View
16
Download
0
Category
Preview:
Citation preview
540
500
510
520
530
550
560
570
LEGEND
0,000 - 2014 ADT
0,000 - 2034 ADT
0,000 - 2044 ADT
INTERSECTION
- SIGNALIZED
TRAFFIC DIAGRAM
NN
NN
NN
NN
3 3
1025+00980+00910+00
CURVE DATA
980+00
PSH205-S - STATE HIGHWAY 205 PSH205-S - STATE HIGHWAY 205
490
480
470
540
500
510
520
530
550
560
570
490
480
470
540
500
510
520
530
550
560
570
490
480
470
540
500
510
520
530
550
560
570
490
480
470
PROPERTY OWNERS
1025+00
980
+00
980+00
910+00
ADDITIONAL DATA
DHV : 4.6
ADT : 6.1
Trucks (%):
K : 10.6
DD (%) : 53-47
SH 276 - FM 552:
DHV : 6.5
ADT : 8.6
Trucks (%):
K : 10.6
DD (%) : 53-47
FM 552 - SH 205 N:
100' STORAGE
TYPICAL TURN BAY DETAIL
345' DECELERATION
(UNLESS NOTED OTHERWISE)
DEVELOPED BY TXDOT TP&P (AUGUST 2017).
AVERAGE DAILY TRAFFIC VOLUME PROJECTIONS
PSH205-S 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
PSH205-M-10 918+69.04 N 7,033,064.59 E 2,600,056.40 4° 29' 16.19" (RT) 2,000.00 78.37 156.65 N 3° 05' 36.09" W 156.61 917+90.67 919+47.33 N 5° 20' 14.18" W N 0° 50' 57.99" W
PSH205-M-11 941+13.13 N 7,035,308.46 E 2,600,020.25 8° 58' 02.06" (LT) 1,746.50 136.95 273.34 N 5° 37' 57.22" W 273.06 939+76.18 942+49.52 N 1° 08' 56.19" W N 10° 06' 58.25" W
PSH205-M-12 944+14.36 N 7,035,605.56 E 2,599,967.24 17° 02' 43.80" (LT) 1,100.00 164.84 327.25 N 18° 38' 20.15" W 326.04 942+49.52 945+76.77 N 10° 06' 58.25" W N 27° 09' 42.05" W
PSH205-M-13 949+29.50 N 7,036,066.06 E 2,599,730.96 25° 14' 49.12" (RT) 1,575.00 352.73 694.01 N 14° 32' 17.49" W 688.41 945+76.77 952+70.78 N 27° 09' 42.05" W N 1° 54' 52.93" W
PSH205-M-14 964+69.29 N 7,037,616.43 E 2,599,679.13 70° 11' 22.54" (LT) 1,100.00 772.94 1347.54 N 37° 00' 34.20" W 1264.85 956+96.35 970+43.89 N 1° 54' 52.93" W N 72° 06' 15.47" W
PSH205-M-15 992+98.53 N 7,038,546.76 E 2,596,798.03 71° 30' 53.37" (RT) 1,200.00 864.11 1497.80 N 36° 20' 48.79" W 1402.45 984+34.41 999+32.22 N 72° 06' 15.47" W N 0° 35' 22.10" W
SH 205
SH 205
SH 205
SH 205
PS
H205-S S
TA 9
10+00
CSJ 0
451-0
5-0
01
MA
TC
H LIN
E - S
EE R
OLL 2
PS
H205-S S
TA 1
025+00
CSJ 0
451-0
5-0
01
MA
TC
H LIN
E - S
EE R
OLL 4
PSH205-S STA 980+00
CSJ 0451-05-001
MATCH LINE
PSH205-S STA 980+00
CSJ 0451-05-001
MATCH LINE
Parcel ID Owner's Name
R-60 PACESETTER HOMES LLC
R-732 CDGT ROCKWALL/2016 LLC
R-733-1 N/A
R-734 THOMPSON BETTY L
R-735 CITY OF ROCKWALL
R-736 MILLER MICHAEL AND STACY
R-737 CDT ROCKWALL / 2017 LLC
R-738 CITY OF ROCKWALL
R-739 REED GWENDOLYN
