LEGEND: GENERAL NOTES: PRELIMINARY B CR DRAFT S H 2 I 5 … · 2017. 4. 11. · 490 4 0 490 490 9 0...
Transcript of LEGEND: GENERAL NOTES: PRELIMINARY B CR DRAFT S H 2 I 5 … · 2017. 4. 11. · 490 4 0 490 490 9 0...
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225+00 230+00 235+00 240+00 245+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00
@ PSH205-S PGL
PROP. GRADE
@ PSH205-S PGL
PROP. GRADE
@ PSH205-S PGL
EXIST GRND
@ PSH205-S PGL
EXIST GRND
120'
5.5' BRIDGE DEPTH
TX 54 BEAMS, ASSUME
4.3' BRIDGE DEPTH
TX 40 BEAMS, ASSUME
SHADOW
BROOK CT
CR 250
EXIS
T
GR
ND
@
PG
L
CANDICE CIR
L L L
L
LB PSH205-S STA 226+46.37, FL=499.93
4'x3' SBC CULVERT B7
B PSH205-S STA 247+29.99, FL=483.56
5'x4' SBC CULVERT B9
B PSH205-S STA 255+18.97, FL=487.53
2-6'x3' MBC CULVERT B10
B PSH205-S STA 279+70.61, FL=496.90
6'x3' SBC CULVERT B11
B PSH205-S STA 297+83.48, FL=508.45
3'x3' SBC CULVERT B12
EXIS
T
GR
ND
@
PG
L
513.7
511.8
510.2
508.8
508.5
508.5
506.8
505.2
501.4
498.9
496.6
495.2
493.1
492.7
492.3
491.8
491.3
489.1
481.2
490.5
490.8
490.0
489.7
489.6
489.7
488.1
488.0
488.2
488.4
488.4
488.4
488.8
488.7
489.4
490.8
492.0
494.0
495.3
497.0
498.6
500.3
502.0
503.6
505.3
506.7
508.0
509.0
509.1
508.9
508.0
507.2
506.1
505.0
504.1
503.1
502.4
501.9
502.0
503.0
504.8
506.0
507.7
509.3
511.1
512.7
514.0
515.8
517.2
518.1
518.1
518.1
517.7
516.9
516.1
515.3
514.2
514.8
515.8
516.9
518.1
518.9
520.1
520.1
519.2
517.9
516.5
515.7
513.3
510.4
503.3
498.6
495.2
490.5
487.6
485.4
483.3
481.9
481.6
480.5
480.0
478.4
479.5
480.5
483.5
485.8
488.3
488.6
489.6
491.1
492.8
493.7
493.8
493.7
494.2
WSEL= 491.30'
100 YR FEMA
PS
H205-S
ST
A 263
+83.1
2
PC
AN
D
ST
A 10
+00.0
0
EL 501.0
5
PS
H205-S
ST
A 275
+63.7
3
PS
HA
D
ST
A 10
+00.0
0
EL 504.0
9
PS
H205-S
ST
A 289
+18.1
6
PC
R250
ST
A 10
+00.0
0
EL 520.3
3
515.91
512.75
510.92
510.25
510.00
510.25
509.98
508.18
505.60
503.03
492.74
493.46
494.18
494.89
495.46
494.97
493.99
493.85
494.67
495.97
497.27
498.57
499.87
501.34
503.37
505.57
507.77
509.77
510.38
509.61
508.63
507.65
506.67
505.69
504.71
503.77
503.53
504.00
504.50
505.00
505.50
506.03
507.38
509.55
511.75
513.95
516.15
518.35
520.15
520.56
519.94
519.28
518.62
517.96
510.67
494.71
495.18
495.73
PS
H205-S
EL
EV
@
PG
L
PS
H205-S
EL
EV
@
PG
L
120'
100' 100'
517.30
516.68
516.87
517.87
518.90
519.94
520.97
522.01
523.04
524.08
525.07
524.97
523.36
520.25
515.68
500.45
WSEL= 503.64'
