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ODE
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ODENO C
ODE
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ODE
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ODE
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ODE
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ODE
NO C
ODE
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ODE
NO C
ODE
NO C
ODEN
O C
ODE
NO C
ODE
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ODE
NO C
ODE
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ODE
NO C
ODE
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ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
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ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE N
O C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE N
O C
ODE
T
T
2' SH
MA
TC
HLI
NE | 35-
N-
GP
ST
A 5182
+00
MA
TC
HLI
NE | 35-
N-
GP S
TA 5182
+00
STOPKWIK
STOPKWIK
SHAMROCKDIAMOND
DISCOUNT
COLEMAN'SRED
OUT BAIL4 WAY
REUNION PARKING LOT
ARENA
REUNION
HOTEL
HYATT REGENCY
MART
RED E BOND
BAIL
CROWN
MART
RED E
LIQUOR
RIVER
TRINITY
BAIL BONDS
DRIVE IN
ELMER'S
OFFICE
LAW
STATION
NATURAL GAS
ENERGY
CLEAN
PARKING
VISITOR
JURY/
MARTYR'S PARK
LAW OFFICE
FOR LEASE
HOPE
OF
BUILDERS
7-ELEVEN
POPEYE'S
SHOP
QUICK
MCDONALD'S
CENTER
GREYHOUND MAINT.
PROVISIONAL OFFICE
HALFWAY HOUSE/
GARAGE
PARKING
SUB STATION
ELECTRICAL
DALLAS DESIGN CENTER
APARTMENTS
DISTRICT
ALTA DESIGN
STUDIO
PHOTOGRAPH
LARRY
APARTMENTS
1400 HI LINE
SKYLINE CENTER
4 WHEEL PARTS
OFFICE CENTER
RESOURCES
COMPUTER
COMBINED
(VARIOUS)
COMPLEX
COMMERCIAL
Z
Z
Z
Z
10+00
15+00
20+00
25+00
10+00
15+00
20+00
24+6624+66190+00
195+00
200+00
205+00210+00
215+00
220+00
10+00
15+00
19+50
10+00
15+00
17+22
20+00
25+00
28+6628+66
9+84
10+00
15+00
20+00
25+0030+00
35+00
40+0040+97
25+00
30+00
35+00
40+00
45+00
50+00
55+00
60+00
65+00
70+00
13+0213+02
15+00
20+00
22+09
10+00
15+0019+1819+18
10+00
15+00 16+4116+4115+00
20+00
25+00
30+00
35+00
40+00
45+00
13+5413+54
15+00
20+00 21+19
10+0015+00
20+00
25+00 26+2526+25
5095+00
5100+00 5105+005110+00
5115+00
5120+00
5125+00
5130+00
5135+00
5140+005145+00
5150+00
5155+00
5160+00
5165+00
5170+00
5175+00
5180
+00
165+00
170+00
175+00
5+87
5+87
10+00
15+00
20+0025+00
30+00
35+0035+11
10+00
15+00
20+00
25+0027+55
5090
+00
5095+005100+00
5105+00
5110+005115+00
5120+00
5125+00
5130+00
5135+00
5140+00 5145+00
5150+00
5155+00
5160+00
5165+00
5170+00
5175+00
5180
+00
I-30
RIVERFRONT BLVD
HOTEL ST
WIC
HIT
A S
T
I-35 E
HOUSTON
ST
EDISO
N ST
INSPIR
ATIO
N D
R
HI LIN
E D
R
SLOCUM
ST
SLOCUM
ST
DRAGON S
TRIV
ERFR
ONT BLVD
RIVERFRONT BLVD
CO
MM
ER
CE S
T
CO
MM
ER
CE S
T
I-35 E
LA
MA
R S
T
CO
NTIN
EN
TA
L A
VE
HARRY
HIN
ES
BLVD
VICTORY
AVE
VICTORY AVE
HOUSTON
ST
HOTEL ST
REUNION BLVD
REU
NIO
N B
LV
D
SPO
RTS ST
SPORTS ST
DART
TRINITY RAILWAY EXPRESS
DART
TRINITY RAILWAY EXPRESSDART
EDISO
N ST
WO
OD
ALL R
OD
GE
RS F
W
I-35E ML
I-30 EB/WB
AV
EC
ON
TIN
EN
TA
L
BL
VD
RE
UNIO
N
EXPRESSRAILWAY TRINITY
I-35E NB
I-35E SB
UNIO
N P
ACIFIC R
AIL
RO
AD
ST
OLIV
E
PL
TR
OP
HY
WA
YA
LL S
TA
R
DR
HI
LIN
E
ONLY
3035E
3035E
SWET
3035E
SWET
35E
35E35E
3030
35E
SEAT
SEAT
3035E
ONLY
ONLY
ONLY
35E
ONLY
428
428C
427A428
A
SOUTH
| 35-S-RP-EN-35E
| 35-S-RP-EX-30E35-S-RP-EN-35E-01
35-S-RP-EN-35E-02
35-S-RP-EX-30E-01
35-S-RP-EX-30E-02
35-S-RP-EX-30E-03
| 35-N-RP-EX-CONT
| 35-N-RP-EN-CD
| 35-N-CD
| 35-S-CD-RP-EX-WR
| 35-S-CD
| 35-S-RP-EX-CONT
| 35-S-CD
| 35-S-RP-EN-DNT
| 35-S-GP
| 35-S-DNT-CD
| 35-S-DNT-FR
| 35-N-GP
| 35-N-CD-RP-EN-35N
| 35-N-RP-EX-HILINE
35-S-RP-EX-30E-04
35-S-RP-EX-30E-06
35-S-FR1-01
35-S-RP-EN-CD-01
35-S-CD-01
35-N-CD-02
35-N-CD-04
35-N-CD-05
35-S-CD-RP-EX-WR-01
35-S-CD-02
35-S-CD-03
35-S-CD-04
35-S-CD-06
35-S-CD-05
35-N-RP-EX-CONT-01
35-N-RP-EX-CONT-02
35-N-RP-EX-CONT-03
35-N-RP-EX-CONT-04
35-N-RP-EX-CONT-06
35-S-RP-EX-CONT-01
35-S-RP-EX-CONT-02
35-N-RP-EN-CD-01
35-N-RP-EN-CD-02
35-N-RP-EN-CD-03
35-N-RP-EN-CD-04
35-N-RP-EN-CD-06
35-N-RP-EX-HILINE-01
35-N-RP-EX-HILINE-02
35-N-CD-RP-EN-35N-03
35-N-CD-RP-EN-35N-04
35-N-CD-RP-EN-35N-01
35-N-CD-RP-EN-35N-02
| 35-S-RP-EX-CONT STA 13+90.04
| 35-S-CD STA 18+80.20 =
| 35-S-RP-EN-DNT STA 14+65.78
| 35-S-CD STA 34+49.17 =
35-S-FR2-01
35-S-FR2-02
35-S-FR2-03
35-S-FR2-04
35-S-FR2-05
| 35-S-RP-EX-30E STA 10+00.00
BEGIN BRIDGE/MATCH EXISTING
| 35-N-CD STA 43+69.50
BEGIN BRIDGE
| 35-N-CD STA 43+85.90
END WALL
| 35-N-CD STA 70+18.12
END WALL
| 35-N-CD STA 68+08.50
END BRIDGE/BEGIN WALL
| 35-S-RP-EN-35E STA 16+72.15
END WALLS/BEGIN BRIDGE
| 35-S-RP-EX-30E STA 9+48.95
| 35-S-RP-EN-35E STA 11+80.42 =
| 35-S-CD STA 28+34.53
END WALLS/BEGIN BRIDGE35-S-DNT-CD-02
35-S-DNT-CD-01
35-S-DNT-FR-01
35-S-RP-EN-DNT-01
35-S-RP-EN-DNT-02
| 35-N-CD STA 72+25.00
END CONSTRUCTION
(BY OTHERS)
FUTURE
| 35-S-FR2| 35-S-FR1 STA 161+14.89
BEGIN CONSTRUCTION/MATCH EXISTING
| 35-S-RP-EN-CD
| 35-S-FR1
| 35-S-FR1 STA 179+65.98
END CONSTRUCTION/MATCH EXISTING
| 35-S-RP-EN-CD STA 21+19.11
END CONSTRUCTION/MATCH EXISTING
| 35-S-FR2 STA 221+75.89
END CONSTRUCTION
35-N-GP-03
35-N-GP-02
35-N-GP-01
35-N-GP-04
35-S-GP-08
35-S-GP-01
35-S-GP-03
35-S-GP-06
35-S-GP-07
| 35-S-DNT-CD STA 23+71.28
END WALL
| 35-S-CD-RP-EX-WR STA 10+20.00
BEGIN CONSTRUCTION/BEGIN WALL
| 35-N-CD-RP-EN-35N STA 19+04.54
END WALL
| 35-N-CD-RP-EN-35N STA 20+80.62
END CONSTRUCTION/BEGIN WIDENING
| 35-N-GP STA 5123+70.60
BEGIN WIDENING/MATCH EXISTING
| 35-N-RP-EX-HILINE STA 13+47.12
| 35-N-CD-RP-EN-35N STA 11+75.97 =
| 35-N-RP-EX-HILINE STA 21+37.46
BEGIN WALL
STA 27+99.00
| 35-S-RP-EX-30E
END BRIDGE/BEGIN WALLS
35-S-CD-07
35-S-RP-EX-CONT-03
| 35-S-CD STA 45+46.31
END WIDENING
35-N-CD-03
35-N-RP-EX-CONT-05
| 35-N-RP-EX-CONT STA 26+40.66
END CONSTRUCTION/MATCH EXISTING
| 35-N-RP-EX-CONT STA 27+47.15
BEGIN CONSTRUCTION/MATCH EXISTING
| 35-N-CD STA 43+93.99
END WALL
| 35-N-GP STA 5141+50.48
END WALL
| 35-N-GP STA 5136+60.41
BEGIN WALL
| 35-N-GP STA 5155+06.97
END BRIDGE/BEGIN WIDENING
| 35-N-GP STA 5152+76.80
BEGIN WIDENING
| 35-N-GP STA 5153+02.67
END WIDENING/BEGIN BRIDGE
STA 5144+64.86
| 35-N-GP
BEGIN WALL
35-S-DNT-FR-02
| 35-N-EBWR-CONT
STUBOUT FOR FUTURE PROJECT
| 35-N-CD STA 28+60.79
BEGIN CONSTRUCTION
STA 13+66.37
| 35-S-RP-EN-35E
BEGIN WALL
| 35-S-RP-EN-35E STA 12+52.19
BEGIN WALL
| 35-S-CD STA 10+88.10
BEGIN WALL
| 35-S-RP-EX-30E STA 24+00.64
| 35-S-RP-EN-35E STA 26+24.94 =
| 35-N-RP-EN-CD STA 12+53.85
BEGIN CONSTRUCTION
| 35-S-RP-EN-DNT STA 13+04.99
BEGIN CONSTRUCTION
| 35-S-CD STA 44+17.50
END CONSTRUCTION/BEGIN WIDENING
| 35-N-WBWR-CONT STA 13+01.57
BEGIN CONSTRUCTION/MATCH EXISTING
| 35-S-DNT-FR STA 14+00.00
END CONSTRUCTION/BEGIN WIDENING
| 35-N-GP STA 5155+07.52
BEGIN WALL
| 35-S-DNT-FR STA 14+84.40
END WIDENING
35-S-CD-RP-EX-WR-02
| 35-S-RP-EX-CONT STA 16+08.36
END CONSTRUCTION
| 35-S-CD STA 22+32.76
END BRIDGE/BEGIN WALLS
| 35-N-RP-EX-CONT STA 17+25.13
BEGIN CONSTRUCTION
| 35-N-RP-EX-HILINE STA 25+35.47
END CONSTRUCTION
| 35-N-GP STA 5170+34.23
END WALL/END WIDENING/BEGIN BRIDGE
| 35-S-CD STA 10+89.40
BEGIN CONSTRUCTION/BEGIN WALL
| 35-S-CD STA 12+07.43
END WALL
25'
R25'
R
25'
R
25'
R
35-N-EBWR-CONT-01
35-S-FR1-02
35-S-FR1-0335-S-FR1-04
35-S-FR1-0550'
R
25'
R
EXIST. 2-72" RCP
30" RCP
EXIST.
| 35-S-RP-EX-30E STA 31+51.99
END WALL
35-S-RP-EX-30E-05
35-S-GP-02
35-S-GP-05
35-S-GP-04
35-N-RP-EN-CD-05
| 35-N-CD STA 28+60.79
BEGIN WALL
| 35-N-RP-EN-CD STA 22+21.64
BEGIN WALL
| 35-N-RP-EN-CD STA 22+21.64
END BRIDGE
STA 14+56.64
| 35-N-RP-EN-CD
BEGIN BRIDGE
STA 189+00.00
| 35-S-FR2
BEGIN WIDENING
| 35-S-FR2 STA 190+00.00
BEGIN CONSTRUCTION
END WIDENING/
| 35-N-RP-EX-CONT STA 23+45.91
| 35-N-RP-EN-CD STA 16+47.33
35-N-CD-01
| 35-S-RP-EX-30E STA 34+27.99
END WALL
| 35-N-CD-RP-EN-35N STA 15+27.54
BEGIN WALLS
| 35-S-CD STA 39+44.53
END BRIDGE/BEGIN WALLS
50'
R
30'
R
162'
R
32'
R
25'
R
25'
R
40'
R
| 35-N-RP-EX-HILINE STA 13+62.35
END WIDENING/BEGIN CONSTRUCTION
| 35-N-RP-EX-HILINE STA 22+03.51
END WALL
| 35-N-CD STA 32+31.38
END WALL
| 35-N-GP STA 5177+03.77
END BRIDGE/BEGIN WIDENING
| 35-S-CD STA 43+27.68
END WALL
SD
2016 by Texas Department of Transportation;
Texas Department of TransportationR
c
all rights reserved
The HNTB Companies
HNTB Corporation
Engineers Architects Planners
HORIZONTAL
VERTICAL
0 100 200
0 20 40
DATE APPROVED
DATE SUBMITTED
DATE REVISED
OR PERMIT PURPOSES.