R-740 REED GWENDOLYN
R-741-1 SADDLE STAR SOUTH HOLDINGS LLC
R-741-2 CDT ROCKWALL / 2017 LLC
R-741-3 CDT ROCKWALL / 2017 LLC
R-742 R & R HANCE INVESTMENTS LP
R-743 UTLEY HERMAN D
R-744 R & R HANCE INVESTMENTS LP
R-745 GIDEON LONNIE L TR
R-745-1 PACESETTER HOMES LLC
R-745-2 PACESETTER HOMES LLC
R-746 UTLEY HERMAN AND KRISTI
R-747 LANKFORD BONNIE
R-748 GRANT NICHOLAS P & SHERRI D
R-749 CITY OF ROCKWALL
R-750 YINGLING JOHN R
R-751 BLOCK SPENCER
R-752 CARUTH RIDGE ESTATES HOMEOWNERS
R-753 AGUIRRE KATHLEA SWEETSY AND
R-754 BLOCK SPENCER ALLEN AND AMANDA G
R-755 ORR DONNIE & ALICE
R-756 SIMMONS JESSE ALLAN AND ANGIE
R-757 ASSOCIATION INC
CARUTH RIDGE ESTATES HOMEOWNERS
Parcel ID Owner's Name
R-758 HANZLICEK BENJAMIN J
R-759 CRUCES-RODRIGUEZ SIXTO
R-760 SPARKS KERRY JOSHUA AND JENNIFER
R-761 CORDER GEORGE E JR AND DOTTIE MAE
R-762 HILL JUDITH LEEANN AND BILLY
R-763 TAYLOR JAREN & EMILY
R-764 STEVENS COURTNEY
R-765 ASSOCIATION INC
CARUTH RIDGE ESTATES HOMEOWNERS
R-766 HARKNESS DONALD W AND SUSAN J
R-767 HARRIS JIMMIE GARLAND AND MARY
R-768 MORALES CLAUDIA A
R-769 CRABB LAURIE M
R-770 SINGH RANBIR
R-771 GARRETSON MICHAEL S & MELISSA A
R-772 SCHEUMANN DONALD E & TERESA A
R-773 LUERA TOMMY G JR & PAMELA ANN
R-774 AVENDANO JOSE GREGORIO AND NEREIDA
R-775 JUAREZ ANALISA MARIE
R-776 N/A
R-777 WHITTINGTON RANDALL S & CHRISTINA L
R-778 MCGILL MICHAEL KIMBERLY
R-779 GAUVIN COLLEEN
R-780 RICHARDS J MARK
R-781 TANNER WILMA GRACE
R-782 N/A
R-783 ASSOCIATION INC
CARUTH RIDGE ESTATES HOMEOWNERS
R-784 WINKLEY KYLE A AND ANNA K
R-785 TANNER BACIL H AND NELDA R
R-786 N/A
R-787 SEE BETTY
R-788 CITY OF ROCKWALL
R-789 CITY OF ROCKWALL
R-792 RWLADERA LLC
R-864 COVER JUSTIN D
R-865 DICKSON WILLIAM B & ELAINE
R-866 JAMESON GALE
915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00
503.9
504.4
505.1
507.0
509.8
512.9
515.9
518.8
522.0
525.6
528.3
531.2
532.4
533.2
533.6
534.3
534.9
535.5
535.3
536.6
537.7
538.3
539.3
540.0
540.2
538.3
536.2
533.2
531.3
530.4
528.5
527.0
525.4
524.2
508.6
505.8
507.8
505.9
512.1
521.2
520.8
521.5
523.0
525.7
528.6
530.7
532.2
532.7
533.4
534.4
535.4
536.7
538.0
539.1
539.3
541.0
542.3
543.8
545.2
546.9
548.4
550.2
551.7
553.3
554.8
556.7
557.8
557.8
556.2
553.7
505.7
EXIS
T
GR
ND
@
PG
L
EXIS
T
GR
ND
@
PG
L
@ PSH205-M PGL
EXIST GRND
@ PSH205-M PGL
EXIST GRND
VPI STA 910+71.90
EL = 497.00
(+)2.9
7%
L = 700.00'
K = 88
ex = 6.92'
VPI STA 918+71.90
EL = 520.76
(+)3.9
2%
L = 100.00'
K = 105
ex = 0.12'
VPI STA 921+21.90
