SEE SKILLMAN MODEL FOR SHT 2A
Transcript of SEE SKILLMAN MODEL FOR SHT 2A
BASKETBALL COURT
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PC PT
PC PRC
20+00 PT
PO
T
10
+00
PC
PR
C
15
+00
PT
PC
20
+00
PR
C
PT
PO
T
15+00
20+00
25+00
30+00
POT
POT
10+00
PC 10+00
PT 15+00PC 20+00 PT PC 25+00
30+00
PT PC 10+00
15+00
20+00PT
POT
PC 10+00
PRC 15+00PRC PT PC 20+00PRC
PT 25+00 PC PT PC
PT PC
10+00PT
15+00
PC PT
20+00PC
25+00 PT
PC 30+00
PT
PC PT
35+0040+00
PC PT 45+00
PC PT
50+00PC
PT 55+00
60+00PC
PT 65+00PC PT
PC 70+00PRC
PT
PC 10+00 PRC PRC
15+00 PT PC 20+00 PT
PC 25+00
PT
PC 30+00 PT PC 35+00PT
PC 40+00PT
PC
45+00PT
50+00
PC 55+00
PT
60+00PC PT
PC PT 25+00 PC 30+00
PRC 35+00
PT
PC 10+00
PRC PT
15+00PC
PRC 20+00
PT
10+00
10+00
10+0
0
10+0
0
POT PC 490+00 PT
PC 495+00 500+00
PT 505+00
510+00
515+00
520+00
PC PT 525+00
PC 530+00
PRC 535+00PT
540+00
545+00
POT 485+00PC 490+00 PT
PC 495+00
500+00 505+00PT
510+00
515+00PC
520+00
PT 525+00
530+00PC
PT 535+00
540+00
545+00
POT
490+00PC
495+00PT POT 500+00
PC 505+00
PT
510+00PC
PRC 515+00
PT
520+00PC
525+00PRC 530+00
PT 535+00
540+00
545+00
PC PRC PT 510+00
515+00
520+00
525+00
530+00
535+00PC
PRC
PT 540+00
545+00PC
POT 500+00 PC
PT 505+00
PC PRC PT 510+00
PC PT 515+00PC PT
520+00
PC 525+00 PT PC PT
530+00PC PT PC PT 535+00
PC PRC
PT 540+00
465+00
470+00
475+00 PT 480+00
485+00
POT
85+00
PC
PT
90+00 PC PT
DA
RT R
ED LIN
E
MARK
VILL
E
NL EERT N
OINI
P
ABR
AM
S R
D.
ABR
AM
S R
D.
GR
EE
NVIL
LE A
VE.
GR
EE
NVIL
LE A
VE.
TI
BL
VD.
51'
11'14'
LN
1'11'
LN
6'
2'
LN
12'
LN
51'
11' 14'
LN
1'11'
LN
2'
LN
12'
LN
2'24'
29'
UTURN
2'1'
2'24'
29'
UTURN
2'
SW
1'
12' 12'
LC PABR
50'
11'14'
LN
1'11'
LN
6'
2'
LN
11'
LN
50'
11' 14'
LN
1'11'
LN
2'
LN
11'
LN
2'24'
29'
UTURN
2'1'
2'24'
29'
UTURN
2'
SW
1'
LC PGRN
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%
C IH635
2 2
MAX
3:1
MIN
8:1
MAX
3:1
MIN
8:1
SH
6'
LN
12'
LN
14'
VARIES
MAX
3:1
MIN
8:1
LN
14'
VARIES
5'
LN
14'
2.08% 2.08%
69'-73' EX PAVEMENT 69'-73' EX PAVEMENT
SHSH
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
10' 10'
SW
PGL
1.5%1.5% 1.5%
12'
10'
12'
SW
10'
1.5%
PGL
1.5% 1.5% 1.5% 1.5%
STA 468+00 TO STA 551+00
EXISTING IH 635
32' 29'
LN
11'
LN
11'
LN SW
11'
LN
33'-44'
LN
11'
LN
11'
LN
11'
LN
33'-44'
6'
4'
SW
6'22'
U-TURN
1'1'
28'
2'2'8'
1.56% 1.56%1.56%
LN
11'
LN
11'
LN SW
22'-33'
11'
LN
11'
LN LN
22'-33'
6'
4'
SW
6'
1.56% 1.56%
1'1'
11'
LN
11'
LN SW
11'
LNLN
11'
LN
11'
LN LN
42'-53'
SW
STA 14+51.18 TO STA 19+11.01
EXISTING GREENVILLE AVENUE
11'
LN
6'-16'
VAR VAR
LN
33'-42' 10'
TYP
10'
TYP
EXI
ST
RO
W
EXI
ST
RO
W
11'
LN
11'
LN SWLNLN
11'
LN LN
32'-43'
SW
11'
LN
6'-16'
VAR VAR
LN
31'-43'
EXI
ST
RO
W
EXI
ST
RO
W
9'-12'10'-13'
STA 19+11.01 TO STA 22+02.43
STA 10+77.79 TO STA 14+51.18
EXISTING GREENVILLE AVENUE
9'-11'
BRIDGE STRUCTURE NOT SHOWN
STA 15+33.48 TO STA 18+46.32
PROPOSED GREENVILLE AVENUE
BRIDGE STRUCTURE NOT SHOWN
STA 18+35.95 TO STA 22+02.17
PROPOSED ABRAMS ROAD
LN
11'
LNLN
11'
LN LN
11'
LN LN
11'
LN
LC PGRN
PGL
6'-17'
11'-14'
LNLN
0'-2'0'-2'
42'-61'
LN
11'
LNLN
11'
LN LN
11'
LN LN
11'
LN
LC PABR
PGL
6'-17'
11'-14'11'-14'
LNLN
0'-2' 0'-2'
39'-50'39'-60'
SWSW SWSW
EXI
ST/
PR
OP
RO
W10'
TYP
EXI
ST/
PR
OP
RO
W 10'
TYP 0'-1' 0'-1'
PR
OP
RO
W
EXI
ST/
PR
OP
RO
W
TYP
13'
STA 22+02.17 TO STA 26+80.00
STA 14+20.69 TO STA 18+35.95
PROPOSED ABRAMS ROAD
STA 18+46.32 TO STA 22+02.43
STA 10+77.79 TO STA 15+33.48
PROPOSED GREENVILLE AVENUE
0'-1'0'-1'
1 11 1