25 YR
WSEL= 503.99'
100 YR
WSEL= 488.16'
25 YRWSEL= 488.91'
100 YR
WSEL= 487.17'
25 YR
WSEL= 487.83'
100 YR WSEL= 490.74'
25 YR
WSEL= 491.30'
100 YR
WSEL= 500.06'
25 YR
WSEL= 500.75'
100 YR
WSEL= 512.48'
25 YR
WSEL= 512.93'
100 YR
WSEL= 480.60'
25 YR
WSEL= 481.08'
100 YR
497.88
495.34
493.69
493.25
494.03
495.69
497.35
498.10
497.62
496.78
495.94
495.10
494.26
493.42
492.58
491.74
491.42
492.01
505.68
500.68
496.27
493.07
490.47
488.00
486.50
486.10
486.66
487.36
488.06
488.76
489.46
490.16
490.86
491.56
492.26
492.96
493.66
494.36
494.96
494.86
VPI STA = 223+25.00
EL = 511.13
(-)3.83%
L = 250.00
K = 75
ex = 1.04'
VPI STA = 226+00.00
EL = 509.75
(-)0.50%
L = 200.00
K = 200
ex = 0.25'
VPI STA = 228+00.00
EL = 510.75
(+)0.50%
(-)2.57%
L = 200.00
K = 65
ex = -0.77'
VPI STA = 255+25.00
EL = 495.79
(+)0.72% (-)1.10%
L = 150.00
K = 83
ex = -0.34'
VPI STA = 257+75.00
EL = 493.05
(+)1.30%
L = 250.00
K = 104
ex = 0.75'
VPI STA = 264+00.00
EL = 501.17
(+)1.30%
(+)2.2
0%
L = 150.00
K = 167
ex = 0.17'
VPI STA = 268+50.00
EL = 511.07
(+)2.2
0% (-)0.98%
L = 200.00
K = 63
ex = -0.79'
VPI STA = 276+50.00
EL = 503.25
(-)0.98%
(+)0.50%
L = 150.00
K = 101
ex = 0.28'
VPI STA = 282+50.00
EL = 506.25
(+)0.50% (+)2.2
0%
L = 150.00
K = 88
ex = 0.32'
VPI STA = 289+25.00
EL = 521.10
(+)2.2
0%
(-)0.66%
L = 200.00
K = 70
ex = -0.71'
VPI STA = 332+75.00
EL = 494.49
(+)0.55%
L = 150.00
K = 143
ex = 0.20'
VP
T
ST
A 224
+50.00
EL
=510.50
VP
C
ST
A 225
+00.00
EL
=510.25
VP
T
ST
A 227
+00.00
EL
=510.25
VP
C
ST
A 227
+00.00
EL
=510.25
VP
T
ST
A 229
+00.00
EL
=508.18
VP
C
ST
A 254
+50.00
EL
=495.25
VP
T
ST
A 256
+00.00
EL
=494.97
VP
C
ST
A 256
+50.00
EL
=494.42
VP
T
ST
A 259
+00.00
EL
=494.67
VP
C
ST
A 263
+25.00
EL
=500.20
VP
T
ST
A 264
+75.00
EL
=502.82
VP
C
ST
A 267
+50.00
EL
=508.87
VP
T
ST
A 269
+50.00
EL
=510.09
VP
T
ST
A 277
+25.00
EL
=503.62
VP
C
ST
A 281
+75.00
EL
=505.87
VP
T
ST
A 283
+25.00
EL
=507.90
VP
C
ST
A 288
+25.00
EL
=518.90
VP
T
ST
A 290
+25.00
EL
=520.44
VP
C
ST
A 332
+00.00
EL
=494.86
VP
T
ST
A 333
+50.00
EL
=494.90
VP
C
ST
A 222
+00.00
EL
=515.91
VP
C
ST
A 275
+75.00
EL
=503.98
BE
GI
N
BRI
DG
E
ST
A 238
+70.00
EL
=496.88
EN
D
BRI
DG
E
ST
A 241
+10.00
EL
=497.54
BE
GI
N
BRI
DG
E
ST
A 321
+00.00
EL
=488.06
EN
D
BRI
DG
E
ST
A 323
+00.00
EL
=489.46
VPI STA = 296+50.00
EL = 516.31
(-)0.66% (+)1.04%
L = 150.00
K = 88
ex = 0.32'
VPI STA = 306+75.00
EL = 526.93
(+)1.04% (-)5.00%