EL = 530.56
(+)0.60%
L = 240.00'
K = 72
ex = -1.00'
VPI STA 929+36.90
EL = 535.45
(+)0.90%
VPI STA 935+11.90
EL = 540.62
(-)2.96%
L = 260.00'
K = 67
ex = -1.26'
VPI STA 938+51.90
EL = 530.54
(-)1.00%
L = 160.00'
K = 81
ex = 0.39'
VPI STA 940+81.90
EL = 528.24
L = 100.00'
K = 72
ex = -0.17'
VPI STA 942+46.90
EL = 524.30
(-)2.39% (-)0.51%
L = 150.00'
K = 80
ex = 0.35'
VPI STA 949+06.90
EL = 520.96
(-)0.77%
VPI STA 951+71.90
EL = 518.92
(+)2.7
8%
L = 300.00'
K = 84
ex = 1.33'
VPI STA 955+71.90
EL = 530.05
(+)0.76%
L = 135.00'
K = 67
ex = -0.34'
VPI STA 960+11.90
EL = 533.39
(+)1.26%
VPI STA 964+41.90
EL = 538.79
(+)0.97%
VPI STA 966+71.90
EL = 541.03
(+)1.60%
L = 135.00'
K = 216
ex = 0.11'
VPI STA 977+71.90
EL = 558.63
(-)2.75%
L = 300.00'
K = 69
ex = -1.63'
VP
T
ST
A 914
+21.90,
EL
=507.39
VP
C
ST
A 918
+21.90,
EL
=519.27
VP
T
ST
A 919
+21.90,
EL
=522.72
VP
C
ST
A 920
+01.90,
EL
=525.86
VP
T
ST
A 922
+41.90,
EL
=531.28
VP
C
ST
A 933
+81.90,
EL
=539.45
VP
T
ST
A 936
+41.90,
EL
=536.77
VP
C
ST
A 937
+71.90,
EL
=532.91
VP
T
ST
A 939
+31.90,
EL
=529.74
VP
C
ST
A 940
+31.90,
EL
=528.74
VP
T
ST
A 941
+31.90,
EL
=527.05
VP
C
ST
A 941
+71.90,
EL
=526.09
VP
T
ST
A 943
+21.90,
EL
=523.92
VP
C
ST
A 950
+21.90,
EL
=520.07
VP
T
ST
A 953
+21.90,
EL
=523.09
VP
C
ST
A 955
+04.40,
EL
=528.17
VP
T
ST
A 956
+39.40,
EL
=530.56
VP
C
ST
A 966
+04.40,
EL
=540.37
VP
T
ST
A 967
+39.40,
EL
=542.11
VP
C
ST
A 976
+21.90,
EL
=556.23
VP
T
ST
A 979
+21.90,
EL
=554.50
503.69
503.59
504.61
506.77
509.71
512.68
515.65
518.62
521.88
525.78
529.04
530.91
531.63
532.23
532.83
533.43
534.03
534.63
535.23
536.02
536.92
537.82
538.71
539.59
539.48
537.88
535.04
532.13
530.12
529.06
527.74
525.47
524.06
523.53
523.02
522.51
522.01
521.50
520.99
520.24
519.83
520.58
522.51
525.27
528.05
530.15
531.02
531.78
532.54
533.30
534.50
535.75
537.01
538.26
539.36
540.33
541.52
543.08
544.68
546.28
547.88
549.48
551.08
552.68
554.28
555.88
557.04
556.78
555.07
552.36
504.92
@ PSH205-M PGL
EXIST GRADE
@ PSH205-M PGL
EXIST GRADE
FM 1141
CRESCENT COVE DR PHELPS LAKE DR E QUAIL RUN RD E QUAIL RUN RD
ES
H205-
M
EL
EV
@
PG
L
ES
H205-
M
EL
EV
@
PG
L
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
MOHAMED K. BUR, P.E., DISTRICT ENGINEER
PROJECT LENGTH:
FUNCTIONAL
CLASSIFICATION:
AVERAGE
DAILY TRAFFIC:
GENERAL NOTES:
SUBMITTED:
DATE
APPROVED:
DATE
C 2019 by Texas Department of Transportation all rights reserved
TXDOT DALLAS DISTRICT
TEXAS COUNTY MAPN.T.S.
