R
GRAPEVINE
LAKE
KRUM
COOKE CO.GRAYSON CO.
CO
LL
IN
CO
.
TARRANT CO.
WIS
E C
O.
DENTONSTONY
SANGER
PILOT
POINT
AUBREY
LINCOLN
PARK
HEBRON
LEWISVILLE
FLOWER
MOUND
ROANOKE
BARTON-
VILLE
JUSTIN
PONDER
LITTLE
ELM
35E
35W
35E
51
455
1173
2450
2450
380
2622
2449
156
1384
407
114
156
407
2499
1515
380
1173
156
455
35
1382164
387
455
1385
2931
428
428
1385
2931
424
380
423
2934
720
720
720
380
426
288
428
2164
3163
21642153
1171
121 2281
544
121
423
1171
407
1830
377
377
118
114
35W
2499
3040
2181
77
35
428428
377
455
1192
1190
377
3824
LAKE RAY ROBERTS
CORINTH
ARGYLE
LEWISVILLE LAKE
190
121
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081-2275
TEL (214) 346-6200
FAX (214) 739-0095
N
2 3 4 5 6 MILESSCALE 0 1
DENTON COUNTY
DALLAS DISTRICT
Dry
Fork
Hic
kory
Cre
ek
0.3
KRUM
0.3
LIM
IT
DENTON
3.1
DE
NT
ON
CIT
YL
IM
IT
Pop 1,542
2.4
3.5
2.0
0.7
CITY
1.5
2.6
MILA
M
CREEK
PA
CIF
IC
RA
ILRO
AD
DE
NT
ON
CIT
Y
LIM
IT
2.2
Crains
Lake
CLEAR
CR
EE
K
DE
NT
ON
UN
ION
KRUGERVILLEPop 735
3.5
CR
EE
K
Park
2.3
0.1
Evers
Park
North
Lakes
Park
Pecan
Creek
Golf Course
Texas
Womans
University
1.7
McKenna
Park
0.4
0.3
0.4
2.0
Dry
Fork
NORTH
HICKORY
1.8
Creek
0.9
1.4Denia
Park
Roselawn
Memorial
Park
Dry
Fork
DE
NT
ON
CITY LIMIT
HICKORY
CREEK
DE
NT
ON
CIT
Y
LIM
IT
Branch
Roark
DE
NT
ON
CITY
LIM
IT
Denton
Country
Club
Graveyard
Bra
nch
Argyle
Cemetery
DEN
TO
N
CIT
Y
LIMIT
HIC
KO
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IT
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k
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CR
EEK
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R
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CIT
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IT
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CIT
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LL
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CIT
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Sprin
gs
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nch
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Cemetery
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Branch
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PA
CIF
IC
SH
AD
Y
Shiloh
SH
AD
Y
SH
OR
ES
CIT
Y L
IM
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CO
RIN
TH
CIT
YL
IM
IT
LIM
IT
CIT
Y
SHORES
LIM
IT
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Denton
State
School
0.7
2.3
Branch
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tcher
PEC
AN
Cooper Creek
Cemetery
PAC
IFIC
CooperPark
Fish Trap
Park
Tim
ber
Branch
CO
OPER
ELM
FO
RK
RIV
ER
TRINITY
Trinity
CREEK
2.4
Park
2.6
Texas Womans
Golf Course
Oakwood
Cemetery
Phoenix
Park
Moore
Park
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Park
PECAN
1.4
3.0
RA
ILR
OA
D
LEWISVILLE
LAKE
CROSS
ROADS
CITY LIMIT
0.4
2.3
Sharon
Lake
Pop 66,276
5.6
Pop 3,944
8.6
Pop 1,045
UNION 4.5
OA
K
POINT CITY LIMIT
OAK POINT
LIM
IT
CIT
Y
RO
AD
SC
RO
SS
CANTRELL
SLO
UG
H
1.5
1.2
Pop 645
Pop 361
2.1
0.8
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ham
Bra
nch
1.4
Whites
LIMIT
Lovin
g
ARGYLE ARGYLE CITY LIMIT
AR
GY
LE
LIMIT
DENTON CITY LIMIT
ARGYLE CITY LIMIT
Prairie
Mound
Cemetery
2.7
Pop 46
2.3
Pop 1,575
2.0
2.9
ARGYLE
CIT
Y
Branch
COPPER CA
NY
ON CITY
LIMIT
BR
AN
CH
PO
IND
EX
TE
R
CORINTH CITYLIMIT
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Sycamore
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Hickory
Creek
Park
HICKORY CREEK CITY LIMIT
LIMIT
CITY
HICKORY
CR
EE
K
CIT
Y
LIM
IT
Westlake
Park
LA
KE
DA
LL
AS
Willow
ParkGrove
Oakland
ParkLEW
ISV
ILLE
CITY
LIM
IT
Copperas
Branch
Park
LEWISVILLE
LAKE
STRIP
Pop 978
Pop 1,893
4.0
Westlake
Park
HIC
KO
RY
CR
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K C
IT
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1.5
77
377
Park
1173
77
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156
156
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77
2164
380
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35
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2449
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1830
380
35E
2181
288
77
426
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377380
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428
288
377
380
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380
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407
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407
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77
2450
288
288
288
C
C
LA
KE
DA
LL
AS
CIT
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IM
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University of
North Texas
North Texas
University of
5.5
DENTON
CIT
Y
LIM
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CITY
0.3
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R
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UP
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Y
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S
BN
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428
1.3
377
35W
156
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MUNICIPAL
AIRPORT
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S
35
Cre
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Park
0.6
0.1
0.1 0.1
1.0
0.7
0.1
0.8
0.8
0.8
KC
S
UP R
R
Unicorn
Lake
377
NORMAL POOL ELEV 515.0’
377 Hickory Creek
Park
Pilot Knolls
Park
HIGHLAND VILLAGE CITY LIMIT
NORMAL POOL ELEV 515.0’
KC
S
CREEK
Creek
CR
EE
K
Cantr
ell
CROSS
ROADS
Garza-
Little Elm
Reservoir
CORRAL
CITY
HICKORY
CREEK
Pop 3,656
LAKE DALLAS
Oakland
Park
Big Sandy
Park
CIT
Y
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UT
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RN
KA
NSA
S
CIT
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UT
HE
RN
CIT
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HE
RN
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DE
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77
380
35
35W
377
35E
35W
2881173
380
377380
377
288
4282164
2449
426
377
1830
288
77
2181
2181
407
1515
2181
IH 35E
Texas Department of Transportation
Dallas District Design SchematicWilliam L. Hale, P.E., District Engineer
Scale:
Horizontal 1"=200’
Vertical 1"=20’
R
GRAPEVINE
LAKE
KRUM
COOKE CO.GRAYSON CO.
CO
LL
IN
CO
.
TARRANT CO.
WIS
E C
O.
DENTONSTONY
SANGER
PILOT
POINT
AUBREY
LINCOLN
PARK
HEBRON
LEWISVILLE
FLOWER
MOUND
ROANOKE
BARTON-
VILLE
JUSTIN
PONDER
LITTLE
ELM
35E
35W
35E
51
455
1173
2450
2450
380
2622
2449
156
1384
407
114
156
407
2499
1515
380
1173
156
455
35
1382164
387
455
1385
2931
428
428
1385
2931
424
380
423
2934
720
720
720
380
426
288
428
2164
3163
21642153
1171
121 2281
544
121
423
1171
407
1830
377
377
118
114
35W
2499
3040
2181
77
35
428428
377
455
1192
1190
377
3824
LAKE RAY ROBERTS
CORINTH
ARGYLE
LEWISVILLE LAKE
190
121
N
2 3 4 5 6 MILESSCALE 0 1
DENTON COUNTY
DALLAS DISTRICT
Dry
Fork
Hic
kory
Cre
ek
0.3
KRUM
0.3
LIM
IT
DENTON
3.1
DE
NT
ON
CIT
YL
IM
IT
Pop 1,542
2.4
3.5
2.0
0.7
CITY
1.5
2.6
MILA
M
CREEK
PA
CIF
IC
RA
ILRO
AD
DE
NT
ON
CIT
Y
LIM
IT
2.2
Crains
Lake
CLEAR
CR
EE
K
DE
NT
ON
UN
ION
KRUGERVILLEPop 735
3.5
CR
EE
K
Park
2.3
0.1
Evers
Park
North
Lakes
Park
Pecan
Creek
Golf Course
Texas
Womans
University
1.7
McKenna
Park
0.4
0.3
0.4
2.0
Dry
Fork
NORTH
HICKORY
1.8
Creek
0.9
1.4Denia
Park
Roselawn
Memorial
Park
Dry
Fork
DE
NT
ON
CITY LIMIT
HICKORY
CREEK
DE
NT
ON
CIT
Y
LIM
IT
Branch
Roark
DE
NT
ON
CITY
LIM
IT
Denton
Country
Club
Graveyard
Bra
nch
Argyle
Cemetery
DEN
TO
N
CIT
Y
LIMIT
HIC
KO
RY
CREEK
LIMITCITY
ARGYLE
CIT
YL
IM
IT
2.6
NORTHLAKE
CIT
YL
IM
IT
Roar
k
Branch
DENTON
CITYLIMIT
CR
EEK
Krum
Cem
1.4
5.5
4.6
U P R
R
DENTON
6.4
2.9
4.6
DENTON
CIT
YL
IM
IT
LAKEVIEW
AIRPORT
Swisher
Cemetery
SH
AD
YS
HO
RE
SC
IT
YL
IM
IT
CITY LIMITCORINTH
HIC
KO
RY
CR
EE
K
CIT
Y
LIM
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LA
KE
DA
LL
AS
CIT
Y
Veal
Sprin
gs
Bra
nch
Bry
ant
Cemetery
Old Alton
Branch
CORINTH
PA
CIF
IC
SH
AD
Y
Shiloh
SH
AD
Y
SH
OR
ES
CIT
Y L
IM
IT
CO
RIN
TH
CIT
YL
IM
IT
LIM
IT
CIT
Y
SHORES
LIM
IT
SHADY SHORES
Denton
State
School
0.7
2.3
Branch
Fle
tcher
PEC
AN
Cooper Creek
Cemetery
PAC
IFIC
CooperPark
Fish Trap
Park
Tim
ber
Branch
CO
OPER
ELM
FO
RK
RIV
ER
TRINITY
Trinity
CREEK
2.4
Park
2.6
Texas Womans
Golf Course
Oakwood
Cemetery
Phoenix
Park
Moore
Park
Woodrow
Park
PECAN
1.4
3.0
RA
ILR
OA
D
LEWISVILLE
LAKE
CROSS
ROADS
CITY LIMIT
0.4
2.3
Sharon
Lake
Pop 66,276
5.6
Pop 3,944
8.6
Pop 1,045
UNION 4.5
OA
K
POINT CITY LIMIT
OAK POINT
LIM
IT
CIT
Y
RO
AD
SC
RO
SS
CANTRELL
SLO
UG
H
1.5
1.2
Pop 645
Pop 361
2.1
0.8
CITY LIMIT
Gra
ham
Bra
nch
1.4
Whites
LIMIT
Lovin
g
ARGYLE ARGYLE CITY LIMIT
AR
GY
LE
LIMIT
DENTON CITY LIMIT
ARGYLE CITY LIMIT
Prairie
Mound
Cemetery
2.7
Pop 46
2.3
Pop 1,575
2.0
2.9
ARGYLE
CIT
Y
Branch
COPPER CA
NY
ON CITY
LIMIT
BR
AN
CH
PO
IND
EX
TE
R
CORINTH CITYLIMIT
COPPER CANYON
Sycamore
Bend Park
Hickory
Creek
Park
HICKORY CREEK CITY LIMIT
LIMIT
CITY
HICKORY
CR
EE
K
CIT
Y
LIM
IT
Westlake
Park
LA
KE
DA
LL
AS
Willow
ParkGrove
Oakland
ParkLEW
ISV
ILLE
CITY
LIM
IT
Copperas
Branch
Park
LEWISVILLE
LAKE
STRIP
Pop 978
Pop 1,893
4.0
Westlake
Park
HIC
KO
RY
CR
EE
K C
IT
Y L
IM
IT
1.5
77
377
Park
1173
77
2164
156
156
1173
377
77
2164
380
35E
377
35W
35
1515
35E
2449
1830
1830
380
35E
2181
288
77
426
377 380
377380
426
428
288
377
380
377
424
380
407
35W
407
377
1830
407
407
35E
77
2450
288
288
288
C
C
LA
KE
DA
LL
AS
CIT
Y L
IM
IT
DENTON
University of
North Texas
North Texas
University of
5.5
DENTON
CIT
Y
LIM
IT
CITY
0.3
Cem
IOOF
Cem
UP R
R
RAILROAD
UP R
R
UP
RR
UNION
DENTON
LIM
IT
CIT
Y
KA
NSA
S
BN
SF
428
1.3
377
35W
156
DENTON
MUNICIPAL
AIRPORT
KA
NSA
S
35
Cre
ek35W
Mack
Park
0.6
0.1
0.1 0.1
1.0
0.7
0.1
0.8
0.8
0.8
KC
S
UP R
R
Unicorn
Lake
377
NORMAL POOL ELEV 515.0’
377 Hickory Creek
Park
Pilot Knolls
Park
HIGHLAND VILLAGE CITY LIMIT
NORMAL POOL ELEV 515.0’
KC
S
CREEK
Creek
CR
EE
K
Cantr
ell
CROSS
ROADS
Garza-
Little Elm
Reservoir
CORRAL
CITY
HICKORY
CREEK
Pop 3,656
LAKE DALLAS
Oakland
Park
Big Sandy
Park
CIT
Y
SO
UT
HE
RN
KA
NSA
S
CIT
Y
SO
UT
HE
RN
CIT
Y
SO
UT
HE
RN
CITYLIMIT
DE
NT
ON
CIT
YL
IM
IT
HIGHLAND
End CSJ: 0196-01-074
Begin CSJ: 0195-03-050
STA. 1859+24
77
380
35
35W
377
35E
35W
2881173
380
377380
377
288
4282164
2449
426
377
1830
288
77
2181
2181
407
1515
2181
IH 35E
End Project
End CSJ 0195-03-071
STA. 2114+00
Texas Department of Transportation
Dallas District Design SchematicWilliam L. Hale, P.E., District Engineer
LEGEND:
NOTES:
(54)
SCHEMATIC PREPARED BY:
FOR INTERIM REVIEW ONLY
NOT FOR PERMITTING, BIDDING
OR CONSTRUCTION.
