DRAFT - Keep It Moving Dallas 1… · proposed retaining wall fm 546 = 45 mph airport road = 45 mph...

EXISTING

GROUND

AT PGL

PROPOSED

1-7’X7’ SBC

EL = 567.71

PROPOSED

PROFILE

GRADE LINE

STA = 57+70.00

EL = 585.74’

L = 135.00’

K = 192

ex = -0.12’

STA = 71+40.00

EL = 580.94’

L = 135.00’

K = 193

ex = 0.12’

STA = 78+85.00

EL = 583.55’

L = 135.00’

K = 193

ex = -0.12’

STA = 88+85.00

EL = 580.02’

L = 135.00’

K = 155

ex = 0.15’

STA = 94+30.00

EL = 582.74’

L = 200.00’

K = 93

ex = -0.54’

STA = 97+80.00

EL = 576.98’

L = 135.00’

K = 153

ex = 0.15’

55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00

17,800

32,140

-------

10,530

19,010

-------

28,610

51,660

-------

18,080

32,650-------

13,130-------

19,260

34,780

18,940

34,210

-------

11,000-------

12,000

-------

------

1,600------

19,790

35,750

772----

------

19,810

35,780

17,220

31,106

19,340

34,940

------

773----

--------------------- -------

1,949------

1,905------

-------

------

-------

------

FM 546

(EXISTING)

FM 546

PROPOSED

NEW ALIGNMENT

FM 546

PROPOSED

NEW ALIGNMENT

FM 546

PROPOSED

NEW ALIGNMENT

FM 546 NEW ALIGNMENT PROJECT

ANTICIPATED ADT

------

= 2010 ADT

= 2030 ADT

------

LEGEND

SOURCE:

TEXAS DEPARTMENT OF TRANSPORTATION

TRANSPORTATION PLANNING AND PROGRAMMING DIVISION

DEC. 17, 2010

PROPOSED

R.O.W.

PROPOSED

R.O.W.

FUTURE

12’12’14’3’

LANE LANE

11’ 12’ 14’ 1’ 3’

LANELANEFUTURE

R.O.W. VARIES (140’ TYP)

FM 546

1’ 1’ 11’1’

FUTURE

40’ MEDIAN

[ FM 546

PROPOSED

NEW ALIGNMENT

VARIES

(10’ TYP)

12’ VARIES

(10’ TYP)

N.T.S.

PROPOSED TYPICAL SECTION

WITH FUTURE LEFT TURN LANE

FUTURE

MEDIAN SDWLK**10’

STA 35+62.00 TO STA 76+70.33

STA 98+66.31 TO 99+79.77

FM 546

PROPOSED

R.O.W.PROPOSED

R.O.W.

FUTURE

12’12’14’1’3’

LANE LANE

1’ 12’ 14’ 1’ 3’

LANELANE

LEFT TURN

[ FM 546

PROPOSED

NEW ALIGNMENT

VARIES

(10’ TYP)

12’ 12’

PROPOSED TYPICAL SECTION

WITH FUTURE DUAL LEFT TURN LANES

AND RIGHT TURN LANE

FUTURE

0-12’0-12’

RT TURN

40’-52’ MEDIAN (VARIES)

R.O.W. VARIES (140’-189’)

VARIES

(10’ TYP)

STA 76+70.33 TO STA 98+66.31

N.T.S.

FUTURE

MEDIANSDWLK**

DESIGN SCHEMATIC

FUNCTIONAL CLASSIFICATION:

COLLIN COUNTY

NET LENGTH OF PROJECT: 1.70 MILES

PREPARED BY:

CIVIL ASSOCIATES, INC.

TBPE REGISTRATION NO. F-006981

PREPARED BY:

CIVIL ASSOCIATES, INC.

TBPE REGISTRATION NO. F-006981

NASER ABUSAAD, P.E., AICP

FM 546: 19,810 ADT (2010) 35,780 ADT (2030)

FROM: SH 5

TO: WEST OF CR 317

BRAD HERNANDEZ, P.E. BRAD HERNANDEZ, P.E.NASER ABUSAAD, P.E., AICP

THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF

PRELIMINARY REVIEW SUBMITTAL.

IT IS NOT INTENDED FOR CONSTRUCTION,

BIDDING OR PERMIT PURPOSES.

THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF

PRELIMINARY REVIEW SUBMITTAL.

IT IS NOT INTENDED FOR CONSTRUCTION,

BIDDING OR PERMIT PURPOSES.

