texas department of transportation dallas...

Fence Corner - Dual Sheet (120"x36")

Fence Corner - Dual Sheet (120"x36")

390’ - 456’

PGL

PGL

PGL

PGL PGL

2’2’

0.5’ 0.5’

390’ - 456’

PGLPGL

PI STATION = 985+34.27

NORTHING = 6,999,371.61

EASTING = 2,463,790.51

DELTA = 4^ 38’ 24.20" (RT)

DEGREE OF CURVE = 2^ 00’ 12.06"

TANGENT = 115.87’

LENGTH = 231.61’

RADIUS = 2,860.00’

PC STATION = 984+18.40

PT STATION = 986+50.01

CURVE NBNWH-1 CURVE RPN35HH-4


NORTHING = 7,024,511.14

EASTING = 2,459,528.73


TANGENT = 615.59’

LENGTH = 1,228.76’

RADIUS = 8,000.00’




NORTHING = 7,025,873.70

EASTING = 2,459,356.81

DELTA = 3^ 59’ 59.37" (RT)


TANGENT = 104.76’

LENGTH = 209.43’

RADIUS = 3,000.00’



CURVE RPN35V-1


NORTHING = 7,026,270.53

EASTING = 2,459,334.68


TANGENT = 83.34’

LENGTH = 166.67’

RADIUS = 5,000.00’



CURVE RPN35V-2

DELTA = 1^ 54’ 35.51" (LT)


NORTHING = 7,026,645.67

EASTING = 2,459,301.20

DELTA = 2^ 07’ 56.41" (LT)


TANGENT = 55.83’

LENGTH = 111.65’

RADIUS = 3,000.00’



CURVE RPN35V-3 CURVE RPN35VV2-1


NORTHING = 7,027,373.80

EASTING = 2,459,208.78

DELTA = 3^ 41’ 16.37" (LT)


TANGENT = 90.14’

LENGTH = 180.22’

RADIUS = 2,800.00’



CURVE RPN35VV2-2


NORTHING = 7,027,811.74

EASTING = 2,459,124.28

DELTA = 2^ 07’ 56.36" (RT)


TANGENT = 102.36’

LENGTH = 204.69’

RADIUS = 5,500.00’



CURVE DCNB35-5

PI STATION = 1022+00.56

NORTHING = 7,002,115.48

EASTING = 2,461,707.76

DELTA = 9^ 28’ 45.73" (RT)


TANGENT = 950.11’

LENGTH = 1,895.87’

RADIUS = 11,459.16’

PC STATION = 1012+50.45

PT STATION = 1031+46.33

PI STATION = 1027+29.93

NORTHING = 7,002,481.64

EASTING = 2,461,377.92

DELTA = 6^ 54’ 13.31" (LT)


TANGENT = 180.96’

LENGTH = 361.48’

RADIUS = 3,000.00’

PC STATION = 1025+48.98

PT STATION = 1029+10.45

CURVE RPSB35ADC-5

PI STATION = 1017+75.36

NORTHING = 7,001,613.52

EASTING = 2,461,776.54

DELTA = 8^ 11’ 30.12" (RT)


TANGENT = 205.14’

LENGTH = 409.59’

RADIUS = 2,864.79’

PC STATION = 1015+70.22

PT STATION = 1019+79.81

CURVE RPSB35ADC-4CURVE DCNB35-4

PI STATION = 1009+31.42

NORTHING = 7,001,024.25

EASTING = 2,462,356.14

DELTA = 6^ 03’ 54.22" (RT)


TANGENT = 101.59’

LENGTH = 202.99’

RADIUS = 1,917.59’

PC STATION = 1008+29.83

PT STATION = 1010+32.82

PI STATION = 10517+58.20

NORTHING = 7,022,047.02

EASTING = 2,460,206.56

DELTA = 10^ 54’ 06.90" (LT)


TANGENT = 229.02’

RADIUS = 2,400.00’

PC STATION = 10515+29.18

PT STATION = 10519+85.84

CURVE CONNWBLBJ-1

LENGTH = 456.66’

CURVE RPN35HH-1


NORTHING = 7,022,445.78

EASTING = 2,460,223.93

DELTA = 6^ 23’ 54.77" (LT)


TANGENT = 50.31’

LENGTH = 100.51’

RADIUS = 900.00’



CURVE RPN35HH-2


NORTHING = 7,022,636.51

EASTING = 2,460,059.44

DELTA = 25^ 14’ 46.29" (RT)


TANGENT = 201.56’

LENGTH = 396.58’

RADIUS = 900.02’



CURVE RPN35HH-3


NORTHING = 7,023,383.14

EASTING = 2,459,852.00

DELTA = 0^ 27’ 50.98" (LT)


TANGENT = 81.01’

LENGTH = 162.02’

RADIUS = 20,000.00’



EXISTING R.O.W.

