Embed Size (px)
Citation preview
TEXAS DEPARTMENT OF TRANSPORTATION
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
PRELIMINARYFOR INTERIM REVIEW ONLY
P.E. NO. DATENAME
N.T.S.
P.E. NO. DATENAME
LEGEND:
DALLAS DISTRICT
TXDOT DALLAS DISTRICT
R
VERTICAL SCALE:
HORIZONTAL SCALE:
3020100 40
4003002001000
TEXAS COUNTY MAP
N.T.S.
LOCATION MAP
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
NOT INTENDED FOR REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES. THEY WERE
PREPARED BY OR UNDER THE SUPERVISION OF:
MATTHEW G. CRAIG 69910
CHAD R. GARDINER 93793
EXISTING ROW
EXISTING PROPERTY LIMITS
POTENTIAL DISPLACEMENTS
PROPOSED ROW
PROPOSED EDGE OF PAVEMENT
PROPOSED PRELIMINARY NOISE WALL
PROPOSED BRIDGE BENT
PROPOSED BRIDGE ABUTMENT
EXISTING STORM SEWER
DIRECTION OF TRAVEL
PROPOSED CULVERT
PROPOSED BRIDGE
PROPOSED FRONTAGE ROAD
PROPOSED CROSS STREET
PROPOSED MAIN LANES
PROPOSED RAMP
EXISTING EASEMENT
PROPOSED SIDEWALK
PROPOSED ACCESS DENIAL
PAVEMENT / BRIDGE TO BE REMOVED
PROPOSED RETAINING WALL
PROPOSED MANAGED LANES
DALLAS COUNTY, TEXAS
GA
RL
AN
D
AV
E
CE
NTER
VILLE R
D
LA PR
AD
A
DR
TOWN EAST BLVD
GR
EE
NVI
LL
E
AV
E
SKILL
MA
N ST
PROPOSED CENTERLINE/BASELINE
EXISTING 100 YR FLOODPLAIN LIMITS
EXISTING BRIDGE TO REMAIN
EXISTING PLANIMETRIC FEATURES
EXISTING TOPOGRAPHIC CONTOURS (5-FT INTERVALS)
GENERAL NOTES:
TRAFFIC DIAGRAM
95% DRAFTPreliminary, Subject to Change
TYPICAL SECTIONS
12-12-2016
12-12-2016
HORIZONTAL ALIGNMENT DATA PROPERTY OWNERS
EXISTING ROADWAY TO REMAIN
STA 640+00
BEGIN CSJ: 2374-01-137
END CSJ: 2374-01-183
STA 468+00
CSJ: 2374-01-183
BEGIN IH 635 PROJECT
STA 1060+98
END CSJ: 2374-02-053
END IH 635 PROJECT
TEXAS DEPARTMENT OF TRANSPORTATION
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
PRELIMINARYFOR INTERIM REVIEW ONLY
P.E. NO. DATENAME
N.T.S.
P.E. NO. DATENAME
DALLAS DISTRICT
TXDOT DALLAS DISTRICT
R
VERTICAL SCALE:
HORIZONTAL SCALE:
3020100 40
4003002001000
TEXAS COUNTY MAP
N.T.S.
LOCATION MAP
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
NOT INTENDED FOR REGULATORY APPROVAL, PERMIT,
BIDDING OR CONSTRUCTION PURPOSES. THEY WERE
PREPARED BY OR UNDER THE SUPERVISION OF:
MATTHEW G. CRAIG 69910
CHAD R. GARDINER 93793
DALLAS COUNTY, TEXAS
C 2016 by Texas Department of Transportation all rights reserved
ROYAL LN/MILLER RD
JAMES K. SELMAN, P.E., DISTRICT ENGINEER
GA
RL
AN
D
AV
E
CE
NTER
VILLE R
D
LA PR
AD
A
DR
TOWN EAST BLVD
GR
EE
NVI
LL
E
AV
E
SKILL
MA
N ST
STA 640+00
BEGIN CSJ: 2374-01-137
END CSJ: 2374-01-183
STA 468+00
CSJ: 2374-01-183
BEGIN IH 635 PROJECT
STA 1060+98
END CSJ: 2374-02-053
END IH 635 PROJECT
ROYAL LN/MILLER RD
C 2016 by Texas Department of Transportation all rights reserved
JAMES K. SELMAN, P.E., DISTRICT ENGINEER
STA 780+00
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-137
STA 780+00
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-137
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
TBPE FIRM #F-312
HALFF ASSOCIATES, INC.
P.E. NO. DATENAME
12-12-2016
PARCEL ID100
PROPOSED ROW (BY OTHERS)
PROPOSED TRAFFIC BARRIER
PROPOSED DRAINAGE EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
IH 30
E. OF US 75
TO S. OF IH 30
W. OF GUS THOMASSON RD
TO E. OF GALLOWAY AVE
SCHEMATIC ROLLS:
AVERAGE
EXISTING ACCESS DENIAL
11.2 MILES 2.1 MILES
EXISTING TELEPHONE / CABLE / FIBER LINE
EXISTING WATER LINE
EXISTING ELECTRIC LINE
EXISTING SANITARY SEWER LINE
EXISTING GAS / PETROLEUM LINE
TRAFFIC LEGEND:
YEAR 2022 ADT
YEAR 2042 ADT
YEAR 2052 ADT
SIGNALIZED INTERSECTION
XX,XXX
XX,XXX
PERPENDICULAR CURB RAMP
PARALLEL CURB RAMP
DIRECTIONAL CURB RAMP
* FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP
PROFILES FOUND ON ROLLS 11 THROUGH 24.
15 MPHTURNAROUNDS:
40 MPH
FRONTAGE ROAD CONNECTORS:
FRONTAGE ROADS/BYPASSES:
60 MPH
40 MPH
40 MPH
30 MPH
40 MPHLOCAL STREETS:
RAMPS:
DIRECT CONNECTORS:
MAIN LANES: 60 MPH
MANAGED LANES:
12-12-2016
12-12-2016
XX,XXX
12-12-2016
18 MPHSHARED USE PATHS:
IH 30
E. OF US 75
TO S. OF IH 30
W. OF GUS THOMASSON RD
TO E. OF GALLOWAY AVE
SCHEMATIC ROLLS:
11.2 MILES 2.4 MILES
* FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP
PROFILES FOUND ON ROLLS 11 THROUGH 24.
15 MPHTURNAROUNDS:
40 MPH
FRONTAGE ROAD CONNECTORS:
FRONTAGE ROADS/BYPASSES:
60 MPH
40 MPH
40 MPH
30 MPH
40 MPHLOCAL STREETS:
RAMPS:
DIRECT CONNECTORS:
MAIN LANES: 60 MPH
MANAGED LANES:
18 MPHSHARED USE PATHS:
TRAFFIC:
DAILY
2374-02-053
2374-01-137
2374-01-183
236,950 (2022)
224,200 (2022)
263,250 (2022)
318,600 (2042)
301,850 (2042)
353,550 (2042)
TRAFFIC:
DAILY
AVERAGE
2374-02-053
2374-01-137
2374-01-183
236,950 (2022)
224,200 (2022)
263,250 (2022)
318,600 (2042)
301,850 (2042)
353,550 (2042)
DESIGN SCHEMATIC
IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN
FROM EAST OF US 75 TO SOUTH OF IH 30
DALLAS COUNTY, TEXAS
CSJ LIMITS:
2374-01-183: EAST OF US 75 TO MILLER ROAD
2374-01-137: MILLER ROAD TO WEST OF THE KCS RR
2374-02-053: WEST OF THE KCS RR TO IH 30
DECEMBER 2016
ROLL OF 24
DESIGN SCHEMATIC
IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN
FROM EAST OF US 75 TO SOUTH OF IH 30
DALLAS COUNTY, TEXAS
CSJ LIMITS:
2374-01-183: EAST OF US 75 TO MILLER ROAD
2374-01-137: MILLER ROAD TO WEST OF THE KCS RR
2374-02-053: WEST OF THE KCS RR TO IH 30
DECEMBER 2016
ROLL OF 24
STA 47+00.00
BEGIN IH 30 IMPROVEMENTS
STA 47+00.00
BEGIN IH 30 IMPROVEMENTS
STA 155+60.68
END IH 30 IMPROVEMENTS
STA 155+60.68
END IH 30 IMPROVEMENTS
1. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS ARE BASED
ON AERIAL SURVEYS DATED JANUARY 21, 2013 AND RECORD PLANS.
2. TRAFFIC VOLUMES AND METHODOLOGY APPROVED BY TP&P ON
OCTOBER 12, 2016.
3. MEDIAN OPENINGS WERE DETERMINED IN COORDINATION WITH LOCAL
GOVERNMENT. FINAL LOCATION OF MEDIAN OPENINGS WILL BE DETERMINED
IN THE PS&E DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL
GOVERNMENTS.
4. SIDEWALK INTERSECTION ADA RAMP LOCATIONS ARE PRELIMINARY
AND SUBJECT TO CHANGE. FINAL LOCATIONS TO BE DETERMINED DURING
PS&E DEVELOPMENT.
5. DRIVEWAY LOCATIONS ARE PRELIMINARY. FRONTAGE ROAD DRIVEWAY
RETURN RADII ARE R=15' MINIMUM OR R=25' DESIRABLE UNLESS NOTED
OTHERWISE ON EACH SCHEMATIC ROLL. FINAL DRIVEWAY DESIGN TO BE
DETERMINED DURING PS&E DEVELOPMENT.