WILLIAM L. HALE, P.E.

DISTRICT ENGINEER

C 2011 BY TEXAS DEPARTMENT OF

TRANSPORTATION

C 2011 BY TEXAS DEPARTMENT OF

TRANSPORTATION

ROLL 1:

ROLL 2:

ROLL INDEX

ROLL 3:

ROLL 1:

ROLL 2:

ROLL INDEX

ROLL 3: SH 5 PROPOSED IMPROVEMENTS PLAN

AND CROSS STREETS PROFILES

FM 546 NEW ALIGNMENT

STA 55+00 TO END PROJECT STA 99+79.77

PROPOSED MEDIAN

TRAFFIC FLOW

LEGEND

PROPOSED CONCRETE ROADWAY

SCALE IN FEET

VERTICAL

HORIZONTAL

50 0 100 200

201005

NOTES:

2. FINAL DRIVEWAY LOCATIONS

SHALL BE DETERMINED DURING

THE FINAL DESIGN PHASE.

3. ALL DIMENSIONS ARE

TO FACE OF CURB, UNLESS

OTHERWISE NOTED.

CONTROL:

FM 546 COLLIN COUNTY

PRIMARY CONTROL

SAM#:29232-06

AUGUST 17, 2010

HORZ. DATUM: NAD-83 (CORS 2002)

VERT. DATUM: NAVD-88 (CORS 2002)

SURFACE COORDINATES

ONLY VISIBLE UTILITIES AS OF

AUGUST 17, 2010 WERE LOCATED.

ALL POINTS WERE LOCATED USING

THE WDS VRS NETWORK.

ALL POINTS WERE CONVERTED

TO SURFACE USING THE TXDOT

COLLIN COUNTY COMBINED

SCALE FACTOR OF 1.000152710.

COORD. SYSTEM:

TEXAS STATE PLANE NAD-83 (CORS 2002)

PROJECT COMBINED SCALE FACTOR:

1.000152710 (0.99984731332)

PT, NORTHING, EASTING, ELEV, DESCR.

ELEVATIONS SHOWN BELOW ARE

GPS DERIVED.

1. PROPOSED PROFILE GENERALLY

FOLLOWS EXISTING.

ZONE: TEXAS NORTH CENTRAL (4202)

UNITS: U.S. SURVEY FEET

GEOID: GEOID09

1,7118394.801,2544272.227,592.803,CP 1

2,7118047.423,2547458.336,593.656,CP 2

3,7117948.345,2550643.874,584.232,CP 3

4,7115059.867,2551507.404,584.688,CP 4

5,7111817.974,2551263.071,560.954,CP 5

6,7112390.337,2548233.38,536.095, CP 6

7,7116062.446,2547059.573,582.357,CP 7

8,7114876.011,2542248.738,570.296,CP 8

PROPOSED DRIVEWAY

PROPOSED TURNAROUND

PROPOSED STRUCTURE (BRIDGE)

PROPOSED TRANSITION PAVEMENT

PROPOSED CROSS

DRAINAGE STRUCTURE

SH 5 PROPOSED IMPROVEMENTS PLAN

AND CROSS STREETS PROFILES

PROPOSED RETAINING WALL

FM 546 = 45 MPH

AIRPORT ROAD = 45 MPH

COUCH ROAD = 35 MPH

U-TURN LANE = 15 MPH

DESIGN SPEED:

PROPOSED DRAINAGE EASEMENT

EXISTING R.O.W./PROPERTY LINE

"ACCESS BY PERMIT ONLY"

PROPOSED CONSTRUCTION

SLOPE EASEMENT

BEGIN PROJECT STA 10+44.90 TO STA 55+00

DALLAS DISTRICT

LOCATION MAP(N.T.S.)

PROJECT LOCATION

COLLIN COUNTY

DALLAS DISTRICT

BEGIN PROJECTCSJ: 1013-01-026

END PROJECTCSJ:1013-01-026

0 1 MILEPROJECT LOCATION

COLLIN COUNTY

DALLAS DISTRICT

BEGIN PROJECTCSJ: 1013-01-026

END PROJECTCSJ:1013-01-026

0 1 MILE

DESIGN SCHEMATIC

FUNCTIONAL CLASSIFICATION:

COLLIN COUNTY

NET LENGTH OF PROJECT: 1.70 MILES

FM 546: 19,810 ADT (2010) 35,780 ADT (2030)

WILLIAM L. HALE, P.E.