CONSTRUCTION, BIDDING
NOT INTENDED FOR
HIGHWAY CLASSIFICATION
URBAN FREEWAY
DALLAS DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
DESIGN SCHEMATIC
JAMES K. SELMAN, P.E. - DISTRICT ENGINEER
ROADWAY TYPE DESIGN SPEED
40 MPHFRONTAGE ROADS
CROSS-STREETS
GENERAL PURPOSE LANES 60 MPH
30 MPH
DALLAS COUNTYNOT TO SCALE
DALLAS DISTRICT
REVIEW.
INPUT AND TECHNICAL
RESULTING FROM PUBLIC
FURTHER DEVELOPMENTS
TO CHANGE BASED ON
PRELIMINARY SUBJECT
PROJECT LENGTH - 2.178 MILES
DALLAS COUNTY
I-35E
SERIAL NO. 101321 SHEET 1 OF 2
35E
TOLLDNT
366
TRINITY R
IVER
ELM
COMMERCE
35E
30
OAK L
AW
N
CONTINEN
TAL
HILINE
INDUSTR
IAL
MAIN
LAMAR
CADI
Z
HOUST
ON
JEFF
ERSO
N
McKINNON
HARRY
HINES
BECKLEY
COMMERCE
SHEET 1 OF 2
COLLECTOR-DISTRIBUTORS 40 MPH
FROM I-30 TO OAK LAWN AVENUE
CSJ: 0196-03-268
40 MPH++
SLIP RAMPS
DIRECT CONNECTOR.
EXISTING I-35E SOUTHBOUND TO WOODALL RODGERS WESTBOUND
FOR 35-S-CD-RP-EX-WR REQUIRES 35 MPH DESIGN SPEED TO MAINTAIN
ALL SLIP RAMPS ARE DESIGNED TO MEET 40 MPH DESIGN SPEED EXCEPT++
AUGUST 23, 2001 FOR COMPLETE FLOOD PLAIN DELINIATION.
9. SEE FEMA MAP NO. 48113C0340J AND 48113C0345J, DATED:
IMPLEMENTED IN FINAL DESIGN.
NOT BE ACHIEVED, CHANNELIZATION METHODS WILL BE
OR CROSS STREETS. WHEN THE DESIRABLE SPACING CAN
SPACING BETWEEN RAMPS AND DRIVEWAYS, SIDESTREETS
EXIT RAMPS ARE DESIGNED TO MEET THE DESIRABLE
WHERE POSSIBLE, NEW AND REVISED ENTRANCE AND8.
THE PERMIT PROCESS.
CONTROL OF ACCESS TO BE DETERMINED THROUGH 7.
INFORMATION, AND PROPOSED DESIGN CONFIGURATION.
ROADWAY TRAFFIC NOISE, LATEST TRAFFIC DATA
GUIDELINES FOR ANALYSIS AND ABATEMENT OF
WILL BE EVALUATED BASED ON TxDOT'S 2011
PROPOSED NOISE WALLS ARE NOT SHOWN. THEY6.
CROSS SECTIONS ARE NOT TO SCALE.5.
WITH BARRIER.
GRADE DIFFERENCES LESS THAN 4' WILL BE RETAINED4.
LIGHTING SYSTEM.
PROJECT. TxDOT WILL MAINTAIN AND OPERATE THE
CONTINUOUS LIGHTING WILL BE PROVIDED FOR THE3.
SEE SEPARATE LARGE SIGN SCHEMATIC FOR SIGN DETAILS.2.
SEE ROLL 2 FOR CD, RAMP, AND FRONTAGE ROAD PROFILES.1.
NOTES:
2PROFILES
1PLAN
SHEET
TABLE OF CONTENTS:
LEGEND
Proposed Signal Improvements
Removal
Horseshoe Project (01/18/16)
Proposed Retaining Wall
Existing Drainage
Proposed Centerline / Baseline
Property Line
Proposed Joint Use Agreement
Existing ROW
Zone AE Floodway
Zone X Floodplain
Zone A/AE Floodplain
Oncor Tower (Proposed)
Oncor Tower (Existing)
Oncor Access Road
Driveway
Bicycle / Pedestrian
Bridge Substructure
Bridge Structure (widening)
Bridge Structure (new location)
Ramp / Collector-Distributor
Frontage Road / Cross-Streets
General Purpose Lane
NICOLE M. CARRILLO, P.E.
UNDER THE SUPERVISION OF:
PREPARED BY HNTB
DATE: OCTOBER 20, 2016
2016 by Texas Department of Transportation;
Texas Department of TransportationR
c
all rights reserved
The HNTB Companies
HNTB Corporation
Engineers Architects Planners
HORIZONTAL
VERTICAL
0 100 200
0 20 40
DATE APPROVED
DATE SUBMITTED
DATE REVISED
OR PERMIT PURPOSES.
CONSTRUCTION, BIDDING
NOT INTENDED FOR
HIGHWAY CLASSIFICATION
URBAN FREEWAY
DALLAS DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
DESIGN SCHEMATIC
JAMES K. SELMAN, P.E. - DISTRICT ENGINEER
ROADWAY TYPE DESIGN SPEED
40 MPHFRONTAGE ROADS
CROSS-STREETS
GENERAL PURPOSE LANES 60 MPH
30 MPH
DALLAS COUNTYNOT TO SCALE
DALLAS DISTRICT
REVIEW.
INPUT AND TECHNICAL
RESULTING FROM PUBLIC
FURTHER DEVELOPMENTS
TO CHANGE BASED ON
PRELIMINARY SUBJECT
PROJECT LENGTH - 2.178 MILES
DALLAS COUNTY
I-35E
SERIAL NO. 101321
35E
TOLLDNT
366
TRINITY R
IVER
ELM
COMMERCE
35E
30
OAK L
AW
N
CONTINEN
TAL
HILINE
INDUSTR
IAL
MAIN
LAMAR
CADI
Z
HOUST
ON
JEFF
ERSO
N
McKINNON
HARRY
HINES
BECKLEY
COMMERCE
COLLECTOR-DISTRIBUTORS 40 MPH
FROM I-30 TO OAK LAWN AVENUE
CSJ: 0196-03-268
40 MPH++
SLIP RAMPS
DIRECT CONNECTOR.
EXISTING I-35E SOUTHBOUND TO WOODALL RODGERS WESTBOUND
FOR 35-S-CD-RP-EX-WR REQUIRES 35 MPH DESIGN SPEED TO MAINTAIN
ALL SLIP RAMPS ARE DESIGNED TO MEET 40 MPH DESIGN SPEED EXCEPT++
2PROFILES
1PLAN
SHEET
TABLE OF CONTENTS:
NICOLE M. CARRILLO, P.E.
UNDER THE SUPERVISION OF:
PREPARED BY HNTB
DATE: OCTOBER 20, 2016
LEGEND
2017 (2037) *2047* DESIGN YEAR TRAFFIC VOLUMES (X1000)
RE
UNI
ON
BL
VD
35SB-30WB
30EB-COMMERCE
30EB-35NB
30W-
35N
FRONTAGE RD
FRONTAGE RD
35NB
35N-
30W
30WB
30
WB
FRONTAGE RD
FRONTAGE RD
35N-30W
30EB
30E-
35S
FRONT
AGE R
D
35SB
30EB
35NB-WREB
RE
UNI
ON
BL
VD
FRONTAGE RD
EXP LANES
RE
UNI
ON
BL
VD
FRONTAGE RD RE
UNI
ON
BL
VD
CO
MME
RCE ST
CO
MME
RCE ST
FRONTAGE RD
CO
MMERCE ST
IH 35E SB
WREB-35
NB
35SB
WREB-
WRWB-35
NB
35SB
-WRWBFRONTAGE RD
CD LANES
CD LANES
SLOCUM
ST
INSPI
RATI
ON
DR
HI LI
NE
DR
VI
CT
OR
Y
AVE
RAILROAD SPUR
INSPI
RATI
ON
DR
DALLAS NORTH TOLLWAY
HI LI
NE
DR
FRONTAGE RD
VI
CT
OR
Y
AVE
FRONTAGE RD
FRONTAGE RD
OA
K L
AW
N
AVE
OA
K L
AW
N
AVE
FRONTAGE RD
OA
K L
AW
N
AVE
FRONTAGE RD
CO
NTI
NE
NT
AL
AVE
CO
NTI
NE
NT
AL
AVE
FRONTAGE RD
MA
RKET
CE
NTE
R
BL
VD
CO
NTI
NE
NT
AL
AVE
CD LANE
15.0 (21.0) *24.2*4.7 (6.6)
*7.6
*
8.6 (1
2.0) *
13.8
*
38.6 (54.0) *62.1*
4.3 (6.0) *6.9*
4.3 (6.0) *6.9*
24.8 (34.7) *39.9*
7.6 (10.6) *12.2*
0.5 (0.7) *0.9*
6.7 (9.4) *10.8*
6.3 (8.8) *10.1*
11.5 (16.1) *18.5*
5.6 (7.9) *9.1*
1.1 (1.5) *1.7*
COMMERCE-30WB -30WBCOMMERCE
WB COMMERCE-30WB
35SB-30WB
4.3 (6.0) *6.9*
24.8 (34.7) *39.9*
12.9 (
18.1)
*20.
8*4.8 (6.7) *7.7*
9.9 (13.9) *16.0*
3.5 (4.9) *5.6*
51.7 (72.4) *83.3*
4.5 (6.4) *7.4*
7.1 (9.9) *11.4*
5.1 (7.1) *8.2*
39.1 (54.7) *62.9*
3.1 (4.3) *4.9*
1.7 (2.4) *2.8*
17.4 (24.3) *27.9*
3.0 (4.2) *4.8*
3.4 (4.8) *5.6*
3.5 (4.9) *5.6*
10.0 (14.0) *16.1*
13.3 (18.6) *21.4*
18.4 (25.8) *29.8* 23.2 (32.5) *37.5* 10.3 (14.4) *16.7*
0.4 (0.6) *0.7*
1.3 (1.8) *2.1*
1.2 (1.7) *2.0*
2.0 (2.8) *3.2*
2.7 (3.8) *4.4*
1.4 (2.0) *2.3*
0.1 (0.2) *0.3*
3.1 (4.4) *5.1*
2.0 (2.8) *3.2*
1.5 (2.1) *2.4*
1.2 (1.7) *2.0*
3.2 (4.5) *5.2*
4.6 (6.5) *7.5*
4.2 (6.0) *7.0*
3.5 (4.9) *5.7*
0.4 (0.6) *0.7*
0.6 (0.9) *1.0*
4.1 (5.8) *6.7*
19.3 (27.0) *31.1*
4.8 (6.8) *7.9*
0.5 (0.7)
*0.8
*
9.0 (12.6) *14.5*
0.1 (0.2) *0.3*
4.1 (5.7) *6.6*
1.3 (1.8) *2.1*
1.3 (1.8) *2.1*
3.0 (4.2) *4.8*
4.2 (5.9) *6.8*
2.3 (3.2) *3.7* 1.3 (1.8) *2.1*
5.8 (8.1) *9.3*
1.0 (1.4) *1.6*
3.7 (5.2) *6.1*
3.4 (4.8) *5.5*
3.6 (5.0) *5.8*
2.2 (3.2) *3.6*
3.6 (5.0) *5.8*
27.9 (39.1) *45.0*
19.3 (27.0) *31.1*22.9 (32.1) *36.9*
22.9 (32.1) *36.9*
17.6 (24.6) *28.3*
2.3 (3.2) *3.7*
3.1 (4.3) *4.9*
1.7 (2.4) *2.8*
2.9 (4.0) *4.7*
0.8 (1.0) *1.1*
1.0 (1.6) *1.9*
0.5 (0.6) *0.7*
0.4 (0.5) *0.6*
0.1 (0.2) *0.3*
0.5 (0.7) *0.8*
0.5 (0.7) *0.8*
4.1 (5.7) *6.6*
1.7 (2.4) *2.7*
0.5 (0.6) *0.7*
0.1 (0.2) *0.3*
0.1 (0.2) *0.3*
0.1 (0.2) *0.3*
1.9 (2.7) *3.1*
2.1 (2.9) *3.3*
0.1 (0.2) *0.3*
1.5 (2.1) *2.4*
4.2 (5.9) *6.8*
0.1 (0.2) *0.3*
3.7 (5.2) *6.0* 0.3 (0.6) *0.9*
4.5 (6.3) *7.2*
4.8 (6.9) *8.1*
13.9 (19.4) *22.3*
17.3 (24.4) *28.1*
12.5 (17.5) *20.0*
21.9 (30.6) *35.2*
8.0 (11.2) *12.9*
2.6 (3.6) *4.1*
15.0 (21.0) *24.1*
0.7 (1.0) *1.3*
17.6 (24.6) *28.2*
24.0 (33.6) *38.6*
10.0 (
14.0)
*16.