PI STATION = 1010+48.80

NORTHING = 7,001,002.74

EASTING = 2,462,171.00

DELTA = 7^ 26’ 13.19" (RT)


TANGENT = 186.19’

LENGTH = 371.85’

RADIUS = 2,864.79’

PC STATION = 1008+62.62

PT STATION = 1012+34.47

CURVE RPSB35ADC-3

PI STATION = 1007+33.40

NORTHING = 7,000,762.16

EASTING = 2,462,374.97

DELTA = 0^ 53’ 59.09" (LT)


TANGENT = 22.49’

LENGTH = 44.9873

RADIUS = 2,864.79’

PC STATION = 1007+10.90

PT STATION = 1007+55.89

CURVE RPSB35ADC-2

PI STATION = 1004+39.11

NORTHING = 7,000,534.64

EASTING = 2,462,561.81

DELTA = 4^ 36’ 25.26" (RT)


TANGENT = 115.24’

LENGTH = 230.35’

RADIUS = 2,864.79’

PC STATION = 1003+23.87

PT STATION = 1005+54.22

CURVE RPSB35ADC-1


NORTHING = 7,000,173.64

EASTING = 2,463,139.77

DELTA = 2^ 33’ 23.03" (LT)


TANGENT = 63.81’

LENGTH = 127.61’

RADIUS = 2,860.00’



CURVE NBNWH-2

PI STATION = 1002+11.62

NORTHING = 7,000,655.64

EASTING = 2,462,711.66

DELTA = 41^ 42’ 22.71" (RT)


TANGENT = 316.17’

LENGTH = 604.17’

RADIUS = 830.00’


PT STATION = 1004+99.62

CURVE NBNWH-3


NORTHING = 7,000,159.30

EASTING = 2,462,804.85

DELTA = 10^ 37’ 20.82" (RT)


TANGENT = 177.56’

LENGTH = 354.11’

RADIUS = 1,910.00’



CURVE NWSB-2

PI STATION = 1008+53.91

NORTHING = 7,000,963.60

EASTING = 2,462,098.37

DELTA = 11^ 04’ 38.28" (RT)


TANGENT = 277.82’

LENGTH = 553.91’

RADIUS = 2,865.00’

PC STATION = 1005+76.09

PT STATION = 1011+30.00

CURVE NWSB-3

CURVE DCNB35-1


NORTHING = 6,999,999.98

EASTING = 2,463,205.48

DELTA = 3^ 53’ 23.58" (RT)


TANGENT = 97.28’

LENGTH = 194.49’

RADIUS = 2,864.79’



CURVE DCNB35-3

PI STATION = 1005+52.90

NORTHING = 7,000,720.73

EASTING = 2,462,583.06

DELTA = 5^ 37’ 21.38" (RT)


TANGENT = 277.38’

LENGTH = 554.31’

RADIUS = 5,648.58’

PC STATION = 1002+75.52

PT STATION = 1008+29.83

CONNWBLBJ-4

CONNWBLBJ-3

CONNWBLBJ-2

CONNWBLBJ-1

RPN35HH-1

RPN35HH-2

RPEB635-2

RPEB635-1

RPN35HH-3

RPN35HH-4

CURVE RPEB635-1


NORTHING = 7,020,403.04

EASTING = 2,459,963.35

DELTA = 4^ 28’ 50.73" (RT)


TANGENT = 117.37’

LENGTH = 234.61’

RADIUS = 3,000.00’



CURVE RPEB635-2


NORTHING = 7,019,793.07

EASTING = 2,459,932.10

DELTA = 4^ 25’ 27.81" (LT)