TEXAS DEPARTMENT OF TRANSPORTATION
4003002001000
HORIZONTAL SCALE:
20 30 40100
VERTICAL SCALE:
R
7.6 MILES
ROCKWALL COUNTY,TEXAS
SH 205:
CROSS STREETS:
40 MPH
30 MPH
DESIGN SPEEDS:
LEGEND:
EXISTING ROW
EXISTING PROPERTY LIMITS
POTENTIAL DISPLACEMENTS
PROPOSED ROW
PROPOSED EDGE OF PAVEMENT
100 YR FLOODPLAIN LIMITS
DIRECTION OF TRAVEL
PROPOSED BRIDGE
PROPOSED SIDEWALK
PAVEMENT / BRIDGE TO BE REMOVED
PROPOSED PAVEMENT
PROPOSED CROSS STREET BASELINE
PROPOSED CULVERT
EXISTING CULVERT
PROPOSED BRIDGE BENT/ABUTMENT
PROPOSED BRIDGE RAIL
FLOW ARROW
FLOODWAY LIMITS
PROPOSED PROJECT BY OTHERS
ARTERIAL
PRINCIPAL
EXISTING SIDEWALK
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
EXISTING EASEMENT
PROPOSED EASEMENT
8,600 (2020)
12,400 (2040)
PROPOSED BASELINE
EXISTING WATER
EXISTING FIBER OPTIC
EXISTING TELEPHONE / CABLE
EXISTING ELECTRIC
EXISTING WASTEWATER
EXISTING GAS LINE
CURB RAMP
EXISTING BASELINE
DETERMINED DURING PS&E DESIGN.
EXISTING ROADWAY ARE PROPOSED TO STAY WITHIN EXISTING ROW. THESE WILL BE
SHORT RETAINING WALLS MIGHT BE REQUIRED WHERE SIDEWALKS ADJACENT TO THE
SHALL REQUIRE CONSTRUCTION AGREEMENT.
CONSTRUCTION OF DRIVEWAYS OUTSIDE OF EXISTING AND PROPOSED RIGHT OF WAY
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
(AUGUST 2017).
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
COUNTY APPRAISAL DISTRICT (MAY 2018).
PARCEL LIMITS AND OWNERSHIP INFORMATION WERE COLLECTED FROM THE ROCKWALL
TOPOGRAPHY DATA WAS COLLECTED IN SUMMER OF 2017.
AND RECORD PLANS. NOT ALL EXISTING FEATURES WERE FIELD SURVEYED. AERIAL
THE SCHEMATIC LAYOUTS ARE BASED ON LIMITED FIELD SURVEY, AERIAL TOPOGROPHY
07/25/2019
HUBBARDLAKE RAY
LAKE LAVON
ROCKWALL
BLACKLAND
CHISHOLMMcLENNDON-
TERRELL
TALTY
POETRY
McCOY
HENDRICKS
CASH
FLOYD
GREENVILLE
MEADOWVIEW
MESQUITE
DALLAS
ROWLETT
GARLAND
RICHARDSON
PLANO
ALLEN
BRANCH
COPEVILLE
LAVON
GROVE
PECAN
NEW MESQUITE
N
STA 700+00.00
CSJ: 0451-05-001
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: 0451-05-001
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: 0451-05-001
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: 0451-05-001
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: 0451-05-001
BEGIN SH 205 PROJECT
STA 1100+09.03
CSJ: 0451-05-001
END SH 205 PROJECT
STA 1100+09.03
CSJ: 0451-05-001
END SH 205 PROJECT
STA 1100+09.03
CSJ: 0451-05-001
END SH 205 PROJECT
STA 1100+09.03
CSJ: 0451-05-001
END SH 205 PROJECT
STA 1100+09.03
CSJ: 0451-05-001
END SH 205 PROJECT
SH 205 DESIGN SCHEMATIC
FROM JCT SH 205/JOHN KING (S GOLIAD ST)
TO NORTH OF JOHN KING
(ROCKWALL C/L)
ROCKWALL COUNTY, TEXAS
CSJ: 0451-05-001
ROLL OF 4
JULY 25, 2019
JULY 25, 2019
JULY 2019
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
MOHAMED K. BUR, P.E., DISTRICT ENGINEER
PROJECT LENGTH:
FUNCTIONAL
CLASSIFICATION:
AVERAGE
DAILY TRAFFIC:
SUBMITTED:
DATE
APPROVED:
DATE
C 2019 by Texas Department of Transportation all rights reserved
TXDOT DALLAS DISTRICT
TEXAS COUNTY MAPN.T.S.
