underwater zombie tollway/continental interchange schematic
DESCRIPTION
Here's a bird's-eye schematic of exactly how bad the UZT is going to screw up the Continental bridgeTRANSCRIPT
NORTH TEXAS TOLLWAY AUTHORITY
R
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
PRELIMINARY
NAME P.E. NO.
69910
FOR INTERIM REVIEW ONLY
DATE
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:
MATTHEW G. CRAIG
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO.
103650
DATENAME
JEREMY W. MCGAHAN
4003002001000
HORIZONTAL SCALE: 1"=200'
20 30 40100
VERTICAL SCALE: 1"=20'
DATE APPROVED:
8.79 MILES
FROM:
TO:
PROJECT LENGTH:
135,000 (2035)
54,000 (2020)
60 MPH
40 MPH
DIRECT CONNECTORS:
FRONTAGE ROADS:
CROSS STREETS:
CLASSIFICATION:
FUNCTIONAL
DAILY TRAFFIC:
AVERAGE
FREEWAY
URBAN
DALLAS DISTRICT
TEXAS COUNTY MAPN.T.S.
DATE SUBMITTED:
LOCATION MAPN.T.S.
LEGEND:
RIV
ER
TRINITY
1
23
45
6
DNT75
35E
35E
67
78
RIVER
R
Texas Department of Transportation
WILLIAM L. HALE, P.E., DISTRICT ENGINEER
DALLAS DISTRICT
DALLAS, TEXAS
EXISTING ROW
EXISTING PROPERTY LIMITS
EXISTING WASTE WATER
EXISTING GAS LINE
POTENTIAL DISPLACEMENTS
PROPOSED ROW
PROPOSED EDGE OF PAVEMENT
PROPOSED BASELINE / CENTERLINE
PROPOSED RETAINING WALL
PROPOSED CONCRETE TRAFFIC BARRIER
PROPOSED FLOOD WALL
PROPOSED DIAPHRAGM WALL
PROPOSED SECURITY WALL
PROPOSED TOLL GANTRY
PROPOSED BRIDGE BENT
PROPOSED BRIDGE COLUMN
100 YR FLOODPLAIN LIMITS
IH 35E / SH 183
US 175 / SH 310
PROPOSED BRIDGE / PAVEMENT REMOVAL
EXISTING BRIDGE TO REMAIN
PROPOSED EASEMENT
PROPOSED BRIDGE ABUTMENT
PROPOSED CONTROL OF ACCESS
PROPOSED EXCAVATION AREAS
TRINIT
Y
L
L
FUTURE LAMAR LEVEE (DRAFT, BY OTHERS)
EXISTING FIBER OPTIC / CABLE TV
EXISTING FORCE MAIN
DIRECTION OF TRAVEL
EXISTING UNDERGROUND ELECTRIC
EXISTING OVERHEAD ELECTRIC
EXISTING WATER
EXISTING TELEPHONE
PROPOSED CULVERT
PROPOSED BRIDGE
PROPOSED PARK ACCESS
PROPOSED RAMP / DC
PROPOSED FRONTAGE ROAD
PROPOSED CROSS STREET
BVP LAKE LOCATIONS (PROJECT BY OTHERS)
35E
Dallas, Texas
RAMPS:
50 MPH
TRINITY PARKWAY:
SH 183:
IH 35E:
IH 45:
CSJ 0918-45-121
PROPOSED TRINITY PARKWAY
Gerry Carrigan, Executive Director
5900 W. Plano Pkwy., Plano, Texas 75093
PROPOSED MAIN LANES
PROPOSED ROW (BY OTHERS)
PROPOSED EASEMENT (BY OTHERS)
PROPOSED CONTROL OF ACCESS (BY OTHERS)
PROPOSED SLURRY WALL (BY OTHERS)
PARK ACCESS ROADS:
60 MPH
DESIGN SPEEDS
EXISTING STORM SEWER / CULVERT
BRIDGE / PAVEMENT REMOVAL (BY OTHERS)
BRIDGE (BY OTHERS)
PAVEMENT (BY OTHERS)
C 2014 by North Texas Tollway Authority; all rights reserved
50 MPH
30 MPH
30 MPH
15 MPH
60 MPH
05-30-2014
05-30-2014
PROPOSED SIDEWALK
PROPOSED OPERATION AND MAINTENANCE ROAD
EXISTING OPERATION AND MAINTENANCE ROAD
L
L
L
LB PSB35GP STA 273+28.02
B PNB35GP STA 173+32.68
BEGIN IH 35E CONST.
B PTP STA 1463+18.12
END CSJ: 0918-45-121
END TRINITY PARKWAY
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
MAY 30, 2014
ROLL OF 11
MAY 2014
CSJ 0918-45-121
DALLAS COUNTY, TEXAS
TO US 175 / SH 310
FROM IH 35E / SH 183
PROPOSED TRINITY PARKWAY
DESIGN SCHEMATIC
B PTPN STA 999+00.00
BEGIN CSJ: 0918-45-121
BEGIN TRINITY PARKWAY
B PEB183GP STA 500+00.00
B PWB183GP STA 200+00.00
BEGIN SH 183 CONST.
GENERAL NOTES:
TRINITY RIVER (DIRECTION OF FLOW)
CURVE ID
PARCEL ID
XX
ELEMENT AND IN THE CURVE TABLES ON EACH SCHEMATIC ROLL.
ELEMENT IS LISTED IN THE VERTICAL PROFILE FOR EACH RESPECTIVE
RESPECTIVE ELEMENT. THE EVALUATED SPEED FOR EACH DESIGN
GREATER THAN OR EQUAL TO THE DESIGN SPEED FOR EACH
ALL PROPOSED DESIGN ELEMENTS WERE EVALUATED AT SPEEDS
INTO THE RECORD OF DECISION FOR THE PROJECT.
PROPOSED ROW AND EASEMENT REVISIONS WILL BE INCORPORATED
WITH THE TEXAS ROADWAY DESIGN MANUAL (DECEMBER 2013). THE
THE PROPOSED SCHEMATIC HAS BEEN REVISED TO BE CONSISTENT
COLUMNS FOR FUTURE DECK PROJECTS OVER THE TRINITY PARKWAY.
LANES AND THE FLOOD SEPARATION WALL SHALL ACCOMODATE
THE 5' PLANTAR BOX BETWEEN THE SB TRINITY PARKWAY MAIN
FLOODWAY SHALL BE 8" CONCRETE PAVEMENT.
ALL NEW OPERATION AND MAINTENANCE ROADS WITHIN THE
CROSS STREETS UTILIZE 50' RADIUS (UNLESS NOTED OTHERWISE).
RADIUS (UNLESS NOTED OTHERWISE).
DEVELOPED DURING PS&E DESIGN. ALL DRIVEWAYS UTILIZE 15' CURB
DRIVEWAY LOCATIONS ARE PRELIMINARY AND WILL BE FURTHER
FUTURE GEOTECH INVESTIGATION DURING PS&E.
THE PRECISE LIMITS OF DIAPHRAGM WALL WILL BE DETERMINED WITH
OF DALLAS FOR COMPATABILITY WITH FUTURE FLOODWAY PROJECTS.
PROJECT. THESE LOCATIONS HAVE BEEN COORDINATED WITH THE CITY
EMBANKMENT NEEDS AND ACHIEVE HYDRAULIC NEUTRALITY FOR THE
EXACAVATION AREAS ARE PROVIDED TO ACCOMODATE ROADWAY
SLURRY WALL IS PROVIDED TO ACCOMODATE UNDERWATER SEEPAGE.
FUTURE GEOTECH INVESTIGATION DURING PS&E. THE PROPOSED
THE PROPOSED SLURRY WALL LOCATION WILL BE DETERMINED WITH
FUTURE GEOTECH INVESTIGATION DURING PS&E.
THE SECURITY WALL STRUCTURE TYPE WILL BE DETERMINED WITH
WITH FUTURE GEOTECH INVESTIGATION DURING PS&E.
FLOOD SEPARATION WALL STRUCTURE TYPE WILL BE DETERMINED
PARKWAY FROM FLOODING DURING A 100 YEAR STORM EVENT. THE
PURPOSE OF THE FLOOD SEPARATION WALL IS TO PREVENT THE
FEET GREATER THAN THE 100 YEAR WATER SURFACE ELEVATION. THE
THE FLOOD SEPARATION WALL SHALL MAINTAIN A MIN HEIGHT OF 2
ARE PROJECTED FROM THE USACE - CDC MODEL (AUGUST 2012).
THE 100 YR WATER SURFACE ELEVATIONS ARE APPROXIMATE. THEY
VERIFY THE IMPROVEMENTS BETWEEN PROJECTS REMAIN COMPATIBLE.
COORDINATION WITH THESE PROJECTS BY OTHERS IS NECESSARY TO
PROJECTS SHOWN AS BY OTHERS ARE PRELMINARY. ON-GOING
ACCESS MANAGEMENT MANUAL.