1*
14.5 (20.3) *23.3*
1.1 (1.5) *1.8*
1.0 (1.4) *1.7*
7.4 (10.3) *11.9*
14.0 (19.6) *22.5*
21.4 (29.9) *34.4* 21.4 (29.9) *34.4*
4.8 (6.7) *7.7*
14.0 (19.6) *22.6*
11.4 (16.0) *18.5*
27.4 (38.3) *44.1*
18.0 (25.2) *29.0*
21.0 (29.4) *33.8*
3.0 (4.2) *4.8*
9.8 (13.7) *15.8*
4.0 (5.6) *6.4*
14.0 (19.6) *22.6*
34.6 (48.4) *55.7*
86.3 (120.8) *139.0*
38.8 (54.3) *62.5*
17.4 (24.4) *28.0*
41.4 (58.0) *66.6*
9.1 (12.8) *14.8*
18.2 (25.5) *29.3* 22.9 (32.1) *36.9*
14.0 (19.6) *22.5*
14.0 (19
.6) *22.
5*
2.5 (3.5) *4.0*
3.3 (4.6) *5.3*
6.8 (9.5) *11.0*
6.0 (8.4) *9.7*
6.0 (8.4) *9.7* 7.9 (11.1) *12.7*
5.0 (7.0) *8.1*20.7 (28.9) *33.2*
2.5 (3.5) *4.0*
6.8 (9.5) *10.9*
6.8 (9.5) *10.9*
15.7 (22.0) *25.4*
42.8 (59.9) *68.9*
14.4 (
20.1)
*23.1*
15.1 (21.1) *24.3*
4.2 (5.9) *6.8*
19.2 (26.9) *31.0*
I-35E SB
I-35E NB
WO
OD
ALL
RO
DGE
RS F
WY
WO
OD
ALL
RO
DGE
RS F
WY
I-35E NB
I-35E SB I-35E SB
I-35E NB I-35E NB
I-35E SB
20.7 (28.9) *33.2*
7.2 (10.2) *11.8*
EXP L
ANES
EXP LANES
EXP LANES
EXP LANES
UP
RR
EXIT FROM I-35E NB
DALLAS NORTH TOLLWAY - SB
DALLAS NORTH TOLLWAY - NB
EXP LANE
EXP LANE
I-35E SB
I-35E NB I-35E
NB
FRONTAGE RD
3.3 (4.6) *5.3*
CO
MMERCE ST
RIVE
RFRONT
BLVD
64.0 (89.6) *101.5* 64.0 (89.6) *101.5*
40.9 (57.3) *64.3* 44.0 (61.6) *69.2* 83.1 (116.3) *132.1*
83.1 (116.3) *132.1*
88.2 (123.4) *140.3*
95.3 (133.3) *151.7*
92.1 (128.9) *146.7*
90.8 (126.9) *144.3* 70.1 (98.0) *111.1*
92.1 (128.9) *146.7*
67.3 (94.2) *106.8*63.0 (88.2) *99.9* 87.8 (122.9) *139.8*
92.1 (128.9) *146.7*
121.8 (170.4) *194.4*
92.1 (128.9) *146.7* 96.4 (134.9) *153.6*
118.3 (165.5) *188.8* 123.3 (172.5) *196.9*
82.0 (114.8) *130.5* 120.6 (168.8) *192.6*
113.4 (158.6) *180.9*
112.0 (156.8) *178.8*
108.6 (151.9) *173.2*
107.3 (150.2) *171.2*
107.3 (150.2) *171.2*
108.6 (151.9) *173.2*
122.3 (171.2) *195.4*
121.5 (170.0) *194.0*
OFFICE
CONSTRUCTION
ROGERS O'BRIAN
ASSOC
HEART
AMERICANPARK
BUSINESS
STEMMONS
STEMMONS PARK
GARAGEPARKING
MALL
STRIP
GEIGER
MILLER
HERMAN
BOBOIS
ROCHE
LOFTS
ALTA 1900
5185+00
5190+00
5195+00
5185+005190+00
5195+00
ALAMO ST
OA
K L
AW
N A
VE
OA
K L
AW
N A
VE
TRINITY RAILWAY EXPRESSDART
EDIS
ON S
T
I-35 E
| 35-N-GP
| 35-S-GP
PRESSURE SEWER
EXIST. TURTLE CREEK
| 35-N-GP STA 5182+77.32
END WIDENING
EXI
STI
NG
RO
W
5 LANES @ 12'SH
60'10'3'14'8'
SH LANESH LANE
| 35-S-GP
LANE
1'11'16'5'4'
SW
| 35-S-GP STA 5125+00
EXISTING
SH
EXISTING GROUND
6'
CURVE NO. STATION COORDINATE BEARING/DELTA LENGTH
(FT)
TANGENT
(FT)
RADIUS
(FT)N E
35-N-GP-01
35-N-GP-02
35-N-GP-03
35-N-GP-04
P.C. 5117+60.55
P.I. 5119+55.66
P.T. 5121+50.35
P.C. 5125+74.90
P.I. 5130+10.21
P.T. 5134+45.08
P.C. 5139+96.69
P.I. 5142+32.21
P.T. 5144+66.77
P.C. 5176+80.07
P.I. 5182+45.23
P.T. 5187+61.04
6971482.1725
6971675.2824
6971870.3124
6972294.6844
6972729.8134
6973162.6129
6973711.0326
6973945.1972
6974172.5482
6977274.3309
6977819.8743
6978132.3899
2487706.6223
2487678.7365
2487673.0527
2487660.6852
2487648.0042
2487601.2852
2487542.0855
2487516.8084
2487455.2985
2486616.1099
2486468.5129
2485997.6238
N 813'00.
632'51.4
N 140'09.
N 140'09.
429'30.0
N 609'39.
N 609'39.
858'40.7
N 1508'20.
N 1508'20.
4117'23.8
N 5625'44.
389.80
870.18
470.09
1080.97
195.11
435.31
235.52
565.16
3411.00
11100.00
3000.00
1500.00
| 35-S-GP (DESIGN SPEED: 60 MPH)
CURVE NO. STATION COORDINATE BEARING/DELTA LENGTH
(FT)
TANGENT
(FT)
RADIUS
(FT)N E
| 35-N-GP (DESIGN SPEED: 60 MPH)
| 35-S-RP-EX-30E (DESIGN SPEED: 40 MPH)
35-N-CD-RP-EN-35N-01
35-N-CD-RP-EN-35N-02
35-N-CD-RP-EN-35N-03
35-N-CD-RP-EN-35N-04
6975531.8585
6975619.0553
6975704.6748
6975704.6748
6975853.9380
6976005.9511
6976570.7884
6976689.0025
6976805.5901
6976805.5901
6976872.4663
6976940.2755
2487199.3467
2487175.7556
2487146.9609
2487146.9609
2487096.7620
2487055.6348
2486902.8179
2486870.8350
2486833.3541
2486833.3541
2486811.8545
2486793.5087
N 1508'20.
326'57.7
N 1835'18.
N 1835'18.
326'57.7
N 1508'20.
N 1508'20.
240'57.9
N 1749'18.
N 1749'18.
240'57.9
N 1508'20.
180.61
314.86
244.88
140.47
90.33
157.48
122.46
70.25
3000.00
5230.00
5230.00
3000.00
| 35-S-CD (DESIGN SPEED: 40 MPH)
| 35-S-RP-EN-DNT (DESIGN SPEED: 40 MPH)
| 35-S-RP-EX-CONT (DESIGN SPEED: 40 MPH)
| 35-S-CD-RP-EX-WR (DESIGN SPEED: 35 MPH)
| 35-S-RP-EN-CD (DESIGN SPEED: 40 MPH)
| 35-S-RP-EN-35E (DESIGN SPEED: 40 MPH)
| 35-N-RP-EX-CONT (DESIGN SPEED: 40 MPH)
| 35-N-RP-EX-HILINE (DESIGN SPEED: 40 MPH)
| 35-N-CD-RP-EN-35N (DESIGN SPEED: 40 MPH)
35-S-FR2-01
35-S-FR2-02
35-S-FR2-03
35-S-FR2-04
35-S-FR2-05
| 35-N-RP-EN-CD (DESIGN SPEED: 40 MPH)
35-N-RP-EX-HILINE-01
35-N-RP-EX-HILINE-02
6975360.9312
6975494.6483
6975631.1303
6975631.1303
6975869.0639
6976102.1775
2487220.8010
2487184.6237
2487160.9229
2487160.9229
2487119.6045
2487056.5355
N 1508'20.
517'14.9
N 951'05.
N 951'05.
517'14.9
N 1508'20.
276.85
482.65
138.52
241.49
3000.00
5230.00
| 35-N-CD (DESIGN SPEED: 40 MPH)
| 35-S-FR1 (DESIGN SPEED: 40 MPH)
| 35-S-FR2 (DESIGN SPEED: 40 MPH)
| 35-S-DNT-CD (DESIGN SPEED: 40 MPH)
| 35-S-DNT-FR (DESIGN SPEED: 40 MPH)
P.C. 191+08.20
P.I. 194+66.30
P.T. 198+16.59
P.C. 201+45.26
P.I. 202+61.67
P.T. 203+77.87
P.C. 205+49.96
P.I. 206+87.12
P.T. 208+23.93
P.C. 210+47.14
P.I. 211+98.25
P.T. 213+48.88
P.C. 216+80.54
P.I. 218+40.32
P.T. 219+99.41
6973823.8110
6974181.8889
6974515.4475
6974821.5977
6974930.0320
6975042.3012
6975208.2677
6975340.5437
6975476.2779
6975697.1715
6975846.7117
6975991.8792
6976310.5010
6976463.9932
6976608.4963
2487337.8678
2487333.9488
2487203.6653
2487084.0871
2487041.7342
2487010.9544
2486965.4530
2486929.1882
2486909.4817
2486877.4113
2486855.7004
2486813.7473
2486721.6663
2486677.3074
2486609.1426
N 037'37.
2042'28.4
N 2120'05.
N 2120'05.
600'12.3
N 1519'53.
N 1519'53.
704'14.7
N 815'38.
N 815'38.
751'30.3
N 1607'09.
N 1607'09.
908'05.8
N 2515'14.
358.10
116.41
137.16
151.11
159.77
1960.00
2220.00
2220.00
2200.00
2000.00
P.C. 10+00.00
P.I. 11+38.52
P.R.C.12+76.85
P.R.C.12+76.85
P.I. 15+18.35
P.T. 17+59.50
P.C. 10+00.00
P.I. 10+90.33
P.R.C.11+80.61
P.R.C.11+80.61
P.I. 13+38.09
P.T. 14+95.47
P.C. 20+80.62
P.I. 22+03.08
P.R.C.23+25.50
P.R.C.23+25.50
P.I. 23+95.75
P.T. 24+65.97
6973742.9744
6973904.9131
6974061.2330
6974342.4020
6974412.2176
6974481.4842
6974481.4842
6974550.7508
6974620.5664
6975348.6315
6975488.3028
6975629.8498
6975629.8498
6975771.3967
6975911.0680
2487411.6456
2487412.3021
2487370.0097
2487293.9393
2487275.0507
2487254.2387
2487254.2387
2487233.4267
2487214.5380
2487017.5597
2486979.7716
2486949.7636
2486949.7636
2486919.7557
2486881.9675
N 013'56.
1522'16.5
N 1508'20.
N 1508'20.
135'04.5
N 1643'24.
N 1643'24.
135'04.5
N 1508'20.
N 1508'20.
310'10.1
N 1158'10.
N 1158'10.
310'10.1
N 1508'20.
321.94
144.64
144.64
289.31
289.31
161.94
72.33
72.33
144.69
144.69
1200.00
5230.00
5230.00
5230.00
5230.00
P.C. 14+01.49
P.I. 15+63.43
P.T. 17+23.43
P.C. 20+14.71
P.I. 20+87.03
P.R.C.21+59.35
P.R.C.21+59.35
P.I. 22+31.68
P.T. 23+03.99
P.C. 30+58.23
P.I. 32+02.93
P.R.C.33+47.54
P.R.C.33+47.54
P.I. 34+92.24
P.T. 36+36.86
35-S-RP-EN-DNT-01
35-S-RP-EN-DNT-02
P.C. 9+88.58
P.I. 11+13.96
P.T. 12+39.18
P.C. 17+50.65
P.I. 18+50.32
P.T. 19+49.93
6975277.1260
6975398.1492
6975516.0184
6975996.8655
6976090.5749
6976186.3323
2487080.4156
2487047.6727
2487004.9462
2486830.6434
2486796.6746
2486769.0009
N 1508'20.
447'10.1
N 1955'30.
N 1955'30.
348'21.4
N 1607'09.