TEXAS DEPARTMENT OF TRANSPORTATION
4003002001000
HORIZONTAL SCALE:
20 30 40100
VERTICAL SCALE:
R
7.6 MILES
ROCKWALL COUNTY,TEXAS
SH 205:
CROSS STREETS:
40 MPH
30 MPH
DESIGN SPEEDS:
ARTERIAL
PRINCIPAL
8,600 (2020)
12,400 (2040)
07/25/2019
HUBBARDLAKE RAY
LAKE LAVON
ROCKWALL
BLACKLAND
CHISHOLMMcLENNDON-
TERRELL
TALTY
POETRY
McCOY
HENDRICKS
CASH
FLOYD
GREENVILLE
MEADOWVIEW
MESQUITE
DALLAS
ROWLETT
GARLAND
RICHARDSON
PLANO
ALLEN
BRANCH
COPEVILLE
LAVON
GROVE
PECAN
NEW MESQUITE
N
STA 700+00.00
CSJ: 0451-05-001
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: 0451-05-001
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: 0451-05-001
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: 0451-05-001
BEGIN SH 205 PROJECT
STA 700+00.00
CSJ: 0451-05-001
BEGIN SH 205 PROJECT
STA 1100+09.03
CSJ: 0451-05-001
END SH 205 PROJECT
STA 1100+09.03
CSJ: 0451-05-001
END SH 205 PROJECT
STA 1100+09.03
CSJ: 0451-05-001
END SH 205 PROJECT
STA 1100+09.03
CSJ: 0451-05-001
END SH 205 PROJECT
STA 1100+09.03
CSJ: 0451-05-001
END SH 205 PROJECT
SH 205 DESIGN SCHEMATIC
FROM JCT SH 205/JOHN KING (S GOLIAD ST)
TO NORTH OF JOHN KING
(ROCKWALL C/L)
ROCKWALL COUNTY, TEXAS
CSJ: 0451-05-001
ROLL OF 4
JULY 25, 2019
JULY 25, 2019
JULY 2019
L
24'
2.0%
LN
12'
24'
2.0%
LN
12'
LN
12'
LN
12'
LN
12'
EXI
ST
RO
W
EXI
ST
RO
W
120' TYP ROW
44'14' 14'
2 2
EXISTING TYPICAL SECTIONS
PROPOSED TYPICAL SECTIONS
STA 910+00 TO STA 1025+00
EXISTING JKB TYPICAL SECTION
NOTES:
3:1 MAX
4:1 DESIRABLE2
PSH205-M
B & PGLL
INTERIM ULTIMATE
PSH205-M
B & PGLL
STA 910+00 TO STA 1025+00
PROPOSED SH 205 TYPICAL SECTION - INTERIM
STA 910+00 TO STA 1025+00
PROPOSED SH 205 TYPICAL SECTION - ULTIMATE
3 0'-2' OFFSET
NOTES:
4:1 MAX
6:1 DESIRABLE1
3:1 MAX
4:1 DESIRABLE2
1
2
1' DIMENSION
2' OFFSET
3
GRADING
NEEDED BASIS BASED ON
DITCHES PROVIDED ON AN AS
2.0% 2.0%
EXI
ST
RO
W
EXI
ST
RO
W
120' TYP ROW
14' 14'
2 2
8
SW SW
2.0% 2.0%
EXI
ST
RO
W
EXI
ST
RO
W
120' TYP ROW
14' 14'
2 2
8
SW SWLN
14'
LN
11'
LN
11'
11
LN
11'
1
LN
11'
LN
14'
1
24'-48' 24'-48'
2
TRN
2
TRN
32'-44'
1
TRN TRN
1
5'-16'38'-61' 38'-61'
PSH205-M
B & PGL
1 1 1 1
LN
11'
LN
11'
LN
11'
LN
11'
2.0% 2.0%
SWSW
8
(*) (*)
NOT CONTINUOUS
EXISTING SIDEWALKS(*)
NBSB NBSB
SB NB
TRN
2
TRN
2 2
TRN
2
TRN
4,600
600
1,100
FM 1141
1,200800
600
200
200
5,100
1,100
1,400
2,500
200
DR
CR
ES
CE
NT
CO
VE
DR
PH
EL
PS
LA
KE
RD
E.