CONTROLLED BY PERMIT ONLY IN ACCORDANCE WITH THE TXDOT
ACCESS ALONG THE PROPOSED FRONTAGE ROADS WILL BE
ALL CURBS ARE TYPE 2 (UNLESS NOTED OTHERWISE).
CDM SMITH (FEBRUARY 2013).
AVERAGE DAILY TRAFFIC VOLUME PROJECTIONS WERE DEVELOPED BY
AND WILL BE DEVELOPED DURING PS&E.
CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN
ROTATION LOCATED ON THE PGL.
SUPERELEVATION TRANSITIONS ARE LINEAR WITH THE AXIS OF
RAIL / CURB / BARRIER (UNLESS NOTED OTHERWISE).
ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR NOMINAL FACE OF
FROM THE DALLAS CENTRAL APPRAISAL DISTRICT (JANUARY 2013).
PROPERTY LIMITS AND OWNERSHIP INFORMATION WAS COLLECTED
THIS IMAGERY WAS PROVIDED BY THE CITY OF DALLAS IN 2011.
AERIAL IMAGES DISPLAYED ARE FOR VISUALIZATION PURPOSES ONLY.
AERIAL TOPOGRAPHY WAS PROVIDED BY THE USACE IN 1993. THE
ARE BASED ON AERIAL TOPOGRAPHY AND RECORD PLANS ONLY. THE
EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATIC LAYOUTS
NORTH TEXAS TOLLWAY AUTHORITY
R
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
PRELIMINARY
NAME P.E. NO.
69910
FOR INTERIM REVIEW ONLY
DATE
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:
MATTHEW G. CRAIG
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO.
103650
DATENAME
JEREMY W. MCGAHAN
4003002001000
HORIZONTAL SCALE: 1"=200'
20 30 40100
VERTICAL SCALE: 1"=20'
DATE APPROVED:
8.79 MILES
FROM:
TO:
PROJECT LENGTH:
135,000 (2035)
54,000 (2020)
60 MPH
40 MPH
DIRECT CONNECTORS:
FRONTAGE ROADS:
CROSS STREETS:
CLASSIFICATION:
FUNCTIONAL
DAILY TRAFFIC:
AVERAGE
FREEWAY
URBAN
DALLAS DISTRICT
TEXAS COUNTY MAPN.T.S.
DATE SUBMITTED:
LOCATION MAPN.T.S.
RIV
ER
TRINITY
1
23
45
6
DNT75
35E
35E
67
78
RIVER
R
Texas Department of Transportation
WILLIAM L. HALE, P.E., DISTRICT ENGINEER
DALLAS DISTRICT
DALLAS, TEXAS
IH 35E / SH 183
US 175 / SH 310
TRINIT
Y
L
L
35E
Dallas, Texas
RAMPS:
50 MPH
TRINITY PARKWAY:
SH 183:
IH 35E:
IH 45:
CSJ 0918-45-121
PROPOSED TRINITY PARKWAY
Gerry Carrigan, Executive Director
5900 W. Plano Pkwy., Plano, Texas 75093
PARK ACCESS ROADS:
60 MPH
DESIGN SPEEDS
C 2014 by North Texas Tollway Authority; all rights reserved
50 MPH
30 MPH
30 MPH
15 MPH
60 MPH
05-30-2014
05-30-2014
L
L
L
LB PSB35GP STA 273+28.02
B PNB35GP STA 173+32.68
BEGIN IH 35E CONST.
B PTP STA 1463+18.12
END CSJ: 0918-45-121
END TRINITY PARKWAY
MAY 30, 2014
ROLL OF 11
MAY 2014
CSJ 0918-45-121
DALLAS COUNTY, TEXAS
TO US 175 / SH 310
FROM IH 35E / SH 183
PROPOSED TRINITY PARKWAY
DESIGN SCHEMATIC
B PTPN STA 999+00.00
BEGIN CSJ: 0918-45-121
BEGIN TRINITY PARKWAY
B PEB183GP STA 500+00.00
B PWB183GP STA 200+00.00
BEGIN SH 183 CONST.
404.0
402.9
402.7
403.3
403.5
394.7
385.8
403.0
402.6
401.9
383.8
384.2
394.7
398.6
400.4
401.1
402.5
403.2
403.3
403.7
403.7
404.1
403.6
403.7
403.0
402.2
402.2
402.4
402.4
402.7
403.0
403.4
403.8
404.0
403.5
403.9
404.0
404.2
403.3
402.4
401.0
400.8
399.1
400.5
401.0
401.2
401.8
401.6
401.5
400.6
401.2
401.8
382.5
393.8
401.9
402.3
402.2
401.9
401.3
400.7
399.2
398.7
398.7
398.7
397.9
397.6
398.2
397.6
396.0
397.2
397.0
398.4
399.6
400.1
400.9
400.9
401.5
401.0
400.5
400.0
400.3
400.0
400.9
401.1
383.9
401.3
400.9
400.4
400.5
400.3
394.1
387.1
399.9
400.5
B PSYL STA 41+01.16, EL=454.00
B PSBTP STA 1126+54.62=
L
L
L
L
B PSP366 STA 1025+55.13, EL=445.74
B PSBTP STA 1190+13.59=
L
L
L
L
L
L
17'3
" M
IN.
CL
R.
CONTINENTALL
L
L
L72.05' LT B PRSESYL STA 18+87.78
B PSBTP STA 1135+83.39, EL=425.56
END PRSESYL PGL
L
L
L
L82.07' LT B PRSXWR STA 16+18.21
B PSBTP STA 1163+97.83, EL=426.16
BEGIN PRSXWR PGL
78.02' RT B PRNEWR STA 14+21.09
B PNBTP STA 1167+54.13, EL=427.86
BEGIN PRNEWR PGL
L
L
24'0
" M
IN.
CL
R.
LL
L
L
L
L
LL
LL
L
72.04' LT B PRSXSYL STA 15+51.49
B PSBTP STA 1117+75.26, EL=430.86
BEGIN PRSXSYL PGL, END BRIDGE
72.04' RT B PRNESYL STA 14+70.72
B PNBTP STA 1117+56.26, EL=434.01
BEGIN PRNESYL PGL, END BRIDGE
L
L
EXIS
T
GR
ND
EL
EV
PROPOSED TRINITY PARKWAY (60 MPH)WOODALL RODGERS
SPUR 366 /
WYCLIFF
SYLVAN /
AT PROP PGL
EXIST GROUND
5.46' STRUCTURAL DEPTH
ASSUME TX54 GIRDERS,5.46' STRUCTURAL DEPTH
ASSUME TX54 GIRDERS,
108' 108' 104'108'
108'108'
108' 108'108' 108'
99' 100'
100' 100' 100'
72.05' RT B PRNXSYL STA 19+23.09
B PNBTP STA 1135+03.83, EL=429.21
END PRNXSYL PGL
B PRSXWR STA 25+79.31, EL=459.36
B PNBTP STA 1173+39.26=
21'0
" M
IN.
CL
R.
17'1
0" M
IN.
CL
R.
