EXISTING TYPICAL SECTION - Keep It Moving Dallas...LP Billboard LP LP LP Gate Gate Paved Parking LP...

transcript

Billboard

GateGate

Paved Parking

Stock Pile

Marker

Marker LP

Paved Parking Ramp

Stock Pile

Paved Parking

Sign FH

Gate GL

Riprap

Marker

Concrete

GatesSign

Concrete

ParkingSign

Concrete

Billboard

Retaining

Parking

Paved Parking

Parking

Retaining

Parking

Retaining

Billboard

Retaining

Marker

Retaining

Parking

Billboard

Retaining

Parking

Riprap

Retaining

Parking

Billboard

Parking

lboard

Riprap

Paved Parking

Parking

Concrete

Retaining Wall

Retaining

Parking

Retaining

Billboard

Retaining

Paved Parking

Retaining

Paved Parking

Billboard

Retaining Wall

Concrete

Pipeline

Parking

Concrete

Approx

Paved Parking

SignRetaining

Retaining

Marker

Markers

Marker

Billboard

Dense Woods

N. HAMPTON1400

Overhead Sign

1.219 CLF

Marker

ELEC RISER

SH SH SH

406mm DIP W

203mm SS

254mm SS

TFP TFP

FOFO FO

OH CABLE

SWBT FIBER OPTIC

51mm G

UG PUG P

UG PUG P UG P

UG PUG P UG P UG P

UG PUG P

UG PUG P UG PUG P

UG PUG P

UG PUG PUG P

UG PUG P

UG P UG P UG P UG P

UG PUG P

6~100mm DIA

ELEC. VAULT

762mmCIP

Abandoned

203mm W

Abandoned S

0.152m

Loading Dock

Paved Parking

Approx

Riprap

lboard

Outlet

Culvert

Outlet

Stock PileStock Pile

Concrete Drain

Outlet

InletInlet

Stock Piles

Culvert

Dense Woods

EJCTPB

TEL. MH

203mm SS

CONC. VAULT203mm SS

305mm SS

305mm W

4064mm DIP W

AERIAL CABLESAERIAL CABLES

AERIAL CABLES

1385+00

1390+00

1395+00

1400+00

1405+00

1410+00

1415+00

1420+00

. 1424+

1425+00

1430+00 1435+00

1440+00

. 1441+

1445+00

1450+00

1455+00

1460+00

ta. 1462+

1465+00

ta. 1466+

1470+00

1475+00

1480+00

1485+00

LEGEND

EXISTING R.O.W.

HOV WISHBONE RAMPS PROPOSED RETAINING WALL

PROPOSED CTB

EXISTING OR UNDER CONSTRUCTION

RETAINING WALL

HOV / MANAGED LANES

NEW BRIDGE / BRIDGE WIDENING PROPOSED PYLONS OR CONES

DIRECTIONAL ARROWPROP. RAMP / RAMP RECONSTRUCTION

FUTURE PROP. FRONTAGE ROAD

NEW PAVEMENT/PAVEMENT WIDENING

EXISTING OR UNDER CONSTRUCTION

MAIN LANES AND RAMPS

EXISTING OR UNDER CONSTRUCTION IH 30 BRIDGES

2-36" (900 mm)

FL = 488.13 AT C/L IH 30

= 502.74 AT INFLOW

1-42" (1067 mm)

FL = 489.11 AT C/L IH 30

= 509.01 AT INFLOW1-36" (900 mm)

FL = 492.00 AT C/L IH 30

= 509.01 AT INFLOW

2-42" (1050 mm)

FL = 507.74 AT C/L IH 30

= 508.04 AT INFLOW

1-72" (1800mm)

FL = 443.20 AT C/L IH 30

= 445.12 AT INFLOW

STA = 1391+99.65

EL = 524.55’

(+)0.5001 % (+)1.4500 %

L = 229.71’

K = 242

ex = 0.27’

STA = 1404+03.53

EL = 542.00’

(+)1.4500 % (-)0.8584 %

L = 1,148.29’

K = 497

ex = -3.31’

STA = 1418+30.71

EL = 529.75’

(-)0.8584 % (+)0.4922 %

L = 295.30’

K = 219

ex = 0.50’

STA = 1427+98.56

EL = 534.51’

(+)0.4922 % (-)2.6000 %

L = 1,049.92’

K = 340

ex = -4.06’

STA = 1438+81.24

EL = 506.37’

(-)2.6000 %(-)0.5899 %

L = 393.70’

K = 196

ex = 0.99’

STA = 1454+06.83

EL = 497.37’

(-)0.5899 % (-)1.8483 %

L = 623.36’

K = 495

ex = -0.98’

STA = 1467+02.76

EL = 473.41’

(-)1.8483 %(-)2.2160 %

L = 229.76’

K = 625

ex = -0.11’

DALLAS DISTRICT

GARLAND

ROWLETT

MESQUITE

KLEBERG

CEDAR HILL

GRAND PRAIRIE

IRVING

CARROLLTON

ELLIS CO.