Prepared by or under the
Direct Supervision of:
Matthew G. Craig 69910
P.E. NUMBER
DATE
11-24-2010
Chad R. Gardiner 93793
P.E. NUMBERNAME
NAME
Scale:
Horizontal 1"=200’
Vertical 1"=20’
35E
PIH35E-1
From: FM 2181 S. in Corinth
To: US 380
Denton County
Functional Class: Interstate
Project Length: 10.45 Miles
From: FM 2181 S. in Corinth
To: US 380
Denton County
Functional Class: Interstate
Project Length: 10.45 Miles
ROLL INDEX
ROLL 1 - STA 1562+00 TO 1648+00 PLAN/PROFILE
ROLL 2 - STA 1648+00 TO 1734+00 PLAN/PROFILE
ROLL 3 - STA 1734+00 TO 1821+00 PLAN/PROFILE
ROLL 4 - STA 1821+00 TO 1916+00 PLAN/PROFILE
ROLL 5 - STA 1916+00 TO 2016+00 PLAN/PROFILE
ROLL 6 - STA 2016+00 TO 2114+00 PLAN/PROFILE
ROLL 7 - IH 35W INTERCHANGE PLAN/PROFILE
ROLL 8 - FRONTAGE ROAD PROFILES
ROLL 9 - FRONTAGE ROAD PROFILES
ROLL 10 - FRONTAGE ROAD PROFILES
ROLL 11 - FRONTAGE ROAD PROFILES
ROLL 12 - CROSS STREET AND RAMP PROFILES
ROLL 13 - RAMP PROFILES
End CSJ: 0195-03-050
Begin CSJ: 0195-03-071
STA. 2010+00
HALFF ASSOCIATES, INC.
REGISTRATION NUMBER 312
1. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS
ARE BASED ON AERIAL SURVEYS DATED FEBRUARY 9, 2006
AND RECORD PLANS.
2. TRAFFIC VOLUMES APPROVED BY TP&P ON FEBRUARY 10, 2009.
3. ADA RAMPS ARE NOT DEPICTED ON THE PLAN. SIDEWALKS ARE
NOT SHOWN ALONG FRONTAGE ROADS, BUT WILL BE CON-
STRUCTED IN VARIOUS LOCATIONS. THE EXACT LOCATIONS
OF THESE SIDEWALKS WILL BE DETERMINED DURING THE PS&E
DESIGN THROUGH COORDINATION BETWEEN TXDOT AND LOCAL
GOVERNMENTS. THE FRONTAGE ROAD TYPICAL SECTION RESERVES
A 6’ WIDE CORRIDOR ADJACENT TO THE OUTSIDE CURB FOR
FUTURE SIDEWALK LOCATIONS.
4. EXISTING DRIVEWAY LOCATIONS ARE NOT SHOWN IN PLAN.
EXISTING DRIVEWAYS WILL REMAIN UNLESS IT IS DETERMINED
DURING DETAILED DESIGN AND COORDINATION WITH THE CITIES;
THE DRIVEWAY WILL BE A SAFETY ISSUE AND/OR IS LOCATED
WITHIN ACCESS DENIAL LIMITS AS SHOWN.
5. ACCESS DENIAL LIMITS ARE DETERMINED BY PROVIDING
SAFETY TO THE TRAVELING PUBLIC, MAINTAINING LEVEL OF
SERVICE ON THE FRONTAGE ROADS AND MAINTAINING SAFE
ACCESS TO ADJACENT PROPERTY OWNERS. ACCESS DENIAL
LIMITS MAY BE ADJUSTED BY PROVIDING TRAFFIC IMPACT
ANALYSIS (TIA) BY THE ADJACENT PROPERTY OWNERS AND
AVOIDING LANDLOCK ISSUES AS LONG AS THE SAFETY TO THE
TRAVELING PUBLIC IS NOT COMPROMISED.
6. BUILDINGS ARE SHOWN AS POTENTIAL DISPLACEMENTS IF THE
PROPOSED ROW PHYSICALLY INTERSECTS THE EXISTING BUILDING
STRUCTURE.
7. UNLESS OTHERWISE NOTED EXISTING PAVEMENT AND BRIDGES
LOCATED WITHIN LIMITS OF PROPOSED RECONSTRUCTION WILL
BE REMOVED.
EXISTING ROW
PROPOSED ROW (PRELIMINARY - SUBJECT TO CHANGE)
PROPOSED DRAINAGE EASEMENT (PRELIMINARY - SUBJECT TO CHANGE)
CONTROL OF ACCESS
EXISTING PROPERTY LINE
EXISTING DRAINAGE EASEMENT
100 YR FLOODPLAIN BOUNDARY
LANE ARROW (TRAFFIC DIRECTION)
MAJOR DRAINAGE FLOW ARROW
PROPERTY PARCEL ID # (SEE TABLE)
HORIZONTAL CURVE LABEL
GENERAL PURPOSE LANES
MANAGED LANES
FRONTAGE ROADS
RAMPS
LOCAL STREETS
BRIDGES
PAVEMENT TO BE REMOVED (SEE NOTE 8)
POTENTIAL DISPLACEMENT
EXISTING CULVERT
PROPOSED CULVERT
PROPOSED BRIDGE BENT
PROPOSED RETAINING WALL
PROPOSED NOISE WALL
EXISTING TRANSMISSION LINE
EXISTING GAS LINE
PROPOSED OVERHEAD SIGN BRIDGE (OSB)
PROPOSED CANTILEVERED SIGN STRUCTURE (COSS)
PROPOSED GROUND MOUNT
8. SUPER ELEVATION AXIS OF ROTATION IS ABOUT THE PGL.
9. CURBS ON FRONTAGE ROADS AND CROSS STREETS ARE TYPE II
UNLESS NOTED OTHERWISE.
10. DIMENSIONS ARE TO FACE OF CURB, FACE OF RAIL/BARRIER, OR
TO THE EDGE OF UNCURBED PAVEMENT (UNLESS NOTED OTHERWISE).
11. PROPOSED CROSS STREET SECTIONS ARE BASED ON CITY
THOROUGHFARE PLANS.
12. TYPICAL CROSS STREET TURNOUT RADIUS EQUALS 75’ TYPICAL,
50’ MIN. UNLESS NOTED OTHERWISE.
13. RAMP HORIZONTAL CURVATURE BETWEEN PHYSICAL GORES IS
SHOWN IN TABLE. TYPICAL FRONTAGE ROAD GORES UTILIZE A
MINIMUM 1055’ RADIUS. TYPICAL MAINLANE GORES UTILIZE A
MINIMUM RADIUS OF 3405’. VARIATIONS FROM TYPICAL RADIUS’
ARE NECESSARY IN LOCATIONS WITH OPERATIONAL WEAVING
CONSTRAINTS OR WHEN THE RAMP GORE IS LOCATED WITHIN A
HORIZONTAL CURVE ON THE CONTROLLING ROADWAY.
14. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED UPON
FEMA FLOOD INSURANCE RATE MAPS.
15. PROPOSED CULVERT SIZES SHOWN IN THE SCHEMATIC ARE SIZED
BASED ON PRELIMINARY DRAINAGE ANALYSIS OF UPSTREAM
DRAINAGE AREAS. A DETAILED DRAINAGE STUDY WILL BE
PERFORMED PRIOR TO CONSTRUCTION TO FINALIZE THE PROPOSED
CULVERT SIZES AND DESIGN. COORDINATION BETWEEN TXDOT,
LOCAL GOVERNMENTS, AND ADJACENT PROPERTY OWNERS WILL
BE PERFORMED DURING THIS DETAILED DESIGN PHASE. FOR
PROPOSED CULVERTS THAT CONNECT TO EXISTING, ENCLOSED
DOWNSTREAM DRAINAGE SYSTEMS LOCATED OFF OF TXDOT ROW;
THE DETAILED DESIGN PHASE AND COORDINATION EFFORT WILL
DETERMINE IF DOWNSTREAM ENCLOSED DRAINAGE SYSTEMS WILL
BE IMPROVED AND IF ANY DRAINAGE EASEMENTS WILL NEED TO BE
OBTAINED BY THE LOCAL GOVERNMENTS FOR IMPROVEMENT OF
THESE SYSTEMS.
November 2010
Roll of 13
November 2010
Roll of 13
CSJ’s: 0196-01-056
0196-01-074
0195-03-050
0195-03-071
0195-03-075
Design Speed:
Mainlanes 70 mph
Managed Lanes 70 mph
Ramps 40 mph
IH 35W Connections to IH 35 60 mph
Direct Connecting Ramps PDCNWSE & PDCNESW 40 mph
U-Turns 20 mph
Frontage Roads 40 mph
Cross Streets 30 mph
CSJ’s: 0196-01-056
0196-01-074
0195-03-050
0195-03-071
0195-03-075
Design Speed:
Mainlanes 70 mph
Managed Lanes 70 mph
Ramps 40 mph
IH 35W Connections to IH 35 60 mph
Direct Connecting Ramps PDCNWSE & PDCNESW 40 mph
U-Turns 20 mph
Frontage Roads 40 mph
Cross Streets 30 mph
CSJ: 0195-03-175
Construct IH 35E
Pedestrian Bridge
End CSJ: 0196-01-056
Begin CSJ: 0196-01-074
STA. 1821+00
Begin Project
Begin CSJ: 0196-01-056
Match CSJ: 0196-01-096
STA. 1562+00
35E
End Project
End CSJ 0195-03-071
STA. 2114+00
End CSJ: 0195-03-050
Begin CSJ: 0195-03-071
STA. 2010+00
End CSJ: 0196-01-074
Begin CSJ: 0195-03-050
STA. 1859+24
Begin Project
Begin CSJ: 0196-01-056
Match CSJ: 0196-01-096
STA. 1562+00
End CSJ: 0196-01-056
Begin CSJ: 0196-01-074
STA. 1821+00
CSJ: 0195-03-175
Construct IH 35E
Pedestrian Bridge
C 2010 by Texas Department of Transportation all rights reserved
Jeremy W McGahan 103650
P.E. NUMBERNAME
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081-2275
TEL (214) 346-6200
FAX (214) 739-0095
C 2010 by Texas Department of Transportation all rights reserved
SCHEMATIC PREPARED BY:
FOR INTERIM REVIEW ONLY
NOT FOR PERMITTING, BIDDING
OR CONSTRUCTION.
Prepared by or under the
Direct Supervision of:
Matthew G. Craig 69910
P.E. NUMBER
DATE
11-24-2010
Chad R. Gardiner 93793
P.E. NUMBERNAME
NAME
HALFF ASSOCIATES, INC.