6. 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.
7. EXISTING PAVEMENT/BRIDGES LOCATED WITHIN LIMITS OF PROPOSED
RECONSTRUCTION WILL BE REMOVED (UNLESS NOTED OTHERWISE).
8. SUPERELEVATION 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 THE EDGE OF PAVEMENT OR NOMINAL FACE OF CURB,
RAIL, BARRIER, OR WALL (UNLESS NOTED OTHERWISE).
11. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED UPON FEMA
FLOOD INSURANCE RATE MAPS 48113C0345J AND 48113C0485J (2014).
12. EXISTING CULVERT LOCATIONS, SIZE, AND ELEVATIONS OBTAINED FROM
RECORD DOCUMENTS AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.
13. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND
WILL BE DEVELOPED DURING THE PS&E PHASE OF THE PROJECT.
14. OWNERSHIP INFORMATION SHOWN ON SCHEMATIC OBTAINED FROM
DALLAS COUNTY APPRAISAL DISTRICT (JUNE 2016).
15. BUILDINGS ARE SHOWN AS POTENTIAL DISPLACEMENT IF THE PROPOSED
ROW PHYSICALLY INTERSECTS THE EXISTING BUILDING STRUCTURE.
ACTUAL DAMAGES TO THE BUILDING AND PROPERTY TO BE
DETERMINED DURING THE ROW ACQUISITION PROCESS.
16. ALL SUPERELEVATION RATES WERE CALCULATED BASED ON USING A MAXIMUM
SUPERELEVATION RATE OF 6%. SEE CHAPTER 2, SECTION 4 OF THE TXDOT
ROADWAY DESIGN MANUAL FOR REFERENCE.
17. LOW SPEED ROADWAYS HAVE A NC OF +/-2% AND HIGH SPEED MAIN
LANES HAVE A NC OF +/-2.5% UNLESS NOTED OTHERWISE ON EACH ROLL
IN THE SUPERELEVATION TABLES.
18. MINOR CROSS STREET CORNER RADII ARE R=25' UNLESS NOTED OTHERWISE
ON EACH SCHEMATIC ROLL.
19. MAJOR CROSS STREET CORNER RADII ARE R=50' UNLESS NOTED OTHERWISE
ON EACH SCHEMATIC ROLL.
20. U-TURNS WERE DESIGNED TO ACCOMMODATE A WB-67 DESIGN VEHICLE. CORNER
RADII VARY PER INTERSECTION DUE TO THE DIFFERENCES IN SKEW.
21. TRAVEL LANE WIDTHS SHOWN IN THE TYPICAL SECTIONS THAT ARE LESS THAN
10' WIDE ARE DUE TO TRANSITIONS TO/FROM EXISTING PAVEMENT AND NOT DUE
TO A DESIGN DEFICIENCY.
URBAN INTERSTATE URBAN INTERSTATE
2.0%1 1
LB
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
11'
LN
EXP
11'
LN
EXP
11'5' 5'
3' 3'
L
PYLON PYLON
2.08% 1.56% 1.56% 2.08%
EX ROW VARIES 330'-884'
C IH635
SHSH
69'-84' EX PAVEMENT 69'-84' EX PAVEMENT
1 1
LN
AUX
LN
AUX
HS
4'
LN
14'
SH
8'
26'
NOTES:
4:1 MAX
6:1 DESIRABLE
3:1 MAX
4:1 DESIRABLE
1
2
3 4' DIAMETER BRIDGE COLUMN
EXI
ST
RO
W
EXI
ST
RO
W
PGL
(MIRROR FOR EB)
1-LANE RAMP
PROPOSED IH 635
STA 551+00 TO STA 812+00
EXISTING IH 635
WB MAIN LANES EB MAIN LANES
LN LN LNLN LN LN LN
10'
LN
10'
LN
10'
LN
10'
LN LN
10'10'
33'33' 15'
1' 2'1'2'
LNSW
EXI
ST
RO
W
10'-19'
SW
5'-32'23.5'-43' 23.5'-33'
VAR VAR
EXI
ST
RO
W
10'-25'
VAR VAR
62'
11'
LN
2.0%
1'2'24'
28'
SWUTURN
2.0%
2'
62'
11'
LN
1'11'
LN
11'
LN
61'
11'14'
LN
2.0%
1'
2.0%
11'
LN
2'2'24'
28'
UTURN
2.0%
LN
11'
LN
2'
61'
11' 14'
LN
1'11'
LN
2' 2'24'
28'
UTURN
2.0%
LN
11'
LN
2'11'
LN
11'
LN
1
1
1
PGL
LC PKIN
PGL
LC PJUP
10'
25'
5'
2.0% 2.0% 1
2'24'
28'
UTURN
2'
25'
10'
SW
5'
3
11'
LN
11'
LN
25'
SW
10'5'
25'
10'
SW
5'
3
12'
6'
LN
11'11'
LN
LN LN LNLN
11'
LN
11'
LN LN LN SW
6'
SW
6'
STA 17+83.92 TO STA 24+15.56
EXISTING JUPITER ROAD
STA 17+83.92 TO STA 24+15.56
PROPOSED JUPITER ROAD
LN
10'
LN LNLN
1.56% 1.56%
10'
44'44'
11'
LN
11'
LN
6'
LN LN
10'
1' 1'
SW
6'
SW
6' 10' 11'
1'
11'
1'0'-1'0'-1'
33'-44'
0'-1'0'-1'
33'-44' 10'-34'
EXI
ST
RO
W
VAR VAR
STA 24+15.56 TO STA 27+00.18
STA 14+00.44 TO STA 17+83.92
EXISTING JUPITER ROAD
LNLNLN
11'
LN LN LN LN
11'
LN
LC PJUP
PGL
LN
34'-61'
SW SW
0'-1'
LN
11'
LN
11'11'-14'
LN
0'-1' 0'-2'
15'-26'
EXI
ST/
PR
OP
RO
W 15'-19'
EXI
ST/
PR
OP
RO
W
STA 24+15.56 TO STA 27+00.18
STA 14+00.44 TO STA 17+83.92
PROPOSED JUPITER ROAD
1 1
LNLNLN LN LN LN LNLN
LC PKIN
PGL
6'-32'
LNSW SW
0'-1'
0'-14'
LN
0'-17'*
0'-15'
23.5'-62' 23.5'-73'
TYP
10'
PR
OP
RO
W
1 1
11' 11'
LN
EXI
ST/
PR
OP
RO
W
11'11'
0'-17'**
*17'
*17'
4'-34'
11'-14'
0'-2'
33.5'-72'
10'-40'
EXI
ST
RO
W
2.0% 2.0%
2.0% 2.0%
CTB
12' 12'
C PIH635L
12'10'
SH LN LN LN LN
12'
SH
10'
SH
10'
LNLN
12'
LN
12'
LN
12'
LN LN
10'
SHSH
10'12'
LNLN LN LN
12'
LN
12'
LN
12'
SH
10'0-12'
2'
11' 14'
1'2' 1'
11'14'
28'-39' 80'-92' 38'38'
6'
LNLNLN LNLNLN SWSW
6'
EXI
ST/
PR
OP
RO
W
EXI
ST/
PR
OP
RO
W
4' 4'
EB GEN PURPOSE LNS EB FRONT RDEB MAN LNSWB MAN LNSWB GEN PURPOSE LNSWB FRONT RD
15'
TYPTYP
15'
HS
HS
L LB PWB635GP B PEB635GPL B PEB635FRL
28'-39'4'
12' 12' 12'
80'-92'
0-12'
PGL
2.0%
2.5%(TYP)
PGL
11
1.5%
PGL
2.5%(TYP)
2.0%111.5%
PROP ROW VARIES 378'-545'
2'-34' 2'-18'
CTB
CTR CTR
RETAINING WALLRETAINING WALL(3)(3)
(1)
(1)
(2) (2)
3'
3
4'
3
4'3'
3
4'3' 4'
3
3'
0'-1'
STA 26+23.19 TO STA 33+45.79
STA 16+15.03 TO STA 19+21.08
EXISTING WALNUT HILL LANE/KINGSLEY ROAD
**OUTSIDE 17' LANE STRIPED OFF FOR FUTURE USE
*OUTSIDE 17' LANE STRIPED OFF FOR FUTURE USE
STA 26+23.19 TO STA 33+45.79
STA 16+15.03 TO STA 19+21.08
PROPOSED WALNUT HILL LANE/KINGSLEY ROAD
STA 19+21.08 TO STA 26+23.19
EXISTING WALNUT HILL LANE/KINGSLEY ROAD
EB GP PGL CONTROLS FROM STA 606+96 TO STA 655+21
FROM STA 721+63 TO STA 765+68
WB GP PGL CONTROLS FROM STA 602+53 TO STA 653+89
STA 752+21 TO STA 809+20
STA 689+34 TO STA 747+12
STA 642+27 TO STA 685+64
PROPOSED IH 635 CTB(1)
EB GP PGLWB GP PGL
CTB(1)
*OUTSIDE 17' LANE STRIPED OFF FOR FUTURE USE
STA 19+21.08 TO STA 26+23.19
PROPOSED WALNUT HILL LANE/KINGSLEY ROAD
B PWB635FR-A
12' 12'
C PIH635L
12'10'
SH LN LN LN LN
12'
SH
10'
SH
10'
LN
12'
LN
12'
LN
12'
LN LN
10'
SHSH
10'12'
