80
L OUDOUN C OUN T Y , V I R GI N I A T OW N OF H I LL S B OR O NA 11/26/18 1' X80 T R A FF I C C A L MI NG C HA R LE S T O W N P I K E ( R TE . 9 ) www.volkert.com 703.642.8100 (office) Springfield, VA 22150 Suite 540 6225 Brandon Avenue $ DA TE$ $ TI ME$ $ FI LES $ CROSS SECTIONS DESCRIPTION SHEET NO. STATIONS CROSS SECTION INDEX X1 X2 - X54 X55 - X57 300+00 TO 302+50 X58 - X60 X61 - X62 200+75 TO 202+25 ROUTE 9 EAST ROUNDABOUT HILLSBORO NORTH X63 - X68 100+00 TO 104+75 GAVER MILL RD. OLD RTE. 719 HILLSBORO SOUTH 10+00 TO 12+75 100+00 TO 137+25 10+00 TO 11+25 X1 NA C R O S S S E C T I ON S H EET I ND E X X69 - X70 NA X71 - X75 X76 - X79 STONY POINT RD. WEST ROUNDABOUT 300+00 TO 303+00 100+00 TO 103+50 201+00 TO 201+50 X80 HIGHWATER RD.

CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

  • Upload
    others

  • View
    10

  • Download
    0

Embed Size (px)

Citation preview

Page 1: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

$D

AT

E$

$TIM

E$

$FIL

ES$

CROSS SECTIONS

DESCRIPTIONSHEET NO. STATIONS

CROSS SECTION INDEXX1

X2 - X54

X55 - X57

300+00 TO 302+50X58 - X60

X61 - X62 200+75 TO 202+25

ROUTE 9

EAST ROUNDABOUT

HILLSBORO NORTH

X63 - X68 100+00 TO 104+75

GAVER MILL RD.

OLD RTE. 719

HILLSBORO SOUTH

10+00 TO 12+75

100+00 TO 137+25

10+00 TO 11+25

X1

NA

CR

OSS S

ECTIO

N S

HEET I

NDE

X

X69 - X70

NA

X71 - X75

X76 - X79

STONY POINT RD.

WEST ROUNDABOUT 300+00 TO 303+00

100+00 TO 103+50

201+00 TO 201+50X80 HIGHWATER RD.

Page 2: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

R/W

EXIST

22.4

9' LT

R/W

EXIST

27.5

2'

RT

R/W

EXIST

22.9

6' LT

R/W

EXIST

27.0

5'

RT

R/W

EXIST

23.4

3' LT

R/W

EXIST

26.5

7'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

100+00.00

520 520

530 530

540 540

550 550

100+25.00

530 530

540 540

550 550

100+50.00

Station 100+00.00 To Station 100+50.00

RO

UTE 9

X2

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 3: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

R/W

EXIST

23.9

1' L

T

R/W

EXIST

26.10'

RT

R/W

EXIST

24.3

8' LT

R/W

26.6

3'

RT

534.3

0

2.000% 2.000% 2:12:1

RT

E. 9

534.0

8 11.16'

RT

534.2

4 13.7

4'

RT

534.2

8 15.7

4'

RT

534.0

7 11.3

2' LT

534.4

1 13.8

2' LT

534.4

5 15.8

2' LT

532.7

4 19.2

3' LT

532.9

1 18.4

8'

RT

EXIST

R/W

EXIST

24.8

5' LT

R/W

EXIST

29.5

3'

RT

534.2

6

2.000% 2.000% 2:1

RT

E. 9

532.5

8 20.3

5'

RT

534.2

2 17.0

7'

RT

534.18 15.0

7'

RT

534.0

1 12.4

9'

RT

534.0

1 12.3

7' LT

534.3

5 14.8

7' LT

534.4

5 20.2

4' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

100+75.00

530 530

540 540

550 550

101+00.00

530 530

540 540

550 550

101+25.00

Station 100+75.00 To Station 101+25.00

RO

UTE 9

X3

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 4: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

R/W

EXIST

25.3

3' LT

R/W

EXIST

32.4

4'

RT

34.8

9'

RT

534.2

3

2.000% 2.000%2:1

RT

E. 9

534.16 18.4

1' R

T

528.5

2 29.6

9'

RT

533.9

5 13.8

3'

RT

533.9

6 13.4

3' LT

534.2

9 15.9

3' LT

534.12 16.4

1' R

T

534.3

3 17.9

3' LT

533.2

5 21.18' LT

534.3

3 24.4

1' L

T

R/W

EXIST

35.3

4'

RT

36.2

7'

RT

R/W

EXIST

25.8

0' LT

534.10

2.000% 2.000%2:1

RT

E. 9

528.4

5 30.8

5'

RT

534.0

0 19.7

4'

RT

533.9

6 17.7

4'

RT

533.8

0 15.16'

RT

533.8

1 14.4

8' LT

534.14 16.9

8' LT

534.18 18.9

8' LT

533.0

0 21.35' LT

534.3

2 24.0

0' LT

R/W

EXIST

38.2

4'

RT

R/W

EXIST

26.2

7' LT

534.0

1

2.000% 2.000%2:1

RT

E. 9

528.3

9 32.0

8'

RT

533.8

9 21.08'

RT

533.8

5 19.0

8'

RT

533.6

8 16.4

9'

RT

533.7

0 15.5

3' LT

534.0

3 18.0

3' LT

534.0

7 20.0

3' LT

533.0

0 22.19' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

101+50.00

530 530

540 540

550 550

101+75.00

530 530

540 540

550 550

102+00.00

Station 101+50.00 To Station 102+00.00

RO

UTE 9

X4

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 5: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

EXIST

40.6

9'

RT

R/W

EXIST

27.0

9' LT

ESMT

TEMP

37.8

7' LT

R/W

40.6

9'

RT

R/W

EXIST

27.0

9' LT

ESMT

TEMP

37.8

7' LT

533.9

5

2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

E

2:1

RT

E. 9

533.7

7 20.11' R

T

528.4

3 32.8

5'

RT

533.8

1 22.11' R

T

533.6

0 17.5

2'

RT

533.6

2 16.7

0' LT

2:1

528.7

1 32.6

0'

RT

533.7

4 22.5

5'

RT

533.7

0 20.5

5'

RT

533.5

3 17.9

7'

RT

533.8

6 20.5

0' LT

533.5

3 18.0

0' LT

533.0

2 24.2

7' LT

533.9

0 22.5

0' LT

RT

E.9

533.8

9

2.000 %2.000 %

R/W

EXIST

28.9

5' LT

ESMT

TEMP

R/W

EXIST

41.96'

RT

31.81' L

T

2:12:1

533.7

2 22.5

8'

RT

528.4

9 33.0

3'

RT

533.6

8 20.5

8'

RT

533.5

1 18.0

0'

RT

533.8

1 3.0

0'

RT

534.3

1 2.5

0'

RT

534.3

1 2.5

0' LT

533.8

1 3.0

0' LT

533.5

1 18.0

0' LT

533.8

4 20.5

0' LT

533.8

8 22.5

0' LT

532.19 25.8

8' LT

RT

E.9

533.8

7

2.000 % 2.000 %

R/W

EXIST

31.50' LT

ESMT

TEMP

32.14' LT

R/W

EXIST

41.90'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

102+25.00

530 530

540 540

550 550

102+50.00

530 530

540 540

550 550

102+75.00

Station 102+25.00 To Station 102+75.00

RO

UTE 9

X5

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 6: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

2:1

533.9

2

RT

E. 9

528.17 33.7

7'

RT

533.7

7 22.5

8'

RT

533.7

3 20.5

8'

RT

533.5

6 18.0

0'

RT

533.8

6 3.0

0'

RT

534.3

6 2.5

0'

RT

534.3

6 2.5

0' LT

533.8

6 3.0

0' LT

533.5

6 18.0

0' LT

533.8

9 20.5

0' LT

533.9

3 22.5

0' LT

2.000 % 2.000 %

R/W

EXIST

35.4

3' LT

R/W

PROP

41.05'

RT

R/W

EXIST

38.2

2'

RT

532.0

0 26.3

7' LT

532.5

4 27.8

7' LT

ESMT

PERM

82.9

3'

RT

2:1

527.7

0 35.15'

RT

533.8

1 22.9

3'

RT

533.7

7 20.9

3'

RT

533.6

0 18.3

3'

RT

533.9

1 3.0

0'

RT

534.4

1 2.5

0'

RT

534.4

1 2.5

0' LT

533.9

1 3.0

0' LT

533.6

1 18.0

0' LT

533.9

4 20.5

0' LT

533.9

8 22.5

0' LT

RT

E.9

533.9

7

2.000 % 2.000 %

R/W

EXIST

40.7

7' LT

R/W

PROP

47.4

2'

RT

R/W

EXIST

33.3

1' R

T

531.88 26.7

2' LT

533.9

2 30.8

0' LT

2:1

526.6

7 40.9

2'

RT

533.8

0 26.6

6'

RT

533.7

6 24.6

6'

RT

533.5

9 22.0

8'

RT

533.9

7 3.0

0'

RT

534.4

7 2.5

0'

RT

534.4

7 2.5

0' LT

533.9

7 3.0

0' LT

533.6

6 18.6

4' LT

533.9

9 21.14' LT

534.0

3 23.14' LT

RT

E.9

534.0

3

2.000 %2.000 %

R/W

EXIST

47.6

0' LT

R/W

PROP

52.5

1' R

T

R/W

EXIST

27.10'

RT

531.75 27.7

0' LT

534.2

2 32.6

3' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

103+00.00

530 530

540 540

550 550

103+25.00

530 530

540 540

550 550

103+50.00

Station 103+00.00 To Station 103+50.00

RO

UTE 9

X6

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 7: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

R/W

EXIST

55.8

4' LT

R/W

PROP

56.4

9'

RT

R/W

EXIST

19.4

6'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

103+75.00Station 103+75.00 To Station 103+75

RO

UTE 9

X7

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 8: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

2:1535.19 34.5

2'

RT

535.11 30.5

2'

RT

534.7

8 28.0

2'

RT

535.14 10.0

9'

RT

535.6

4 9.5

9'

RT

535.7

8 2.6

0' LT

535.2

8 3.10' LT

534.8

5 24.5

6' LT

535.18 27.0

6' LT

535.3

0 32.8

8' LT

535.3

2 33.8

8' LT

535.4

5 34.14' LT

RT

E.9

535.3

4

2.000 %1.147 %2.000 %

R/W

EXIST

57.5

5' LT

R/W

PROP

79.4

3'

RT

R/W

EXIST

3.5

9'

RT

520.6

8 63.5

5'

RT

520.5

1 7

2.2

1' R

T

516.7

1 7

3.2

1' R

T

535.8

0 35.6

3'

RT

535.7

0 30.6

3'

RT

535.6

0 25.6

1' R

T

535.2

7 23.11' R

T

535.6

1 5.9

5'

RT

536.11 5.4

5'

RT

536.2

5 1.46'

RT

535.7

5 0.9

6'

RT

535.4

6 13.5

9' LT

535.7

9 16.0

9' LT

535.9

0 21.40' LT

535.9

2 23.4

0' LT

535.5

7 24.4

4' LT

RT

E.9

535.7

3

2.000 % 2.000 %

R/W

EXIST

48.14' LT

R/W

PROP

73.6

8'

RT

R/W

EXIST

9.18'

RT

521.30 64.6

3'

RT

519.9

1 65.6

3'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

105+25.00

520 520

530 530

540 540

550 550

105+50.00

Station 105+25.00 To Station 105+50.00

RO

UTE 9

X8

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 9: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

535.6

3 22.2

4' LT

536.2

1 20.5

0' LT

536.17 18.5

0' LT

536.0

7 13.5

0' LT

535.7

4 11.0

0' LT

536.0

1 2.7

1' R

T536.5

3 3.2

1' R

T536.3

6 4.5

0'

RT

535.8

6 5.0

0'

RT

535.5

1 22.2

6'

RT

535.8

5 24.7

6'

RT

535.9

5 29.7

6'

RT

536.0

5 34.7

6'

RT

523.0

0 60.8

5'

RTRT

E.9

535.9

6

2.000 %2.000 %

R/W

EXIST

38.4

0' LT

R/W

PROP

68.3

4'

RT

R/W

EXIST19.5

2'

RT

533.7

6 35.7

2'

RT

536.2

1 30.8

2'

RT

536.17 28.8

2'

RT

536.0

7 23.8

0'

RT

535.7

3 21.30'

RT

535.9

4 11.0

0' LT

536.2

7 13.5

0' LT

536.3

7 18.5

0' LT

536.4

1 20.5

0' LT

535.4

9 23.2

7' LT

RT

E.9

536.16

2.000 %2.000 %

R/W

EXIST

30.3

2' LT

R/W

PROP

45.0

2'

RT

R/W

EXIST

25.12'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

560 560

570 570

105+75.00

520 520

530 530

540 540

550 550

560 560

106+00.00

Station 105+75.00 To Station 106+00.00

RO

UTE 9

X9

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 10: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

536.4

8 28.7

9'

RT

534.6

5 32.4

4'

RT

536.4

4 26.7

9'

RT

536.3

4 21.75'

RT

536.0

0 19.2

5'

RT

536.17 11.0

0' LT

536.5

0 13.5

0' LT

536.6

0 18.5

0' LT

538.7

3 19.5

0' LT

537.5

9 19.5

0' LT

RT

E.9

536.3

9

2.000 %2.000 %

R/W

EXIST

26.18' LT

R/W

PROP

40.0

4'

RT

R/W

EXIST

28.16'

RT

535.2

0 28.8

4'

RT

536.7

9 25.6

5'

RT

536.7

5 23.6

5'

RT

536.6

5 18.5

8'

RT

536.3

2 16.0

8'

RT

536.4

2 11.0

0' LT

536.7

5 13.5

0' LT

536.8

5 18.5

0' LT

538.9

8 19.5

0' LT

538.5

7 19.5

0' LT

RT

E.9

536.6

4

2.000 %2.000 %

R/W

EXIST

25.6

5' LT

R/W

PROP

36.9

6'

RT

R/W

EXIST

31.52'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

500 500

510 510

520 520

530 530

540 540

550 550

560 560

106+25.00

520 520

530 530

540 540

550 550

560 560

106+50.00

Station 106+25.00 To Station 106+50.00

RO

UTE 9

X10

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 11: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

RT

E.9

536.9

2

536.6

5 13.4

0'

RT

536.7

0 11.0

0' LT

537.0

3 13.5

0' LT

537.13 18.5

0' LT

539.6

4 19.5

0' LT

SID

E

RO

AD

MA

TC

HLIN

E

2.000 %2.000 %

R/W

EXIST

27.3

5' LT

R/W

EXIST

33.2

3'

RT

ESMT

TEMP

55.14'

RT

536.2

6 23.11' R

T

537.4

7 20.7

1' R

T

537.4

3 18.7

1' R

T

537.3

2 13.5

4'

RT

536.9

9 11.0

4'

RT

536.9

9 11.0

0' LT

537.3

2 13.5

0' LT

537.4

2 18.5

0' LT

541.59 19.5

0' LT

540.3

9 19.5

0' LT

RT

E.9

537.2

1

2.000 %2.000 %

R/W

EXIST

24.4

8' LT

ESMT

TEMP

24.8

5' LT

R/W

EXIST

34.0

4'

RT

ESMT

TEMP

43.0

1' R

T

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

560 560

106+75.00

520 520

530 530

540 540

550 550

560 560

107+00.00

Station 106+75.00 To Station 107+00.00

RO

UTE 9

X11

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 12: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

536.5

9 30.4

4'

RT

538.0

6 27.5

0'

RT

538.0

2 25.5

0'

RT

537.9

0 19.5

0'

RT

537.4

0 19.0

0'

RT

537.3

0 11.0

0' LT

537.6

3 13.5

0' LT

537.7

2 17.9

3' LT

RT

E.9

537.5

2

2.000 %2.000 %

R/W

EXIST

17.9

6' LT

R/W

EXIST

34.7

6'

RT

ESMT

TEMP

39.2

1' R

T

537.0

6 30.0

0'

RT

538.3

0 27.5

0'

RT

538.2

6 25.5

0'

RT

538.14 19.5

0'

RT

537.6

4 19.0

0'

RT

537.6

4 11.0

0' LT

537.9

7 13.5

0' LT

538.0

5 17.5

9' LT

RT

E.9

537.8

6

2.000 %2.000 %R/W

EXIST

17.8

7' LT

R/W

EXIST

31.59'

RT

ESMT

TEMP

37.7

3'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

560 560

107+25.00

520 520

530 530

540 540

550 550

107+50.00

Station 107+25.00 To Station 107+50.00

RO

UTE 9

X12

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 13: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

538.2

2

2.000% 2.000%

R/W

EXIST

17.7

8' LT

R/W

EXIST

28.0

7'

RT

ESMT

TEMP

36.4

8'

RT

RT

E. 9

538.3

3 13.5

0' LT

538.0

0 10.9

9' LT

538.0

0 11.0

0'

RT

537.9

7 14.0

0'

RT

537.9

1 19.0

0'

RT

538.4

1 19.5

0'

RT

538.5

3 25.5

0'

RT

538.5

7 27.5

0'

RT

537.2

1 30.2

2'

RT

538.4

2 17.6

1' L

T

538.0

3 9.5

0' LT

538.0

3 9.5

0'

RT

538.5

8

538.6

9 13.5

0' LT

538.3

6 11.0

0' LT

2.000% 2.000%

538.7

7 17.6

8' LT

R/W

EXIST

17.6

9' LT

R/W

EXIST

27.2

3'