DENTON CO. COLLIN CO.

DALLAS

COPPELL

ADDISON

FARMERS BRANCH

RICHARDSON

BUCKINGHAM

SACHSE

SUNNYVALE

SPRINGS

LAWSON

SEAGOVILLEHUTCHINS

LANCASTER

WILMER

DE SOTO

DUNCANVILLE

COCKRELL HILL

HIGHLAND

PARKUNIVERSITY

348354

408 12

421SCALE 0 MILE6

C O N S U L T I N G E N G I N E E R S

BRIDGEFARMER & ASSOCIATES, INC.

DATE APPROVED DATE SUBMITTED

DATE REVISED

c 2006 BY

TEXAS DEPARTMENT OF TRANSPORTATION;

DESIGN SCHEMATIC

NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

1 2 8 0 1 N O R T H C E N T R A L E X P R E S S W A Y,

SUITE 400

D A L L A S , T E X A S 7 5 2 4 3

TEL: (972) 231-8800 FAX: (972) 231-5900

BEGIN PROJECT

C IH 30 STA 763+50.00

CSJ NO. 1068-02-120

END PROJECT

C IH 30 STA 1582+68.36

CSJ NO. 1068-04-116

Scale : Horizontal 1’ = 200’

WILLIAM L. HALE, P.E. DISTRICT ENGINEER

SOURCE: NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

Average Daily Traffic 2007 (2025)

HIGHWAY VOLUMES INCLUDE MAIN AND HOV/ML LANES ONLY

198,373 (214,801)

195,488 (209,078)

215,611 (215,658)

194,348 (202,241)

170,903 (184,188)

182,799 (195,659)

NW 19TH ST TO BELTLINE RD:

BELTLINE RD TO MacARTHUR BLVD:

MacARTHUR BLVD TO LOOP 12:

LOOP 12 TO WESTMORELAND:

WESTMORELAND TO HAMPTON RD:

HAMPTON RD. TO DOWNTOWN:

END PROJECT

CSJ NO. 1068-02-120

BEGIN PROJECT

CSJ NO. 1068-04-126

C IH 30 STA 889+00.00

PREPARED BY BRIDGEFARMER & ASSOCIATES, INC.

IH-30 MANAGED LANES (INTERSTATE)

PRENTISS REVES, EIT

TX. EIT 26613

DANNY L. KAHLER, PE

TX. PE 89746

Dallas And Tarrant County

END PROJECT

CSJ NO. 1068-04-126

BEGIN PROJECT

CSJ NO. 1068-04-116

C IH 30 STA 1531+00.00

Design Speed : 60 mph (Main line and HOV)

50 mph (HOV Ramps and Trinity River Bridge)

45 mph (Ramps)

Project Length : 13.14 miles

MANAGED LANE PROJECT

CONTROLLING CSJ: 1068-04-126 (IH 30)

FROM TARRANT COUNTY LINE TO SYLVAN AVE IN DALLAS

CSJ: 1068-02-120 (IH 30)

FROM BALLPARK WAY TO DALLAS COUNTY LINE

THIS SCHEMATIC SHOWS A CONSTRUCTION PHASE OF SIGNATURE BRIDGE PROJECT

CSJ: 1068-04-116 (IH 30)

FROM EAST OF SYLVAN AVE TO IH 35E

SIGNATURE BRIDGE PROJECT SCHEMATIC APPROVED UNDER PEGASUS PROJECT

FROM IH 45 TO IH 35E

MAY 2006

DALLAS COUNTY

5/18/06 5/18/06

DALLAS DISTRICT

GARLAND

ROWLETT

MESQUITE

KLEBERG

CEDAR HILL

GRAND PRAIRIE

IRVING

CARROLLTON

ELLIS CO.

DENTON CO. COLLIN CO.

DALLAS

COPPELL

ADDISON

FARMERS BRANCH

RICHARDSON

BUCKINGHAM

SACHSE

SUNNYVALE

SPRINGS

LAWSON

SEAGOVILLEHUTCHINS

LANCASTER

WILMER

DE SOTO

DUNCANVILLE

COCKRELL HILL

HIGHLAND

PARKUNIVERSITY

348354

408 12

421SCALE 0 MILE6

C O N S U L T I N G E N G I N E E R S

BRIDGEFARMER & ASSOCIATES, INC.