REGISTRATION NUMBER 312
Jeremy W McGahan 103650
P.E. NUMBERNAME
6257
715.28
UNPAVED PARKING
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
GATE
GATE
INLET
MH
MH
INLET
INLET
INLET
MH
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
BILLBOARD
TFP
TANK
SIGN
OVERHEAD SIGN
S
S
S
LP
S
SIGN
SIGN
LPFH
SIGN
SSLP
LP
LP
FH
SIGN
LP
TANK
LPLP
LP
TANK
LP
TFP
LP
LP LP
LP
FH
FH
MH
S
S
S
S
S
S
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
GATE
GATEGATE
GATE
INLET
INLET
MHMH
INLET
SIGNS
MH
MH
MH
MH
INLET
S
LP
TFPFH
CULVERTS
FH
LP
FH
LP
SIGN
LP
INLET
S
INLET
S
INLET
MHMH MH
MH
S
LP
S
MH
LP
LP
MH
INLET
SIGN
MHMH
INLETLP
INLET
MHMH
FH
INLET
MH INLET
INLET
SLP
SIGN
MH
S
S
LP
LP
LPSIGNS
LP FH
S
S
CULVERT
CULVERT
S
SSS
INLET
S
S
LPCULVERT
S
OVERHEAD SIGN
S
S
INLET
INLETS
S
LP
CULVERT
CULVERTS
CULVERTS
INLET
GATE
POOL
INLET
LP
TFP
BILLBOARD
BILLBOARD
FHLP
SIGN
LPMH
SIGN
BILLBOARD
SIGN
SIGN
SIGN
TFP
S
INLET
MH
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCUREDOBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCUREDOBSCURED OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED TALL GRASS
OBSCURED TALL GRASS
INLET
INLET
INLET
INLET
INLET
PIPE
OVERHEAD SIGN
GATE
GATE
GATE
GATECULVERTS
CULVERTS
CULVERTS
GATE
CULVERT
CULVERTS
INLET
INLETS
INLET
POOL
POOL
POOL
INLET
INLET
UNPAVED PARKING
PARKING AREA PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREAPARKING AREA
UNPAVED PARKING
UNPAVED PARKING
PARKING AREA
UNPAVED PARKING
PIPE
SUBSTATION
UNPAVED PARKING
PARKING AREA
PARKING AREA
UNPAVED PARKING
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
UNPAVED PARKING
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
UNPAVED PARKING
UNPAVED PARKING
PARKING AREA
PARKING AREA
PARKING AREA
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
CULVERT
CULVERT
INLET
CULVERTS
CULVERTS
PIPE
CULVERT
CULVERTS
CULVERTS
CULVERTS
PIPE
PIPE
RUINS
RUINS
INLET
INLET
INLET
INLETS
INLET
INLET
INLET
PILE
INLET
INLET
INLET
GATE
INLET
INLET
INLETS
PILE
PILE
PILE
INLET
INLET
INLET
INLET
INLET
INLET
INLET
UNPAVED PARKING
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREAPARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
UNPAVED PARKING
GATE
PARKING AREA
INLET
INLET
PILES
AC UNITS
62222
INLET
INLET
INLET
INLET
AC UNIT
AC UNITS
AC UNITS
CULVERT
CULVERT
CULVERTS
CULVERTS
CULVERTS
GATE
GATE
GATE
PILE
GATE
PIPE
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
UNPAVED PARKING
PARKING AREA
UNPAVED PARKING
PILES
UNPAVED PARKING
CULVERT
CULVERTS
PARKING AREA
PARKING AREAPARKING AREA
UNPAVED PARKING
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
UNPAVED PARKING
PARKING AREA
GATE
GATE
CULVERT
INLET
INLET
INLET
INLET
INLET
INLETS
INLET
INLET
INLET
INLET
INLET
FP
FP
OVERHEAD SIGN
6209
716.80
CULVERTS
CULVERTS
CULVERT
CULVERT
CULVERT
CULVERTS
INLETS
POOL
INLET
GATE
GATE
INLETSINLETS
INLETS
INLET
INLETS
INLET
INLET
GATE
GATE
GATE
POOL
UNPAVED PARKING
UNPAVED PARKING
UNPAVED PARKING
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
INLET
PILE
PILE
OVERHEAD SIGN
INLET
INLET
FP
FP
FP
FP
FP
FP
FP
FP
POOL
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
INLETS
6033
677.44
INLET
INLET
INLET
CULVERT
INLET
INLET
GATE
GATE
OVERHEAD SIGN
CRASH BARRIER
PLAYGROUND
INLET
INLET
INLET
PARKING AREA
PARKING AREA
PARKING AREA
INLET
6034
687.37
UNPAVED PARKING
GATE
INLET
OVERHEAD SIGN
OVERHEAD SIGN
FP FP FP
GATE
OVERHEAD SIGN
VOLLEYBALL COURT
INLET
PARKING AREA
CULVERTS
GATE
PIPE
CULVERT
INLET
INLET
INLETS
INLET
INLETOVERHEAD SIGN
FP
INLET
FP
POOL
INLET
INLET
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
6036
681.74
INLET
INLET
GATE
POOL
POOL
POOL
OVERHEAD SIGN
OVERHEAD SIGN
INLET
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
INLET
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
MH
BILLBOARD
TANKS
FHS
SIGN
LP
LP
TFP
LP
LP
TFP
BILLBOARD
S
MH
LP
LP
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
BILLBOARD
MH
MH
MH
MH
MH
MH
MHMH
MH
MH
LP
MH
FH
LP
FH
SIGN
S
LP
MH
LPFH
LP
SIGN
FH
MH
LP
LP
LP
LP
LP
LP
LP
LP
LP
S
FH
LP
SIGN
LP
S
S
SS
S
S
S
S
S
LP
LP
FH
S
S
SIGN
S
S
S
S
LP
S
SIGN
S
LP
FH
SIGN
LP
BILLBOARD
SIGN
LP
BILLBOARD
S
MH
LP
MH
MH
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
S
S
LP
S
MH
TFP
S
SIGNS
TFP
S
S
LP
SIGN
SIGN
SIGN
MH
MH
MH
MH
MHMH
MH
LP
LP
SIGN
S
SIGN
LP
S
S
S
S
S
LP
SIGN
SIGN
LP
S
SIGN
S
LP
SIGN
LP
SIGN
LP
SIGN
FH
SIGN
LP
S
SIGN
LPSIGN
S
S
STL
S
STL
S
S
S
S
S
S
SIGNS
FH
LP
TL
S
STL
S
S
SIGN
BILLBOARD
TFP
SIGNTFP
SLP
SIGN
SIGN
LP
TFP
S
S
S
LP
TLTL
FHS
SS
S
S
S
SIGN
SIGN
SIGN
LP
LP
LP
LP
MH MH
BILLBOARD
SIGN
SIGN
S
SS S
S
S
S
S
S
S
S
S
S
TL
TANK
LP
LP
LP
SIGN
SIGNS
TFP
SIGN
LP
LP
LP
TFP
FHS
TFP
LP
S
S
TL S
S
SS
SIGNMH
TL
SS
S
S
S
BILLBOARD
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
MH
MH
MH
FH
SSIGN
S
SIGN
LP LP
LP
SIGN
SIGN
TFP
SIGN
LP
LP
LP
LP
LP
LP
LP
SIGN
FH
S
S
LP
FH
FH
S
MH
MH
MH
LP
SIGN
TFP
TFP
TFP
LP
SMHMH
S
SIGNSIGN
LP
LP
SS S
S S
MH
MH
MH
S
S S
S
S
S
S
S
TFP
TFP
FH
LP
LP
LP
TFP
LP
MH
MH
MH
S
MH
SIGN
LP
LP
MH
SIGN
MH
MH
MH
MH
MH
MH
MH
MH
FH
LP
LP
TFPFH
LP
S
LP
LP
LP
TFP
FH
S
S
LP
LP
LP
LP
LP
LP
LP
S
SS
S
SIGN
S
SMH
BILLBOARD
SIGN
FH
LP
MH
MH
S
FHTFP
LP
LP
SIGN SIGNS
SS
S
FH
TL
TL
TL
TL
LP
LP
LP
TFP
TFP
TFPTFP
TFP
TFP
S
S
S
S
S
LP
LP
MHSIGN
SIGNSIGN
SIGN
LP
S
S
SS
SS
SS
S
S
S
TL
TL
TL
S
LP
FH
LP
LP
LP
LP
LP
LP
MH
SIGN
MH
S
S
MH
TFP
TFP
TFPLP
LP
LP
LP
LP
FH
TFP
TFP
LP
LP
S
FH
LP
LP
LP
LP
LP
LP
LP
LP
SS
SIGN
SIGN
S
MH
MH MH
LP
MH
LP
SIGNSIGNS
S
S
S
S
S
S
SS
SSSS
S S
MHMH
MH
MH
MH
MHMH
MH
MH
MH
MH
MH
MH
TFP
TFP
TFP
LP
FH
LP
TFP
LP
LP
BILLBOARD
FH
LP
LPS
S
MH
LP
SIGN
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
MHMH
MH
MHMH MH
MH
FH
TFP
TFP
LP
TFP
LP
TFP
TFP
LP
LPLP
LP
LP
LP
LP
LP
LP
LP
FH
LP
LP
MH
MH
MHMH
MH
MH
LP
LP
LP
FH
FH
SIGN
SIGN
LP
FH
LP
SIGN
SIGN
SS
BILLBOARD
MH
LP
TL
SIGN
S
MH
MH
MH
MH
MH
MH
MH
MH
S
S
TFP
TFP
LP
TFP
TFP
SS
S
SS
S
SLP
LP
SSSLP
LPLP
S
S
LP
LP
LP
LP
LP LP
LP
LP
LP
TFP
TFP
TFP
TFP
TFP
LP
TFP
S
SIGN
LP
FH
MH
SIGN
MH
MH
MH
MH
MH
MH
TFP
S
POOL
POOL
LP
LP
SSSS
S
S
LP
SSSS
S
S LP
SSS
SS
LP LP
LP
LP
LP
LP
S
SIGN
MH
MHMH
FHS
SIGN
SIGN
SS
LP
PARKING AREA
PARKING AREA
PARKING AREA
MH MH
MH
6016
663.81
SSINLETS
INLETSINLETS
INLETS
INLETS
MH
INLET
