r proy-proposed royal ln/miller rd (40 mph) pdart ... · 12-12-2016 ih 30 e. of us 75 to s. of ih...
TRANSCRIPT
15+00 20+0010+00 15+00 20+0010+00
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
SUNNYDALE
CIT
Y
LIMIT
DALLASGARLAND
CITY
CITY
DA
LL
AS
CIT
YLIM
IT
DA
LLAS
CIT
Y
LIMIT
ST
RIP
LIM
IT
CIT
YLIM
IT
RO
WL
ET
T
MESQUITE
CITYLIMIT
CIT
Y
ME
SQ
UIT
E
GA
RL
AN
DCIT
YLIM
IT
DA
LL
AS
CIT
Y
LIM
IT
LIM
IT
CIT
Y
GA
RL
AN
D
DA
LL
AS
GA
RL
AN
D
CIT
Y
CIT
Y
LIMITLIM
IT
GARLAND
CITY
DA
LL
AS
CIT
Y
LIMIT
GA
RL
AN
D
CIT
YLIM
IT
289
635
75
289
78
78
78
75
635
635
66
67
78
78
78
635
67
80
78
635
67
80
635
289
75
75
345
30
30
12
12
244
12
30
30
12
366
80
7866
67
B66
D
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
12-12-2016
12-12-2016
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
SUNNYDALE
CIT
Y
LIMIT
DALLASGARLAND
CITY
CITY
DA
LL
AS
CIT
YLIM
IT
DA
LLAS
CIT
Y
LIMIT
ST
RIP
LIM
IT
CIT
YLIM
IT
RO
WL
ET
T
MESQUITE
CITYLIMIT
CIT
Y
ME
SQ
UIT
E
GA
RL
AN
DCIT
YLIM
IT
DA
LL
AS
CIT
Y
LIM
IT
LIM
IT
CIT
Y
GA
RL
AN
D
DA
LL
AS
GA
RL
AN
D
CIT
Y
CIT
Y
LIMITLIM
IT
GARLAND
CITY
DA
LL
AS
CIT
Y
LIMIT
GA
RL
AN
D
CIT
YLIM
IT
289
635
75
289
78
78
78
75
635
635
66
67
78
78
78
635
67
80
78
635
67
80
635
289
75
75
345
30
30
12
12
244
12
30
30
12
366
80
7866
67
B66
D
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
IH 30
E. OF US 75
TO S. OF IH 30
W. OF GUS THOMASSON RD
TO E. OF GALLOWAY AVE
SCHEMATIC ROLLS:
AVERAGE
11.2 MILES 2.1 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:
12-12-2016
12-12-2016
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
URBAN INTERSTATE URBAN INTERSTATE
10+00 15+00 20+00 25+00
593.6
594.9
596.6
598.8
601.1
603.4
599.6
584.2
586.0
608.5
609.3
610.5
611.3
612.3
613.0
613.8
614.6
L MA
TC
H
EXI
STI
NG
GR
OU
ND
EL. 610.86
C
PR
OY
ST
A 22
+10.40,
EN
D
PR
OY
L
L
L
L
L
L
L
L
L
L
EL. 584.19'
C PIH635 STA 635+50.29,
C PROY STA 17+83.88=
EL. 583.93'
B PEB635GP STA 634+70.49,
C PROY STA 17+05.52=
EL. 583.21'
B PWB635GP STA 636+42.73,
C PROY STA 18+93.22=
EXI
ST
EL.
PR
OP
PR
OY
PG
L
STA 20+09END BRIDGE
STA 15+91BEGIN BRIDGE
EL. 603.91'
B PEB635FR STA 631+72.14,
C PROY STA 15+31.92=
EL. 609.75'
B PWB635FR-A STA 639+63.87,
C PROY STA 20+55.18=
550
560
570
580
590
600
610
620
630
640
650
550
560
570
580
590
600
610
620
630
640
650
L
L
L
L
EL. 579.09'
B PBEFRROY STA 19+84.61,
C PROY STA 16+05.11=
EL. 581.80'
B PBWFRROY STA 19+45.19,
C PROY STA 19+95.48=
17'4"
MI
N.
CL
R.
17'3"
MI
N.
CL
R.
PROY PGLEX GROUND AT
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PR
OY
ST
A 12
+01.53,
EL. 596.80
BE
GI
N
PR
OY
17'8"
MI
N.
CL
R.
16'8"
MI
N.
CL
R.