DATE APPROVED DATE SUBMITTED

DATE REVISED

c 2006 BY

TEXAS DEPARTMENT OF TRANSPORTATION;

DESIGN SCHEMATIC

NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

1 2 8 0 1 N O R T H C E N T R A L E X P R E S S W A Y,

SUITE 400

D A L L A S , T E X A S 7 5 2 4 3

TEL: (972) 231-8800 FAX: (972) 231-5900

BEGIN PROJECT

C IH 30 STA 763+50.00

CSJ NO. 1068-02-120

END PROJECT

C IH 30 STA 1582+68.36

CSJ NO. 1068-04-116

Scale : Horizontal 1’ = 200’

WILLIAM L. HALE, P.E. DISTRICT ENGINEER

SOURCE: NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

Average Daily Traffic 2007 (2025)

HIGHWAY VOLUMES INCLUDE MAIN AND HOV/ML LANES ONLY

198,373 (214,801)

195,488 (209,078)

215,611 (215,658)

194,348 (202,241)

170,903 (184,188)

182,799 (195,659)

NW 19TH ST TO BELTLINE RD:

BELTLINE RD TO MacARTHUR BLVD:

MacARTHUR BLVD TO LOOP 12:

LOOP 12 TO WESTMORELAND:

WESTMORELAND TO HAMPTON RD:

HAMPTON RD. TO DOWNTOWN:

END PROJECT

CSJ NO. 1068-02-120

BEGIN PROJECT

CSJ NO. 1068-04-126

C IH 30 STA 889+00.00

PREPARED BY BRIDGEFARMER & ASSOCIATES, INC.

IH-30 MANAGED LANES (INTERSTATE)

PRENTISS REVES, EIT

TX. EIT 26613

DANNY L. KAHLER, PE

TX. PE 89746

Dallas And Tarrant County

END PROJECT

CSJ NO. 1068-04-126

BEGIN PROJECT

CSJ NO. 1068-04-116

C IH 30 STA 1531+00.00

Design Speed : 60 mph (Main line and HOV)

50 mph (HOV Ramps and Trinity River Bridge)

45 mph (Ramps)

Project Length : 13.14 miles

MANAGED LANE PROJECT

FROM TARRANT COUNTY LINE TO SYLVAN AVE IN DALLAS

CSJ: 1068-02-120 (IH 30)

FROM BALLPARK WAY TO DALLAS COUNTY LINE

THIS SCHEMATIC SHOWS A CONSTRUCTION PHASE OF SIGNATURE BRIDGE PROJECT

CSJ: 1068-04-116 (IH 30)

FROM EAST OF SYLVAN AVE TO IH 35E

SIGNATURE BRIDGE PROJECT SCHEMATIC APPROVED UNDER PEGASUS PROJECT

FROM IH 45 TO IH 35E

MAY 2006

DALLAS COUNTY

5/18/06 5/18/06

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

FORT W

1068-04-126

1384+00 1481+00

EXISTING 2-36"

(900 mm) CULVERT

EXISTING 1-42" & 1- 36"

(1067 mm) & (900 mm) CULVERT

EXISTING 2-42"

(1050 mm) CULVERT

TO DALLASTO FORT WORTH

EXISTING ROW

EXIST. OR UNDER CONSTRUCTION

PROFILE GRADE LINE

SCALE: 1" = 200’

100 50 100 200

* SEE PLANS FOR AUX. LANE LIMITS.

VARIES PGL

VARIES

9.84’

SHLDR.

PROPOSED TYPICAL SECTION

STA. 1351+00.00 TO STA. 1525+59.00

10.83’

EXIST. ROW VARIES

11.81’

AUX. *

11.81’

AUX. *

10.84’

10.83’

3.94’ (1.2m) typ

2.13’ (0.65m) min

3.94’ (1.2m) typ

2.13’ (0.65m) min

2.95’ (0.9m) typ

2.13’ (0.65m) min

2.95’ (0.9m) typ

2.13’ (0.65m) min

RECONSTRUCT BRIDGESUBSTRUCTURE TO ALLOWTWO MANAGED LANES

ROLL 8 OF 11 ROLL 8 OF 11

9.84’

SHLDR.

PROPOSED INVENTORY

GANTRY

* SEE PLANS FOR AUX. LANE LIMITS.

5.06’12.00’ 6.00’

VARIES

6.00’

VARIES

9.84’

SHLDR.

9.84’

SHLDR.

VARIES

17.06’ MIN

5.2 m MIN.

MEDIAN

17.06’

MEDIAN

59.06’ OR 55.12’ (18.0 OR 16.8 m)

47.24’ OR 43.31’ (14.4 OR 13.2 m)

WB TRAFFIC LANES

59.06’ OR 55.12’ (18.0 OR 16.8 m)

47.24’ OR 43.31’ (14.4 OR 13.2 m)

EB TRAFFIC LANES

5.06’

EXISTING TYPICAL SECTION

STA. 1295+00.00 TO STA. 1525+59.00

11.81’

EXIST. ROW VARIES

11.81’

AUX. *

11.81’

AUX. *

PROFILE IS NOT INTENDED FOR DESIGN

PURPOSES. PROFILE WAS OBTAINED FROM

PREVIOUS PLANS AND IS INTENDED TO

SHOW THE CHARACTERISTICS OF WHAT

HAS ALREADY BEEN BUILT

C IH-30L

PROPOSED

INVENTORY GANTRY

16’-

REFER TO SHEET 11 OF

11 FOR CURVE DATA

SCHCL3-12

SCHCL3-13SCHCL3-14

EXISTING TYPICAL SECTION - Keep It Moving Dallas...LP Billboard LP LP LP Gate Gate Paved Parking LP...

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