OVERHEAD SIGN
MH MH MH
MH
INLET
INLETS
INLET
LP
MH INLET INLETMH
GATE
GATE
PARKING AREA
PARKING AREA
GATEGATE
FOOTBALL
TRACK AND FIELD
S
SS
S
S
S
S
S S
S
SS
S
S
S
S
S S
S
S
SS
S
S
S
SS
S
INLET
MH
TFP
SIGN
MH
WE
653.86
MH
INLETINLET
MHMH
INLETSINLETS
INLETS
INLETSINLETS
INLET
INLET
LP
LP
MH INLETS
INLETS
INLETSMH MH MH MH MH
MH
INLETS INLETS
INLET
OVERHEAD SIGN
INLETINLETS
MH MHMH
MH
MH
MH
MH
MH
MH
MH
INLET
INLET
INLET
INLET
INLET INLET
INLET
INLET
CULVERT
CULVERT
MH
CULVERT
LP
SIGN
AC UNIT
SIGN
SCOREBOARD
FP
INLET
SIGN
MH
CULVERT
PARKING AREA
PARKING AREA
FHFH
INLETINLET
INLET
SIGN
S
INLET
SIGN
INLETS
INLETS
INLETS
INLETS
UNPAVED PARKING
UNPAVED PARKING
GATE
CULVERTS
CULVERT
CULVERT
PIPE
S
FH
CULVERT
SIGN
S
TFP
TFP
PILE
WE
653.86
PILE
SLAB
PILE
PARKING AREA
UNPAVED PARKING
GRAND STAND
CONSTRUCTIONPILE
SLAB
CULVERT
INLET
INLET
PILE
GATE
PARKING AREA
CULVERT
SIGN
CULVERT
CULVERT
CULVERT
TOWERINLET
INLET
INLET
INLET
INLET
GOAL POST
TOWER
TOWER
GOAL POST
INLET
PIPEPIPE
PILE
CULVERT
CULVERT
PIPE
INLET
PIPE
TFP
S
LP
LP
LP
LP
LP
LP
MH
S
TL
TL
TL
S
S
SS
S
S
S
S
SS
LP
LP
LPLP
LPS
STL
SS
S
S
SS
S
MHINLETINLETINLETINLET
MH INLET
MH
INLETMH
INLET
MHINLET
INLETMH
INLETMH
MH
FH
S
SS
S
S
GENERATORS
S
TL
TLS
FP
FPFPFP
FP
FP
SS
S
S
LP
LP
LP
SIGN
S
FP
S
LP
LP
LP
LPLP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
S
MH
SIGNS
SIGN
S S
S
SS
TL
TL
TL
LP
TFP
S
SIGN
SIGN
GATE
FH
TFPS
S
TFP
S
MH
SFH
S
SIGN
S
S
S
S
MH
MH
S
S
S
MH
S
S
SS
LP
LP SS
S
S
S
S
TFP
SIGN
S
SIGN
STL
TL
S
S
S
MH
S
S
LP
SS SIGN
MH
MH
CULVERT
MH
LP
INLET
SIGN
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREAPARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
LP
TFP
SS
SS
CULVERT
CULVERTS
LP
LPLP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
POOL
LP SIGN
LP
LP FH
S
S
S
S
S
S
SIGN
SIGN
FH
FPFP
FP
LP
S
S
LP
SIGN
MH INLETINLET
INLETMH
LP LP
OVERHEAD SIGN
S
S
LP LPLP
MH MHMH
INLETS
INLET
INLET
S S
S
SS
S
SS
S
S
S
FH
MH
SIGN
LP
LP
LP
LP
LP
S
S
S
SS
S
S
S
MH
FH
MH
FP
FP
FP
FP
FP
FP SIGN
MH
SS
SS
SS
S SS
SS
S
S
SS
S
S
MHINLET
INLET
INLET
LP
LPLP
SS
S
S
S
S
S
S
S
S
S
S
SCOREBOARD
S
OVERHEAD SIGN
S
INLET
SIGNPARKING AREA
PARKING AREA
PARKING AREA
PARKING AREA
INLET
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCUREDOBSCUREDOBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED TALL GRASS
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
OBSCURED
Z
Z
GA
S
GAS
GAS
GA
S
GAS
GAS
N T
EXAS BLVD
N T
EXAS BLVD
N T
EXAS BLVD
N T
EXAS BLVD
N T
EXAS BLVD
N T
EXAS BLVD
10+00
15+00
20+00
10+00
15+00
20+00
25+00
30+00
10+00
15+00
20+00
25+00
10+00
15+00 20+00
25+00
10+00
15+00
20+00
25+00
N 79%%d 51’ 12" W
N 48%%d 18’ 08" W
N 66%%d 32’ 28" WN 59%%d 39’ 06" W
1915+00
1920+00
1925+00
1930+00
1935+00
1940+001945+00
1950+00
1955+00
1960+00
1965+00
1970+00
1975+00
1980+001985+00
1990+00
1995+00
2000+00 2005+002010+00
2015+00
2020+00
N 56%%d 39’ 06" W
N 46%%d 41’ 19" W
N 63%%d 02’ 22" W
N 80%%d 45’ 42" W
S 0
%%
d 0
6’ 2
9" W
15+
00
20+
00
25+
00
15+00
10+00
15+00
20+00
25+00
10+00
15+00
20+00
25+00
30+00
10+00
15+00
20+00
10+00
N 80%%d 45’ 42" W
N 48%%d 18’ 08" W
N 66%%d 32’ 28" W
1910+00
1915+00
1920+00
1925+00
1930+00
1935+00
1940+00 1945+00
1950+00
1955+00
1960+00
1965+00
1970+00
1975+00
1980+001985+00
1990+00
1995+00
2000+00 2005+00
2010+00
2015+00
2020+00
1915+00
1920+00
1925+00
1930+00
1935+00
1940+00
1945+00
1950+00
1955+00
1960+00
1965+00
1970+00
1975+00
1980+001985+00
1990+00
1995+00
2000+00 2005+002010+00
2015+00
2020+00
N 77%%d 53’ 56" W
N 80%%d 55’ 10" W
N 48%%d 18’ 08" W
N 66%%d 32’ 28" W
10+00
15+00
3910+00
3915+00
3920+00
3925+00
3930+00
3935+00
3940+003945+00
3950+00
3955+00
3960+00
3965+00
3970+00
3975+00
3980+00
3985+00
3990+00
3995+00
4000+00 4005+00
4010+00
4015+00
4020+00
N 83%%d 15’ 54" W
N 80%%d 45’ 42" W
N 65%%d 43’ 51" W
N 59%%d 39’ 06" W
N 59%%d 39’ 06" W
10+00
15+00
20+00
S 24%%d 44’ 38" W
S 0%%d 59’ 18" E
S 24%%d 49’ 40" W
N 57%%d 21’ 16" W
N 39%%d 48’ 37" W
N 48%%d 18’ 08" W
N 64%%d 47’ 50" W
N 64%%d 07’ 52" W
N 58%%d 22’ 26" W
10+00
15+
00
20+
00
S 55%%d 27’ 53" E
N 86%%d 15’ 01" W
S 2
5%
%d 1
6’ 5
3" W
10+
00
15+
00
10+00
20+00
25+
00
S 55%%d 32’ 23" W
N 54%%d 08’ 03" W
S 1
%%
d 0
3’ 5
8" W
N 43%%d 55’ 49" W
N 43%%d 55’ 49" W
N 48%%d 18’ 08" W
N 50%%d 48’ 08" W
N 61%%d 57’ 12" W
10+00
15+
00
N 89%%d 21’ 47" W
S 2
8%
%d 0
7’ 3
6" W
S 61%%d 52’ 24" E
15+00
20+00
25+00
30+00
15+00
20+00
25+00
N 86%%d 10’ 26" W
N 70%%d 13’ 41" W
N 77%%d 53’ 56" W
N 80%%d 30’ 17" W
N 79%%d 21’ 12" W
N 44%%d 46’ 33" W
N 62%%d 37’ 34" W
N 60%%d 14’ 45" W
N 55%%d 02’ 03" W
N 49%%d 54’ 22" W
S 61%%d 57’ 12" E
35+0040+00
45+00
30+00
N 75%%d 10’ 26" W
N 80%%d 15’ 17" W
N 80%%d 23’ 38" W
N 52%%d 18’ 08" W
N 48%%d 18’ 08" W
N 49%%d 26’ 21" W
2915+00
2920+00
2925+00
2930+00
2935+00
2940+00
2945+00
2950+00
2955+00
2960+00
2965+00
2970+00
2975+00
2980+00
2985+00
2990+00
2995+00
3000+00 3005+00
3010+00
3015+00
3020+00
3025+00
N 55%%d 02’ 02" W
N 64%%d 20’ 12" W
N 66%%d 23’ 03" W
N 63%%d 02’ 22" W
IH 35E
ME
AD
OW
ST
LINDSEY ST
KN
IGH
T S
T
McC
OR
MIC
K
GREENLEE ST
GREENLEE ST
AV
E C
AV
E C
BE
RN
AR
D S
T
LINDSEY ST
AV
E D
UNDERWOOD ST
AV
E A
S L
OC
US
T
UP
RR
UP
RR
S L
OC
US
T
BO
NN
IE B
RA
E
UNDERWOOD
ST
CO
LL
IER
ST
KE
ND
OL
PH
DR
N T
EXAS BLVD
FT
WO
RT
H
DR
8’
4’
14’
2.0%
26’
6:1 DES
4:1 MAX
6:1 DES
4:1 MAX
LB
PGL
L PIH35EC
12’12’ 12’
0’-12’
10’ 10’
4’
14’8’ 12’10’ 10’
1’ 1’
12’ 12’12’
0’-12’
10’10’
4’
14’ 8’12’ 10’10’
L PSBEGPBL PNBEGPB
PGL
2.5%(TYP)2.5%(TYP)
0’-30’ 0’-30’
12’10’ 10’
L PIH35EC
12’12’ 12’
0’-12’ 1’ 1’
10’ 10’ 12’ 10’10’ 12’ 12’12’
0’-12’
10’10’
L PSBEGPB L PNBEGPB
PGL
2.5%(TYP) 2.5%(TYP)
PROP ROW = 172’ - 318’ PROP ROW = 150’ - 221’
EXIST ROW = 107’ - 153’EXIST ROW = 147’ - 240’
6’-25’6’-39’
PROP ROW = 174’ - 236’PROP ROW = 158’ - 337’
EXIST ROW = 92’ - 196’EXIST ROW = 99’ - 191’
6’-23’ 6’-29’47’-85’ 47’-79’ 46’-58’46’-58’ 46’-58’ 47’-49’ 47’-49’ 46’-58’
L PIH35EC
12’ 12’ 12’10’ 10’ 12’10’ 10’
1’ 1’
12’ 12’12’
0’-12’
10’10’12’ 10’10’
L PSBEGPBL PNBEGPB
PGL
2.5%(TYP)2.5%(TYP)
0’-12’
PROP ROW = 200’ - 317’
EXIST ROW = 147’ - 240’
PROP ROW = 150’ - 208’
EXIST ROW = 107’ - 153’
6’-93’6’-39’60’-77’46’ 47’-79’ 46’-58’
24’ 10’ 24’
4’
6:1USUAL3:1
MAX
VAR. VAR.