L = 400.00
K = 66
ex = -3.02'
VP
C
ST
A 295
+75.00
EL
=516.81
VP
T
ST
A 297
+25.00
EL
=517.09
VP
C
ST
A 304
+75.00
EL
=524.85
VP
T
ST
A 308
+75.00
EL
=516.93
VPI STA = 235+50.00
EL = 491.44
(-)2.57%
L = 350.00
K = 82
ex = 1.87'
VPI STA = 239+75.00
EL = 498.67
(+)1.70%
(-)0.84%
L = 200.00
K = 79
ex = -0.63'
VPI STA = 248+75.00
EL = 491.11
(-)0.84% (+)0.72%
L = 150.00
K = 96
ex = 0.29'
VP
C
ST
A 233
+75.00
EL
=495.95
VP
T
ST
A 237
+25.00
EL
=494.42
VP
C
ST
A 238
+75.00
EL
=496.97
VP
T
ST
A 240
+75.00
EL
=497.83
VP
C
ST
A 248
+00.00
EL
=491.74
VP
T
ST
A 249
+50.00
EL
=491.65
VPI STA = 313+00.00
EL = 495.68
(-)5.00%
(-)2.60%
L = 200.00
K = 83
ex = 0.60'
VPI STA = 317+00.00
EL = 485.26
(+)0.70%
L = 300.00
K = 91
ex = 1.24'
VPI STA = 331+25.00
EL = 495.24
(+)0.70% (-)0.50%
L = 150.00
K = 125
ex = -0.22'
VP
C
ST
A 312
+00.00
EL
=500.68
VP
T
ST
A 314
+00.00
EL
=493.07
VP
C
ST
A 315
+50.00
EL
=489.17
VP
T
ST
A 318
+50.00
EL
=486.31
VP
C
ST
A 330
+50.00
EL
=494.71
VP
T
ST
A 332
+00.00
EL
=494.86
SH
AD
OW
BR
OO
K
CT
CR 250
CA
NDI
CE
CI
R
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 SECTIONS
2.0% 2.0%22
L
1 1
EXI
ST
RO
W
EXI
ST
RO
W
LNLN
2.0%
L
2.0%
EXI
ST
RO
W
EXI
ST
RO
W
B
2 2
11
EXI
ST
RO
W
LN
12'
LN
12'
L
28'-63' 28'-55'
EXI
ST
RO
W
100'-150' ROW
EXI
ST
RO
W
LN
12'
LN
12'
L
EXI
ST
RO
W 50'-62' 36'-54'32'-44'
SH SH
'-10'4 '-10'4
120'-150' ROW
11
EXI
ST
RO
W
EXI
ST
RO
W
L
100' TYP ROW
4
TRN
4
TRN
01- '401- '4
LN LN
44'-46'
2 2
27'-28'
SH
SH
27'-28'
SH
SH
NOTES:
4:1 MAX
6:1 DESIRABLE1
SH 205
B
SH 205
B
SH 205
B
3:1 MAX
4:1 DESIRABLE2
NOTES:
1
2
4:1 MAX
8:1 USUAL
4:1 MAX
6:1 USUAL
2.1% 2.1% 2.1% 2.1% 2.1% 2.1%
34'
4' 4'
7 7
14'-24'
43' TYP ROW
12'-17'7'-12'
43' TYP ROW
13' 18'12'
LN
12'
1
2
1' OFFSET
2' OFFSET
1
2
1' OFFSET
2' OFFSET
1 1
STA 323+00 TO STA 335+00
STA 289+18 TO STA 321+00
STA 275+64 TO STA 284+34
STA 241+10 TO STA 270+81
STA 222+00 TO STA 238+70
PROPOSED SH 205 TYPICAL SECTION
STA 321+00 TO STA 323+00
STA 238+70 TO STA 241+10
PROPOSED SH 205 TYPICAL SECTION
STA 222+00 TO STA 223+56
EXISTING SH 205 TYPICAL SECTION
STA 323+00 TO STA 335+00
STA 241+43 TO STA 321+00
STA 223+56 TO STA 238+61
EXISTING SH 205 TYPICAL SECTION
STA 321+00 TO STA 323+00
STA 238+61 TO STA 241+43
EXISTING SH 205 TYPICAL SECTION
LN
12'
LN
12'
LN
12'
LN
12'
L
SH 205
B & PGL
MEDIAN
18' MIN 42'42'
2
SW
5'
4'
6'
CURB, TYPTYPE I
2
SW
5'
4'
6'
EXI
ST/
PR
OP
RO
W
EXI
ST/
PR
OP
