preliminary draft...csj: xxxx-xx-xxx rockwall county, texas to north of john king blvd from north of...

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FAX (214) 739-0095

TEL (214) 346-6200

RICHARDSON, TEXAS 75081-2275

1201 NORTH BOWSER ROAD

PRELIMINARYFOR INTERIM REVIEW ONLY

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT

FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION

INTENDED

PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF:

TBPE FIRM #F-312

HALFF ASSOCIATES, INC.

P.E. NO.

103650

DATENAME

JEREMY W. MCGAHAN

DALLAS DISTRICT

JAMES K. SELMAN, P.E., DISTRICT ENGINEER

PROJECT LENGTH:

FUNCTIONAL

CLASSIFICATION:

AVERAGE

DAILY TRAFFIC:

LEGEND:

45 MPH

GENERAL NOTES:

SUBMITTED:

DATE

APPROVED:

DATE

C 2017 by Texas Department of Transportation all rights reserved

03/28/2017

TXDOT DALLAS DISTRICT

TEXAS COUNTY MAPN.T.S.

DESIGN SPEED:

URBAN ARTERIAL

TEXAS DEPARTMENT OF TRANSPORTATION

4003002001000

HORIZONTAL SCALE:

20 30 40100

VERTICAL SCALE:

R

EXISTING PROPERTY LIMITS

PROPOSED ROW

100 YR FLOODPLAIN LIMITS

DIRECTION OF TRAVEL

PROPOSED BRIDGE

PROPOSED SIDEWALK

PROPOSED SH 205 BASELINE

PAVEMENT / BRIDGE TO BE REMOVED

PROPOSED PAVEMENT

PROPOSED CROSS STREET BASELINE

PROPOSED BRIDGE BENT/ABUTMENT

PROPOSED BRIDGE RAIL

FLOODWAY LIMITS

EXISTING 5FT CONTOURS

SHALL REQUIRE CONSTRUCTION LICENSE AGREEMENT.

CONSTRUCTION OF DRIVEWAYS OUTSIDE OF EXISTING AND PROPOSED RIGHT OF WAY

DOCUMENTS AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.

EXISTING CULVERT LOCATIONS, SIZE, AND ELEVATIONS OBTAINED FROM RECORD

RATE MAPS DATED AUGUST 2015.

APPROXIMATE 100 YEAR FLOOD PLAIN LIMITS ARE BASED UPON FEMA FLOOD INSURANCE

RECONSTRUCTION WILL BE REMOVED (UNLESS NOTED OTHERWISE).

EXISTING PAVEMENT AND BRIDGES LOCATED WITHIN LIMITS OF PROPOSED

THE LOCAL GOVERNMENTS.

OPENING LOCATIONS TO BE DETERMINED DURING PS&E AND IN COORDINATION WITH

MEDIAN OPENINGS ARE PRELIMINARY AND SUBJECT TO CHANGE. FINAL MEDIAN

PS&E DESIGN.

DRIVEWAY LOCATIONS ARE PRELIMINARY AND WILL BE FURTHER DEVELOPED DURING

30', AND DRIVEWAY INTERSECTION CURVE RADII ARE 15' (UNLESS NOTED OTHERWISE).

MAJOR INTERSECTION CURVE RADII ARE 50', MINOR INTERSECTION CURVE RADII ARE

(MARCH 2015).

AVERAGE DAILY TRAFFIC VOLUME PROJECTIONS DEVELOPED BY TXDOT TP&P

PS&E DESIGN.

CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) WILL NOT BE DEVELOPED UNTIL

THE SPECIFIC TYPE OF BRIDGE RAIL WILL BE DETERMINED DURING PS&E DESIGN.

THE PGL.

SUPERELEVATION TRANSITIONS ARE LINEAR WITH THE AXIS OF ROTATION LOCATED AT

PAVEMENT OR NOMINAL FACE OF RAIL/CURB/BARRIER (UNLESS NOTED).

ALL CURBS ARE TYPE II (UNLESS NOTED. DIMENSIONS ARE TO EDGE OF UNCURBED

ROCKWALL, AND COLLIN COUNTIES APPRAISAL DISTRICT (JUNE 2015).