6:1
USUAL
3:1
MAX
6:1USUAL3:1
MAX
24’24’
4’
6:1
USUAL
3:1
MAX
VAR.VAR.
6:1USUAL3:1
MAX
6:1
USUAL
3:1
MAX
150’ USUAL150’ USUAL
VARIESVARIES
3/16 "/FT
1/4 "/FT 1/4 "/FT 1/4 "/FT 1/4 "/FT
3/16 "/FT
48’ TO 3’
USUAL4’-0’ SH 4’-0’ SH
EXIST ROW VARIES (300’USUAL)
12’ 12’ 12’ 12’ 12’ 12’ 12’ 12’
EXIST IH 35E (2-2)
STA 1863+00 TO STA 2041+00
PROP IH 35E (3-1-1-3)
STA 1927+00 TO STA 1951+48
PROP IH 35E (3-1-1-3)
STA 1900+00 TO STA 1927+00
PROP IH 35E
1-LANE RAMP
(MIRROR FOR NB RAMP)
PROP IH 35E (3-1-1-3)
STA 1951+48 TO STA 2019+02
EX
IST
RO
W
EX
IST
RO
W
L PIH35EC
6:1
6:1
6:1
6:1 6:1
**4’ **4’
**4’**4’ **4’**4’
TYPICAL SECTION LEGEND
CONCRETE TRAFFIC BARRIER
(ASSUME SSCB)
CONCRETE TRAFFIC RAIL
(ASSUME 1’ NOMINAL WIDTH)
TYPICAL SECTION NOTES
** THE 4’ WIDTH BETWEEN GENERAL PURPOSE LANES AND
MANAGED LANES IS PROVIDED TO FACILITATE BARRIER
WIDENING AT STRUCTURES SUCH AS GUIDE SIGN SUPPORTS
AND TOLL GANTRIES. A 10’ MINIMUM WIDTH IS PROVIDED
ALONG THE INSIDE GENERAL PURPOSE SHOULDER AND
OUTSIDE MANAGED LANE SHOULDER.
* MAINLANE SECTIONS DO NOT INCLUDE FRONTAGE
ROAD VARIATIONS AT APPROACHES TO CROSS STREET
INTERSECTIONS. A SEPERATE FRONTAGE ROAD SECTION
IS PROVIDED FOR CROSS STREET APPROACHES.
**4’ **4’
11’11’11’ 11’14’
60’
6’2’
12’ TYPLB
4:1
PROP IH 35E FRONTAGE ROAD
APPROACH AT CROSS STREET INTERSECTIONS
(MIRROR FOR SB FRONTAGE ROAD)
PR
OP
RO
W
L PSBEFRB
14’ 11’
0’-11’
27’-38’*
PR
OP
RO
W
2’
12’
TYP
L PSBEFRB
14’ 11’
0’-11’
27’-38’*
PR
OP
RO
W
2’
12’
TYP
L PSBEFRB
14’ 11’
0’-11’
27’-38’*
PR
OP
RO
W
2’
12’
TYP
14’11’
0’-11’
27’-38’*
PR
OP
RO
W
2’
12’
TYP
L PNBEFRB
14’11’
0’-11’
27’-38’*
PR
OP
RO
W
2’
12’
TYP
L PNBEFRB
14’11’
0’-11’
27’-38’*
PR
OP
RO
W
2’
12’
TYP
L PNBEFRB
5’
5’ 5’
5’
5’ 5’
6.5’
6.5’ 6.5’
6.5’
6.5’ 6.5’
11’11’12’ 12’11’11’
2.0% 2.0%
28’
2.0%
PGL
2’ STRIPED MEDIAN
LC PNT
12’14’ 1’1’ 15’
VARIES 8’ MIN
SIDEWALK
1.5% TYP
2’
PROP NORTH TEXAS BLVD
AT IH35E UNDERPASS
(BRIDGE STRUCTURE NOT SHOWN)
11’11’12’14’ 14’12’11’11’ VARIESVARIES
2.0% 2.0%
28’ 28’
2.0%2.0%
PGL
6’6’
LC
2’ 2’
16’MIN 16’MIN
4:1
MAX
SIDEWALK
1.5% TYP
4:1
MAX
***
*** ***
***
*** ***
*** FOR SHORT DISTANCES AT VARIOUS LOCATIONS ALONG
THE CORRIDOR, THE ROW BORDER ALONG FRONTAGE ROADS
AND CROSS STREETS DOES NOT FACILITATE GRADING WITHIN
THE ROW FOOTPRINT. IN THESE LOCATIONS, A SHORT WALL
ADJACENT TO THE SIDEWALK WILL BE UTILIZED TO MAINTAIN
GRADING WITHIN THE ROW BORDER WIDTH. THESE LOCATIONS
ARE DEPICTED IN THE PROPOSED IH 35E CROSS SECTIONS.
DETAILS A AND B DEPICT THE APPLICATION OF THESE WALLS
FOR BOTH CUT AND FILL CONDITIONS. WALLS MAY BE MINIMIZED
OR ELIMINATED DURING PS&E DEVELOPMENT.
6.5’5.5’
PR
OP
RO
W
4:1
4:1
2’
SW
6.5’5.5’
PR
OP
RO
W
4:1
2’
SW
*** DETAIL A *** DETAIL B
14’ 14’
CUT WALL FILL WALL
2’ STRIPED MEDIAN
PROP US 377/FT. WORTH DRIVE
AT IH35E OVERPASS
1’
11’11’12’14’ 14’12’11’11’ VARIESVARIES
2.0% 2.0%
28’ 28’
2.0%2.0%
6’6’
LC
2’2’
16’MIN 16’MIN
4:1
MAX
SIDEWALK
1.5% TYP
4:1
MAX
1’
3’
1’
PGL
PROP MCCORMICK STREET
AT IH35E OVERPASS
2.0%1.5%
PGL4:1
2.0% 1.5%
PGL4:1
6:1
2.0%1.5%
PGL4:1
2.0% 1.5%
PGL4:1
2.0%1.5%
PGL4:1
2.0% 1.5%
PGL4:1
2.0%6:1 1.5%
PGL
(353)
(328)
(332)
(333)
(360)
(365)
(361)
(363)
(362)
(366)
(393)
(371)
(314)
(381)
(372)
(368)
(342)
(346)(350)
(343)
(351)
(374)
(378)
(396)
(382)
(359)(354)
(341)
(357)
(364)
(384)
(400)
(387)
(411)
(410)
(399)
(398)
(392)
(409)
(367)
(370) (376)
(385)
(394)
(375)
(386)
(388)
(390)
(389)
(395)
(401)
(407)(404)(403)
(408)
(413) (417)
(421)
(434)
(397)
(416)
(419)
(425)
(415)(418)
(423)
(428)
(426)(424)
(427)
(429)
(430)
(433)
(432)
(431)
(435)
(438)
(436)
(443)
(444)
(452)
(449)
(455)
(454)
(451)
(446)
(440)
(441)
(450)
(461)
(469)
(471)
(466)
(457)
(483)
(482)
(481)
(472)(464)
(458)
(465)(475)
(474)
(478)
(487) (488)
(497)
(493)
(500)
(494)(496)
(489)(484)
(476)
(477)
(485)
(491)
(492)
(499)
(504)
(502)
(505)
(503)
(507)
(498)
(511)
(369)
(360)
(333)(490)
(490)
(470)
(463)
(460)
RR
OV
ER
PA
SS
PROP PIH35E PGL
EX GROUND
AT PIH35E PGL
EX GROUND
AT PIH35E PGL
PROP PIH35E PGL
MIN
VE
RT
CL
EA
R 2
3.0
’
2:1
2:1
2:1
PROP PIH35E PGL
EX GROUND
AT PIH35E PGL
PROP PIH35E PGL PROP PIH35E PGL
EX GROUND
AT PIH35E PGL
STA = 1929+00.00
EL = 726.00
(+)3.00% (+)0.50%
L = 700.00
K = 280
ex = -2.19’
STA = 1939+00.00
EL = 731.00
(+)0.50% (-)3.00%
L = 1,000.00
K = 286
ex = -4.37’
STA = 1955+00.00
EL = 683.00
(-)3.00% (+)1.30%
L = 800.00
K = 186
ex = 4.30’
STA = 1968+00.00
EL = 699.90
(+)1.30% (-)2.50%
L = 950.00
K = 250
ex = -4.51’
STA = 1977+00.00
EL = 677.40
(-)2.50% (+)0.50%
L = 550.00
K = 183
ex = 2.06’
STA = 1982+00.00
EL = 679.90
(+)0.50% (-)1.20%
L = 450.00
K = 265
ex = -0.96’
STA = 1989+00.00
EL = 671.50
(-)1.20% (+)1.50%
L = 500.00
K = 185
ex = 1.69’
VP
C S
TA
19
25
+5
0.0
0 E
L=
71
5.5
0
VP
T S
TA
19
32
+5
0.0
0 E
L=
72
7.7
5
VP
C S
TA
19
34
+0
0.0
0 E
L=
72
8.5
0
VP
T S
TA
19
44
+0
0.0
0 E
L=
71
6.0
0
VP
C S
TA
19
51
+0
0.0
0 E
L=
69
5.0
0
VP
T S
TA
19
59
+0
0.0
0 E
L=
68
8.2
0
VP
C S
TA
19
63
+2
5.0
0 E
L=
69
3.7
3
VP
T S
TA
19
72
+7
5.0
0 E
L=
68
8.0
3
VP
C S
TA
19
74
+2
5.0
0 E
L=
68
4.2
7
VP
T S
TA
19
79
+7
5.0
0 E
L=
67
8.7
7
VP
C S
TA
19
79
+7
5.0
0 E
L=
67
8.7
7
VP
T S
TA
19
84
+2
5.0
0 E
L=
67
7.2
0
VP
C S
TA
19
86
+5
0.0
0 E
L=
67
4.5
0
VP
T S
TA
19
91
+5
0.0
0 E
L=
67
5.2
5
MIN
VE
RT
CL
EA
R 1
7.5
’
2:1
PR
OP
RA
MP
PR
SX
TL
GO
RE
PIH
35E
ST
A 1
926+
99.5
6 =
PR
SX
TL
ST
A 1
6+
78.6
1
PR
OP
RA
MP
PR
NE
TL
GO
RE
PIH
35E
ST
A 1
921+
79.0
9 =
PR
NE
TL
ST
A 2
4+
37.0
3
PR
OP
RA
MP
PR
NX
MK
GO
RE
PIH
35E
ST
A 1
943+
00.1
9 =
PR
NX
MK
ST
A 1
5+
82
.03
PR
OP
RA
MP
PR
SE
MK
GO
RE
PIH
35E
ST
A 1
947+
00.2
3 =
PR
SE
MK
ST
A 1
5+
55
.11
PR
OP
RA
MP
PR
NE
FW
GO
RE
PIH
35E
ST
A 1
954+
50.0
0 =
PR
NE
FW
ST
A 2
3+
06.2
8
PR
OP
RA
MP
PR
SX
FW
GO
RE
PIH
35E
ST
A 1
959+
00.0
0 =
PR
SX
FW
ST
A 2
3+
17.9
2
PR
OP
RA
MP
PR
SE
NT
GO
RE
PIH
35E
ST
A 1
979+
49.9
9 =
PR
SE
NT
ST
A 1
5+
65
.28
PR
OP
RA
MP
PR
NX
NT
GO
RE
PIH
35E
ST
A 1
975+
00.0
0 =
PR
NX
NT
ST
A 1
5+
37
.45
PR
OP
RA
MP
PR
NX
BB
GO
RE
PIH
35E
ST
A 1
998+
68.2
2 =
PR
NX
BB
ST
A 1
7+
61
.14
PR
OP
RA
MP
PD
CN
ES
W G
OR
E
PIH
35E
ST
A 2
012+
51.5
9 =
PD
CN
ES
W S
TA
17
+9
6.3
2P
RO
P R
AM
P P
DC
NW
SE
GO
RE
PIH
35E
ST
A 2
013+
00.0
0 =
PD
CN
WS
E S
TA
35
+1
0.9
5
BRIDGE DEPTH
ASSUME 5.5’
BRIDGE DEPTH
ASSUME 6.2’
BRIDGE DEPTH
ASSUME 6.2’
2:1
2:1
BE
GIN
BR
IDG
E
PIH
35E
ST
A. 1927+
60
EN
D B
RID
GE
PIH
35E
ST
A. 1929+
75
BE
GIN
BR
IDG
E
PIH
35
E S
TA
. 1
93
6+
35
EN
D B
RID
GE
PIH
35E
ST
A. 1939+
75
BE
GIN
BR
IDG
E
PIH
35
E S
TA
. 1
96
6+
15
EN
D B
RID
GE
PIH
35E
ST
A. 1971+
55
NORTH TEXAS AT
PIH35E PGL
FT
WO
RT
H D
R O
VE
RP
AS
S
PIH
35E
ST
A. 1938+
06.6
8=
PF
W S
TA
. 14+
30.4
1, E
L=
694.7
5’
MC
CO
RM
ICK
OV
ER
PA
SS
PIH
35E
ST
A. 1968+
83.7
6=
PM
C S
TA
. 1
7+
05
.27
, E
L=
66
9.9
3’
STA = 2000+00.00
EL = 688.00
(+)1.50% (-)2.00%
L = 900.00
K = 257
ex = -3.94’
STA = 2008+00.00
EL = 672.00
(-)2.00% (+)1.30%
L = 600.00
K = 182
ex = 2.47’
VP
C S
TA
19
95
+5
0.0
0 E
L=
68
1.2
5
VP
T S
TA
20
04
+5
0.0
0 E
L=
67
9.0
0
VP
C S
TA
20
05
+0
0.0
0 E
L=
67
8.0
0
VP
T S
TA
20
11
+0
0.0
0 E
L=
67
5.9
0
VP
C S
TA
20
14
+5
0.0
0 E
L=
68
0.4
5
BRIDGE DEPTH
ASSUME 3.7’
MIN
VE
RT
CL
EA
R 2
3.5
’P
RO
PO
SE
D P
ED
ES
TR
IAN
BR
IDG
E
PIH
35E
ST
A. 2005+
50.0
0=
PP
ED
X S
TA
. 15+
34.6
7, E
L=
704.6
6’
PEDESTRIAN BRIDGE AT
PIH35E PGL
EX GROUND
AT PIH35E PGL
NO
RT
H T
EX
AS
UN
DE
RP
AS
S
PIH
35E
ST
A. 1990+
41.5
0=
PN
T S
TA
. 1
7+
78
.76
, E
L=
69
9.0
3’
MIN
VE
RT
CL
EA
R 1
7.2
’
BRIDGE DEPTH
ASSUME 5.5’
MIN
VE
RT
CL
EA
R 1
6.6
’
687.0
690.9
694.9
698.6
70
2.2
705.7
708.7
71
1.8
71
4.3
716.7
71
9.2
72
1.2
69
9.3
69
4.8
724.6
724.9
72
5.2
725.4
725.4
72
5.1
724.6
70
8.8
69
7.5
70
4.2
718.7
715.9
71
3.2
709.9
707.0
70
3.5
70
0.5
69
7.1
69
3.8
69
0.8
687.6
684.7
68
1.8
67
9.1
67
6.5
67
4.5
67
3.1
672.4
67
2.2
672.4
67
3.5
674.9
67
7.1
679.7
682.7
685.4
687.6
688.9
68
3.1
669.4
68
9.8
68
8.8
687.0
684.9
68
2.3
67
9.5
67
7.1
675.7
67
5.5
67
6.2
678.0
68
0.2
68
2.2
68
3.8
684.6
68
4.5
683.6
68
2.5
681.0
67
9.8
679.6
68
0.3
68
1.8
68
4.1
686.6
68
8.2
68
9.1
689.6
689.0
68
8.1
686.6
68
4.5
681.6
678.0
674.4
671.0
668.6
666.6
66
4.8
664.0
663.9
66
4.3
66
5.3
66
7.1
66
9.2
671.6
673.7
1920+00 1925+00 1930+00 1935+00 1940+00 1945+00 1950+00 1955+00 1960+00 1965+00 1970+00 1975+00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00
687.0
0
690.0
0
693.0
0
696.0
0
699.0
0
702.0
0
705.0
0
708.0
0
711.0
0
714.0
0
716.9
6
719.6
0
72
1.8
8
723.8
1
72
5.3
8
726.6
0
727.4
6
728.0
0
728.5
0
72
8.8
3
728.8
0
72
8.4
2
727.7
0
72
6.6
3
725.2
0
72
3.4
2
721.3
0
71
8.8
3
716.0
0
713.0
0
710.0
0
707.0
0
704.0
0
701.0
0
698.0
0
695.0
0
692.2
7
69
0.0
8
68
8.4
2
687.3
0
68
6.7
2
686.6
7
687.1
7
688.2
0
689.5
0
690.8
0
692.1
0
693.4
0
694.5
9
695.3
9
695.7
9
695.7
9
695.3
9
694.5
9
693.3
9
691.7
9
689.7
9
687.4
0
684.9
0
68
2.5
5
680.7
4
679.4
6
678.7
4
67
8.5
5
678.8
9
679.1
0
678.9
4
678.4
0
677.4
9
676.3
0
675.1
0
673.9
7
673.3
1
673.1
9
673.6
1
674.5
7
676.0
0
677.5
0
679.0
0
680.5
0
68
1.9
5
683.0
6
68
3.7
8
68
4.1
2
684.0
6
68
3.6
2
68
2.7
8
681.5
6
67
9.9
5
678.0
0
676.2
7
675.1
0
674.4
7
674.4
0
674.8
7
675.9
0
677.2
0
678.5
0
679.8
0
68
1.0
5
68
1.9
8
800
1200
1300
800
1200
1300
ME
AD
OW
ST
1000
1500
1600
1300
2000
2100
8900
13500
14700
20700
31200
34100
40400
59500
64900
800
1200
1300
800
1200
1300
5800
8700
9500
6300
9800
10600
3500
5200
5800
1000
1500
1600
1000
1500
1600
4200
6300
6900
1500
2200
2400
1400
2100
2300
McC
OR
MIC
K S
T
McC
OR
MIC
K S
T
FO
RT
WO
RT
H D
R
US
37
7
FO
RT
WO
RT
H D
R
1700
2500
2700
1200
1800
2000
1200
1800
2000
BE
RN
AR
D S
T
1700
2600
2800
1700
2600
2800
1500
2200
2400
1500
2200
2400
AV
EN
UE
C
1900
2800
3000
2000
3000
3300
11200
16900
1840049700
73600
80300
5800
8700
9500
5400
8100
8800
43900
64900
70800
49300
73000
79600
50400
73100
791006300
9200
10000
44100
63900
69100
5500
8600
9400
49600
72500
78500
3200
4800
5200
2400
3600
4000
2000
3000
3300
2600
3900
4300
1200
1800
2000
300
500
6001000
1500
1600900
1300
1400
7600
11400
12400
2200
3300
3600
6800
10200
11100
1500
2200
2400
1500
2200
2400
8300
12400
13500
4400
6300
6800
2900
4100
4400
4600
6700
7200
5300
7700
8500
4200
6100
6700
2100
2900
3100
1000
1500
1600
1100
1600
1800
8800
12700
13800
2500
3500
3800
8000
12100
13200
900
1300
1400
900
1300
1400
3200
4800
52001500
2200
24002700
4100
4500
12500
19000
20700
13200
19900
21700
9000
13600
14800
4200
6300
6900
9300
14200
15500
5000
7500
8200
1100
1700
1900
11800
17700
19400
1100
1700
1900
3200
4900
5300
8500
12800
14000
14000
21500
23500
11500
17500
19100
2500
4000
4400
2800
4200
4600
4800
7300
8000
1400
1900
2100
13300
20100
22000
10100
15100
16600
200
300
400
200
300
400
1300
2000
2100
5700
8600
9300
4400
6600
7200
SBFR
NBFR
IH 35E
1700
2500
2700
1700
2500
2700
800
1200
1300
3600
5500
6000
600
900
1000
500
700
800
N.
TE
XA
S B
LV
D.
900
1300
1400
700
1100
1200
1400
2000
2200
1300
2000
2200
N.
TE
XA
S B
LV
D.