B PSYL STA 41+45.58, EL=453.84
B PNBTP STA 1126+21.44=
B PRSXWR STA 24+83.18, EL=457.86
B PSBTP STA 1172+54.00=
LOW CHORD EL=429.44
EX CONTINENTAL BRIDGE
B PSBTP STA 1185+23.38=
LOW CHORD EL=429.77
EX CONTINENTAL BRIDGE
B PNBTP STA 1185+27.98=
B PSP366 STA 1026+06.71, EL=445.29
B PNBTP STA 1190+26.96=
427.2
3
427.7
3
428.2
3
428.7
3
429.2
3
429.7
3
430.2
3
430.7
3
431.2
3
431.7
3
432.2
3
432.7
3
433.2
3
433.7
3
434.2
3
434.4
2
434.0
0
432.9
6
431.6
1
430.2
7
428.9
2
427.6
5
426.9
2
426.8
1
427.2
3
427.7
3
428.2
3
428.7
3
429.2
3
429.6
7
429.6
7
429.2
3
428.7
3
428.2
3
427.7
3
427.2
9
427.2
9
427.7
3
428.2
3
428.7
3
429.1
7
429.1
7
428.7
3
428.2
3
427.7
3
427.5
8
428.1
3
429.0
3
429.7
0
429.9
0
429.6
3
429.1
3
428.6
3
428.1
3
427.6
3
427.1
9
427.1
9
427.6
3
428.1
3
428.6
3
429.0
7
429.0
7
428.6
3
428.1
3
427.6
3
427.1
3
426.6
3
426.1
3
425.6
3
425.1
3
424.6
3
424.1
3
423.3
8
422.1
3
420.6
3
419.1
3
417.6
3
416.1
3
414.6
3
413.1
3
411.9
6
411.4
6
411.6
3
412.1
3
412.6
3
413.1
3
413.6
3
413.8
8
413.6
3
412.8
8
411.6
3
410.1
3
408.6
3
407.1
3
405.7
2
424.4
8
424.9
8
425.4
8
425.9
8
426.4
8
426.9
8
427.4
8
427.9
8
428.4
8
428.9
8
429.4
8
429.9
8
430.4
8
430.9
8
431.1
7
430.7
5
429.7
1
428.3
6
427.0
2
425.6
7
424.4
0
423.6
7
423.5
6
423.9
8
424.4
8
424.9
8
425.4
8
425.9
8
426.4
2
426.4
2
425.9
8
425.4
8
424.9
8
424.4
8
424.0
4
424.0
4
424.4
8
424.9
8
425.4
8
425.9
2
425.9
2
425.4
8
424.9
8
424.5
4
424.5
4
425.0
4
425.9
8
426.7
3
426.9
8
426.7
3
426.2
3
425.7
3
425.2
3
424.7
3
424.2
9
424.2
9
424.7
3
425.2
3
425.7
3
426.1
7
426.1
7
425.7
3
425.2
3
424.7
3
424.2
3
423.7
3
423.2
3
422.7
3
422.2
3
421.7
3
421.2
3
420.7
3
420.2
3
419.4
7
418.1
8
416.6
3
415.0
8
413.5
3
412.0
7
411.2
0
411.0
2
411.4
3
411.9
3
412.4
3
412.9
3
413.4
3
413.6
8
413.4
3
412.6
8
411.4
3
409.9
3
408.4
3
406.9
3
405.5
1
PR
OP
SB
PG
L
EL
EV
PR
OP
NB
PG
L
EL
EV
PROP SB PGL
PROP NB PGL
PROP 100 YR WSEL
PR
OP 100
YR
WS
EL
419.5
7
419.5
4
419.5
2
419.4
9
419.4
7
419.4
4
419.4
1
419.3
9
419.3
6
419.3
3
419.3
1
419.2
8
419.2
6
419.2
3
419.2
0
419.1
8
419.1
5
419.1
3
419.1
0
419.0
7
419.0
5
419.0
2
418.9
9
418.9
7
418.9
4
418.9
1
418.8
9
418.8
6
418.8
4
418.8
1
418.7
8
418.7
6
418.7
3
418.7
0
418.6
8
418.6
5
418.6
2
418.6
0
418.5
7
418.5
5
418.5
2
418.4
9
418.4
7
418.4
4
418.4
1
418.3
9
418.3
6
418.3
3
418.3
1
418.2
8
418.2
6
418.2
3
418.2
0
418.1
8
418.1
5
418.1
2
418.1
0
418.0
7
418.0
4
418.0
2
417.9
9
417.9
7
417.9
4
417.9
2
417.8
9
417.8
7
417.8
4
417.8
1
417.7
9
417.7
6
417.7
4
417.7
1
417.6
9
417.6
6
417.6
4
417.6
1
417.5
9
417.5
6
417.5
4
417.5
1
417.4
8
417.4
6
417.4
3
417.4
1
417.3
8
417.3
6
417.3
3
417.3
1
417.2
8
417.2
6
417.2
3
417.2
1
417.1
8
417.1
6
STA = 1139+50.00
EL = 423.73
(-)0.50% (+)0.50%
L = 200.00
K = 200
ex = 0.25'
STA = 1144+50.00
EL = 426.23
L = 200.00
K = 200
ex = -0.25'
STA = 1149+00.00
EL = 423.98
(-)0.50%
L = 300.00
K = 200
ex = 0.56'
STA = 1152+50.00
EL = 427.48
(+)1.00%
L = 300.00
K = 200
ex = -0.56'
STA = 1159+50.00
EL = 423.98
(+)0.50%
L = 200.00
K = 200
ex = 0.25'
STA = 1164+50.00
EL = 426.48
L = 200.00
K = 200
ex = -0.25'
STA = 1178+00.00
EL = 419.73
(-)0.50%
L = 200.00
K = 190
ex = -0.26'
STA = 1184+00.00
EL = 410.43
(-)1.55%
L = 300.00
K = 146
ex = 0.77'
STA = 1192+00.00
EL = 414.43
(+)0.50%
L = 400.00
K = 200
ex = -1.00'
(-)1.50%
VP
T
ST
A 1160
+50.0
0
EL
=424.4
8
VP
C
ST
A 1177
+00.0
0
EL
=420.2
3
VP
T
ST
A 1179
+00.0
0
EL
=418.1
8
VP
C
ST
A 1190
+00.0
0
EL
=413.4
3
VP
C
ST
A 1158
+50.0
0
EL
=424.4
8
(-)0.50%
STA = 1119+50.00
EL = 431.73
(+)0.50%
STA = 1126+00.00
EL = 422.98
(-)1.35% (+)0.50%
STA = 1133+50.00
EL = 426.73
EL
=412.7
5
VP
C
ST
A 1182
+50.0
0
EL
=411.1
8
VP
T
ST
A 1185
+50.0
0
EL
=411.4
3
VP
T
ST
A 1194
+00.0
0
EL
=406.1
8
VP
C
ST
A 1197
+50.0
0
STA = 1139+50.00
EL = 426.98
(-)0.50% (+)0.50%
L = 200.00
K = 200
ex = 0.25'
STA = 1144+50.00
EL = 429.48
L = 200.00
K = 200
ex = -0.25'
STA = 1149+00.00
EL = 427.23
(-)0.50%
L = 200.00
K = 143
ex = 0.35'
STA = 1152+50.00
EL = 430.38
(+)0.90%
L = 300.00
K = 214
ex = -0.52'
STA = 1159+50.00
EL = 426.88
(-)0.50% (+)0.50%
L = 200.00
K = 200
ex = 0.25'
STA = 1164+50.00
EL = 429.38
L = 200.00
K = 200
ex = -0.25'
STA = 1176+00.00
EL = 423.63
(-)0.50%
L = 200.00
K = 200
ex = -0.25'
STA = 1184+50.00
EL = 410.88
L = 300.00
K = 150
ex = 0.75' STA = 1192+00.00
EL = 414.63
(+)0.50%
L = 400.00
K = 200
ex = -1.00'
(-)1.50%
VP
C
ST
A 1143
+50.0
0
EL
=428.9
8
VP
T
ST
A 1145
+50.0
0
EL
=428.9
8
VP
C
ST
A 1148
+00.0
0
EL
=427.7
3
VP
T
ST
A 1150
+00.0
0
EL
=428.1
3
VP
C
ST
A 1151+00.0
0
EL
=429.0
3
VP
T
ST
A 1154
+00.0
0
EL
=429.6
3
VP
C
ST
A 1158
+50.0
0
EL
=427.3
8
VP
T
ST
A 1160
+50.0
0
EL
=427.3
8
VP
C
ST
A 1175
+00.0
0
EL
=424.1
3
VP
T
ST
A 1177
+00.0
0
EL
=422.1
3
VP
T
ST
A 1194
+00.0
0
EL
=411.6
3
VP
C
ST
A 1197
+50.0
0
EL
=406.3
8
VP
C
ST
A 1190
+00.0
0
EL
=413.6
3
STA = 1119+50.00
EL = 434.98
(+)0.50%
L = 300.00
K = 162
ex = -0.69' STA = 1126+00.00
EL = 426.23
(-)1.35% (+)0.50%
L = 300.00
K = 162
ex = 0.69'
STA = 1133+50.00
EL = 429.98
L = 200.00
K = 200
ex = -0.25'
VP
C
ST
A 1118
+00.0
0
EL
=434.2
3
VP
T
ST
A 1121+00.0
0
EL
=432.9
6
VP
C
ST
A 1132
+50.0
0
EL
=429.4
8
VP
T
ST
A 1134
+50.0
0
EL
=429.4
8
EL
=411.6
3
VP
T
ST
A 1186
+00.0
0
EL
=413.1
3
VP
C
ST
A 1183
+00.0
0
EL
=428.2
5
VP
C
ST
A 1124
+50.0
0
EL
=426.9
8
VP
T
ST
A 1127
+50.0
0
EL
=427.4
8
VP
C
ST
A 1138
+50.0
0
EL
=427.4
8
VP
T
ST
A 1140
+50.0
0
EL
=428.8
8
VP
C
ST
A 1163
+50.0
0
EL
=428.8
8
VP
T
ST
A 1165
+50.0
0
L = 300.00
K = 162
ex = -0.69'
VP
C
ST
A 1118
+00.0
0
EL
=430.9
8
VP
T
ST
A 1121+00.0
0
EL
=429.7
1
VP
C
ST
A 1124
+50.0
0
EL
=425.0
0
VP
T
ST
A 1127
+50.0
0
EL
=423.7
3
L = 300.00
K = 162
ex = 0.69'
VP
C
ST
A 1132
+50.0
0
EL
=426.2
3
VP
T
ST
A 1134
+50.0
0
EL
=426.2
3
L = 200.00
K = 200
ex = -0.25'
VP
C
ST
A 1138
+50.0
0
EL
=424.2
3
VP
T
ST
A 1140
+50.0
0
EL
=424.2
3
VP
C
ST
A 1143
+50.0
0
EL
=425.7
3
VP
T
ST
A 1145
+50.0
0
EL
=425.7
3
VP
C
ST
A 1147
+50.0
0
EL
=424.7
3
VP
C
ST
A 1151+00.0
0
EL
=425.9
8
VP
T
ST
A 1150
+50.0
0
EL
=425.4
8
VP
T
ST
A 1154
+00.0
0
EL
=426.7
3
EL
=425.9
8
VP
C
ST
A 1163
+50.0
0
EL
=425.9
8
VP
T
ST
A 1165
+50.0
0 (-)1.50%
18'2
" M
IN.