PARCEL LIMITS AND OWNERSHIP INFORMATION WERE COLLECTED FROM THE KAUFMAN,

TOPOGRAPHY DATA WAS COLLECTED IN APRIL OF 2015.

AND RECORD PLANS. NOT ALL EXISTING FEATURES WERE FIELD SURVEYED. AERIAL

THE SCHEMATIC LAYOUTS ARE BASED ON LIMITED FIELD SURVEY, AERIAL TOPOGROPHY

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

7.63 MILES

TBD (2014)

TBD (2034)

ROLL OF 3

MARCH 2017

CSJ: XXXX-XX-XXX

ROCKWALL COUNTY, TEXAS

TO NORTH OF JOHN KING BLVD

FROM NORTH OF FM 549

SH 205 DESIGN SCHEMATIC

ROCKWALL COUNTY,TEXAS

PROPOSED RETAINING WALL

EXISTING ROW (ESTIMATED)

HUBBARDLAKE RAY

LAKE LAVON

ROCKWALL

BLACKLAND

CHISHOLMMcLENNDON-

TERRELL

TALTY

POETRY

McCOY

BURROW

HENDRICKS

CASH

FLOYD

GREENVILLE

MEADOWVIEW

MESQUITE

DALLAS

ROWLETT

GARLAND

RICHARDSON

PLANO

ALLEN

BRANCH

COPEVILLE

LAVON

GROVE

PECAN

NEW MESQUITE

N.T.S.

LOCATION MAP

STA 1103+00

CSJ: XXXX-XX-XXX

END SH 205 PROJECT

STA 1103+00

CSJ: XXXX-XX-XXX

END SH 205 PROJECT

STA 1103+00

CSJ: XXXX-XX-XXX

END SH 205 PROJECT

STA 1103+00

CSJ: XXXX-XX-XXX

END SH 205 PROJECT

STA 1103+00

CSJ: XXXX-XX-XXX

END SH 205 PROJECT

STA 700+00.00

CSJ: XXXX-XX-XXX

BEGIN SH 205 PROJECT

STA 700+00.00

CSJ: XXXX-XX-XXX


STA 700+00.00

CSJ: XXXX-XX-XXX


STA 700+00.00

CSJ: XXXX-XX-XXX


STA 700+00.00

CSJ: XXXX-XX-XXX


PARCEL DATA

FAX (214) 739-0095

TEL (214) 346-6200

RICHARDSON, TEXAS 75081-2275

1201 NORTH BOWSER ROAD

PRELIMINARYFOR INTERIM REVIEW ONLY

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT

FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION

INTENDED

PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF:

TBPE FIRM #F-312

HALFF ASSOCIATES, INC.

P.E. NO.

103650

DATENAME

JEREMY W. MCGAHAN

DALLAS DISTRICT

JAMES K. SELMAN, P.E., DISTRICT ENGINEER

PROJECT LENGTH:

FUNCTIONAL

CLASSIFICATION:

AVERAGE

DAILY TRAFFIC:

45 MPH

SUBMITTED:

DATE

APPROVED:

DATE

C 2017 by Texas Department of Transportation all rights reserved

03/28/2017

TXDOT DALLAS DISTRICT

TEXAS COUNTY MAPN.T.S.

DESIGN SPEED:

URBAN ARTERIAL

TEXAS DEPARTMENT OF TRANSPORTATION

4003002001000

HORIZONTAL SCALE:

20 30 40100

VERTICAL SCALE:

R

7.63 MILES

TBD (2014)

TBD (2034)

ROLL OF 3

MARCH 2017

CSJ: XXXX-XX-XXX

ROCKWALL COUNTY, TEXAS

TO NORTH OF JOHN KING BLVD

FROM NORTH OF FM 549

SH 205 DESIGN SCHEMATIC

ROCKWALL COUNTY,TEXAS

HUBBARDLAKE RAY

LAKE LAVON

ROCKWALL

BLACKLAND

CHISHOLMMcLENNDON-

TERRELL

TALTY

POETRY

McCOY

BURROW

HENDRICKS

CASH

FLOYD

GREENVILLE

MEADOWVIEW

MESQUITE

DALLAS

ROWLETT

GARLAND

RICHARDSON

PLANO

ALLEN

BRANCH

COPEVILLE

LAVON

GROVE

PECAN

NEW MESQUITE

N.T.S.