PROY-PROPOSED ROYAL LN/MILLER RD (40 MPH)
STA = 12+60.00
EL = 597.93
(+)1.9
3%
STA = 13+50.00
EL = 599.22
(+)1.43% (+)
2.89%
L = 120.00
K = 82
ex = 0.22'
STA = 14+75.00
EL = 602.83
(+)1.90%
L = 120.00
K = 121
ex = -0.15'
STA = 18+50.00
EL = 609.96
(+)1.90%
L = 120.00
K = 46
ex = -0.39'
STA = 19+85.00
EL = 609.01
(-)0.70% (+)1.06%
L = 120.00
K = 68
ex = 0.26'
STA = 21+15.00
EL = 610.38
(+)0.50%
L = 120.00
K = 216
ex = -0.08'
VP
C
ST
A 12
+90.00
EL
=598.36
VP
T
ST
A 14
+10.00
EL
=600.95
VP
T
ST
A 20
+45.00
EL
=609.64
VP
C
ST
A 20
+55.00
EL
=609.75
VP
T
ST
A 21
+75.00
EL
=610.68
598.51
600.67
603.26
605.21
607.11
609.00
609.60
609.32
610.18
610.81
EL
=601.10
VP
C
ST
A 14
+15.00
EL
=603.97
VP
T
ST
A 15
+35.00
EL
=608.82
VP
C
ST
A 17
+90.00
EL
=609.54
VP
T
ST
A 19
+10.00
EL
=609.43
VP
C
ST
A 19
+25.00
17'0"
MI
N.
CL
R.
6.00' BRIDGE DEPTH
STEEL I-GIRDER
DEPTH
7.50' BRIDGE
STEEL I-GIRDER
10+00 15+00 20+00 25+00
PPLA - PROPOSED PLANO RD (40 MPH)L
L
L
LL
L
L
L
L
L
L MA
TC
H
EXI
STI
NG
GR
OU
ND
EL. 584.64
C
PP
LA
ST
A 21
+50.00,
EN
D
PP
LA
L MA
TC
H
EXI
STI
NG
GR
OU
ND
EL. 579.48
C
PP
LA
ST
A 13
+58.65,
BE
GI
N
PP
LA
EL. 612.84'
C PIH635 STA 683+11.26,
C PPLA STA 18+39.28=
EL. 610.23'
B PEB635GP STA 683+62.38,
C PPLA STA 17+40.03= EL. 611.74'
B PWB635GP STA 682+80.02,
C PPLA STA 18+99.94=
EXI
ST
EL.
PR
OP
PP
LA
PG
L
EL. 583.30'
B PEB635FR STA 682+82.88,
C PPLA STA 15+95.38=
EL. 585.22'
B PWB635FR-A STA 683+94.78,
C PPLA STA 20+44.61=
550
560
570
580
590
600
610
620
630
530
540
550
560
570
580
590
600
610
620
630
530
540
MI
N.
CL
R.
16'7"
STA = 14+20.00
EL = 581.01
(+)2.5
0% (+)1.3
9%
L = 120.00
K = 108
ex = -0.17'
STA = 16+00.00
EL = 583.51
(+)1.39% (+)0.5
0%
L = 150.00
K = 169
ex = -0.17'
STA = 20+15.00
EL = 585.58
(+)0.50% (-)0.70%
L = 200.00
K = 167
ex = -0.30'
VP
C
ST
A 13
+60.00
EL
=579.51
VP
T
ST
A 14
+80.00
EL
=581.84
VP
C
ST
A 15
+25.00
EL
=582.47
VP
T
ST
A 16
+75.00
EL
=583.88
VP
C
ST
A 19
+15.00
EL
=585.08
VP
T
ST
A 21
+15.00
EL
=584.88
580.44
582.12
583.34
584.01
584.51
585.01
585.29
584.98
PPLA PGLEX GROUND AT
573.9
574.8
575.6
577.9
580.2
581.3
582.8
583.9
585.8
585.9
585.6
585.5
584.5
584.8
585.3
586.5
15+00 20+00 25+00 30+00
PKIN - PROPOSED KINGSLEY RD (40 MPH)
20+00 25+00 30+00
L
L
L
L
EL. 611.44'
B PWB635GP STA 728+75.94,
C PKIN STA 23+92.28=
L
L
L
L
L
L
L
L
EXI
ST
EL.
PR
OP
PKI
N
PG
L
582.8
582.4
582.8
581.3
580.4
579.2
577.5
576.5
580.2
587.8
587.1
581.8
584.4
586.4
587.5
587.4
588.6
589.3
590.4
591.4
592.6
EL. 577.86'
B PEB635FR STA 723+12.06,
C PKIN STA 19+21.08=
EL. 585.08'
B PWB635FR-A STA 732+51.96,
C PKIN STA 26+23.12=
550
560
570
580
590
600
610
620
630
530
540
550
560
570
580
590
600
610
620
630
530
540
17'8"
MI
N.
CL
R.
19'8"
MI
N.
CL
R.
PKIN PGLEX GROUND AT
TW100 = 575.62
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PKI
N
ST
A 16
+15.03,
EL. 582.68
BE
GI
N
PKI
N
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PKI
N
ST
A 31
+09.54,
EL. 589.02
EN
D
PKI
N
FL=569.01'
PROP 5-10'x5' MBC
PKIN STA 20+02.30
PROP CULVERT DB2
17'7"
MI
N.
CL
R.