CL
R.
B
PN
BT
P
ST
A 1106
+85.6
1,E
L=428.6
6
BE
GIN
BRID
GE
B
PS
BT
P
ST
A 1106
+97.2
9,E
L=425.4
7
BE
GIN
BRID
GE
B
PN
BT
P
ST
A 1153
+74.3
3,E
L=429.7
4
BE
GIN
BRID
GE
B
PS
BT
P
ST
A 1153
+88.6
2,E
L=426.7
8
BE
GIN
BRID
GE
B
PS
BT
P
ST
A 1158
+86.1
9,E
L=424.3
3
EN
D
BRID
GE
B
PN
BT
P
ST
A 1158
+74.6
7,E
L=427.2
7
EN
D
BRID
GE
52.00' RT B PSBTP STA 1173+00.00
BEGIN FLOOD SEPARATION WALL
K
L
SY
LV
AN
WO
OD
ALL R
OD
GE
RS
CO
NTIN
EN
TA
L
TRINITY PARKWAY
N.T.S.
TRAFFIC VOLUME PROJECTION DIAGRAM
10,000
10,000
25,60063,800
25,60063,800
1,4003,400
1,4003,400
24,20060,400
24,20060,400
2,8007,100
2,8007,100
7,10011,700
7,10011,700
6,70010,400
6,70010,400
5,4007,300
1,3003,100
1,500
1,900
1,5004,000
6,1008,900
1,500
5,6007,700
1,3003,100
1,5004,000
6,3009,800
1,900800
600
800
600
27,00067,500
27,00067,500
22,800
22,800
18,20034,800
8,00014,600
18,20034,800
8,00014,6002,000
8,2002,0008,200
10,00022,800
2,0008,200
2,0008,200
8,00014,600
8,00014,600
17,00044,700
17,00044,700
17,00044,700
17,00044,700
18,20034,800
18,20034,800
#
X,XXX - YEAR 2035 ADT
- YEAR 2020 ADT
- SIGNALIZED INTERSECTION
- TOLL GANTRY
X,XXX
M M
2,0008,200
K
L
N.T.S.
TYPICAL SECTIONS
12'12'12'
LN LN LN
12'
LN
12'
LNLN
12'12'
LN
10'
SH
10'
SH
10'
SH
10'
SH
1'1' 1'
L
PR
OP
RO
W
B PSBTPLLB PNBTP
VAR, 2.5% TYP VAR, 2.5% TYP
89'
12'
LN
MEDIAN
VAR, 2.5% TYP
0'-1'
4:1
4:1 MAX
4:1 4:1
MAX MAX
12'12'
LN LN LN
12'
LN
12'
LNLN
12'
LN
10'
SH
10'
SH
10'
SH
10'
SH
1'1' 1'1'
L
PR
OP
RO
W
PR
OP
RO
W
B PSBTPLLB PNBTP
VAR, 2.5% TYP VAR, 2.5% TYP
12'
LN
MEDIAN
VAR, 2.5% TYP
20'- 28'
70'-82'
12'12'
LN LN
12'
LN
12'
LNLN
12' 10'
SH
10'
SH
10'
SH
10'
SH
1'1'
58'
1'
L
PR
OP
RO
W
PR
OP
RO
W
B PSBTPLLB PNBTP
VAR, 2.5% TYP VAR, 2.5% TYP
12'
LN
MEDIAN
VAR, 2.5% TYP
0'-1'
4:12.0%4:1 MAX
4:1 4:1
MAX MAX
101'
LN LN SH
1'
VAR, 2.0% TYP
28'- 38'
12'-14'0'-12' 8'
1'
SH
4'
LB PRSESYL
B PRSXSYL
LNLNSH
1'
VAR, 2.0% TYP
28'- 38'
12'-14'0'-12'8' 4'
SH
1'
LB PRNXSYL
B PRNESYLL
12'12'
LN LN
12'
LN
12'
LNLN
12' 10'
SH
10'
SH
10'
SH
10'
SH
1'1'
58'
1'
L
PR
OP
RO
W
PR
OP
RO
W
B PSBTPLLB PNBTP
VAR, 2.5% TYP VAR, 2.5% TYP
12'
LN
MEDIAN
VAR, 2.5% TYP
0'-1'
4:12.0%4:1 4:1
MAX MAX
20'- 28'
LN LN SH
1'
VAR, 2.0% TYP
8'
1'
SH
4'
L
LNLNSH
1'
VAR, 2.0% TYP
8' 4'
SH
1'
L B PRSXWRB PRNEWR
L
12' 12'
38'
12'12'
LN LN
12'
LN
12'
LNLN
12'
SHSHSHSH
1'1' 1'
L
PR
OP
RO
W
PR
OP
RO
W
B PSBTPLLB PNBTP
VAR, 2.5% TYP VAR, 2.5% TYP
12'
LN
MEDIAN
VAR, 2.5% TYP
0'-1'
4:14:1 4:1
MAX MAX
LN LN SH
1'
VAR, 2.0% TYP
8'
1'
SH
4'
L
LNLNSH
1'
VAR, 2.0% TYP
8' 4'
SH
1'
L
B PRSXWR
B PRNEWR
12' 12'
38'
10'
5'5'1'-10' 5'-10'3'-10'3'-10'
* ***
44'- 58' 44'- 57'3'- 42'
LN SH
1'
VAR, 2.0% TYP
8'
1'
SH
4'
L
14'
28'
LNSH
1'
8' 4'
SH
1'
LB PRNECON
28'
14'
VAR, 2.0% TYP
3'
20'
12'12'
LN LNLN
12'12'
LN
24'
L
LN
MEDIAN
0'-12'
2.0%
EXIST
RO
W
EXIST
RO
W
0'- 16'
LB PCONT
2.0%
0'-1'
15'
20'- 28'
SW
100'
24'- 36'
LN
0'-12'
70'-82' 69'-70'
12'
70'
LN
0'-12' 12'
57'-58'
57'-58'
12'12'
38'
5'
12'12'
38'
MIN
RET WALL DIAPHRAGM WALL
VAR
VAR, 350'- 460'
VAR VAR
VAR, 420'- 452'
VAR, 350'- 420'
VAR VAR
VAR, 390'- 460'
VAR, 273'- 530'
VAR
VAR
VARVARVAR VAR
WALL, HEIGHT VAR
FLOOD SEPARATION
VAR VAR
NB TRINITY PARKWAY SB TRINITY PARKWAY
NB TRINITY PARKWAY SB TRINITY PARKWAY
NB TRINITY PARKWAY SB TRINITY PARKWAY
SB TRINITY PARKWAYNB TRINITY PARKWAY
NB TRINITY PARKWAY SB TRINITY PARKWAY
NB RAMPSB RAMP
NB RAMPSB RAMP
NB RAMP
NB RAMP SB RAMP
SB RAMP
WB EB
WALL
6' SECURITY
WALL
6' SECURITY
RET WALL
RET WALL
5'
PR
OP
RO
W 1'
24' 10'
PR
OP ES
MT
ROADWAY
1'
24' 10'
PR
OP ES
MT
ROADWAY
1'
24' 10'
PR
OP ES
MT
ROADWAY
5'
1'
24' 10'
PR
OP ES
MT
ROADWAY
LN
L
MEDIAN
0'-10'
B PSYL
LN
11'
LN
11'
LN
14'
0'-18'
2'
1'
SW
6'
1'
L
LN
0'-10'
LN
11'
LN
11'
LN
14'
2'
SW
6'
1'
1'NB
39'-48'
SB
39'-48'
0'-1'0'-1'
VAR
16'
VARROADO&M
16'
VARROADO&M
16'
ROADO&M
10'VAR
B PSBTP STA 1118+00 TO STA 1136+00
PROPOSED TRINITY PARKWAY
B PSBTP STA 1159+00 TO STA 1173+00
PROPOSED TRINITY PARKWAY
* REQUIRES DESIGN EXCEPTION
B PSBTP STA 1173+00 TO STA 1198+00
PROPOSED TRINITY PARKWAY
B PSYL STA 19+21 TO STA 52+42
(UNDER CONSTRUCTION BY OTHERS)
PROPOSED SYLVAN/WYCLIFF
B PCONT STA 29+14 TO STA 39+57
PROPOSED CONTINENTAL
B PSBTP STA 1104+00 TO STA 1107+00, STA 1136+00 TO STA 1154+00
PROPOSED TRINITY PARKWAY
B PSBTP STA 1107+00 TO STA 1118+00, STA 1154+00 TO STA 1159+00
PROPOSED TRINITY PARKWAY
20'35'