QU
AI
L
RU
N
300 1,800
8003,600
1,600
6,500
1,100 800
8,000
300 300
8,500
6,0005,600
1,600 2,000
7,200
400
7,400
1,800 900
4,000
2,000
1,300
900
9,000 9,500
400
400
1,800
2,200
8,100
6,200
300
300
5,900 4,900
1,100
100 2002,600
800
FM 552
800
5,800
1,600
900
HA
YS
LN
RD
E.
QU
AI
L
RU
N
DR
FE
AT
HE
RS
TO
NE
500 500
8,700800 200
8,400
1,600 300
7,000
1,300 1,100
1,1002,300
3,700
8,400
9,700
600
600
300
9,400
1,800
400
7,900
1,500
4,100
9,400 1,300
1,300
2,700
900
600
980+00 985+00 990+00 995+00 1000+00 1005+00 1010+00 1015+00 1020+00
553.7
550.8
548.2
545.8
543.7
542.5
541.3
540.1
538.7
537.5
536.8
536.4
538.5
539.2
538.7
538.0
537.3
536.1
534.5
533.5
532.7
531.4
531.8
531.1
530.7
530.2
529.6
529.0
527.9
527.8
525.3
521.2
516.4
512.2
508.7
506.7
505.7
506.6
508.1
510.2
513.2
516.7
520.5
522.9
524.4
525.4
EXIS
T
GR
ND
@
PG
L
EXIS
T
GR
ND
@
PG
L
@ PSH205-M PGL
EXIST GRND
@ PSH205-M PGL
EXIST GRND
VPI STA 983+01.90
EL = 544.05
(-)1.25%
L = 135.00'
K = 90
ex = 0.25'
VPI STA 990+11.90
EL = 535.18
(+)1.37%
L = 210.00'
K = 80
ex = 0.69'
VPI STA 992+71.90
EL = 538.74
(-)0.70%
L = 135.00'
K = 65
ex = -0.35'
VPI STA 996+21.90
EL = 536.30
(-)1.86%
L = 135.00'
K = 117
ex = -0.20'
VPI STA 998+15.90
EL = 532.70
(-)0.50%
L = 135.00'
K = 100
ex = 0.23'
VPI STA 1009+55.90
EL = 527.00
(-)5.00%
L = 280.00'
K = 62
ex = -1.57'
VP
C
ST
A 982
+34.40,
EL
=545.91
VP
T
ST
A 983
+69.40,
EL
=543.21
VP
C
ST
A 989
+06.90,
EL
=536.49
VP
T
ST
A 991
+16.90,
EL
=536.62
VP
C
ST
A 992
+04.40,
EL
=537.82
VP
T
ST
A 993
+39.40,
EL
=538.27
VP
C
ST
A 995
+54.40,
EL
=536.77
VP
T
ST
A 996
+89.40,
EL
=535.05
VP
C
ST
A 997
+48.40,
EL
=533.95
VP
T
ST
A 998
+83.40,
EL
=532.36
VP
C
ST
A 1008
+15.90,
EL
=527.70
VP
T
ST
A 1010
+95.90,
EL
=520.00
552.36
549.60
546.85
544.34
542.82
541.58
540.33
539.08
537.83
536.58
535.87
536.40
537.76
538.43
537.85
537.15
536.36
534.85
533.13
532.28
531.78
531.28
530.78
530.28
529.78
529.28
528.78
528.28
527.78
526.71
524.06
519.79
524.07
(-)2.75%
(+)0.90%
@ PSH205-M PGL
EXIST GRADE
@ PSH205-M PGL
EXIST GRADE
HAYS LN
FEATHERSTONE DR
FM 552
ES
H205-
M
EL
EV
@
PG
L
ES
H205-
M
EL
EV
@
PG
L
VPI STA 1015+21.90
EL = 498.70
(+)3.0
6%
L = 640.00'
K = 79
ex = 6.45'
VPI STA 1022+89.28
EL = 522.17
(+)0.90%
L = 170.00'
K = 79
ex = -0.46'
VP
C
ST
A 1012
+01.90,
EL
=514.70
VP
T
ST
A 1018
+41.90,
EL
=508.49
VP
C
ST
A 1022
+04.28,
EL
=519.57
VP
T
ST
A 1023
+74.28,
EL
=522.94
514.79
510.40
507.27
505.39
504.77
505.41
507.32