LOCATION MAP

STA 1103+00

CSJ: XXXX-XX-XXX

END SH 205 PROJECT

STA 1103+00

CSJ: XXXX-XX-XXX

END SH 205 PROJECT

STA 1103+00

CSJ: XXXX-XX-XXX

END SH 205 PROJECT

STA 1103+00

CSJ: XXXX-XX-XXX

END SH 205 PROJECT

STA 1103+00

CSJ: XXXX-XX-XXX

END SH 205 PROJECT

STA 700+00.00

CSJ: XXXX-XX-XXX


STA 700+00.00

CSJ: XXXX-XX-XXX


STA 700+00.00

CSJ: XXXX-XX-XXX


STA 700+00.00

CSJ: XXXX-XX-XXX


STA 700+00.00

CSJ: XXXX-XX-XXX

BEGIN SH 205 PROJECT955+00

960+00 965+00

970+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

1040+00

1045+00

1050

+00

1055

+00

1060+00

1065+00

1070+00

10

75+0

0

1080+00

1085+00

1090

+00

1095+00

1100+00

5+00

10

+00

2+00

FM 552

E

QU

AIL R

UN R

D

HAYS LN

DR

SP

RIN

G

LIF

E

B PSH205-S STA 1085+42.49, EL.=XXX.XX'

MATCH EXISTING PAVEMENT

L

L

R-745

R-744

R-742

R-738

R-735

R-732

R-717

R-709

R-707

R-700

R-701

R-704

R-703

R-706

R-702

R-705

R-708

R-710

R-711

R-712

R-713R-714

R-716

R-718

R-715

R-719

R-720

R-721

R-722

R-723

R-724

R-726

R-725

R-727

R-728

R-729

R-730R-731

R-733

R-734

R-736

R-737

R-739

R-740

R-741

R-745

R-745

R-743

R-746

R-747

R-717

R-63

R-63

R-1

R-63

R-60

B PGOLN STA 2+54.55, EL.=449.36'