O&M ROAD
O&M ROAD
35'
O&M ROAD
35'
O&M ROAD
35'
N
CURVE DATASUPERELEVATION DATA
N
1105+00 1110+00 1115+00 1120+00 1125+00 1130+00 1135+00 1140+00 1145+00 1150+00 1155+00 1160+00 1165+00 1170+00 1175+00 1180+00 1185+00 1190+00 1195+00370
380
460
450
440
430
420
410
400
390
370
380
460
450
440
430
420
410
400
390
PARCEL ID IDPARCEL OWNER ADDRESSPROPERTY OCCUPANT
41 OF CITYDALLAS DR RIVER TRINITY1001 COMMERCIAL
42 OF CITYDALLAS DR RIVER TRINITY1001 COMMERCIAL
44 OF CITYDALLAS DR RIVER TRINITY1001 COMMERCIAL
45 OF CITYDALLAS AVE SYLVAN1001 COMMERCIAL
46 OF CITYDALLAS TOLLWAY TRINITY1000 COMMERCIAL
47 OF CITYDALLAS AVE SYLVAN1001 COMMERCIAL
48 OF CITYDALLAS VIADUCT ST CONTINENTAL1001 COMMERCIAL
49 G DONALDKNOBLE ST LEVEE1108 COMMERCIAL
50 LLC HOLDINGSVIKING ST PAYNE100 COMMERCIAL
51 CO ELEC UTILITIESTEXAS BLVD RIVERFRONT N919 COMMERCIAL
52 LLC PTNRS ST CORE801 ST CORE801 COMMERCIAL
53 COMMUNICATIONS SPRINTUS ST PARKHOUSE148 COMMERCIAL
54 CO COMMUNICATIONSSPRINT ST PARKHOUSE146 COMMERCIAL
55 W MARYAPPLETON ST PARKHOUSE140 COMMERCIAL
56 W MARYAPPLETON ST PARKHOUSE130 COMMERCIAL
57 W MARY & K JAMESAPPLETON ST PARKHOUSE126 COMMERCIAL
58 W MARY & K JAMESAPPLETON ST PARKHOUSE122 COMMERCIAL
59 W MARY & K JAMESAPPLETON ST PARKHOUSE118 COMMERCIAL
60 LTD INTERESTSPRESCOTT AVE CONTINENTAL160 COMMERCIAL
61 LLC INVESTMENTSHALEBIAN ST PARKHOUSE114 COMMERCIAL
62 LTD DRIVEROBBIE ST PARKHOUSE100 COMMERCIAL
63 OF CITYDALLAS ST PARKHOUSE200 COMMERCIAL
64 LLC CONTINENTALRIVERFRONT AVE CONTINENTAL110 COMMERCIAL
65 INCPCB-ARC BLVD RIVERFRONT N505 COMMERCIAL
66 OF CITYDALLAS VIADUCT ST CONTINENTAL1001 COMMERCIAL
67 INCPCB-ARC BLVD RIVERFRONT N505 COMMERCIAL
68 OF CITYDALLAS VIADUCT ST CONTINENTAL1001 COMMERCIAL
69 INCPCB-ARC BLVD RIVERFRONT N505 COMMERCIAL
3 3
SSPEED,(FT)
LENGTHDECEL
(FT)LENGTH
TAPERMIN
LENGTH
STORAGEMIN
30 160 50 100
35 215 50 100
40 275 50 100
45 345 100 100
TYPICAL LEFT TURN STORAGE BAY DETAILS
TAPER
DECELERATIONSTORAGE
TOTAL LENGTH
SSPEED,(FT)
LENGTHDECEL
(FT)LENGTH
TAPERMIN
LENGTH
STORAGEMIN
30 160 50
35 215 50
40 275 50
45 345 100
TYPICAL RIGHT TURN STORAGE BAY DETAILS
TAPER
DECELERATION STORAGE
TOTAL LENGTH
30
30
30
30
SSPEED, TAPERSMERGING TAPERS SHIFTING /DIVERGING
wS =L /602
wS =L wS/2 =L /1202
wS =L
30 - 15:1 - 7.5:1
35 - 20.5:1 - 10.3:1
40 - 26.7:1 - 13.4:1
45 45:1 - 22.5:1 -
50 50:1 - 25:1 -
55 55:1 - 27.5:1 -
60 60:1 - 30:1 -
65 65:1 - 32.5:1 -
70 70:1 - 35:1 -
MINIMUM TAPER DETAILS
PS
BTP S
TA 1198
+0
0.0
0
MA
TC
H LIN
E - S
EE S
HE
ET 4
PS
BTP S
TA 110
4+0
0.0
0M
AT
CH LIN
E - S
EE S
HE
ET 2
RO
LL 3
OF 11, S
TA 1104
+00
TO
ST
A 1198
+00
RO
LL 3
OF 11, S
TA 1104
+00
TO
ST
A 1198
+00
S-50
Ham pton Rd
Inw ood Rd
EXIT 1 MILE
S-52
W ycliff Ave
Sylvan Ave
S-51
W ycliff Ave
Sylvan Ave
S-53
TOContinental
Ave
S-54
TO
Continental
Ave
S-55
EXIT 1 MILE
Blvd
Jefferson
S-56
EXIT 1 MILE
W ycliff Ave
Sylvan Ave
S-57
EXIT
S-58
EXIT
S-62
Continental Ave
TO
S-63
Continental Ave
TOW ycliff Ave
Sylvan AveContinental Ave
TO
EXIT 1 MILE
S-64S-61
NO RTH
Trinity Pkwy
R
PAY BYR
PAY BY
S-60S-59
R
PAY BY
CHAIN TRANSITIONBEGIN TRANSITIONEND
STA e STA e
PNBTP 1139+32.00 2.50% 1144+66.00 -2.50%
PNBTP 1176+43.00 -2.50% 1180+43.00 2.50%
PNBTP 1197+52.00 2.50% 1203+33.00 -4.76%
PRNECON 13+45.00 -4.89% 15+01.00 2.00%
PRNECON 21+80.00 2.00% 21+97.00 2.75%
PRNESYL 14+71.00 2.50% 14+84.00 2.00%
PRNEWR 18+22.00 2.50% 19+15.00 4.89%
PRNEWR 20+47.00 4.89% 24+26.00 -4.89%
PRNEWR 26+54.00 -4.89% 29+21.00 2.00%
PRNEWR 32+66.00 2.00% 34+21.00 6.00%
PRNEWR 38+26.00 6.00% 41+36.00 -2.00%
PRNEWR 49+78.00 -2.00% 51+36.00 2.08%
PRNXSYL 19+10.00 2.00% 19+23.00 2.50%
PRSESYL 10+60.00 0.36% 11+17.00 -2.00%
PRSESYL 18+74.00 -2.00% 18+87.00 -2.50%
PRSXCON 14+52.00 -5.12% 15+23.00 -2.00%
PRSXCON 19+91.00 -2.00% 20+25.00 -0.50%
PRSXSYL 15+52.00 -2.50% 15+65.00 -2.00%
PRSXSYL 23+03.00 -2.00% 24+09.00 0.36%
PRSXWR 18+17.00 -2.50% 21+12.00 5.12%
PRSXWR 24+52.00 5.12% 28+49.00 -5.12%
PRSXWR 32+59.00 -5.12% 33+80.00 -2.00%
PRSXWR 40+27.00 -2.00% 43+37.00 6.00%
PRSXWR 50+01.00 6.00% 53+11.00 -2.00%
PRSXWR 53+66.00 -2.00% 54+25.00 -3.50%
COORDINATE SYSTEM
SUPERELEVATION
L
C / B
-
+
+
-
L
35*
* REQUIRES DESIGN EXCPETION FOR DESIGN SPEED
IDCURVE SPEEDDESIGN SPEEDEVALUATED CURVE RADIUS STATIONP.I. STATIONP.C. STATIONP.T. TANGENT LENGTH DELTA TANGENTBACK TANGENTAHEAD N - STATIONP.I.