STA 17+48.56 TO STA 22+85.94
EXISTING ABRAMS ROAD
33'-61'
12' 12'
C PIH635L
10'
SH LN LN SH
10'
SH
10'
LN
12'
LN
12'
LN
12'
LN LN
10'
SHSH
10'12'
LNLN
12'
LN
12'
LN
12'
SH
10'0-12'
2'
11' 14'
1'2' 1'
11'14'
28'-39' 68'-92' 38'38'
6'
LNLNLN LNLNLN SWSW
6'
EXI
ST/
PR
OP
RO
W
EXI
ST/
PR
OP
RO
W
15'
TYPTYP
15'
HS
HS
L LB PWB635GP B PEB635GPL B PEB635FRL
28'-39'4'
12' 12'
80'-92'
0-12'
SH
14'
LN
8' 4'
HS
ACCESSMAN LN
ACCESSMAN LN
SH
14'
LN
8'4'
HS
2.0%
2.5%(TYP)
PGL
PGL
11.5%
PGL2.5%(TYP)
2.0%11
1.5%
0'-26' 0'-26'
2'-52' 2'-39'
PROP ROW VARIES 449'-697'
12
0-12'
0 2
STA 22+85.94 TO STA 26+80.00
STA 14+20.69 TO STA 17+48.56
EXISTING ABRAMS ROAD
VAR (2.0% TYP) VAR (2.0% TYP) VAR (2.0% TYP) VAR (2.0% TYP)
CTB
CTB CTB CTB
CTB
CTR CTR
CTR
CTR
CTR CTR CTR
CTR 1CTR
CTB(1)
(1)
(1)(1)
(1) (1)
(2)(2)
(2)
(2)
(2)(2)
(2)
(2) (2)
RETAINING WALL RETAINING WALL(3)(3)
12' 12'
2.5%(TYP) 2.5%(TYP)
PGL
C PIH635L
10'
SH LN LN SH
10'
SH
10'
LN
12'
LN
12'
LN
12'
LN LN
10'
SHSH
10'12'
LNLN LN
12'
LN
12'
LN
12'
SH
10'0-12' 0-12'
2'
11' 14'
1'
68'-92' 56'-92'38'38'
6'
LNLNLN SW
EXI
ST/
PR
OP
RO
W
1
15'
TYP
HS
HS
L LB PWB635GP B PEB635GPL B PEB635FRL
28'-39'
EXI
ST/
PR
OP
RO
W
15'
TYP
28'-39'
1
LN
14' 11'
LN LN
1'2'
SW
6'
0-12' 0-12'
4'-16'
CTBCTB
PROP ROW VARIES 344'-892'
2'-30' 2'-29'
CTB
(1)
(1)
(1)
2.0%1.5%
CTR1
CTR(2)
(2)
RETAINING WALL(3)
2.0% 1.5%
PGL
CTRCTR
1
(2)(2)
RETAINING WALL(3)
12'
EB GP PGLWB GP PGL
WB GP PGL EB GP PGL
B PWB635FR-A
B PWB635FR-A
1.5% 1.5%
PGL
EX ROW VARIES 372'-659'
2'-55'2'-53'
2'-25' 2'-35'
12'
0'-
LN
AUX
4'-16' 4'-16'
12'
0'-
AUX
LN
12'
0'-
AUX
LN
12'
0'-
AUX
LN
4'-16' 4'-16'
SEE PARTIAL SECTION "A"
(1)CTB PGL
SH LNHS
12'
38'
4'
22'
C PIH635L
2'
(1)CTB
2.5%(TYP)
(2)CTR
EB/SB MAIN LANES
EB/SB GEN PURPOSE LNS
EB/SB GEN PURPOSE LNS
WB/NB MAIN LANES
WB/NB GEN PURPOSE LNS
WB/NB GEN PURPOSE LNS
FRONT RDWB/NB
FRONT RDEB/SB
FRONT RDWB/NB
FRONT RDWB/NB
FRONT RDEB/SB
FRONT RDEB/SB
MAN LNSWB/NB
MAN LNSEB/SB
MAN LNSWB/NB
MAN LNSEB/SB
2.0%
LB
HS
4'
LN
14'
SH
8'
26'
PGL
2.0%
HS LN
14'
SH
PGL
LB
CTR(2)
CTR(2)
CTR(2)
CTR(2)
2.0%
HS
4'
SHLN
12'
BL
12'
LN
PGL
6'
(2)CTR
(2)
CTR
1-LANE RAMP
PROPOSED IH 635
1-LANE RAMP (REDUCED SHLDS)
PROPOSED IH 635
34'
2-LANE DC (REDUCED SHLDS)
PROPOSED IH 635 RAMP
PDS75E635
APPLIES TO:
2.0%
HS
4'
SHLN
12'
BL
12'
LN
PGL
8'
(2)CTR
(2)
CTR
36'
PDW635N75
APPLIES TO:
2-LANE DC
PROPOSED IH 635 RAMP
2.0%
LB
HS
4'
LN
14'
SH
PGL
CTR(2)
CTR(2)
SLIP RAMP
1-LANE MANAGED LANE
PROPOSED IH 635
6'-8'
MRWESKL
MREXSKL
APPLIES TO:
24'-26'
PRWXGRN
PMREE75
PMRWX75
PREXTIB
APPLIES TO: 2'-4' 6'-8'
22'-26'
PREEGRN
APPLIES TO:
LNAUX
LNAUX LN
LNAUX
LNAUX
STA 582+83 TO STA 640+50
STA 522+77 TO STA 571+90
STA 493+00 TO STA 501+20
PROPOSED IH 635
FROM STA 640+67 TO STA 642+06
EB MANAGED LANE RAMP FROM STA 501+17 TO STA 522+77
FROM STA 643+00 TO STA 644+00
WB MANAGED LANE RAMP FROM STA 512+25 TO STA 522+77
STA 640+50 TO STA 644+00
STA 501+20 TO STA 522+77
PROPOSED IH 635
WB MANAGED LANE FROM STA 511+45 TO STA 522+77
FROM STA 630+50 TO STA 642+06
FROM STA 545+00 TO STA 553+37
EB MANAGED LANE FROM STA 513+23 TO STA 522+77
MANAGED LANE CONFIGURATION VARIATION
(MIRROR FOR EB)
PARTIAL SECTION "A"
SECTIONS
NOISE WALL LIMITS SHOWN IN TYPICAL
(3) SEE PLAN VIEW FOR RETAINING WALL AND
CLEAR ZONE PROVIDED)
(CTR NOT REQUIRED WHEN UNOBSTRUCTED
(2) CTR: CONCRETE TRAFFIC RAIL
(1) CTB: CONCRETE TRAFFIC BARRIER
584.21
STA =491+55.00
EL = 580.56'
(-)1.65%(-)0.50%
L = 300'
K = 260
ex = 0'