RO
W
ROW VARIES (170'-235')
2
L
SH 205
B & PGL
2
SW
5'
2.0%
LN
12'
SW
5'
2.0%
LN
12'2
TRN
2
TRN
4'
6'
4'
6'LN
12'
LN
12'
CURB, TYPTYPE I
42'-54'42'-54'
MEDIAN
6'-18'
EXI
ST/
PR
OP
RO
W
EXI
ST/
PR
OP
RO
W
ROW VARIES (170'-235')
LN
12'
SW
2.0%
PR
OP
RO
W
PR
OP
RO
W
LN
12'
SW
2.0%
L
SH 205
B & PGL
1 1 1 1
ROW VARIES (212'-248')
CTR, TYP
PROP PED RAIL
LN
12'
LN
12'
16'
5'
49'
5'
50'50'
-57'
47'
-'73
STA 284+34 TO STA 289+18
STA 270+81 TO STA 275+64
PROPOSED SH 205 TYPICAL SECTION
SH
10'
SH
10'
SH
8'
SH
8'
SH
10'
SH
10'
SH
8'
SH
8'
SH
10'
SH
8'
SH
8'
SH
10'
2.0%
L
2.0%
EXI
ST
RO
W
EXI
ST
RO
W
B
2 2
18'
2.0%
L
2.0%
EXI
ST
RO
W
EXI
ST
RO
W
B
2 2
2.0% 2.0%22
L
1 1
EXI
ST
RO
W
LNLN
40' TYP ROW
10'-24'
5 5
PCAND
B & PGL
STA 8+40 TO STA 10+00
PROPOSED CANDICE CIR TYPICAL SECTION
10'-17'6'-13'
2.0% 2.0%22
L
1 1
EXI
ST
RO
W
EXI
ST
RO
W
LNLN
7 7
14'-24'
PSHAD
B & PGL
STA 8+40 TO STA 10+00
TYPICAL SECTION
PROPOSED SHADOW BROOK CT
60' TYP ROW
18'-22'18'-24'
PCR250
B & PGL
STA 8+30 TO STA 10+00
PROPOSED CR 250 TYPICAL SECTION
40' TYP ROW
10'
LN
10'
12'
PCAND
STA 7+00 TO STA 10+00
CANDICE CIR
EXISTING TYPICAL SECTION
LN
8'
LN
8'
16'
60' TYP ROW
22' 22'
PSHAD
STA 7+00 TO STA 10+00
SHADOW BROOK CT
EXISTING TYPICAL SECTION
PCR250
STA 6+00 TO STA 10+00
CR 250
EXISTING TYPICAL SECTION
PR
OP/
EXI
ST
RO
W
2.0% 2.0%
24' TYP
15' MIN
24' TYP
15' MIN
24' TYP
15' MIN
24' TYP
15' MIN
10
+00
7+00
7+00
10
+00
10
+00
6+00
225+00
230+00
235+00240+00
245+00250+00
255+00
260+00
265+00
270+00
275+00280+00
285+00290+00
295+00300+00
305+00
310+00
315+00
320+00
325+00
330+00
335+00
CA
NDIC
E CIR
CR 250
POIN
T C
REE
K
LIT
TLE HIG
H
PROP ROW
EXIST ROW
EXIST ROW
PROP ROW
K-19
K-10
K-24
K-13
K-54
K-9
K-6
K-12
K-8
K-32
K-41
K-51K-44
K-55
K-21
K-11
K-49
K-42
K-52
K-36
K-47
K-30
K-33K-35
K-18
K-16
K-17
K-15
K-20
K-39K-37
K-31K-40
K-46 K-43
K-25K-28
K-61
K-57 K-56 K-50
K-38
K-26 K-23
K-27 K-22 K-14
K-7
K-4
TAXIWAY
K-3
K-5
R-604
R-605
BR
OO
K C
TS
HA
DO
W
CR
EE
KHIG
H P
OIN
T
R-603
STA 321+00.00
B PSH205-S
BEGIN BRIDGE
STA 323+00.00
B PSH205-S
END BRIDGEPSH205-S-7
PSH205-S-8 PSH205-S-9
PSH205-S-11
B PSH205-S
B PSH205-S
B PSH205-SPROPOSED 4'x3' SBC
B PSH205-S STA 226+46.37
CULVERT B7
PROPOSED 5'x4' SBC
B PSH205-S STA 247+29.99
CULVERT B9
PROPOSED 2-6'x3' MBC
B PSH205-S STA 255+18.97
CULVERT B10PROPOSED 6'x3' SBC
B PSH205-S STA 279+70.61
CULVERT B11 PROPOSED 3'x3' SBC
B PSH205-S STA 297+83.48
CULVERT B12