MATCH EXISTING PAVEMENT

DR

FE

AT

HE

RST

ON

E

VIE

W D

R

PLE

AS

AN

T

BU

FF

DR

PL

EA

SA

NT

PARCEL DATA

3 3

Parcel ID Owner's Name Parcel Address

R-60 STONE CREEK SF LTD HAYS RD

R-740 REED RANDY ETUX 3076 HAYS RD

R-741 R & R HANCE INVESTMENTS LP JOHN KING BLVD

R-742 R & R HANCE INVESTMENTS LP JOHN KING BLVD

R-743 UTLEY HERMAN D 1815 OLD E QUAIL RUN RD

R-744 R & R HANCE INVESTMENTS LP HAYES RD

R-745 GIDEON LONNIE L TR JOHN KING BLVD

R-746 N/A N/A

R-747 LANKFORD BONNIE 1691 OLD E QUAIL RUN RD

R-748 GRANT NICHOLAS P & SHERRI D QUAIL RUN RD

R-749 GRANT NICHOLAS P & SHERRI D QUAIL RUN RD

R-750 YINGLING JOHN & LYNELLE 570 E QUAIL RUN RD

R-751 V F B FAMILY LIMITED PARTNERSHIP QUAIL RUN RD

R-752 CARUTH RIDGE ESTATES HOMEOWNERS JOHN KING BLVD

R-753 D R HORTON - TEXAS LTD 1428 PHELPS LAKE DR

R-754 BLOCK SPENCER ALLEN 21 NORMAN TR

R-755 D R HORTON - TEXAS LTD 1530 CHESAPEAKE DR




R-759 WHITE JIM & PEGGY 23 NORMAN TRAIL

R-760 SPARKS KERRY JOSHUA AND JENNIFER 1510 CHESAPEAKE DR

R-761 CORDER GEORGE E JR AND DOTTIE MAE 1450 PALASADES CT

R-762 HILL JUDITH LEEANN 1444 PALASADES CT

R-763 ROWAN BLAIR N & CASEY D 1438 PALASADES CT

R-764 EVANS JAMES M AND LAURA F 1432 PALASADES CT

Parcel ID Owner's Name Parcel Address


R-766 HARKNESS DONALD W AND SUSAN J 1426 PALASADES CT

R-767 HARRIS IRA G ET UX 25 NORMAN TR

R-768 MORALES CLAUDIA A 1420 PALASADES CT

R-769 CRABB LAURIE M 1414 PALASADES CT

R-770 LANE CYNTHIA KAYE 1408 PALASADES CT

R-771 LANKFORD TIMOTHY R AND BLAIR H 1402 PALASADES CT

R-772 TOMPSETT GREGORY AND LISHA E 1324 PALASADES CT

R-773 LUERA TOMMY G JR & PAMELA ANN 26 NORMAN TR

R-774 FREEMAN COLBY CEE AND NEISHA ELAINE 1314 PALASADES CT

R-775 BENJAMIN CANDACE NYARKUAH 1308 PALASADES CT

R-776 N/A N/A

R-777 WHITTINGTON RANDALL S & CHRISTINA L 1302 PALASADES CT

R-778 MCGILL MICHAEL KIMBERLY 27 NORMAN TR

R-779 GAUVIN COLLEEN 1421 WHITE WATER LN

R-780 RICHARDS J MARK 28 NORMAN TR

R-781 TANNER WILMA GRACE 1451 FM1141B

R-782 N/A N/A


R-784 HEIN W A ET UX 29 NORMAN TR

R-785 TANNER JAMES D 1451 FM1141

R-786 N/A N/A

R-787 SEE BETTY FM1141/JOHN KING BLVD

R-788 CITY OF ROCKWALL FM1141

R-789 CITY OF ROCKWALL FM1141

PS

H205 S

TA 9

55+00

MA

TC

H LIN

E - S

EE R

OLL 2

955+00

PS

H205N S

TA 1

086+47

PS

H205 S

TA 1

103+00=

MATC

H LIN

E - S

EE R

OLL 1

N

N

112 2

11 1

1

L

2.0% 2.0%

CURB, TYPTYPE II

EXI

ST

RO

W

EXI

ST

RO

W

120' TYP ROW

14' 14'

LN

14'

LN

11'

LN

11'

LN

14'

LN

11'

LN

11'

SWSW

38'16'38'

5 8

SH 205

B & PGL

PROPOSED SH 205 TYPICAL SECTION

NOTES:

4:1 MAX

6:1 DESIRABLE1

3:1 MAX

4:1 DESIRABLE2

1

2

1' OFFSET

2' OFFSET

PAVEMENTFUTURE

NOTES:

4:1 MAX

6:1 DESIRABLE1

3:1 MAX

4:1 DESIRABLE2

1

2

1' OFFSET

2' OFFSET

22

2 2 2 2

PR

OP

RO

W30'

SW

5'

PR

OP

RO

W

2.0%

LN

14'

LN

12'

30'

SW

5'

2.0%

LN

14'

LN

12'

CURB, TYPTYPE II

MEDIAN

42' MIN

4'

6'

4'

6'

150' TYP ROW

PROPOSED SH 205 TYPICAL SECTION

L

SH 205

B & PGLPAVEMENTFUTURE

15'-24' 15'-24'

LN

12'

LN

12'

DRAFT

PRELIMINARY

AND MUST NOT BE CONSTRUED AS FINAL.

DATA SHOWN HEREIN IS SUBJECT TO CHANGE

ONLY. THE PLAN INFORMATION OR OTHER

THIS PRINT IS FURNISHED FOR INFORMATION

DRAFT

PRELIMINARY

AND MUST NOT BE CONSTRUED AS FINAL.

DATA SHOWN HEREIN IS SUBJECT TO CHANGE

ONLY. THE PLAN INFORMATION OR OTHER

THIS PRINT IS FURNISHED FOR INFORMATION

preliminary draft...csj: xxxx-xx-xxx rockwall county, texas to north of john king blvd from north of...

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