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665+00 670+00 675+00 680+00 685+00 690+00 695+00 700+00
@ PSH205-S PGL
PROP. GRADE
@ PSH205-S PGL
EXIST GRND
FM 549
LOFLAND CIR
FM 549 /
522.3
525.4
529.1
532.2
534.3
536.0
537.4
538.3
540.1
543.1
546.6
549.8
552.5
554.9
557.2
559.4
561.0
562.6
564.8
567.0
568.4
569.3
569.7
571.0
572.0
571.9
571.0
569.0
566.4
564.3
561.1
559.8
557.6
559.4
560.5
561.5
562.8
564.3
EXIS
T
GR
ND
@
PG
L
EL 569.0
3
PL
OF
L1 S
TA 10
+00.0
0
PS
H205-S
ST
A 680
+71.3
1
566.65
EL 535.1
9
PF
M549 S
TA 10
+00.0
0
PS
H205-S
ST
A 667
+26.7
2
PS
H205-S
EL
EV
@
PG
L
L
567.27
564.91
563.51
563.21
563.84
563.82
563.00
562.74
563.65
565.15
L
526.87
529.67
532.17
533.68
534.88
536.08
537.28
538.48
540.01
542.67
545.67
548.67
551.67
554.67
557.67
560.67
563.68
566.59
568.52
569.27
569.77
570.27
570.77
571.27
571.77
571.52
569.77
B PSH205-S STA 694+40.13, FL=557.50
2-4'x2' MBC CULVERT C
B PSH205-S STA 668+20.13, FL=529.50
2-5'x3' MBC CULVERT D
524.07
WSEL= 534.50'
100 YR
WSEL= 533.65'
25 YR
WSEL= 560.12'
25 YR
WSEL= 560.82'
100 YR
VPI STA = 692+00.00
EL = 562.27
(-)2.50%
(+)0.80%
L = 300.00
K = 91
ex = 1.24'
VPI STA = 694+50.00
EL = 564.27
L = 150.00
K = 91
ex = -0.31'
VPI STA = 697+00.00
EL = 562.15
(-)0.85%
(+)1.50%
L = 200.00
K = 85
ex = 0.59'
VP
C
ST
A 690
+50.00
EL
=566.02
VP
T
ST
A 693
+50.00
EL
=563.47
VP
C
ST
A 693
+75.00
EL
=563.68
VP
T
ST
A 695
+25.00
EL
=563.64
VP
C
ST
A 696
+00.00
EL
=563.00
VP
T
ST
A 698
+00.00
EL
=563.65
VPI STA = 665+00.00
EL = 532.48
(+)2.8
0% (+)1.
20%
L = 150.00
K = 94
ex = -0.30'
VPI STA = 671+00.00
EL = 539.67
(+)1.20%
(+)3.0
0%
L = 150.00
K = 83
ex = 0.34'
VPI STA = 680+64.00
EL = 568.60
(+)3.0
0%
(+)0.50%
L = 200.00
K = 80
ex = -0.63'
VP
C
ST
A 664
+25.00
EL
=530.37
VP
T
ST
A 665
+75.00
EL
=533.37
VP
C
ST
A 670
+25.00
EL
=538.78
VP
T
ST
A 671
+75.00
EL
=541.92
VP
C
ST
A 679
+64.00
EL
=565.60
VP
T
ST
A 681
+64.00
EL
=569.10
VPI STA = 688+00.00
EL = 572.27
(+)0.50% (-)2.50%
L = 200.00
K = 67
ex = -0.75'
VP
C
ST
A 687
+00.00
EL
=571.77
VP
T
ST
A 689
+00.00
EL
=569.77
1,900
2,200
1,200
1,600
1,800
1,000
13,000
3,500
4,000
2,200
20.900
23,500
3,200
3,600
2,000
5,800
6,500
3,600
17,300
19,500
10,800
600
700
400
1,300
1,400
800
600
700
400
600
700
400
600
700
400
1,300
1,400
800
1,300
1,400
800
25,100
28,200
15,600
25,800
28,900
16,000
25,200
28,100
15,600
2,900
3,200
1,8001,600
1,800
1,000
3,200
3,600
2,000
26,500
29,500
16,400600
700
400
1,600
1,800
1,000
29,100
32,400
18,000
FM 549
LO
FL
AN
D
CI
R/
H
WA
LL
AC
E
LN
FM 549/
FM 1139
JO
HN
KI
NG
BL
VD.