STA =499+70.00
EL = 576.51'
(-)0.50% (+)0.54%
L = 200'
K = 192
ex = 0'
STA =508+15.00
EL = 581.11'
(+)0.54%
(+)3.0
0%
L = 350'
K = 143
ex = 1'
STA =521+70.00
EL = 621.76'
(+)3.0
0% (-)3.00%
L = 1,700'
K = 283
ex = -13'
STA =537+30.00
EL = 575.01'
(-)3.00%(-)0.50%
L = 350'
K = 140
ex = 1'
STA =540+05.00
EL = 573.63'
(-)0.50% (+)0.50%
L = 200'
K = 200
ex = 0'
STA =543+75.00
EL = 575.48'
(+)0.50% (-)2.96%
L = 540'
K = 156
ex = -2'
VP
C 490
+05.00
EL
=583.04
VP
T 493
+05.00
EL
=579.81
VP
C 498
+70.00
EL
=577.01
VP
T 500
+70.00
EL
=577.05
VP
C 506
+40.00
EL
=580.16
VP
T 509
+90.00
EL
=586.36
VP
C 513
+20.00
EL
=596.26
VP
T 530
+20.00
EL
=596.29
VP
C 535
+55.00
EL
=580.25
VP
T 539
+05.00
EL
=574.13
VP
C 539
+05.00
EL
=574.13
VP
T 541
+05.00
EL
=574.13
VP
C 541
+05.00
EL
=574.13
PROP PIH635ML PGL
PIH635ML PGLEX GROUND AT
CA
LC.
MI
N.
CL
R.
17'5"
17'1"
CA
LC.
MI
N.
CL
R.
WB RAMP PMRWX75
WB RAMP PDW635N75
EB RAMP PDS75E635
EB RAMP MREXSKL
WB RAMP MRWESKL
EB RAMP PMREE75
WB RAMP PRWXGRN
EB RAMP PREEGRNGREENVILLE AVE.
ABRAMS ROAD
490+00 495+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00490+00 495+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00
587.90
585.73
584.33
580.46
579.53
579.12
578.66
578.35
577.86
577.37
577.15
577.42
577.95
578.53
579.13
579.33
579.78
580.42
581.13
582.37
584.37
587.15
590.04
593.02
595.98
598.56
601.10
603.12
604.86
606.47
607.62
608.51
609.05
609.45
609.54
609.22
608.71
607.59
606.36
604.70
602.86
600.77
598.38
595.77
592.91
589.86
586.91
583.88
581.10
579.04
576.80
575.88
574.40
572.95
571.43
569.94
568.61
583.12
581.64
580.55
579.84
579.34
578.85
578.35
577.85
577.35
576.88
576.80
577.22
577.76
578.31
578.85
579.40
579.94
580.61
581.93
583.94
586.66
589.66
592.66
595.66
598.55
601.09
603.28
605.11
606.60
607.73
608.50
608.93
609.00
608.72
608.09
607.10
605.76
604.07
602.03
599.63
596.88
593.89
590.89
587.90
584.90
581.90
578.98
576.66
575.05
574.16
573.88
574.11
574.32
573.89
572.82
571.11
STA =500+00.00
EL =574.37'
(-)0.60% (+)0.60%
L = 200.00'
K = 167
ex = 0.30'
STA =507+90.00
EL =579.11'
(+)0.60%
(+)3.0
0%L = 350.00'
K = 146
ex = 1.05'
STA =521+60.00
EL =620.16'
(+)3.0
0%
(-)3.00%
L = 1,800.00'
K = 300
ex = -13.49'
579.57
VP
C 499
+00.00
EL
=574.97
VP
T 501
+00.00
EL
=574.97
VP
C 506
+15.00
EL
=578.06
VP
T 509
+65.00
EL
=584.36
VP
C 512
+60.00
EL
=593.20
VP
T 530
+60.00
EL
=593.16
MATCH EXISTING[ PEB635GP STA 492+89.52BEGIN CONSTRUCTION
PROP PEB635GP PGL
MATCH EXISTING
[ PEB635GP STA 535+13.14
END CONSTRUCTION
STA =521+85.00
EL =620.05'
(+)3.0
0% (-)3.00%
L = 1,800.00'
K = 300
ex = -13.49'
579.57
VP
C 512
+85.00
EL
=593.08
VP
T 530
+85.00
EL
=593.05
583.13
STA =492+60.00
EL =576.87'
(-)1.90% (+)1.35%
L = 450.00'
K = 138
ex = 1.83'
STA =496+50.00
EL =582.14'
(+)1.35% (-)0.81%
L = 330.00'
K = 153
ex = -0.89'
STA =503+50.00
EL =576.47'
(-)0.81% (+)0.67%
L = 210.00'
K = 142
ex = 0.39'
STA =508+40.00
EL =579.75'
(+)0.67%(+)3.0
0%
L = 350.00'
K = 150
ex = 1.02'
587.54
VP
C 490
+35.00
EL
=581.15
VP
T 494
+85.00
EL
=579.91
VP
C 494
+85.00
EL
=579.91
VP
T 498
+15.00
EL
=580.80
VP
C 502
+45.00
EL
=577.32
VP
T 504
+55.00
EL
=577.17
VP
C 506
+65.00
EL
=578.58
VP
T 510
+15.00
EL
=584.99
PROP PWB635GP PGL
MATCH EXISTING[ PWB635GP STA 489+30.73BEGIN CONSTRUCTION
MATCH EXISTING[ PWB635GP STA 535+34.44END CONSTRUCTION
578.57
577.97
577.37
576.77
576.17
575.57
574.97
574.67
574.97
575.57
576.17
576.77
577.37
577.97
578.82
580.34