STA = 18+90.00
EL = 577.59
(-)1.85% (+)0.37%
L = 150.00
K = 68
ex = 0.42'
STA = 23+30.00
EL = 579.22
(+)0.37% (+)2.0
0%
L = 120.00
K = 74
ex = 0.24'
STA = 27+65.00
EL = 587.92
(+)2.0
0% (-)0.38%
L = 150.00
K = 63
ex = -0.45'
STA = 29+35.00
EL = 587.27
(-)0.38% (+)1.00%
L = 150.00
K = 109
ex = 0.26'
VP
C
ST
A 26
+90.00
EL
=586.42
VP
T
ST
A 28
+40.00
EL
=587.63
581.11
579.26
577.94
578.00
578.37
578.74
579.17
580.62
582.62
584.62
586.61
587.66
587.48
587.93
588.92
EL
=587.56
VP
C
ST
A 28
+60.00
EL
=588.02
VP
T
ST
A 30
+10.00
EL
=578.98
VP
C
ST
A 18
+15.00
EL
=577.87
VP
T
ST
A 19
+65.00
EL
=579.00
VP
C
ST
A 22
+70.00
EL
=580.42
VP
T
ST
A 23
+90.00
EL. 608.85
B PEB635GP STA 727+13+34,
C PKIN STA 22+09.25=
EL. 610.28
C PIH635 STA 727+89.57,
C PKIN STA 23+03.04=
15+00 20+00 25+00 30+00
591.2
590.9
592.0
593.4
594.7
595.4
595.8
596.4
597.4
596.8
597.7
596.7
596.2
595.5
594.8
593.7
593.7
593.5
593.3
PJUP - PROPOSED JUPITER RD (40 MPH)
15+00 20+00 25+00
L
L
L
L
L
L
L
LL
L
EL. 624.95'
C PIH635 STA 750+05.81,
C PJUP STA 20+65.00=
EL. 623.20'
B PWB635GP STA 749+30.23,
C PJUP STA 22+07.56=
EL. 624.91'
B PEB635GP STA 750+59.14,
C PJUP STA 19+90.51=
PR
OP
PJ
UP
PG
L
EXI
ST
EL.
EL. 595.37'
B PEB635FR STA 750+10.98,
C PJUP 17+83.92=
EL. 596.54'
B PWB635FR-A STA 749+92.47,
C PJUP STA 24+15.56=
550
560
570
580
590
600
610
620
630
640
650
550
560
570
580
590
600
610
620
630
640
650
L
L
EL. 623.48'
B MRWENWH STA 24+81.74,
C PJUP STA 21+56.68=
STA = 16+05.00
EL = 594.71
(+)1.25% (+)0.37%
L = 150.00
K = 171
ex = -0.16'
STA = 23+30.00
EL = 597.40
(+)0.37% (-)1.00%
L = 190.00
K = 139
ex = -0.33'
VP
C
ST
A 15
+30.00
EL
=593.77
VP
T
ST
A 16
+80.00
EL
=594.99
VP
C
ST
A 22
+35.00
EL
=597.04
VP
T
ST
A 24
+25.00
EL
=596.45
593.40
594.50
595.06
595.43
595.80
596.17
596.54
596.92
597.13
596.67
595.70
594.70
593.70
PJUP PGLEX GROUND AT
19'10"
MI
N.
CL
R.
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PJ
UP
ST
A 14
+77.66,
EL. 593.12
BE
GI
N
PJ
UP
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PJ
UP
ST
A 27
+00.18,
EL. 593.69
EN
D
PJ
UP
16'9"
MI
N.
CL
R.
18'11"
MI
N.
CL
R.
15+0010+00 20+00
550
560
570
580
590
600
610
620
630
530
540
30+0025+00
573.6
572.4
572.0
571.4
571.4
570.8
569.6
568.4
566.8
565.4
563.7
563.2
562.7
561.9
561.3
561.3
559.8
558.7
558.7
559.3
559.8
L
L
L
L
L
L
L
L
L
L
C PIH635 STA 828+38.13
C PNWH STA 20+39.60=
EXI
ST
EL.
PR
OP
PN
WH
PG
L571.48
570.88
558.81
EL. 567.90'
B PEB635FR STA 823+92.26,
C PNWH STA 16+92.14=
EL. 560.89'
B PWB635FR-A STA 833+22.33,
C PNWH STA 23+75.96=
STA = 16+05.00
EL = 569.65
(-)0.60%
L = 120.00
K = 86
ex = -0.21'
STA = 18+20.00
EL = 565.35
(-)2.00% (-)0.80%
L = 120.00
K = 100
ex = 0.18'STA = 25+35.00
EL = 559.64
(-)0.80% (-)0.50%
VP
C
ST
A 15
+45.00
EL
=570.01
VP
T
ST
A 16
+65.00
EL
=568.45
VP
T
ST
A 18
+80.00
EL
=564.87
570.28
569.50
567.75
565.83
564.71
563.91
563.11
562.31
561.51
560.71
559.92
559.31
550
560
570
580
590
600
610
620
630
530
540
PROP PNWH PGL
PNWH - PROPOSED NORTHWEST HIGHWAY (40 MPH)
HW100 = 560.01
HW100 = 570.40
VP
C
ST
A 17
+60.00
EL
=566.55
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PN
WH
ST
A 12
+13.61,
EL. 572.00
BE
GI
N
PN
WH
EL. 595.43'
B PEB635GP STA 827+20.38,
C PNWH STA 19+08.26=
EL. 595.15'
B PWB635GP STA 829+53.18,
C PNWH STA 21+64.38=
FL=562.05'
PROP 3-9'x5' MBC
PNWH STA 13+88.49
PROP CULVERT LB6
FL=550.41'
PROP 4-10'x5' MBC
PNWH STA 26+66.15
PROP CULVERT LB1
MI
N.