MI
MS
RO
AD
TI
MB
ER
RI
DG
E
DR.
WA
LN
UT
RI
DG
E
DR.
SI
DS
RO
AD
LO
FL
AN
D
CI
R
FI
EL
DS
TO
NE
DR
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
33,100 (2014)
53,200 (2034)
GENERAL NOTES:
SUBMITTED:
DATE
APPROVED:
DATE
C 2016 by Texas Department of Transportation all rights reserved
12/02/2016
TXDOT DALLAS DISTRICT
TEXAS COUNTY MAPN.T.S.
DESIGN SPEED:
URBAN ARTERIAL
TEXAS DEPARTMENT OF TRANSPORTATION
4003002001000
HORIZONTAL SCALE:
20 30 40100
VERTICAL SCALE:
13.07 MILES
COUNTIES,TEXAS
KAUFMAN AND ROCKWALL
R EXISTING ROW
EXISTING PROPERTY LIMITS
POTENTIAL DISPLACEMENTS
PROPOSED ROW
PROPOSED EDGE OF PAVEMENT
100 YR FLOODPLAIN LIMITS
PROPOSED EASEMENT
DIRECTION OF TRAVEL
PROPOSED BRIDGE
PROPOSED SIDEWALK
PROPOSED SH 205 BASELINE
PAVEMENT / BRIDGE TO BE REMOVED
PROPOSED PAVEMENT
PROPOSED CROSS STREET BASELINE
PROPOSED TRANSITION BASELINE
EXISTING WATER
EXISTING FIBER OPTIC
EXISTING TELEPHONE / CABLE
EXISTING ELECTRIC
EXISTING WASTEWATER
EXISTING GAS LINE
PROPOSED CULVERT
EXISTING CULVERT
PROPOSED BRIDGE BENT/ABUTMENT
PROPOSED BRIDGE RAIL
FLOW ARROW
CURB RAMP
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.
ROLL OF 7
MARCH 2017
CSJ'S: 0451-01-053, 0451-02-028
COUNTIES, TEXAS
KAUFMAN AND ROCKWALL
FROM US 80 TO NORTH OF FM 549
SH 205 DESIGN SCHEMATIC
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 10+30.82
CSJ: 0451-02-028
BEGIN SH 205 PROJECT
STA 10+30.82
CSJ: 0451-02-028
BEGIN SH 205 PROJECT
STA 10+30.82
CSJ: 0451-02-028
BEGIN SH 205 PROJECT
STA 10+30.82
CSJ: 0451-02-028
BEGIN SH 205 PROJECT
STA 10+30.82
CSJ: 0451-02-028
BEGIN SH 205 PROJECT
STA 338+04.49
BEGIN CSJ: 0451-01-053
END CSJ: 0451-02-028
STA 338+04.49
BEGIN CSJ: 0451-01-053
END CSJ: 0451-02-028
STA 338+04.49
BEGIN CSJ: 0451-01-053
END CSJ: 0451-02-028
STA 338+04.49
BEGIN CSJ: 0451-01-053
END CSJ: 0451-02-028
STA 338+04.49
BEGIN CSJ: 0451-01-053
END CSJ: 0451-02-028
STA 700+00.00
CSJ: 0451-01-053
END SH 205 PROJECT
STA 700+00.00
CSJ: 0451-01-053
END SH 205 PROJECT
STA 700+00.00
CSJ: 0451-01-053
END SH 205 PROJECT
STA 700+00.00
CSJ: 0451-01-053
END SH 205 PROJECT
STA 700+00.00
CSJ: 0451-01-053
END SH 205 PROJECT
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
33,100 (2014)
53,200 (2034)
SUBMITTED:
DATE
APPROVED:
DATE
C 2016 by Texas Department of Transportation all rights reserved
12/02/2016
TXDOT DALLAS DISTRICT
TEXAS COUNTY MAPN.T.S.