510.26
513.32
516.38
519.44
521.92
523.17
EXISTING AS BUILTS COULD NOT BE LOCATED
PROFILE BASED ON EXISTING CONTOURS
539.7
505.6
531.5
528.8
538.6
506.5
503.5
E
E
CR
ES
CE
NT C
OV
E
DR
E
QU
AIL R
UN R
D
PH
ELP
S L
AK
E
DR
E
QU
AIL R
UN R
D
R-789
R-785
R-781
R-783
R-779
R-777
R-775R-772
R-774
R-771R-776
R-765
R-770
R-769
R-768
R-766
R-764
R-763
R-762
R-761
R-760R-758
R-756
R-757
R-755
R-753
R-752
R-749
R-750
R-745
R-743
R-746
R-747
R-748
R-751
R-754
R-759
R-767
R-773
R-778
R-780
R-784
R-782
R-786
R-788
R-787
R-744
R-741
R-745-1
R-745-2
R-792
R-865R-864 R-866
522.6
521.9
531.5
520.7
526.2
514.2
503.9
EE
E
EE
EE
HAYS LN
R-742
R-738
R-735
R-734
R-736
R-737
R-739
R-740
R-60
R-732THOMPSON BRANCH
DR
FE
AT
HE
RS
TO
NE
R-741-1
R-741-2
R-741-3
R-733-1
FH
FH
WM
WM
EH
EH
EH
EH
FH
EH
EH
EH
EH
WW
WW
WW
910+00
915+00
920+00
925+00
930+00
935+00
940+00 945+00
950+00
955+00
960+00
965+0
0
970+00
975+00
980+00
WW
EH
WW
FH
FH
EH
EH
WM
WW
980
+00
985
+00
990+00
995+0
0
1000+001005+00
1010+001015+00
1020+001025+00
LIM
ITS
RO
CK
WA
LL CIT
Y
LIM
ITS
RO
CK
WA
LL CIT
Y
LIM
ITS
RO
CK
WA
LL CIT
Y
LIM
ITS
RO
CK
WA
LL CIT
Y
APPROVED SCHEMATIC
JULY 25, 2019
APPROVED SCHEMATIC
JULY 25, 2019
1141
TEXAS
205
EXISTING ROW
EXISTING ROW
B PSH205-ML
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
B PSH205-ML
PSH205-M-10
PSH205-M-11
PSH205-M-12
PSH205-M-13
PSH205-M-14
290' TURN BAY LENGTH
145' TURN BAY LENGTH
305' TURN BAY LENGTH
145' TURN BAY LENGTH
310' TURN BAY LENGTH
EXISTING DRAINAGE ESMT
330' TURN BAY LENGTH
LB PSH205-M STA 926+80 APPROX.
START EX RETAINING WALL
LB PSH205-M STA 942+51 APPROX.
END EX RETAINING WALL
LB PSH205-M STA 949+24 APPROX.
START EX RETAINING WALL
L
B PSH205-M STA 944+55
BEGIN EX BRIDGE
B PSH205-M STA 949+03
END EX BRIDGE
B PSH205-M STA 951+56 APPROX.
END EX RETAINING WALL
L
L
TO REMAIN IN PLACE
1-8'x8' MBC
B PSH205-M STA 977+63.66
CULVERT J9
L
720' TURN BAY LENGTHBY OTHERS.
CONSTRUCTED. QUAIL RUN RELOCATION BEING DEVELOPED
WILL BE CLOSED WHEN ULTIMATE SIX LANE ROADWAY IS
DURING INTERIM CONDITIONS. EXISTING MEDIAN OPENING
EXISTING QUAIL RUN MEDIAN OPENING TO REMAIN OPEN
PROJECT BY OTHERS.
QUAIL RUN RELOCATION,
TEXAS
205
552
PROJECT BY OTHERS
EXIS
TIN
G R
OW
EXIS
TIN
G R
OW
B PSH205-ML
EXISTING ROW
EXISTING ROW
B PSH205-ML
PSH205-M-15
255' TURN BAY LENGTH
240' TURN BAY LENGTH240' TURN BAY LENGTH
295' TURN BAY LENGTH
L
TO REMAIN IN PLACE
3-10'x9' MBC
B PSH205-M STA 1014+11.95
CULVERT J10
Recommended