CL
R.
18'3"
19'2"
MI
N.
CL
R.
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PN
WH
ST
A 26
+00.00,
EL. 559.31
EN
D
PN
WH
15+0010+00 20+00
520
530
540
550
560
570
580
590
600
610
620
539.0
540.5
542.3
544.2
546.0
547.7
549.7
551.7
553.7
555.7
558.3
560.2
562.3
563.6
565.5
L
L
L
LL
L
L
L
L
L
L
L
EXI
ST
EL.
PR
OP
PC
EN
PG
L
EL. 555.43'
B PWB635FR-B STA 879+63.78,
C PCEN STA 18+81.47=
EL. 555.63'
B PWB635FR-A STA 879+63.10,
C PCEN STA 18+95.73=
520
530
540
550
560
570
580
590
600
610
620
ROAD (40 MPH)PCEN - PROPOSED CENTERVILLE
STA = 16+00.00
EL = 549.92
(+)1.9
3% (+)2
.65%
L = 120.00
K = 166
ex = 0.11'
STA = 18+25.00
EL = 555.88
(+)2.6
5% (+)0.65%
L = 120.00
K = 60
ex = -0.30'
STA = 19+45.00
EL = 556.66
(+)0.65% (+)2.
00%
L = 120.00
K = 89
ex = 0.20'
VP
C
ST
A 17
+65.00
EL
=554.29
VP
T
ST
A 18
+85.00
EL
=556.27
VP
C
ST
A 18
+85.00
EL
=556.27
VP
T
ST
A 20
+05.00
EL
=557.86
544.13
546.06
547.99
550.02
552.57
555.11
556.38
557.76
559.76
561.76
563.76
EL
=548.76
VP
C
ST
A 15
+40.00
EL
=551.51
VP
T
ST
A 16
+60.00
17'4"
MI
N.
CL
R.
MI
N.
CL
R.
19'4"
EL. 580.78'
B PWB635GP STA 877+38.31,
C PCEN STA 17+35.60=
EL. 577.84'
C PIH635 STA 877+15.18,
C PCEN STA 16+83.95=
EL. 576.57'
B PEB635GP STA 876+95.39,
C PCEN STA 16+32.49=
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PC
EN
ST
A 12
+00.77,
EL. 542.21
BE
GI
N
PC
EN
L
MATCH EXISTING GROUND
C PCEN STA 20+05.00, EL. 557.86'
END PCEN
PROP PCEN PGL
EL. 547.79'
B PEB635FR STA 875+21.67,
C PCEN STA 14+90.34=
15+0010+00 20+00
480
490
500
510
520
530
540
550
560
470
25+00
L
L
L
L
L
L
L
L
L
L
L
EXI
ST
EL.
EL. 505.80'
B PWB635FR-B STA 941+57.56,
C PLPD STA 24+82.58=
EL. 505.70'
B PWMP STA 18+42.73,
C PLPD STA 18+42.65=
20'5"
MI
N.
CL
R.
570
480
490
500
510
520
530
540
550
560
470
570
L
526.9
519.0
511.7
505.3
500.4
501.6
498.1
495.8
494.3
493.4
493.6
494.2
497.6
500.6
503.1
506.3
509.5
511.2
513.6
514.3
PLPD - PROPOSED LA PRADA DRIVE (40 MPH)
EL. 505.78'
B PEB635FR STA 937+47.97
C PLPD STA 20+43.19= EL. 532.19
B PEB635GP STA 939+06.53
C PLPD STA 21+98.71
16'9"
MI
N.
CL
R.
19'8"
MI
N.
CL
R.
PR
OP
PL
PD
PG
L
DEPTH 4.79' BRIDGE TX-46 GIRDER
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PL
PD
ST
A 14
+00.00,
EL. 505.27
BE
GI
N
PL
PD
EL. 526.02'
C PIH635 STA 939+18.65,
C PLPD STA 22+72.69=
EL. 528.05'
B PWB635GP STA 939+34.96
C PLPD STA 23+53.39
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PL
PD
ST
A 26
+70.00,
EL. 510.57
EN
D
PL
PD
CONTINUOUSLY LIGHTED FACILITY.