RT

RT

E. 9

538.3

6 11.0

0'

RT

538.2

9 14.0

0'

RT

538.6

8 19.5

0'

RT

538.18 19.0

0'

RT

538.8

0 25.5

0'

RT

534.3

9 26.6

7'

RT

538.3

9 9.5

0' LT

538.3

9 9.3

0'

RT

ESMT

PERM

36.5

0'

RT

36.6

2'

LT

72.7

4'

LT

Buildin

g Face

Buildin

g Face

553.40

FF Elev

538.8

3

538.9

4 13.5

0' LT

538.6

1 11.0

0' LT

2.000% 2.000%

539.0

3 17.7

5' LT

36.6

2'

LT

72.7

4'

LT

Buildin

g Face

Buildin

g Face

553.40

FF Elev

R/W

EXIST

17.6

0' LT

R/W

EXIST

26.6

9'

RT

ESMT

TEMP

34.8

3'

RT

RT

E. 9

538.2

2 29.0

4'

RT

538.9

5 25.5

0'

RT

538.9

9 27.5

0'

RT

538.8

3 19.5

0'

RT

538.3

3 19.0

0'

RT

538.6

1 11.0

0'

RT

538.5

0 14.0

0'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

560 560

570 570

107+75.00

520 520

530 530

540 540

550 550

108+00.00

520 520

530 530

540 540

550 550

560 560

108+25.00

Station 107+75.00 To Station 108+25.00

RO

UTE 9

X13

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 14: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

30.2

0'

LT

38.5

1' L

T74.0

6'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

553.34

FF Elev

538.8

8

538.9

9 13.5

0' LT

538.6

6 11.0

0' LT

2.000% 2.000%

539.0

8 17.9

4' LT

30.2

0'

LT

38.5

1' L

T74.0

6'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

553.34

FF Elev

R/W

EXIST

17.5

1' L

T

R/W

EXIST

28.3

9'

RT

ESMT

TEMP

36.3

0'

RT

RT

E. 9

537.6

8 30.0

3'

RT

538.9

5 27.5

0'

RT

538.9

1 25.5

0'

RT

538.7

9 19.5

0'

RT

538.3

9 19.0

0'

RT

538.6

6 11.0

0'

RT

539.0

8 17.9

4' LT

39.7

1' L

T

75.3

7'

LT

28.8

4'

RT

51.19'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

553.40

FF Elev

538.70

FF Elev

538.7

3

538.8

4 13.5

0' LT

538.5

1 11.0

0' LT

2.000% 2.000%

538.6

0 18.5

1' R

T538.10 18.0

1' R

T

538.6

9 28.8

4'

RT

538.9

5 19.0

0' LT

39.7

1' L

T

75.3

7'

LT

28.8

4'

RT

51.19'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

553.40

FF Elev

538.70

FF ElevR/W

EXIST

18.8

6' LT

R/W

EXIST

30.3

4'

RT

R/W

EXIST

82.7

3'

RTR

TE. 9

538.5

1 11.0

0'

RT

538.3

3 14.0

0'

RT

538.5

4 9.5

0' LT

538.5

7 8.0

3'

RT

99.7

2'

RT

Buildin

g Face

538.3

8

538.6

6 11.5

0' LT

538.16 11.0

0' LT

2.000% 2.000%

538.6

6 11.5

0'

RT

538.16 11.0

0'

RT

538.9

2 24.6

7'

RT

538.8

3 20.19' LT

538.9

4 26.6

7'

RT

537.9

2 29.7

2'

RT

99.7

2'

RT

Buildin

g Face

R/W

EXIST

20.3

8' LT

R/W

EXIST

32.3

0'

RT

R/W

EXIST

61.84'

RT

ESMT

TEMP

34.7

2'

RT

RT

E. 9

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

560 560

108+50.00

520 520

530 530

540 540

550 550

560 560

108+75.00

520 520

530 530

540 540

550 550

109+00.00

Station 108+50.00 To Station 109+00.00

RO

UTE 9

X14

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 15: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

96.3

8'

RT

Buildin

g Face

537.8

7

537.9

8 13.5

0' LT

537.6

5 11.0

0' LT

2.000% 2.000%

537.9

8 13.5

0'

RT

537.6

5 11.0

0'

RT

538.2

0 24.5

0'

RT

538.2

4 26.5

0'

RT

537.3

4 29.2

1' R

T

538.15 21.86' LT

96.3

8'

RT

Buildin

g Face

R/W

EXIST

21.91' L

T

R/W

EXIST

34.2

6'

RT

R/W

EXIST

46.11' R

T

R/W

EXIST

81.28'

RT

ESMT

TEMP

81.97'

RT

RT

E. 9

537.3

5

537.4

6 13.5

0' LT

537.13 11.0

0' LT

2.000% 2.000%

537.13 11.19'

RT

537.13 11.19'

RT

537.6

8 24.5

0'

RT

537.7

0 25.5

0'

RT

537.19 26.5

2'

RT

537.4

6 13.6

9'

RT

537.6

6 23.2

6' LT

R/W

EXIST

23.3

4' LT

R/W

EXIST

30.5

8'

RT

R/W

EXIST

31.75'

RT

R/W

EXIST

65.9

8'

RT

ESMT

TEMP

74.3

0'

RTRT

E. 9

536.8

3

2.000% 2.000% 2.000% 536.5

4 14.7

2'

RT

SID

E

RO

AD

MA

TC

HLIN

E

R/W

EXIST

24.16' LT

R/W

EXIST

51.76'

RT

ESMT

TEMP

54.4

6'

RT

RT

E. 9

537.13 19.5

0' LT

536.6

3 19.0

0' LT

537.2

2 24.0

6' LT

536.6

1 11.0

0' LT

536.5

3 14.0

0' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

109+25.00

520 520

530 530

540 540

550 550

109+50.00

520 520

530 530

540 540

550 550

109+75.00

Station 109+25.00 To Station 109+75.00

RO

UTE 9

X15

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 16: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

70.3

9'

RT

78.2

0'

RT

Buildin

g Face

Buildin

g Face

536.3

1

536.0

9 11.0

0' LT

2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

E

535.9

2 19.7

7'

RT

536.2

9 24.2

7'

RT

536.2

5 22.2

7'

RT

535.4

7 26.7

2'

RT

70.3

9'

RT

78.2

0'

RT

Buildin

g Face

Buildin

g Face

R/W

EXIST

24.3

2' LT

R/W

EXIST

36.2

9'

RT

ESMT

TEMP

43.6

6'

RT

RT

E. 9

55.9

1' L

T

TEMP

ESMTESMT

50.9

1' L

T

PERM

44.4

9'

RT

68.4

3'

RT

Buildin

g Face

Buildin

g Face

536.40

FF Elev

535.9

3

2.000% 2.000%

535.5

5 18.6

6'

RT

536.2

1 41.29'

RT

44.4

9'

RT

68.4

3'

RT

Buildin

g Face

Buildin

g Face

536.40

FF Elev

R/W

EXIST

23.8

4' LT

R/W

EXIST

22.2

2'

RT

ESMT

TEMP

44.4

9'

RT

RT

E. 9

2.89 %

535.7

1 11.0

0' LT

535.6

2 14.0

0' LT

535.5

4 13.0

0' LT

535.7

2 19.0

0' LT

536.2

2 19.5

0' LT

536.3

0 23.4

9' LT

41.26'

LT

82.6

5'

LT

87.17'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

546.80

FF Elev

536.40

FF Elev

535.7

4

535.9

6 13.5

0' LT

535.6

3 11.0

0' LT

535.5

0 21.50'

RT

535.16 19.0

0'

RT

536.3

3 22.3

7' LT

41.26'

LT

82.6

5'

LT

28.6

7'

RT

87.17'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

546.80

FF Elev

536.40

FF Elev

R/W

EXIST

22.6

9' LT

R/W

PROP

28.6

7'

RT

R/W

EXIST

20.9

9'

RT

RT

E. 9

1.000%

535.6

2 27.6

7'

RT

2.000 % 4.470 %

535.5

2 11.0

0'

RT

2.00 %

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

560 560

110+00.00

520 520

530 530

540 540

550 550

560 560

110+25.00

520 520

530 530

540 540

550 550

560 560

110+50.00

Station 110+00.00 To Station 110+50.00

RO

UTE 9

X16

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 17: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

27.4

8'

RT

63.9

7'

RT

Buildin

g Face

Buildin

g Face

536.10

FF Elev

535.7

3

535.6

2 11.0

0' LT

535.9

5 13.5

0' LT

536.4

9 21.47' LT

27.4

8'

RT

63.9

7'

RT

Buildin

g Face

Buildin

g Face

536.10

FF Elev

R/W

EXIST

21.65' LT

R/W

PROP

27.4

8'

RT

R/W

EXIST

20.5

9'

RT

RT

E. 9

1.000% 2.000 % 5.000 % 2.000 %

535.5

1 11.0

0'

RT

535.11 19.0

0'

RT

535.4

4 21.50'

RT

535.5

4 26.4

8'

RT

26.8

6'

RT

63.18'

RT

Buildin

g Face

Buildin

g Face

536.10

FF Elev

535.7

6

SID

E

RO

AD

MA

TC

HLIN

E

535.6

5 11.0

0' LT

26.8

6'

RT

63.18'

RT

Buildin

g Face

Buildin

g Face

536.10

FF Elev

R/W

EXIST

21.90' LT

R/W

PROP

26.8

6'

RT

R/W

EXIST

20.4

7'

RT

RT

E. 9

1.000% 2.000 % 2.000 %4.000 %

535.5

4 11.0

0'

RT

535.2

2 19.0

0'

RT

535.5

5 21.50'

RT

535.6

4 25.8

6'

RT

ESMT

PERM

28.6

9' LT

535.8

8

2.000%

SID

E

RO

AD

MA

TC

HLIN

E

535.4

9 19.6

4'

RT

535.7

7 11.0

0' LT

536.7

5 47.4

7'

RT

R/W

PROP

21.50' LT

R/W

EXIST

21.04' LT

ESMT

TEMP

38.0

5' LT

R/W

EXIST

20.6

6'

RT

ESMT

TEMP

52.4

7'

RT

RT

E. 9

1.000% 4.53 %

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

110+65.21

520 520

530 530

540 540

550 550

560 560

110+75.00

530 530

540 540

550 550

111+00.00

Station 110+65.21 To Station 111+00.00

RO

UTE 9

X17

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 18: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

536.0

1

2.000%

535.5

8 21.31' R

T

537.0

8 48.5

9'

RT

535.9

0 11.0

0' LT

536.2

3 13.5

0' LT

R/W

EXIST

20.3

2' LT

R/W

EXIST

21.57'

RT

ESMT

TEMP

53.6

2'

RT

RT

E. 9

1.000%

536.8

5 18.16' LT

5.48 %

ESMT

ELEC

48.6

1' R

T

29.4

7'

LT

35.3

9'

LT

71.19'

LT

25.5

1' R

T

70.6

4'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

546.80

FF Elev

536.59

FF Elev

536.13

2.000%

536.2

3 14.0

8'

RT

535.9

0 11.5

8'

RT

536.4

6 25.4

3'

RT

536.0

2 11.0

0' LT

536.3

5 13.5

0' LT

29.4

7'

LT

35.3

9'

LT

71.19'

LT

25.5

1' R

T

70.6

4'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

546.80

FF Elev

536.59

FF Elev

R/W

EXIST

19.7

0' LT

R/W

PROP

25.4

3'

RT

R/W

EXIST

22.2

9'

RT

RT

E. 9

1.000%

536.9

9 17.5

4' LT

536.5

9 25.5

1' R

T

43.7

7'

LT

60.19'

LT

26.7

0'

RT

40.4

4'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

536.59

FF Elev

536.17

2.000%

536.2

8 13.5

0'

RT

535.9

5 11.0

0'

RT

536.5

5 26.7

0'

RT

536.6

4 17.3

7' LT

536.3

9 13.5

0' LT

536.0

6 11.0

0' LT

43.7

7'

LT

60.19'

LT

26.7

0'

RT

40.4

4'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

536.59

FF Elev

R/W

PROP

19.8

5' LT

R/W

EXIST

16.9

8' LT

R/W

PROP

26.7

0'

RT

R/W

EXIST

23.6

1' R

T

RT

E. 9

1.000%

536.5

8 26.7

0'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

560 560

111+25.00

530 530

540 540

550 550

111+50.00

530 530

540 540

550 550

111+75.00

Station 111+25.00 To Station 111+75.00

RO

UTE 9

X18

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 19: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

20.3

8'

LT

28.6

1' L

T

60.6

7'

LT

28.19'

RT

59.0

3'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

539.40

FF Elev

537.30

FF Elev536.14

536.2

5 13.5

0' LT

535.9

2 11.0

0' LT

2.000% 2.000% 535.9

2 11.0

0'

RT

535.9

2 11.0

0'

RT

536.2

7 28.11' R

T

536.3

7 17.5

6' LT

20.3

8'

LT

28.6

1' L

T

60.6

7'

LT

28.19'

RT

59.0

3'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

539.40

FF Elev

537.30

FF Elev

R/W

PROP

20.3

8' LT

R/W

EXIST

17.3

0' LT

R/W

EXIST

24.3

2'

RT

ESMT

TEMP

28.19'

RT

RT

E. 9

3.00 %

20.6

0'

LT

21.53'

LT

28.8

2'

LT

60.8

7'

LT

28.6

7'

RT

49.9

0'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

539.40

FF Elev

537.30

FF Elev

536.10

536.2

1 13.5

0' LT

535.8

8 11.0

0' LT

2.000% 2.000%

535.8

8 11.0

0'

RT

535.8

8 11.0

0'

RT

536.2

1 13.5

0'

RT

536.4

2 23.8

2'

RT

20.6

0'

LT

21.53'

LT

28.8

2'

LT

60.8

7'

LT

28.6

7'

RT

49.9

0'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

539.40

FF Elev

537.30

FF Elev

R/W

PROP

20.6

0' LT

R/W

EXIST

17.3

8' LT

R/W

EXIST

24.9

0'

RT

ESMT

TEMP

28.6

6'

RT

RT

E. 9

536.2

9 17.3

3' LT

536.4

0 22.8

2'

RT

536.2

5 24.3

3'

RT

24.3

7'

RT

30.15'

RT

75.5

7'

RT

Buildin

g Face

Buildin

g Face

37.30

FF Elev

536.0

7

2.000% 2.000%

24.3

7'

RT

30.15'

RT

75.5

7'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

37.30

FF Elev

PROP

R/W

EXIST

19.12' LT

ESMT

TEMP

25.5

0' LT

R/W

EXIST

26.10'

RT

RT

E. 9

536.3

6 19.5

0' LT

535.8

6 19.0

0' LT

535.8

5 11.0

0' LT

535.7

6 14.0

0' LT

2.00 %

535.8

5 11.0

0'

RT

536.18 13.5

0'

RT

536.4

0 24.3

7'

RT

R/W

24.7

5' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

560 560

111+89.96

530 530

540 540

550 550

560 560

112+00.00

530 530

540 540

550 550

112+16.71

Station 111+89.96 To Station 112+16.71

RO

UTE 9

X19

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 20: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

31.04'

RT

76.5

5'

RT

Buildin

g Face

Buildin

g Face

537.30

FF Elev

536.0

9

-2.00%+2.00%

18.6

4' LT

31.04'

RT

76.5

5'

RT

Buildin

g Face

Buildin

g Face

537.30

FF Elev

R/W

PROP

24.7

5' LT

R/W

EXIST

ESMT

TEMP

25.5

0' LT

R/W

EXIST

RT

E. 9

535.7

9 14.0

0' LT

535.8

7 11.0

0' LT

2.00 %

536.4

6 26.2

9'

RT

536.4

4 25.2

9'

RT

535.18 30.12'

RT

536.2

1 13.5

0'

RT

535.8

7 11.0

0'

RT

535.8

9 19.0

0' LT

536.4

7 23.5

0' LT

536.3

9 19.5

0' LT

2.000% 2.000%

RT

E. 9

536.2

1

536.5

1 19.5

0' LT

535.9

1 14.0

0' LT

535.9

9 11.0

0' LT

534.0

2 27.6

7'

RT

533.9

3 32.3

0'

RT

2.00 % 5.00 %

535.9

9 11.0

0'

RT

535.8

4 14.0

0'

RT

535.5

9 19.0

0'

RT

536.0

9 19.5

0'

RT

536.14 23.5

0'

RT

536.14 24.6

7'

RT

536.0

1 19.0

0' LT

536.5

9 23.5

0' LT

537.9

6 24.5

0' LT

538.9

6 24.5

0' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

112+25.00

Station 112+25.00 To Station 112+35.05

112+35.05

RO

UTE 9

530

540

550

530

540

550

X20

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 21: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

21.86'

LT

28.4

5'

LT7

4.9

2'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face540.30

FF Elev

536.3

2

536.4

3 13.5

0' LT

536.10 11.0

0' LT

2.000%

21.86' LT

21.86' LT

533.8

3 28.0

9'

RT

21.86'

LT

28.4

5'

LT7

4.9

2'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face540.30

FF Elev

R/W

PROP

17.5

0' LT

R/W

EXIST

16.7

3' LT

R/W

EXIST

29.4

4'

RT

ESMT

ELEC

41.29'

RT

RT

E. 9

533.7

6 24.6

6'

RT

2.00 % 5.00 %

538.6

2 24.6

7'

RT

538.6

2 23.5

0'