250.60
199.28
125.37
99.68
3000.00
3000.00
35-S-CD-01
35-S-CD-02
35-S-CD-03
35-S-CD-04
35-S-CD-05
35-S-DNT-CD-01
35-S-DNT-CD-02
6976143.9694
6976390.3438
6976629.0570
6976629.0570
6976795.7522
6976966.3550
2486806.5245
2486739.8678
2486649.5381
2486649.5381
2486586.4602
2486534.8769
N 1508'20.
535'16.1
N 2043'36.
N 2043'36.
354'12.9
N 1649'23.
510.06
356.32
255.23
178.23
5230.00
5230.00
P.C. 20+00.00
P.I. 22+55.23
P.R.C.25+10.06
P.R.C.25+10.06
P.I. 26+88.29
P.T. 28+66.38
35-S-DNT-FR-01
35-S-DNT-FR-02
P.C. 9+99.34
P.I. 11+23.41
P.T. 12+47.42
P.C. 14+49.29
P.I. 14+76.29
P.T. 15+03.29
6976400.4121
6976517.9160
6976637.1707
6976831.2191
6976857.1742
6976883.0199
2486704.9877
2486665.1852
2486630.9840
2486575.3324
2486567.8887
2486560.0740
N 1842'46.
242'37.7
N 1600'08.
N 1600'08.
049'14.5
N 1649'23.
248.08
54.00
124.06
27.00
5244.00
3770.00
35-S-CD-06
35-S-CD-07
6976314.6430
6976515.4490
6976719.9358
6976719.9358
6976837.2322
6976952.4173
2486772.7802
2486718.4520
2486680.2445
2486680.2445
2486658.3282
2486627.1648
N 1508'20.
433'19.9
N 1035'00.
N 1035'00.
433'19.9
N 1508'20.
415.83
238.53
208.03
119.33
5230.00
3000.00
P.C. 40+54.94
P.I. 42+62.97
P.R.C.44+70.77
P.R.C.44+70.77
P.I. 45+90.10
P.T. 47+09.30
35-N-RP-EX-CONT-01
35-N-RP-EX-CONT-02
35-N-RP-EX-CONT-03
35-N-RP-EX-CONT-04
35-N-RP-EX-CONT-05
35-N-RP-EX-CONT-06
6971615.7466
6971854.1379
6972093.3523
6972355.7085
6972466.9320
6972575.8363
6972691.6784
6972796.6593
6972901.6844
6973374.8993
6973530.0767
6973686.9798
6973686.9798
6973840.5533
6973992.4794
6974106.8745
6974187.4642
6974266.9930
2487757.8524
2487733.6262
2487747.5478
2487762.8162
2487769.2891
2487792.7931
2487817.7944
2487840.4517
2487818.0005
2487716.8416
2487683.6693
2487659.9660
2487659.9660
2487636.7656
2487604.4927
2487580.1924
2487563.0732
2487541.5566
N 548'09.
908'00.2
N 319'50.
N 319'50.
850'53.6
N 1210'44.
N 1210'44.
2414'43.4
N 1203'59.
N 1203'59.
328'32.7
N 835'26.
N 835'26.
324'07.3
N 1159'33.
N 1159'33.
308'46.3
N 1508'20.
478.22
222.38
211.58
317.27
310.54
164.73
239.62
111.41
107.40
158.68
155.32
82.39
3000.00
1440.00
500.00
5230.00
5230.00
3000.00
P.C. 9+84.11
P.I. 12+23.73
P.T. 14+62.33
P.C. 17+25.13
P.I. 18+36.54
P.T. 19+47.51
P.C. 20+66.02
P.I. 21+73.42
P.T. 22+77.60
P.C. 27+61.51
P.I. 29+20.19
P.R.C.30+78.78
P.R.C.30+78.78
P.I. 32+34.10
P.T. 33+89.32
P.C. 35+06.27
P.I. 35+88.66
P.T. 36+71.00
| 35-N-EBWR-CONT (DESIGN SPEED: 40 MPH)
512.0035-N-EBWR-CONT-01
P.C. 21+15.08
P.I. 21+62.14
P.T. 22+08.93
6972811.1338
6972858.1745
6972904.1929
2487840.8570
2487839.5727
2487829.7354
N 133'49.
1030'09.5
N 1203'59.
93.85 47.06
S-CD-RP-EX-WR-01
S-CD-RP-EX-WR-02
P.C. 10+21.77
P.I. 10+93.48
P.T. 11+65.09
P.C. 13+66.59
P.I. 15+04.36
P.T. 16+40.94
6973551.7065
6973623.3093
6973694.9711
6973896.3445
6974034.0309
6974167.0233
2487388.1301
2487391.9983
2487389.4459
2487382.2734
2487377.3692
2487341.3881
N 305'32.
507'55.9
N 202'23.
N 202'23.
1305'56.6
N 1508'20.
143.32
274.35
71.71
137.77
1600.00
1200.00
35-S-RP-EX-CONT-01
35-S-RP-EX-CONT-02
35-S-RP-EX-CONT-03
P.C. 10+00.00
P.I. 10+46.50
P.T. 10+92.98
P.C. 11+85.37
P.I. 12+90.60
P.T. 13+95.63
P.C. 16+13.99
P.I. 17+65.97
P.T. 19+17.69
6973824.0518
6973870.5487
6973916.9707
6974009.2012
6974114.2552
6974218.0907
6974433.5497
6974583.5166
6974730.2233
2487359.8664
2487359.3576
2487356.6687
2487351.3265
2487345.2416
2487328.1659
2487292.7338
2487268.0719
2487228.3803
N 037'37.
241'16.5
N 318'53.
N 318'53.
601'25.2
N 920'19.
N 920'19.
548'01.0
N 1508'20.
92.98
210.27
303.70
46.50
105.23
151.98
1982.00
2000.00
3000.00
35-S-RP-EN-35E-01
35-S-RP-EN-35E-02
P.C. 10+00.00
P.I. 11+95.90
P.T. 13+86.90
P.C. 22+11.55
P.I. 23+22.35
P.T. 24+33.05
6968910.6939
6969089.0450
6969284.7908
6970108.7930
6970219.5066
6970329.5950
2487660.0532
2487579.0134
2487571.2589
2487538.6159
2487534.2300
2487521.6891
N 2426'10.
2210'0
N 216'06.
N 216'06.
413'4
N 629'56.
386.90
221.50
195.90
110.80
1000.00
3000.00
35-S-RP-EN-CD-01 127.96 64.07 1000.00
P.C. 16+92.06
P.I. 17+56.13
P.T. 18+20.02
6972461.1607
6972525.1947
6972588.9764
2487556.8247
2487558.9502
2487552.8865
N 154'03.
719'5
N 525'50.
35-S-FR1-01
35-S-FR1-02
35-S-FR1-03
35-S-FR1-04
35-S-FR1-05
6971112.3736
6971152.0577
6971191.7857
6971276.4895
6971428.6718
6971581.1703
6971888.6159
6971943.2869
6971997.9281
6972124.1954
6972277.0454
6972420.0159
6972420.0159
6972544.4340
6972676.8798
2487496.2649
2487499.4384
2487502.0040
2487507.4739
2487517.3015
2487516.8039
2487515.8005
2487515.6221
2487517.4358
2487521.6269
2487526.7003
2487472.4023
2487472.4023
2487425.1502
2487412.0838
N 434'19.
052'38.2
N 341'41.
N 341'41.
352'54.7
N 011'13.
N 011'13.
205'17.0
N 154'03.
N 154'03.
2241'49.5
N 2047'45.
N 2047'45.
1509'42.3
N 538'03.
79.62
304.88
109.33
301.86
264.62
39.81
152.50
54.67
152.93
133.09
5200.00
4500.00
3000.00
762.00
1000.00
35-S-RP-EX-30E-01
35-S-RP-EX-30E-02
35-S-RP-EX-30E-03
35-S-RP-EX-30E-04
35-S-RP-EX-30E-05
35-S-RP-EX-30E-06
P.C. 5+86.83
P.I. 9+11.54
P.T. 11+65.13
P.C. 15+30.83
P.I. 17+15.17
P.T. 18+99.27
P.C. 23+55.89
P.I. 24+99.57
P.T. 26+42.08
P.C. 29+23.61
P.I. 30+30.09
P.I. 32+72.51
P.I. 34+59.83
P.T. 35+11.38
6968813.9991
6968968.7362
6969292.8616
6969657.9162
6969841.9238
6970024.2503
6970475.8874
6970617.9964
6970761.2976
6971042.0907
6971148.2941
6971254.6266
6971254.6266
6971390.3836
6971526.2348
6971526.2348
6971577.7533
6971629.3081
2487367.0589
2487652.5247
2487633.1086
2487611.2408
2487600.2181
2487573.0634
2487505.7989
2487484.6339
2487495.0126
2487515.3492
2487523.0410
2487528.6755
2487528.6755
2487535.8691
2487530.7546
2487530.7546
2487528.8151
2487528.6468
N 6132'24.
6458'05.2
N 325'41.
N 325'41.
502'34.7
N 828'15.
N 828'15.
1236'48.6
N 408'32.
N 408'32.
106'33.2
N 301'59.
N 301'59.
511'21.3
N 209'21.
N 209'21.
158'08.6
N 011'13.
578.29
368.44
286.19
212.96
271.71
103.10
324.71
184.34
143.68
106.48
135.95
51.56
510.00
4186.00
1300.00
11000.00
3000.00
3000.00
P.C.C. 31+36.57
P.C.C. 31+36.57
P.R.C. 34+08.28
P.R.C. 34+08.28
35-S-GP-01
35-S-GP-02
35-S-GP-03
35-S-GP-04
35-S-GP-05
35-S-GP-06
35-S-GP-07
35-S-GP-08
6968293.2501
6968634.3778
6969265.3871
6969569.9016
6969730.9662
6969889.9108
6970360.8543
6970699.7312
6971043.2645
6971043.2645
6971272.2720
6971501.7943
6971717.1556
6971833.9504
6971950.8108
6972476.0714
6972742.9503
6973008.2880
6973709.0202
6973958.7957
6974201.3035
6977276.6619
6977800.3835
6978100.3985
2488368.2554
2487834.9971
2487784.4025
2487759.9863
2487747.0721
2487717.9992
2487631.8580
2487569.8733
2487595.6528
2487595.6528
2487612.8381
2487620.5367
2487627.7603
2487631.6778
2487631.5255
2487630.8409
2487630.4931
2487601.8510
2487526.2098
2487499.2475
2487433.6369
2486601.5975
2486459.9044
2486007.8509
N 5723'33.
5248'30.8
N 435'03.
N 435'03.
546'52.6
N 1021'55.
N 1021'55.
1439'25.4
N 417'29.
N 417'29.
222'13.7
N 155'15.
N 155'15.
159'44.7
N 004'28.
N 004'28.
605'10.7
N 609'39.
N 609'39.
858'40.7
N 1508'20.
N 1508'20.
4117'23.8
N 5625'44.
1175.15
322.89
685.24
459.24
233.70
533.26
501.42
1037.73
633.03
161.58
344.50
229.65
116.86
266.88
251.23
542.55
1275.00
3200.00
2678.65
11100.00
6709.18
5020.00
3200.00
1440.00
P.R.C.5113+26.84
P.R.C.5113+26.84
P.C. 163+87.00
P.I. 164+26.81
P.T. 164+66.62
P.C. 165+51.50
P.I. 167+04.00
P.T. 168+56.38
P.C. 171+63.83
P.I. 172+18.50
P.T. 172+73.16
P.C. 173+99.49
P.I. 175+52.43
P.R.C.177+01.35
P.R.C.177+01.35
P.I. 178+34.44
P.T. 179+65.97
P.C. 5083+59.32
P.I. 5089+92.35
P.T. 5095+34.47
P.C. 5098+39.96
P.I. 5100+01.54
P.T. 5101+62.85
P.C. 5106+41.60
P.I. 5109+86.10
P.I. 5115+56.49
P.T. 5117+86.08
P.C. 5120+01.56
P.I. 5121+18.42
P.T. 5122+35.26
P.C. 5127+60.52
P.I. 5130+27.40
P.T. 5132+93.78
P.C. 5139+98.58
P.I. 5142+49.80
P.T. 5145+00.00
P.C. 5176+85.93
P.I. 5182+28.48
P.T. 5187+23.66
35-N-CD-01
35-N-CD-02
35-N-CD-03
35-N-CD-04
35-N-CD-05
6973595.4149
6973620.3809
6973645.4153
6974112.5837
6974255.8288
6974396.6453
6974396.6453
6974537.6125
6974681.0132
6976950.0639
6977107.5391
6977262.0527
6977611.1553
6977673.6519
6977737.4079
2487751.3835
2487744.3609
2487737.5862
2487611.1631
2487572.3988
2487525.5744
2487525.5744
2487478.6999
2487439.9028
2486826.0102
2486783.4052
2486731.0686
2486612.8210
2486591.6522
2486574.6488
N 1542'38.
034'05.6
N 1508'32.
N 1508'32.
315'02.0
N 1823'34.
N 1823'34.
315'14.6
N 1508'20.
N 1508'20.
334'23.6
N 1842'43.
N 1842'43.
346'45.3
N 1455'58.