LNLN LN LN
12'
LN
12'
LN
12'
SH
10'0-12'
2'
11' 14'
1'2' 1'
11'14'
28'-39' 80'-92' 38'38'
6'
LNLNLN LNLNLN SWSW
6'
EXI
ST/
PR
OP
RO
W
EXI
ST/
PR
OP
RO
W
4' 4'
EB GEN PURPOSE LNS EB FRONT RDEB MAN LNSWB MAN LNSWB GEN PURPOSE LNSWB FRONT RD
15'
TYPTYP
15'
HS
HS
L LB PWB635GP B PEB635GPL B PEB635FRL
28'-39'4'
12' 12' 12'
PGL
2.0% 11.5%2.0%1 1.5%
PROP ROW VARIES 378'-545'
CTB
CTR CTR
(1)
(2)(2)
WB GP PGLCTB
(1) CTB(1)
EB GP PGL
B PWB635FR-A
SH
14'
LN
8' 4'
HS
26'
2'
ACCESSMAN LN
80'4'
LIMITS SHOWN IN TYPICAL SECTIONS
(3) SEE PLAN VIEW FOR RETAINING WALL
CLEAR ZONE PROVIDED)
(CTR NOT REQUIRED WHEN UNOBSTRUCTED
(2) CTR: CONCRETE TRAFFIC RAIL
(1) CTB: CONCRETE TRAFFIC BARRIER
2'-28 2'-78'
22'-27'7'-21'
VARIES VARIES
6'-24'
CTR(2)
WB GP PGL CONTROLS FROM STA 721+63 TO STA 765+68
STA 747+12 TO STA 752+21
PROPOSED IH 635
550
555
565
570
575
575
575
575
575
575
575
580
580
580
580
580
580
580
580
580
580
580
580
580
580
580
580
580
580580
580
585
585
585
585
585
585
585
585
585585
585
585
585
585
585
585
585
585
585
585
585
585
585
585
585
585
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
590
595
595
595
595
595
595
595
595
595
595
595
595
595
595
595
595
600
600
600
600
600
600
600
600
600
600
600
600
600
600
605
605
605
605
605
605
605
605
605
605
610
610
610
610
610
610
610
610
Pool
Pool
Pool
Pool
Pool
Pool
PileD
irt
PileD
irt
PileD
irt
T
T
T
T
T
T
TT
TT
T
T
T
T
T
T
T
T
T
T TT
T
T
T
TT
T
T
T
TT
T
T T
T
T
T T
T
T
T
T
T
T
T
T
T
s
s s
s
s
ss
s
s
s
s
s
T
T
T
T
T
T
T
T
T
T T
T
T
T
T
T
T
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
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
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
ODEN
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
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
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
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
NO C
ODE
192
215
190
216
213
217
191
207
199
218
198193
201
188
187
204
194
189
196
212
202
205
197
211
209
203
210
200
208
195
214
206
514
515
215
516
517
519
518
520
521
15+00
20+00
25+00
30+00
10+00
15+00
20+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
30
+00
10+00
15+00
10+0
0
15+0
0
10+00
15+00
10+00
15+00
25+00
10+00
15+00
20+00
10+00
15+00
20+00
695+00
700+00 705+00 710+00 715+00 720+00 725+00
730+00
735+00
740+00
745+00
750+00
755+00
760+00
765+00
695+00
700+00 705+00 710+00 715+00 720+00
725+00
730+00
735+00
740+00
745+00
750+00
755+00
760+00
765+00
700+00
705+00710+00
715+00720+00
725+00
730+00735+00
740+00
745+00
750+00
755+00
760+00765+00
770+00
695+00
700+00 705+00 710+00 715+00 720+00 725+00
730+00735+00
740+00
745+00
750+00
755+00
760+00
765+00
10+00
15+00
20+00
25+00
30+00
35+00
10+00
15+00
20+00
695+00
700+00
705+00
710+00
715+00
720+00
725+00
730+00
735+00
740+00
745+00
750+00
755+00 760+00
765+00
ESTATE LN
KIN
GSL
EY RD
AM
AN
DA LN
PE
GA
SU
S
ST
RD
S JUPIT
ER
KCS RAILROAD
WALN
UT
HIL
L LN
WIC
KERS
HA
M
RD
STA 746+73BEGIN BRIDGE
STA 752+15END BRIDGE
L
L
VPI STA = 723+00.00
EL = 602.03
(+)2.5
0%
(+)2.0
0% L = 200.00
K = 400
ex = -0.12'
VPI STA = 729+70.00
EL = 615.43
(+)2.0
0% (-)2.49%
L = 700.00
K = 156
ex = -3.93'
VPI STA = 737+85.00
EL = 595.11
(-)2.49% (+)3.0
0%
L = 750.00
K = 137
ex = 5.15'
VP
C
ST
A 726
+20.00
EL
=608.43
VP
T
ST
A 733
+20.00
EL
=606.70
VP
C
ST
A 734
+10.00
EL
=604.46
VP
T
ST
A 741
+60.00
EL
=606.36
599.53
601.90
604.03
606.03
608.03
609.82
610.99
611.51
611.39
610.63
609.23
607.19
604.71
602.51
601.04
600.31
600.31
601.03
602.50
604.69
607.56
610.56
613.55
614.15
611.15
EL
=599.53
VP
C
ST
A 722
+00.00
EL
=604.03
VP
T
ST
A 724
+00.00
STA 726+43BEGIN BRIDGE
STA 731+67END BRIDGE
VPI STA = 749+60.00
EL = 630.35
(+)3.0
0% (-)3.00%
L = 950.00
K = 158
ex = -7.12'
VP
C
ST
A 744
+85.00
EL
=616.10
VP
T
ST
A 754
+35.00
EL
=616.10
616.55
619.13
621.09
622.42
623.11
623.17
622.61
621.40
619.57
617.11
VPI STA = 759+00.00
EL = 602.15
(-)3.00% (+)0.87%
L = 550.00
K = 142
ex = 2.66'
VP
C
ST
A 756
+25.00
EL
=610.40
VP
T
ST
A 761
+75.00
EL
=604.54
608.35
606.23
604.81
604.10
604.09
604.76
605.63
606.50
607.37
PWB635GP STA 752+47.09, 24.00' RT
STA 27+62.28, EL. 620.80'=
WB RAMP MRWENWH
PWB635GP STA 726+18.00, 94.00' LT
STA 19+73.66, EL. 608.41'=
WB RAMP PRWXPLA
PWB635GP STA 752+11.73, 91.02' LT
STA 16+49.51, EL. 620.72'=
WB RAMP PRWEGAR
C PIH635 STA 721+49.47, EL. 599.91
SHIFT PIH635 PGL 52' LT TO PWB635GP PGL
B PWB635GP STA 721+63.00, EL. 598.60=
BEGIN PWB635GP PGL
L
C PIH635 STA 765+61.05, EL. 609.79
SHIFT PWB635GP PGL 52' RT TO PIH635 PGL
B PWB635GP STA 765+68.00, EL. 607.96=
END PWB635GP PGL
L
WB BRIDGE10.00' DEPTH
STEEL I-GIRDER
WB BRIDGE6.00' DEPTHSTEEL I-GIRDER
WB BRIDGE6.00' DEPTHSTEEL I-GIRDER
WB BRIDGE7.50' DEPTHSTEEL I-GIRDER
3:1
MI
N.
CL
R.
16'9"
700+00 705+00 710+00 715+00 720+00 725+00 730+00 735+00 740+00 745+00 750+00 755+00 760+00 765+00695+00
L
LL
L
C PKIN STA 23+03.11, EL. 579.18'
C PIH635 STA 727+89.57=
PROP KINGSLEY RDC PJUP STA 20+65.00, EL. 596.41'
C PIH635 STA 750+05.81=
PROP JUPITER RD
STA 725+72BEGIN BRIDGE
3:1
3:1
3:1
STA 752+80END BRIDGE
STA 730+80END BRIDGE
STA 747+53BEGIN BRIDGE
HW100 = 579.17
HW100 = 584.84
FL=571.48'
PROP 5-10'x5' MBC
PIH635 STA 723+69.40
PROP CULVERT DB2
FL=571.24'
PROP 2-10'x8' MBC
PIH635 STA 739+76.88
PROP CULVERT DB3
19'10"
MI
N.
CL
R.