TANGENT = 115.89’

LENGTH = 231.66’

RADIUS = 3,000.00’



PI STATION = 10523+90.29

NORTHING = 7,021,494.66

EASTING = 2,460,516.71

DELTA = 3^ 23’ 33.73" (RT)


TANGENT = 148.08’

LENGTH = 296.07’

RADIUS = 5,000.00’

PC STATION = 10522+42.21

PT STATION = 10525+38.28

CURVE CONNWBLBJ-2

LENGTH = 516.82’

PI STATION = 10529+88.41

NORTHING = 7,020,956.63

EASTING = 2,460,778.20


TANGENT = 262.85’

RADIUS = 1,150.00’

PC STATION = 10527+25.56

PT STATION = 10532+42.38

CURVE CONNWBLBJ-3

DELTA = 25^ 44’ 57.59" (RT)

NORTHING = 7,019,766.28

LENGTH = 372.67’

PI STATION = 10541+69.89

EASTING = 2,460,781.77

DELTA = 3^ 43’ 35.08" (LT)


TANGENT = 186.40’

RADIUS = 5,730.00’

PC STATION = 10539+83.49

PT STATION = 10543+56.16

CURVE CONNWBLBJ-4 CURVE RPN35VV1-1


NORTHING = 7,020,625.44

EASTING = 2,460,482.33

DELTA = 4^ 59’ 21.06" (RT)


TANGENT = 130.70’

LENGTH = 261.23’

RADIUS = 3,000.00’



CURVE RPN35VV1-2


NORTHING = 7,021,201.11

EASTING = 2,460,523.52

DELTA = 14^ 43’ 41.82" (RT)


TANGENT = 193.86’

LENGTH = 385.59’

RADIUS = 1,500.00’



CURVE RPN35VV1-3


NORTHING = 7,021,740.66

EASTING = 2,460,707.41

DELTA = 53^ 16’ 19.17" (LT)


TANGENT = 376.17’

LENGTH = 697.34’

RADIUS = 750.01’



RPN35VV1-2

RPN35V-1

RETAINING WALL C1L

RETAINING WALL C2L

10520+00

10525+00

10530+00

10535+00

10540+00

10545+00

90+00

95+00

100+00

PROPOSED DIRECT CONNECTORS

PROPOSED RAMPS, BY PASSES

PROPOSED CROSS STREETS

PROPOSED RIGHT-OF-WAY

PROPOSED RETAINING WALL

MANAGED HOV LANES (ML)

PROPOSED FRONTAGE ROADS (FR)

PROPOSED SOUND WALL

CONTROL OF ACCESS

PROPOSED DIRECT CONNECTORS

PROPOSED RAMPS, BY PASSES

PROPOSED CROSS STREETS

PROPOSED RIGHT-OF-WAY

PROPOSED RETAINING WALL

MANAGED HOV LANES (ML)

PROPOSED FRONTAGE ROADS (FR)

PROPOSED SOUND WALL

CONTROL OF ACCESS

1000+00

1005+00

1010+001015+00

1020+00

1025+00

1030+00

1035+001000+00

1005+00

1010+00

1015+00

1020+00

1025+00

1030+00

1035+00

1505+00

985+00

990+00

995+00

1000+00

1005+00

990+00

995+00

1000+00

1005+00

1010+00

1025+00

1030+00

1030+00

VALLEYVIEWTECH

CENTER

FARMERS BRANCH

CONVENTION CENTER

BRAXTONCOM. FLOOR

PC

SE

RV

IC

E

SO

UR

CE

MOVIL

EXXON

LA QUINTA

JOJO’S

RESTURANT

BERGES

DREAMS

BERGMAN’SPAINT & BODY

BEST WESTERN

WAREHOUSE

HALF PRICE

BOOK

WAREHOUSE

ESSILOROF AMERICA

FURNITURECLEARANCE

CENTERTRANSWORLD

HILTI

SEARGENTSWESTERN

WORLD

BLDG.STRUCKMEYER

WESCODISTRIBUTION

MERIDIANPRODUCTS

BATES #2CYCLE PARTS

COLLISIONMASTER

ARMY NAVY

WAREHOUSE

FINA

JE

TT

ST

.

SP

RIN

GL

AK

E R

D.