RT

536.2

0 19.5

0'

RT

535.7

0 19.0

0'

RT

535.9

5 14.0

0'

RT

536.10 11.0

0'

RT

ESMT

PERM

45.5

9'

RT

21.86'

LT

28.4

5'

LT7

4.9

2'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face540.30

FF Elev

536.3

2

536.4

3 13.5

0' LT

536.10 11.0

0' LT

2.000%

21.86' LT

21.86' LT

533.8

3 28.0

9'

RT

21.86'

LT

28.4

5'

LT7

4.9

2'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face540.30

FF Elev

R/W

PROP

17.5

0' LT

R/W

EXIST

16.7

3' LT

R/W

EXIST

29.4

4'

RT

ESMT

ELEC

41.29'

RT

RT

E. 9

533.7

6 24.6

6'

RT

2.00 % 5.00 %

538.6

2 24.6

7'

RT

538.6

2 23.5

0'

RT

536.2

0 19.5

0'

RT

535.7

0 19.0

0'

RT

535.9

5 14.0

0'

RT

536.10 11.0

0'

RT

ESMT

PERM

45.5

9'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

112+50.00

Station 112+41.12 To Station 112+50.00

RO

UTE 9

530

540

550

530

540

550

112+41.12 520520

530

540

550

520

530

540

550

520

X21

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 22: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

20.7

8'

LT

27.3

5'

LT

73.9

3'

LT

31.23'

RT

56.4

8'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

540.30

FF Elev

534.70

FF Elev

536.6

7

536.7

8 13.5

0' LT

536.4

5 11.0

0' LT

2.000%

536.9

3 20.7

8' LT

534.2

0 31.23'

RT

20.7

8'

LT

27.3

5'

LT

73.9

3'

LT

31.23'

RT

56.4

8'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

540.30

FF Elev

534.70

FF Elev

R/W

EXIST

20.7

8' LT

R/W

PROP31.22'

RT

R/W

EXIST

22.9

9'

RT

RT

E. 9

5.00 %2.00 %

536.4

5 11.0

0'

RT

536.3

0 14.0

0'

RT

536.0

5 19.0

0'

RT

536.5

5 19.5

0'

RT

536.6

4 23.5

0'

RT

534.13 27.5

0'

RT

R/WPROP

17.6

2' LT

58.4

8'

LT

77.3

7'

LT

29.5

0'

RT

58.7

2'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

536.80

FF Elev

537.0

6

536.8

4 11.0

0' LT

536.8

4 11.0

0' LT

2.000%

SID

E

RO

AD

MA

TC

HLIN

E

536.3

0 29.5

0'

RT

58.4

8'

LT

77.3

7'

LT

29.5

0'

RT

58.7

2'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

536.80

FF Elev

18.5

6' LT

R/W

PROP

29.4

5'

RT

R/W

EXIST

22.3

5'

RT

RT

E. 9

536.2

0 24.6

7'

RT

2.000 % 5.00 %

537.0

2 23.5

0'

RT

539.3

8 24.6

7'

RT

536.9

4 19.5

0'

RT

536.4

4 19.0

0'

RT

536.6

9 14.0

0'

RT

536.8

4 11.0

0'

RT

R/W

EXIST

28.4

4'

RT

60.10'

RT

Buildin

g Face

Buildin

g Face

536.80

FF Elev

537.6

5

537.7

6 13.5

0' LT

537.4

3 11.0

0' LT

2.000% 2.000%

537.7

6 13.5

0'

RT

537.4

3 11.0

0'

RT

537.8

6 18.5

0'

RT

537.8

4 17.5

0' LT

28.4

4'

RT

60.10'

RT

Buildin

g Face

Buildin

g Face

536.80

FF Elev

20.7

2' LT

R/W

PROP28.3

9'

RT

R/W

EXIST

21.54'

RT

RT

E. 9

536.4

3 28.4

4'

RT

536.3

2 19.6

8'

RT

R/W

EXIST

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

560 560

112+75.00

530 530

540 540

550 550

113+00.00

530 530

540 540

550 550

560 560

113+25.00

Station 112+75.00 To Station 113+25.00

RO

UTE 9

X22

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 23: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

28.4

4'

LT

36.3

0'

LT

98.0

4'

LT

28.0

4'

RT

59.7

9'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

550.30

FF Elev

536.80

FF Elev

538.4

4

2.000% 2.000%

538.5

6 13.5

0'

RT

538.2

2 11.0

0'

RT

538.6

6 18.5

0'

RT

538.5

6 13.5

0' LT

538.2

2 11.0

0' LT

538.6

4 17.5

0' LT

536.5

2 28.0

4'

RT

28.4

4'

LT

36.3

0'

LT

98.0

4'

LT

28.0

4'

RT

59.7

9'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

550.30

FF Elev

536.80

FF Elev

R/W

EXIST

20.9

3' LT

R/W

PROP28.0

2'

RT

R/W

EXIST

RT

E. 9

536.3

5 19.6

7'

RT

538.2

5 9.5

0' LT

20.4

8'

RT

539.4

5

539.5

6 13.5

0' LT

539.2

3 11.0

0' LT

2.000% 2.000% 539.2

3 11.0

0'

RT

SID

E

RO

AD

MA

TC

HLIN

E

539.7

3 22.0

0' LT

R/W

EXIST

22.4

2' LT

ESMT

TEMP24.7

6' LT

R/W

PROP

19.5

0'

RT

R/W

EXIST

19.15'

RT

ESMT

TEMP

49.6

5'

RT

RT

E. 9

36.0

0'

RT

41.29'

RT

51.27'

RT

56.3

8'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

543.70

FF Elev

540.6

7

540.4

5 11.0

0' LT

540.4

5 11.0

0' LT

2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

E

540.7

8 13.5

0'

RT

540.4

5 11.0

0'

RT

540.8

8 18.5

0'

RT

541.11 2

1.42'

RT

36.0

0'

RT

41.29'

RT

51.27'

RT

56.3

8'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

543.70

FF Elev

R/W

EXIST

23.2

6' LT

ESMT

TEMP

37.0

0' LT

R/W

PROP

19.5

0'

RT

R/W

EXIST

17.6

4'

RT

ESMT

TEMP

22.12'

RT

RT

E. 9

ESMT

47.4

3' LT

ELEC

ESMT

38.0

1' L

T

ELEC

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

560 560

113+50.00

530 530

540 540

550 550

560 560

113+75.00

530 530

540 540

550 550

560 560

114+00.00

Station 113+50.00 To Station 114+00.00

RO

UTE 9

X23

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 24: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

49.4

3'

LT

58.6

1' L

T

34.5

6'

RT

41.58'

RT

89.19'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

543.70

FF Elev

542.10

542.2

1 13.5

0' LT

541.88 11.0

0' LT

2.000% 2.000%

542.4

2 23.6

2' LT

542.2

1 13.5

0'

RT

541.88 11.0

0'

RT

542.3

4 19.6

7'

RT

540.5

7 22.6

7'

RT

49.4

3'

LT

58.6

1' L

T

34.5

6'

RT

41.58'

RT

89.19'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

543.70

FF Elev

R/W

EXIST

24.12' LT

R/W

PROP19.5

0'

RT

R/W

EXIST

16.8

2'

RT

ESMT

TEMP

22.6

6'

RT

RT

E. 9

49.4

5'

LT

58.4

5'

LT

34.2

3'

RT

41.19'

RT

88.6

4'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

551.30

FF Elev

543.70

FF Elev

542.6

2

542.7

3 13.5

0' LT

542.4

0 11.0

0' LT

2.000% 2.000%

543.0

7 30.2

3' LT

542.7

3 13.5

0'

RT

542.4

0 11.0

0'

RT

542.8

3 18.5

0'

RT

543.0

6 22.0

5'

RT

49.4

5'

LT

58.4

5'

LT

34.2

3'

RT

41.19'

RT

88.6

4'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

551.30

FF Elev

543.70

FF Elev

R/W

EXIST

24.3

9' LT

ESMT

TEMP33.0

5' LT

R/W

PROP

19.5

0'

RT

R/W

EXIST

16.7

0'

RT

ESMT

TEMP

22.2

8'

RT

RT

E. 9

49.2

9'

LT

57.9

3'

LT

94.5

4'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

551.30

FF Elev

543.7

3

543.5

1 11.0

0' LT

543.5

1 11.0

0' LT

2.000% 2.000%

543.8

4 13.5

0'

RT

543.5

1 11.0

0'

RT

543.9

4 18.5

0'

RT

544.0

5 23.8

9' LT

543.8

4 13.5

0' LT

543.9

8 22.0

8'

RT

49.2

9'

LT

57.9

3'

LT

94.5

4'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

551.30

FF Elev

R/W

EXIST

24.7

2' LT

R/W

PROP

19.5

0'

RT

R/W

EXIST

16.6

8'

RT

ESMT

TEMP

21.49'

RT

RT

E. 9

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

540 540

550 550

560 560

114+25.00

540 540

550 550

560 560

114+33.28

540 540

550 550

560 560

114+50.00

Station 114+25.00 To Station 114+50.00

RO

UTE 9

X24

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 25: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

545.3

9

545.17 11.0

0' LT

545.17 11.0

0' LT

2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

E

545.17 11.0

0'

RT

545.17 11.0

0'

RT

SID

E

RO

AD

MA

TC

HLIN

E

R/W

EXIST

24.6

1' L

T

ESMT

TEMP

37.9

7' LT

R/W

PROP

19.3

8'

RT

R/W

EXIST17.10'

RT

ESMT

TEMP

48.2

8'

RT

RT

E. 9

547.0

6

546.8

4 11.0

0' LT

546.8

4 11.0

0' LT

2.000%

547.4

0 24.6

0' LT

R/W

EXIST24.5

4' LT

ESMT

TEMP

24.6

0' LT

R/W

PROP

19.4

5'

RT

R/W

EXIST

17.4

5'

RT

ESMT

TEMP

20.5

2'

RT

RT

E. 9

547.17 13.5

0' LT

2.8:11.00%2.000%

546.8

4 11.0

0'

RT

547.17 13.5

0'

RT

547.2

1 17.5

0'

RT

547.2

2 18.5

0'

RT

546.5

1 20.5

1' R

T

79.7

1' L

T

86.18'

LT

Buildin

g Face

Buildin

g Face

548.7

3

2.000% 2.000% 2.000%

548.5

1 11.0

0'

RT

79.7

1' L

T

86.18'

LT

Buildin

g Face

Buildin

g Face

R/W

EXIST

24.6

1' L

T

ESMT

TEMP

32.9

6' LT

R/W

PROP

19.5

0'

RT

R/W

EXIST

17.6

6'

RT

ESMT

TEMP

20.7

1' R

T

ESMT

TEMP

26.4

0'

RT

ESMT

TEMP

54.0

7'

RT

RT

E. 9

549.0

2 19.5

0' LT

548.5

2 19.0

0' LT

548.4

2 14.0

0' LT

548.5

1 11.0

0' LT

549.2

7 31.91' L

T

548.8

4 13.5

0'

RT

548.8

8 17.5

0'

RT

548.8

9 18.5

0'

RT

547.0

4 23.3

9'

RT

2.6:11.00%

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

540 540

550 550

560 560

114+75.00

550 550

560 560

570 570

115+00.00

540 540

550 550

560 560

570 570

115+25.00

Station 114+75.00 To Station 115+25.00

RO

UTE 9

X25

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 26: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

84.9

5'

LT

Buildin

g Face

550.3

0

2.000% 2.000% 2.000%

550.0

8 11.0

0'

RT

SID

E

RO

AD

MA

TC

HLIN

E

84.9

5'

LT

Buildin

g Face

R/W

EXIST

24.8

4' LT

ESMT

TEMP

25.0

3' LT

R/W

PROP

19.7

2'

RT

R/W

EXIST

17.7

2'

RT

ESMT

TEMP

30.4

3'

RT

RT

E. 9

550.6

0 19.5

0' LT

550.7

1 24.8

6' LT

550.0

0 14.0

0' LT

550.0

8 11.0

0' LT

550.10 19.0

0' LT

51.81' L

T

59.5

9'

LT

38.6

4'

RT

43.9

4'

RT

70.2

0'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

561.20

FF Elev

550.20

FF Elev

551.40

2.000% 2.000% 2.000%

551.52 13.5

0'

RT

551.18 11.0

0'

RT

551.62 18.6

4'

RT

550.2

4 24.7

9'

RT

551.62 20.6

4'

RT

51.81' L

T

59.5

9'

LT

38.6

4'

RT

43.9

4'

RT

70.2

0'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

561.20

FF Elev

550.20

FF Elev

R/W

PROP

25.5

9' LT

R/W

EXIST

24.5

2' LT

R/W

PROP

19.6

4'

RT

R/W

EXIST

17.6

4'

RT

ESMT

TEMP

29.7

9'

RT

RT

E. 9

551.82 25.5

8' LT

551.18 11.0

0' LT

551.10 14.0

0' LT

551.20 19.0

0' LT

551.70 19.5

0' LT

51.41' L

T

63.6

5'

LT

44.3

5'

RT

78.3

4'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

561.20

FF Elev

550.20

FF Elev

551.84

552.12 11.6

1' L

T

551.62 11.11' L

T

2.000% 2.000%

552.12 11.6

1' R

T

551.62 11.11' R

T

552.2

6 18.5

2'

RT

552.3

0 20.5

2'

RT

551.04 24.3

0'

RT

51.41' L

T

63.6

5'

LT

44.3

5'

RT

78.3

4'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

561.20

FF Elev

550.20

FF Elev

R/W

EXIST

24.0

3' LT

R/W

PROP

19.5

2'

RT

R/W

EXIST

17.5

2'

RT

ESMT

TEMP

29.3

0'

RT

RT

E. 9

552.3

5 22.7

7' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

550 550

560 560

570 570

115+50.00

550 550

560 560

570 570

115+75.00

550 550

560 560

570 570

115+91.03

Station 115+50.00 To Station 115+91.03

RO

UTE 9

X26

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 27: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

29.8

9'

LT

36.5

8'

LT

69.7

9'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

560.40

FF Elev

551.99

552.2

7 11.5

0' LT

551.77 11.0

0' LT

2.000% 2.000%

552.2

7 11.5

0'

RT

551.77 11.0

0'

RT

552.4

1 18.4

2'

RT

552.4

3 19.3

8' LT

552.4

5 20.4

2'

RT

551.27 23.9

6'

RT

29.8

9'

LT

36.5

8'

LT

69.7

9'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

560.40

FF Elev

R/W

EXIST

22.6

4' LT

R/W

PROP

19.4

2'

RT

R/W

EXIST

17.4

2'

RT

ESMT

TEMP28.9

7'

RT

RT

E. 9

29.5

4'

LT

36.0

8'

LT8

5.6

1' L

TBuildin

g Face

Buildin

g Face

Buildin

g Face

560.40

FF Elev

552.10

552.3

8 11.5

0' LT

551.88 11.0

0' LT

2.000% 2.000%

552.5

4 19.6

9' LT

552.3

8 11.5

0'

RT

551.88 11.0

0'

RT

552.5

2 18.2

4'

RT

552.5

6 20.2

4'

RT

551.56 23.2

2'

RT

29.5

4'

LT

36.0

8'

LT8

5.6

1' L

TBuildin

g Face

Buildin

g Face

Buildin

g Face

560.40

FF Elev

R/W

EXIST

22.8

1' L

T

R/W

PROP

19.2

4'

RT

R/W

EXIST

17.2

4'

RT

ESMT

TEMP

RT

E. 9

551.91 9.6

7'

RT

ELEC

ESMT

34.12'

RT

ELEC

ESMT

34.12'

RT

28.2

2'

RT

28.2

2'

RT

29.2

7'

LT

35.6

9'

LT

75.7

1' L

TBuildin

g Face

Buildin

g Face

Buildin

g Face

560.40

FF Elev

552.0

7

2.000% 2.000%

551.85 11.0

0'

RT

SID

E

RO

AD

MA

TC

HLIN

E

552.19 13.5

0' LT

551.85 11.0

0' LT

552.3

2 20.0

2' LT

29.2

7'

LT

35.6

9'

LT

75.7

1' L

TBuildin

g Face

Buildin

g Face

Buildin

g Face

560.40

FF Elev

R/W

EXIST

22.9

9' LT

PROP

18.9

8'

RT

R/W

EXIST

17.16'

RT

ESMT

TEMP

40.0

0'

RT

RT

E. 9

ESMT

ELEC

21.58'

RT

18.18'

RT

23.9

6'

RT

83.5

9'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

552.00

FF Elev

551.64

551.42 11.0

0' LT

551.42 11.0

0' LT

2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

E

551.76 13.5

0'

RT

551.42 11.0

0'

RT

551.85 18.18'

RT

18.18'

RT

23.9

6'

RT

83.5

9'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

552.00

FF Elev

R/W

PROP

17.8

3'

RT

R/W

EXIST

17.3

8'

RT

ESMT

TEMP

23.9

6'

RT

RT

E. 9

550.7

1 18.18'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

550 550

560 560

570 570

116+00.00

550 550

560 560

570 570

116+13.49

550 550

560 560

570 570

116+25.00

550 550

560 560

570 570

116+50.00

Station 116+00.00 To Station 116+50.00

RO

UTE 9

X27

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 28: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

28.8

6'

LT

55.6

7'

LT

24.5

7'

RT

83.6

3'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

557.00

FF Elev

552.00

FF Elev

551.46

551.57 13.5

0' LT

551.24 11.0

0' LT

2.000% 2.000%

551.80 25.0

1' L

T

551.57 13.5

0'