VPI STA = 695+75.00
EL = 578.71
(-)3.00% (+)2.1
0%
L = 700.00
K = 137
ex = 4.46'
VPI STA = 700+60.00
EL = 588.89
(+)2.1
0% (+)0.62%
L = 250.00
K = 169
ex = -0.46'
VPI STA = 711+00.00
EL = 595.33
(+)0.62% (-)1.11%
L = 300.00
K = 173
ex = -0.65'
VPI STA = 717+00.00
EL = 588.67
(-)1.11% (+)2.5
0%
L = 500.00
K = 139
ex = 2.26'
VPI STA = 727+65.00
EL = 615.30
(+)2.5
0% (-)2.50%
L = 800.00
K = 160
ex = -5.00'
VPI STA = 736+50.00
EL = 593.17
(-)2.50% (+)3.0
0%
L = 750.00
K = 136
ex = 5.16'
VPI STA = 749+50.00
EL = 632.17
(+)3.0
0% (-)3.00%
L = 950.00
K = 158
ex = -7.13'
VPI STA = 758+90.00
EL = 603.97
(-)3.00% (+)0.87%
L = 550.00
K = 142
ex = 2.66'
VPI STA = 767+00.00
EL = 610.99
(+)0.87% (+)
1.50%
L = 200.00
K = 315
ex = 0.16'
VP
T
ST
A 699
+25.00
EL
=586.05
VP
C
ST
A 699
+35.00
EL
=586.26
VP
T
ST
A 701
+85.00
EL
=589.66
VP
C
ST
A 709
+50.00
EL
=594.40
VP
T
ST
A 712
+50.00
EL
=593.67
VP
C
ST
A 714
+50.00
EL
=591.45
VP
T
ST
A 719
+50.00
EL
=594.92
VP
C
ST
A 732
+75.00
EL
=602.55
VP
T
ST
A 740
+25.00
EL
=604.42
VP
C
ST
A 744
+75.00
EL
=617.92
VP
T
ST
A 754
+25.00
EL
=617.92
VP
T
ST
A 761
+65.00
EL
=606.36
VP
C
ST
A 766
+00.00
EL
=610.12
VP
T
ST
A 768
+00.00
EL
=612.49
583.72
583.08
583.18
584.00
585.55
587.50
588.92
589.75
590.37
590.99
591.61
592.23
592.85
593.47
594.09
594.64
594.68
594.15
593.11
592.00
590.98
590.60
590.93
591.99
593.76
596.17
598.67
601.17
603.67
606.14
608.10
609.45
610.17
610.26
609.73
608.57
606.79
604.42
601.95
600.00
598.78
598.30
598.55
599.53
601.25
603.70
606.67
609.67
612.67
615.67
618.65
621.18
623.08
624.34
624.97
624.97
624.34
623.08
621.18
618.65
615.67
612.67
609.93
607.88
606.53
605.88
605.94
606.66
607.52
608.39
609.26
610.12
611.15
612.49
613.99
EL
=605.30
VP
C
ST
A 723
+65.00
B PKIN-U1 STA 12+96.65, EL. 580.43'
C PIH635 STA 726+33.40=
PROP KINGSLEY RD U-TURN
L
L
B PKIN-U2 STA 12+80.73, EL. 579.66'
C PIH635 STA 729+47.37=
PROP KINGSLEY RD U-TURN
EL
=605.30
VP
T
ST
A 731
+65.00
L
L
MI
N.
CL
R.
17'8"
MI
N.
CL
R.
21'6"
B PJUP-U1 STA 11+82.93, EL. 595.23'
C PIH635 STA 748+71.15
PROP JUPITER RD U-TURN
B PJUP-U2 STA 12+59.75, EL. 597.48'
C PIH635 STA 751+40.46=
PROP JUPITER RD U-TURN
L
L
L
L
22'2"
MI
N.
CL
R.
19'3"
MI
N.
CL
R.
577.6
578.8
580.6
582.7
585.0
587.0
588.6
589.4
590.1
590.7
591.3
592.0
592.5
593.3
593.8
594.3
594.6
594.2
593.2
592.1
590.9
589.8
588.6
587.6
586.5
585.4
585.2
585.9
587.6
590.2
593.1
596.1
593.8
589.2
596.3
601.7
601.8
601.0
599.9
598.4
596.9
595.4
594.0
593.5
593.9
595.2
597.4
600.4
603.4
606.4
609.4
612.2
614.5
616.2
616.5
598.8
612.1
616.6
615.4
613.5
611.2
608.6
606.2
604.6
604.2
604.6
605.4
606.6
607.6
608.5
609.5
610.4
611.5
612.4
613.8
PIH635 STA 747+12.33, 62.00' LT
STA 22+53.89, EL. 621.72'=
WB RAMP MRWENWH
PIH635 STA 736+20.93, 146.00' RT
STA 15+37.62, EL.594.49'=
EB RAMP PREXJUP
PIH635 STA 701+61.27, 143.00' LT
STA 15+43.75, EL. 585.92'=
WB RAMP PRWEKIN
PIH635 STA 711+40.13, 155.00' RT
STA 15+94.83, EL. 590.67'=
EB RAMP PREEPLA
146.00 RT
PIH635 STA 760+00.00,
STA 17+55.19, EL. 610.99'=
EB RAMP PREXGAR
EL
=612.22
VP
C
ST
A 756
+15.00
ML AND EB BRIDGE
7.50' DEPTH
STEEL I-GIRDER
ML AND EB BRIDGE
5.50' DEPTH
TX-54 GIRDERS
ML AND BRIDGE
10.00' DEPTH
STEEL I-GIRDER
ML AND EB BRIDGE6.00' DEPTH
STEEL I-GIRDER
ML AND EB BRIDGE6.00' DEPTH
STEEL I-GIRDER
ML AND EB BRIDGE7.50' DEPTH
STEEL I-GIRDER
MI
N.
CL
R.
17'10"
5,0506,8007,650
8,95011,95013,300
18,05023,75026,400
12,65016,400
18,250
63,45083,75093,000
10,10013,40015,000
22,75029,80033,300
12,650
16,40018,300
53,35070,35078,000
29,50039,60044,450
29,50039,60044,450
5,250
6,9008,000
72,400100,250111,200
5,6007,4508,300
4,550
6,0006,950
10,85014,350
16,300
16,35021,70024,450
62,950
87,550
96,950
14,550
19,35021,850
10,00013,35014,900
5,0506,8007,650
24,45032,80036,800
78,000107,700119,500 13,150
17,50019,400
IH-635
EXPRESS LANES
EXPRESS LANES
IH-635
IH-635
EXPRESS LANES
EXPRESS LANES
IH-635
WESTBOUND
[ IH635 STA. 700+00
PROPOSED OSB #10
WESTBOUND
[ IH635 STA. 705+18
PROPOSED COSS #32
WESTBOUND
[ IH635 STA. 713+20
PROPOSED COSS #34
WESTBOUND
[ IH635 STA. 732+50
PROPOSED COSS #36
WESTBOUND
[ IH635 STA. 753+00
PROPOSED COSS #39
WESTBOUND
[ IH635 STA. 759+85
PROPOSED OSB #11
EASTBOUND
[ IH635 STA. 696+40
PROPOSED COSS #31
EASTBOUND
[ IH635 STA. 706+41
PROPOSED COSS #33
EASTBOUND
[ IH635 STA. 732+81
PROPOSED COSS #37
TEXAS
78
Garland Rd
EASTBOUND
[ IH635 STA. 756+06
PROPOSED COSS #40
Northwest Hwy
¾ MILE
EASTBOUND
[ IH635 STA. 764+06
PROPOSED COSS #38
1,2001,050800
9,2508,3506,250
5,2504,7003,600
12,05010,8508,450
3,4503,2002,250
4,5504,0503,050
450400250
8,2507,5005,600
3,5003,1502,350
1,8001,3501,050
1,1501,050800 6,950
6,2504,700
5,2504,7003,600
450400250
2,0001,7001,350
22,65020,25015,250
11,95010,3508,000
8,7508,1506,250
5,2004,8003,450
12,50011,3508,450
7,0006,1004,700
7,2006,4504,850
5,7504,9003,750
2,8502,5501,900
13,60012,2009,150
14,25012,8509,550
16,65014,90011,250
4,6004,1503,100
AT PIH635 PGLEX GROUND
PROP PIH635 PGL
4
530
540
550
560
570
580
590
600
610
620
630
640
650
660
EXI
ST
EL.