HA

VE

NH

UR

ST

AV

E.

BR

AN

CH

VIE

W L

N.

FA

RM

ER

S B

RA

NC

H

NB FR

HH-NB FR

SB FR

EMERALD STREET

CA

RR

ICK

ST

RE

ET

VA

LL

EY

VIE

W L

AN

E

PIK

E S

TR

EE

T

VA

LW

OO

D P

KW

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PAPPADEAUX

EXXON

Studio 6

Studio 6

Studio 6

PAPPA

SITO’S

PAPPA

BROTH

ERS

STEAK

HO

USE

CH

ILI’S

TH

E O

LIV

E G

AR

DE

N

JOE

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RA

B S

HA

CK

CENTENNIAL

VA

CA

NT

TA

CO

BE

LL

WE

ND

Y’S

TO

NY

RO

MA

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ESCA

PAD

E 2010

NORTHWEST H

WY

IH 35E

CE

NT

EX

VA

NEX

SP

UR

482 (S

TO

RE

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FINNELL

SP

UR

482 (S

TO

RE

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N)

LO

MB

AR

DY

LA

NE

TECHNOLOGY BLVD. E

JOE

’S C

RE

EK

DANIEL’S CREEK

STEMMONS TRAIL

725+00

730+00

735+00

740+00 745+00

750+00

755+00

760+00

765+00

770+00

775+00

780+00 785+00790+00

795+00800+00

805+00810+00

815+00820+00

825+00

S 29^18’4

9.76"E

N 15^31’38.80"W

N 15^59’29.77"W

S 25^55’16.03"E

N 10^55’16.14"W

S 0^10’18.44"E

S 3^53’53.52"E

S 1^32’53.93"E

S 2^55’56.80"W

S 1^29’30.86"E

N 3^11’28.55"W

N 5^06’04.06"W

N 4^05’30.85"E

N 8^47’19.78"W

S 1^29’30.86"E

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TEXAS DEPARTMENT OF TRANSPORTATION

DALLAS DISTRICT

DALLAS COUNTY

WILLIAM L. HALE, P.E. DISTRICT ENGINEER

I.H. 635 MANAGED LANES PROJECT

SCHEMATIC

GARLAND

ROWLETT

MESQUITE

KLEBERG

CEDAR HILL

GRAND PRAIRIE

IRVING

CARROLLTON

ELLIS CO.

DENTON CO. COLLIN CO.

TA

RR

AN

T C

O.

KA

UF

MA

N C

O.

DALLAS

DALLAS CO.

190

190

161

161

161

161

COPPELLADDISON

FARMERS BRANCH

SACHSE

SUNNYVALE

BALCH

SPRINGS

LAWSON

SEAGOVILLEHUTCHINS

LANCASTERWILMER

DE SOTO

DUNCANVILLE

COCKRELL HILL

HIGHLAND

PARK

PARK

UNIVERSITY

121

635

114

1380

310

635

35

348354

482

183

356

12

183

356

183

30

80

260

77

366

354

303

20

1382

408 12

67

20

1382

67

1382

77

35

342

20

342

75

45

12

75

45 175

352

3067

80

12

20

635

20

352

372

66

78

5

635

244

12

75

289

12

635

80

67

67

30

80

80

30

35

77

RO

CK

WA

LL

C

O.

FUNCTIONAL CLASSIFICATION: URBAN INTERSTATE

PROJECT LOCATION MAP

N.T.S.

INDEX OF SHEETS:

PROJECT LOCATION

IH35E

FROM IH35E/IH635 INTERCHANGE TO

VALWOOD PKWY

STA 711+49.20 TO STA 823+00.00

PROJECT LOCATION

IH35E

FROM JOE’S CREEK TO

IH35E/IH635 INTERCHANGE

STA 984+18.40 TO STA 1153+81.75 BK

STA 684+00.00 AH TO STA 711+49.20

PROJECT LOCATION

LOOP 12

FROM NORTHWEST HIGHWAY

TO IH35E

STA 1498+60.73 TO STA 1512+42.00

FRONTAGE ROADS

60 MPH

50 MPH

60 MPH

45 MPH

ROADWAY TYPE

DIRECT CONNECTORS 50 MPH

45 MPH

GENERAL PURPOSE LANES

ELEVATED CONNECTORS

RAMPS, BY PASSES

DESIGN

SPEEDS

HOV/MANAGED LANES

ARTERIALS 40 MPH

COLLECTORS 30 MPH

CSJ: 2374-01-068, ETC.