300 30 30 PCONT-1 634.81 40+02.11 38+40.09 41+57.35 162.0199 317.27 (RT) 07.45" 38'28° E 47.48" 40' 57°N E 54.93" 18' 86°N 6,973,155.1427N
301 60 60 PNBTP-4 11,438.16 1111+65.70 1101+55.46 1121+70.72 1,010.24 2,015.26 (LT) 41.28" 05'10° E 17.03" 38' 54°S E 58.31" 43' 64°S 6,977,032.3871N
302 60 60 PNBTP-5 11,459.16 1128+63.71 1121+70.72 1135+55.01 692.99 1,384.30 (RT) 17.33" 55'6° E 58.31" 43' 64°S E 40.99" 48' 57°S 6,976,305.3793N
303 60 60 PNBTP-6 7,639.44 1160+70.50 1143+85.89 1177+02.04 1684.6129 3,316.15 (RT) 16.16" 52'24° E 40.99" 48' 57°S E 24.83" 56' 32°S 6,974,596.1971N
304 60 60 PNBTP-7 11,459.16 1188+42.83 1185+69.11 1191+16.45 273.72 547.35 (RT) 12.22" 44'2° E 24.83" 56' 32°S E 12.60" 12' 30°S 6,972,225.0120N
305 60 60 PNBTP-8 11,459.16 1195+89.32 1192+92.67 1198+85.83 296.64 593.15 (LT) 56.76" 57'2° E 12.60" 12' 30°S E 09.36" 10' 33°S 6,971,579.7759N
306 OTHERS)(BY - PPASYL-1 230.00 19+75.96 17+45.96 21+07.25 230.00 361.28 (RT) 59.46" 59'89° W 03.40" 41' 59°N E 56.06" 18' 30°N 6,976,112.8525N
307 OTHERS)(BY - PPASYL-2 230.00 23+37.25 21+07.25 24+68.53 230.00 361.28 (RT) 00.32" 00'90° E 56.06" 18' 30°N E 03.61" 41' 59°S 6,976,509.9511N
308 OTHERS)(BY - PPASYL-3 248.00 31+58.22 30+39.14 32+61.17 119.07 222.03 (RT) 41.31" 17'51° E 03.61" 41' 59°S E 22.31" 23' 8°S 6,976,045.7275N
309 30 35 PRNECON-1 896.00 12+20.05 10+60.40 13+76.37 159.64 315.97 (RT) 18.94" 12'20° E 40.68" 17' 55°S E 21.74" 05' 35°S 6,973,243.1829N
310 30 40 PRNESYL-1 3,000.00 11+66.83 10+00.00 13+33.31 166.83 333.31 (LT) 56.85" 21'6° E 27.52" 17' 60°S E 24.36" 39' 66°S 6,976,969.3757N
311 30 40 PRNESYL-2 5,300.00 19+53.24 17+29.00 21+77.21 224.24 448.21 (RT) 43.38" 50'4° E 24.36" 39' 66°S E 40.99" 48' 61°S 6,976,657.6323N
312 3535* PRNEWR-1 3,000.00 10+62.06 10+00.00 11+24.11 62.06 124.11 (LT) 13.04" 22'2° E 35.83" 10' 43°S E 48.86" 32' 45°S 6,974,251.4331N
313 3535* PRNEWR-2 5,300.00 12+72.07 11+24.11 14+19.96 147.97 295.85 (RT) 54.04" 11'3° E 48.86" 32' 45°S E 54.83" 20' 42°S 6,974,104.3448N
314 3535* PRNEWR-3 896.00 20+07.68 19+06.02 21+08.47 101.66 202.45 (LT) 45.85" 56'12° E 54.83" 20' 42°S E 40.68" 17' 55°S 6,973,560.6298N
315 3535* PRNEWR-4 896.00 25+24.18 23+64.54 26+80.51 159.64 315.97 (RT) 18.94" 12'20° E 40.68" 17' 55°S E 21.74" 05' 35°S 6,973,266.0633N
316 3535* PRNEWR-5 380.00 36+89.54 34+06.15 38+93.15 283.39 487.00 (LT) 43.18" 25'73° E 21.74" 05' 35°S E 55.08" 28' 71°N 6,972,309.7875N
317 3535* PRNEWR-6 3,000.00 45+56.61 41+13.89 49+92.98 442.72 879.09 (RT) 21.98" 47'16° E 55.08" 28' 71°N E 17.06" 16' 88°N 6,972,610.5097N
318 35 PRNEWR-7 2,864.79 53+31.60 51+71.57 54+91.30 160.04 319.74 (LT) 41.14" 23'6° E 17.06" 16' 88°N E 35.92" 52' 81°N 6,972,634.0789N
319 30 40 PRNXSYL-1 5,230.00 15+73.46 12+07.75 19+37.99 365.72 730.25 (RT) 00.00" 00'8° E 40.99" 48' 61°S E 40.99" 48' 53°S 6,976,231.6816N
320 30 40 PRNXSYL-2 3,000.00 22+66.46 21+61.70 23+71.14 104.76 209.44 (LT) 00.00" 00'4° E 40.99" 48' 53°S E 40.99" 48' 57°S 6,975,821.8027N
321 30 40 PRSESYL-1 3,000.00 22+32.52 21+27.76 23+37.20 104.76 209.44 (RT) 00.00" 00'4° E 40.99" 48' 61°S E 40.99" 48' 57°S 6,975,670.0335N
322 30 35 PRSXCON-1 835.00 12+39.10 10+00.00 14+65.74 239.10 465.74 (RT) 29.37" 57'31° E 39.67" 44' 65°S E 10.31" 47' 33°S 6,973,315.5814N
323 30 35 PRSXCON-2 5,300.00 16+36.33 15+76.06 16+96.61 60.28 120.55 (LT) 11.43" 18'1° E 10.31" 47' 33°S E 21.74" 05' 35°S 6,972,975.0763N
324 30 40 PRSXSYL-1 5,300.00 10+58.48 10+00.00 11+16.95 58.48 116.95 (RT) 51.39" 15'1° E 15.76" 55' 59°S E 24.37" 39' 58°S 6,976,939.9828N
325 30 40 PRSXSYL-2 5,230.00 17+68.79 16+24.78 19+12.73 144.01 287.96 (LT) 16.62" 09'3° E 24.37" 39' 58°S E 40.99" 48' 61°S 6,976,570.5008N
326 3535* PRSXWR-1 3,000.00 12+27.98 10+00.00 14+55.09 227.98 455.09 (RT) 29.41" 41'8° E 26.80" 19' 47°S E 57.39" 37' 38°S 6,974,432.2233N
327 3535* PRSXWR-2 835.00 22+84.36 20+83.04 24+78.15 201.33 395.11 (LT) 42.28" 06'27° E 57.39" 37' 38°S E 39.67" 44' 65°S 6,973,606.3294N
328 3535* PRSXWR-3 835.00 30+52.59 28+23.73 32+70.48 228.86 446.75 (RT) 17.93" 39'30° E 39.67" 44' 65°S E 21.74" 05' 35°S 6,973,287.6372N
329 3535* PRSXWR-4 4,110.00 39+92.75 38+47.72 41+37.66 145.03 289.94 (LT) 30.79" 02'4° E 21.74" 05' 35°S E 52.53" 07' 39°S 6,972,509.3679N
330 3535* PRSXWR-5 530.00 47+38.63 43+05.86 50+31.69 432.77 725.83 (LT) 59.41" 27'78° E 52.53" 07' 39°S E 08.06" 24' 62°N 6,971,930.6955N
331 3535* PRSXWR-6 850.51 55+52.42 54+18.74 56+83.93 133.68 265.19 (RT) 54.41" 51'17° E 08.06" 24' 62°N E 02.47" 16' 80°N 6,972,372.4135N
332 60 60 PSBTP-4 11,480.16 1111+82.07 1101+68.58 1121+90.31 1,013.49 2,021.73 (LT) 24.63" 05'10° E 17.03" 38' 54°S E 41.66" 43' 64°S 6,976,996.2591N
333 60 60 PSBTP-5 11,459.09 1128+82.83 1121+90.31 1135+73.67 692.52 1,383.36 (RT) 00.67" 55'6° E 41.66" 43' 64°S E 40.99" 48' 57°S 6,976,267.9425N
334 60 60 PSBTP-6 7,639.44 1161+48.77 1143+77.58 1178+58.47 1,771.20 3,480.89 (RT) 24.08" 06'26° E 40.99" 48' 57°S E 16.91" 42' 31°S 6,974,527.2535N
335 60 60 PSBTP-7 11,459.16 1184+35.52 1182+89.05 1185+81.97 146.47 292.91 (LT) 52.46" 27'1° E 16.91" 42' 31°S E 09.36" 10' 33°S 6,972,529.4428N
336 OTHERS)(BY - PSP366-2 2,200.00 1031+28.99 1030+21.29 1032+36.52 107.70 215.23 (RT) 19.05" 36'5° E 44.37" 04' 68°N E 03.42" 41' 73°N 6,972,267.1338N
337 OTHERS)(BY - PSP366-3 3,660.00 1034+47.14 1032+36.52 1036+57.30 210.62 420.78 (RT) 13.64" 35'6° E 03.42" 41' 73°N E 17.06" 16' 80°N 6,972,356.5599N