PR
OP
PI
H635
PG
L
N
540
550
560
570
580
590
600
610
620
630
640
650
660
530
LC
SJ 2374-01-137
C
PI
H635
ST
A 695
+00
MA
TC
H
LI
NE
SH
EE
T 3
C
SJ 2374-01-137
MA
TC
H
LI
NE
SH
EE
T 3
ST
A 695
+00
C
SJ
CSJ 2374-01-137
MA
TC
H
LI
NE
SH
EE
T 5
ST
A 769
+00
C PIH635L
PIH635-16
B PWB635FR-AL
PWB635FR-A-28
PWB635FR-A-29
PRWEKIN-2
B PRWEKIN
PRWXPLA-1
B PWB635GPL
PWB635GP-15
C PKIN
L
PRWEGAR-3
C PJUPL
B PEB635GPL
PEB635GP-17
PEB635GP-19
B PREXINL
B PEB635FRL
PEB635FR-34
PEB635FR-40
PEB635FR-42
PREEPLA-1
PREEPLA-2
PREEPLA-3
PREEPLA-4
B PREEPLAL
L
B PREXGARL
PROP ROW
PROP ROW
PROP ROW
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
PJUP STA 20+65.00
PIH635 STA 750+05.81
(SIGNALIZED INTERSECTION)
PJUP STA 24+16.02
PWB635FR-A STA 749+92.47
(SIGNALIZED INTERSECTION)
PKIN STA 26+23.12
PWB635FR-A STA 732+51.96
L
L
L
L
PWB635GP-14
PREXIN-3
PREXIN-5
PEB635FR-33
PREXGAR-2
PREXGAR-3
PREXGAR-4
LB PRWXPLA
EX ROW
PRWEGAR-2PWB635FR-A-32
LC
SJ 2374-01-137
C
PI
H635
ST
A 769
+00
MA
TC
H
LI
NE
SH
EE
T 5
PROP ROW
PKIN-2
PKIN-1
PKIN-3
PKIN-4
PREXGAR-1
121650 121650
PKIN STA 23+03.04
PIH635 STA 727+89.57
PEB635FR-43
PEB635FR-45
PWB635GP-17
PWB635FR-A-30
PEB635FR-35
PEB635FR-41
PEB635FR-44
PRWEKIN-1
L
PRWEKIN-3
PRWEKIN-4
PRWXPLA-2
PRWXPLA-3
PRWXPLA-4
PRWEGAR-1
B PRWEGARL
B MRWENWHL
MRWENWH-1
MRWENWH-2
MRWENWH-3
MRWENWH-4
2-10'X8' MBC
PROP
2-10'X8' MBC
PROP
PR
OP
PW
B635
GP
PG
L
EASEMENT
PROP DRAINAGE
SUPERELEVATION
4-8.75'X3' MBC
REMOVE EXIST
5-10'X5' MBC
PROP
4-5'X3' MBC
REMOVE EXIST
3-5'X3' MBC
REMOVE EXIST
PROPOSED IH 635 MAINLANES (60 MPH)
PROP ROW
MREXJUP-3
(SIGNALIZED INTERSECTION)
PKIN STA 19+21.08
PEB635FR STA 723+12.06
(SIGNALIZED INTERSECTION)
PJUP STA 17+83.92
PEB635FR STA 750+10.98
L LC/B
SUPERELEVATION SIGN CONVENTION
(-)
(-)(+)
(+)
PJUP STA 22+07.56
PWB635GP STA 749+30.23
PKIN STA 23+92.28
PWB635GP STA 728+75.94
PWB635FR-A STA 759+97, 17' LT
DENIAL OF ACCESS
BEGIN PROPOSED
STA 697+86, 17' RT
PEB635FR
DENIAL OF ACCESS
BEGIN PROPOSED
PEB635FR STA 706+77, 17' RT
DENIAL OF ACCESS
END PROPOSED
PEB635FR STA 742+13, 30' RT
DENIAL OF ACCESS
BEGIN PROPOSED
28' RT
STA 743+64,
PEB635FR
ACCESS
DENIAL OF
END PROPOSED
28' RT
PEB635FR STA 743+95,
DENIAL OF ACCESS
BEGIN PROPOSED
4-6'X3' MBC
REMOVE EXIST
TO BE REMOVED
EX DRIVEWAY
S JUPITERKINGSLEY
WALNUT HILL
PROP 5-10'X5' MBC
PROP DRAINAGE EASEMENT
4
L28
MATCH EXISTING PAVEMENT
C PKIN STA 16+15.03
BEGIN CONSTRUCTION
KINGSLEY RD
E2
E2
E2
STA 706+00, 71' RT
PEB635GP
BEGIN PROP RET WALLPEB635GP STA 710+35, 71' RT
END PROP RET WALL
PREEPLA STA 14+00, 9' RT
BEGIN PROP RET WALL
PEB635GP STA 728+84, 83' RT
BEGIN PROP RET WALL
PEB635GP STA 738+50, 71' RT
BEGIN PROP RET WALL
71' RT
PEB635GP STA 748+58,
END PROP RET WALL
PREXGAR STA 21+00, 9' RT
END PROP RET WALL
PEB635GP STA 762+15, 71' RT
BEGIN PROP RET WALL
PEB635GP STA 765+85, 71' RT
END PROP RET WALL
PWB635GP STA 695+49, 83' LT
BEGIN PROP RET WALL
PRWEKIN STA 17+00, 9' LT
END PROP RET WALL
PWB635GP STA 718+40, 71' LT
BEGIN PROP RET WALL
PRWXPLA STA 14+00, 9' LT
BEGIN PROP RET WALL
PRWXPLA STA 19+97, 9' LT
END PROP RET WALL
PWB635GP STA 726+18, 71' LT
END PROP RET WALL
83' LT
PWB635GP STA 745+88,
END PROP RET WALL
9' LT
PRWEGAR STA 15+48
BEGIN PROP RET WALL
PRWEGAR STA 21+00, 9' LT
END PROP RET WALL
R=15'
PROP ROW
R=100'
R=30'
R=60'
R=100'
R=5'
ROW
PROP
R=100'
R=20'
ID # SITE ADDRESS OWNER OCCUPANT
188 10841 ESTATE LN SERVICE KING PAINT & BODY SERVICE KING
189 10921 ESTATE LN SHRI VISHNU CORPORATION MOTEL 6
190 99999 NO NAME ST KANSAS CITY SOUTHERN RR RAILROAD CORRIDOR
191 10925 ESTATE LN 10925 ESTATE LN LPPARK
LYNDON PLAZA CORPORATE
192 10805 WALNUT HILL LN HIGHLAND OAKS CHURCHCHRIST
HIGHLAND OAKS CHURCH OF
193 10949 WALNUT HILL LN WALNUT HILL ATTIC II LLC THETHE ATTIC MINI WAREHOUSE
194 11035 WALNUT HILL LNTHE
WALNUT HILL ATTIC III LLCVACANT
195 11011 ESTATE LNTHE
WALNUT HILL ATTIC III LLCVACANT
196 11085 WALNUT HILL LN DIVERSIFIED STORAGE FUND PUBLIC STORAGE
197 11111 WALNUT HILL LNLLC
WALNUT HILL ESTATE REALTYWALNUT HILL ESTATE SC
198 11100 WALNUT HILL LN SEDONA RIDGE PROPERTY LLC SILVERADO SPRINGS
199 99999 NO NAME ST KANSAS CITY SOUTHERN RR RAILROAD CORRIDOR
200 11110 LBJ FWY SEDONA RIDGE PROPERTY LLC VACANT
201 11363 AMANDA LN VVDT LLC VILLA VISTA
202 11383 AMANDA LN UH STORAGE DE LTD PS UHAUL MINI SELF STORAGE
203 11306 LBJ FWY VERTICAL REALITY LLC LBJ CROSSING PHASE II
204 11325 PEGASUS ST BADMUS TEXAS PROPERTIES 11325 PEGASUS ST
205 11312 LBJ FWY LBJ CROSSING LTD L B J CROSSING SC
206 11325 PEGASUS ST VERTICAL REALITY LLC LAND ONLY
207 11350 LBJ FWY ESHNAM HOSPITALITY INC RADISSON HOTEL
208 3702 W KINGSLEY RD DLS STORAGE PARTNERS LTD LAND ONLY
209 13015 JUPITER RD 13015 JUPITER & LBJ LP RETAIL STRIP W/ CHEVRON
210 11405 LBJ FWYREV LIV TR THE
SPANO ROBERT P & MARLENE MSHELL/7-11
211 11413 LBJ FWY DOBSON BOBBY W GREAT WESTERN FURNITURE
212 11421 LBJ FWY KUVM INVESTMENTS INC SUPER 8 MOTEL
213 11438 LBJ FWYLP
BROWN BROTHERS INVESTMENTSGATEWAY BUICK GMC
214 11900 LBJ FWYLP
BROWN BROTHERS INVESTMENTSVACANT
215 KANSAS CITY SOUTHERN RR RAILROAD CORRIDOR
216 11611 LBJ FWY JUPITER CHEVROLET PPTIES JUPITER CHEVROLET
217 11550 LBJ FWY FCA REALTY LLCJEEP
DALLAS DODGE CHRYSLER
218 11675 LBJ FWY CAR SON MAS GAR LP MASSEY CADILLAC
514A 10100 PLANO RD TEXAS UTILITIES ELEC CO EASEMENT
514B 11200 KINGSLEY RD TEXAS UTILITIES ELEC CO LAND ONLY
515 11200 KINGSLEY RD PRAMUKHRAJ ENTERPRISE LLC VACANT
516 3700 W KINGSLEY RD BLACKSTONE MINERALS UTILITY ROW
517 3536 W KINGSLEY RD JUPITER PARTNERS LTD KINGSLEY INN & SUITES
518 3231 S JUPITER RD AMERI PROPERTIES INC LAND ONLY
519 3220 S JUPITER RD LINCOLN JAMES ATRUCKS
ENTERPRISE COMMERCIAL
520 13001 JUPITER RD GABBAY DAVID VACANT
521 12993 JUPITER RD FOUNTAINS OF JUPITER LTD THE FOUNTAINS OF JUPITER
