SEE SKILLMAN MODEL FOR SHT 2A

BASKETBALL COURT

Pool

Pool

Pool

TT

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

TT

T

T

T

s

s

s

s

ss

s

ss

s

s

s

TT

TD

TD

TD

TD

TD

TD

TD

TD

TO

LL

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


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



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






STRUCTURE

PROPOSED SIGN


STRUCTURE

PROPOSED SIGN


STRUCTURE

PROPOSED SIGN

STRUCTURE

PROPOSED SIGN


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:


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

mp

w05ics01\i

CS_pdf_

work_dir\6492\222350_39\635

E-

RD

WY-

SC

HE

M01.dgn

3/12/2019

8:03:33

PM

\\aeco

mp

w05ics01\i

CS_pdf_

work_dir\6492\222350_39\635

E-

RD

WY-

SC

HE

M01.dgn

3/12/2019

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


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


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


R03 PEB635FR PLAN 500+50 505+00

GREENVILLE.

PLACEMENT BETWEEN EBGP AND EBFR. ELIMINATES STEEL SPAN ON


R04 PWB635GP PLAN 494+00 516+00

GREENVILLE.

PLACEMENT BETWEEN WBGP AND WBML. ELIMINATES STEEL SPAN ON


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


R07 MREXSKL PLAN BEGIN END

GREENVILLE.

PLACEMENT BETWEEN EBGP AND RAMP. ELIMINATES STEEL SPAN ON


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