DESIGN SPEED:
URBAN ARTERIAL
TEXAS DEPARTMENT OF TRANSPORTATION
4003002001000
HORIZONTAL SCALE:
20 30 40100
VERTICAL SCALE:
13.07 MILES
COUNTIES,TEXAS
KAUFMAN AND ROCKWALL
R
ROLL OF 7
MARCH 2017
CSJ'S: 0451-01-053, 0451-02-028
COUNTIES, TEXAS
KAUFMAN AND ROCKWALL
FROM US 80 TO NORTH OF FM 549
SH 205 DESIGN SCHEMATIC
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 10+30.82
CSJ: 0451-02-028
BEGIN SH 205 PROJECT
STA 10+30.82
CSJ: 0451-02-028
BEGIN SH 205 PROJECT
STA 10+30.82
CSJ: 0451-02-028
BEGIN SH 205 PROJECT
STA 10+30.82
CSJ: 0451-02-028
BEGIN SH 205 PROJECT
STA 10+30.82
CSJ: 0451-02-028
BEGIN SH 205 PROJECT
STA 338+04.49
BEGIN CSJ: 0451-01-053
END CSJ: 0451-02-028
STA 338+04.49
BEGIN CSJ: 0451-01-053
END CSJ: 0451-02-028
STA 338+04.49
BEGIN CSJ: 0451-01-053
END CSJ: 0451-02-028
STA 338+04.49
BEGIN CSJ: 0451-01-053
END CSJ: 0451-02-028
STA 338+04.49
BEGIN CSJ: 0451-01-053
END CSJ: 0451-02-028
STA 700+00.00
CSJ: 0451-01-053
END SH 205 PROJECT
STA 700+00.00
CSJ: 0451-01-053
END SH 205 PROJECT
STA 700+00.00
CSJ: 0451-01-053
END SH 205 PROJECT
STA 700+00.00
CSJ: 0451-01-053
END SH 205 PROJECT
STA 700+00.00
CSJ: 0451-01-053
END SH 205 PROJECT
EXISTING TYPICAL SECTIONS
PROPOSED TYPICAL SECTIONSNOTES:
4:1 MAX
6:1 DESIRABLE1
3:1 MAX
4:1 DESIRABLE2
11
EXI
ST
RO
W
LN
12'
LN
12'
L
EXI
ST
RO
W
SH SH
'8 '8
40'
100'-140' ROW
30'-58' 30'-52'
11
EXI
ST
RO
W
EXI
ST
RO
W
L
2
TRN
2
TRNLN
12'
LN
12'
100'-140' ROW
8- '18- '1
40'-50'30'-50' 20'-50'
11
EXI
ST
RO
W
LN
12'
LN
12'
L
1
100' TYP ROW
TRN
8- '2 8- '2
40'30' 30'
11
EXI
ST
RO
W
EXI
ST
RO
W
L
2
TRN
0
TRNLN
12'
LN
12'
8- '28- '2
40'-50' 20'-30'
100' TYP ROW
30'
11
EXI
ST
RO
W
LN
12'
LN
12'
L
EXI
ST
RO
W
2
TRN
''82
40'
100' TYP ROW
30'30'
11
EXI
ST
RO
W
LN
12'
L
EXI
ST
RO
W
2
TRN
''85
100' TYP ROW
- 8 '5
1 22
LNLNLN
11
40'-70'15'-30' 15'-30'
EXI
ST
RO
W
TYP TYP TYP - 8 '2
SH SH
NOTES:
1
SH 205
B
SH 205
B
SH 205
B
SH 205
B
SH 205
B
SH 205
B
2
4:1 MAX
8:1 USUAL
4:1 MAX
6:1 USUAL
SH
SH
SH
SH
SH
SH
2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1%
2.1% 2.1%
1
2
1' OFFSET
2' OFFSET
1
2
1' OFFSET
2' OFFSET
4'
6'
4'
6'
22
SW
5'
2.0%
SW
5'
2.0%
CURB, TYPTYPE II
24' TYP
15' MIN
24' TYP
15' MIN
ROW VARIES (150'-190')
EXI
ST/
PR
OP
RO
W
EXI
ST/
PR
OP
RO
W
2 2
22
TRN
35'-54'
LN LN LN
4
1'-2' 1'-2'MEDIAN
6'-18'
TRN
4
LNLN LN
36'-54'
STA 755+19 TO STA 759+18
STA 745+70 TO STA 748+51
STA 718+78 TO STA 727+14
STA 662+00 TO STA 708+92