RT

551.24 11.0

0'

RT

551.79 24.5

7'

RT

28.8

6'

LT

55.6

7'

LT

24.5

7'

RT

83.6

3'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

557.00

FF Elev

552.00

FF Elev

R/W

PROP

25.5

0' LT

R/W

EXIST

22.5

2' LT

ESMT

TEMP

28.8

6' LT

R/W

PROP19.5

0'

RT

R/W

EXIST

17.4

1' R

T

ESMT

TEMP

24.5

7'

RT

RT

E. 9

28.9

5'

LT

35.6

3'

LT

55.6

9'

LT

24.7

8'

RT

60.6

8'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

557.00

FF Elev

551.10

FF Elev

550.7

0

2.000% 2.000%

550.8

1 13.5

0'

RT

550.4

8 11.0

0'

RT

550.9

1 18.5

0'

RT

550.9

3 19.5

0'

RT

550.3

2 19.0

0' LT

550.8

2 19.5

0' LT

550.9

2 24.5

0' LT

550.9

2 24.8

3' LT

28.9

5'

LT

35.6

3'

LT

55.6

9'

LT

24.7

8'

RT

60.6

8'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

557.00

FF Elev

551.10

FF Elev

R/W

PROP

25.5

0' LT

R/W

EXIST

22.6

5' LT

ESMT

TEMP

28.9

5' LT

R/W

PROP

19.5

0'

RT

R/W

EXIST

17.4

5'

RT

ESMT

TEMP

24.7

6'

RT

RT

E. 9

550.4

2 14.0

0' LT

549.8

9 22.6

2'

RT

550.4

8 11.0

0' LT

35.6

1' L

T51.17'

LT

55.7

3'

LT

83.8

7'

LT

24.8

3'

RT

51.85'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

551.10

FF Elev

557.00

FF Elev 550.3

1

2.000% 2.000%

550.4

3 13.5

0'

RT

550.0

9 11.0

0'

RT

550.6

5 24.8

3'

RT

550.4

3 19.5

0' LT

549.9

3 19.0

0' LT

550.4

8 24.5

0' LT

35.6

1' L

T51.17'

LT

55.7

3'

LT

83.8

7'

LT

24.8

3'

RT

51.85'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

551.10

FF Elev

557.00

FF Elev

R/W

PROP

25.5

0' LT

R/W

EXIST

22.7

3' LT

ESMT

TEMP

R/W

PROP

19.5

0'

RT

R/W

EXIST

17.4

4'

RT

ESMT

TEMP

24.8

1' R

T

RT

E. 9

550.0

3 14.0

0' LT

550.0

9 11.0

0' LT

29.0

0' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

550 550

560 560

570 570

116+56.12

550 550

560 560

570 570

116+75.00

550 550

560 560

570 570

116+82.56

Station 116+56.12 To Station 116+82.56

RO

UTE 9

X28

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 29: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

30.3

2'

LT

36.2

0'

LT7

6.9

1' L

T

84.3

2'

LT

66.9

2'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

550.10

FF Elev

553.60

FF Elev 549.2

4

2.000% 2.000%

549.3

6 13.5

0'

RT

549.0

2 11.0

0'

RT

549.4

1 24.5

0' LT

549.4

3 26.2

3' LT

549.3

6 19.5

0' LT

548.8

6 19.0

0' LT

549.4

4 17.8

1' R

T549.4

6 18.8

1' R

T

548.6

3 20.4

9'

RT

30.3

2'

LT

36.2

0'

LT7

6.9

1' L

T

84.3

2'

LT

21.86'

RT

66.9

2'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

553.60

FF Elev

R/W

PROP

25.5

0' LT

R/W

EXIST

22.9

6' LT

ESMT

TEMP

29.19' LT

R/W

PROP19.5

0'

RT

R/W

EXIST

17.3

8'

RT

ESMT

TEMP

21.86'

RT

RT

E. 9

549.0

2 11.0

0' LT

548.9

6 14.0

0' LT

24.6

4'

RT

50.19'

RT

Buildin

g Face

Buildin

g Face

550.10

FF Elev

547.5

8

547.3

6 11.0

0' LT

2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

E

547.6

9 13.5

0'

RT

547.3

6 11.0

0'

RT

547.7

9 18.5

0'

RT

24.6

4'

RT

50.19'

RT

Buildin

g Face

Buildin

g Face

550.10

FF Elev

R/W

PROP25.5

0' LT

R/W

EXIST23.4

0' LT

37.9

3' LT

R/W

PROP

18.2

0'

RT

R/W

EXIST

17.2

3'

RT

ESMT

TEMP

24.6

4'

RT

RT

E. 9

ESMT

TEMP29.7

7'

LT

36.8

1' L

T

61.86'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

552.80

FF Elev 545.9

1

546.0

2 13.5

0' LT

545.6

9 11.0

0' LT

2.000% 2.000% 545.6

9 11.0

0'

RT

SID

E

RO

AD

MA

TC

HLIN

E

546.0

6 19.5

0' LT

546.10 21.50' LT

546.0

6 25.16' LT

29.7

7'

LT

36.8

1' L

T

61.86'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

552.80

FF Elev

R/W

EXIST

23.7

6' LT

ESMT

TEMP

26.0

0' LT

R/W

PROP

19.5

0'

RT

R/W

EXIST

17.0

4'

RT

ESMT

TEMP

35.3

5'

RT

RT

E. 9

34.9

9'

RT

ESMT

ELEC

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

550 550

560 560

570 570

117+00.00

540 540

550 550

560 560

117+25.00

540 540

550 550

560 560

570 570

117+50.00

Station 117+00.00 To Station 117+50.00

RO

UTE 9

X29

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 30: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

29.9

4'

LT

37.12'

LT

23.7

0'

RT

43.2

8'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

552.80

FF Elev

547.00

FF Elev

544.2

4

544.0

2 11.0

0' LT

544.0

2 11.0

0' LT

2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

E

544.3

6 13.5

0'

RT

544.0

2 11.0

0'

RT

18.0

5'

RT

ste

ps

544.4

5 18.0

5'

RT

29.9

4'

LT

37.12'

LT

23.7

0'

RT

43.2

8'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

552.80

FF Elev

547.00

FF Elev

18.0

5'

RT

ste

ps

R/W

EXISTESMT

TEMP

R/W

PROP17.8

1' R

T

R/W

EXIST

16.6

0'

RT

RT

E. 942.0

0' LT

ESMT

TEMP

24.0

5' LT

26.18' LT

31.09'

LT

37.9

7'

LT

70.5

4'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

547.70

FF Elev

542.5

7

542.6

9 13.5

0' LT

542.3

5 11.0

0' LT

2.000% 2.000%

542.9

5 26.5

1' L

T

542.6

9 13.5

0'

RT

542.3

5 11.0

0'

RT

542.7

9 18.5

0'

RT

542.9

2 20.3

4'

RT

31.09'

LT

37.9

7'

LT

70.5

4'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

547.70

FF Elev R/W

PROP

25.5

0' LT

R/W

EXIST

24.3

1' L

T

ESMT

TEMP

26.5

1' L

T

R/W

PROP

19.5

0'

RT

R/W

EXIST

15.9

3'

RT

ESMT

TEMP

23.8

4'

RT

RT

E. 9

541.43

2.000% 2.000% 2.000%

541.54 13.5

0'

RT

541.21 11.0

0'

RT

541.64 18.5

0'

RT

541.53 19.3

3'

RT

R/W

PROP

25.5

2' LT

R/W

EXIST

24.4

6' LT

ESMT

TEMP

36.2

8' LT

R/W

PROP

19.5

0'

RT

R/W

EXIST

15.5

4'

RT

ESMT

TEMP

24.3

2'

RT

RT

E. 9

542.0

3 34.7

7' LT

541.72 19.5

2' LT

541.22 19.0

0' LT

541.21 11.0

0' LT

541.12 14.0

0' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

540 540

550 550

560 560

117+75.00

540 540

550 550

560 560

118+00.00

540 540

550 550

560 560

118+17.23

Station 117+75.00 To Station 118+17.23

RO

UTE 9

X30

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 31: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

49.2

4'

LT

57.5

5'

LT

89.2

9'

LT

32.4

3'

RT

40.2

3'

RT

87.7

9'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

540.04

FF Elev541.30

FF Elev

540.9

1

2.000% 2.000% 2.000%

541.02 13.5

0'

RT

540.6

9 11.0

0'

RT

541.10 17.5

0'

RT

538.9

2 19.0

0'

RT

49.2

4'

LT

57.5

5'

LT

89.2

9'

LT

32.4

3'

RT

40.2

3'

RT

87.7

9'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

540.04

FF Elev541.30

FF Elev

R/W

PROP

25.5

9' LT

R/W

EXIST

24.5

4' LT

ESMT

TEMPR/W

PROP

17.5

0'

RT

R/W

EXIST

15.4

6'

RT

RT

E. 9

541.20 19.5

4' LT

540.7

0 19.0

4' LT

540.6

0 14.0

0' LT

540.6

9 11.0

0' LT

540.4

6 31.52' LT

541.33 27.6

4' LT

541.33 25.6

4' LT

ESMT

TEMP

24.3

7'

RT

36.16' LT

49.2

3'

LT

57.5

6'

LT89.3

7'

LT

32.7

6'

RT

40.5

0'

RT

84.4

7'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

540.04

FF Elev541.30

FF Elev

539.6

2

2.000% 2.000% 2.000%

539.7

3 13.5

0'

RT

539.4

0 11.0

0'

RT

539.8

3 18.5

0'

RT

538.0

3 21.50'

RT

49.2

3'

LT

57.5

6'

LT89.3

7'

LT

32.7

6'

RT

40.5

0'

RT

84.4

7'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

540.04

FF Elev541.30

FF Elev R/W

PROP25.7

3' LT

R/W

EXIST24.7

0' LT

ESMT

TEMP

35.8

1' L

T

R/W

PROP

17.5

0'

RT

R/W

EXIST

15.3

1' R

T

RT

E. 9

539.9

1 19.5

2' LT

539.18 30.4

6' LT

540.0

8 27.7

6' LT

540.0

4 25.7

6' LT

539.4

0 11.0

0' LT

539.3

1 14.0

0' LT

539.4

1 19.0

0' LT

ESMT

TEMP

24.3

7'

RT

49.2

2'

LT

57.5

6'

LT

32.8

6'

RT

40.6

0'

RT

58.9

3'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

540.04

FF Elev

540.04

FF Elev

539.2

4

2.000% 2.000% 2.000%

539.3

5 13.5

0'

RT

539.0

2 11.0

0'

RT

539.4

3 17.5

0'

RT

537.5

2 19.0

0'

RT

49.2

2'

LT

57.5

6'

LT

32.8

6'

RT

40.6

0'

RT

58.9

3'

RT

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

540.04

FF Elev

540.04

FF Elev

R/W

PROP

25.7

7' LT

R/W

EXIST

24.7

3' LT

ESMT

TEMP

35.7

0' LT

R/W

PROP

17.5

0'

RT

R/W

EXIST

15.2

7'

RT

RT

E. 9

539.5

4 19.5

0' LT

539.7

0 27.7

8' LT

539.0

2 11.0

0' LT

538.8

3 30.3

9' LT

539.6

6 25.7

8' LT

539.0

4 19.0

0' LT

538.9

4 14.0

0' LT

ESMT

TEMP

24.3

8'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

540 540

550 550

560 560

118+25.00

540 540

550 550

560 560

118+44.36

540 540

550 550

560 560

118+50.00

Station 118+25.00 To Station 118+50.00

RO

UTE 9

X31

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 32: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

57.5

0'

LT

79.4

0'

LT

Buildin

g Face

Buildin

g Face

540.04

FF Elev

537.5

9

537.3

7 11.0

0' LT

537.3

7 11.0

0' LT

2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

E

537.7

0 13.5

0'

RT

537.3

7 11.0

0'

RT

537.7

8 17.5

0'

RT

57.5

0'

LT

79.4

0'

LT

Buildin

g Face

Buildin

g Face

540.04

FF Elev

R/W

PROP

25.8

8' LT

R/W

EXIST

24.8

7' LT

ESMT

TEMP

39.9

7' LT

R/W

PROP

17.5

0'

RT

R/W

EXIST

15.13'

RT

19.4

6'

RT

RT

E. 9

537.4

0 9.5

0'

RT

24.4

6'

RT

ESMT

TEMP

536.2

2

536.0

0 11.0

0' LT

536.0

0 11.0

0' LT

2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

E

536.3

3 13.5

0'

RT

536.0

0 11.0

0'

RT

536.4

1 17.5

0'

RT

R/W

PROP25.9

2' LT

R/W

EXIST

24.9

2' LT

ESMT

TEMP

39.7

3' LT

R/W

PROP

17.5

0'

RT

R/W

EXIST

15.0

8'

RT

RT

E. 9

533.3

9 19.0

4'

RT

ESMT

TEMP

24.6

0'

RT

39.4

1' L

T

71.37'

LT

Buildin

g Face

Buildin

g Face

535.30

FF Elev

535.2

0

535.3

2 19.5

0' LT

534.8

2 19.0

0' LT

2.000% 2.000%

535.4

4 25.5

0' LT

535.3

2 13.5

0'

RT

534.9

8 11.0

0'

RT

534.11 31.49' LT

535.4

4 27.5

0' LT

39.4

1' L

T

71.37'

LT

Buildin

g Face

Buildin

g Face

535.30

FF Elev

R/W

PROP

25.8

4' LT

R/W

EXIST

24.8

4' LT

ESMT

TEMP

33.9

9' LT

R/W

PROP

17.5

0'

RT

R/W

EXIST

15.16'

RT

RT

E. 9

534.9

2 14.0

0' LT

534.9

8 11.0

0' LT

531.93 19.2

5'

RT

535.4

0 17.5

0'

RT

ESMT

TEMP

24.8

1' R

T

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

560 560

118+75.00

530 530

540 540

550 550

119+00.00

530 530

540 540

550 550

560 560

119+25.00

Station 118+75.00 To Station 119+25.00

RO

UTE 9

X32

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 33: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

33.4

2'

LT

39.2

2'

LT

71.19'

LT

Buildin

g Face

Buildin

g Face

535.30

FF Elev

534.7

8

534.9

0 19.5

0' LT

534.4

0 19.0

0' LT

2.000% 2.000%

535.0

2 25.5

0' LT

534.8

9 13.5

0'

RT

534.5

6 11.0

0'

RT

534.9

7 17.5

0'

RT

33.4

2'

LT

33.4

2'

LT

39.2

2'

LT

71.19'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

535.30

FF Elev

R/W

PROP

25.7

8' LT

R/W

EXIST

24.7

7' LT

ESMT

TEMP

33.2

7' LT

R/W

PROP

17.5

0'

RT

R/W

EXIST

15.2

3'

RT

ESMT

TEMP

87.16'

RT

RT

E. 9

534.5

0 14.0

0' LT

534.5

6 11.0

0' LT

531.15 19.4

2'

RT

535.17 33.4

2' LT

ESMT

TEMP

24.9

4'

RT

39.0

4'

LT

71.01' L

TBuildin

g Face

Buildin

g Face

535.30

FF Elev

534.4

5

534.5

7 19.5

0' LT

534.0

7 19.0

0' LT

2.000% 2.000%534.6

9 25.5

0' LT

534.5

6 13.5

0'

RT

534.2

3 11.0

0'

RT

534.6

6 18.5

0'

RT

39.0

4'

LT

71.01' L

TBuildin

g Face

Buildin

g Face

535.30

FF Elev

R/W

PROP

25.7

0' LT

R/W

EXIST24.7

0' LT

ESMT

TEMP

37.4

8' LT

R/W

PROP

17.5

0'

RT

R/W

EXIST

15.3

0'

RT

ESMT

TEMP

30.3

0'

RT

ESMT

TEMP

80.7

2'

RT

RT

E. 9

533.8

5 39.0

4' LT

534.17 14.0

0' LT

534.2

3 11.0

0' LT

533.9

0

534.0

2 19.5

0' LT

533.5

2 19.0

0' LT

2.000% 2.000%

534.16 26.3

9' LT

533.6

8 11.0

0'

RT

SID

E

RO

AD

MA

TC

HLIN

E

R/W

PROP

26.3

9' LT

R/W

EXIST

24.4

5' LT

RT

E. 9

533.6

2 14.0

0' LT

533.6

8 11.0

0' LT

532.6

1 33.0

4' LT

534.11 36.0

4' LT

ESMT

PERM

46.3

2' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

560 560

119+38.22

530 530

540 540

550 550

119+50.00

530 530

540 540

550 550

119+75.00

Station 119+38.22 To Station 119+75.00

RO

UTE 9

X33

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 34: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

533.5

8

533.7

0 19.5

0' LT

533.2

0 19.0

0' LT

2.000% 2.000%

533.8

2 25.6

9' LT

533.3

6 11.0

0'

RT

SID

E

RO

AD

MA

TC

HLIN

E

533.8

6 27.6

9' LT

R/W

PROP

25.6

9' LT

R/W

EXIST

24.12' LT

ESMT

PERM

48.5

2' LT

R/W

EXIST

15.8

9'

RT

RT

E. 9

533.3

0 14.0

0' LT

533.3

6 11.0

0' LT

531.22 35.6

4' LT

532.7

2 38.6

4' LT

533.5

3

533.6

4 13.5

0' LT

533.3

1 11.0

0' LT

2.000% 2.000%533.8

7 24.8

8' LT

533.6

4 13.5

0'