DISTRICT ENGINEER

DESIGN SPEED:

DALLAS DISTRICT

TxDOT - MINOR ARTERIAL

CITY OF McKINNEY - URBAN MAJOR ARTERIAL (M6D)

TxDOT - MINOR ARTERIAL

CITY OF McKINNEY - URBAN MAJOR ARTERIAL (M6D)

5. SURVEY NOTES:

DATE OF SURVEY, AUGUST 17, 2010

CSJ: 1013-01-026

FM 546 (NEW ALIGNMENT)

SH 5 = 60 MPH *

* PER TXDOT PLANS DATED NOV. 10, 1955

CSJ: 1013-01-026

FROM: SH 5

TO: WEST OF CR 317

FM 546 = 45 MPH

SH 5 = 60 MPH *

AIRPORT ROAD = 45 MPH

COUCH ROAD = 35 MPH

U-TURN LANE = 15 MPH

* PER TXDOT PLANS DATED NOV. 10, 1955

LOCATION MAP(N.T.S.)

FM 546 (NEW ALIGNMENT)

PROPOSED SIDEWALK

4. CONTROL OF ACCESS WILL BE

HANDLED IN ACCORDANCE WITH

THE TxDOT ACCESS MANAGEMENT

MANUAL.

PROPOSED R.O.W.

SERIAL NO. 83200

NOVEMBER, 2011

SERIAL NO. 100079

NOVEMBER, 2011

SERIAL NO. 83200

NOVEMBER, 2011

SERIAL NO. 100079

NOVEMBER, 2011

| AIRPORT DR STA 11+91.13=

[ FM 546 NEW ALIGNMENT

STA 87+15.00

[ OLD FM 546

[ OLD FM 546 STA 10+00.00=

[ FM 546 NEW ALIGNMENT

STA 95+80.91

ANTOUN GEORGES

IESI TX CORP

SIMPSON MANUFACTURING CO.

McKINNEY HORIZONS LP

CITY OF McKINNEY

CAROL ANNE

MARTHENS

CITY OF McKINNEY

TROIANI FAMILY

INVESTMENTS LTD

SIMPSON MANUFACTURING CO.

MARTHENS

JOHN L.

NORTH TEXAS

MUNICIPAL

WATER DISTRICT

(NTMWD)

NORTH TEXAS

MUNICIPAL

WATER DISTRICT

(NTMWD)

ELDON LEON

McCRAKEN, ET AL

CITY OF

McKINNEY

SUPERELEVATION TABLE

BASELINE CURVE NAME DIRECTION

FM546EB EB -2.00% -0.50% -2.00%

FM546EB EB -2.00% 95+00.00 -0.50% 96+30.00 97+65.00 -2.00%

FM546WB WB -2.00% -0.50% -2.00%

END CROSS

SUPERELEVATION

TRANSITION

BEGIN CROSS

END TRANSITION

AND BEGIN FULL

SUPERELEVATION

END FULL

SUPERELEVATION AND

BEGIN TRANSITION

TRANSITION

84+71.00FM546-4 86+16.00 88+22.00 89+57.00

FM546-5

FM546-4

FM546-5

84+71.00 86+16.00

95+00.00

88+22.00

96+30.00

89+57.00

97+65.00

93+65.00

540 540

[ PROPOSED FM 546

END PROJECT

BEGIN PVMT TRANSITION

[ STA 99+79.77

CSJ:1013-01-026

MATCH PROPOSED FM 546

PAVEMENT (BY OTHERS)

CSJ:1013-01-024

R=50’

END CONSTRUCTION

OLD FM 546

[ STA 12+98.90

MATCH EXISTING PAVEMENT

BEGIN CONSTRUCTION

END TRANSITION

AIRPORT DR

[ STA 8+80.00

MATCH EXISTING PAVEMENT

R=982’

R=953’

R=50’

CONSTRUCTION

SLOPE EASEMENT

CONSTRUCTION

SLOPE EASEMENT

PROPOSED

1-7’ X 7’ SBC

[ FM 546

STA 89+12.00

FUTURE

CONSTRUCTION

BY OTHERS

S0%%d35’06.82"W

LAYOUT - PROPOSED 3-5’x3’ MBC

FM 546 STA 45+03.00N.T.S.

DRAINAGE

EASEMENT

68’X66’

DRAINAGE

EASEMENT

73’X30’

DRAFT - Keep It Moving Dallas 1… · proposed retaining wall fm 546 = 45 mph airport road = 45 mph...

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