582.55
585.40
588.40
591.40
594.37
597.06
599.43
601.46
603.16
604.52
605.55
606.25
606.61
606.64
606.34
605.71
604.74
603.44
601.81
599.84
597.54
594.90
591.96
588.96
585.96
582.96
579.96
590.53
593.53
596.31
598.76
600.87
602.65
604.10
605.21
605.99
606.44
606.56
606.34
605.79
604.90
603.68
602.13
600.25
598.03
595.48
592.60
589.60
586.60
583.60
580.60
581.81
580.06
579.00
578.65
579.02
580.10
581.03
581.30
580.92
580.11
579.31
578.50
577.69
576.98
576.91
577.47
578.14
578.85
580.09
581.98
584.55
587.54
SEE SKILLMAN MODEL FOR SHT 2A
| PDW635N75
| PREFXTIB
| PREXTIB
| PMREE75
| PDS75E635
| PMRWX75
| PWB635GP
| PEB635GP
| MREXSKL
| PGRN-U1
PGRN-U2
| MRWESKL
| PREEGRN
| PEB635FR
| PABR-U1
| PABR-U2
BRIDGE NO 2
BRIDGE NO 1
BRIDGE NO 3
BRIDGE NO 4
RET WALL 111
RET WALL 109
RET WALL 110
RET WALL 107
RET WALL 108
RET WALL 104
RET WALL 106
RET WALL 105
RET WALL 103
RET WALL 101
RET WALL 102
[ PGRN
[ PABR
| PRWXGRN
| PWB635FR
BEGIN SSTR
BEGIN SSTRBEGIN SSTR
END SSTR
BEGIN SSCB
END SSTR
END SSTR
END SSTR
| PMRWX75 STA 10+78.98
BEGIN BRIDGE 02
| PMRWX75 STA 50+24.75
END BRIDGE 02
| PMREE75 STA 8+49.35
BEGIN BRIDGE 01
[ PIH635ML STA 501+00.00
BEGIN NEXT GEN PAVEMENT
[ PIH635ML STA 506+05.00
END NEXT GEN PAVEMENT
ATTENUATOR
ATTENUATOR
ATTENUATOR
ATTENUATOR
BEGIN SSTR
BEGIN SSTR
END SSTR
BEGIN SSCB
END SSTR
BEGIN SSTR
END SSTR ON WALL
END SSTR
10.00' LT
| PEB635GP STA 535+49.75
END LANE TAPER
82.00' RT
STA 514+24.60
| PEB635GP
BEGIN LANE TAPER
BEGIN SSTR
END SSTR
BEGIN SSTR
BEGIN SSTR
END SSTR
BEGIN SSTR
END SSTR ON WALL
ATTENUATOR
BEGIN SSTR
BEGIN SSTR
END SSTR
END SSTR
ATTENUATOR
END SSTR
BEGIN SSTR
BEGIN SSTR
END SSTR
END SSTR
BEGIN SSTR
END SSTR
END SSTR
BEGIN SSTR
26.00' LT
| PEB635FR STA 532+68.44
BEGIN LANE TAPER
48.00' LT
| PEB635FR STA 533+68.44
END LANE TAPER
13.00' RT
| PEB635FR STA 531+74.23
END LANE TAPER
48.00' LT
STA 541+47.61
37.00' LT TO
STA 540+97.61
| PEB635FR
LANE TAPER
BEGIN/END
13.00' LT
| PWB635FR STA 544+67.22
BEGIN LANE TAPER
13.00' LT
| PWB635FR STA 512+28.83
BEGIN LANE TAPER
48.00' RT
| PWB635FR STA 513+48.00
BEGIN LANE TAPER
2.00' LT
| PWB635FR STA 512+78.83
END LANE TAPER
2.00' LT
| PWB635FR STA 545+17.22
END LANE TAPER
38.00' LT
| PEB635FR STA 502+26.96
BEGIN LANE TAPER
49.00' LT
| PEB635FR STA 502+76.96
END LANE TAPER
2.00' RT
| PEB635FR STA 501+88.43
BEGIN LANE TAPER
13.00' RT
| PEB635FR STA 502+38.43
END LANE TAPER
[ PABR STA 18+34.38
BEGIN BRIDGE 04
[ PABR STA 22+03.46
END BRIDGE 04
[ PGRN STA 18+48.39
END BRIDGE 03
[ PGRN STA 15+11.40
BEGIN BRIDGE 03
26.00' RT
| PWB635FR STA 530+06.85
BEGIN LANE TAPER
BEGIN SSTR
6FT SDWLK
10FT SDWLK 6FT SDWLK
6FT SDWLK
BEGIN SSTR
END SSTR
BEGIN SSTR
DRIVEWAY
PROPOSED
36.00' LT
STA 508+91.39
| PEB635FR
BEGIN LANE TAPER
70.00' RT
STA 520+36.00
| PEB635GP
END LANE TAPER
25.00' LT
STA 511+66.39
| PEB635FR
END LANE TAPER
DRIVEWAY
PROPOSED DRIVEWAY
PROPOSED
DRIVEWAY
PROPOSED
DRIVEWAY
PROPOSED
DRIVEWAY
PROPOSED
DRIVEWAY
PROPOSED
DRIVEWAY
PROPOSED
37.00' RT
STA 513+98.00
| PWB635FR
END LANE TAPER
DRIVEWAY
PROPOSED
DRIVEWAY
PROPOSED
DRIVEWAY
PROPOSED
DRIVEWAY
PROPOSED
DRIVEWAY
PROPOSED
DRIVEWAY
PROPOSED
37.00' RT
STA 533+36.85
| PWB635FR
END LANE TAPER
DRIVEWAY
PROPOSED
DRIVEWAY
PROPOSED
DRIVEWAY
PROPOSED
[ PIH635ML
ATTENUATORATTENUATOR
BEGIN SSTR
END SSTR
TIE TO EXISTING
BEGIN SSCB
TIE TO EXISTING
BEGIN SSTR
TIE TO EXISTING
BEGIN SSCB
TIE TO EXISTING
BEGIN SSTR
BEGIN 2 SSTRS
END SSCB
BEGIN SSTR
END SSTR