RT

533.3

1 11.0

0'

RT

533.7

9 21.00'

RT

533.9

1 26.8

8' LT

533.8

3 23.0

0'

RT

527.4

8 42.0

6'

RT

R/WPROP

24.8

8' LT

R/W

EXIST

23.7

1' L

T

29.7

7' LT

R/W

PROP

49.4

7'

RT

R/W

EXIST

16.2

9'

RT

RT

E. 9

531.00 35.6

2' LT

532.5

0 38.6

2' LT

ESMT

PERM

50.6

7' LT

533.7

4

533.8

6 13.5

0' LT

533.5

2 11.0

0' LT

2.000% 2.000%

534.0

6 23.8

7' LT

533.8

6 13.5

0'

RT

533.5

2 11.0

0'

RT

534.0

1 21.00'

RT

533.7

3 26.7

9'

RT

534.10 25.8

7' LT

532.6

6 30.2

1' L

T

R/W

PROP

23.8

7' LT

R/W

EXIST

23.2

5' LT

R/W

PROP

38.12'

RT

R/W

EXIST

16.7

6'

RT

ESMT

PERM

68.3

8'

RT

RT

E. 9

534.0

5 23.0

0'

RT

529.5

3 26.7

9'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

120+00.00

530 530

540 540

550 550

120+25.00

530 530

540 540

550 550

120+50.00

Station 120+00.00 To Station 120+50.00

RO

UTE 9

X34

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 35: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

29.0

8'

LT

36.10'

LT

69.17'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

537.70

FF Elev

534.13

534.2

5 13.5

0' LT

533.9

1 11.0

0' LT

2.000% 2.000%

534.2

5 13.5

0'

RT

533.9

1 11.0

0'

RT

534.4

3 22.7

7' LT

534.3

5 18.5

0'

RT

534.3

9 20.5

0'

RT

529.5

9 34.8

8'

RT

29.0

8'

LT

36.10'

LT

69.17'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

537.70

FF Elev

R/W

PROP

22.7

9' LT

R/W

EXIST

22.7

6' LT

R/W

PROP

19.5

0'

RT

R/W

EXIST

17.2

5'

RT

RT

E. 9

ESMT

TEMP

39.8

5'

RT

28.9

6'

LT

35.9

2'

LT

68.7

7'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

537.70

FF Elev

534.2

7

534.3

8 13.5

0' LT

534.0

5 11.0

0' LT

2.000% 2.000%

534.3

8 13.5

0'

RT

534.0

5 11.0

0'

RT

534.6

0 24.2

6' LT

530.3

8 32.9

2'

RT

534.5

2 20.5

0'

RT

534.4

8 18.5

0'

RT

28.9

6'

LT

35.9

2'

LT

68.7

7'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

537.70

FF Elev

R/W

EXIST

22.6

3' LT

R/W

PROP

19.4

9'

RT

R/W

EXIST

17.3

8'

RT

RT

E. 9

ESMT

TEMP

38.0

8'

RT

534.6

4

2.000% 2.000%

534.7

5 13.5

0'

RT

534.4

2 11.0

0'

RT

534.4

2 11.0

0' LT

534.7

5 13.5

0' LT

534.9

4 23.12' LT

534.8

5 18.5

0'

RT

534.8

9 20.5

0'

RT

532.7

9 26.7

9'

RT

R/W

EXIST

50.10' LT

R/W

PROP

19.4

4'

RT

R/W

EXIST

17.7

4'

RT

RT

E. 9

ESMT

TEMP

33.4

4'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

120+75.00

530 530

540 540

550 550

120+81.89

530 530

540 540

550 550

121+00.00

Station 120+75.00 To Station 121+00.00

RO

UTE 9

X35

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 36: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

535.15

535.2

6 13.5

0' LT

534.9

3 11.0

0' LT

2.000% 2.000%

535.2

6 13.5

0'

RT

534.9

3 11.0

0'

RT

535.3

6 18.5

0'

RT

535.4

0 20.5

0'

RT

535.3

4 20.7

0'

RT

R/W

EXIST

21.77' LT

R/W

EXIST

84.6

4' LT

19.3

8'

RT

R/W

EXIST

18.2

3'

RT

ESMT

TEMP

27.0

6'

RT

RT

E. 9

535.4

2 21.16' LT

ESMT

ELEC

36.5

7'

RT

R/W

PROP

535.6

2

535.7

3 13.5

0' LT

535.4

0 11.0

0' LT

2.000% 2.000%

535.7

3 13.5

0'

RT

535.4

0 11.0

0'

RT

535.8

3 18.5

0'

RT

535.8

5 20.5

0'

RT

536.0

9 21.21' R

T

R/W

EXIST

21.52' LT

R/W

PROP

19.3

2'

RT

R/W

EXIST

18.4

8'

RT

ESMT

TEMP

26.8

9'

RT

RT

E. 9

535.8

7 20.4

5' LT

30.2

2'

LT

33.4

8'

LT

61.79'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

541.20

FF Elev

535.8

6

535.9

7 13.5

0' LT

535.6

4 11.0

0' LT

2.000% 2.000%

536.10 19.9

4' LT

535.9

7 13.5

0'

RT

535.6

4 11.0

0'

RT

536.0

7 18.5

0'

RT

536.11 20.5

0'

RT

535.8

7 21.23'

RT

30.2

2'

LT

33.4

8'

LT

61.79'

LT

Buildin

g Face

Buildin

g Face

Buildin

g Face

541.20

FF ElevR/W

EXIST

21.27' LT

R/W

PROP

19.2

6'

RT

R/W

EXIST

18.7

3'

RT

ESMT

TEMP

26.9

3'

RT

RT

E. 9

26.0

6'

LT

33.10'

LT

50.8

5'

LT

34.7

5'

RT

89.4

1' R

T

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

543.20

FF Elev

537.40

FF Elev

535.8

5

535.9

6 13.5

0' LT

535.6

3 11.0

0' LT

2.000% 2.000%

535.9

6 13.5

0'

RT

535.6

3 11.0

0'

RT

536.0

9 19.7

1' R

T

536.0

9 19.5

9' LT

26.0

6'

LT

33.10'

LT

50.8

5'

LT

34.7

5'

RT

89.4

1' R

T

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

543.20

FF Elev

537.40

FF Elev

R/W

EXIST

21.03' LT

R/W

PROP

20.2

0'

RT

R/W

EXIST

18.9

8'

RT

ESMT

TEMP

26.4

8'

RT

RT

E. 9

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

121+25.00

530 530

540 540

550 550

121+50.00

530 530

540 540

550 550

121+75.00

530 530

540 540

550 550

122+00.00

Station 121+25.00 To Station 122+00.00

RO

UTE 9

X36

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 37: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

25.8

8'

LT

32.9

7'

LT

50.7

7'

LT

34.8

2'

RT

89.7

1' R

T

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

543.20

FF Elev

537.40

FF Elev

535.7

9

535.9

0 13.5

0' LT

535.5

7 11.0

0' LT

1.996% 2.004%

535.9

0 13.5

0'

RT

535.5

7 11.0

0'

RT

536.0

2 19.4

7' LT

536.0

4 20.6

6'

RT

25.8

8'

LT

32.9

7'

LT

50.7

7'

LT

34.8

2'

RT

89.7

1' R

T

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

Buildin

g Face

543.20

FF Elev

537.40

FF Elev

R/W

EXIST

20.9

4' LT

R/W

PROP

20.18'

RT

R/W

EXIST

19.0

7'

RT

25.6

8'

RT

RT

E. 9

TEMP

ESMT

TEMP

ESMT

535.5

9

535.7

0 13.5

0' LT

535.3

7 11.0

0' LT

2.000% 2.000%

535.7

0 13.5

0'

RT

535.3

7 11.0

0'

RT

535.8

2 19.2

5'

RT

535.8

1 18.9

0' LT

R/W

EXIST

20.7

8' LT

R/W

PROP

20.14'

RT

R/W

EXIST

19.2

3'

RT

ESMT

TEMP

24.2

6'

RT

RT

E. 9

535.10

535.2

1 13.5

0' LT

534.8

8 11.0

0' LT

2.000% 2.000% 534.8

8 11.0

2'

RT

534.8

8 11.0

2'

RT

SID

E

RO

AD

MA

TC

HLIN

ER/W

EXIST

20.5

3' LT

R/W

PROP

20.0

1' R

T

R/W

EXIST

19.4

8'

RT

RT

E. 9

536.2

7 19.2

1' L

T

535.2

9 17.5

0' LT

ESMT

TEMP

43.0

0'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

122+08.98

530 530

540 540

550 550

560 560

122+25.00

530 530

540 540

550 550

560 560

122+50.00

Station 122+08.98 To Station 122+50.00

RO

UTE 9

X37

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 38: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

534.5

6

2.000%2.000% 2.000%

534.6

6 13.6

9'

RT

534.3

3 11.19'

RT

534.7

6 18.6

9'

RT

534.8

0 20.6

9'

RT

534.9

4 21.11'

RT

R/W

PROP

38.15' LT

R/W

EXIST

20.7

7' LT

R/W

PROP

19.6

9'

RT

R/W

EXIST

19.2

3'

RT

RT

E. 9

534.8

5 19.6

5' LT

534.3

5 19.15' LT

535.17 35.6

5' LT

535.13 33.6

5' LT

534.3

3 11.14' LT

534.2

5 14.14' LT

534.9

7 25.6

5' LT

533.6

7 40.15' LT

541.11 5

5.0

3' LT

534.3

6 9.6

9'

RT

ESMT

PERM

60.7

8' LT

ESMT

TEMP

43.0

0'

RT

ESMT

TEMP

70.7

8' LT

47.8

0'

RT

Buildin

g Face

534.0

1

2.000% 2.000% 2.000%

534.11 14.3

1' R

T

533.7

8 11.8

1' R

T

534.2

1 19.3

1' R

T

534.2

5 21.31' R

T534.2

7 21.37'

RT

47.8

0'

RT

Buildin

g Face

R/W

PROP

38.7

8' LT

R/W

EXIST

21.12' LT

R/W

PROP

20.3

1' R

T

R/W

EXIST

18.8

9'

RT

26.3

8'

RT

RT

E. 9

534.4

2 26.2

8' LT

534.6

2 36.2

8' LT

534.5

8 34.2

8' LT

534.3

0 20.2

7' LT

533.8

0 19.7

7' LT

533.7

8 11.7

7' LT

533.7

0 14.7

7' LT

533.12 40.7

8' LT

538.7

7 52.0

8' LT

533.8

1 10.3

1' R

T

61.35' LT

ESMT

TEMP

71.35' LT

ESMT

PERM

ESMT

TEMP

20.5

1' R

T

49.8

3'

RT

Buildin

g Face

Buildin

g Face

533.40

FF Elev

533.8

1

2.000% 2.000% 2.000%

533.9

0 14.5

5'

RT

533.5

6 12.0

5'

RT

534.0

0 19.5

5'

RT

20.5

1' R

T

49.8

3'

RT

Buildin

g Face

Buildin

g Face

533.40

FF Elev

RT

E. 9

533.5

8 20.0

2' LT

534.0

8 20.5

2' LT

533.5

7 12.0

1' L

T

533.4

8 15.0

1' L

T

534.4

0 36.5

2' LT

534.3

6 34.5

2' LT

534.2

0 26.5

2' LT

533.9

0 20.4

1' R

T

532.9

0 41.02' LT

538.0

2 51.26' LT

533.5

9 10.5

5'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

560 560

122+75.00

530 530

540 540

550 550

560 560

123+00.00

530 530

540 540

550 550

560 560

123+09.62

Station 122+75.00 To Station 123+09.62

RO

UTE 9

X38

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 39: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

533.4

7

2.000% 2.000% 2.000%

533.5

6 14.9

3'

RT

533.2

2 12.4

3'

RT

533.6

6 19.9

3'

RT

533.7

0 21.93'

RT

533.13 23.6

3'

RT

R/W

PROP

39.4

1' L

T

R/W

EXIST

21.46' LT

R/W

PROP

20.9

3'

RT

R/W

EXIST

18.5

4'

RT

ESMT

TEMP

28.8

1' R

T

RT

E. 9

534.0

8 37.9

0' LT

534.0

4 35.9

0' LT

533.8

4 25.9

0' LT

533.7

4 20.9

0' LT

533.2

2 12.4

0' LT

533.14 15.4

0' LT

533.2

4 20.4

0' LT

532.5

8 42.4

0' LT

536.6

3 50.4

9' LT

533.2

5 10.9

3'

RT

533.2

5 10.9

0' LT

ESMT

TEMP

71.92' LT

ESMT

ELEC

30.18'

RT

61.92' LT

ESMT

PERM

ESMT

PERM

532.9

3

2.000% 2.000% 2.000%

R/W

PROP

R/W

EXIST21.81' L

T

R/W

PROP

30.5

6'

RT

R/W

EXIST

18.2

0'

RT

ESMT

TEMP

35.5

6'

RT

RT

E. 9

533.4

9 36.9

0' LT

533.4

5 34.9

0' LT

533.2

9 26.9

0' LT

533.19 21.53' LT

532.6

9 21.03' LT

532.5

9 16.0

3' LT

532.6

7 13.0

3' LT

532.6

7 13.0

5'

RT

532.5

9 16.0

5'

RT

532.6

2 17.7

5'

RT

533.12 18.2

5'

RT

533.3

5 29.5

6'

RT

530.5

8 30.7

2'

RT

531.99 41.40' LT

534.3

0 46.0

2' LT

532.7

0 11.5

5'

RT

532.7

0 11.5

3' LT

ESMT

PERM

62.4

8' LT

ESMT

TEMP

72.4

9' LT

40.0

3' LT

532.3

9

2.000% 2.000% 2.000% 2.000%

R/W

PROP

40.6

6' LT

R/W

EXIST

22.15' LT

R/W

PROP

31.18'

RT

R/W

EXIST

17.8

5'

RT

36.18'

RT

RT

E. 9

532.9

5 38.16' LT

532.9

1 36.16' LT

532.7

5 28.16' LT

532.13 21.66' LT

532.6

3 22.16' LT

532.12 13.6

5' LT

532.0

3 16.6

5' LT

532.12 13.6

7'

RT

532.6

3 22.18'

RT

532.13 21.68'

RT

532.0

3 16.6

7'

RT

531.45 42.6

6' LT

533.15 46.0

6' LT

532.7

5 28.18'

RT

528.8

0 29.3

4'

RT

532.15 12.17'

RT

532.15 12.15' LT

ESMT

PERM

63.0

5' LT

ESMT

TEMP73.0

5' LT

ESMT

TEMP

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

560 560

123+25.00

530 530

540 540

550 550

123+50.00

530 530

540 540

550 550

123+75.00

Station 123+25.00 To Station 123+75.00

RO

UTE 9

X39

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 40: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

531.87

2.000% 2.000% 2.000%

R/W

PROP

41.29' LT

R/W

EXIST

R/W

PROP

31.79'

RT

R/W

EXIST

17.5

1' R

T

ESMT

TEMP

36.8

0'

RT

RT

E. 9

532.15 28.7

8' LT

531.91 16.7

8' LT

531.58 14.2

8' LT

531.58 14.2

9'

RT

531.50 17.2

9'

RT

531.60 22.3

0'

RT

532.10 22.8

0'

RT

532.3

1 36.7

8' LT

532.3

5 38.7

8' LT

530.8

5 43.2

8' LT

532.3

7 46.3

2' LT

532.2

2 28.8

0'

RT

527.6

7 29.9

6'

RT

531.61 12.7

9'

RT

531.61 12.7

8' LT

ESMT

TEMP

73.6

2' LT

63.6

2' LT

ESMT

PERM 22.4

9' LT

22.4

9' LT

531.49

2.000% 2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

E

R/W

PROP

41.92' LT

R/W

EXIST

22.8

4' LT

R/W

PROP

32.4

1' R

T

R/W

EXIST

17.17'

RT

ESMT

TEMP

37.4

2'

RT

RT

E. 9

531.19 14.9

1' R

T

531.11 17.9

1' R

T

531.21 22.9

2'

RT

531.71 23.4

2'

RT

531.19 14.9

1' L

T

531.83 29.4

2'

RT

527.19 30.5

8'

RT

531.22 13.4

1' R

T

ESMT

PERM

64.19' LT

ESMT

TEMP

74.19' LT

2.001% 2.000%

R/W

PROP

42.5

4' LT

R/W

EXIST

28.6

4' LT

R/W

PROP

26.0

3'

RT

R/W

EXIST

21.36'

RT

ESMT

TEMP

31.03'

RT

RT

E. 9

531.27

531.73 40.0

4' LT

531.69 38.0

4' LT

531.53 30.0

4' LT

531.29 18.0

4' LT

530.9

6 15.5

4' LT

530.9

6 15.5

3'

RT

531.29 18.0

3'

RT

531.43 25.0

3'

RT

527.4

1 26.2

0'

RT

531.88 47.2

5' LT

ESMT

PERM

64.7

6' LT

ESMT

TEMP

74.7

6' LT

529.3

0 54.9

7' LT

534.0

6 64.4

9' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

124+00.00

530 530

540 540

550 550

124+25.00

530 530

540 540

550 550

124+50.00

Station 124+00.00 To Station 124+50.00

RO

UTE 9

X40

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 41: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

531.22

2.000%2.000%

R/W

PROP

43.0

0' LT

R/W

EXIST

28.4

8' LT

ESMT

PERM

65.3

2' LT

R/W

PROP

26.5

0'

RT

R/W

EXIST21.52'