REDUCE ROW IMPACTS TO THE ADJACENT GOLF CLUB. LA PRADA DR IS A
TO ELIMINATE ROW IMPACTS TO ADJACENT RESIDENTIAL PROPERTIES AND
*SAG VERTICAL CURVE AT VPI STA 15+25 USES COMFORT CONTROL CRITERIA
EL = 499.34
(-)4.75% (+)2.0
0%
L = 250.00
K = 37
ex = 2.11'
STA = 19+45.00
EL = 507.75
(+)2.0
0% (-)2.00%
L = 180.00
K = 45
ex = -0.90'
STA = 21+05.00
EL = 504.55
STA = 22+70.00
EL = 500.50
(-)2.45% (+)2.6
2%
L = 330.00
K = 65
ex = 2.09'
STA = 24+40.00
EL = 504.95
STA = 25+30.22
EL = 506.75
(+)2.0
0% (+)2
.73% V
PC
ST
A 14
+00.00
EL
=505.27
VP
T
ST
A 16
+50.00
EL
=501.84
VP
C
ST
A 18
+55.00
EL
=505.95
VP
T
ST
A 20
+35.00
EL
=505.95
VP
C
ST
A 21
+05.00
EL
=504.55
505.27
501.87
501.18
502.84
504.84
506.62
506.51
504.65
502.91
502.68
503.99
506.15
508.66
4.30' BRIDGE DEPTH TX-40 GIRDER
2:1
2:1
492.97HW100 =
EL
=504.81
VP
T
ST
A 24
+35.00
*STA = 15+25.00
10+00 15+00 20+0015+00 20+00
550
560
570
580
590
600
610
620
630
530
540
530
550
560
570
540
580
590
600
610
620
630
10+00
581.2
572.7
559.9
559.1
L
L
L
LL
L
EL. 555.98'
B PEB635GP STA 549+92.61,
C PFOR-U1 STA 11+71.88=
EL. 555.94'
C PIH635 STA 550+79.75,
C PFOR-U1 STA 12+61.51=
EL. 553.29'
B PWB635GP STA 551+57.63,
C PFOR-U1 STA 13+57.37=
17'1"
MI
N.
CL
R.
PEB635FR STA 546+91.86, 52.65' LT
STA 10+05.56, EL 584.04=
BEGIN PFOR-U1 PGL
PWB635FR-A STA 553+32.67, 41.50' RT
STA 14+82.03, EL 582.96=
END PFOR-U1 PGL
PFOR-U1 PGLEX GROUND AT
STA = 10+45.00
EL = 583.28
(-)1.95% (+)1.00%
L = 70.00
K = 24
ex = 0.26'
STA = 12+85.00
EL = 585.68
(+)1.00% (-)1.75%
L = 200.00
K = 73
ex = -0.69'
STA = 14+55.00
EL = 582.71
(-)1.75% (+)1.04%
L = 50.00
K = 18
ex = 0.17'
VP
C
ST
A 10
+10.00
EL
=583.96
VP
T
ST
A 10
+80.00
EL
=583.63
VP
C
ST
A 14
+30.00
EL
=583.15
VP
T
ST
A 14
+80.00
EL
=582.97
583.83
584.82
584.92
583.67
EL
=584.68
VP
C
ST
A 11
+85.00
EL
=583.93
VP
T
ST
A 13
+85.00
STA 10+33.09
BEGIN BRIDGE
STA 14+52.59
END BRIDGE
EASTBOUND TURNAROUND (15 MPH)PFOR-U1 - PROPOSED FOREST LN
9.5' BRIDGE DEPTH
STEEL I-GIRDER
15+0010+00 20+00
512.3
510.7
508.6
504.6
500.7
497.4
495.3
486.2
493.1
493.2
L
C PLPD STA 18+42.65
C PWMP STA 18+42.73=
EXI
ST
EL.
PR
OP
PW
MP
PG
L
480
490
500
510
520
530
540
470
460
550
560
480
490
500
510
520
530
540
470
460
550
560
(40 MPH)WOODMEADOW PARKWAYPWMP - PROPOSED
L
STA 16+00 BEGIN BRIDGE
PROP PWMP PGL
LBE
GI
N
PW
MP
C
PW
MP
ST
A 12
+85.00,
EL. 504.63
MA
TC
H
EXI
STI
NG
GR
OU
ND
2:1
LEN
D
PW
MP
C
PW
MP
ST
A 18
+42.73,
EL. 508.41
MA
TC
H
PL
PD
PA
VE
ME
NT
STA = 14+65.00
EL = 498.15
(-)3.60% (+)2.0
0%
L = 360.00
K = 64
ex = 2.52'
VP
C
ST
A 12
+85.00
EL
=504.63
VP
T
ST
A 16
+45.00
EL
=501.75
504.10
501.51
500.48
501.00
502.85
504.85
15+0010+00 20+00
480
490
500
510
520
530
540
550
560
470
460
25+00
493.7
483.2
483.2
497.0
483.2
492.3
484.0
480.7
490.5
504.5
514.1
512.7
488.5
493.9
493.6
493.3
492.8
494.2
L
L
L
L
L
L
L
L
L
L
L
L
EL. 531.88
C PIH635 STA 943+15.70
C PLBTRL STA 19+86.32=
EL. 534.14
B PEB635GP STA 942+52.00
C PLBTRL STA 19+09.22=
EL. 526.13
B PWB635GP STA 943+88.18
C PLBTRL STA 20+69.73=
480
490
500
510
520
530
540
550
560
470
460
EXI
ST
EL.