SOUTH
WacoTrinity Pkw y
NO RTH
R
PAY BY
S-67S-66
Trinity Pkwy
NORTH
R
PAY BY
Trinity Pkwy
North
EXIT 1MILE
R
PAY BY
S-65
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
BAKER PUMP STATION
TRINITY RIVER
L
L
L
L
L
L
L
197.3' LT B PNBTP STA 1171+35.03
BEGIN DIAPHRAGM WALL
55.3' LT B PCONT STA 32+03.72
BEGIN RET WALL
25.0' LT B PCONT STA 35+08.37
END RET WALL
MATCH PROPOSED BRIDGE BY OTHERS
B PRNESYL STA 22+48.47
END PRNESYL CONSTRUCTION
MATCH EXISTING BRIDGE
B PRSXWR STA 54+89.77
END PRSXWR CONSTRUCTION
2 - 10' X 10' X 125' MBC
PROPOSED CULVERT EXTENSION
1 - 12' X 185' RCP
PROPOSED PIPE EXTENSION
LB PSBTP STA 1113+00
PROPOSED SIGN ON PROPOSED COSS
L
L
L
LB PSBTP STA 1141+00
PROPOSED SIGN ON PROPOSED COSS
L
LL LLB PNBTP STA 1138+30
PROPOSED SIGN ON PROPOSED COSS
L
L
L
B PRSESYL STA 11+71
PROPOSED SIGN (BRG MNT)
B PNBTP STA 1126+80
PROPOSED SIGN (BRG MNT)
B PRNXSYL STA 18+00
PROPOSED SIGN (GRD MNT)
TRINITY RIVER
L
L L
L
L
41.0' RT B PCONT STA 35+08.38
END RET WALL
41.0' RT B PCONT STA 32+08.38
BEGIN RET WALL
52.0' RT B PSBTP STA 1173+00.00
BEGIN FLOOD SEPARATION WALL
END RET WALL
472.2' LT B PNBTP STA 1184+79.97
END PROP ACCESS DENIAL
378.9' LT B PNBTP STA 1185+79.00
BEGIN PROP ACCESS DENIAL
767.7' LT B PNBTP STA 1190+16.84
END PROP ACCESS DENIAL
B PCONT
B PRSXCONPROP ROW
PROP ROW
PROP ROW
EXIST ROW
EXIST ROW
B PRSESYL STA 15+31.20
19.0' LT AND 19.0' RT
BEGIN RET WALL
9.0' RT B PRSESYL STA 18+60.44
END RET WALL
19.0' RT B PRNESYL STA 16+43.40
BEGIN RET WALL
19.0' LT B PRSESYL STA 17+56.34
END RET WALL
EXIST ROW
45'R
B PRNESYL
74'R
20'R
20'R
30'R
8'R
BECOME PEDESTRIAN ONLY
CONTINENTAL BRIDGE TO
B PRSXSYL
(UNDER CONSTRUCTION BY OTHERS)
PROPOSED SYLVAN / WYCLIFF PARK ACCESS
(UNDER CONSTRUCTION BY OTHERS)
PROPOSED SYLVAN / WYCLIFF PROJECTMATCH PROPOSED BRIDGE BY OTHERS
B PRSXSYL STA 24+09.68
END PRSXSYL CONSTRUCTION
30'R
19.0' LT B PRSXSYL STA 17+25.81
BEGIN RET WALL
9.0' RT B PRSXSYL STA 15+52.12
BEGIN RET WALL
19.0' LT B PRNXSYL STA 14+10.99
BEGIN RET WALL
19.0' RT B PRNXSYL STA 17+52.22
END RET WALL
9.0' LT B PRNXSYL STA 16+50.13
END RET WALL
83.0' LT B PNBTP STA 1151+44.68
END RET WALL
83.0' LT B PNBTP STA 1160+57.80
BEGIN RET WALL
29.0' LT B PRSXWR STA 17+18.29
BEGIN RET WALL
89.0' LT B PNBTP STA 1104+98.08
END RET WALL
OUTFALL
TURTLE CREEK
B PRNEWR
11.4' LT B PRNEWR STA 17+86.03
END RET WALL
9.0' LT B PRNEWR STA 14+19.96
BEGIN RET WALL
B PRNECON
B PRNXSYL
B PRSESYL
B PSBTP
B PNBTP
B PRSXWR
PROP ESMT
PROP ROW
PROP ROW
EXIST ROW
EXIST ROW
EXIST ROW
MATCH EXISTING PAVEMENT
B PCONT STA 39+56.60
END PCONT CONSTRUCTION
19.0' LT B PRNESYL STA 18+97.45
BEGIN RET WALL
19.0' RT B PRNESYL STA 18+97.52
END RET WALL
83.0' LT B PNBTP STA 1154+10.73
BEGIN RET WALL
END SECURITY WALL
31.0' RT B PRNXSYL STA 14+10.98
BEGIN RET WALL
9.0' RT B PRSXWR STA 18+68.29
END RET WALL
9.0' RT B PRSXWR STA 50+31.69
END RET WALL
164.8' RT B PSBTP STA 1126+40.99
BEGIN PROP ACCESS DENIAL
181.7' RT B PSBTP STA 1127+88.24
BEGIN PROP ACCESS DENIAL
1134.2' LT B PNBTP STA 1194+94.01
BEGIN PROP ACCESS DENIAL
(PROJECT BY OTHERS)
FUTURE BUS TURN AROUND
MATCH EXISTING BRIDGE
B PCONT STA 29+13.92
BEGIN PCONT CONSTRUCTION
EAST LEVEE
STA 1124+93.37
178.0' LT B PNBTP
BEGIN PROP ACCESS DENIAL
169.9' LT B PNBTP STA 1126+33.15
BEGIN PROP ACCESS DENIAL
MATCH PROPOSED BRIDGE BY OTHERS
B PRSESYL STA 10+59.39
BEGIN PRSESYL CONSTRUCTION
B PRNEWR STA 53+00
PROPSED SIGN ON PROPOSED COSS
B PNBTP STA 1151+00
PROPOSED SIGN ON PROPOSED COSS
B PRSXWR STA 21+00
PROPOSED SIGN ON PROPOSED OSB
B PRSXWR STA 29+00
PROPOSED SIGN ON PROPOSED OSB
B PSBTP STA 1161+25
PROPOSED SIGN ON PROPOSED COSS
B PSBTP STA 1183+00
PROPOSED SIGN ON PROPOSED COSS
B PNBTP STA 1192+00
PROPOSED SIGN ON PROPOSED COSS
B PSBTP STA 1163+95
B PSBTP STA 1117+76
PROPOSED SIGN (GRD MNT)
B PRSXWR STA 31+60
B PNBTP STA 1135+03
B PRNEWR STA 51+40
PROPOSED SIGN (BRG MNT)
MATCH EXISTING BRIDGE
B PRNEWR STA 51+37.25
END PRNEWR CONSTRUCTION
9.0' RT B PRSXWR STA 44+86.73
BEGIN RET WALL
B PSP366 ~ STA 1099+75
PROPOSED SIGN (BRG MNT, UPSTREAM)
L B PSP366 ~ STA 1060+70
PROPOSED SIGN ON EXISTING OSB (UPSTREAM)
L LB PSP366 ~ STA 1051+35
PROPOSED SIGN ON EXISTING OSB (UPSTREAM)
S-50
S-58S-51
S-64
S-60
S-62
S-55
S-59
S-58
S-61
S-65
S-66
300
301
302
303
304
305
309
310
311
312
313
314
315
316
317
318
319
320
321
322
324
326
325
327
328
329330
331
332
333
334
335
306
308
307
323336
337
S-52
S-58
S-53
S-54
S-63
S-57
S-56
S-57
S-67
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
BAKER PUMP STATION
TRINITY RIVER
L
L
L
L
L
L
L
S-50
S-58S-51
S-64
S-60
S-62
S-55
S-59
197.3' LT B PNBTP STA 1171+35.03
BEGIN DIAPHRAGM WALL
55.3' LT B PCONT STA 32+03.72
BEGIN RET WALL
25.0' LT B PCONT STA 35+08.37
END RET WALL
MATCH PROPOSED BRIDGE BY OTHERS
B PRNESYL STA 22+48.47
END PRNESYL CONSTRUCTION
MATCH EXISTING BRIDGE
B PRSXWR STA 54+89.77
END PRSXWR CONSTRUCTION
2 - 10' X 10' X 125' MBC
PROPOSED CULVERT EXTENSION
1 - 12' X 185' RCP
PROPOSED PIPE EXTENSION
LB PSBTP STA 1113+00
PROPOSED SIGN ON PROPOSED COSS
L
L
L
LB PSBTP STA 1141+00
PROPOSED SIGN ON PROPOSED COSS
L
LL LLB PNBTP STA 1138+30
PROPOSED SIGN ON PROPOSED COSS
L
L
L
B PRSESYL STA 11+71
PROPOSED SIGN (BRG MNT)
B PNBTP STA 1126+80
PROPOSED SIGN (BRG MNT)
B PRNXSYL STA 18+00
PROPOSED SIGN (GRD MNT)
TRINITY RIVER
L
L L
S-58
L
S-61
S-65
S-66
L
41.0' RT B PCONT STA 35+08.38
END RET WALL
41.0' RT B PCONT STA 32+08.38
BEGIN RET WALL
300
301
302
303
304
305
309