RT

ESMT

PERM

53.6

4'

RT

ESMT

TEMP

31.50'

RT

RT

E. 9

531.55 40.4

0' LT

531.51 38.4

0' LT

531.35 30.4

0' LT

531.23 24.5

0' LT

530.7

4 24.0

0' LT

530.8

4 19.0

0' LT

530.9

0 16.0

0' LT

531.14 4.0

0' LT

531.64 3.5

0' LT

531.64 3.5

0'

RT

531.14 4.0

0'

RT

530.9

0 16.0

0'

RT

531.23 18.5

0'

RT

531.37 25.5

0'

RT

527.11 26.6

7'

RT

527.5

0 52.5

3' LT

535.9

9 69.5

2' LT

530.9

3 14.5

0'

RT

530.9

3 14.5

0' LT

ESMT

TEMP

75.3

3' LT

531.53

2.000% 2.000%

R/W

PROP

43.0

0' LT

R/W

EXIST

28.3

1' L

T

R/W

PROP

26.5

0'

RT

R/W

EXIST

21.69'

RT

31.50'

RT

RT

E. 9

531.94 40.5

0' LT

531.90 38.5

0' LT

531.46 16.5

0' LT

530.9

6 16.0

0' LT

530.9

6 16.0

0'

RT

531.46 16.5

0'

RT

531.64 25.5

0'

RT

527.16 26.6

7'

RT

529.4

5 47.9

6' LT

535.2

0 59.4

6' LT

ESMT

TEMP

531.24 14.6

7'

RT

531.24 14.6

7' LT

ESMT

TEMP

75.8

9' LT

ESMT

PERM

65.8

9' LT

531.36

2.000% 2.000%

R/W

PROP

43.0

0' LT

R/W

EXIST

28.14' LT

R/W

PROP

26.5

0'

RT

R/W

EXIST

21.86'

RT

ESMT

TEMP

31.50'

RT

RT

E. 9

531.82 40.5

0' LT

531.78 38.5

0' LT

531.62 30.5

0' LT

531.38 18.5

0' LT

531.04 16.0

0' LT

531.28 4.0

0' LT

531.78 3.5

0' LT

531.78 3.5

0'

RT

531.28 4.0

0'

RT

531.04 16.0

0'

RT

531.38 18.5

0'

RT

531.52 25.5

0'

RT

527.5

2 26.6

7'

RT

529.9

5 46.0

9' LT

534.0

1 54.2

2' LT

ESMT

TEMP

76.4

6' LT

ESMT

PERM

66.4

6' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

124+75.00

530 530

540 540

550 550

125+00.00

530 530

540 540

550 550

125+25.00

Station 124+75.00 To Station 125+25.00

RO

UTE 9

X41

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 42: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

531.43

2.000% 2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

ER/W

PROP

43.0

0' LT

R/W

EXIST

27.6

7' LT

R/WPROP

26.5

2'

RT

R/W

EXIST22.4

1' R

T

ESMT

TEMP

81.12'

RT

RT

E. 9

531.95 40.5

0' LT

531.91 38.5

0' LT

531.75 30.5

0' LT

531.63 24.5

0' LT

531.13 24.0

0' LT

531.03 19.0

0' LT

531.11 16.0

0' LT

531.35 4.0

0' LT

531.85 3.5

0' LT

531.85 3.5

0'

RT

531.35 4.0

0'

RT

531.07 17.7

5'

RT

531.41 20.2

6'

RT

531.57 28.3

3'

RT

530.4

5 45.0

0' LT

533.7

1 51.53' LT

ESMT

TEMP

76.6

8' LT

ESMT

PERM

66.6

8' LT

531.51

2.000% 2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

E

R/W

PROP

43.0

0' LT

R/W

EXIST

25.5

3' LT

R/W

PROP

27.7

6'

RT

R/W

EXIST

24.7

6'

RT

RT

E. 9

532.0

3 40.6

1' L

T

531.99 38.6

1' L

T

531.83 30.6

1' L

T

531.70 24.5

0' LT

531.20 24.0

0' LT

531.10 19.0

0' LT

531.19 16.0

0' LT

531.43 4.0

0' LT

531.93 3.5

0' LT

531.93 3.5

0'

RT

531.43 4.0

0'

RT

531.15 17.9

6'

RT

530.9

5 43.8

3' LT

534.16 50.2

5' LT

ESMT

PERM

65.3

5' LT

ESMT

TEMP

75.3

9' LT

80.9

3'

LT

Buildin

g Face

531.58

2.000% 2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

E

80.9

3'

LT

Buildin

g Face

R/W

PROP

43.0

0' LT

R/W

EXIST

22.8

1' L

T

R/W

PROP

29.4

1' R

T

R/W

EXIST

27.4

9'

RT

RT

E. 9

532.0

7 41.16' LT

532.0

3 39.16' LT

531.87 31.20' LT

531.76 25.5

0' LT

531.26 25.0

0' LT

531.16 20.0

0' LT

531.24 17.0

0' LT

531.50 4.0

0' LT

532.0

0 3.5

0' LT

532.0

0 3.5

0'

RT

531.50 4.0

0'

RT

531.22 18.0

0'

RT

531.45 43.0

3' LT

534.8

2 49.7

7' LT

ESMT

PERM

63.3

7' LT

ESMT

TEMP

73.4

0' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

550 550

125+50.00

530 530

540 540

550 550

125+75.00

530 530

540 540

550 550

560 560

126+00.00

Station 125+50.00 To Station 126+00.00

RO

UTE 9

X42

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 43: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

73.6

8'

LT

Buildin

g Face

531.66

2.000% 2.000% 2.000%

73.6

8'

LT

Buildin

g Face

R/W

PROP

43.0

0' LT

R/W

EXIST

20.0

8' LT

R/W

PROP

31.06'

RT

R/W

EXIST

30.2

2'

RT

ESMT

TEMP

95.4

7'

RT

RT

E. 9

532.16 41.70' LT

532.12 39.7

0' LT

531.96 31.70' LT

531.82 24.7

6' LT

531.32 24.2

6' LT

531.32 17.0

0' LT

531.24 20.0

0' LT

531.58 4.0

0' LT

532.0

8 3.5

0' LT

532.0

8 3.5

0'

RT

531.58 4.0

0'

RT

531.30 18.0

0'

RT

531.64 20.5

0'

RT

531.68 22.5

0'

RT

530.4

0 26.3

3'

RT

531.95 42.3

4' LT

535.3

0 49.0

3' LT

ESMT

PERM

61.39' LT

ESMT

TEMP

71.42' LT

70.3

5'

LT

Buildin

g Face

531.73

2.000% 2.000%

70.3

5'

LT

Buildin

g Face

R/W

PROP

42.8

4' LT

R/W

EXIST

17.3

5' LT

R/W

EXIST

32.9

4'

RT

ESMT

TEMP

94.9

2'

RT

RT

E. 9

535.8

3 44.11' L

T

532.0

4 36.5

3' LT

532.0

0 34.5

3' LT

531.83 26.3

2' LT

531.71 20.0

5' LT

531.38 17.5

4' LT

531.65 4.0

0' LT

532.15 3.5

0' LT

532.15 3.5

0'

RT

531.65 4.0

0'

RT

531.37 18.0

0'

RT

531.70 20.5

0'

RT

531.74 22.5

0'

RT

530.5

5 26.0

8'

RT

ESMT

TEMP

58.7

3' LT

71.23'

LT

Buildin

g Face

531.81

2.000% 2.000%

71.23'

LT

Buildin

g Face

R/W

PROP

41.58' LT

R/W

EXIST

14.6

3' LT

R/W

EXIST

35.6

7'

RT

ESMT

TEMP

41.77'

RT

RT

E. 9

536.2

0 43.6

8' LT

532.0

8 35.4

5' LT

532.0

4 33.4

5' LT

531.88 25.4

5' LT

531.78 20.4

5' LT

531.45 17.9

5' LT

531.73 4.0

0' LT

532.2

3 3.5

0' LT

531.73 4.0

0'

RT

532.2

3 3.5

0'

RT

531.45 17.9

9'

RT

531.78 20.5

0'

RT

531.82 22.5

0'

RT

530.9

2 25.2

1' R

T

ESMT

TEMP

55.9

6' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

560 560

126+25.00

530 530

540 540

550 550

560 560

126+50.00

530 530

540 540

550 550

560 560

126+75.00

Station 126+25.00 To Station 126+75.00

RO

UTE 9

X43

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 44: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

531.95

2.000% 2.000%

R/W

PROP

R/W

EXIST

11.9

0' LT

R/W

EXIST

38.3

9'

RT

ESMT

TEMP

44.2

9'

RT

RT

E. 9

531.91 20.8

4' LT

531.57 18.3

4' LT

531.86 4.0

0' LT

532.3

6 3.5

0' LT

532.3

6 3.6

4'

RT

531.86 4.14'

RT

531.54 20.0

0'

RT

531.87 22.5

0'

RT

531.91 24.5

0'

RT

531.13 26.8

5'

RT

532.0

0 21.92' LT

533.8

3 25.5

8' LT

533.8

3 25.8

4' LT

534.0

0 34.2

9' LT

535.0

0 42.4

9' LT

536.0

0 52.2

2' LT

39.3

7' LT

ESMT

TEMP

97.15' LT

ESMT

TEMP

97.15' LT

532.16

2.000% 2.000%

R/W

PROP

R/W

EXIST

9.18' LT

R/W

PROP

54.2

1' R

T

41.12'

RT

RT

E. 95

32.0

4 25.0

3' LT

531.71 22.5

3' LT

532.0

5 5.7

4' LT

532.5

5 5.2

4' LT

532.5

0 7.5

3'

RT

532.0

0 8.0

3'

RT

531.56 29.8

7'

RT

531.90 32.3

7'

RT

531.94 34.3

7'

RT

531.19 36.6

2'

RT

532.0

6 26.0

4' LT

533.4

9 28.9

0' LT

534.9

6 30.4

0' LT

535.13 39.0

6' LT

535.7

0 56.3

1' L

T

536.5

9 83.0

3' LT

537.0

0 95.4

5' LT

45.15' LT

535.4

6 30.4

0' LT

ESMT

TEMP

93.16' LT

R/W

EXIST

533.4

3

533.3

5 23.4

4' LT

533.0

1 20.9

4' LT

2.000% 2.000%

533.2

3 29.3

6'

RT

532.9

0 26.8

6'

RT

533.8

2 5.0

8'

RT

533.3

2 5.5

8'

RT

533.8

5 3.5

8' LT

533.3

5 4.0

8' LT

533.4

5 28.7

0'L

T

533.6

7 39.3

0'L

T

533.7

1 41.30'L

T534.2

5 42.9

3'L

T

R/W

PROP

60.6

7' LT

R/W

EXIST

5.2

5' LT

ESMT

PERM

62.16' LT

R/W

EXIST

44.7

7'

RT

RT

E. 9

532.7

5 32.9

1' R

T

533.2

7 31.36'

RT

ESMT

ELEC

62.8

0' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

560 560

127+00.00

530 530

540 540

550 550

560 560

127+25.00

530 530

540 540

550 550

128+75.00

Station 127+00.00 To Station 128+75.00

RO

UTE 9

X44

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 45: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

533.6

5

533.6

2 20.5

0' LT

533.2

9 18.0

0' LT

2.000% 2.000%

533.5

8 22.4

1' R

T

533.2

5 19.9

1' R

T

533.6

2 24.4

5'

RT

533.7

2 29.5

3'

RT

534.0

9 2.5

0'

RT

533.5

9 3.0

0'

RT

534.0

9 2.5

0' LT

533.5

9 3.0

0' LT

533.7

2 25.5

0'L

T

533.9

2 35.5

0'L

T

533.9

6 37.5

0'L

T533.6

5 38.4

4'L

T

533.7

6 31.53'R

T

533.10 33.5

2'R

T

R/W

PROP

39.0

0' LT

R/W

EXIST

5.9

5' LT

R/W

EXIST

44.0

7'

RT

RT

E. 9

533.8

6

533.8

3 20.5

0' LT

533.5

0 18.0

0' LT

2.000% 2.000%

533.8

3 20.5

0'

RT

533.5

0 18.0

0'

RT

533.8

7 22.5

0'

RT

533.9

7 27.5

0'

RT

534.3

0 2.5

0' LT

533.8

0 3.0

0' LT

533.8

0 3.0

0'

RT

534.3

0 2.5

0'

RT

533.9

3 25.5

0'L

T

534.13 35.5

0'L

T

534.17 37.5

0'L

T

533.7

2 38.8

6'L

T

534.0

1 29.5

0'R

T533.6

4 30.6

0'R

T

R/W

PROP

39.0

0' LT

R/W

EXIST

6.5

4' LT

R/W

EXIST

43.4

6'

RT

RT

E. 9

ESMT

ELEC

89.7

6' LT

59.7

7' LT

ESMT

PERM

534.0

7

534.0

4 20.5

0' LT

533.7

1 18.0

0' LT

2.000% 2.000%

534.0

4 20.5

0'

RT

533.7

1 18.0

0'

RT

534.0

8 22.5

0'

RT

534.18 27.5

0'

RT

534.5

1 2.5

0'

RT

534.0

1 3.0

0'

RT

534.5

1 2.5

0' LT

534.0

1 3.0

0' LT

534.2

2 29.5

0'R

T534.11 29.8

3'R

T

534.14 25.5

0'L

T

534.3

4 35.5

0'L

T

534.3

8 37.5

0'L

T

R/W

PROP

39.0

0' LT

R/W

EXIST

6.9

3' LT

ESMT

PERM

61.43' LT

R/W

EXIST

43.0

8'

RT

RT

E. 9

532.8

8 42.0

0' LT

534.7

4 45.7

2' LT

ESMT

ELEC

81.30' LT

ESMT

ELEC

91.92' LT

ESMT

ELEC

49.0

0' LT

534.2

8

534.2

6 20.5

0' LT

533.9

2 18.0

0' LT

2.000% 2.000%

534.2

6 20.5

0'

RT

533.9

2 18.0

0'

RT

534.3

0 22.5

0'

RT

534.4

0 27.5

0'

RT

534.2

2 3.0

0' LT

534.7

2 2.5

0' LT

534.7

2 2.5

0'

RT

534.2

2 3.0

0'

RT

534.6

0 37.5

0'L

T

534.5

6 35.5

0'L

T

534.3

6 25.5

0'L

T

534.4

4 29.5

0'R

T

534.5

5 29.8

6'R

T

R/W

PROP

39.0

0' LT

R/W

EXIST

7.3

4' LT

ESMT

PERM

62.8

2' LT

R/W

EXIST

42.6

6'

RT

RT

E. 9

532.7

6 43.0

1' L

T

536.3

7 50.2

3' LT

ESMT

ELEC

72.5

1' L

T

ESMT

ELEC

83.17' LT

ESMT

ELEC

49.0

0' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

560 560

129+00.00

530 530

540 540

550 550

129+25.00

530 530

540 540

550 550

129+50.00

530 530

540 540

550 550

129+75.00

Station 129+00.00 To Station 129+75.00

RO

UTE 9

X45

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 46: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

534.5

3

534.5

0 20.5

0' LT

534.17 18.0

0' LT

2.000% 2.000%

534.5

0 20.5

0'

RT

534.17 18.0

0'

RT

534.5

4 22.5

0'

RT

534.6

4 27.5

0'

RT

534.6

0 25.5

0'L

T

534.8

0 35.5

0'L

T

534.8

4 37.5

0'L

T

534.6

8 29.5

0'R

T

535.0

0 30.4

6'R

T

R/W

PROP

39.0

0' LT

R/W

EXIST

7.8

1' L

T

ESMT

PERM

63.9

4' LT

R/W

EXIST

42.2

0'

RT

RT

E. 9

534.4

7 3.0

0' LT

534.9

7 2.5

0' LT

534.4

7 3.0

0'

RT

534.9

7 2.5

0'

RT

532.6

3 44.13' LT

537.0

9 53.0

4' LT

ESMT

ELEC

74.0

9' LT

ESMT

ELEC

49.0

0' LT

ESMT

ELEC

63.3

8' LT

534.8

0

534.7

8 20.5

0' LT

534.4

4 18.0

0' LT

2.000% 2.000%

534.7

8 20.5

0'

RT

534.4

4 18.0

0'

RT

534.8

2 22.5

0'

RT

534.9

2 27.5

0'

RT

534.9

6 29.5

0'R

T

535.3

5 30.6

7'R

T

534.8

8 25.5

0'L

T

535.0

8 35.5

0'L

T

535.12 37.5

0'L

T

R/W

PROP

39.0

0' LT

R/W

EXIST

8.3

4' LT

ESMT

PERM

64.7

9' LT

R/W

EXIST

41.67'

RT

RT

E. 9

534.7

4 3.0

0' LT

535.2

4 2.5

0' LT

535.2

4 2.5

0'

RT

534.7

4 3.0

0'

RT

532.5

1 45.3

2' LT

537.9

5 56.2

0' LT

ESMT

ELEC

49.0

0' LT

ESMT

ELEC

53.9

1' L

T

ELEC

ESMT

64.6

6' LT

535.0

8

535.0

6 20.2

9' LT

534.7

3 17.7

9' LT

2.000% 2.000% 534.7

2 17.8

9'

RT

534.7

2 17.8

9'

RT

SID

E

RO

AD

MA

TC

HLIN

E

535.16 25.2

9'L

T

535.3

6 35.2

9'L

T

535.4

0 37.2

9'L

T

R/W

PROP

38.7

9' LT

R/W

EXIST

8.9

2' LT

ESMT

PERM

65.3

7' LT

R/W

EXIST

41.10'