PR
OP
PL
BT
RL
PG
L
L
L
EL. 508.68
B PEB635FR STA 939+80.38
C PLBTRL STA 17+48.84=
PATHWAY (BY OTHERS)
CONNECT TO FUTURE SHARED USE
C PLBTRL STA 14+77.30, EL. 491.14'=
BEGIN PLBTRL PGL
PATHWAY (BY OTHERS)
CONNECT TO FUTURE SHARED USE
C PLBTRL STA 22+56.19, EL. 491.43'
END PLBTRL PGL
STA = 16+00.00
EL = 490.53
(-)0.50% (+)0.50%
L = 100.00
K = 100
ex = 0.12'
STA = 17+00.00
EL = 491.03
(+)0.50% (-)0.51%
L = 100.00
K = 99
ex = -0.13'
STA = 19+35.00
EL = 489.83
(-)0.51% (+)0.50%
L = 150.00
K = 149
ex = 0.19'
VP
C
ST
A 15
+50.00
EL
=490.78
VP
T
ST
A 16
+50.00
EL
=490.78
VP
C
ST
A 16
+50.00
EL
=490.78
VP
T
ST
A 17
+50.00
EL
=490.77
VP
C
ST
A 18
+60.00
EL
=490.21
VP
T
ST
A 20
+10.00
EL
=490.20
491.03
490.65
490.90
490.52
490.06
490.16
490.65
491.15
MI
N.
CL
R.
12'7"
MI
N.
CL
R.
10'4"
EL. 508.58
B PWB635FR-B STA 947+12.99
C PLBTRL STA 22+28.31=
EL. 506.84
C PLPD STA 19+35.24
C PLBTRL STA 15+33.80=
MI
N.
CL
R.
10'3"
CREEK SHARED USE PATH (18 MPH)PLBTRL - PROPOSED LONG BRANCH
10+00 15+00 20+00
550
560
570
580
590
600
610
620
630
640
650
620
630
640
650
570
580
590
600
610
550
560L
L
L
L
L
L
L
L
EL. 633.92'
B PMREE75 STA 45+09.60,
C PGRN-U1 STA 10+21.35=
EL. 578.45'
B PEB635GP STA 507+03.07,
C PGRN-U1 STA 11+26.05=
EL. 580.95'
C PIH635 STA 506+99.27,
C PGRN-U1 STA 12+05.86=
EL. 579.92'
B PWB635GP STA 506+82.03,
C PGRN-U1 STA 12+76.34=
18'7"
MI
N.
CL
R.
20'6"
MI
N.
CL
R.
PEB635FR STA 505+10.05, 41.80' LT
STA 10+09.76, EL 603.44=
BEGIN PGRN-U1 PGL
PWB635FR-A STA 508+02.46, 42.69' RT
STA 13+97.89, EL 601.62=
END PGRN-U1 PGL
PGRN-U1 PGLEX GROUND AT
603.2
599.3
581.0
588.7
600.9
17'1"
MI
N.
CL
R.
STA 13+64.68
END BRIDGE
STA 10+37+13
BEGIN BRIDGE
EASTBOUND TURNAROUND (15 MPH)PGRN-U1 - PROPOSED GREENVILLE RD
6.5' BRIDGE DEPTH
STEEL I-GIRDER
STA = 10+45.00
EL = 604.13
(+)1.9
6% (+)0.83%
L = 70.00
K = 62
ex = -0.10'
STA = 11+70.00
EL = 605.17
L = 130.00
K = 56
ex = -0.38'
STA = 13+75.00
EL = 602.11
(-)1.49% (-)2.15%
L = 40.00
K = 60
ex = -0.03'
VP
C
ST
A 10
+10.00
EL
=603.44
VP
T
ST
A 13
+95.00
EL
=601.68
604.59
604.61
603.23
EL
=604.42
VP
T
ST
A 10
+80.00
EL
=604.63
VP
C
ST
A 11
+05.00
EL
=604.20
VP
T
ST
A 12
+35.00
EL
=602.41
VP
C
ST
A 13
+55.00
10+00 15+00 20+00
550560
570
580
590
600
610
620
630
640
650
620
630
640
650
570
580
590
600
610
550
560
10+00
604.4
601.0
582.9
583.2
L
L
EL. 637.75'
B PMREE75 STA 47+22.31,
C PGRN-U2 STA 10+19.31=
L
L
EL. 580.62'
B PEB635GP STA 508+42.55,
C PGRN-U2 STA 11+51.46=
L
L
EL. 582.83'
C PIH635 STA 508+39.27,
C PGRN-U2 STA 12+29.43=
L
L
EL. 581.52'
B PWB635GP STA 508+20.58,
C PGRN-U2 STA 13+05.24=
19'11"
MI
N.