NET LENGTH OF PROJECT = 14.58 MILES

75

JUNE 2008

EXISTING RIGHT-OF-WAY

PROPOSED BRIDGE

PLAN VIEW LEGEND

TRAFFIC ARROW (MANAGED HOV LANE)

PROPOSED GENERAL PURPOSE LANES (GP)

TRAFFIC ARROW

CURVE NAMERPSBDC12

2000 100

20100

SCALE (IN FEET)

SCALE (IN FEET)

HORIZ

VERT

400

30 40

PE# DATENAME

THESE DOCUMENTS ARE FOR INFORMATION ONLY AND NOT

INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES.

THEY WERE PREPARED BY OR UNDER THE DIRECTION OF:

PROJECT LOCATION

IH635

FROM LUNA ROAD TO GREENVILLE ROAD

STA 10533+63.00 TO STA 507+25.00

STA EQ: 10607+23.68 (BK) =40+00.00 (AHD)

ROLL 1- ROADWAY -

ROLL 2 - ROADWAY -

ROLL 3 - ROADWAY -

ROLL 4 - ROADWAY -

ROLL 5 - ROADWAY -

ROLL 6 - PROFILES -

ROLL 7 - PROFILES -

ROLL 8 - PROFILES -

ROLL 9 - PROFILES -

ROLL 10 - PROFILES -






ROLL 16 - STRUCTURES -


ROLL 18 - -

ROLL 19 - -

ROLL 20 -

SIGNING

-

ROLL 21 -

SIGNING

-

ROLL 22 -

SIGNING

-

ROLL 23 -

SIGNING

-

SIGNING

SIGNING

ROLL OF 23

RICHAROADON

IH 35E SOUTH OF IH 635 & LOOP 12

IH 35E NORTH OF IH 635 & SOUTH @ LOOP 12

IH 635 FROM LUNA ROAD TO EAST OF WEBB CHAPEL ROAD

IH 635 FROM EAST OF WEBB CHAPEL ROAD TO EAST OF WELCH ROAD

IH 635 FROM EAST OF WELCH ROAD TO EAST OF COIT ROAD

IH 35E DIRECT CONNECTORS

IH 35E DIRECT CONNECTORS & RAMPS

IH 635 BASELINE

IH 635 BASELINE & IH 635 WB FRONTAGE ROADS WEST OF DNT

IH 635 EB FRONTAGE ROADS WEST OF DNT

IH 635 EB/WB FRONTAGE ROADS EAST OF DNT

IH 635 RAMPS FROM JOSEY LANE TO DNT

IH 635 RAMPS

IH 635 RAMPS FROM MONTFORT ROAD EAST

IH 635 CROSS STREETS

UNDERPASSES, OVERPASSES & DIRECT CONNECTORS

WALLS & WIDENINGS






IH 635 FROM EAST OF COIT ROAD TO EAST OF GREENVILLE AVE.

MICHAEL S. SHAPIRO 95139 07/03/08

TEXAS DEPARTMENT OF TRANSPORTATION

DALLAS DISTRICT

DALLAS COUNTY

WILLIAM L. HALE, P.E. DISTRICT ENGINEER

I.H. 635 MANAGED LANES PROJECT

SCHEMATIC

GARLAND

ROWLETT

MESQUITE

KLEBERG

CEDAR HILL

GRAND PRAIRIE

IRVING

CARROLLTON

ELLIS CO.

DENTON CO. COLLIN CO.

TA

RR

AN

T C

O.

KA

UF

MA

N C

O.

DALLAS

DALLAS CO.