EXISTING SH 205 TYPICAL SECTION
STA 708+92 TO STA 718+78
EXISTING SH 205 TYPICAL SECTION
STA 727+14 TO STA 738+87
EXISTING SH 205 TYPICAL SECTION
STA 738+87 TO STA 745+70
EXISTING SH 205 TYPICAL SECTION
STA 748+51 TO STA 755+19
EXISTING SH 205 TYPICAL SECTION
STA 759+18 TO STA 767+36
EXISTING SH 205 TYPICAL SECTION
EXI
ST
RO
W
L
EXI
ST
RO
W
2
TRN
100' TYP ROW
SH 205
B
STA 767+36 TO STA 772+22.26
EXISTING SH 205 TYPICAL SECTION
TRN LN
11'11'
LN
11'
S
1'
H
S
1'
H
S
1'
H
S
1'
H
8'8' 3'
LN
11'
LN
11'
LN
11'
35'46'
2.0% 2.0%1 1
STA 767+57 TO STA 772+22.26
PROPOSED SH 205 TYPICAL SECTION
LB
STA 7+00 TO STA 10+00
FM 549
EXISTING TYPICAL SECTION
2.0%2.0%
EXI
ST
RO
W
LN
12'
LN
12'
EXI
ST
RO
W
- 2''1 - 2''1
26'-28'
2 2
SH
SH
100' TYP ROW
35'-37' 35'-37'
PFM549
2.0%
L
2.0%
EXI
ST
RO
W
EXI
ST
RO
W
B
2 2
PLOFL1
STA 6+00 TO STA 10+00
LOFLAND CIR
EXISTING TYPICAL SECTION
42' TYP ROW
22'
LN
11'
LN
11'
12' 8'
2.0%
L
2.0%
EXI
ST
RO
W
EXI
ST
RO
W
B
26'
2 2
PLOFL1
STA 10+00 TO STA 14+00
FM 549
EXISTING TYPICAL SECTION
1 1
LN
12'
LN
12'
21'
78' TYP ROW
31'
4'
6'
4'
6'
2
L
SH 205
B & PGL
2
SW
5'
2.0%
LN
14'
LN
12'
SW
5'
2.0%
LN
14'
LN
12'
CURB, TYPTYPE II
24' TYP
15' MIN
24' TYP
15' MIN
ROW VARIES (150'-190')
EXI
ST/
PR
OP
RO
W
EXI
ST/
PR
OP
RO
W
2 2 2
2
LNLN
12'
42'
SH
2'-14'
42'
MEDIAN
18'
STA 755+93 TO STA 767+57
PROPOSED SH 205 TYPICAL SECTION
4'
6'
4'
6'
2
30'
2
SW
5'
2.0%
LN
14'
LN
12'
30'
SW
5'
2.0%
LN
14'
LN
12'
CURB, TYPTYPE II
24' TYP
15' MIN
24' TYP
15' MIN
MEDIAN
42' MIN
ROW VARIES (150'-190')
EXI
ST/
PR
OP
RO
W
2 2 2 2
PROPOSED SH 205 TYPICAL SECTION
STA 662+00 TO STA 662+35
STA 667+27 TO STA 675+30
STA 686+41 TO STA 713+26
STA 718+47 TO STA 735+79
STA 745+84 TO STA 750+74
EXI
ST/
PR
OP
RO
W
4'
6'
4'
6'
22
SW
5'
2.0%
LN
14'
LN
12'
SW
5'
2.0%
LN
14'
LN
12'
CURB, TYPTYPE II
24' TYP
15' MIN
24' TYP
15' MIN
MEDIAN
30'-42'
2
TRN
2
TRN
30'-42'30'-42'
ROW VARIES (150'-190')
EXI
ST/
PR
OP
RO
W
EXI
ST/
PR
OP
RO
W
2 2 2 2
PROPOSED SH 205 TYPICAL SECTION
STA 662+35 TO STA 667+27
STA 675+30 TO STA 686+41
STA 713+26 TO STA 718+47
STA 735+79 TO STA 745+84
STA 750+74 TO STA 755+93
2.0% 2.0%22
L
1 1
EXI
ST
RO
W
EXI
ST
RO
W 20'-24'
LNLN
42' TYP ROW
12'-15'6'-7'
B & PGL
PLOFL1
STA 7+40 TO STA 10+00
TYPICAL SECTION
PROPOSED LOFLAND CIR
2.0% 2.0%22
L
1 1
EXI
ST
RO
W
EXI
ST
RO
W
B & PGL
PLOFL1
26'
1 1
LN
12'
LN
12'
82' TYP ROW
32'24'
STA 10+00 TO STA 13+00
TYPICAL SECTION
PROPOSED FM 549
2.0% 2.0%22
L
1 1
EXI
ST
RO
W
EXI
ST