51.87
296.72
297.03
326.17
131.92
25.93
148.40
148.56
163.14
65.98
5230.00
5230.00
5230.00
5230.00
2000.00
P.C. 29+23.53
P.I. 29+49.46
P.T. 29+75.40
P.C. 34+59.37
P.I. 36+07.77
P.R.C.37+56.08
P.R.C.37+56.08
P.I. 39+04.64
P.T. 40+53.12
P.C. 64+03.75
P.I. 65+66.88
P.T. 67+29.91
P.C. 70+98.50
P.I. 71+64.48
P.C.C.72+30.42
35-N-RP-EN-CD-01
35-N-RP-EN-CD-02
35-N-RP-EN-CD-03
35-N-RP-EN-CD-04
35-N-RP-EN-CD-05
35-N-RP-EN-CD-06
6972321.2365
6972455.4448
6972589.4921
6972661.8879
6972708.7876
6972754.5114
6973019.9271
6973144.1587
6973267.2377
6973267.2377
6973316.5489
6973365.5857
6973365.5857
6973601.3312
6973842.5825
6973842.5825
6973946.3612
6974048.4478
2487731.9151
2487727.7097
2487735.5109
2487739.7241
2487742.4535
2487753.2411
2487815.8601
2487845.1698
2487811.3449
2487811.3449
2487797.7931
2487783.2796
2487783.2796
2487713.5057
2487666.1547
2487666.1547
2487645.7858
2487618.1596
N 147'41.
507'31.7
N 319'50.
N 319'50.
956'39.2
N 1316'29.
N 1316'29.
2838'30.1
N 1522'00.
N 1522'00.
107'13.6
N 1629'14.
N 1629'14.
522'58.1
N 1106'15.
N 1106'15.
402'16.8
N 1508'32.
268.37
93.72
249.95
102.28
491.35
211.43
134.27
46.98
127.64
51.14
245.85
105.76
3000.00
540.00
500.00
5230.00
5230.00
3000.00
P.C. 9+92.88
P.I. 11+27.15
P.T. 12+61.25
P.C. 13+33.77
P.I. 13+80.75
P.T. 14+27.49
P.C. 17+00.19
P.I. 18+27.83
P.C.C.19+50.14
P.C.C.19+50.14
P.I. 20+01.28
P.R.C.20+52.41
P.R.C.20+52.41
P.I. 22+98.27
P.R.C.25+43.76
P.R.C.25+43.76
P.I. 26+49.52
P.T. 27+55.19
708.39
232.61
273.97
301.74
318.87
| 35-S-GP STA 5162+00
| 35-S-GP
EXISTING
5 LANES @ 12'
60'14'8'
SH LANE
EXI
STI
NG
RO
W
LANELANELANE
11'11'11'
EXISTING GROUND
14'
SUPERELEVATION
STATION LT RT DESCRIPTION
| 35-N-GP MATCH CROSS SLOPE AND SUPER OF EXISITNG | 35-N-GP
| 35-S-GP MATCH CROSS SLOPE AND SUPER OF EXISITNG | 35-S-GP
| 35-S-CD
| 35-N-CD
| 35-S-RP-EN-35E
| 35-S-RP-EX-30E
| 35-S-RP-EN-CD
21+43.90
21+00.00
18+50.00
17+80.00
17+00.00
16+30.00
-3.21%
-2.00%
-2.00%
-4.79%
-4.79%
-2.00%
+3.21%
+2.00%
+2.00%
+4.79%
+4.79%
+2.00%
END TRANSITION/MATCH EXISTING
BEGIN TRANSITION
END TRANSITION
END FULL SUPER/BEGIN TRANSITION
END TRANSITION/BEGIN FULL SUPER
BEGIN TRANSITION
| 35-N-RP-EX-CONT
| 35-N-RP-EN-CD
| 35-S-RP-EX-CONT 13+53.08
13+90.00
14+30.00
-3.29%
-2.00%
+3.29%
+2.00%
| 35-N-RP-EX-HILINE
24+70.00
24+40.00
+0.85%
+2.00%
-0.85%
-2.00%
END TRANSITION/MATCH EXISTING
BEGIN TRANSITION
| 35-S-FR1
| 35-S-FR2
179+65.97
221+75.89
| 35-S-CD-RP-EX-WR
| 35-N-CD-RP-EN-35N
| 35-S-RP-EN-DNT
| 35-S-DNT-CD
| 35-S-DNT-FR
15+40.00
13+60.00
10+00.00
-2.00%
+5.28%
+5.28%
+2.00%
-5.28%
-5.28%
20+00.00
19+00.00
-2.50%
-2.00%
+2.50%
+2.00%
END TRANSITION
BEGIN TRANSITION
13+04.99 +2.50%
+2.00%
-2.50%
-2.00%
-2.00%
-2.00%
+2.00%
+2.00%
MATCH 35-S-GP/BEGIN TRANSITION
MATCH 35-S-FR2
MATCH 35-S-CD
24+61.87
23+21.36
| 35-S-CD 10+89.40
12+75.00
13+20.00
14+00.00
17+20.00
18+00.00
43+70.00
44+17.50
+2.37%
-2.00%
-2.00%
-4.38%
-4.38%
-2.00%
-2.00%
-2.85%
-2.37%
+2.00%
+2.00%
+4.38%
+4.38%
+2.00%
+2.00%
+2.85%
| 35-N-EBWR-CONT
19+75.88
18+55.00
13+85.00
13+01.57
-2.83%
+2.00%
+2.00%
+5.23%
+2.83%
-2.00%
-2.00%
-5.23%
END TRANSITION/MATCH 35-N-RP-EX-CONT
BEGIN TRANSITION
END TRANSITION
MATCH EXISTING/BEGIN TRANSITION
END TRANSITION/MATCH EXISTING
BEGIN TRANSITION
END TRANSITION
END FULL SUPER/BEGIN TRANSITION
END TRANSITION/BEGIN FULL SUPER
BEGIN TRANSITION
END TRANSITION
MATCH EXISTING/BEGIN TRANSITION
27+50.00
27+35.46
26+40.66
25+60.00
24+40.00
22+40.00
21+30.00
18+85.00
17+75.00
17+25.13
-2.00%
-1.80%
-1.13%
+2.00%
+2.00%
-6.00%
-6.00%
+4.00%
+4.00%
+2.00%
+2.00%
+1.80%
+1.13%
-2.00%
-2.00%
+6.00%
+6.00%
-4.00%
-4.00%
-2.00%
END TRANSITION
MATCH EXISTING/BEGIN TRANSITION
END TRANSITION/MATCH EXISTING
BEGIN TRANSITION
END TRANSITION
END FULL SUPER/BEGIN TRANSITION
END TRANSITION/BEGIN FULL SUPER
END FULL SUPER/BEGIN TRANSITION
END TRANSITION/BEGIN FULL SUPER
BEGIN TRANSITION
72+22.63
72+00.00
71+00.00
70+60.00
39+00.00
38+00.00
29+75.40
+3.74%
+3.29%
+3.29%
+2.00%
+2.00%
-2.00%
-2.00%
-3.74%
-3.29%
-3.29%
-2.00%
-2.00%
+2.00%
+2.00%
END TRANSITION/MATCH EXISTING
END FULL SUPER/BEGIN TRANSITION
END TRANSITION/BEGIN FULL SUPER
BEGIN TRANSITION
END TRANSITION
BEGIN TRANSITION
MATCH EXISTING/MATCH 35-N-RP-EN-CD
13+67.84
13+20.00
11+90.00
11+60.00
10+45.00
10+20.00
-4.38%
-2.00%
-2.00%
-3.20%
-3.20%
-2.22%
+4.38%
+2.00%
+2.00%
+3.20%
+3.20%
+2.22%
END TRANSITION/MATCH 35-S-CD
END FULL SUPER/BEGIN TRANSITION
END TRANSITION/BEGIN FULL SUPER
END FULL SUPER/BEGIN TRANSITION
END TRANSITION/BEGIN FULL SUPER
MATCH EXISTING/BEGIN TRANSITION
-1.43%
-2.00%
-2.00%
-3.29%
-3.29%
-2.00%
-2.00%
-2.93%
+1.43%
+2.00%
+2.00%
+3.29%
+3.29%
+2.00%
+2.00%
+2.93%190+00.00
190+60.00
193+70.00
194+55.00
194+60.00
195+45.00
221+40.00
END TRANSITION/MATCH EXISTING
BEGIN TRANSITION
END TRANSITION
END FULL SUPER/BEGIN TRANSITION
END TRANSITION/BEGIN FULL SUPER
BEGIN TRANSITION
END TRANSITION
MATCH EXISTING/BEGIN TRANSITION
-3.29% +3.29%
MATCH 35-S-FR2
BEGIN TRANSITION
END TRANSITION/MATCH EXISTING
-2.14%
-2.00%
-2.00%
-2.26%
+2.14%
+2.00%
+2.00%
+2.26%
END TRANSITION/MATCH EXISTING
BEGIN TRANSITION
END TRANSITION
MATCH EXISTING/BEGIN TRANSITION
179+55.00
161+30.00
161+14.89
33+05.00
32+85.00
31+40.00
31+20.00
27+80.00
26+20.00
23+80.00
22+20.00
12+50.00
11+50.00
10+00.00
+2.00%
+2.42%
+2.42%
+2.00%
+2.00%
-4.22%
-4.22%
+2.00%
+2.00%
+5.93%
+5.93%
-2.00%
-2.42%
-2.42%
-2.00%
-2.00%
+4.22%
+4.22%
-2.00%
-2.00%
-5.93%
-5.93%
24+00.00
20+40.00
19+40.00
16+60.00
13+70.00
13+55.00
12+55.00
-2.00%
-2.00%
-5.98%
-5.98%
+5.91%
+5.91%
+2.00%
+2.00%
+2.00%
+5.98%
+5.98%
-5.91%
-5.91%
-2.00%
END FULL SUPER/MATCH 35-N-RP-EX-CONT
END TRANSITION/BEGIN FULL SUPER
END FULL SUPER/BEGIN TRANSITION
END TRANSITION/BEGIN FULL SUPER
END FULL SUPER/BEGIN TRANSITION
END TRANSITION/BEGIN FULL SUPER
BEGIN TRANSITION
END TRANSITION
END FULL SUPER/BEGIN TRANSITION
END TRANSITION/BEGIN FULL SUPER
END FULL SUPER/BEGIN TRANSITION
END TRANSITION/BEGIN FULL SUPER
END FULL SUPER/BEGIN TRANSITION
END TRANSITION/BEGIN FULL SUPER
BEGIN TRANSITION
END TRANSITION
END FULL SUPER/BEGIN TRANSITION
MATCH EXISTING/BEGIN FULL SUPER
END TRANSITION
END FULL SUPER/BEGIN TRANSITION
MATCH EXISTING/BEGIN FULL SUPER
14+00.00
15+90.22 +2.00% -2.00%
END TRANSITION/BEGIN FULL SUPER
END FULL SUPER/MATCH 35-S-FR2
14+00.00
13+80.00
12+34.97
-1.56%
-2.00%
-2.00%
+1.56%
+2.00%
+2.00%
END TRANSITION/MATCH EXISTING
END FULL SUPER/BEGIN TRANSITION
MATCH 35-S-FR2/BEGIN FULL SUPER
| 35-N-GP STA 5125+00
| 35-N-GP
5 LANES @ 11'
55'22'
LANE
24'
LANE
1'1'
8'14'3'
LANE
10'
SH
EXISTING
EXISTING GROUND
| 35-N-GP STA 5165+00
| 35-N-GP
EXISTING
6 LANES @ 11'
5' 14'
LANE
2'
SH
EXI
STI
NG
RO
W
EXISTING GROUND
66' 60'
EXI
STI
NG
RO
W
| 35-N-GP
| 35-N-GP STA 5140+00
60'
5 LANES @ 12'
6'12'12'
SHLANELANE
| 35-N-RP-EX-CONT
14'
LANE
PGL
PGL
| 35-N-CD
| 35-N-RP-EN-CD
14'4' 14' 2'11'
LANE LANE SHSH GORE
2.6%
1.9%
12'
EXISTING GROUND
RETAINING WALLRETAINING WALL
RETAINING WALL
EXI
STI
NG
RO
W
| 35-N-GP STA 5155+00
| 35-N-GP
EXISTING GROUND
| 35-N-CD
PGL
84'
7 LANES @ 12'
4'
1'
EXISTING BRIDGE
WIDEN EXISTING BRIDGE 8'
2'2' 12'12'
LANE LANE SHSH
1'
1'
ACCESS ROADPROPOSED ONCOR
| 35-N-GP STA 5165+00
| 35-N-GP STA 5170+00
| 35-N-GP STA 5130+00
| 35-N-GP STA 5125+00| 35-S-GP STA 5115+00
| 35-S-GP STA 5125+00
| 35-S-GP STA 5140+00
| 35-S-GP STA 5145+00
| 35-S-GP STA 5162+00
| 35-S-GP STA 5170+50
2.0%
2.5%
1'
EXI
STI
NG
RO
W
| 35-N-GP
72'
6 LANES @ 12'
14'2' 2'
| 35-N-CD-RP-EN-35N
2.0%
2.0%
| 35-N-CD
PGL
PGL
14'4' 2'
SHLANE
LANE
1'
10'
10'
ACCESS ROADPROPOSED ONCOR
EXISTING GROUND
SHSH
SH
| 35-N-RP-EX-HILINE14'2' 4'
SH LANE SH
MAX4:1
EXI
STI
NG
RO
W| 35-N-GP
EXISTING GROUND
72'
6 LANES @ 12'
14'6' 2'
LANE SH
| 35-N-CD-RP-EN-35N
14'4' 2'
SHLANESH
2.0%
| 35-N-CD
PGL
2.5%
RETAINING WALL
RETAINING WALL
RETAINING WALL
SH