190

190

161

161

161

161

COPPELLADDISON

FARMERS BRANCH

SACHSE

SUNNYVALE

BALCH

SPRINGS

LAWSON

SEAGOVILLEHUTCHINS

LANCASTERWILMER

DE SOTO

DUNCANVILLE

COCKRELL HILL

HIGHLAND

PARK

PARK

UNIVERSITY

121

635

114

1380

310

635

35

348354

482

183

356

12

183

356

183

30

80

260

77

366

354

303

20

1382

408 12

67

20

1382

67

1382

77

35

342

20

342

75

45

12

75

45 175

352

3067

80

12

20

635

20

352

372

66

78

5

635

244

12

75

289

12

635

80

67

67

30

80

80

30

35

77

RO

CK

WA

LL

C

O.

FUNCTIONAL CLASSIFICATION: URBAN INTERSTATE

PROJECT LOCATION MAP

N.T.S.

INDEX OF SHEETS:

PROJECT LOCATION

IH35E

FROM IH35E/IH635 INTERCHANGE TO

VALWOOD PKWY

STA 711+49.20 TO STA 823+00.00

PROJECT LOCATION

IH35E

FROM JOE’S CREEK TO

IH35E/IH635 INTERCHANGE

STA 984+18.40 TO STA 1153+81.75 BK

STA 684+00.00 AH TO STA 711+49.20

PROJECT LOCATION

LOOP 12

FROM NORTHWEST HIGHWAY

TO IH35E

STA 1498+60.73 TO STA 1512+42.00

FRONTAGE ROADS

60 MPH

50 MPH

60 MPH

45 MPH

ROADWAY TYPE

DIRECT CONNECTORS 50 MPH

45 MPH

GENERAL PURPOSE LANES

ELEVATED CONNECTORS

RAMPS, BY PASSES

DESIGN

SPEEDS

HOV/MANAGED LANES

ARTERIALS 40 MPH

COLLECTORS 30 MPH

CSJ: 2374-01-068, ETC.

NET LENGTH OF PROJECT = 14.58 MILES

75

JUNE 2008

EXISTING RIGHT-OF-WAY

PROPOSED BRIDGE

PLAN VIEW LEGEND

TRAFFIC ARROW (MANAGED HOV LANE)

PROPOSED GENERAL PURPOSE LANES (GP)

TRAFFIC ARROW

CURVE NAMERPSBDC12

2000 100

20100

SCALE (IN FEET)

SCALE (IN FEET)

HORIZ

VERT

400

30 40

PE# DATENAME

THESE DOCUMENTS ARE FOR INFORMATION ONLY AND NOT

INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES.

THEY WERE PREPARED BY OR UNDER THE DIRECTION OF:

PROJECT LOCATION

IH635

FROM LUNA ROAD TO GREENVILLE ROAD

STA 10533+63.00 TO STA 507+25.00

STA EQ: 10607+23.68 (BK) =40+00.00 (AHD)

ROLL 1- ROADWAY -

ROLL 2 - ROADWAY -

ROLL 3 - ROADWAY -

ROLL 4 - ROADWAY -

ROLL 5 - ROADWAY -

ROLL 6 - PROFILES -

ROLL 7 - PROFILES -

ROLL 8 - PROFILES -

ROLL 9 - PROFILES -









ROLL 18 - -

ROLL 19 - -

ROLL 20 -

SIGNING

-

ROLL 21 -

SIGNING

-

ROLL 22 -

SIGNING

-

ROLL 23 -

SIGNING

-

SIGNING

SIGNING

ROLL OF 23

RICHAROADON






IH 35E DIRECT CONNECTORS

IH 35E DIRECT CONNECTORS & RAMPS

IH 635 BASELINE

IH 635 BASELINE & IH 635 WB FRONTAGE ROADS WEST OF DNT

IH 635 EB FRONTAGE ROADS WEST OF DNT

IH 635 EB/WB FRONTAGE ROADS EAST OF DNT

IH 635 RAMPS FROM JOSEY LANE TO DNT

IH 635 RAMPS

IH 635 RAMPS FROM MONTFORT ROAD EAST

IH 635 CROSS STREETS

UNDERPASSES, OVERPASSES & DIRECT CONNECTORS

WALLS & WIDENINGS






IH 635 FROM EAST OF COIT ROAD TO EAST OF GREENVILLE AVE.