RO
W
B & PGL
PFM549
LN
12'
LN
12'1 1
26'
ROW VARIES (95'-295')
STA 8+80 TO STA 10+00
TYPICAL SECTION
PROPOSED FM 549
SH 205
B & PGL
(*)(*)
L
SH 205
B & PGL
(*)(*)
L
SH 205
B & PGL
10+00
10
+00
7+00
6+00
14+00
665+00
670+00
675+00
680+00
685+00 690+00
695+00
700+00
LO
FLA
ND CIR
FM 549
FM 549
PROP ROW
EXIST ROW
PROP ROW
R-423
R-419
R-421
R-424
R-425
R-426
R-420
R-422
EXISTING ROW
B PSH205-S
B PSH205-SL
TO BE REMOVED
EXIST 4'x2' RBC
TO BE REMOVED
EXIST 4'x4' RBC
MATCH EXISTING PAVEMENT
B PFM549 STA 8+80.00, EL.=537.28'
BEGIN FM 549 CONSTRUCTION
B PFM549
B PFM549 STA 10+00.00
B PSH205-S STA 667+26.72, EL.=535.19'
B PLOFL1 STA 10+00.00
B PSH205-S STA 680+71.31, EL.=568.03'
MATCH EXISTING PAVEMENT
B PLOFL1 STA 7+40.00, EL.=568.92'
BEGIN LOFLAND CIR CONSTRUCTION
MATCH EXISTING PAVEMENT
B PLOFL1 STA 13+00.00, EL.=568.92'
END FM 549 CONSTRUCTION
B PLOFL1
PLOFL1-2
L
L
(290'x24')
EASEMENTPROP DRNG
(100'x50')
EASEMENT
PROP DRNG
(400'x10')
EASEMENT
PROP DRNG
PROPOSED 2-4'x2' MBC
B PSH205-S STA 694+40.13
CULVERT C
PROPOSED 2-5'x3' MBC
B PSH205-S STA 668+20.13
CULVERT D
(1600'x20')
EASEMENTPROP DRNG
PROJECT BY OTHERS
L
L
L
L
L
L
L
L
L
L
PSH205-S-28
7 7
PARCEL DATA
N
N
IDParcel NameOwner's AddressParcel
R-378 PARTNERS 276 AND205 GOLIADS
R-379 ROCKWALL OFCITY LN FOXWOOD1441
R-380 TRUCKINGTRANSAM GOLIAD S2670
R-381 KIPESTEP HWY205 S2686
R-382 ROCKWALL OFCITY DR RIDGEWALNUT
R-383 ROLANDA & JEFFERYTARVER DR RIDGE WALNUT1507
R-384 LLC MANAGEMENT PROPERTYOSEE HWY205S
R-385 JOSUEMARTINEZ DR RIDGE WALNUT1501
R-386 L JESSICAMILLER CT RIDGETOP1507
R-387 A CHRISTINE & D RICKYHOWERTON CT RIDGETOP1501
R-388 TRACI & DANNYTATOM CT RIDGETOP1506
R-389 PEWICK SHANNA & JAMESPEWICK CT RIDGETOP1500
R-390 DARLA & ROBERTHOYL CT RICHFIELD1507
R-391 INC ASSOC HOMEOWNERS RIDGE HICKORYROCKWALL HWY205S
R-392 J VINCENTSTAGLLANO RDMIMS
R-393 SHAWNGARY CT RICHFIELD1501
R-394 LLC BORROWER 2014-1AMH CT RICHFIELD1500
R-395 LEANNEDOUGLAS CT RICHFIELD1506
R-396 ANN SHRYL & OSCAR LEEMOORE DR RIDGE TIMBER1507
R-397 BESHAH WALIYESAHLOU DR RIDGE TIMBER1501
R-398 TWO NUMBER TRUST DEJANE AALIYAHGARDNER DR RIDGE TIMBER1506
R-399 L DERRICKLUSK DR RIDGE TIMBER1500
R-400 MARTINEZ BIANCA AND GREGMORITZ LN WESTFIELD1507
R-401 D MYRONJONES LN WESTFIELD1501
R-402 KROUCH MONY & KATCHHAUYLIM LN WESTFIELD1512
R-403 INC ASSOC HOMEOWNERS RIDGE HICKORYROCKWALL HWY205S
IDParcel NameOwner's AddressParcel
R-404 LLC COMPANY LEASING RESIDENTIALAMERICAN LN WESTFIELD1500