| 35-N-RP-EX-HILINE
PGL
6'
LANE LANE
2.0%
2.0%
| 35-N-GP
| 35-N-GP
5 LANES @ 11'
RETAINING WALLRETAINING WALL
MAX3:
1
| 35-N-RP-EN-CD
14'4' 8'
SH LANE SH
2.8%
PGL
PGL
3:1 MAX
14'2'
SH LANE
MAX
3:1
72'
6 LANES @ 12'
14' 6'
LANE SH
3:1 MAX
LANE
8'
SH
14'
PGL
MAX
4:1
MAX4:1
29'
29'
2.5%2.0%
| 35-S-GP
48'
4 LANES @ 12'
| 35-S-CD
| 35-S-FR2
| 35-S-DNT-FR
| 35-S-DNT-CD
14' 2'
LANE SH
14'
LANE
11'14'
1' 1'
LANE LANE
6' 12'12'
LANE LANESH
EXI
STI
NG
RO
W
| 35-S-GP
48'
4 LANES @ 12'SH
12'12'
LANE LANESH
PGL
| 35-S-CD
12'
LANE
6' 14' 2'
LANESH SH
| 35-RP-EN-DNT
PGL
2.0%
2.0% 2.0%
2.0%
| 35-S-FR2
11'14'
1'
LANE LANE
PGL
6.5'
SW
EXISTING GROUND
EXISTING GROUND
1'1'
1' 1'
1'1'
EXI
STI
NG
RO
W
| 35-S-GP
48'
4 LANES @ 12'SH
10'
| 35-S-RP-EX-CONT14'
LANE
| 35-S-FR2
11'14'
1'
LANE LANESW
LANE
12'12'
LANE
PGL
| 35-S-CD
4'
SH
1'1'
EXISTING GROUND
EXI
STI
NG
RO
W
| 35-S-GP
48'
4 LANES @ 12'SH
10'
LANE
12'12'
LANE
| 35-S-CD
14'8'
LANESH
MAX
3:1
MAX3:1
EXI
STI
NG
RO
W
| 35-S-GP
3 LANES @ 12'SH
10'
EXISTING GROUND
EXISTING GROUND
| 35-S-FR2
1'
LANE LANE
6.5'
SW
RETAINING WALL
| 35-S-FR1
1' 4'
LANE LANE
2.0%
PGL
14'
LANE
14' 12'
SW
6.5'
| 35-S-GP
5 LANES @ 12'
60'
| 35-S-FR1
| 35-S-RP-EX-30E
14'
14'
LANE
LANE
1'
RETAINING WALL
PGL PGL
EXI
STI
NG
RO
W
13'
EXISTING GROUND
2.0%
GROUNDEXISTING
3:1 MAX
4:1 MAX
14'4' 8'
LANE
| 35-N-RP-EX-CONT
| 35-N-EBWR-CONT
11'
TAPER
SHLANE
7'
8'
| 35-N-EBWR-CONT
27'
36'
54'
6.5'
1'
3'
GORE2'
2' SH
1' GORE
MAX3:1
4'
SH
6' GORE
MAX3:1
EXI
STI
NG
RO
W
122'
MAX3:
1MAX
3:1
12' 12'
3:1 MAX
MAX
3:1
RIGHT-TURNSLOCUM
10'
1'
| 35-N-RP-EX-CONT
EXISTING GROUND
4.5%
PGLPGL
2.0%2.0%DRIVEWAY
MAX
3:1MAX3:1
EXISTING COLUMN EXISTING COLUMN
11' 1'11'
4'
2' SH
2' SH
3.1%
PGLPGL
3.0%
RETAINING WALL
7'
1'
3.3%
PGL
3.3%
2' SH
2.0%
| 35-S-GP STA 5100+00
| 35-S-GP
48'
4 LANES @ 12'
10'
4'8'
EXISTING GROUND
SH LANE SH
14'8'
SH LANE SH14' 4'8'
SH LANE SH
2'
1'1'
| 35-S-RP-EN-35E | 35-S-RP-EX-30E
2.0%2.0%
3:1 MAX
14' 4'8'
SH LANE SH
12'12'
LANE
PGLPGL
RETAINING WALL
(TO BE REMOVED)EXISTING RETAINING WALL
SW
1'1'
14'
LANE
2'
| 35-S-RP-EN-CD
59'
MAX3:1
2.0%
13'
DRIVEWAY
6.5'
4' SH 2' SH
2' SH
| 35-S-CD-RP-EX-WR
2' SH
4' SH
1'
1'
2' SH
8'
1'
5'
1'
1'1'
1'
7'
2' SH2' SH
18'
NOTESEE
(VARIES FROM 12' TO 24')NOTE: LANE TRANSITION
EXISTING COLUMN
3'
1'
5'
3'
1'
1'
1'
1'1' 1'
1'
1' 1' 1' 1'
1'
1' 1'1'
1'
1'
1'
4' 3'
8'
7'
9'
SH
SH
SH
SH
2'
SH
9'
SH
55'
| 35-S-RP-EN-35E STA 10+00.00
BEGIN CONSTRUCTION
| 35-N-RP-EX-HILINE STA 24+50.00
END WALL
| 35-S-CD STA 16+92.76
END WALLS/BEGIN BRIDGE
EXIST. 60" RCP
EXIST. 108" RCP
EXIST. 36" RCP
54" RCP
EXIST.
36" RCP
EXIST.
EXIST. 12' H.S. PIPE
EXIST. 3-96" RCP
48" RCP
EXIST.
EXIST. 30" RCP
STA 5089+00
BEGIN PROJECT
STA 5204+00
END PROJECT
STA 5089+00
BEGIN PROJECT
STA 5204+00
END PROJECT
PVI 17
+25.13
EL
EV. 399.48
PV
C 17
+35.00
EL
EV. 399.53
PVI 17
+95.00
EL
EV. 399.83
PV
T 18
+55.00
EL
EV. 399.53
PVI 22
+90.00
EL
EV. 397.36
PV
T 23
+50.00
EL
EV. 397.66
PV
C 24
+00.00
EL
EV. 397.91
PVI 24
+60.00
EL
EV. 398.21
PV
RC 25
+20.00
EL
EV. 397.88
PVI 25
+80.00
EL
EV. 397.55
PV
T 26
+40.00
EL
EV. 398.73
PVI 26
+40.66
EL
EV. 398.74
PV
C 27
+55.00
PVI 28
+80.00
EL
EV. 396.57
PV
T 30
+05.00
EL
EV. 399.48
PV
C 32
+70.00
EL
EV. 405.65
PVI 33
+35.00
EL
EV. 407.16
PV
T 34
+00.00
EL
EV. 406.81
PVI 34
+21.19
EL
EV. 406.69
0.80% 0.51% -0.50% 0.50%
1.96%
2.33%
-0.55%-0.55%
L=120'
K=119 L=120'
K=120
L=120'
K=114
L=120'
K=48
L=250'
L=130'
K=45
ELEV. 397.66
PVC 22+30.00
PVI 27+47.15
ELEV. 398.65
-1.57%
K=64
EL
EV. 398.53
399.4
397.9
398.1
398.7
399.0
399.5
398.9
397.7
397.1
398.1
397.7
398.2
398.9
404.9
406.7
405.7
403.2
401.8
400.1
400.3
401.8
402.8
399.68
399.31
398.81
398.31
397.81
397.51
397.91
397.97
398.11
397.94
397.88
399.37
401.69
404.02
406.25
406.81
PVI 12
+53.85
EL
EV. 401.13
PV
C 12
+55.00
EL
EV. 401.16
PVI 13
+15.00
EL
EV. 402.48
PV
T 13
+75.00
EL
EV. 406.05
PVI 16
+28.00
EL
EV. 421.10
PV
T 17
+73.00
EL
EV. 420.37
PVI 18
+40.00
EL
EV. 420.04
PV
C 19
+40.00
EL
EV. 422.74
PVI 20
+95.00
EL
EV. 426.92
PV
T 22
+50.00
EL
EV. 420.43
PVI 23
+34.62
EL
EV. 416.88
1.70%
2.20%
5.95
%
-0.50%2.70%
-4.19%
L=120'
K=32
L=290'
K=45
L=120'
K=38
L=310'
K=45
LIGHTING
REQUIRES
10+00 15+00 20+00
399.8
400.4
400.7
400.6
399.5
398.8
398.2
397.6
400.4
401.2
400.4
399.8
399.4
398.8
398.3
402.46
407.53
413.45
417.91
420.15
420.29
421.66
423.96
424.21
422.24
418.33
PVI 13+63.57
ELEV. 418.05
PV
C 16
+00.00
EL
EV. 409.42
PVI 17
+55.00
EL
EV. 403.76
PV
T 19
+10.00
EL
EV. 405.37
PV
C 19
+85.00
EL
EV. 406.15
PVI 21+00.00
ELEV. 407.34
PV
T 22
+15.00
EL
EV. 402.58
PVI 23
+85.00
EL
EV. 395.54
-3.15%
-3.65%
1.04%
-4.14%0.50%
1.16%
L=310'
K=66 L=230'
K=44
L=300'
K=65
PVI 25
+35.47
EL
EV. 396.29
399.4
399.4
398.7
398.3
398.2
398.2
399.7
400.1
400.1
400.7
401.5
404.2
407.1
410.2
413.1
415.3
403.3
402.3
411.4
419.1
418.2
416.1
413.8
411.4
409.5
408.7
408.9
408.8
410.1
411.2
410.6
409.6
420.61
416.42
412.29
409.33
407.91
407.26
406.99
408.20
410.96
414.89
418.89
422.89
426.89
430.89
434.89
438.89
442.89
446.89
450.89
453.97
454.80
453.35
449.91
446.20
442.48
438.77
435.98
434.72
434.92
435.51
435.85
435.37
434.77
434.16
433.56
432.96
431.92
430.27
428.61
426.94
426.06
426.73
428.96
432.74
399.4
399.4
398.7
398.3
398.2
398.2
399.7
400.1
400.1
400.7
401.5
404.2
407.1
410.2
413.1
415.3
403.3
402.3
411.4
419.1
418.2
416.1
413.8
411.4
409.5
408.7
408.9
408.8
410.1
411.2
410.6
409.6
420.61
416.42
412.29
409.33
407.91
407.26
406.99
408.20
410.96
414.89
418.89
422.89
426.89
430.89
434.89
438.89
442.89
446.89
450.89
453.97
454.80
453.35
449.91
446.20
442.48
438.77
435.98
434.72
434.92
435.51
435.85
435.37
434.77
434.16
433.56
432.96
431.92
430.27
428.61
426.94
426.06
426.73
428.96
432.74
408.4
405.7
400.1
396.2
405.3
405.6
405.3
404.5
421.5
427.2
429.7
430.8
433.2
414.9
414.0
420.61
416.42
412.29
409.33
407.91
407.26
406.99
408.20
410.96
414.89
418.89
422.89
426.89
430.89
434.89
438.89
442.89
446.89
450.89
453.97
454.80
453.35
449.91
446.20
442.48
438.77
435.98
434.72
434.92
435.51
435.85
435.37
434.77
434.16
433.56
432.96
431.92
430.27
428.61
426.94
426.06
426.73
428.96
432.74
380
400
420
440
460460
360
380
400
420
440
460460
360
DESIGN SPEED 40 MPH
35-S-RP-EN-35E
380
400
420
440
460460
360
380
400
420
440
460460
360
480 480
480 480
380
400
420
440
460460
360
480
380
400
420
440
460460
360
480
DESIGN SPEED 40 MPH
35-S-RP-EX-30EDESIGN SPEED 40 MPH
35-S-FR1
380
400
420
440
460460
360
380
400
420
440
460460
360
DESIGN SPEED 40 MPH
35-S-RP-EN-CD
DESIGN SPEED 40 MPH
35-N-RP-EX-CONT
380
400
420
440
360
380
400
420
440
360
380
400
420
440
360
380
400
420
440
360
340 340
380
400
420
440
360
380
400
420
440
360
DESIGN SPEED 40 MPH
35-N-RP-EN-CD
DESIGN SPEED 35 MPH
35-S-CD-RP-EX-WR
380
400
420
360
340
380
400
420
360
340
380
400
420
440
360
380
400
420
440
360
DESIGN SPEED 40 MPH
35-S-FR2
DESIGN SPEED 40 MPH
35-S-RP-EX-CONT
380
400
420
440
360
380
400
420
440
360
DESIGN SPEED 40 MPH
35-N-RP-EX-HILINE
380
400
420
440
460
380
400
420
440
460
DESIGN SPEED 40 MPH
35-N-CD-RP-EN-35N
380
400
420
360
440
380
400
420
360
440
380
400
420
440
380
400
420
440
DESIGN SPEED 40 MPH
35-S-RP-EN-DNT
DESIGN SPEED 40 MPH
35-S-DNT-CD
DESIGN SPEED 40 MPH
35-S-DNT-FR
380
400
420
440
460
380
400
420
440
460
340 340
380
400
420
440
460460
360
380
400
420
440
460460
360
DESIGN SPEED 40 MPH
35-N-EBWR-CONT
340 340
DESIGN SPEED 40 MPH
35-N-CD
DESIGN SPEED 40 MPH
35-S-CD
380
400
420
440
460460
360
480
380
400
420
440
460460
360
480
380
400
420
440
460460
360
480
380
400
420
440
460460
360
480
360 360
SHEET 2 OF 2SHEET 2 OF 2
2016 by Texas Department of Transportation;
Texas Department of TransportationR
c
all rights reserved
The HNTB Companies
HNTB Corporation
Engineers Architects Planners
HORIZONTAL
VERTICAL
0 100 200
0 20 40
DATE APPROVED
DATE SUBMITTED
DATE REVISED
OR PERMIT PURPOSES.