PWB635GP STA 768+80, 71' LT
END PROP RET WALL
83' RT
PEB635GP STA 719+30,
BEGIN PROP RET WALL
PREXJUP-2
B PREXJUP
PREXJUP-3
PREXJUP-4
PREXJUP-1
OSB #10
COSS #32
COSS #34
COSS #36
COSS #39
OSB #11
COSS #37
COSS #31
PEB635GP-18
PKIN-U1-1
PKIN-U2-1
PJUP-U1-1
PJUP-U1-2
PJUP-U2-2
PJUP-U2-1
PRWEKIN STA 17+40, 19' RT
BEGIN PROP RET WALL
PRWEKIN STA 18+94, 19' RT
END PROP RET WALL
PWB635GP (60 MPH)
721+63.00 2.50% 730+82.00 -2.50%
-2.50% 4.00%
4.00% 3.50%
PIH635 (EB) (60 MPH)
728+95.00 -2.50% 729+23.00 -2.60%
740+15.00 -2.60% 740+40.00 -2.50%
-2.50% 3.50%
PIH635 (WB) (60 MPH)
726+47.00 2.50% 729+87.00 -2.60%
739+25.00 -2.60% 743+90.00 2.50%
751+67.00 2.50% 752+34.00 3.50%
PRWEKIN (40 MPH) 15+44.00 2.50% 15+57.00 2.00%
PREEPLA (40 MPH) 15+81.00 -2.00% 15+94.00 -2.50%
PRWXPLA (40 MPH) 19+25.00 2.00% 19+73.00 0.02%
PREXJUP (40 MPH) 15+38.00 -2.60% 15+53.00 -2.00%
MRWENWH (60 MPH) 2.50% 27+62.00
PRWEGAR (40 MPH) 16+49.00 1.20% 16+69.00 2.00%
PREXGAR (40 MPH)17+56.00 3.50% 17+93.00 2.00%
21+98.00 2.00% 22+95.00 -2.00%
MARIA F. GUERRA MARIA F. GUERRA
13
14
15
L26
R17
R18
L27
R19
L29
L30
R20
R21
L31
L32
R22
R23
L33
PROPOSED TAPERSBASELINE
BEGIN TRANSITION
STA e STA
END TRANSITION
e
TURN BAY LENGTHS
ACCESS TO PEGASUS ST
PREVENT RAMP TRAFFIC
IMPLEMENT RAISED GORE TO
PROP PWB635GP PGL
PIH635-14
PIH635-15
PEB635GP-20PREXJUP STA 20+45, 9' RT
END PROP RET WALL
PEB635FR-36
PEB635FR-37
PEB635FR-38
9' RT
PREEPLA STA 19+00,
END PROP RET WALL
R=45'
PEB635GP STA 723+56, 83' RT
END PROP RET WALL
PEB635FR-39
PWB635FR-A-31
PWB635FR-A-33
PWB635GP-16
764+00.00 764+67.00
746+67.00 758+27.00
741+75.00 756+69.00
EXIST 1-24" RCP
PWB635FR-A STA 761+79, 17' LT
END PROPOSED DENIAL OF ACCESS
PWB635FR-A STA 762+23, 17' LT
BEGIN PROPOSED DENIAL OF ACCESS
PWB635FR-A STA 765+64, 17' LT
END PROPOSED DENIAL OF ACCESS
MREXJUP-4
PREXIN-4
STA 695+18, 19' RT
PEB635FR
DENIAL OF ACCESS
BEGIN PROPOSED
9' RT
PREXKIN STA 22+61,
END PROP RET WALL
STA 695+60, 18' RT
PEB635FR
DENIAL OF ACCESS
END PROPOSED
TO PREVENT RAMP TRAFFIC ACCESS TO NEARBY DRIVEWAYSIMPLEMENT RAISED MEDIAN AND STRIPING DELINEATION
PEB635FR STA 695+85, 17' RT
BEGIN PROPOSED DENIAL OF ACCESS
PEB635FR STA 696+31, 17' RT
END PROPOSED DENIAL OF ACCESS
PEB635FR STA 696+66, 17' RT
BEGIN PROPOSED DENIAL OF ACCESS
PEB635GP STA 697+75, 71' RT
END PROP RET WALL
STA 697+57, 17' RT
PEB635FR
DENIAL OF ACCESS
END PROPOSED
PEB635FR STA 704+71, 17' RT
BEGIN PROPOSED DENIAL OF ACCESS
17' RT
STA 700+50,
PEB635FR
DENIAL OF ACCESS
END PROPOSED
17' RT
STA 700+99,
PEB635FR
DENIAL OF ACCESS
BEGIN PROPOSED
17' RT
STA 704+42,
PEB635FR
DENIAL OF ACCESS
END PROPOSED
28' RT
PEB635FR STA 747+50,
DENIAL OF ACCESS
END PROPOSED
27+07.00 0.75%
PREXGAR STA 11+34, 10'.4 RT
BEGIN PROP RET WALL
PWB635FR-A STA 725+20, 12.5' LT
BEGIN PROP RET WALL
PWB635FR-A STA 730+97, 12.5' LT
END PROP RET WALLPWB635GP STA 731+52, 11' RT
BEGIN PROP RET WALL
83' LT
PWB635GP STA 732+75,
BEGIN PROP RET WALL
12.5' LT
PWB635FR-A STA 742+75,
BEGIN PROP RET WALL
11' RT
PWB635GP STA 735+50,
END PROP RET WALL
12.5' LT
PWB635FR-A STA 743+75,
END PROP RET WALL
PWB635GP STA 757+75, 71' LT
BEGIN PROP RET WALL
LC PJUP STA 27+54.50
END WIDENING
S JUPITER RD
TRANSITIONS FOR INTERSECTION GRADING
TURNAROUND CROSS SLOPE
FRONTAGE ROAD, CROSS STREET &
TO ASSIST WITH CALCULATION OF VERTICAL CLEARANCES AND U-TURN PROFILES.
CROSS SLOPE TRANSITIONS SHOWN ABOVE ARE PRELIMINARY AND WERE DEVELOPED
* NOTE: FINAL DETAILS FOR INTERSECTION GRADING TO BE DEVELOPED DURING PS&E.
MREXJUP
(60 MPH)
MREXJUP-3 29+69.11 4° 18' 24.19" (RT) 9000.00 338.41 676.50 S 57° 27' 12.87" E 676.34 26+30.70 33+07.20 S 59° 36' 24.96" E S 55° 18' 0.77" E
MREXJUP-4 33+33.65 0° 15' 8.42" (LT) 12014.00 26.46 52.91 S 55° 25' 34.98" E 52.91 33+07.20 33+60.11 S 55° 18' 0.77" E S 55° 33' 9.2" E
MRWENWH
(60 MPH)
MRWENWH-1 13+00.61 5° 33' 05.94" (RT) 6200.00 300.61 600.75 S 48° 39' 57.40" E 600.51 10+00.00 16+00.75 S 51° 26' 30.37" E S 45° 53' 24.43" E
MRWENWH-2 17+12.85 1° 25' 38.19" (LT) 9000.00 112.10 224.20 S 46° 36' 13.53" E 224.19 16+00.75 18+24.94 S 45° 53' 24.43" E S 47° 19' 02.63" E
MRWENWH-3 22+40.18 2° 13' 24.28" (RT) 12000.00 232.86 465.67 S 46° 12' 20.49" E 465.64 20+07.32 24+72.99 S 47° 19' 02.63" E S 45° 05' 38.35" E
MRWENWH-4 30+41.82 9° 07' 58.20" (LT) 3500.00 279.54 557.89 S 49° 39' 37.45" E 557.30 27+62.28 33+20.18 S 45° 05' 38.35" E S 54° 13' 36.55" E
PEB635FR
(40 MPH)
PEB635FR-33 693+83.42 4° 09' 43.38" (RT) 4100.00 148.98 297.83 S 57° 36' 36.72" E 297.76 692+34.44 695+32.27 S 59° 41' 28.41" E S 55° 31' 45.03" E
PEB635FR-34 704+90.81 3° 04' 43.60" (RT) 2000.00 53.75 107.47 S 53° 59' 23.23" E 107.46 704+37.06 705+44.53 S 55° 31' 45.03" E S 52° 27' 01.43" E
PEB635FR-35 705+96.25 2° 57' 44.73" (LT) 2000.00 51.72 103.41 S 53° 55' 53.80" E 103.40 705+44.53 706+47.94 S 52° 27' 01.43" E S 55° 24' 46.17" E
PEB635FR-36 712+41.39 3° 28' 16.78" (LT) 2000.00 60.60 121.17 S 57° 08' 54.56" E 121.15 711+80.78 713+01.95 S 55° 24' 46.17" E S 58° 53' 02.95" E
PEB635FR-37 713+60.52 3° 21' 17.92" (RT) 2000.00 58.57 117.11 S 57° 12' 23.99" E 117.09 713+01.95 714+19.06 S 58° 53' 02.95" E S 55° 31' 45.03" E
PEB635FR-38 717+07.13 3° 41' 36.52" (RT) 2000.00 64.49 128.93 S 53° 40' 56.77" E 128.90 716+42.65 717+71.57 S 55° 31' 45.03" E S 51° 50' 08.51" E
PEB635FR-39 718+34.03 3° 34' 37.66" (LT) 2000.00 62.45 124.87 S 53° 37' 27.34" E 124.85 717+71.57 718+96.44 S 51° 50' 08.51" E S 55° 24' 46.17" E
PEB635FR-40 722+13.02 11° 19' 09.44" (RT) 1000.00 99.10 197.56 S 49° 45' 11.45" E 197.24 721+13.92 723+11.48 S 55° 24' 46.17" E S 44° 05' 36.73" E
PEB635FR-41 724+74.06 18° 28' 05.84" (LT) 1000.00 162.58 322.33 S 53° 19' 39.64" E 320.94 723+11.48 726+33.81 S 44° 05' 36.73" E S 62° 33' 42.56" E