R-405 ANN CHRISTINEGUNDRUM LN WESTFIELD1506
R-406 A TELISANICKERSON DR FIELDSTONE1501
R-407 S URANIA & CESAR JULIOREYES DR FIELDSTONE1491
R-408 ROCKWALL OFCITY GOLIAD S2915
R-409 ABU R MUNEERZIYADEH DR FIELDSTONE1490
R-410 ASSOC HOMEOWNERS EAST RIDGEHICKORY HWY205/FIELDSTONE
R-411 M ALVINBODFORD GOLIAD S2890
R-412 D S IROCKWALL LN HILL LIMESTONE3025
R-413 M ALVINBODFORD GOLIAD S2890
R-414 EST L NLOFLAND FM205
R-415 LP INVESTMENT FAMILYMILLER FM205
R-416 LIMITED EXPO S &J HWY205 S2922
R-417 EST L NLOFLAND FM205
R-418 EST L NLOFLAND FM205
R-419 LLC HOLDINGS SOMERSET OF LAKESARCADIA FM549 S2994
R-420 GRACE & JOHNIMBURGIA LN PRESLEYELVIS
R-421 GRACE & JOHNIMBURGIA LN PRESLEY ELVIS211
R-422 GRACE & JOHNIMBURGIA LN PRESLEYELVIS
R-423 B STACEY & D WILLIAMHOUSER HWY205 S4768
R-424 INC ENTERPRISES BOYHOME FM549 &FM205
R-425 LLC INVESTORS RETAILROCKWALL FM549 &FM205
R-426 LLC BR2J FM549 S5133
R-427 LOUISE & JR CAWTHONPERDUE TR CHISHOLM2049
R-429 & DR MOHIUDINZEB HWY205 S5128
R-441 LTD HIGHGATEROCKWALL HWY205
CURVE DATA
TRAFFIC DIAGRAM
540
500
510
520
530
550
560
570
580
590
600
540
510
520
530
550
560
570
580
590
600
500
PS
H205-S S
TA 6
62+00
MA
TC
H LIN
E - S
EE R
OLL 6
PSH205-S - STATE HIGHWAY 205
PSH205-S CURVES
CROSS STREET CURVES
LEGEND
1,000 - 2014 ADT
1,000 - 2034 ADT
1,000 - 2044 ADT
INTERSECTION
- SIGNALIZED
100' STORAGE
TYPICAL TURN BAY DETAIL
345' DECELERATION
(UNLESS NOTED OTHERWISE)
CURVE P.I. STATION P.I. STATION - N P.I. STATION - E DELTA RADIUS TANGENT LENGTH CHORD BEARING CHORD LENGTH P.C. STATION P.T. STATION BACK TANGENT AHEAD TANGENT
PSH205-S-28 684+96.43 N 7,010,797.3406 E 2,604,855.9114 11° 16' 01.30" (RT) 9,000.00 887.77 1769.82 N 40° 14' 24.86" W 1766.97 676+08.66 693+78.48 N 45° 52' 25.50" W N 34° 36' 24.21" W
CURVE P.I. STATION P.I. STATION - N P.I. STATION - E DELTA RADIUS TANGENT LENGTH CHORD BEARING CHORD LENGTH P.C. STATION P.T. STATION BACK TANGENT AHEAD TANGENT
PLOFL1-2 10+58.87 N 7,010,510.2546 E 2,605,228.4482 0° 42' 34.09" (LT) 9,500.00 58.82 117.63 N 89° 03' 28.96" E 117.63 10+00.05 11+17.69 N 89° 24' 46.01" E N 88° 42' 11.92" E
SUPERELEVATION DATA
SB
BEGIN TRANSITION END TRANSITION
STA e STA e
663+23.00 2.00% 666+86.00 -2.00%
669+64.00 -2.00% 673+27.00 2.00%
700+00
R-417
R-418
PS
H205-S S
TA 7
00+00
MA
TC
H LIN
E - S
EE R
OLL 1
700+00
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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