11200
16700
18100
1900
2800
3000
2000
3000
3300
38500
56700
61900
39000
56600
61200
7400
11100
12100
46400
67700
73300
4800
6800
7300
7700
11600
125002700
4000
4300
6400
9700
10500
1500
1900
2000
2800
4200
4500
7600
11100
12000
13600
20500
22400
300
400
500
300
400
500
3600
5500
6200
2400
3600
3800
3700
5600
6300
6100
9200
10100
600
900
1000
PROPOSED COSS
STA 1930+00
…MILE
Ave A
McCormick St
PROPOSED OSB (NB)
STA 1936+00
McCormick
Ave A
St1…
North Texas Blvd ¾
Bonnie Brae St 1
SOUTH
PROPOSED
GROUND MOUNT
STA 1943+00
PROPOSED COSS
STA 1960+00
…MILE
North Texas Blvd
PROPOSED COSS
STA 1970+50
Blvd
North TexasPROPOSED
GROUND MOUNT
STA 1975+00
PROPOSED COSS
STA 1980+00
Bonnie Brae St …
‰
Oak St ¾
SOUTH
Bonnie Brae
St
PROPOSED COSS
STA 1994+00
…MILE
Ft Worth
SOUTH
PROPOSED GROUND MOUNT
STA 1998+00
PROPOSED COSS
STA 2008+00
…MILE
Oak St Ft Worth
SOUTH
PROPOSED GROUND MOUNT
STA 2012+50
PROPOSED GROUND MOUNT
STA 1927+00
PROPOSED COSS
STA 1931+00
Rd
Teasley
1
State School Rd 2…
Post Oak Rd 3…
PROPOSED OSB (SB)
STA 1942+00
Teasley Rd
…MILE
PROPOSED GROUND MOUNT
STA 1959+00
PROPOSED COSS
STA 1963+00
Ft Worth
Dr
PROPOSED COSS
STA 1974+00
…MILE
Ft Worth Dr
PROPOSED COSS
STA 1992+00
Ft Worth Dr ‰
Teasley Rd 1…
2
PAY BYR
ACCESS TO
TOLL
TOLL LANE
PROPOSED COSS
STA 1917+50
PROPOSED COSS
STA 1920+00
PAY BYR
PAY BY M AIL
HOV 2+
1 OCCUPANT
TO Swisher Rd
TOLL LANE
PROPOSED COSS
STA 1930+00
PAY BYR
ACCESS TO
TOLL
TOLL LANE
‰MILE PROPOSED COSS
STA 1935+00
PAY BYR
EXIT TO
TOLL LANE
PAY BYR
PROPOSED COSS (SB)
STA 1949+00
EXIT TO
…MILE
TOLL LANE
N
MA
TC
H L
INE
ST
A. 1
916+
00 S
EE
SH
EE
T 4
CS
J: 0
195-03-050
5 5
Roll 5
of 1
3
Roll 5
of 1
3
MA
TC
H L
INE
ST
A. 2016+
00 S
EE
SH
EE
T 6
CS
J:
0195-03-071
TYPICAL SECTIONS
650
700
630
640
660
670
680
690
750
740
730
720
710
760
NB IH35E ENT RAMP
B PRNETL
L
L
SB IH35E EXIT RAMP
B PRSXTL
PROP ROW
EX ROW
L
L
L
L
L
L
L
L
L
L
L
EX ROW
L
L
L
L
NB MAN. LN ENT RAMP
PROP ROW
L
PR
OP
. E
L
EX
IST
EL
PNBEFR-B16
PNBEFR-B17
PSBEFR-B12
PSBEGP-20
PSBEFR-B15
PSBEGP-21
PSBEFR-B18
PSBEFR-B19
PNBEFR-B24
PSBEGP-22
PSBEGP-23 PSBEFR-C2
650
700
630
640
660
670
680
690
750
740
730
720
710
760
C PFW STA. 10+00.00
MATCH EX PAVEMENT
SB IH35E ENT RAMP
B PDCNWSE
PROP SB GENERAL PURPOSED LN
B PSBEGP
PSBEFR STA. 3967+24.78=
PMC STA. 19+09.41
(SIGNALIZED INTERSECTION)
TRAFFIC DIAGRAM
END ACCESS DENIAL
PNBEFR STA. 2990+33
MA
TC
H L
IN
E S
TA
. 1916+
00 S
EE
SH
EE
T 4
, C
SJ:
0195-03-050
MA
TC
H L
IN
E S
TA
. 2016+
00 S
EE
SH
EE
T 6
, C
SJ:
0195-03-071
END RETAINING WALL
PIH35E STA. 1942+31.88,
131.89’ RT
BEGIN ACCESS DENIAL
PNBEFR STA. 2956+57
BEGIN ACCESS DENIAL
PSBEFR STA. 3959+83
PMC-2
END ACCESS DENIAL
PSBEFR STA. 3963+56
END RETAINING WALL
PRSEMK STA. 28+24.59,
10.00’ LT
PNBEFR-B23
BEGIN RETAINING WALL
PIH35E STA. 2014+00.00,
95.00’ LT
BEGIN RETAINING WALL
PRSENT STA. 13+45.40,
10.00’ LT
PIH35E STA. 1968+83.76=
PMC STA. 17+05.27
END RETAINING WALL
PDCNWSE STA. 33+97.01,
12.00’ RT
END RETAINING WALL
PIH35E STA. 1921+50.00,
124.42’ RT
PRNXFW-4
BEGIN RETAINING WALL
PRNXFW STA. 21+65.64,
10.00’ RT
PRNETL-4
PNBEFR-B18
L
PRSXFW-3
BEGIN RETAINING WALL
PRSEMK STA. 22+81.31,
10.00’ LT
END RETAINING WALL
PIH35E STA. 1956+50.00,
95.00’ LT
PSBEFR-B14
BEGIN RETAINING WALL
PIH35E STA. 1983+50.63,
97.56’ RT
PFW-1
END RETAINING WALL
PIH35E STA. 1967+11.77,
107.64’ RT
L
9500
14300
15300
YEAR 2010 ADT
YEAR 2030 ADT
YEAR 2040 ADT
SIGNALIZED INTERSECTION
TRAFFIC LEGEND:
C PFW STA. 17+83.67
MATCH EX PAVEMENT
PMC-3
PMC-1
C PMC STA. STA 11+30.00
END RECONSTRUCTION
MATCH EX PAVEMENT
END ACCESS DENIAL
PNBEFR STA. 2919+93
END ACCESS DENIAL
PNBEFR STA. 2923+40
BEGIN ACCESS DENIAL
PNBEFR STA. 2924+74
BEGIN ACCESS DENIAL
PNBEFR STA. 2967+40
END ACCESS DENIAL
PNBEFR STA. 2970+40
BEGIN ACCESS DENIAL
PSBEFR STA. 3938+00
END ACCESS DENIAL
PSBEFR STA. 3959+00
BEGIN ACCESS DENIAL
PSBEFR STA. 3956+00
END ACCESS DENIAL
PSBEFR STA. 3965+41
BEGIN ACCESS DENIAL
PSBEFR STA. 3969+63
END ACCESS DENIAL
PSBEFR STA. 3995+50
PROP DRAINAGE EASMENT
BEGIN RETAINING WALL
PIH35E STA. 1970+68.21,
107.76’ LT
END RETAINING WALL
PRSXTL STA. 17+93.22,
10.42’ LT
BEGIN RETAINING WALL
PRSXTL STA. 14+29.19,
10.00’ LT
END RETAINING WALL
PIH35E STA. 1924+49.99,
121.14’ LT
BEGIN ACCESS DENIAL
PSBEFR STA. 3944+86
END ACCESS DENIAL
PSBEFR STA. 3947+55
BEGIN ACCESS DENIAL
PSBEFR STA. 3941+00
END ACCESS DENIAL
PSBEFR STA. 3943+83
BEGIN ACCESS DENIAL
PSBEFR STA. 3953+60
END RETAINING WALL
PRSXFW STA. 16+91.42, 10.00’ LT
END RETAINING WALL
PRSEMK STA. 21+81.52, 10.00’ LT
PRSXFW-4
PRSEMK-5
END RETAINING WALL
PIH35E STA. 1965+18.79,
107.00’ LT
L
PROP ROW
END RETAINING WALL
PDCNESW STA. 21+00.00,
10.00’ LT
PNBEFR-C1
NB IH35E EXIT
RAMP B PDCNESW
PNT-1PNBEFR STA. 2991+43.43=
PNT STA. 16+33.89
(SIGNALIZED INTERSECTION)EX ROW
PNBEFR-B22
PNBEGP-24
PROP ROWPNBEFR STA. 2970+78.90=
PMC STA. 14+99.93
(SIGNALIZED INTERSECTION)
END ACCESS DENIAL
PNBEFR STA. 2949+94
BEGIN ACCESS DENIAL
PNBEFR STA. 2939+94
BEGIN RETAINING WALL
PIH35E STA. 1939+66.29,
118.54’ RT
BEGIN RETAINING WALL
PIH35E STA. 1929+31.64,
130.46’ RT
BEGIN ACCESS DENIAL
PNBEFR STA. 2920+51
PROP NB FRONTAGE RD
B PNBEFRL
PROP MANAGED LANE
TOLL GANTRY
STA. 1980+00BEGIN RETAINING WALL
PIH35E STA. 1998+68.22,
95.00’ RT
END ACCESS DENIAL
PNBEFR STA. 2983+17
SB MAN. LN
EXIT RAMP
BEGIN ACCESS DENIAL
PSBEFR STA. 3934+90
PARCEL ID (314-436) PARCEL ID (438-511)
PARCEL
314
333
341
342
343
346
350
351
354
357
359
360
362
363
364
365
366
367
368
369
370
PARCEL
371
372
374
375
376
378
381
382
384
385
386
387
388
389
390
392
393
394
395
396
397
398
399
400
401
403
PARCEL
457
458
460
461
463
464 I35E
465
466
469
470
471
472
474
475
476
477
478
481
482
483
484
485 LANE, EDDIE
PARCEL
487
488
489
490
491
492
493
494
496
497
498
499
500
502
503 I35
504
505
507
511
PARCEL ID (457-511)
PARCEL ID (371-404)
PARCEL ID (314-370)
PARCEL OWNER NAME PARCEL ADDRESS OCCUPANT
314 ACME BRICK CO 210 ACME ST VACANT UNDEVELOPED
333 ZIMBER PROP LTD 260-264 S I35E
STATE FARM; DIVINE MERCY;
EHRHART’S; COOKIES BY
DESIGN
341MASON-HARRISON-JARRARD
ENT930 FORT WORTH DR SONIC
342 CANDY HAVEN INC 301 N I35ECANDY HAVEN; KOLACHE
HAVEN
343 GJO & AM INVESTMENTS INC 518 ACME ST WINFREE ACADEMY
346GIORGIO, GIORDANO &
BURDISSO RICCARDO309 S I35E VACANT UNDEVELOPED
350 KULLE, RUSSELL E 515 I35BANKERS LIQUIDATION
OUTLET
351 KELSOE OIL CO 915 FORT WORTH DRJOHNNY JOE’S CONOCO GAS
STATION
354 JSTR DEVELOPMENT LTD 501 N I35E EAGLE MOTORS
357PATEL & PATEL GENERAL
PARTNERS601 N I35E DAYS INN
359 RINEY INV LTD 501 N I35E BILLBOARD
360 YSI IX LP 201 S I35E U-STORE-IT SELF STORAGE
361 RINEY, ROY & KATHY 1600 MEADOW/I35 DR
ROY RINEY INSURANCE;
MERIDIAN BANK OF TEXAS;
NEW HOME CENTER
362 MARTIN, STEPHEN L & GARY L 220 N I35E VACANT BLDG
363 SAC SELF STORAGE CORP 164 N I35E U-HAUL SELF STORAGE
364 JESWOOD PROPERTIES 801 N I35E E-Z STORAGE
365 RINEY, ROY & KATHY 100 N I35E ROY RINEY PARKING LOT
366 MARTIN, STEPHEN L & GARY L 220 I35E VACANT UNDEVELOPED
367 MB 35 LLC 900 WILLOWOOD WILLOW WOOD APARTMENTS
368AZALEA COMMERCIAL PROP
LTD510 N I35 E RAMEY KING INSURANCE
369 TABU PROPERTY I LLC ETAL 735 FORT WORTH DR TACO BUENO
370 MARTIN, STEPHEN L & GARY L 1724 BERNARD ST QUICK TRACK GAS STATION
371 DENTON HIDDEN HILL I LP FORT WORTH DR VACANT UNDEVELOPED
372 DENTON HIDDEN HILL I LP 500 N I35 VACANT UNDEVELOPED
374 ZB EAGLE PARTNERS LTD P/S 718 FORT WORTH DR
VALERO GAS STATION; ZB
EAGLE PARTNERS LTD;
LIBERTY TAX SERVICE;
LIGHTBEAR PRODUCTIONS
375 RPS VENTURES INC 701 I35E VACANT UNDEVELOPED
376 B & K HOSPITALITY INC 611 I35E NORTHMOTEL DESERT SANDS; MOTOR
INN OFFICE; VACANT BLDG
378 DENTON BAPTIST TEMPLE IH 35E @ BERNARD ST DENTON BAPTIST PARKING
381 COMPASS BANK FORT WORTH DR COMPASS BANK
382 DENTON BAPTIST TEMPLE IH 35E @ BERNARD ST DENTON BAPTIST
384 DENTON BAPTIST TEMPLE IH 35E @ BERNARD STYOUTH CENTER DENTON
BAPTIST TEMPLE
385 RPS VENTURES INC 701 I35E VACANT UNDEVELOPED
386 RICHTER, SCOTT 1101 LINDSEY ST RESIDENTIAL
387PRALLE, MYRA K & JANIS
JONES1608 BERNARD ST RESIDENTIAL
388 RICHTER, SCOTT 1105 LINDSEY ST RESIDENTIAL
389 HILL, MARY JO 1203 LINDSEY ST RESIDENTIAL
390 RILEY, TONY A 1205 LINDSEY RESIDENTIAL
392PRALLE, MYRA K & JANIS
JONES702 STEMMONS EXPRESSWAY RESIDENTIAL
393 LOCUST FORT WORTH LLC 701 FORT WORTH DR RESIDENTIAL
394 RICHTER, SCOTT 1109 LINDSEY ST RESIDENTIAL
395 K&H PROP INC 1201 LINDSEY ST RESIDENTIAL
396 DENTON BAPTIST TEMPLE DENTON BAPTIST
397 JONES, C T 909 LINDSEY RESIDENTIAL
398 JONES, C T 909 LINDSEY RESIDENTIAL
399 JONES, C T 903 LINDSEY RESIDENTIAL
400 BAILEY, LARRY L 901 LINDSEY ST RESIDENTIAL
401 BRYANT, JON K 1202 LINDSEY RESIDENTIAL
403 BRYANT, JON K 1202 LINDSEY RESIDENTIAL
404BOLDIN, GLENDA HARPER &
JAMES R1210 LINDSEY ST RESIDENTIAL
407 WEBER, JOHN T 1220 LINDSEY RESIDENTIAL
408 RIGGS, JAMES G 1206 LINDSEY RESIDENTIAL
409BAKER DISTRIBUTING CO LLC
DBA800 N I35E FINA GAS STATION