RT

ESMT

TEMP

71.00'

RT

RT

E. 9

532.8

4 44.9

7' LT

538.6

4 56.5

7' LT

ESMT

ELEC

54.8

8' LT

535.3

6

535.3

5 19.4

1' L

T

535.0

2 16.9

1' L

T

2.000% 2.000%

535.3

4 20.2

7'

RT

535.0

0 17.7

7'

RT

535.3

8 22.2

7'

RT

535.4

8 27.2

7'

RT

535.5

7 29.3

1'R

T535.8

7 30.2

1'R

T

535.4

5 24.4

1'LT

535.6

5 34.4

1'LT

535.6

9 36.4

1'LT

R/W

PROP

37.9

3' LT

R/W

EXIST

9.5

6' LT

ESMT

PERM

65.6

9' LT

R/W

EXIST

40.4

6'

RT

RT

E. 9

533.2

5 43.7

4' LT

539.5

9 56.4

2' LT

ESMT

ELEC

47.9

4' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

540 540

550 550

130+00.00

540 540

550 550

130+25.00

530 530

540 540

550 550

130+50.00

540 540

550 550

130+75.00

Station 130+00.00 To Station 130+75.00

RO

UTE 9

X46

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 47: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

535.6

3

535.6

4 18.3

1' L

T

535.3

1 15.8

1' L

T

2.000% 2.000%

535.6

1 19.9

4'

RT

535.2

8 17.4

4'

RT

535.6

5 21.94'

RT

535.7

5 26.9

4'

RT

535.7

9 28.9

4'R

T

535.9

2 29.3

3'R

T

535.7

4 23.3

1'LT

535.9

4 33.3

2'L

T

535.9

8 35.3

2'L

T

R/W

PROP

36.8

3' LT

R/W

EXIST

10.2

5' LT

ESMT

PERM

65.7

4' LT

R/W

EXIST

39.7

7'

RT

RT

E. 9

533.6

7 42.2

7' LT

ESMT

ELEC

46.8

4' LT

535.8

3

535.8

6 17.3

5' LT

535.5

3 14.8

5' LT

2.000% 2.000%

535.8

2 19.4

6'

RT

535.4

9 16.9

6'

RT

535.8

6 21.46'

RT

535.9

6 26.4

6'

RT

535.9

6 22.3

5'L

T

536.16 32.3

6'L

T

536.2

0 34.3

6'L

T

536.0

0 28.4

6'R

T536.0

8 28.6

9'R

T

R/W

PROP

35.8

7' LT

R/W

EXIST

10.9

9' LT

ESMT

PERM

65.5

2' LT

R/W

EXIST

39.0

3'

RT

RT

E. 9

534.0

9 40.7

1' L

T

540.4

8 53.4

9' LT

ESMT

ELEC

45.8

7' LT

535.9

5

536.0

1 16.5

3' LT

535.6

7 14.0

3' LT

2.000% 2.000%

535.9

6 18.8

3'

RT

535.6

3 16.3

3'

RT

536.0

0 20.8

3'

RT

536.10 25.8

4'

RT

536.14 27.8

4'R

T536.2

2 28.0

6'R

T

536.11 21.53'L

T

536.3

1 31.54'L

T

536.3

5 33.5

4'L

T

R/W

PROP

35.0

4' LT

R/W

EXIST

11.7

9' LT

ESMT

PERM

65.0

4' LT

R/W

EXIST

38.2

3'

RT

RT

E. 9

534.5

0 39.0

8' LT

540.5

1 51.09' LT

ESMT

ELEC

45.0

5' LT

536.0

1

536.0

7 15.8

5' LT

535.7

4 13.3

5' LT

2.000% 2.000%

536.0

3 18.0

6'

RT

535.6

9 15.5

6'

RT

536.0

7 20.0

6'

RT

536.17 25.0

7'

RT

536.17 20.8

5'L

T

536.3

7 30.8

5'L

T

536.4

1 32.8

5'L

T

536.2

1 27.0

6'R

T

R/W

PROP

34.3

6' LT

R/W

EXIST

12.6

5' LT

ESMT

PERM

64.17' LT

R/W

EXIST

37.3

8'

RT

RT

E. 9

534.9

1 37.3

5' LT

540.7

2 48.9

7' LT

ESMT

ELEC

44.3

6' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

540 540

550 550

131+00.00

540 540

550 550

131+25.00

540 540

550 550

131+50.00

540 540

550 550

131+75.00

Station 131+00.00 To Station 131+75.00

RO

UTE 9

X47

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 48: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

535.9

8536.0

6 15.3

1' L

T

535.7

2 12.8

1' L

T

2.000% 2.000%

536.0

2 17.15'

RT

535.6

9 14.6

5'

RT

536.0

6 19.15'

RT

536.16 24.15'

RT

536.4

0 32.3

1'LT

536.3

6 30.3

1'LT

536.16 20.3

1'LT

536.2

0 26.15'R

T536.3

3 26.5

4'R

T

R/W

PROP

33.8

1' L

T

R/W

EXIST

13.5

6' LT

ESMT

PERM

62.9

7' LT

R/W

EXIST

36.4

7'

RT

RT

E. 9

534.7

8 37.16' LT

540.2

5 48.11' L

T

ESMT

ELEC

43.8

1' L

T

535.8

8535.9

7 14.9

0' LT

535.6

3 12.4

0' LT

2.000% 2.000% 535.6

1 13.5

8'

RT

535.6

1 13.5

8'

RT

SID

E

RO

AD

MA

TC

HLIN

E

536.0

7 19.9

0'L

T

536.2

7 29.9

1'LT

536.3

1 31.91'LT

R/W

PROP

33.4

1' L

T

R/W

EXIST

14.5

3' LT

ESMT

PERM

61.75' LT

R/W

EXIST

35.5

1' R

T

RT

E. 9

534.6

5 36.8

7' LT

540.0

4 47.6

6' LT

ESMT

ELEC

43.4

1' L

T

535.7

1535.8

0 14.6

4' LT

535.4

6 12.14' LT

2.000% 2.000% 535.4

6 12.5

1' R

T535.4

6 12.5

1' R

T

SID

E

RO

AD

MA

TC

HLIN

E

535.9

0 19.6

4'L

T

536.10 29.6

4'L

T

536.14 31.64'L

T

R/W

PROP

33.14' LT

R/W

EXIST

15.5

4' LT

ESMT

PERM

60.5

2' LT

R/W

EXIST

34.5

0'

RT

ESMT

TEMP

40.6

5'

RT

RT

E. 9

534.5

2 36.4

9' LT

539.6

3 46.7

0' LT

ESMT

ELEC

43.14' LT

ESMT

ELEC

36.8

8'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

540 540

550 550

560 560

132+00.00

530 530

540 540

550 550

560 560

132+25.00

530 530

540 540

550 550

560 560

132+50.00

Station 132+00.00 To Station 132+50.00

RO

UTE 9

X48

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 49: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

535.4

6

535.5

5 14.5

1' L

T535.2

2 12.0

1' L

T

2.000% 2.000%

535.2

2 12.0

1' R

T

535.6

5 19.5

1'LT

535.8

5 29.5

1'LT

535.8

9 31.51'LT

R/W

PROP

33.0

1' L

T

R/W

EXIST

16.6

2' LT

ESMT

PERM

59.3

2' LT

R/W

EXIST

33.4

3'

RT

RT

E. 9

534.3

9 36.0

1' L

T

538.5

4 44.3

2' LT

ESMT

ELEC

43.0

1' L

T

ESMT

ELEC

50.17'

RT

534.8

2 20.0

1' R

T535.3

2 20.5

1' R

T535.3

6 22.5

1' R

T535.3

1 22.6

5'

RT

535.13

535.2

2 14.5

0' LT

534.8

9 12.0

0' LT

2.000% 2.000%

534.8

9 12.0

0'

RT

535.3

2 19.5

0'L

T

535.5

2 29.5

0'L

T

535.5

6 31.50'L

T

R/W

PROP

33.0

0' LT

R/W

EXIST17.7

4' LT

ESMT

PERM

57.3

8' LT

R/W

EXIST

32.3

1' R

T

RT

E. 9

534.0

6 36.0

0' LT

537.3

5 42.5

7' LT

ESMT

ELEC

43.0

0' LT

534.4

9 20.0

0'

RT

534.9

9 20.5

0'

RT

535.0

3 22.5

0'

RT

534.8

5 23.0

3'

RT

534.7

3

534.8

2 14.5

0' LT

534.4

9 12.0

0' LT

2.000% 2.000%

534.4

9 12.0

0'

RT

534.9

2 19.5

0'L

T

535.12 29.5

1'LT

535.16 31.50'L

T

R/W

PROP

33.0

0' LT

R/W

EXIST

18.9

3' LT

ESMT

PERM55.17' LT

R/W

EXIST

31.13'

RT

RT

E. 9

533.6

6 36.0

0' LT

535.9

8 40.6

4' LT

ESMT

43.0

0' LT

ELEC

534.0

9 20.0

0'

RT

534.5

9 20.5

0'

RT

534.6

3 22.5

0'

RT

534.3

7 23.2

9'

RT

534.2

5

534.3

5 14.5

0' LT

534.0

1 12.0

0' LT

2.000% 2.000%

534.0

1 12.0

0'

RT

534.4

5 19.5

0'L

T

534.6

5 29.5

0'L

T

534.6

9 31.50'L

T

R/W

PROP

33.0

0' LT

R/W

EXIST

20.16' LT

ESMT

PERM

52.6

8' LT

R/W

EXIST

29.9

0'

RT

RT

E. 9

532.9

5 36.7

2' LT

534.4

5 39.7

2' LT

ESMT

ELEC

43.0

0' LT

533.6

1 20.0

0'

RT

534.11 20.5

0'

RT

534.15 22.5

0'

RT

533.7

4 23.7

4'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

540 540

550 550

132+75.00

530 530

540 540

550 550

133+00.00

530 530

540 540

550 550

133+25.00

530 530

540 540

550 550

133+50.00

Station 132+75.00 To Station 133+50.00

RO

UTE 9

X49

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 50: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

533.7

5

533.8

4 14.5

0' LT

533.5

1 12.0

0' LT

2.000% 2.000% 533.5

1 12.0

0'

RT

533.5

1 12.0

0'

RT

SID

E

RO

AD

MA

TC

HLIN

E

533.9

4 19.5

0'L

T

534.14 29.5

0'L

T

534.18 31.50'L

T

R/W

PROP

33.0

0' LT

R/W

EXIST

21.45' LT

ESMT

PERM

51.85' LT

R/W

EXIST

28.6

2'

RT

ESMT

TEMP

63.4

3'

RT

RT

E. 9

531.92 38.2

9' LT

533.4

2 41.29' LT

ESMT

ELEC

43.0

0' LT

533.2

5

533.3

4 14.5

0' LT

533.0

1 12.0

0' LT

2.000% 2.000%

533.0

1 12.0

0'

RT

533.4

4 19.5

0'L

T

533.6

4 29.5

0'L

T

533.6

8 31.50'L

T

R/W

PROP

33.0

0' LT

R/W

EXIST22.6

7' LT

ESMT

PERM

53.9

6' LT

R/W

EXIST

27.3

5'

RT

ESMT

TEMP

43.0

6'

RT

ESMT

TEMP

70.9

0'

RT

RT

E. 9

530.6

9 40.4

7' LT

532.19 43.4

7' LT

ESMT

ELEC

43.0

0' LT

24.18' LT

R/W

EXIST

532.6

1 20.0

0'

RT

533.11 20.5

0'

RT

533.15 22.5

0'

RT

532.6

9 23.8

7'

RT

532.7

4

532.8

3 14.5

0' LT

532.5

0 12.0

0' LT

2.000% 2.000%

532.5

0 12.0

0'

RT

532.9

3 19.5

0'L

T

533.13 29.5

0'L

T

533.17 31.50'L

T

R/W

PROP

33.0

0' LT

R/W

EXIST

23.6

9' LT

ESMT

PERM

55.8

9' LT

R/W

EXIST

26.3

4'

RT

ESMT

TEMP

30.3

5'

RT

RT

E. 9

529.5

8 42.2

9' LT

531.08 45.2

9' LT

ESMT

ELEC

43.0

0' LT

532.10 20.0

0'

RT

532.6

0 20.5

0'

RT

532.6

4 22.5

0'

RT

532.17 23.9

2'

RT

532.2

4

532.3

3 14.5

0' LT

532.0

0 12.0

0' LT

2.000% 2.000%

532.6

7 31.50'L

T532.6

3 29.5

0'L

T

532.4

3 19.5

0'L

T

R/W

PROP

33.0

0' LT

R/W

EXIST

24.4

0' LT

ESMT

PERM

59.6

1' L

T

R/W

EXIST

25.6

1' R

T

ESMT

TEMP

31.11'

RT

RT

E. 9

529.0

4 42.3

9' LT

530.5

4 45.3

9' LT

ESMT

ELEC

43.0

0' LT

532.0

0 12.0

0'

RT

531.60 20.0

0'

RT

532.10 20.5

0'

RT

532.14 22.5

0'

RT

531.53 24.3

2'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

550 550

133+75.00

530 530

540 540

550 550

134+00.00

530 530

540 540

550 550

134+25.00

530 530

540 540

550 550

134+50.00

Station 133+75.00 To Station 134+50.00

RO

UTE 9

X50

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 51: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

531.73

531.49 12.0

0' LT

2.000% 2.000%

SID

E

RO

AD

MA

TC

HLIN

E

531.49 12.0

0'

RT

R/W

PROP

33.0

0' LT

R/W

EXIST

24.8

4' LT

ESMT

PERM

62.4

1' L

T

R/W

EXIST

25.16'

RT

ESMT

TEMP

31.86'

RT

RT

E. 9

ESMT

ELEC

43.0

0' LT

531.09 20.0

0'

RT

531.59 20.5

0'

RT

531.63 22.5

0'

RT

530.7

7 25.0

7'

RT

531.21

531.31 14.5

0' LT

530.9

7 12.0

0' LT

2.000% 2.000%

530.9

7 12.0

0'

RT

531.41 19.5

0'L

T

531.61 29.5

0'L

T

531.65 31.50'L

T

R/W

PROP

33.0

0' LT

R/W

EXIST

25.0

2' LT

ESMT

PERM

62.0

6' LT

R/W

EXIST

24.9

8'

RT

ESMT

TEMP

25.0

9'

RT

RT

E. 9

527.2

6 44.6

7' LT

528.7

6 47.6

7' LT

ELEC

ESMT

43.0

0' LT

530.5

7 20.0

0'

RT

531.07 20.5

0'

RT

531.11 2

2.5

0'

RT

530.0

5 25.7

1' R

T

29.9

8'

RT

530.6

8

530.7

8 14.5

0' LT

530.4

4 12.0

0' LT

2.000% 2.000%

530.4

4 12.0

0'

RT

530.8

8 19.5

0'L

T

531.08 29.5

0'L

T

531.12 31.50'L

T

R/W

PROP

33.0

0' LT

R/W

EXIST

25.0

1' L

T

ESMT

PERM

63.7

2' LT

R/W

EXIST

24.9

9'

RT

RT

E. 9

526.0

3 46.7

6' LT

527.5

3 49.7

6' LT

ESMT

ELEC

43.0

0' LT

530.12 18.5

0'

RT

530.6

2 19.0

0'

RT

530.6

6 21.00'

RT

529.7

1 23.8

3'

RT

ESMT

TEMP

29.9

9'

RT

530.13

530.2

3 14.5

0' LT

529.8

9 12.0

0' LT

2.000% 2.000%

529.8

9 12.0

0'

RT

530.5

3 29.5

0'L

T

530.6

3 34.5

0'L

T

530.3

3 19.5

0'L

T

R/W

PROP

33.0

0' LT

R/W

EXIST

25.0

1' L

T

ESMT

PERM

65.3

8' LT

R/W

EXIST

24.9

9'

RT

ESMT

TEMP

29.9

9'

RT

RT

E. 9

524.18 49.4

4' LT

525.7

0 52.5

0' LT

ESMT

ELEC

43.0

0' LT

529.6

4 17.0

0'

RT

530.14 17.5

0'

RT

530.18 19.5

0'

RT

528.2

5 25.2

9'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

530 530

540 540

134+75.00

530 530

540 540

135+00.00

530 530

540 540

135+25.00

530 530

540 540

135+50.00

Station 134+75.00 To Station 135+50.00

RO

UTE 9

X51

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 52: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

529.5

7

529.6

6 14.5

0' LT

529.3

3 12.0

0' LT

2.000% 2.000% 529.3

3 12.0

0'

RT

529.7

6 19.5

0'L

T

529.9

6 29.5

0'L

T

530.0

6 34.5

0'L

T

R/W

PROP

33.0

0' LT

R/W

EXIST

25.0

0' LT

ESMT

PERM

67.0

4' LT

R/W

EXIST25.0

0'

RT

ESMT

TEMP

33.0

4'

RT

RT

E. 9

522.0

3 52.13' LT

523.7

0 55.4

8' LT

ESMT

ELEC

43.0

0' LT

529.15 15.5

0'

RT

529.6

5 16.0

0'

RT

529.6

9 18.0

0'

RT

525.8

1 29.6

4'

RT

528.9

9

529.0

8 14.5

0' LT

528.7

5 12.0

0' LT

2.000% 2.000%

529.0

8 14.5

0'

RT

528.7

5 12.0

0'