TO BE REMOVED
EXIST 4'x3' SBC
TO BE REMOVED
EXIST 4'x4' SBC
TO BE REMOVED
EXIST 2-6'x3' MBC
TO BE REMOVED
EXIST 6'x5' SBC
TO BE REMOVED
EXIST 3'x3' SBC
20°
SKEW 20.0°
STA 238+70.00
B PSH205-S
BEGIN BRIDGE
20°
B PCAND
L
L
L
MATCH EXISTING PAVEMENT
B PCAND STA 8+40.00, EL.=498.09'
END CANDICE CIR CONSTRUCTION
PCAND-1
L
L
L
L
MATCH EXISTING PAVEMENT
B PSHAD STA 8+40.00, EL.=500.91'
END SHADOW BROOK CT CONSTRUCTION
B PSHADL
B PCR250 STA 10+00.00
B PSH205-S STA 289+18.16, EL.=520.33'
MATCH EXISTING PAVEMENT
B PCR250 STA 8+30.00, EL.=518.81'
BEGIN CR 250 CONSTRUCTION
B PCR250
B PCAND STA 10+00.00
B PSH205-S STA 263+83.12, EL.=501.05'
B PSHAD STA 10+00.00
B PSH205-S STA 275+63.73, EL.=504.09'
PSH205-S-10
SKEW 20.0°
STA 241+10.00
B PSH205-S
END BRIDGE
(50'x15')
EASEMENT
PROP DRNG
PROP ROW
EXIST ROW
PROP ROW
EXIST ROW
EXIST ROW
PROP ROW
(380'x280')
EASEMENTPROP DRNG
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
3 3
PARCEL DATA
N
N
CURVE DATA
TRAFFIC DIAGRAM
540
470
480
490
500
510
520
530
550
560
570
PS
H205-S S
TA 2
22+00
MA
TC
H LIN
E - S
EE R
OLL 2
PS
H205-S S
TA 3
35+00
MA
TC
H LIN
E - S
EE R
OLL 4
PSH205-S - STATE HIGHWAY 205
540
470
480
490
500
510
520
530
550
560
570
Parcel ID Owner's Name Parcel Address
K-3 DOWCO INVESTMENTS INC HWY 205
K-4 JONES JUDY 17263 HWY 205
K-5 CTR UNLIMITED LLC 17300 HWY 205
K-6 JONES JUDY 17263 HWY 205
K-7 DOWCO INVESTMENTS INC HWY 205
K-8 KWA VENTURES LP HWY 205
K-9 KWA VENTURES LP HWY 205
K-10 HWY 205 FARM LTD HWY 205
K-11 MULLINS CHARLES A & LADONNA 16978 HWY 205
K-12 KWA VENTURES LP 17000 HWY 205
K-13 GREENHAW SANDY KAY 16960 HWY 205
K-14 TERRELL 400 CR250 LLLP HWY 205
K-15 SEPULVEDA ELESEO M & SIMS WATANA J HWY 205
K-16 SEPULVEDA ELESEO M & SIMS WATANA J 16912 HWY 205
K-17 SEPULVEDA ELESEO M & SIMS WATANA J HWY 205
K-18 CARRINGTON GARY 16898 HWY 205
K-19 CITY OF DALLAS HWY 205
K-20 HWY 205 FARM LTD HWY 205
K-21 TERRELL 400 CR250 LLLP HWY 205
K-22 CITY OF DALLAS CO RD 233
Parcel ID Owner's Name Parcel Address
K-23 HWY 205 FARM LTD HWY 205
K-24 HWY 205 FARM LTD HWY 205
K-25 LEMMOND BRENT & KIM HWY 205
K-26 HWY 205 FARM LTD HWY 205
K-27 TERRELL 400 CR250 LLLP HWY 205
K-28 LUNA GUY 16751 HWY 205
K-29 HWY 205 FARM LTD HWY 205
K-30 LUNA GUY & DEBBIE 16547 HWY 205
K-31 LYNCH PROPERTIES LLC HWY 205
K-32 RITTMULLER PAUL & ELSIE 16691 HWY 205
K-33 KING RICHARD & PHALA NOP 16673 HWY 205
K-34 LYNCH PROPERTIES LLC 16252 HWY 205