410 JONES, C T 920 LINDSEY RESIDENTIAL
411 COX, INA CHARLINE 914 LINDSEY RESIDENTIAL
413 WILSON, CHARLES S 1210 LINDSEY VACANT UNDEVELOPED
415 BURGIN, KELLEY D 1523 MCCORMICK VACANT UNDEVELOPED
416 FOREMOST PROPERTIES LLC 1520 MCCORMICK RESIDENTIAL
417 STONE, STEVEN C 1519 MCCORMICK VACANT UNDEVELOPED
418 STONE, CALEB C 1519 MCCORMICK RESIDENTIAL
419 FOREMOST PROPERTIES LLC 1516 MCCORMICK RESIDENTIAL
421 HOVAIDAR, SAFID MASOOD I35 VACANT UNDEVELOPED
423 HEROD, ORRENA H 1515 MCCORMICK RESIDENTIAL
424 HAGHIGHI, MOHAMAD R I35E VACANT UNDEVELOPED
425 FOREMOST PROPERTIES LLC 1512 MCCORMICK RESIDENTIAL
426 WARDE, WILLIAM B, JR 1511 MCCORMICK RESIDENTIAL
427 HAGHIGHI, MOHAMAD R I35E VACANT UNDEVELOPED
428 ABBOTT, JUDITH P 1510 MCCORMICK RESIDENTIAL
429 HAGHIGHI, MOHAMAD R I35E VACANT UNDEVELOPED
430 HEROD, ORRENA H 1501 MCCORMICK RESIDENTIAL
431 HAGHIGHI, MOHAMAD R I35E VACANT UNDEVELOPED
432 HEROD, ORRENA H 1501 MCCORMICK RESIDENTIAL
433 KARVOUNIARIS, JOHN 1508 MCCORMICK RESIDENTIAL
434CUMBERLAND PRESBYTERIAN
CHILDREN’S1304 BERNARD ST CUMBERLAND PRESBYSTERIAN
435 CARUTHERS, TOMMY L, SR 1103 N I35E FINA GAS STATION
436 GINNINGS, J L 1502 MCCORMICK RESIDENTIAL
PARCEL OWNER NAME PARCEL ADDRESS OCCUPANT
438 CARUTHERS, TOMMY L, SR1103 N I35E @ MCCORMICK
(SEC)FINA GAS STATION
440 VAJIA INV CORP 1100 N I35E COMFORT SUITES
441 DODD, MARY H 1107 GREENLEE RESIDENTIAL
443 MARTIN, ZEKE ETAL 1201 N I35 VACANT UNDEVELOPED
444 GINNINGS, REBECCA JEAN 1421 GREENLEE VACANT UNDEVELOPED
446 VAJIA INV CORP 1104 N I35E VACANT UNDEVELOPED
449 ABBOTT, WAYNE R 1219 KNIGHT ST RESIDENTIAL
450 LAMBDA CHI ALPHA PROP INC 1234 AVE A RESIDENTIAL
451 MOTIVA ENTERPRISES LLC 1223 MCCORMICKSHELL/SEVEN ELEVEN GAS
STATION
452 MARTIN, ZEKE ETAL 1502 GREENLEE VACANT UNDEVELOPED
454 HUNTER, JAMES R 1215 KNIGHT ST RESIDENTIAL
455 ABBOTT, JOSEPHINE P 1504 GREENLEE RESIDENTIAL
457 KELSOE, JERRY M 1200 N I35E PHILLIPS 66 GAS STATION
458 KNT FRONTAGE LLC 1207 KNIGHT ST VACANT BLDG
460 WENACO TWO, LLC 1210-1214 KNIGHT RESIDENTIAL
461VOGEL, MICHAEL L &
MAK-VOGEL, HELENA H F1226-1232 AVE A/MCCORMICK SCOTT BROWN RENTALS
463PARKS, EVIS R & WANDA R,
TRUSTEES1203 S AVE C RESIDENTIAL
464 CNL INCOME FUND VIII LTD I35E TACO CABANA
465 WENACO TWO, LLC 1305 N I35E TAQUERIA EL PICANTE
466 BMAJ INC 1210 I35E ROYAL INN & SUITES
469CHAPEL HILL COMMERCIAL
INV LLC1216/1220 AVENUE A RESIDENTIAL
470 HAN, LINDA J TRUSTEE 1201 S AVENUE C RESIDENTIAL
471 DENTON, CITY OF AVE A @ I35E FIRE STATION
472 NET LEASE FUNDING 2005 LP 1210 N I35E TACO CABANA
474 STONEBURNER, C W, III 1201 KENDOLPH DR RESIDENTIAL
475 WILLINGHAM, THELMA 1200 AVENUE C RESIDENTIAL
476 WARDE, WM B 1120 KENDOLPH DR RESIDENTIAL
477 WIRTZ, MARK 1131 NORTH TEXAS BLVD RESIDENTIAL
478 DENTON, CITY OF IH 35E @ AVE C VACANT UNDEVELOPED
481 NOELL, KENT C 1432 UNDERWOODDENTON CHIROPRACTIC
CENTER
482 NOELL, KENT C 1432 UNDERWOODDENTON CHIROPRACTIC
CENTER
483 NOELL, KENT C 1117 COLLIERDENTON CHIROPRACTIC
CENTER
484 TEAL, NANCY SHARER & 1114 KENDOLPH DR RESIDENTIAL
485 LANE, EDDIE 1125 NORTH TEXAS BLVD RESIDENTIAL
487WESTDALE CARRIAGE SQUARE
LTD1627 EAGLE CARRIAGE SQUARE PARKING
488WESTDALE CARRIAGE SQUARE
LTD1609 EAGLE CARRIAGE SQUARE PARKING
489 ILTEN, DAVID E NORTH TEXAS BLVD VACANT UNDEVELOPED
490 UNIVERSITY OF NORTH TEXAS 2211 N I35E VACANT BLDG
491 UNIVERSITY OF NORTH TEXAS 2211 N I35E VACANT UNDEVELOPED
492 UNIVERSITY OF NORTH TEXAS 2211 N I35E VACANT UNDEVELOPED
493 FIFTEEN HUNDRED I35E LTD 1500 I35E SACK N’ SAVE
494FRANCHISE REALTY
INTERSTATE CORP1600 I35E MCDONALD’S
496DOUGLASS W DISTRIBUTING
LTD P/S1011 NORTH TEXAS BLVD EXXON GAS STATION
497WESTDALE CARRIAGE SQUARE
LTD903-1115 AVE C
PLANET TAN; THIS SUDS FOR
YOU; PANCHOS; GTI; DOLLAR
GENERAL;; HOLY FAMILY
THRIFT; 99 CENT STORE;
ROCKIN RODEO; XS; HOOYA;
CENTRAL GRILL; NATURAL
NAILS; TAW KWON DO; SUPER
CUTS; PHYSICAL THERAPY;
CHOCOLATE AMORE; SIAM
HOUSE; METRO PCS; ECONO
CLEANERS; SMOTHIE
FACTORY; CHASE BANK
498 UNIVERSITY OF NORTH TEXAS 2211 N I35E RADDISON HOTEL
499 UNIVERSITY OF NORTH TEXAS 2211 N I35E VACANT UNDEVELOPED
500 ANDYS PANCAKES REALTY CO 1001 NORTH TEXAS BLVD IHOP
502 UNIVERSITY OF NORTH TEXAS I35E (OFF OF) VACANT UNDEVELOPED
503 UNIVERSITY OF NORTH TEXAS I35 VACANT UNDEVELOPED
504 UNIVERSITY OF NORTH TEXAS I35E (OFF OF) VACANT UNDEVELOPED
505 UNIVERSITY OF NORTH TEXAS I35E (OFF OF) VACANT UNDEVELOPED
507 UNIVERSITY OF NORTH TEXAS 2211 N I35EUNT PERFORMING ARTS
CENTER
511 UNIVERSITY OF NORTH TEXAS N I35E UNT FOOTBALL STADIUM
L
PIH35E STA. 2005+50.00=
PPEDX STA. 15+34.67
C PMC STA 23+39.16
MATCH EX PAVEMENTL
BEGIN ACCESS DENIAL
PNBEFR STA. 3005+65
END RETAINING WALL
PPEDX STA. 13+30.82,
11.00’ LT & RT
PSBEGP-24
PIH35E-10
PROP SB GENERAL PURPOSE LN
B PSBEGP
PSBEFR-C1
BEGIN RETAINING WALL
PPEDX STA. 16+99.86,
11.00’ LT & RT
PRNETL-3
PRNXFW-3
PRELIMINARY
SUBJECT TO CHANGE
PRELIMINARY
SUBJECT TO CHANGE
SUPERELEVATI ON TABLE - ROLL 5
CHAIN CURVE NAMEBEGIN TRANSITION END TRANSITION BEGIN TRANSITION END TRANSITION
STA e STA e STA e STA e
PIH35E NB PIH35E-8 1929+59.00 -2.50% 1935+74.00 -5.20% 1949+33.00 -5.20% 1955+48.00 -2.50%
PIH35E NB PIH35E-9 1957+10.00 -2.50% 1969+22.00 2.60% 1985+46.00 2.60% 1997+58.00 -2.50%
PIH35E SB PIH35E-8 1921+49.00 2.50% 1939+79.00 -5.20% 1945+28.00 -5.20% 1963+58.00 2.50%
PIH35E SB PIH35E-9 1963+80.00 2.50% 1965+87.00 2.60% 1988+81.00 2.60% 1990+88.00 2.50%
PIH35E SB PIH35E-10 2012+16.00 2.50% 2025+24.00 -3.80% 2053+73.00 -3.80% 2074+07.00 2.50%
PRNEFW PRNEFW-3 13+94.00 -2.00% 15+68.00 5.10% 16+23.00 5.10% 18+93.00 -6.00%
PRNEFW PRNEFW-4 16+23.00 5.10% 18+93.00 -6.00% 20+24.00 -6.00% 21+44.00 -2.00%
PRNEFW -- 21+86.00 -2.00% 23+06.00 -2.93% -- -- -- --
PRNETL PRNETL-3 16+22.00 -2.00% 18+05.00 5.50% 18+84.00 5.50% 21+51.00 -5.50%
PRNETL PRNETL-4 18+84.00 5.50% 21+51.00 -5.50% 21+79.00 -5.50% 22+99.00 -2.50%
PRNXFW PRNXFW-3 17+41.00 -2.50% 18+61.00 -5.50% 19+02.00 -5.50% 21+69.00 5.50%
PRNXFW PRNXFW-4 19+02.00 -5.50% 21+69.00 5.50% 22+34.00 5.50% 24+17.00 -2.00%
PRNXMK -- 15+83.00 -5.20% 17+03.00 -2.00% -- -- -- --
PRNXMK PRNXMK-2 17+89.00 -2.00% 19+09.00 -5.50% 20+89.00 -5.50% 23+47.00 5.10%
PRNXMK PRNXMK-3 20+89.00 -5.50% 23+47.00 5.10% 23+68.00 5.10% 25+42.00 -2.00%
PRNXNT -- 15+38.00 2.60% 16+58.00 -2.00% -- -- -- --
PRSEMK PRSEMK-3 15+56.00 -4.48% 16+76.00 -2.21% -- -- -- --
PRSEMK PRSEMK-4 18+95.00 -2.21% 20+84.00 5.50% 21+58.00 5.50% 24+25.00 -5.50%
PRSEMK PRSEMK-5 21+58.00 5.50% 24+25.00 -5.50% 25+66.00 -5.50% 27+49.00 2.00%
PRSENT -- 15+66.00 2.60% 16+86.00 2.00% -- -- -- --
PRSXFW PRSXFW-3 13+71.00 2.00% 15+54.00 -5.50% 16+95.00 -5.50% 19+62.00 5.50%
PRSXFW PRSXFW-4 16+95.00 -5.50% 19+62.00 5.50% 20+23.00 5.50% 21+43.00 2.00%
PRSXFW -- 21+97.00 2.00% 23+17.00 0.57% -- -- -- --
PRSXTL -- 15+58.00 2.00% 16+78.00 0.18% -- -- -- --
PRNXBB -- 17+62.00 -2.50% 17+82.00 -2.00% -- -- -- --
NOTE: CURVE NAMES ARE NOT PROVIDED FOR RAMP SUPER ELEVATION TRANSITIONS TO MATCH THE MAINLANE CROSS SLOPE.
BEGIN RETAINING WALL
PIH35E STA. 1921+50.00,
116.38’ LT
END ACCESS DENIAL
PSBEFR STA. 3921+22
EX ROW
BEGIN RETAINING WALL
PIH35E STA. 1930+21.14,
151.10’ LT
END RETAINING WALL
PRNXFW STA. 24+15.00,
10.00’ RT
NB IH35E EXIT RAMP
B PRNXFW
PNBEGP-22
END ACCESS DENIAL
PNBEFR STA. 2929+02
END RETAINING WALL
PIH35E STA. 1927+20.47,
134.57’ RT
PIH35E-8
END RETAINING WALL
PRNEFW STA. 16+68.78,
10.00’ RT
PNBEFR-B19
PRNXMK-2
BEGIN ACCESS DENIAL
PNBEFR STA. 2947+60
PRNEFW-3
NB IH35E ENT RAMP
B PRNEFW
BEGIN RETAINING WALL
PRNEFW STA. 14+78.22, 10.00’ RT
BEGIN RETAINING WALL
PRNXMK STA. 17+23.79, 10.00’ RT
END ACCESS DENIAL
PNBEFR STA. 2945+05
PNBEGP-23
PIH35E STA. 1938+06.68=
PFW STA. 14+30.41
PNBEFR STA. 2939+19.00=
PFW STA. 12+59.55
(SIGNALIZED INTERSECTION)
END ACCESS DENIAL
PNBEFR STA. 2938+32
END RETAINING WALL
PIH35E STA. 1936+14.73,
119.15’ RT
BEGIN ACCESS DENIAL
PNBEFR STA. 2937+00
BEGIN RETAINING WALL
PRNEFW STA. 19+60.61, 10.00’ RT
PSBEFR-B13
PRSEMK-3
BEGIN RETAINING WALL
PIH35E STA. 1948+51.45, 96.00’ LT
PRSEMK-4
SB IH35E EXIT RAMP
B PRSXFW
L
BEGIN RETAINING WALL
PRSXFW STA. 13+50.00,
10.00’ LT
PRNXMK-3
PRNEFW-4
END RETAINING WALL
PIH35E STA. 1953+50.00,
95.00’ RT
END RETAINING WALL
PRNXMK STA. 26+97.80,
10.00’ RT
NB IH35E EXIT RAMP
B PRNXMK
PROP NB GENERAL PURPOSE LN
B PNBEGP
BEGIN RETAINING WALL
BEGIN NOISE WALL
PIH35E STA. 1944+50.00, 98.77’ RT
END NOISE WALL
PIH35E STA 1952+00.00,
95.00’ RT
BEGIN NOISE WALL
PRNEFW STA 20+38.00,
10.00’ RT
END NOISE WALL
PIH35E STA 1955+00.00,
126.75’ RT
BEGIN NOISE WALL
PIH35E STA. 1949+15.00,
95.63’ LT
SB IH35E ENT RAMP
B PRSEMK
END NOISE WALL
PIH35E STA. 1957+25,
95.00’ LT
END ACCESS DENIAL
PSBEFR STA. 3955+06
BEGIN RETAINING WALL
PRSXFW STA. 19+81.25,
10.00’ LT
BEGIN NOISE WALL
PRSXFW STA. 20+25.00, 10.0’ LT
BEGIN ACCESS DENIAL
PSBEFR STA. 3964+00
BEGIN NOISE WALL
PIH35E STA 1961+75,
107.00’ RT
PNBEFR-B20