END 2 SSTRS
DRIVEWAY
PROPOSED PROPOSED DRIVEWAY
END SSTR
PROPOSED DRIVEWAY
PROPOSED DRIVEWAY
PROPOSED DRIVEWAY
DRIVEWAY
PROPOSED
531+24.23, 2.00' RT
| PEB635FR STA
BEGIN LANE TAPER
BEGIN SSTR
RET WALL 134
NOISE WALL 1101
BEGIN 2 SSTR
END SSCB
SSTREND
BEGIN SSTR
END 2 SSTRSBEGIN 2 SSTRS
BEGIN 2 SSTRS
END SSCB
END 2 SSTRS
BEGIN 2 SSTRS
| PMREE75 STA 54+98.19
END BRIDGE 01
BEGIN 2 SSTRS
PMREE751
PMREE752
PMREE753
PMREE754
PMREE755
PMREE756
PMREE757
PMREE758
PMREE759
PMREE7510
PMRWX751
PMRWX752
PMRWX753
PMRWX754
PMRWX755
PMRWX756
PMRWX757
PMRWX758
PMRWX759
PMRWX7510
PMRWX7511
PDS75E6351
PDS75E6352
MREXSKL1
PDW635N751
PDW635N752
PDW635N753
MRWESKL1
MRWESKL2
MRWESKL3
PEB635GP1
PEB635GP2
PEB635GP3
PEB635GP4
PEB635GP5
PEB635GP6
PWB635GP1
PWB635GP2
PWB635GP3
PWB635GP4
PREEGRN1
PREEGRN2
PREEGRN3
PREEGRN4
PREEGRN5
PREEGRN6
PRWXGRN1
PRWXGRN2
PRWXGRN3
PRWXGRN4
PWB635FR2
PWB635FR3
PWB635FR4
PWB635FR5
ON WALL
BEGIN SSTR
ON WALL
BEGIN SSTR
END SSTR
BEGIN SSTR
ON WALL
BEGIN SSTR
22.00' LT
STA 527+29.64
| PEB635GP
BEGIN LANE TAPER
L3
R2
L1
R1
L10
L2
R3
L5
R4
L7
R6
R5
L6
L9
R7
L8
| PREXTIB STATION 18+15.00
BEGIN CONSTRUCTION
[ PIH635 STATION 489+33.83
BEGIN CONSTRUCTION
| PEB635GP STA 492+89.52
BEGIN CONSTRUCTION
| PREXTIB STATION 24+73.00
END CONSTRUCTION
| PWB635FR STA 506+49.00
BEGIN CONSTRUCTION
[ PGRN STA 22+02.43
END CONSTRUCTION
[ PGRN STA 10+77.99
BEGIN CONSTRUCTION
[ PABR STA 14+20.68
BEGIN CONSTRUCTION
PIH635ML1
PIH635ML2
PIH635ML3
PIH635ML4PIH635ML5
PEB635FR1
PEB635FR2
PEB635FR3
PEB635FR4
PEB635FR5
PEB635FR6
PEB635FR7
PEB635FR8
PEB635FR9
PEB635FR10
PEB635FR11
PWB635FR1
[ PABR STA 27+50.00
END CONSTRUCTION
PROPOSED DRIVEWAY
PROPOSED DRIVEWAY
PROPOSED DRIVEWAY
BEGIN SSTR
PROPOSED SIGN STRUCTURE
PROPOSED SIGN STRUCTURE
PROPOSED SIGN STRUCTURE
PROPOSED SIGN STRUCTURE
PROPOSED SIGN STRUCTURE
PROPOSED SIGN STRUCTURE
STRUCTURE
PROPOSED SIGN
PROPOSED SIGN STRUCTURE
STRUCTURE
PROPOSED SIGN
PROPOSED SIGN STRUCTURE
STRUCTURE
PROPOSED SIGN
STRUCTURE
PROPOSED SIGN
PROPOSED SIGN STRUCTURE
LEGEND:
POTENTIAL DISPLACEMENTS
DIRECTION OF TRAVEL
PAVEMENT / BRIDGE TO BE REMOVED
GENERAL NOTES:
NEXT GENERATION PAVEMENT
MAIN LANES
MANAGED LANES
RAMP
PR APPROACH SLAB
PR SIDEWALK
PR DRIVEWAY
PR CROSS STREET
PR FRONTAGE ROAD
PR RAMP
PR MANAGED LANES
PR MAIN LANES
PR BRIDGE
PR NOISE WALL
EX NOISE WALL (BY OTHERS)
PR MOD WALL
PR RETAINING WALL
PR EDGE OF PAVEMENT
PR ACCESS DENIAL
PR DRNG EASEMENT
PR ROW
PR CENTERLINE/BASELINE
EX BRIDGE TO REMAIN
EX ROADWAY TO REMAIN
EX PLANIMETRICS
EX 100YR FLOODPLAIN
EX CULVERT TO REMAIN
EX ACCESS DENIAL
EX ROW
EX EASMNT
EX PROPERTY LINE
CONSTR ACCESS (LIC. AGREEMT)
PR = PROPOSED
EX = EXISTING
PR SIDEWALK WALL
PR RETAINING WALL CUT
PR HIGH MAST ILLUMINATION
PR ILLUMINATION SYMBOLS
PR I.T.S.SYMBOLS
PR CONCRETE RIPRAP
PR FRONTAGE ROAD CONNECTOR
PR LOCAL ACCESS ROAD
RXX
XX
XXXXXXX CURVE ID NUMBER
TURN BAY ID NUMBER
OPTIMIZATION ID NUMBER
SCHEMATIC PREPARED BY:
Direct Supervision of:
Prepared by or under the
DATE
PERMITTING, BIDDING OR CONSTRUCTION.
FOR INTERIM REVIEW ONLY. NOT FOR
REGISTRATION NUMBER F-3580
AECOM TECHNICAL SERVICES
3/12/2019
P.E. NUMBERNAME
LEONIDAS H. COSSYPHAS 102809
SCHEMATIC PREPARED BY:
Direct Supervision of:
Prepared by or under the
DATE
PERMITTING, BIDDING OR CONSTRUCTION.
FOR INTERIM REVIEW ONLY. NOT FOR
REGISTRATION NUMBER F-3580
AECOM TECHNICAL SERVICES
3/12/2019
P.E. NUMBERNAME
LEONIDAS H. COSSYPHAS 102809
DUE TO A DESIGN DEFICIENCY.
