM I-610

PROPOSED CENTERLINEEXISTING GROUND AT

PROPOSED I-45 NB MAINLANES

PROPOSED I-45 SB MAINLANES

MAINLANESPROPOSED I-45

EXIT TO I-610PROPOSED MAX LANE

SH

EE

T LIMIT

S

PROPOSED NB BRAIDED RAMP

PROPOSED SB BRAIDED RAMP

BEGIN SEGMENT 1END SEGMENT 2