PEB635FR-42 731+17.60 16° 09' 28.75" (RT) 2000.00 283.89 564.02 S 54° 28' 58.18" E 562.15 728+33.70 733+97.72 S 62° 33' 42.56" E S 46° 24' 13.81" E
PEB635FR-43 742+46.60 4° 16' 22.29" (RT) 2000.00 74.61 149.15 S 44° 16' 02.66" E 149.12 741+71.99 743+21.14 S 46° 24' 13.81" E S 42° 07' 51.52" E
PEB635FR-44 746+14.04 3° 16' 00.00" (LT) 2000.00 57.03 114.03 S 43° 45' 51.52" E 114.01 745+57.01 746+71.04 S 42° 07' 51.52" E S 45° 23' 51.52" E
PEB635FR-45 763+37.27 32° 55' 56.94" (LT) 4570.00 1350.77 2626.75 S 61° 51' 49.99" E 2590.74 749+86.50 776+13.25 S 45° 23' 51.52" E S 78° 19' 48.46" E
PEB635GP
(60 MPH)
PEB635GP-17 695+98.74 4° 11' 54.74" (RT) 9000.00 329.90 659.50 S 57° 30' 43.54" E 659.36 692+68.84 699+28.35 S 59° 36' 40.91" E S 55° 24' 46.17" E
PEB635GP-18 721+58.92 0° 59' 16.42" (LT) 12000.00 103.45 206.90 S 55° 54' 24.38" E 206.90 720+55.47 722+62.37 S 55° 24' 46.17" E S 56° 24' 02.59" E
PEB635GP-19 734+01.48 11° 18' 24.24" (RT) 6048.00 598.70 1193.51 S 50° 44' 50.47" E 1191.58 728+02.78 739+96.29 S 56° 24' 02.59" E S 45° 05' 38.35" E
PEB635GP-20 765+30.61 34° 46' 36.36" (LT) 4252.00 1331.55 2580.83 S 62° 28' 56.53" E 2541.40 751+99.06 777+79.89 S 45° 05' 38.35" E S 79° 52' 14.71" E
PIH635
(60 MPH)
PIH635-15 734+70.14 10° 19' 7.82" (RT) 6100.00 550.79 1098.60 S 50° 15' 12.26" E 1097.11 729+19.35 740+17.94 S 55° 24' 46.17" E S 45° 05' 38.35" E
PIH635-16 765+35.97 34° 46' 36.36" (LT) 4200.00 1315.27 2549.27 S 62° 28' 56.53" E 2510.32 752+20.71 777+69.98 S 45° 05' 38.35" E S 79° 52' 14.71" E
PJUP
(40 MPH)
-- 10+00.00 -- -- -- -- -- -- -- -- -- N 0°49'13.50" W
-- 31+59.39 -- -- -- -- -- -- -- -- N 0°49'13.50" W --
PJUP-U1
(15 MPH)
PJUP-U1-1 10+78.60 94° 14' 3.33" (LT) 73.00 78.60 120.06 N 46° 17' 48.17" E 106.98 10+00.00 11+20.06 S 86° 35' 10.17" E N 0° 49' 13.5" W
PJUP-U1-2 14+56.51 25° 03' 52.1" (LT) 326.00 72.46 142.61 N 13° 21' 9.55" W 141.48 13+84.05 15+26.66 N 0° 49' 13.5" W N 25° 53' 5.6" W
PJUP-U2
(15 MPH)
PJUP-U2-1 10+71.81 24° 50' 41.08" (RT) 326.00 71.81 141.36 N 13° 14' 34.04" W 140.26 10+00.00 11+41.36 N 25° 39' 54.58" W N 0° 49' 13.5" W
PJUP-U2-2 14+74.23 93° 33' 44.9" (RT) 78.00 83.01 127.37 N 45° 57' 38.95" E 113.68 13+91.22 15+18.59 N 0° 49' 13.5" W S 87° 15' 28.6" E
PKIN
(40 MPH)
PKIN-1 16+77.50 6° 02' 4.68" (LT) 1000.00 52.71 105.32 N 86° 04' 24.06" E 105.28 16+24.79 17+30.11 N 89° 05' 26.4" E N 83° 03' 21.72" E
PKIN-2 17+81.56 5° 53' 26.28" (RT) 1000.00 51.45 102.81 N 86° 00' 4.86" E 102.77 17+30.11 18+32.92 N 83° 03' 21.72" E N 88° 56' 48" E
PKIN-3 29+47.99 6° 29' 30.27" (RT) 1000.00 56.71 113.30 S 87° 48' 26.86" E 113.24 28+91.27 30+04.58 N 88° 56' 48" E S 84° 33' 41.73" E
PKIN-4 30+61.43 6° 30' 27.52" (LT) 1000.00 56.85 113.58 S 87° 48' 55.49" E 113.52 30+04.58 31+18.16 S 84° 33' 41.73" E N 88° 55' 50.75" E
PKIN-U1
(15 MPH)PKIN-U1-1 14+69.12 101° 46' 52.39" (LT) 78.00 95.95 138.56 N 38° 03' 21.81" E 121.05 13+73.18 15+11.74 N 88° 56' 48" E N 12° 50' 4.39" W
PKIN-U2
(15 MPH)PKIN-U2-1 11+06.77 107° 42' 7.51" (RT) 78.00 106.77 146.62 N 35° 05' 44.25" E 125.97 10+00.00 11+46.62 N 18° 45' 19.51" W N 88° 56' 48" E
PREEPLA
(40 MPH)
PREEPLA-1 10+67.40 7° 20' 42.64" (LT) 1050.00 67.40 134.61 S 59° 12' 6.35" E 134.52 10+00.00 11+34.61 S 55° 31' 45.03" E S 62° 52' 27.67" E
PREEPLA-2 12+03.07 7° 27' 41.51" (RT) 1050.00 68.47 136.74 S 59° 08' 36.92" E 136.64 11+34.61 12+71.35 S 62° 52' 27.67" E S 55° 24' 46.17" E
PREEPLA-3 17+66.16 3° 42' 11.28" (LT) 5300.00 171.33 342.55 S 57° 15' 51.81" E 342.49 15+94.83 19+37.38 S 55° 24' 46.17" E S 59° 06' 57.45" E
PREEPLA-4 20+60.22 3° 42' 11.28" (RT) 3800.00 122.84 245.60 S 57° 15' 51.81" E 245.56 19+37.38 21+82.98 S 59° 06' 57.45" E S 55° 24' 46.17" E
PREXGAR
(40 MPH)
PREXGAR-1 15+72.72 9° 58' 55.53" (LT) 2100.00 183.40 365.86 S 50° 44' 2.26" E 365.40 13+89.32 17+55.19 S 45° 44' 34.49" E S 55° 43' 30.02" E
PREXGAR-2 19+86.36 6° 05' 22.5" (LT) 4346.00 231.17 461.91 S 58° 46' 11.27" E 461.69 17+55.19 22+17.09 S 55° 43' 30.02" E S 61° 48' 52.52" E
PREXGAR-3 23+72.41 3° 46' 7.84" (RT) 1050.00 34.55 69.07 S 59° 55' 48.6" E 69.06 23+37.86 24+06.93 S 61° 48' 52.52" E S 58° 02' 44.68" E
PREXGAR-4 24+81.98 8° 10' 35.08" (LT) 1050.00 75.05 149.84 S 62° 08' 2.22" E 149.71 24+06.93 25+56.77 S 58° 02' 44.68" E S 66° 13' 19.76" E
PREXJUP
(40 MPH)
PREXJUP-1 12+25.90 8° 36' 45.51" (RT) 3000.00 225.90 450.96 S 49° 40' 20.98" E 450.53 10+00.00 14+50.96 S 53° 58' 43.74" E S 45° 21' 58.22" E
PREXJUP-2 14+93.89 0° 55' 41.91" (LT) 5300.00 42.94 85.87 S 45° 49' 49.18" E 85.87 14+50.96 15+36.83 S 45° 21' 58.22" E S 46° 17' 40.13" E
PREXJUP-3 23+17.61 8° 54' 42.25" (RT) 1050.00 81.82 163.32 S 41° 50' 19.01" E 163.15 22+35.79 23+99.10 S 46° 17' 40.13" E S 37° 22' 57.89" E
PREXJUP-4 24+42.63 4° 44' 53.63" (LT) 1050.00 43.53 87.02 S 39° 45' 24.7" E 86.99 23+99.10 24+86.12 S 37° 22' 57.89" E S 42° 07' 51.52" E
PREXKIN
(40 MPH)
PREXKIN-3 22+19.20 3° 09' 31.58" (RT) 3800.00 104.78 209.50 S 58° 01' 55.12" E 209.47 21+14.43 23+23.92 S 59° 36' 40.91" E S 56° 27' 9.33" E
PREXKIN-4 23+90.11 7° 12' 49.24" (RT) 1050.00 66.19 132.20 S 52° 50' 44.71" E 132.11 23+23.92 24+56.12 S 56° 27' 9.33" E S 49° 14' 20.09" E
PREXKIN-5 25+13.82 6° 17' 24.94" (LT) 1050.00 57.70 115.28 S 52° 23' 2.56" E 115.22 24+56.12 25+71.40 S 49° 14' 20.09" E S 55° 31' 45.03" E
PRWEGAR
(40 MPH)
PRWEGAR-1 16+92.27 0° 56' 27.31" (RT) 5300.00 43.52 87.04 S 44° 56' 44.48" E 87.04 16+48.75 17+35.79 S 45° 24' 58.13" E S 44° 28' 30.82" E
PRWEGAR-2 20+01.68 4° 09' 24.04" (LT) 3800.00 137.90 275.68 S 46° 33' 12.84" E 275.62 18+63.78 21+39.46 S 44° 28' 30.82" E S 48° 37' 54.86" E
PRWEGAR-3 23+25.55 9° 02' 09.76" (LT) 1050.00 82.97 165.59 S 53° 08' 59.74" E 165.42 22+42.58 24+08.17 S 48° 37' 54.86" E S 57° 40' 04.61" E