10' WIDE ARE DUE TO TRANSITIONS TO/FROM EXISTING PAVEMENT AND NOT
20. TRAVEL LANE WIDTHS SHOWN IN THE TYPICAL SECTIONS THAT ARE LESS THAN
RADII VARY PER INTERSECTION DUE TO THE DIFFERENCES IN SKEW.
19. U-TURNS WERE DESIGNED TO ACCOMMODATE A WB-62 DESIGN VEHICLE. CORNER
ON EACH SCHEMATIC ROLL.
18. MAJOR CROSS STREET CORNER RADII ARE R=50' UNLESS NOTED OTHERWISE
ON EACH SCHEMATIC ROLL.
17. MINOR CROSS STREET CORNER RADII ARE R=25' UNLESS NOTED OTHERWISE
IN THE SUPERELEVATION TABLES.
LANES HAVE A NC OF +/-2.5% UNLESS NOTED OTHERWISE ON EACH ROLL
16. LOW SPEED ROADWAYS HAVE A NC OF +/-2% AND HIGH SPEED MAIN
ROADWAY DESIGN MANUAL FOR REFERENCE.
SUPERELEVATION RATE OF 6%. SEE CHAPTER 2, SECTION 4 OF THE TXDOT
15. ALL SUPERELEVATION RATES WERE CALCULATED BASED ON USING A MAXIMUM
DETERMINED DURING THE ROW ACQUISITION PROCESS.
ACTUAL DAMAGES TO THE BUILDING AND PROPERTY TO BE
ROW PHYSICALLY INTERSECTS THE EXISTING BUILDING STRUCTURE.
14. BUILDINGS ARE SHOWN AS POTENTIAL DISPLACEMENT IF THE PROPOSED
WILL BE DEVELOPED DURING THE DESIGN PHASE OF THE PROJECT.
13. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND
RECORD DOCUMENTS AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.
12. EXISTING CULVERT LOCATIONS, SIZE, AND ELEVATIONS OBTAINED FROM
FLOOD INSURANCE RATE MAPS 48113C0345J AND 48113C0485J (2014).
11. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED UPON FEMA
RAIL, BARRIER, OR WALL (UNLESS NOTED OTHERWISE).
10. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL FACE OF CURB,
(UNLESS NOTED OTHERWISE).
9. CURBS ON FRONTAGE ROADS AND CROSS STREETS ARE TYPE II
8. SUPERELEVATION AXIS OF ROTATION IS ABOUT THE PGL.
RECONSTRUCTION WILL BE REMOVED (UNLESS NOTED OTHERWISE).
7. EXISTING PAVEMENT/BRIDGES LOCATED WITHIN LIMITS OF PROPOSED
THE SAFETY TO THE TRAVELING PUBLIC IS NOT COMPROMISED.
PROPERTY OWNERS AND AVOIDING LANDLOCK ISSUES AS LONG AS
PROVIDING TRAFFIC IMPACT ANALYSIS (TIA) BY THE ADJACENT
PROPERTY OWNERS. ACCESS DENIAL LIMITS MAY BE ADJUSTED BY
FRONTAGE ROADS, AND MAINTAINING SAFE ACCESS TO ADJACENT
THE TRAVELING PUBLIC, MAINTAINING LEVEL OF SERVICE ON THE
6. ACCESS DENIAL LIMITS ARE DETERMINED BY PROVIDING SAFETY TO
DETERMINED DURING DESIGN DEVELOPMENT.
OTHERWISE ON EACH SCHEMATIC ROLL. FINAL DRIVEWAY DESIGN TO BE
RETURN RADII ARE R=15' MINIMUM OR R=25' DESIRABLE UNLESS NOTED
5. DRIVEWAY LOCATIONS ARE PRELIMINARY. FRONTAGE ROAD DRIVEWAY
DESIGN DEVELOPMENT.
AND SUBJECT TO CHANGE. FINAL LOCATIONS TO BE DETERMINED DURING
4. SIDEWALK INTERSECTION ADA RAMP LOCATIONS ARE PRELIMINARY
GOVERNMENTS.
IN THE DESIGN DEVELOPMENT PHASE IN COORDINATION WITH THE LOCAL
GOVERNMENT. FINAL LOCATION OF MEDIAN OPENINGS WILL BE DETERMINED
3. MEDIAN OPENINGS WERE DETERMINED IN COORDINATION WITH LOCAL
OCTOBER 12, 2016.
2. TRAFFIC VOLUMES AND METHODOLOGY APPROVED BY TP&P ON
ON AERIAL SURVEYS DATED JANUARY 21, 2013 AND RECORD PLANS.
1. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS ARE BASED
MOVEABLE BARRIER
ITS STRUCTURES
PR TOLL GANTRY
PR COSS SIGN STRUCT
PR OSB SIGN STRUCT
PED RAIL
COMB RAIL TY C221
DS ANCHOR TERM (DAT)
SINGL GR TERM (SGT)
MBGF TRANS (TL-2)
MBGF TRANS (TL-3)
MBGF
ATTENUATOR
PORTABLE BARRIER
BARRIER GATE
SSCB
SSTR ON TOP WALL
SSTR ON PAVEMENT
LANDSCAPE PAVERS
VERTICAL SCALE:
HORIZONTAL SCALE:
TEXAS DEPARTMENT OF TRANSPORTATION
DALLAS DISTRICT
R
MOHAMED BUR, P.E., DISTRICT ENGINEER
200 10
0 200100
2374-01-180 & 2374-02-144: CONSTRUCT NOISE WALLS
2374-02-053: WEST OF THE KCS RR TO IH 30
2374-01-137: MILLER ROAD TO WEST OF THE KCS RR
2374-01-183: EAST OF US 75 TO MILLER ROAD
CSJ LIMITS:
DALLAS COUNTY, TEXAS
FROM EAST OF US 75 TO SOUTH OF IH 30
IH 635 LBJ EAST PROJECT
TXDOT DESIGN SCHEMATIC
Dallas, Texas 7524013355 Noel Road, Suite 400AECOM Technical Services, Inc.- F-3580
C 2019 by Texas Department of Transportation all rights reserved
TITLE
VERTICAL SCALE:
HORIZONTAL SCALE:
TEXAS DEPARTMENT OF TRANSPORTATION
DALLAS DISTRICT
R
MOHAMED BUR, P.E., DISTRICT ENGINEER
200 10
0 200100
2374-01-180 & 2374-02-144: CONSTRUCT NOISE WALLS
2374-02-053: WEST OF THE KCS RR TO IH 30
2374-01-137: MILLER ROAD TO WEST OF THE KCS RR
2374-01-183: EAST OF US 75 TO MILLER ROAD
CSJ LIMITS:
DALLAS COUNTY, TEXAS
FROM EAST OF US 75 TO SOUTH OF IH 30
IH 635 LBJ EAST PROJECT
TXDOT DESIGN SCHEMATIC
Dallas, Texas 7524013355 Noel Road, Suite 400AECOM Technical Services, Inc.- F-3580
C 2019 by Texas Department of Transportation all rights reserved
TITLE
\\aeco
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E-
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SC
HE
M01.dgn
3/12/2019
8:03:33
PM
\\aeco
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w05ics01\i
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work_dir\6492\222350_39\635
E-
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SC
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8:03:33
PM
N.T.S.