MICHAEL S. SHAPIRO 95139 07/03/08

1505+00

975+00

980+00

985+00

990+00

995+00

1000+00

1005+00 1010+00

1015+00

1020+00

1025+00

1030+00

1035+00

N 43^00’12.19"W

N 28^18’58.28"W

N 2

0^35’5

4.1

9"E

N 2

3^24’0

7.9

4"E

N 39^00’41.02"W N 42^24’18.30"W

N 30^43’02.71"W

N 21^14’16.98"W

N 39^03’16.88"W

N 41^36’39.91"W

N 44^12’55.63"W

N 51^55’04.55"W

N 41^17’43.73"W

N 30^13’05.45"W

N 43^59’58.75"W

N 39^23’33.49"W

N 40^17’32.57"WN 32^51’19.39"W

N 31^34’02.58"W

N 1

9^05’2

3.3

2"E

N 24^39’49.27"W

N 24^37’32.98"W

N 0^05’42.80"E

Wall

Wall

Wate

r

Wate

r

Wate

r

Wate

r

Wate

r

H-1

020

432.3

H-1

021

432.7

Pool

Pool

Pool

Sla

b

Gas F

iller C

aps

Reta

inin

g W

all

Sla

b

contro

l box

gas p

um

pair p

um

pstraffic

control b

ox

TYPICAL SECTIONN.T.S.

R.O

.W.

R.O

.W.

{ IH 35E (EXISTING)

VARIES

SECTION E

4’ SHLD

1’

RAIL

18’ WIDENING

VARIES

SECTION E

2 - 12’ LANES 8’

SHLD

IH 35E - NORTH OF CROWN ROAD

10’

SHLD

5-11’ GP LANES

(SB IH 35E)

5-11’ GP LANES

(NB IH 35E)

10’

SHLD

1’

RAILSHLD

} CONNECTOR

10’1’

RAIL

3 - 12’ LANES

SECTIONS B & C

7’

FUTURE

4’ SHLD

1’

RAIL

18’ WIDENING

SECTION E

2 - 12’ LANES8’

SHLD

1’

RAILSHLD

} CONNECTOR

1’

RAIL

3 - 12’ LANES

SECTIONS B & C

FUTURE

8’

SHLD

10’

38’ 38’

1’

RAIL

1’

RAIL

8’

SHLD

*

*

EXIST GROUNDEXIST GROUND

MAX=6%

*

* MAX=6%

EXISTING IH 35E PAVEMENT

8’

COLUMN

(TYPICAL)

FUTURE

COLUMN

(TYPICAL)

COLUMN

(TYPICAL)

FUTURE

COLUMN

(TYPICAL)

TYPICAL SECTION

4’ SHLD

38 OVERALL’

1’

RAIL

2 - 12’ LANE 8’ 1’

RAILSHLD

VARIES

} CONNECTOR

PGL

56’ OVERALL

3~12’ LANES

TYPICAL SECTION

1’

RAIL

1’

RAIL

8’

SHLD

10’

SHLD

VARIES

} CONNECTOR

PGL

4’ SHLD

TYPICAL SECTION

28’ OVERALL

14’

LANE

8’

SHLD

1’

RAIL

1’

RAIL

VARIES

} CONNECTOR

2%

TYPICAL SECTION

N.T.S.

SB LOOP 12 FRONTAGE ROAD

4:1 MAX4:1 MAX

2 - 12’ LANES

} SB FR

SINGLE LANE DIRECT CONNECTOR

TWO LANE DIRECT CONNECTOR THREE LANE DIRECT CONNECTOR

N.T.S.

N.T.S. N.T.S.

COLUMN

(TYPICAL)

COLUMN

(TYPICAL)

COLUMN

(TYPICAL)

TYPICAL SECTIONN.T.S.

R.O

.W.

R.O

.W.

{ IH 35E (EXISTING)

1’

RAILSHLD

} CONNECTOR

10’

18’ WIDENING

1’

RAIL

VARIES

SECTION E

38’

VARIES

SECTION E

3 - 12’ LANES

IH 35E - SOUTH OF CROWN ROAD

4’ SHLD

1’

RAIL

8’ 1’

RAILSHLD

2 - 12’ LANES

5-11’ GP LANES

(NB IH 35E)

5-11’ GP LANES

(SB IH 35E)

10’

SHLD

10’

SHLD

FUTURE

SECTION C

4’ SHLD

1’

RAIL

18’ WIDENING

SECTION E

2 - 12’ LANES8’