K-35 WEISENBURG JACK & SHERREEN 16657 HWY 205
K-36 TAYLOR RODNEY W 16290 HWY 205
K-37 MULCAHY MAUREEN 16433 HWY 205
K-38 CRONIN MICHAEL HWY 205
K-39 GARCIA ANGEL HWY 205
K-40 FAITH ASSEMBLY CHRISTIAN CENTER 16150 HWY 205
K-41 NOP SOPHA HWY 205
K-42 HYSENAJ FAKMI 16220 HWY 205
Parcel ID Owner's Name Parcel Address
K-43 HAWKINS T C 16122 HWY 205
K-44 SMITH WAYNE E & MARGARET 16271 HWY 205
K-45 HENRIQUEZ MANUEL HWY 205
K-46 HAWKINS T C 16100 HWY 205
K-47 ANGLIN TERRY & PAT 16235 HWY 205
K-48 PINNELL THOMAS P & JULIA 16547 HWY 205
K-49 LOWRIE CHARLES 16092 HWY 205
K-50 ROCKWALL REAL ESTATE INVESTMENTS LLC 15950 ST HWY 205
K-51 EDMONDS FRED G & DONNA L 16113 HWY 205
K-52 TO BE DETERMINED TBD
K-53 VANCE MATILDA HWY 205
K-54 WALKER PAULA GAIL 16095 HWY 205
K-55 WALKER PAULA GAIL TBD
K-56 GALINDO MARCO TBD
K-57 SUNBELT ESTATES LLC 15950 HWY 205
K-61 ROBERTS KATHERYNE M FM RD 1392
K-64 SCOTT ROBERT E & PAMELA FM RD 1392
R-603 JWJ INVESTMENTS LTD 11579 HWY205
R-604 DERIDDER WILHELMINA C J 11651 HWY205
R-605 DOWCO INVESTMENTS INC DOWER CT
LEGEND
1,000 - 2014 ADT
1,000 - 2034 ADT
1,000 - 2044 ADT
INTERSECTION
- SIGNALIZED
PSH205-S CURVES
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-7 231+18.97 N 6,979,077.3797 E 2,636,295.6626 1° 58' 39.80" (LT) 12,000.00 207.13 414.21 N 45° 32' 53.23" W 414.19 229+11.84 233+26.05 N 44° 33' 33.32" W N 46° 32' 13.13" W
PSH205-S-8 261+00.14 N 6,981,128.1132 E 2,634,131.8452 2° 51' 53.26" (LT) 12,000.00 300.06 600.00 N 47° 58' 09.76" W 599.94 258+00.07 264+00.07 N 46° 32' 13.13" W N 49° 24' 06.39" W
PSH205-S-9 267+98.47 N 6,981,582.6361 E 2,633,601.5110 3° 48' 10.83" (RT) 12,000.00 398.40 796.50 N 47° 30' 00.97" W 796.35 264+00.07 271+96.57 N 49° 24' 06.39" W N 45° 35' 55.56" W
PSH205-S-10 310+98.67 N 6,984,591.5963 E 2,630,528.9943 13° 17' 01.43" (RT) 6,000.00 698.67 1391.07 N 38° 57' 24.85" W 1387.96 304+00.00 317+91.07 N 45° 35' 55.56" W N 32° 18' 54.13" W
PSH205-S-11 335+54.46 N 6,986,672.3358 E 2,629,212.8409 17° 26' 02.35" (RT) 4,500.00 689.96 1369.26 N 23° 35' 52.96" W 1363.99 328+64.50 342+33.76 N 32° 18' 54.13" W N 14° 52' 51.78" W
CROSS STREET CURVES
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
PCAND-1 8+89.66 N 6,981,396.0178 E 2,633,988.7988 2° 24' 22.62" (LT) 1,040.00 21.84 43.68 S 41° 52' 56.34" W 43.67 8+67.82 9+11.50 S 43° 05' 07.65" W S 40° 40' 45.03" W
335+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