CONSTRUCTION, BIDDING
NOT INTENDED FOR
HIGHWAY CLASSIFICATION
URBAN FREEWAY
DALLAS DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
DESIGN SCHEMATIC
JAMES K. SELMAN, P.E. - DISTRICT ENGINEER
ROADWAY TYPE DESIGN SPEED
40 MPHFRONTAGE ROADS
CROSS-STREETS
GENERAL PURPOSE LANES 60 MPH
30 MPH
DALLAS COUNTYNOT TO SCALE
DALLAS DISTRICT
REVIEW.
INPUT AND TECHNICAL
RESULTING FROM PUBLIC
FURTHER DEVELOPMENTS
TO CHANGE BASED ON
PRELIMINARY SUBJECT
PROJECT LENGTH - 2.178 MILES
DALLAS COUNTY
I-35E
SERIAL NO. 101321 SHEET 1 OF 2
35E
TOLLDNT
366
TRINITY R
IVER
ELM
COMMERCE
35E
30
OAK L
AW
N
CONTINEN
TAL
HILINE
INDUSTR
IAL
MAIN
LAMAR
CADI
Z
HOUST
ON
JEFF
ERSO
N
McKINNON
HARRY
HINES
BECKLEY
COMMERCE
COLLECTOR-DISTRIBUTORS 40 MPH
FROM I-30 TO OAK LAWN AVENUE
CSJ: 0196-03-268
40 MPH++
SLIP RAMPS
DIRECT CONNECTOR.
EXISTING I-35E SOUTHBOUND TO WOODALL RODGERS WESTBOUND
FOR 35-S-CD-RP-EX-WR REQUIRES 35 MPH DESIGN SPEED TO MAINTAIN
ALL SLIP RAMPS ARE DESIGNED TO MEET 40 MPH DESIGN SPEED EXCEPT++
2PROFILES
1PLAN
SHEET
TABLE OF CONTENTS:
NICOLE M. CARRILLO, P.E.
UNDER THE SUPERVISION OF:
PREPARED BY HNTB
DATE: OCTOBER 20, 2016
2016 by Texas Department of Transportation;
Texas Department of TransportationR
c
all rights reserved
The HNTB Companies
HNTB Corporation
Engineers Architects Planners
HORIZONTAL
VERTICAL
0 100 200
0 20 40
DATE APPROVED
DATE SUBMITTED
DATE REVISED
OR PERMIT PURPOSES.
CONSTRUCTION, BIDDING
NOT INTENDED FOR
HIGHWAY CLASSIFICATION
URBAN FREEWAY
DALLAS DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
DESIGN SCHEMATIC
JAMES K. SELMAN, P.E. - DISTRICT ENGINEER
ROADWAY TYPE DESIGN SPEED
40 MPHFRONTAGE ROADS
CROSS-STREETS
GENERAL PURPOSE LANES 60 MPH
30 MPH
DALLAS COUNTYNOT TO SCALE
DALLAS DISTRICT
REVIEW.
INPUT AND TECHNICAL
RESULTING FROM PUBLIC
FURTHER DEVELOPMENTS
TO CHANGE BASED ON
PRELIMINARY SUBJECT
PROJECT LENGTH - 2.178 MILES
DALLAS COUNTY
I-35E
SERIAL NO. 101321 SHEET 1 OF 2
35E
TOLLDNT
366
TRINITY R
IVER
ELM
COMMERCE
35E
30
OAK L
AW
N
CONTINEN
TAL
HILINE
INDUSTR
IAL
MAIN
LAMAR
CADI
Z
HOUST
ON
JEFF
ERSO
N
McKINNON
HARRY
HINES
BECKLEY
COMMERCE
COLLECTOR-DISTRIBUTORS 40 MPH
FROM I-30 TO OAK LAWN AVENUE
CSJ: 0196-03-268
40 MPH++
SLIP RAMPS
DIRECT CONNECTOR.
EXISTING I-35E SOUTHBOUND TO WOODALL RODGERS WESTBOUND
FOR 35-S-CD-RP-EX-WR REQUIRES 35 MPH DESIGN SPEED TO MAINTAIN
ALL SLIP RAMPS ARE DESIGNED TO MEET 40 MPH DESIGN SPEED EXCEPT++
2PROFILES
1PLAN
SHEET
TABLE OF CONTENTS:
NICOLE M. CARRILLO, P.E.
UNDER THE SUPERVISION OF:
PREPARED BY HNTB
DATE: OCTOBER 20, 2016
| 35-S-RP-EN-35E
6.8'
SPANSPAN
BLVD.
REUNION
| 35-S-RP-EN-35E STA 16+72.15
BEGIN BRIDGE
MATCH HORSESHOE
MATCH 35-S-RP-EX-30E
GROUND
EXISTING
1.06%
PVI 10
+00.00
EL
EV. 396.70
PVI 12
+40.00
EL
EV. 399.24
PV
T 14
+35.00
EL
EV. 410.94
PVI 20
+00.00
EL
EV. 444.84
PVI 20+87.32
ELEV. 448.06
6.00
%
3.68%
L=390'
K=79
L=120'
K=52
PV
C 10
+45.00
EL
EV. 397.18
PVI 12
+40.00
EL
EV. 399.24
PV
T 14
+35.00
EL
EV. 410.94
PV
C 19
+40.00
EL
EV. 441.24
PV
T 20
+60.00
EL
EV. 447.05
1.06%
L=390'
K=79
L=120'
K=52
140'88'88'100'
SPANSPAN
3.02%
EXIST. 60" RCP
108" RCP
EXIST.
10+00 15+00 20+00
397.6
398.2
397.2
400.4
400.7
398.7
399.7
399.7
399.5
399.7
399.2
400.5
401.3
401.8
396.70
397.95
400.34
404.00
408.92
414.84
420.84
426.84
432.84
438.84
444.50
MATCH HORSESHOE
| 35-S-RP-EX-30E
EXISTING GROUND
MATCH 35-S-FR1
6.8'
5.5'
| 35-S-RP-EX-30E STA 10+00.00
BEGIN BRIDGE| 35-S-RP-EX-30E STA 27+99.00
END BRIDGE
BLVD.
REUNION
COMMERCE ST.
70'85'105'100'130'115'115'115'100'125'76'117'102'130'129'94'93'
SPAN SPAN SPAN SPANSPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN
VC=39.0'
VC=20.0'
REQUIRES LIGHTING
TO COMMERCE GORE
SB EXIT RAMP
3.00%
PVI 10
+00.00
EL
EV. 422.93
PV
C 20
+10.00
EL
EV. 453.23
PVI 22
+15.00
EL
EV. 459.38
PV
T 24
+20.00
EL
EV. 446.44
PV
C 30
+60.00
EL
EV. 406.05
PVI 31
+70.00
EL
EV. 399.11
PV
T 32
+80.00
EL
EV. 399.66
PVI 32
+84.73
EL
EV. 399.68
3.00%
-6.31%
0.50%
0.70%
L=410'
K=44
L=220'
K=32
VC=16.6'
EXIST. 60" RCP
EXIST. 108" RCP
EXIST. 36" RCP
10+00 15+00 20+00 25+00 30+00
396.7
399.1
401.5
399.2
399.2
399.5
399.9
399.2
399.7
399.0
398.6
399.9
401.8
403.6
416.6
420.1
419.2
403.7
404.1
404.7
403.9
402.7
400.8
399.3
399.4
400.4
422.93
425.93
428.93
431.93
434.93
437.93
440.93
443.93
446.93
449.93
452.93
455.01
454.83
452.38
447.66
441.39
435.08
428.77
422.46
416.15
409.84
403.77
400.25
MATCH EXISTINGMATCH EXISTING
EXISTING GROUND
| 35-S-FR1
VC=23.4'UP RAILROAD
EXISTING
PVI 161
+14.89
EL
EV. 403.52
PV
C 161
+15.00
EL
EV. 403.52
PVI 161
+75.00
EL
EV. 403.82
PV
T 162
+35.00
EL
EV. 403.14
PV
C 165
+55.00
EL
EV. 399.53
PVI 166
+30.00
EL
EV. 398.68
PV
T 167
+05.00
EL
EV. 399.52
PV
C 168
+55.00
EL
EV. 401.19
PVI 169
+30.00
EL
EV. 402.03
PV
T 170
+05.00
EL
EV. 400.90
PV
C 170
+90.00
EL
EV. 399.63
PVI 171
+80.00
EL
EV. 398.28
PV
T 172
+70.00
EL
EV. 399.22
PV
C 173
+40.00
EL
EV. 399.95
PVI 174
+00.00
EL
EV. 400.58
PV
T 174
+60.00
EL
EV. 400.22
PV
C 178
+10.00
EL
EV. 398.12
PVI 178
+70.00
EL
EV. 397.76
PV
T 179
+30.00
EL
EV. 398.06
PVI 179
+65.98
EL
EV. 398.24
0.50%-1.13% 1.12% -1.50% 1.04% -0.60%
0.50%
L=120'
K=74
L=150'
K=67
L=150'
K=57
L=180'
K=71
L=120'
K=73
L=120'
K=109
0.20%
0.40%
RCP
36"
EXIST.H.S. PIPE
EXIST. 12'
165+00 170+00 175+00
403.2
402.6
401.5
400.3
399.0
399.3
400.4
401.4
400.4
399.4
399.6
400.0
400.6
400.3
400.0
398.8
398.2
398.0
403.46
402.41
401.28
400.15
399.17
399.46
400.58
401.52
400.98
399.48
398.83
399.53
400.33
399.98
399.38
398.78
398.18
397.95
| 35-S-RP-EN-CD
EXISTING GROUND
MATCH 35-S-FR1MATCH EXISTING
VC=24.2'
EXIST WB WR
EXIST EB WR
PVI 14
+80.37
EL
EV. 400.38
PV
C 17
+15.00
EL
EV. 399.00
PVI 19+00.00
ELEV. 397.92
PV
T 20
+85.00
EL
EV. 406.24
PVI 21
+19.11
EL
EV. 407.78
-0.61% -0.59%
4.50%
4.63%
L=370'
K=73
H.S. PIPE
EXIST. 12'
3-96" RCP
EXIST.
15+00 20+00
399.8
399.2
399.3
399.8
400.4
400.9
402.6
406.8
400.26
399.68
399.09
399.00
400.27
402.92
406.92
-0.70%
1.95%
| 35-N-RP-EX-CONT
| 35-N-RP-EX-CONT
EXISTING GROUND
EXISTING GROUND
MATCH 35-N-GP
MATCH EXISTING
MATCH 35-N-CD
| 35-N-RP-EN-CD
VC=16.6'
VC=26.6'
VC=37.0'
TO CONTINENTAL
EXIST EB WR EXITEXIST EB WR
EXIST WB WR TO NB I-35
EXIST WB WR EXIT
LIGHTING
REQUIRES
4.2'
H.S. PIPE
EXIST. 12'
3-96" RCP
EXIST.
EXIST. 30" RCP
48" RCP
EXIST.
15+00 20+00 25+00 30+00 35+00
SPAN SPAN SPAN SPAN SPAN SPAN
80'115'90'
SPAN
MATCH 35-N-GP
MATCH 35-N-CD
| 35-N-RP-EN-CD
LIGHTING
REQUIRES
| 35-N-RP-EN-CD STA 14+56.64
BEGIN BRIDGE
| 35-N-RP-EX-CONT
VC=16.6'
AVENUE
CONTINENTAL
EXIST WB WR
EXIST EB WR
VC=23.8'
VC=16.5'
VC=17.4'
| 35-N-RP-EN-CD STA 22+21.64
END BRIDGE
-4.19%
TO NB I-35
EXIST WB WR EXIT
GROUND
EXISTING
ELEV. 421.66
PVT 19+00.00
ELEV. 420.34
PVC 17+80.00
4.2'
ELEV. 412.47
PVC 14+83.00
70' 70' 100' 80' 80' 80'
48" RCP
EXIST.
3-96" RCP
EXIST.
SPAN SPAN
5.3'
| 35-S-CD-RP-EX-WR
EXISTING GROUND
MATCH 35-S-CD
MATCH EXISTING
REQUIRES LIGHTING
*
PVI 10
+20.00
EL
EV. 414.97
PV
C 10
+25.00
EL
EV. 414.61
PVI 11
+90.00
EL
EV. 402.90
PV
T 13
+55.00
EL
EV. 411.76
PVI 13
+67.84
EL
EV. 412.45
-8.10%
-7.10% 5.37%
5.05%
L=330'
K=26
*
360
380
10+00 15+00
400.4
409.4
401.3
401.5
400.5
400.7
410.35
407.98
409.38
EXCEPTION MEMO AUGUST 26, 2016.