BEGIN ACCESS DENIAL
PNBEFR STA. 2972+31
PNBEFR-B21
BEGIN RETAINING WALL
PIH35E STA. 1972+48.15,
123.74’ RT
END ACCESS DENIAL
PNBEFR STA. 2974+74
END RETAINING WALL
END NOISE WALL
PRNXNT STA. 18+00.00,
10.00’ RT
END ACCESS DENIAL
PNBEFR STA. 2978+98
BEGIN ACCESS DENIAL
PNBEFR STA. 2979+75NB IH35E EXIT RAMP
B PRNXNT
END RETAINING WALL
PIH35E STA. 1979+50.00,
97.76’ RT
PRNXNT-3
BEGIN RETAINING WALL
BEGIN NOISE WALL
PIH35E STA. 1976+50.00,
97.63’ RT
END NOISE WALL
PIH35E STA 1982+70,
97.64’ RT
END RETAINING WALL
PIH35E STA. 1974+50.00,
108.14’ LT
PSBEFR-B16
END ACCESS DENIAL
PSBEFR STA. 3975+40
PIH35E-9
BEGIN ACCESS DENIAL
PSBEFR STA. 3976+37
PRSENT-3
END ACCESS DENIAL
PSBEFR STA. 3979+89
BEGIN RETAINING WALL
PIH35E STA. 1980+49.36,
96.50’ LT
BEGIN ACCESS DENIAL
PSBEFR STA. 3980+73
END ACCESS DENIAL
PSBEFR STA. 3988+84
END RETAINING WALL
PIH35E STA. 1989+40.34,
96.50’ LT
END NOISE WALL
PIH35E STA 1988+70,
96.53’ LT
PSBEFR-B17
BEGIN NOISE WALL
PIH35E STA 1982+30,
96.56’ LT
END NOISE WALL
PIH35E STA 1983+20,
128.57’ LT
SB IH35E ENT RAMP
B PRSENT
END RETAINING WALL
PRSENT STA. 19+59.93,
10.00’ LT
PROP SB FRONTAGE RD
B PSBEFR
PSBEFR STA. 3989+78.18=
PNT STA. 19+28.67
(SIGNALIZED INTERSECTION)
BEGIN ACCESS DENIAL
PSBEFR STA. 3991+07
C PNT STA. 23+42.70
MATCH PROP PAVEMENT
BY OTHERS
L
BEGIN RETAINING WALL
PIH35E STA. 1990+91.82,
96.50’ LT
PNT-2
END RETAINING WALL
PIH35E STA. 1989+14.44,
96.56’ RT
PIH35E STA. 1990+41.50=
PNT STA. 17+78.76
BEGIN RETAINING WALL
PIH35E STA. 1991+28.55,
96.50’ RT
C PNT STA. 11+00.00
MATCH EX PAVEMENT
BEGIN ACCESS DENIAL
PNBEFR STA. 2992+07
PNBEGP-25
PNBEGP-26
END NOISE WALL
PIH35E STA 2002+84, 177’ RT
END ACCESS DENIAL
PNBEFR STA. 3012+68
BEGIN CSJ: 0195-03-071
C PIH35E STA.2010+00.00
END CSJ: 0195-03-050
BEGIN RETAINING WALL
PDCNESW STA. 14+95.46,
10.00’ LT
END RETAINING WALL
PRNXBB STA. 23+40.00, 10.00’ RT
PIH35E STA. 2004+50.00, 95.00’ RT
PNBEGP-27
NB IH35E EXIT RAMP
B PRNXBBEND ACCESS DENIAL
PNBEFR STA. 2995+50
EX ROW
BEGIN NOISE WALL
PIH35E STA 2994+80, 12.00’ RT
END ACCESS DENIAL
PSBEFR STA. 3939+50
PROP SB FRONTAGE RD
B PSBEFR
BEGIN RETAINING WALL
PIH35E STA. 1939+80.80,
122.50’ LT
END RETAINING WALL
PIH35E STA. 1936+56.58,
132.17’ LT
END ACCESS DENIAL
PSBEFR STA. 2926+68
PSBEFR STA. 3937+25.75=
PFW STA. 16+03.29
(SIGNALIZED INTERSECTION)
PFW-2
END ACCESS DENIAL
PNBEFR STA. 2962+95
BEGIN ACCESS DENIAL
PNBEFR STA. 2984+57
HORIZONTAL CURVE DATA - ROLL 5
CHAIN CURVE PI STATION DELTA RADIUS TANGENT LENGTH CHORD BEARINGCHORD
LENGTHPC STATION PT STATION
PIH35E
PIH35E-8 1942+76.40 31^33’04.24" 3,212.85 907.67 1,769.23 N 64^ 04’ 40.01" W 1746.96 1933+68.73 1951+37.96
PIH35E-9 1977+44.67 18^14’19.90" 7,639.80 1,226.36 2,431.96 N 57^ 25’ 17.84" W 2421.71 1965+18.32 1989+50.28
PIH35E-10 2002+94.74 6^53’21.74" 12,000.00 722.32 1,442.91 N 63^ 05’ 46.92" W 1442.04 1995+72.42 2010+15.32
PNBEGP
PNBEGP-22 1923+49.59 3^01’14.02" 10,750.00 283.43 566.73 N 79^ 24’ 32.82" W 566.66 1920+66.16 1926+32.89
PNBEGP-23 1943+14.46 32^37’01.95" 3,100.00 907.01 1,764.76 N 64^ 36’ 38.86" W 1741.03 1934+07.46 1951+72.22
PNBEGP-24 1977+81.11 18^14’19.90" 7,536.00 1,209.69 2,398.92 N 57^ 25’ 17.84" W 2388.81 1965+71.41 1989+70.33
PNBEGP-25 1992+07.93 0^40’36.51" 10,786.00 63.71 127.41 N 66^ 52’ 46.05" W 127.41 1991+44.22 1992+71.63
PNBEGP-26 1993+34.91 0^40’36.51" 10,714.00 63.28 126.56 N 66^ 52’ 46.05" W 126.56 1992+71.63 1993+98.19
PNBEGP-27 2003+31.62 06^53’21.74" 11,953.00 1996+12.13 2010+49.38
PSBEGP
PSBEGP-20 1941+54.72 32^27’33.69" 3,515.00 1,023.18 1,991.33 N 64^ 31’ 54.73" W 1964.80 1931+31.54 1951+22.87
PSBEGP-21 1977+18.04 18^14’19.90" 7,639.00 1,226.23 2,431.71 N 57^ 25’ 17.84" W 2421.45 1964+91.82 1989+23.52
PSBEGP-22 1991+38.60 0^40’36.51" 10,786.00 63.71 127.41 N 66^ 12’ 09.53" W 127.41 1990+74.89 1992+02.30
PSBEGP-23 1992+65.59 0^40’36.51" 10,714.00 63.28 126.56 N 66^ 12’ 09.53" W 126.56 1992+02.30 1993+28.86
PSBEGP-24 2002+67.95 6^53’21.74" 12,047.00 725.15 1,448.56 N 63^ 05’ 46.92" W 1447.69 1995+42.80 2009+91.36
PSBEFR
PSBEFR-B12 3920+67.20 2^30’12.47" 2,500.00 54.63 109.23 N 82^ 00’ 47.80" W 109.23 3920+12.57 3921+21.81
PSBEFR-B13 3944+09.13 36^49’52.34" 4,350.00 1,448.37 2,796.29 N 62^ 20’ 45.40" W 2748.39 3929+60.77 3957+57.06
PSBEFR-B14 3964+85.37 5^56’52.95" 4,000.00 207.81 415.25 N 46^ 54’ 15.70" W 415.07 3962+77.56 3966+92.81
PSBEFR-B15 3970+08.35 4^47’54.62" 7,531.00 315.54 630.72 N 52^ 16’ 39.49" W 630.54 3966+92.81 3973+23.53
PSBEFR-B16 3974+52.69 3^41’49.37" 4,002.00 129.16 258.23 N 56^ 31’ 31.48" W 258.19 3973+23.53 3975+81.76
PSBEFR-B17 3982+11.69 4^10’09.10" 4,002.00 145.67 291.21 N 60^ 27’ 30.71" W 291.15 3980+66.02 3983+57.23
PSBEFR-B18 3984+61.63 1^35’16.86" 7,533.00 104.40 208.79 N 63^ 20’ 13.69" W 208.78 3983+57.23 3985+66.02
PSBEFR-B19 3987+70.32 1^35’59.05" 4,000.00 55.84 111.68 N 64^ 55’ 51.64" W 111.68 3987+14.48 3988+26.16
PSBEFR-C1 4001+31.49 3^46’38.83" 15,000.00 494.65 988.93 N 63^ 50’ 31.75" W 988.76 3996+36.85 4006+25.78
PSBEFR-C2 4011+83.90 2^50’38.12" 5,000.00 124.12 248.18 N 63^ 22’ 31.40" W 248.15 4010+59.78 4013+07.96
PRNETLPRNETL-3 18+41.04 1,000.00 96.29 191.99 N 80^ 40’ 26.16" W 191.69 17+44.75 19+36.74
PRNETL-4 21+59.51 1,000.00 59.59 119.04 N 82^ 45’ 49.15" W 118.97 20+99.92 22+18.96
PRNXFWPRNXFW-3 18+88.83 1,000.00 67.04 133.88 N 74^ 03’ 48.26" W 133.78 18+21.79 19+55.67
PRNXFW-4 22+05.76 1,000.00 89.92 179.36 N 75^ 21’ 58.88" W 179.12 21+15.84 22+95.20
PRNEFWPRNEFW-3 15+89.39 7^35’31.44" 1,200.00 79.62 159.01 N 58^ 49’ 48.37" W 158.89 15+09.77 16+68.78
PRNEFW-4 19+51.87 14^19’26.20" 900.00 113.09 225.00 N 55^ 27’ 50.98" W 224.41 18+38.78 20+63.78
PRNXMKPRNXMK-2 20+05.00 15^28’11.50" 1,000.00 135.83 270.00 N 52^ 30’ 39.00" W 269.18 18+69.17 21+39.17
PRNXMK-3 23+63.14 6^01’34.63" 1,200.00 63.17 126.21 N 47^ 47’ 20.57" W 126.16 22+99.97 24+26.19
PRNXNT PRNXNT-3 17+11.59 2^37’18.45" 7,610.00 174.14 348.23 N 56^ 54’ 15.46" W 348.19 15+37.45 18+85.67
PRSEMK
PRSEMK-3 17+31.58 5^38’09.16" 3,585.00 176.46 352.64 N 52^ 43’ 26.38" W 352.49 15+55.11 19+07.75
PRSEMK-4 21+22.84 7^26’54.42" 1,000.00 65.09 130.00 N 53^ 37’ 49.01" W 129.91 20+57.75 21+87.75
PRSEMK-5 25+10.31 13^25’27.00" 1,000.00 117.69 234.30 N 50^ 38’ 32.73" W 233.76 23+92.63 26+26.92
PRSXFWPRSXFW-3 16+18.61 14^19’26.20" 1,000.00 125.66 250.00 N 46^ 58’ 19.84" W 249.35 14+92.96 17+42.96
PRSXFW-4 19+88.70 8^29’31.15" 1,000.00 74.24 148.21 N 44^ 03’ 22.31" W 148.08 19+14.46 20+62.67
PRSENT PRSENT-3 17+95.10 3^28’41.80" 7,569.00 229.82 459.49 N 60^ 48’ 14.36" W 459.42 15+65.28 20+24.78
PFWPFW-1 10+76.23 0^32’14.56" 2,000.00 9.38 18.76 S 25^ 00’ 45.62" W 18.76 10+66.85 10+85.61
PFW-2 17+00.82 11^01’58.97" 2,604.35 251.53 501.5 S 19^ 45’ 53.41" W 500.73 14+49.30 19+50.80
PMC
PMC-1 13+54.46 56^31’40.63" 300 161.29 295.98 S 27^ 16’ 32.38" W 284.12 11+93.17 14+89.15
PMC-2 21+78.71 7^21’29.84" 499 32.09 64.08 S 2^ 41’ 26.99" W 64.04 21+46.62 22+10.71
PMC-3 22+33.87 5^18’13.82" 500 23.16 46.28 S 3^ 43’ 05.00" W 46.27 22+10.71 22+56.99
PNTPNT-1 14+29.13 80^17’32.39" 350 295.21 490.48 S 15^ 19’ 06.39" E 451.32 11+33.92 16+24.40
PNT-2 20+90.11 68^55’19.39" 300 205.88 360.88 S 59^ 17’ 19.50" W 339.51 18+84.23 22+45.10
1^ 00’ 00.00"
6^ 49’ 14.04"
7^ 40’ 15.10"
0^ 16’ 36.34"
1,437.26719.49 N 63^05’ 46.92" W 1,436.39
PNBEFR
PNBEFR-B15 2918+54.16 5 ̂04’ 50.88" 2,000.00 88.73 177.35 N 77^ 42’ 51.61" W 177.30 2917+65.43 2919+42.78
PNBEFR-B16 2924+98.78 4 ̂41’ 42.85" 4,000.00 163.99 327.79 N 82^ 36’ 08.47" W 327.70 2923+34.79 2926+62.58
PNBEFR-B17 2928+21.70 4 ̂33’ 21.76" 4,000.00 159.12 318.07 N 82^ 40’ 19.02" W 317.99 2926+62.58 2929+80.65
PNBEFR-B18 2941+04.58 25^ 21’ 35.89" 1,800.00 404.99 796.71 N 67^ 42’ 50.20" W 790.22 2936+99.59 2944+96.30
PNBEFR-B19 2948+62.86 2 ̂43’ 54.37" 5,000.00 119.22 238.39 N 53^ 40’ 05.07" W 238.37 2947+43.64 2949+82.03
PNBEFR-B20 2959+82.67 4 ̂00’ 00.00" 5,000.00 174.60 349.07 N 50^ 18’ 07.88" W 349.00 2958+08.06 2961+57.13
PNBEFR-B21 2973+29.90 10^ 51’ 37.21" 7,646.00 726.82 1,449.29 N 53^ 43’ 56.49" W 1447.12 2966+03.08 2980+52.37
PNBEFR-B22 2982+33.10 5 ̂10’ 26.68" 4,000.00 180.73 361.22 N 61^ 44’ 58.44" W 361.10 2980+52.37 2984+13.58
PNBEFR-B23 2989+02.72 2 ̂02’ 50.80" 7,632.00 136.38 272.73 N 65^ 21’ 37.18" W 272.71 2987+66.34 2990+39.07
PNBEFR-B24 2997+37.94 3 ̂20’ 40.51" 4,000.00 116.78 233.50 N 64^ 42’ 42.33" W 233.46 2996+21.16 2998+54.66
PNBEFR-C1 3012+03.65 13^ 36’ 01.15" 2,800.00 333.89 664.64 N 56^ 14’ 21.50" W 663.08 3008+69.77 3015+34.40
PROPOSED PEDESTRIAN BRIDGE
B PPDEX
BEGIN CSJ: 0195-03-075
PPEDX STA. 10+65.00
BEGIN CONSTRUCTION OF PEDESTRIAN BRIDGE
BEGIN RETAINING WALL, 11.00’ LT & RT
END CSJ: 0195-03-075
PPEDX STA. 19+35.00
END CONSTRUCTION OF PEDESTRIAN BRIDGE
END RETAINING WALL, 11.00’ LT & RT
BEGIN ACCESS DENIAL
PNBEFR STA. 2975+80
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