LOCATION MAP
N.T.S.
TEXAS COUNTY MAP
PRELIMINARY
SUBJECT TO CHANGE AND MUST NOT BE CONSTRUED AS FINAL.
THE PLAN INFORMATION OR OTHER DATA SHOWN HEREIN IS
THIS PRINT IS FURNISHED FOR INFORMATION ONLY.
TXDOT DALLAS DISTRICT
DALLAS COUNTY, TEXAS
N.T.S.
LOCATION MAP
N.T.S.
TEXAS COUNTY MAP
PRELIMINARY
SUBJECT TO CHANGE AND MUST NOT BE CONSTRUED AS FINAL.
THE PLAN INFORMATION OR OTHER DATA SHOWN HEREIN IS
THIS PRINT IS FURNISHED FOR INFORMATION ONLY.
TXDOT DALLAS DISTRICT
DALLAS COUNTY, TEXAS
IH 30
E. OF US 75
TO S. OF IH 30
W. OF GUS THOMASSON RD
TO E. OF GALLOWAY AVE
AVERAGE
60 MPH
40 MPH
60 MPH
11.2 MILES 2.1 MILES
15 MPH
40 MPHFRONTAGE ROADS/BYPASSES:
40 MPH
40 MPH
30 MPH
CROSS STREETS:
RAMPS:
DIRECT CONNECTORS:
MANAGED LANES:
12 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)
URBAN INTERSTATE URBAN INTERSTATE
LOCAL ACCESS ROADS:
U-TURNS:
GENERAL PURPOSE LANES:
FRONTAGE ROADS CONNECTORS:
20 MPH
IH 30
E. OF US 75
TO S. OF IH 30
W. OF GUS THOMASSON RD
TO E. OF GALLOWAY AVE
AVERAGE
60 MPH
40 MPH
60 MPH
11.2 MILES 2.1 MILES
15 MPH
40 MPHFRONTAGE ROADS/BYPASSES:
40 MPH
40 MPH
30 MPH
CROSS STREETS:
RAMPS:
DIRECT CONNECTORS:
MANAGED LANES:
12 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)
URBAN INTERSTATE URBAN INTERSTATE
LOCAL ACCESS ROADS:
U-TURNS:
GENERAL PURPOSE LANES:
FRONTAGE ROADS CONNECTORS:
20 MPH
CONCEPT PLANS
ROLL OF 24
MARCH 14, 2019
ROLL OF 24
MARCH 14, 2019
CONCEPT PLANS
BEGIN CSJ: 2374-01-180
BEGIN CSJ: 2374-01-183
BEGIN IH 635 PROJECT
END CSJ: 2374-01-171
END SKILLMAN PROJECT
BEGIN CSJ: 2374-01-171
BEGIN SKILLMAN PROJECT
BEGIN CSJ: 2374-01-137
END CSJ: 2374-01-183
BEGIN CSJ: 2374-02-144
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-180
END CSJ: 2374-01-137
END IH 30 IMPROVEMENTS
BEGIN IH 30 IMPROVEMENTS
END CSJ: 2374-02-144
END CSJ: 2374-02-053
END IH 635 PROJECT
GR
EE
NVIL
LE
AV
E
SKIL
LMA
N ST ROYAL LN/MILLER RD
GA
RLA
ND
AV
E
CENTERVIL
LE RD
LA PRA
DA
DR
TOWN EAST BLVD
BEGIN CSJ: 2374-01-180
BEGIN CSJ: 2374-01-183
BEGIN IH 635 PROJECT
END CSJ: 2374-01-171
END SKILLMAN PROJECT
BEGIN CSJ: 2374-01-171
BEGIN SKILLMAN PROJECT
BEGIN CSJ: 2374-01-137
END CSJ: 2374-01-183
BEGIN CSJ: 2374-02-144
BEGIN CSJ: 2374-02-053
END CSJ: 2374-01-180
END CSJ: 2374-01-137
END IH 30 IMPROVEMENTS
BEGIN IH 30 IMPROVEMENTS
END CSJ: 2374-02-144
END CSJ: 2374-02-053
END IH 635 PROJECT
GR
EE
NVIL
LE
AV
E
SKIL
LMA
N ST ROYAL LN/MILLER RD
GA
RLA
ND
AV
E
CENTERVIL
LE RD
LA PRA
DA
DR
TOWN EAST BLVD
520
530
540
550
560
570
580
590
600
610
520
530
540
550
560
570
580
590
600
610
620
520
530
540
550
560
570
580
590
600
610
520
530
540
550
560
570
580
590
600
610
620
[
PI
H635
ST
A 545
+00
MA
TC
H
LI
NE
SH
EE
T 2
MA
TC
H
LI
NE
SH
EE
T 2
ST
A 545
+00
1 1
SUPERELEVATION SIGN CONVENTION
CL
BL
BL
(+)(+)
(-) (-)
(+)
(-)
(+)
(-)
(ALL ROADWAYS LOOKING UPSTATION)
LEFTOFF CENTERBASELINES
RIGHTOFF CENTERBASELINES
& CROSS STREETSMANAGED LANES
SEGMENT 1
SUPER ELEVATION TABLE
pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\04104574-IH635 - LBJ East\400-Technical\401 Discipline Calculations\Roadway\02 Schematic Validation and Refinements\Refinement Tables for Submittal\IH635E Seg1 Superelevation Table.xlsx
EXCEL PASTED AS A PICTURE WITH A SCALE: 1600
pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\04104574-IH635 - LBJ East\900-CAD GIS\910_CAD\06_GEOPAK-INROADS\Curve Data Tables\IH635E Seg 1 Curve Data Table.xlsx
EXCEL LOCATIONS:
MEASUREMENTS
TURN BAY LENGTH
CURVE DATA SEGMENT 1OPTIMIZATIONS SEGMENT 1
PR
OP
PE
B635
GP
PG
LP
RO
P
PI
H635
ML
PG
L
EXI
ST
EL.