* REQUIRES DESIGN EXCEPTION. SEE DESIGN
| 35-S-FR2EXISTING GROUND
EXISTING GROUND
MATCH EXISTING
MATCH EXISTING
PVI 190
+00.00
EL
EV. 399.81
PV
C 192
+90.00
EL
EV. 398.07
PVI 193
+50.00
EL
EV. 397.71
PV
T 194
+10.00
EL
EV. 398.28
PV
C 195
+40.00
EL
EV. 399.52
PVI 196
+00.00
EL
EV. 400.09
PV
T 196
+60.00
EL
EV. 399.75
PV
C 199
+45.00
EL
EV. 398.15
PVI 200
+20.00
EL
EV. 397.73
PV
T 200
+95.00
EL
EV. 398.22
PV
C 204
+35.00
EL
EV. 400.43
PVI 205
+10.00
EL
EV. 400.92
PV
T 205
+85.00
EL
EV. 402.58
PV
C 209
+75.00
EL
EV. 411.18
PVI 210
+40.00
EL
EV. 412.61
PV
T 211
+05.00
EL
EV. 412.15
PV
C 214
+70.00
EL
EV. 409.52
PVI 215
+30.00
EL
EV. 409.09
PV
T 215
+90.00
EL
EV. 409.43
PV
C 219
+50.00
EL
EV. 411.49
PVI 220
+50.00
EL
EV. 412.07
PV
T 221
+50.00
EL
EV. 408.44
PVI 221
+75.89
EL
EV. 407.50
-0.60% -0.60% 0.95% -0.56% 0.65%
2.21%
-0.72% 0.57% -3.63%
-4.13%
L=120'
K=77
L=120'
K=79
L=150'
K=124
L=150'
K=97
L=130'
K=44
L=120'
K=93
L=200'
K=48
EXIST. 2-72" RCP
190+00 195+00 200+00 205+00 210+00 215+00 220+00
411.3
411.2
409.8
399.81
399.21
398.61
398.02
398.19
399.14
399.86
399.52
398.96
398.40
397.96
398.25
398.90
399.55
400.21
401.08
402.91
405.11
407.32
409.52
411.66
412.18
411.46
410.74
410.02
409.35
409.49
410.06
410.64
411.21
411.52
409.99
398.8
400.0
399.8
399.3
399.2
399.1
399.8
400.0
399.9
399.4
399.1
398.7
398.2
398.5
398.9
399.4
400.1
400.8
402.6
404.4
406.4
409.4
411.6
412.5
412.3
412.0
411.5
411.1
410.8
410.7
410.7
399.81
399.21
398.61
398.02
398.19
399.14
399.86
399.52
398.96
398.40
397.96
398.25
398.90
399.55
400.21
401.08
402.91
405.11
407.32
409.52
411.66
412.18
411.46
410.74
410.02
409.35
409.49
410.06
410.64
411.21
411.52
409.99
406.5
| 35-S-RP-EX-CONT
| 35-S-GP35-S-FR2
EXISTING GROUND
LIGHTING
REQUIRES ELEV. 403.41
PVT 14+95.00
ELEV. 399.87
PVC 13+55.00
VC=19.0'
| 35-S-CD
PVI 13
+53.08
EL
EV. 399.86
PVI 14
+25.00
EL
EV. 400.37
PVI 16
+06.94
EL
EV. 408.28
0.51%
0.70%
4.35%
3.85%
L=140'
K=38
15+00
400.4
401.0
402.0
404.5
408.0
412.2
400.45
403.63
407.98
MATCH EXISTING
MATCH 35-N-GP
| 35-N-RP-EX-HILINE
EXISTING GROUND
35-N-CD
ELEV. 401.75
PVC 22+35.00 ELEV. 396.29
PVT 25+35.00
VC=16.6'
5.5'
6.8'
15+00 20+00 25+00
409.9
410.8
410.7
408.7
409.4
408.8
409.6
412.4
417.1
408.8
407.0
402.2
397.1
416.72
413.07
409.42
406.51
405.12
405.25
406.26
405.85
403.17
399.38
397.02
396.21
MATCH 35-N-CD
MATCH 35-N-GP
| 35-N-CD-RP-EN-35N
REQUIRES LIGHTING
PVI 15
+27.54
EL
EV. 436.89
PV
C 15
+30.00
EL
EV. 436.78
PVI 15
+90.00
EL
EV. 434.02
PV
T 16
+50.00
EL
EV. 430.42
PV
C 18
+20.00
EL
EV. 420.22
PVI 19
+50.00
EL
EV. 412.42
PV
T 20
+80.00
EL
EV. 414.76
PVI 20
+80.62
EL
EV. 414.77
-3.60%-4.60%
-6.00%
1.80% 1.80%
L=120'
K=86
L=260'
K=33
15+00 20+00
410.2
411.1
413.3
412.9
412.5
412.4
412.2
410.7
410.2
433.27
427.42
421.42
416.38
414.28
| 35-S-RP-EN-DNT
EXISTING GROUND
MATCH 35-S-FR2
MATCH 35-S-GP
| 35-S-CD
-1.43%
VC
=21.2'
ELEV. 421.70
PVI 13+04.99
ELEV. 412.21
PVT 15+90.00
PV
C 14
+00.00
EL
EV. 417.63
PVI 14
+95.00
EL
EV. 413.57
PVI 15
+90.24
EL
EV. 412.21
-3.87%-4.28%
-0.93%
L=190'
K=67
15+00
425.7
421.8
418.2
411.9
413.6
412.6
417.63
414.10
REQUIRES LIGHTING
MATCH 35-S-CD
EXISTING GROUND
MATCH 35-S-FR2| 35-S-DNT-CD
-0.50%
-3.35%
PV
C 23
+60.00
EL
EV. 414.32
PVI 24
+10.00
EL
EV. 412.65
PV
T 24
+60.00
EL
EV. 412.40
PVI 24
+61.87
EL
EV. 412.39
-2.36% 0.33%
L=100'
K=35
PVI 23
+21.36
EL
EV. 415.62
25+00
412.1
412.3
413.5
413.21
412.0
411.8
413.21
MATCH EXISTING
MATCH 35-S-FR2
EXISTING GROUND
| 35-S-DNT-FR
3.91%
PVI 12
+34.97
EL
EV. 412.10
PV
C 12
+40.00
EL
EV. 412.08
PVI 13
+10.00
EL
EV. 411.73
PV
T 13
+80.00
EL
EV. 414.46
-0.50%
3.30%
L=140'
K=32
-0.28%
PVI 14
+00.00
EL
EV. 415.24
LIGHTING
REQUIRES
15+0012+00
411.3
412.34
415.24
411.6
412.9
415.3
418.5
412.34
415.24
PVI 13
+01.57
EL
EV. 406.70
PV
C 13
+25.00
EL
EV. 406.00
PVI 14
+00.00
EL
EV. 403.75
PV
T 14
+75.00
EL
EV. 402.78
PVI 19
+75.88
EL
EV. 396.29
-3.00% -1.30%
L=150'
K=88
-1.77%
-3.15%
EXIST EB WRTO CONTINENTAL
EXIST EB WR EXIT
| 35-N-EBWR-CONT
EXISTING GROUND
MATCH EXISTING
MATCH 35-N-RP-EX-CONT
VC=47.3'
TO EB WR
EXIST SB I-35
H.S. PIPE
EXIST. 12'
15+00 20+00
404.3
403.6
402.9
401.7
400.6
399.6
397.9
397.2
404.07
402.45
401.16
399.86
398.57
397.27
| 35-N-CD
EXISTING GROUND
MATCH EXISTING
SPAN SPAN SPAN
100'100'100'100'160'112'112'112'112'112'112'112'95'95'120'120'120'120'
SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN
| 35-N-CD STA 68+08.50
END BRIDGEHI LINE DR.
6.8'
4:1VC=16.6'
35-N-RP-EX-HILINERR SPUR
VC=25.6'
FUTURE PROJECT
STUBOUT FOR
SPAN
EXIST. 2-72" RCP
| 35-N-CD STA 43+69.50
BEGIN BRIDGE
5.5'
5.5'
PVI 28
+60.79
EL
EV. 422.26
PV
C 30
+70.00
EL
EV. 413.48
PVI 31
+85.00
EL
EV. 408.66
PV
T 33
+00.00
EL
EV. 407.91
PV
C 34
+30.00
EL
EV. 407.07
PVI 35
+80.00
EL
EV. 406.09
PV
T 37
+30.00
EL
EV. 412.09
PV
C 47
+10.00
EL
EV. 451.29
PVI 48
+80.00
EL
EV. 458.09
PV
T 50
+50.00
EL
EV. 451.77 PV
C 53
+90.00
EL
EV. 439.14
PVI 55
+30.00
EL
EV. 433.93
PV
T 56
+70.00
EL
EV. 434.75
PV
C 58
+30.00
EL
EV. 435.68
PVI 58
+90.00
EL
EV. 436.03
PV
T 59
+50.00
EL
EV. 435.67
PV
C 64
+00.00
EL
EV. 432.96
PVI 64
+60.00
EL
EV. 432.60
PV
T 65
+20.00
EL
EV. 431.60
PV
C 68
+00.00
EL
EV. 426.94
PVI 70
+10.00
EL
EV. 423.45
PV
T 72
+20.00
EL
EV. 433.68
PVI 72
+25.00
EL
EV. 433.93
-4.61%
-4.19%
-0.65%
4.00%
-3.72%
0.58% -0.60%
-1.66%4.8
7%5.4
0%
L=230'
K=65L=300'
K=65
L=340'
K=44
L=280'
K=65
L=120'
K=101
L=120'
K=113
L=420'
K=64
VC=34.0'
98'98'85'80'65'
SPAN
| 35-S-CD
| 35-S-CD
EXISTING GROUND
MATCH EXISTING
MATCH EXISTING
SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN SPAN
REQUIRES LIGHTING
REQUIRES LIGHTING| 35-S-CD STA 16+92.76
BEGIN BRIDGE
| 35-S-CD STA 28+34.53
BEGIN BRIDGE
| 35-S-CD STA 22+32.76
END BRIDGE| 35-S-CD STA 39+44.53
END BRIDGE
5.5'
5.5'
VC=21.2'
RR SPUR
| 35-S-RP-EN-DNT
| 35-S-RP-EX-CONT
VC=17.2'
VC=16.6'
35-S-FR2
VC=29.1'
VC=16.5'
35-S-GP
ELEV. 450.09
PVT 34+45.00
ELEV. 434.74
PVT 38+85.00
GROUND
EXISTING
SPAN SPAN SPAN SPAN
REQUIRES LIGHTINGVC=27.6'
ONCOR
ELEV. 429.47
PVC 18+77.50
4.04%
PVI 10
+89.40
EL
EV. 421.48
PV
C 11
+60.00
EL
EV. 416.59
PVI 13
+55.00
EL
EV. 403.10
PV
T 15
+50.00
EL
EV. 412.94
PVI 21+15.00
ELEV. 441.45
PV
T 23
+52.50
EL
EV. 427.80
PV
C 23
+67.50
EL
EV. 426.94
PVI 25
+50.00
EL
EV. 416.44
PV
T 27
+32.50
EL
EV. 426.75
PV
C 30
+55.00
EL
EV. 444.95
PV
C 37
+45.00
EL
EV. 441.04
PVI 38
+15.00
EL
EV. 438.94
PV
C 40
+92.50
EL
EV. 422.29
PVI 42
+55.00
EL
EV. 412.54
PV
T 44
+17.50
EL
EV. 419.10
-7.42%-6.92%5.0
5%-5.75%
5.65%
-3.01%
-6.00%
4.54%
L=390'
K=33
L=475'
K=44
L=365'
K=32
L=390'
K=45
L=140'
K=47
L=325'
K=32
PVI 32+50.00
ELEV. 455.96
EXIST. 30" RCP 2-72" RCP
EXIST.
*
80'80' 125'125'130' 115'115'115'125'100'120'105'105'105'105'
360
30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00
398.5
420.5
413.9
408.9
404.6
402.5
402.2
401.3
401.4
401.8
401.2
401.7
403.0
407.4
412.1
415.7
419.9
422.4
423.5
411.0
404.8
421.3
418.3
416.8
415.6
414.4
414.5
413.5
413.3
414.4
414.3
411.7
411.3
420.75
414.07
409.91
408.82
410.80
415.46
420.51
425.56
430.55
433.94
435.07
433.92
430.50
425.23
422.06
422.01
425.08
430.56
436.20
441.85
447.27
450.81
452.12
451.22
448.43
445.41
442.40
439.06
433.84
427.84
421.84
417.62
416.49
418.44
413.8
417.7
422.9
420.75
414.07
409.91
408.82
410.80
415.46
420.51
425.56
430.55
433.94
435.07
433.92
430.50
425.23
422.06
422.01
425.08
430.56
436.20
441.85
447.27
450.81
452.12
451.22
448.43
445.41
442.40
439.06
433.84
427.84
421.84
417.62
416.49
418.44
EXCEPTION MEMO JULY 18, 2016.
* REQUIRES DESIGN EXCEPTION. SEE DESIGN
STA 5089+00
BEGIN PROJECT
STA 5204+00
END PROJECT
STA 5089+00
BEGIN PROJECT
STA 5204+00
END PROJECT