CL
R.
19'0"
MI
N.
CL
R.
PEB635FR STA 507+42.69, 41.77' LT
STA 10+08.80, EL 606.93=
BEGIN PGRN-U2 PGL
PWB635FR-A STA 510+11.29, 52.62' RT
STA 13+89.57, EL 605.50=
END PGRN-U2 PGL
PGRN-U2 PGLEX GROUND AT
17'5"
MI
N.
CL
R.
STA 10+56.73
BEGIN BRIDGE
STA 13+85+07
END BRIDGE
RD WESTBOUND TURNAROUND (15 MPH)PGRN-U2 - PROPOSED GREENVILLE
6.5' BRIDGE DEPTH
STEEL I-GIRDER
STA = 10+80.00
EL = 606.10
(-)1.16% (+)0.75%
L = 80.00
K = 42
ex = 0.19'
STA = 12+25.00
EL = 607.19
(+)0.75% (-)1.69%
L = 150.00
K = 61
ex = -0.46'
STA = 13+60.00
EL = 604.90
(-)1.69% (+)2.0
0%
L = 50.00
K = 14
ex = 0.23'
VP
T
ST
A 11
+20.00
EL
=606.40
VP
C
ST
A 13
+35.00
EL
=605.33
VP
T
ST
A 13
+85.00
EL
=605.40
606.30
606.80
605.92
EL
=606.57
VP
C
ST
A 10
+40.00
EL
=606.63
VP
C
ST
A 11
+50.00
EL
=605.92
VP
T
ST
A 13
+00.00
15+00 20+00
550
560
570
580
590
600
610
620
630
640
650
550
560
570
580
590
600
610
620
630
640
650
10+00
598.8
577.6
579.0
581.9
L
L
L
LL
LEL. 573.15'
B PEB635GP STA 538+28.00,
C PABR-U1 STA 11+24.03=
EL. 575.05'
C PIH635 STA 538+00.23,
C PABR-U1 STA 11+96.18= EL. 574.29'
B PWB635GP STA 537+58.23,
C PABR-U1 STA 12+68.39=
16'8"
MI
N.
CL
R.
PEB635FR STA 536+43.66, 52.79' LT
STA 10+09.68, EL 601.32=
BEGIN PABR-U1 PGL
PWB635FR-A STA 538+37.95, 40.85' RT
STA 14+11.87, EL 597.90=
END PABR-U1 PGL
PABR-U1 PGLEX GROUND AT
STA = 10+35.00
EL = 600.83
(-)1.12%
L = 50.00
K = 18
ex = 0.17'
STA = 11+55.00
EL = 602.78
(+)1.63% (-)2.03%
L = 190.00
K = 52
ex = -0.87'
STA = 13+80.00
EL = 598.22
(-)2.03% (-)0.81%
L = 60.00
K = 49
ex = 0.09'
VP
C
ST
A 10
+10.00
EL
=601.11
VP
T
ST
A 10
+60.00
EL
=601.23
VP
C
ST
A 13
+50.00
EL
=598.83
VP
T
ST
A 14
+10.00
EL
=597.98
601.73
601.63
599.84
598.07
EL
=600.85
VP
T
ST
A 12
+50.00
EL
=601.23
VP
C
ST
A 10
+60.00
STA 10+32.07
BEGIN BRIDGE
STA 13+79.29
END BRIDGE
EASTBOUND TURNAROUND (15 MPH)PABR-U1 - PROPOSED ABRAMS RD
7.5' BRIDGE DEPTH
STEEL I-GIRDER
15+00 20+00
550
560
570
580
590
600
610
620
630
640
650
550
560
570
580
590
600
610
620
630
640
650
10+00
596.1
583.8
575.4
575.6
L
L
L
LL
LEL. 572.15'
B PEB635GP STA 540+03.48,
C PABR-U2 STA 11+51.84=
EL. 573.78'
C PIH635 STA 539+75.60,
C PABR-U1 STA 12+24.05= EL. 572.60'
B PWB635GP STA 539+34.12,
C PABR-U1 STA 12+95.95=
PWB635FR-A STA 541+06.75, 63.49' RT
STA 13+90.87, EL 596.80=
END PABR-U2 PGLPEB635FR STA 539+17.59, 47.34' LT
STA 10+06.80, EL 596.93=
BEGIN PABR-U2 PGL
STA 10+40.94
BEGIN BRIDGE
WESTBOUND TURNAROUND (15 MPH)PABR-U2 - PROPOSED ABRAMS RD
STA = 10+35.00
EL = 597.23
(+)1.07%
L = 50.00
K = 69
ex = -0.05'
STA = 10+85.00
EL = 597.41
(+)0.35% (+)1.