310
311
312
313
314
315
316
317
318
319
320
321
322
324
326
325
327
328
329330
331
332
333
334
335
52.0' RT B PSBTP STA 1173+00.00
BEGIN FLOOD SEPARATION WALL
END RET WALL
472.2' LT B PNBTP STA 1184+79.97
END PROP ACCESS DENIAL
378.9' LT B PNBTP STA 1185+79.00
BEGIN PROP ACCESS DENIAL
767.7' LT B PNBTP STA 1190+16.84
END PROP ACCESS DENIAL
B PCONT
B PRSXCONPROP ROW
PROP ROW
PROP ROW
EXIST ROW
EXIST ROW
B PRSESYL STA 15+31.20
19.0' LT AND 19.0' RT
BEGIN RET WALL
9.0' RT B PRSESYL STA 18+60.44
END RET WALL
19.0' RT B PRNESYL STA 16+43.40
BEGIN RET WALL
19.0' LT B PRSESYL STA 17+56.34
END RET WALL
EXIST ROW
45'R
B PRNESYL
74'R
20'R
20'R
30'R
8'R
BECOME PEDESTRIAN ONLY
CONTINENTAL BRIDGE TO
B PRSXSYL
(UNDER CONSTRUCTION BY OTHERS)
PROPOSED SYLVAN / WYCLIFF PARK ACCESS
(UNDER CONSTRUCTION BY OTHERS)
PROPOSED SYLVAN / WYCLIFF PROJECTMATCH PROPOSED BRIDGE BY OTHERS
B PRSXSYL STA 24+09.68
END PRSXSYL CONSTRUCTION
30'R
19.0' LT B PRSXSYL STA 17+25.81
BEGIN RET WALL
9.0' RT B PRSXSYL STA 15+52.12
BEGIN RET WALL
19.0' LT B PRNXSYL STA 14+10.99
BEGIN RET WALL
19.0' RT B PRNXSYL STA 17+52.22
END RET WALL
9.0' LT B PRNXSYL STA 16+50.13
END RET WALL
83.0' LT B PNBTP STA 1151+44.68
END RET WALL
83.0' LT B PNBTP STA 1160+57.80
BEGIN RET WALL
29.0' LT B PRSXWR STA 17+18.29
BEGIN RET WALL
89.0' LT B PNBTP STA 1104+98.08
END RET WALL
OUTFALL
TURTLE CREEK
B PRNEWR
11.4' LT B PRNEWR STA 17+86.03
END RET WALL
9.0' LT B PRNEWR STA 14+19.96
BEGIN RET WALL
B PRNECON
B PRNXSYL
B PRSESYL
B PSBTP
B PNBTP
B PRSXWR
PROP ESMT
PROP ROW
PROP ROW
EXIST ROW
EXIST ROW
EXIST ROW
MATCH EXISTING PAVEMENT
B PCONT STA 39+56.60
END PCONT CONSTRUCTION
19.0' LT B PRNESYL STA 18+97.45
BEGIN RET WALL
19.0' RT B PRNESYL STA 18+97.52
END RET WALL
83.0' LT B PNBTP STA 1154+10.73
BEGIN RET WALL
END SECURITY WALL
31.0' RT B PRNXSYL STA 14+10.98
BEGIN RET WALL
9.0' RT B PRSXWR STA 18+68.29
END RET WALL
9.0' RT B PRSXWR STA 50+31.69
END RET WALL
306
308
307
323336
337
164.8' RT B PSBTP STA 1126+40.99
BEGIN PROP ACCESS DENIAL
181.7' RT B PSBTP STA 1127+88.24
BEGIN PROP ACCESS DENIAL
S-52
1134.2' LT B PNBTP STA 1194+94.01
BEGIN PROP ACCESS DENIAL
S-58
S-53
S-54
S-63
S-57
(PROJECT BY OTHERS)
FUTURE BUS TURN AROUNDS-56
MATCH EXISTING BRIDGE
B PCONT STA 29+13.92
BEGIN PCONT CONSTRUCTION
EAST LEVEE
S-57
STA 1124+93.37
178.0' LT B PNBTP
BEGIN PROP ACCESS DENIAL
169.9' LT B PNBTP STA 1126+33.15
BEGIN PROP ACCESS DENIAL
MATCH PROPOSED BRIDGE BY OTHERS
B PRSESYL STA 10+59.39
BEGIN PRSESYL CONSTRUCTION
B PRNEWR STA 53+00
PROPSED SIGN ON PROPOSED COSS
B PNBTP STA 1151+00
PROPOSED SIGN ON PROPOSED COSS
B PRSXWR STA 21+00
PROPOSED SIGN ON PROPOSED OSB
B PRSXWR STA 29+00
PROPOSED SIGN ON PROPOSED OSB
B PSBTP STA 1161+25
PROPOSED SIGN ON PROPOSED COSS
B PSBTP STA 1183+00
PROPOSED SIGN ON PROPOSED COSS
B PNBTP STA 1192+00
PROPOSED SIGN ON PROPOSED COSS
B PSBTP STA 1163+95
B PSBTP STA 1117+76
PROPOSED SIGN (GRD MNT)
B PRSXWR STA 31+60
B PNBTP STA 1135+03
B PRNEWR STA 51+40
PROPOSED SIGN (BRG MNT)
MATCH EXISTING BRIDGE
B PRNEWR STA 51+37.25
END PRNEWR CONSTRUCTION
9.0' RT B PRSXWR STA 44+86.73
BEGIN RET WALL
B PSP366 ~ STA 1099+75
PROPOSED SIGN (BRG MNT, UPSTREAM)
L B PSP366 ~ STA 1060+70
PROPOSED SIGN ON EXISTING OSB (UPSTREAM)
L LB PSP366 ~ STA 1051+35
PROPOSED SIGN ON EXISTING OSB (UPSTREAM)
S-67
172.8' LT B PNBTP STA 1186+60.35
END DIAPHRAGM WALL
172.8' LT B PNBTP STA 1186+60.35
END DIAPHRAGM WALL
45'R45'R
30'R30'R
9.0' RT AND 19.0' LT B PRSXSYL STA 19+12.73
END RET WALL
9.0' RT AND 19.0' LT B PRSXSYL STA 19+12.73
END RET WALL
43.4' LT B PRNESYL STA 14+28.84
END RET WALL, BEGIN SECURITY WALL
43.4' LT B PRNESYL STA 14+28.84
END RET WALL, BEGIN SECURITY WALL89.0' LT B PNBTP STA 1106+99.65
END SECURITY WALL, BEGIN RET WALL
89.0' LT B PNBTP STA 1106+99.65
END SECURITY WALL, BEGIN RET WALL
BY OTHERS
MATCH PROPOSED BRIDGE
B PRNXSYL STA 10+59.39
BEGIN PRNXSYL CONSTRUCTION
BY OTHERS
MATCH PROPOSED BRIDGE
B PRNXSYL STA 10+59.39
BEGIN PRNXSYL CONSTRUCTION
Prelimi
nary, S
ubject
to Ch
ange
95% DRAFT
Prelimi
nary, S
ubject
to Ch
ange
95% DRAFT
30
+00
35+00
1035+00
35+00
30+00
40+00
45+00
50+00
1025+00
1020+00
1030+00
1040+00
1045+00
1105+00
1110+00
1115+00
1120+00
1125+00
1130+00
1135+00
1140+00
1145+00
1150+001155+00
1160+00
1165+00
1170+00
1175+00
1180+00
1185+00
1190+00
1195+00
1105+00
1110+00
1115+00
1120+00
1125+
00
1130+00
1135+00
1140+00
1145+00
1150+001155+00
1160+00
1165+00
1170+00
1175+00
1180+00
1185+00
1190+00
1195+00
40+00
10+00
15+00
20+00
15+00
20+00
10+00
15+00
20+00
15+00
20+00
10+00
15+00
20+00
10+00
15+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
55+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
10+00
15+00
20+00
25+00
30+00
30
+00
35+00
1035+00
35+00
30+00
40+00
45+00
50+00
1025+00
1020+00
1030+00
1040+00
1045+00
1105+00
1110+00
1115+00
1120+00
1125+00
1130+00
1135+00
1140+00
1145+00
1150+001155+00
1160+00
1165+00
1170+00
1175+00
1180+00
1185+00
1190+00
1195+00
1105+00
1110+00
1115+00
1120+00
1125+
00
1130+00
1135+00
1140+00
1145+00
1150+001155+00
1160+00
1165+00
1170+00
1175+00
1180+00
1185+00
1190+00
1195+00
40+00
10+00
15+00
20+00
15+00
20+00
10+00
15+00
20+00
15+00
20+00
10+00
15+00
20+00
10+00
15+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
55+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
10+00
15+00
20+00
25+00
30+00
SY
LV
AN /
WY
CLIF
F
IRVI
NG
CO
NTIN
EN
TA
L
CO
NTIN
EN
TAL RIVERFRONT
SP
UR 366/
WO
OD
ALL R
OD
GERS