PR
OP
PW
B635
GP
PG
LP
RO
P
PE
B635
GP
PG
L
NOTE: LIGHT BLUE TEXT ON CURVE DATA TABLES INDICATE REVISED DATA.
PROPOSED IH 635 MAINLANES (60 MPH)
R11
R10
R02
R01
R06
R04
R13
R05
R03
R07
R08
R09
ROADWAY PLAN & PROFILE-VOL 1.C.01 ROADWAY PLAN & PROFILE-VOL 1.C.01
NUMBER.
FRONTAGE ROADS, UNLESS INDICATED BY A TURN BAY ID
LANE LENGTHS DO NOT INCLUDE THE AREA BETWEEN
LINE PROJECTION OF THE INTERSECTING ROAD. STORAGE
LENGTH IS MEASURED FROM BEGINNING OF TAPER TO CURB
OF TAPER TO END OF MEDIAN NOSE. TOTAL RIGHT TURN BAY
TOTAL LEFT TURN BAY LENGTH IS MEASURED FROM BEGINNING
NOTE:
PROPOSED PAVEMENT STRUCTURE TABLE
LIST OF OPTIMIZATIONS
NUMBER ALIGNMENT LIMITS DESCRIPTION AND BENEFITS
TYPE FROM TO
GREENVILLE AVENUE REVISED TO A 3 SPAN BRIDGE
R01 PIH635 PLAN 490+00 521+00
ELIMINATES STEEL SPAN ON GREENVILLE.
PLACEMENT BETWEEN MANAGED LANES AND GENERAL PURPOSE LANES.
REVISED ALIGNMENT TO ACCOMMODATE REVISED GREENVILLE BRIDGE BENT
R02 PEB635GP PLAN 496+50 521+00
GREENVILLE.
PLACEMENT BETWEEN EBGP AND EBML. ELIMINATES STEEL SPAN ON
REVISED ALIGNMENT TO ACCOMMODATE REVISED GREENVILLE BRIDGE BENT
R03 PEB635FR PLAN 500+50 505+00
GREENVILLE.
PLACEMENT BETWEEN EBGP AND EBFR. ELIMINATES STEEL SPAN ON
REVISED ALIGNMENT TO ACCOMMODATE REVISED GREENVILLE BRIDGE BENT
R04 PWB635GP PLAN 494+00 516+00
GREENVILLE.
PLACEMENT BETWEEN WBGP AND WBML. ELIMINATES STEEL SPAN ON
REVISED ALIGNMENT TO ACCOMMODATE REVISED GREENVILLE BRIDGE BENT
R05 PMRWX75 PLAN 38+00 46+50
BRIDGE 02 LENGTH. ELIMINATES BRIDGE 02 STEEL SPAN.
BETWEEN WBGP AND WBFR. ELIMINATES STEEL SPAN ON GREENVILLE. REDUCE
REVISED ALIGNMENT TO ACCOMMODATE REVISED GREENVILLE BRIDGE ABUTMENT
R06 MRWESKL PLAN BEGIN END
GREENVILLE.
PLACEMENT BETWEEN WBGP AND RAMP. ELIMINATES STEEL SPAN ON
REVISED ALIGNMENT TO ACCOMMODATE REVISED GREENVILLE BRIDGE BENT
R07 MREXSKL PLAN BEGIN END
GREENVILLE.
PLACEMENT BETWEEN EBGP AND RAMP. ELIMINATES STEEL SPAN ON
REVISED ALIGNMENT TO ACCOMMODATE REVISED GREENVILLE BRIDGE BENT
GREENVILLE WISHBONE OPTIMIZATION
R08 PMREE75 PLAN BEGIN 39+00
OPTIMIZED RETAINING WALL HEIGHTS.
OPTIMIZED BRIDGE 01 LENGTH, ELIMINATED STEEL SPAN CROSSINGS,
REVISED ALIGNMENT TO OPTIMIZE STRUCTURAL WIDENING AT BRIDGE TIE-IN,
R09 PMRWX75 PLAN BEGIN 27+00
ELIMINATED STEEL SPAN CROSSINGS, OPTIMIZED RETAINING WALL HEIGHTS.
STRUCTURAL WIDENING AT BRIDGE TIE-IN, OPTIMIZED BRIDGE 02 LENGTH,
REVISED ALIGNMENT AND SHIFTED CROSSING OVER WBGPL. OPTIMIZED
REVISED RAMPS FOR FLATTER GRADES
R10 PREEGRN PLAN BEGIN END REVISED THE HORIZONTAL ALIGNMENT TO USE FLATTER GRADES ON PROFILE.
OPTIMIZE RETAINING WALL
R11 PIH635 PROF 539+00 549+75PURPOSE LANES AND THE FRONTAGE ROAD.
RAISED PROFILE TO REDUCE THE WALL HEIGHT BETWEEN THE GENERAL
R12 PWB635GP PROF BEGIN 511+00IMPACT TO EXISTING WALL BETWEEN PDW635N75 AND WBGP.
RAISED PROFILE TO OPTIMIZE THE WALLS. OPTIMIZED EARTHWORK AND
OPTIMIZE U-TURN FOR WB-62 TRUCK MOVEMENT
R13BRIDGES
MAJOR CROSS STREETSPLAN - -
OPTIMIZE BRIDGE DECK AREA.
REVISED U-TURN ALIGNMENT TO OPTIMIZE WB-62 TRUCK MOVEMENTS.
R08
R08
R08
R09
R09
R12
R13
R13