59%
L = 50.00
K = 40
ex = 0.08'
STA = 12+50.00
EL = 600.02
(+)1.59%
(-)0.35%
L = 70.00
K = 36
ex = -0.17'
STA = 13+10.00
EL = 599.81
L = 50.00
K = 11
ex = -0.29'
STA = 13+65.00
EL = 597.11
(-)4.92%
(-)1.18%
L = 50.00
K = 13
ex = 0.23'
VP
C
ST
A 10
+60.00
EL
=597.32
VP
T
ST
A 11
+10.00
EL
=597.80
597.66
599.23
599.75
EL
=598.34
VP
C
ST
A 13
+40.00
EL
=596.81
VP
T
ST
A 13
+90.00
EL
=599.47
VP
C
ST
A 12
+15.00
EL
=599.90
VP
RC
ST
A 12
+85.00
EL
=598.58
VP
T
ST
A 13
+35.00
EL
=597.32
VP
T
ST
A 10
+60.00
EL
=596.96
VP
C
ST
A 10
+10.00
19'7"
MI
N.
CL
R.
PABR-U2 PGLEX GROUND AT
STA 14+88.06
END BRIDGE
DEPTH
7.5' BRIDGE
STEEL I-GIRDER
15+0010+00 20+00
576.6
577.4
578.2
579.2
580.5
580.4
581.6
560
570
580
590
600
610
620
630
640
650
660
560
570
580
590
600
610
620
630
640
650
660
EXI
ST
EL.
L L
WB FRONTAGE ROAD (30 MPH)
BETWEEN SHILOH RD AND
PSHI2-A-PROPOSED CONNECTION
PSHI STA 23+29.30, 52.36' LT
C PSHI2-A STA 13+20.03, EL. 574.46'=
BEGIN PSHI2-A PGL
PROP PSHI2-A PGL
PWB635FR-A STA 810+10.43, 2.00' LT
C PSHI2-A STA 15+61.00, EL. 577.08'=
END PSHI2-A PGL
AT PSHI2-A PGLEX GROUND
STA = 13+95.00
EL = 573.34
(-)1.50% (+)2.2
6%
L = 140.00
K = 37
ex = 0.66'
VP
C
ST
A 13
+25.00
EL
=574.39
VP
T
ST
A 14
+65.00
EL
=574.91
PG
LP
SHI2-
AP
RO
P574.01
575.70
580
590
600
610
620
630
640
650
620
630
640
650
580
590
600
610
10+00 15+00
660 660
600.5
601.3
602.4
602.8
602.2
STA = 13+00.00
EL = 602.33
(+)0.50% (-)0.54%
L = 100.00
K = 96
ex = -0.13'
VP
C
ST
A 12
+50.00
EL
=602.08
VP
T
ST
A 13
+50.00
EL
=602.06
601.33
601.83
602.20
601.79
570
560
550
570
550
560
PDART PGLEX GROUND AT
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PD
AR
T
ST
A 11
+00.00,
EL. 601.33
BE
GI
N
PD
AR
T
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PD
AR
T
ST
A 14
+14.72,
EL. 601.71
EN
D
PD
AR
T
CONNECTION (30 MPH)
PDART - PROPOSED DART
580
590
600
610
620
630
640
650
620
630
640
650
580
590
600
610
10+00 15+00
660 660
570
560
550
570
550
560
593.0
591.4
592.0
591.8
STA = 12+50.00
EL = 590.35
(-)0.71% (+)1.00%
L = 150.00
K = 88
ex = 0.32'
VP
C
ST
A 11
+75.00
EL
=590.88
VP
T
ST
A 13
+25.00
EL
=591.10
591.41
590.74
590.88
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PC
HR
ST
A 11
+00.00,
EL. 591.41
BE
GI
N
PC
HR
L MA
TC
H
EXI
STI
NG
GR
OU
ND
C
PC
HR
ST
A 13
+48.24,
EL. 591.33
EN
D
PC
HR
CONNECTION (40 MPH)
NEW CHURCH RD
PCHR - PROPOSED
MARIA F. GUERRA 121650 MARIA F. GUERRA 121650
95%
DRAFT
Prelimi
nary,
Subj
ect to C
hang
e
2222
PROP PROY PGL
PROP PPLA PGL
PROP PKIN PGL
PROP PJUP PGL
AT PNWH PGLEX GROUND
AT PCEN PGLEX GROUND
STA 16+82BEGIN BRIDGE
AT PLPD PGLEX GROUND
PROP PLPD PGL
PATH (BY OTHERS)
FUTURE SHARED USE
STA 19+67END BRIDGEPROP PGRN PGL
AT PWMP PGLEX GROUND
DEPTH4.79' BRIDGETX-46 GIRDER
SHARED USE TRAIL PROFILEPROP PLBTRL PGL
AT PLBTRL PGL
EX GROUND
PROP PDART PGL