PRWEGAR-4 24+46.25 4° 09' 12.45" (RT) 1050.00 38.07 76.12 S 55° 35' 28.39" E 76.10 24+08.17 24+84.29 S 57° 40' 04.61" E S 53° 30' 52.17" E
PRWEKIN
(40 MPH)
PRWEKIN-1 11+04.01 3° 08' 8.88" (LT) 3800.00 104.01 207.97 S 57° 39' 26.31" E 207.95 10+00.00 12+07.97 S 56° 05' 21.88" E S 59° 13' 30.75" E
PRWEKIN-2 13+75.89 3° 37' 45.44" (RT) 5300.00 167.92 335.72 S 57° 24' 38.03" E 335.66 12+07.97 15+43.69 S 59° 13' 30.75" E S 55° 35' 45.32" E
PRWEKIN-3 19+52.51 6° 24' 45.03" (LT) 1050.00 58.82 117.52 S 58° 48' 7.83" E 117.45 18+93.69 20+11.21 S 55° 35' 45.32" E S 62° 00' 30.35" E
PRWEKIN-4 20+69.71 6° 22' 43.05" (RT) 1050.00 58.51 116.89 S 58° 49' 8.82" E 116.83 20+11.21 21+28.10 S 62° 00' 30.35" E S 55° 37' 47.3" E
PRWXPLA
(40 MPH)
PRWXPLA-1 10+58.58 6° 23' 12.99" (RT) 1050.00 58.58 117.05 S 52° 26' 10.8" E 116.99 10+00.00 11+17.05 S 55° 37' 47.3" E S 49° 14' 34.3" E
PRWXPLA-2 11+71.38 5° 55' 25.98" (LT) 1050.00 54.33 108.56 S 52° 12' 17.29" E 108.51 11+17.05 12+25.61 S 49° 14' 34.3" E S 55° 10' 0.28" E
PRWXPLA-3 21+65.31 4° 08' 24.14" (RT) 5300.00 191.57 382.96 S 53° 05' 48.21" E 382.88 19+73.74 23+56.70 S 55° 10' 0.28" E S 51° 01' 36.14" E
PRWXPLA-4 24+51.95 2° 52' 17.26" (LT) 3800.00 95.24 190.44 S 52° 27' 44.77" E 190.42 23+56.70 25+47.15 S 51° 01' 36.14" E S 53° 53' 53.4" E
PWB635FR-A
(40 MPH)
PWB635FR-A-28 695+40.76 3° 58' 37.67" (RT) 15000.00 520.81 1041.21 S 57° 37' 06.13" E 1041.00 690+19.95 700+61.16 S 59° 36' 24.96" E S 55° 37' 47.30" E
PWB635FR-A-29 734+63.95 6° 52' 02.04" (RT) 8500.00 510.00 1018.77 S 52° 11' 46.28" E 1018.16 729+53.95 739+72.72 S 55° 37' 47.30" E S 48° 45' 45.26" E
PWB635FR-A-30 750+74.13 6° 52' 10.66" (RT) 5100.00 306.11 611.48 S 45° 19' 39.93" E 611.11 747+68.03 753+79.50 S 48° 45' 45.26" E S 41° 53' 34.60" E
PWB635FR-A-31 755+66.39 2° 17' 43.32" (LT) 2000.00 40.07 80.12 S 43° 02' 26.26" E 80.12 755+26.33 756+06.45 S 41° 53' 34.60" E S 44° 11' 17.92" E
PWB635FR-A-32 763+64.36 22° 46' 13.37" (LT) 2800.00 563.83 1112.77 S 55° 34' 24.61" E 1105.46 758+00.53 769+13.30 S 44° 11' 17.92" E S 66° 57' 31.29" E
PWB635FR-A-33 774+82.85 14° 21' 21.78" (LT) 3530.00 444.57 884.48 S 74° 08' 12.18" E 882.17 770+38.28 779+22.76 S 66° 57' 31.29" E S 81° 18' 53.08" E
PWB635GP
(60 MPH)
PWB635GP-14 693+33.75 4° 11' 38.80" (RT) 12052.00 441.31 882.22 S 57° 30' 35.57" E 882.02 688+92.44 697+74.66 S 59° 36' 24.96" E S 55° 24' 46.17" E
PWB635GP-15 739+53.82 12° 24' 18.82" (RT) 9300.00 1010.73 2013.56 S 49° 12' 36.76" E 2009.63 729+43.09 749+56.65 S 55° 24' 46.17" E S 43° 00' 27.35" E
PWB635GP-16 758+89.27 18° 31' 08.35" (LT) 3400.00 554.30 1098.94 S 52° 16' 01.53" E 1094.16 753+34.97 764+33.91 S 43° 00' 27.35" E S 61° 31' 35.70" E
PWB635GP-17 771+03.66 18° 20' 39.01" (LT) 4148.00 669.76 1328.05 S 70° 41' 55.21" E 1322.38 764+33.91 777+61.95 S 61° 31' 35.70" E S 79° 52' 14.71" E
CURVE
ROLL 4
BASELINE P.I. STA DELTA RADIUS (FT) TANGENT
LENGTH (FT)
CURVE LENGTH
(FT)CHORD BEARING CHORD
LENGTH (FT)P.C. STA P.T. STA BACK TANGENT AHEAD TANGENT
PEB635FR (PKIN)722+31.00 -2.00% 722+67.00 -1.15%
724+38.00 -1.15% 724+66.00 -2.00%
PWB635FR (PKIN)730+40.00 2.00% 731+54.00 -1.50%
734+25.00 -1.50% 735+71.00 2.00%
PEB635FR (PJUP)748+44.00 -2.00% 748+70.00 -1.50%
750+53.00 -1.50% 750+85.00 -2.00%
PWB635FR (PJUP)
748+77.00 2.00% 749+26.00 0.50%
750+53.00 0.50% 751+27.00 2.20%
752+00.00 2.20% 752+09.00 2.00%
PKIN (LT)16+63.00 2.00% 19+42.00 -2.00%
24+97.00 -2.00% 27+80.00 2.00%
PJUP (LT)
17+90.00 2.00% 18+62.00 1.00%
19+45.00 1.00% 20+17.00 2.00%
23+50.00 2.00% 23+76.00 1.65%
24+76.00 1.65% 25+02.00 2.00%
PJUP (RT)14+98.00 -2.00% 17+50.00 1.50%
21+69.00 1.50% 24+21.00 -2.00%
PKIN-U110+08.00 -2.00% 11+32.00 2.00%
13+81.00 2.00% 15+05.00 -2.00%
PKIN-U210+07.00 2.00% 11+31.00 -2.00%
15+08.00 -2.00% 15+24.00 -1.50%
PJUP-U110+07.00 -2.00% 11+31.00 2.00%
13+87.00 2.00% 15+11.00 -2.00%
PJUP-U210+16.00 2.00% 11+40.00 -2.00%
13+88.00 -2.00% 15+12.00 2.00%
BASELINEBEGIN TRANSITION END TRANSITION
STA e STA e
LEFT TURN BAY LENGTHS
RIGHT TURN BAY LENGTHS
LENGTH
TAPER
L26 50' 275' 115' 390'
L27 50' 275' 263' 538'
L28 100' 196' 100' 296'
L29 100' 275' 255' 530'
L30 50' 275' 169' 444'
L31 50' 275' 284' 559'
L32 65' 275 341' 611'
L33 50' 275 248' 523'
R17 50' 228' 30' 258'
R18 50' 266' 30' 296'
R19 50' 264' 30' 294'
R20 50' 275' 165' 440'
R21 50' 275' 208' 483'
R22 50' 203' 30' 233'
R23 50' 187' 30' 217'
LANE
TURN
LENGTH
DECEL
LENGTH
STORAGE
LENGTH
TOTAL
13 PEB635GP 711+55.47, 12.00' LT 717+55.47, 0.00' 50:1
14 RAMP MERGE PIH635 734+62.12, 30.00' LT 740+59.51, 41.98' LT 50:1
15 FRONTAGE ROAD MERGE PEB635FR 755+59.62, 36.00' LT 758+91.55, 25.00' LT
LOCATION TYPE BASELINE BEGIN END TAPER RATE
COSS #33
COSS #40
(1)
(3)
(1)
(1)
(1)
(1)
(2)
(2)
C PJUP STA 14+00.44
BEGIN WIDENING
S JUPITER RD
MATCH EXISTING PAVEMENT
C PJUP STA 14+77.66
BEGIN CONSTRUCTION
END WIDENING
S JUPITER RD
L
C PKIN STA 31+33.21
END WIDENING
KINGSLEY RD
L
MATCH EXISTING PAVEMENT
C PKIN STA 31+09.54
BEGIN WIDENING
END CONSTRUCTION
KINGSLEY RD
MATCH EXISTING PAVEMENT
C PJUP STA 27+00.18
BEGIN WIDENING
END CONSTRUCTION
S JUPITER RD
COSS #38
(4)
(4) FOR BASELINES WITHOUT CURVES, BEGINNING AND ENDING STATION IS PROVIDED. BASELINE TANGENT SHOWN IN BACK AND AHEAD TANGENT COLUMN.
(3) WB GP HORIZONTAL CURVE REQUIRES SUPERELEVATION. PGL AND AXIS OF ROTATION LOCATED AT THE PIH635 CENTERLINE. SEE SUPERELEVATION TABLE.
(2) EB GP HORIZONTAL CURVE REQUIRES SUPERELEVATION. PGL AND AXIS OF ROTATION LOCATED AT THE PIH635 CENTERLINE. SEE SUPERELEVATION TABLE.
(1) HORIZONTAL CURVE REQUIRES SUPERELEVATION. PGL AND AXIS OF ROTATION LOCATED AT THE RESPECTIVE CENTERLINE/BASELINE. SEE SUPERELEVATION TABLE.
NOTE:
AUX LANE MERGE
27:1
3:1 3
:1
95%
DRAFT
Prelimi
nary,
Subj
ect to C
hang
e
16 18
1715
15
16
17
18