SHLD

1’

RAILSHLD

} CONNECTOR

1’

RAIL

3 - 12’ LANES

SECTIONS B & C

8’

SHLD

10’

38’

1’

RAIL

8’

SHLD

EXIST GROUND

EXIST GROUND

* MAX=6%

**

* MAX=6%

8’

EXISTING IH 35E PAVEMENT

COLUMN

(TYPICAL)

FUTURE

COLUMN

(TYPICAL)

FUTURE

COLUMN

(TYPICAL)

COLUMN

(TYPICAL)

NORTHING = 7,003,625.93

EASTING = 2,461,012.07


TANGENT = 276.08’

LENGTH = 550.46’

RADIUS = 2,865.00’

DELTA = 11^ 00’ 30.49" (RT)




CURVE RPNBM-1

MA

TC

H L

IN

E I

H 3

5E

{ S

TA

1035+

00

EXIST SB IH 35E

EXIST NB IH 35E

NBNWH-1

DCNB35-1

NWSB-1

NBNWH-2

DCNB35-2

EXISTING R.O.W.

DCNB35-3

NBNWH-3

DCNB35-4

RPSB35ADC-3

EXISTING R.O.W.

DCNB35-5

PROPOSED R.O.W.

RPSB35ADC-5

PROPOSED R.O.W.

RPSB35ADC-4

NWSB-3 RPSB35ADC-2RPSB35ADC-1

EXISTING R.O.W.

NWSB-2

NORTHING = 6,999,861.32

EASTING = 2,463,185.12

DELTA = 7^ 42’ 08.92" (LT)


TANGENT = 192.87’

LENGTH = 385.15’

RADIUS = 2,865.00’



CURVE NWSB-1

CURVE DCNB35-2

NORTHING = 7,000,347.23

EASTING = 2,462,924.17

DELTA = 3^ 23’ 37.28" (LT)


TANGENT = 84.87’

LENGTH = 169.68’

RADIUS = 2,864.79’


PT STATION = 1001+31.95

MA

TC

H L

IN

E I

H 3

5E

{ S

TA

725+

00

EXIST SB IH 35E

EXIST NB IH 35E

RPN35VV1-1

RPN35VV1-3

RPN35V-2

RPN35V-3END PROJECT

IH 35E STA 823+00.00

CSJ: 2374-01-068

RPN35VV2-1

RPN35VV2-2

{ IH 35E (EXISTING)

(CLIH35E)

{ IH 35E (EXISTING)

(RCL35E)

} NORTHBOUND IH 35 RAMP

FROM NORTHWEST HWY

(RPNB35NWH)

} SOUTHBOUND IH 35 RAMP

FROM NORTHWEST HWY

(RPNWSB35)

} SB IH 35 TO SB IH 35 (AT LOOP 12)

DIRECT CONNECTOR

(RPSB35ADC)

} IH 35 NB TO IH 635 EB

DIRECT CONNECTOR

(RPNB35DC)

} IH 35 SB TO IH 635 EB

DIRECT CONNECTOR

(RPEB635DC)

} IH 635 WB TO IH 35 NB

DIRECT CONNECTOR

(CONNWBLBJ)

} IH 35 NB TO IH 35

NB FRONTAGE ROAD/

VALLEY VIEW LANE

(RPN35VV1)} IH 35 NB FRONTAGE ROAD/

HARRY HINES ROAD TO IH 35 NB

(RPN35HH)

} RAMP FROM VALLEY VIEW LANE

TO IH 35 NB

(RPN35VV2)

} RAMP FROM IH 35 NB

TO VALWOOD PKWY

(RPN35V)


PI STATION = 1000+47.13

RETAINING WALL C1R

RETAINING WALL C2R

RETAINING WALL C4R

RETAINING WALL C3R

BEGIN BRIDGE 2CBEGIN BRIDGE 1C

END BRIDGE 1C

BEGIN BRIDGE 3C

END BRIDGE 10B

END BRIDGE 9B

2 2

**

** SUPER ELEVATION

BEGIN BRIDGE 4C

END BRIDGE 4C

BEGIN BRIDGE 21B

END BRIDGE 21B

BEGIN BRIDGE 18B

END BRIDGE 18B

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