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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
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: XXXX-XX-XXX
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: XXXX-XX-XXX
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: XXXX-XX-XXX
BEGIN SH 205 PROJECT
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
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: XXXX-XX-XXX
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: XXXX-XX-XXX
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: XXXX-XX-XXX
BEGIN SH 205 PROJECT
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-756 D R HORTON - TEXAS LTD 1524 CHESAPEAKE DR
R-757 CARUTH RIDGE ESTATES HOMEOWNERS JOHN KING BLVD
R-758 D R HORTON - TEXAS LTD 1518 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-765 CARUTH RIDGE ESTATES HOMEOWNERS JOHN KING BLVD
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-783 CARUTH RIDGE ESTATES HOMEOWNERS JOHN KING BLVD
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
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