RT

529.18 19.5

0'R

T

523.0

4 31.77'R

T

529.18 19.5

0'L

T

529.3

8 29.5

0'L

T

529.4

8 34.5

0'L

T

R/W

PROP

33.0

0' LT

R/W

EXIST24.9

9' LT

ESMT

PERM

69.3

3' LT

R/W

EXIST

25.0

1' R

T

ESMT

TEMP

38.5

1' R

T

RT

E. 9

519.3

3 54.8

1' L

T

520.8

3 57.8

1' L

T

ESMT

ELEC

43.4

2' LT

528.3

9

528.4

8 14.5

6' LT

528.15 12.0

6' LT

2.000% 2.000%

528.4

8 14.5

0'

RT

528.15 12.0

0'

RT

528.8

8 34.5

0'L

T

528.7

8 29.5

0'L

T

528.5

8 19.5

0'L

T

528.5

8 19.5

0'R

T

520.4

2 35.8

3'R

T

R/W

PROP

33.0

0' LT

R/W

EXIST

26.9

6' LT

ESMT

PERM

72.4

3' LT

R/W

EXIST

25.0

2'

RT

RT

E. 9

516.8

4 58.5

7' LT

518.3

4 61.57' LT

ESMT

ELEC

53.2

9' LT

46.16'

RT

ESMT

PERM

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

135+75.00

520 520

530 530

540 540

136+00.00

520 520

530 530

540 540

136+25.00

Station 135+75.00 To Station 136+25.00

RO

UTE 9

X52

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 53: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

527.7

8

527.7

8 18.7

3' LT

527.4

5 16.2

3' LT

2.000% 2.000%

527.8

7 14.5

0'

RT

527.5

4 12.0

0'

RT

517.0

9 41.25'R

T

527.9

7 19.5

0'R

T

528.10 34.5

0'L

T

R/W

EXIST

33.5

1' L

T

ESMT

PERM

74.0

3' LT

25.0

2'

RT

RT

E. 9

528.0

0 29.5

0' LT

527.8

0 19.5

0' LT

515.7

1 59.2

7' LT

517.2

1 62.2

7' LT

51.24'

RT

ESMT

PERM

35.0

9'

RT

ESMT

ELEC

63.16' LT

EXISTEXIST

R/W

ESMT

PERM

527.15

526.9

3 30.3

7' LT

526.6

0 27.8

7' LT

2.000% 2.000%

526.9

6 32.0

0' LT

527.2

5 14.5

0'

RT

526.9

1 12.0

0'

RT

527.0

6 37.0

0'L

T

527.3

5 19.5

0'R

T

516.9

2 40.3

4'R

T

R/W

EXIST

45.3

8' LT

ESMT

PERM

73.9

7' LT

R/W

EXIST

33.4

0'

RT

RT

E. 9

515.0

2 61.09' LT

516.5

2 64.0

9' LT

ESMT

PERM

56.3

1' R

T

ESMT

PERM

40.3

6'

RT

ESMT

ELEC

48.3

7' LT

526.5

3

2.000%

526.6

2 14.5

0'

RT

526.2

9 12.0

0'

RT

2:1

526.7

2 19.5

0'R

T

515.4

3 42.0

8'R

T526.3

1 11.2

6'L

T

R/W

EXIST

64.3

8' LT

ESMT

PERM73.9

0' LT

R/W

EXIST

33.2

3'

RT

RT

E. 9

ESMT

PERM

45.6

3'

RT

ESMT

PERM

61.39'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

520 520

530 530

540 540

136+50.00

520 520

530 530

540 540

136+75.00

510 510

520 520

530 530

540 540

137+00.00

Station 136+50.00 To Station 137+00.00

RO

UTE 9

X53

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 54: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

525.9

1

2.000%

526.0

0 14.5

0'

RT

525.6

7 12.0

0'

RT

2:1

526.10 19.5

0'R

T

513.7

0 44.3

1'R

T

525.8

2 4.7

0'L

T

R/W

EXIST

95.3

7' LT

R/W

EXIST

33.0

6'

RT

RT

E. 9

ESMT

PERM

66.4

6'

RT

ESMT

PERM

50.9

0'

RT

ESMT

TEMP

49.3

3'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

00 5050 100100 150150

510 510

520 520

530 530

540 540

137+25.00 Station 137+25.00 To Station 137+25.00

RO

UTE 9

X54

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Page 55: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

10+00.00

530 530

540 540

550 550

10+25.00

530 530

540 540

550 550

10+50.00

520 520

530 530

540 540

550 550

10+75.00

Station 10+00.00 To Station 10+75.00

GA

VER MIL

L R

OA

D

X55

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

533.2

0

GA

VE

R2

533.2

7 15.4

3' LT

532.9

4 12.9

3' LT

2.000% 2.000%3:1

533.2

6 15.9

9'

RT

532.9

3 13.4

9'

RT

533.5

3 29.2

2'

RT

3:1

533.4

8 25.7

1' L

T

528.7

5 39.9

1' L

T

R/W

EXIST

6.0

8' LT

R/W

PROP

29.2

2'

RT

R/W

EXIST

23.9

2'

RT

532.4

0

GA

VE

R2

532.0

2 19.0

0' LT

532.2

0 10.0

0' LT

-2.00% -2.00% +2.00%

3:1

526.7

5 34.8

1' L

T

R/W

PROP26.6

1' L

TR/W

EXIST

5.6

7' LT

R/W

PROP

24.5

3'

RT

R/W

EXIST

24.3

3'

RT

ESMT

TEMP

29.5

5'

RT

532.2

9 18.0

0'

RT

532.7

9 18.5

0'

RT

532.9

2 24.9

3'

RT

528.5

0 26.0

9'

RT

ESMT

TEMP

39.9

1' L

T

531.07

GA

VE

R2

530.6

9 19.0

0' LT

2.000%

530.8

7 10.0

0' LT

2.000% 2.000%

3:1

524.9

7 36.16' LT

R/W

PROP

20.0

0' LT

R/W

EXIST

5.2

7' LT

ESMT

TEMP

41.17' LT

24.7

3'

RT

530.8

7 10.0

0'

RT

530.7

1 12.0

0'

RT

531.21 12.5

0'

RT

531.43 23.5

0'

RT

531.47 25.7

4'

RT

527.4

3 26.9

1' R

T

ESMT

PERM

45.8

1' R

T

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 56: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

520 520

530 530

540 540

11+00.00

520 520

530 530

540 540

11+25.00

520 520

530 530

540 540

11+50.00

Station 11+00.00 To Station 11+50.00

GA

VER MIL

L R

OA

D

X56

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

529.2

4

GA

VE

R2

-2.00% -2.00%

3:1

529.0

4 10.0

0' LT

529.3

7 12.5

0'

RT

529.0

4 10.0

0'

RT

528.8

8 18.0

0' LT

528.8

6 19.0

0' LT

523.8

2 34.12' LT

R/W

PROP

20.0

0' LT

R/W

EXIST

4.8

7' LT

ESMT

TEMP

40.7

1' L

T

R/W

EXIST25.14'

RT

527.3

2.8

4 26.6

8'

RT

529.5

9 23.5

2'

RT

529.6

3 25.5

2'

RT

527.2

6

GA

VE

R2

-2.00% -2.00% +2.00%

3:1

527.0

6 10.0

0' LT

527.2

2 18.0

0'

RT

527.8

2 23.5

0'

RT

527.7

2 18.5

0'

RT

527.8

6 25.5

0'

RT

526.9

0 18.0

0' LT

526.8

8 19.0

0' LT

522.6

6 31.68' LT

R/W

PROP20.0

0' LT

R/W

EXIST

4.8

8' LT

ESMT

TEMP

36.7

2' LT

R/W

EXIST

25.13'

RT

ESMT

TEMP

32.8

8'

RT

526.9

5 26.6

7'

RT

525.4

8

GA

VE

R2

525.10 19.0

0' LT

2.000%

525.2

8 10.0

0' LT

2.000% 2.000% 2.000%

3:1521.77 28.9

8' LT

525.9

4 18.5

0'

RT

525.4

4 18.0

0'

RT

526.0

4 23.5

0'

RT

526.0

6 24.5

0'

RT

526.3

7 25.4

3'

RT

R/W

PROP

20.0

0' LT

R/W

EXIST

6.10' LT

ESMT

TEMP

33.9

9' LT

R/W

PROP

24.5

0'

RT

R/W

EXIST

23.9

8'

RT

527.0

4 26.5

5'

RT

ESMT

32.3

0'

RT

TEMP

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 57: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

520 520

530 530

540 540

11+75.00

520 520

530 530

540 540

12+00.00

520 520

530 530

12+25.00

520 520

530 530

12+50.00

520 520

12+75.00

Station 11+75.00 To Station 12+75.00

GA

VER MIL

L R

OA

D

X57

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

523.7

8

GA

VE

R2

523.5

5 11.0

0' LT

523.5

7 10.0

0' LT

2.126% 2.000%3:1

521.36 17.5

6' LT

523.5

6 11.0

0'

RT

523.5

8 10.0

0'

RT

R/W

PROP

17.9

3' LT

R/W

EXIST

8.5

4' LT

ESMT

TEMP

22.9

7' LT

R/W

EXIST

21.68'

RT

527.0

4 24.9

2'

RT

525.3

4 23.7

5'

RT

ESMT

TEMP

30.6

0'

RT

522.0

8

GA

VE

R2

521.70 10.18' LT

521.74 9.18' LT

3.697% 2.000%

521.86 10.6

4' LT

521.88 10.2

5'

RT

521.90 9.2

5'

RT

525.3

9 20.7

8'

RT

R/W

PROP

15.0

0' LT

R/W

EXIST

11.7

4' LT

520.3

8

GA

VE

R2

519.9

1 8.9

4' LT

519.9

6 7.9

4' LT

5.269% 2.000%

519.9

5 9.0

6' LT

520.2

0 9.0

4'

RT

520.2

2 8.0

4'

RT

520.4

4 9.7

5'

RT

R/W

EXIST

14.2

2' LT

518.6

8

GA

VE

R2

518.15 7.7

3' LT

518.2

2 6.7

3' LT

6.840% 1.900%

518.2

2 7.9

4' LT

518.5

3 7.8

2'

RT

518.5

5 6.8

2'

RT

3:1

R/W

EXIST

15.8

9' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 58: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

530 530

540 540

550 550

300+00.00

530 530

540 540

550 550

300+25.00

530 530

540 540

550 550

300+50.00

530 530

540 540

550 550

300+75.00

Station 300+00.00 To Station 300+75.00

EAST R

OU

ND

AB

OU

T

X58

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

2.000%APRON

2% TRUCK

532.6

7 0.0

0'

SID

E

RO

AD

MA

TC

HLIN

E

532.2

3 21.75'

RT

533.15 12.0

0' LT

533.6

5 12.5

0' LT

534.18 40.0

0' LT

532.9

2 0.5

8' LT

2.000%APRON

2% TRUCK

532.4

8 28.6

4'

RT

532.8

1 31.14'

RT

532.8

5 33.14'

RT

531.25 36.3

5'

RT

533.0

5 0.0

0'

533.3

0 0.5

8' LT

533.5

3 12.0

0' LT

534.0

3 12.5

0' LT

534.18 40.0

0' LT

R/W

49.7

0'

RT

EXIST

R/W

32.2

2'

RT

2.000%APRON

2% TRUCK

532.2

4 24.8

8'

RT

SID

E

RO

AD

MA

TC

HLIN

E

532.7

4 0.0

0'

534.18 40.0

0' LT

533.7

2 12.5

0' LT

533.2

2 12.0

0' LT

532.9

9 0.5

8' LT

R/W

52.3

3'

RT

R/W

EXIST

35.5

3'

RT

ESMT

PERM

61.77'

RT

ESMT

TEMP

75.6

7'

RT

2.000%APRON

2% TRUCK

531.99 24.4

4'

RT

SID

E

RO

AD

MA

TC

HLIN

E

532.4

8 0.0

0'

532.7

3 0.5

8' LT

533.4

6 12.5

0' LT

532.9

6 12.0

0' LT

534.18 40.0

0' LT

R/W

EXIST

70.2

1' R

T

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 59: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

530 530

540 540

550 550

301+00.00

530 530

540 540

550 550

301+25.00

530 530

540 540

550 550

301+50.00

530 530

540 540

550 550

301+75.00

Station 301+00.00 To Station 301+75.00

EAST R

OU

ND

AB

OU

T

X59

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

2.000%APRON

2% TRUCK532.4

1 30.0

8'

RT

532.7

4 32.5

8'

RT

532.7

8 34.5

8'

RT

532.3

7 35.4

1' R

T

533.0

1 0.0

0'

534.18 40.0

0' LT

533.9

9 12.5

0' LT

533.4

9 12.0

0' LT

533.2

6 0.5

8' LT

R/W

EXIST

50.15'

RT

R/W

EXIST

50.15'

RT

2.000%APRON

2% TRUCK

533.3

9 21.92'

RT

SID

E

RO

AD

MA

TC

HLIN

E

533.8

3 0.0

0'

534.0

8 0.5

8' LT

534.3

1 12.0

0' LT

534.8

1 12.5

0' LT

534.18 40.0

0' LT

5.9

7'

RT

R/W

EXIST

2.000%APRON

2% TRUCK

532.8

4 25.8

9'

RT

SID

E

RO

AD

MA

TC

HLIN

E

533.3

6 0.0

0'

534.3

4 12.5

0' LT

533.8

4 12.0

0' LT

534.18 40.0

0' LT

533.6

1 0.5

8' LT

35.2

3' LT

R/W

EXIST

35.2

3' LT

R/W

60.4

2'

RT

ESMT

ELEC

68.8

8'

RT

2.000%APRON

2% TRUCK

531.73 22.5

3'

RT

SID

E

RO

AD

MA

TC

HLIN

E

532.18 0.0

0'

532.4

3 0.5

8' LT

532.6

6 12.0

0' LT

533.16 12.5

0' LT

534.18 40.0

0' LT

R/W

64.6

8'

RT

R/W

EXIST

36.8

6' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 60: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

530 530

540 540

550 550

302+00.00

530 530

540 540

550 550

302+25.00

530 530

540 540

550 550

302+50.00

Station 302+00.00 To Station 302+50.00

EAST R

OU

ND

AB

OU

T

X60

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

2.000%APRON

2% TRUCK

531.35 20.0

0'

RT

531.68 22.5

0'

RT

531.78 27.5

0'

RT

531.94 35.5

0'

RT

531.98 37.5

0'

RT

536.5

1 46.5

4'

RT

531.75 0.0

0'

532.0

0 0.5

8' LT

532.2

3 12.0

0' LT

532.7

3 12.5

0' LT

534.18 40.0

0' LT

ESMT

TEMP

55.15'

RT

R/W

41.00'

RT

36.7

4' LT

R/W

EXIST

2.000%APRON

2% TRUCK

532.15 0.0

0'

531.77 18.9

5'

RT

532.10 21.45'

RT

532.12 22.4

5'

RT

533.3

9 25.5

9'

RT

535.0

0 26.6

2'

RT

534.0

0 26.6

2'

RT

534.17 34.9

2'

RT

534.19 35.9

2'

RT

535.0

0 40.3

1' R

T

535.8

1 52.0

0'

RT

536.8

3 86.4

8'

RT

537.0

0 92.3

3'

RT

538.0

0 96.6

1' R

T

532.4

0 0.5

8' LT

532.6

3 12.0

0' LT

533.13 12.5

0' LT

534.18 40.0

0' LT

R/W

EXIST

34.4

1' L

T

ESMT

R/W

PERM

44.3

1' R

T

41.97'

RT

2.000%APRON

2% TRUCK

532.2

1 21.79'

RT

SID

E

RO

AD

MA

TC

HLIN

E

532.6

5 0.0

0'

533.13 12.0

0' LT

533.6

3 12.5

0' LT

534.18 40.0

0' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 61: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

530 530

540 540

550 550

200+75.00

530 530

540 540

550 550

201+00.00

540 540

550 550

201+25.00

Station 200+75.00 To Station 201+25.00

X61

HIL

LSB

OR

O N

ORT

H

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

532.2

3

HIL

LS

BO

RO_

N

531.78 22.3

8' LT

2.000% 2.000%

532.2

1 43.6

4' LT

532.2

5 45.6

4' LT

531.78 22.2

5'

RT

532.2

1 43.5

3'

RT

532.2

5 45.5

3'

RT

536.7

6 59.17' LT

534.3

3 51.76'

RT

R/W

PROP

44.7

3' LT

ESMT

TEMP

64.5

6' LT

533.3

7

HIL

LS

BO

RO_

N

533.3

2 21.47' LT

533.3

4 22.4

7' LT

532.9

9 18.9

7' LT

2.000% 2.000%

2:1

536.5

9 28.9

7' LT

533.3

2 21.53'

RT

532.9

9 19.0

3'

RT

533.3

9 25.0

3'

RT

533.4

9 30.0

3'

RT

533.5

3 32.0

3'

RT

535.3

7 37.5

6'

RT

R/W

33.8

3' LT

ESMT

TEMP

50.7

9' LT

ESMT

ELEC

41.93'

RT

ESMT

ELEC

27.9

1' R

T27.6

0'

RT

R/WPROP

534.7

1

HIL

LS

BO

RO_

N

534.6

7 21.50' LT

534.6

9 22.5

0' LT

534.3

3 19.0

0' LT

2.000% 2.000%

2:1

537.0

8 27.2

8' LT

534.6

7 21.50'

RT

534.3

3 19.0

0'

RT

534.7

4 25.0

0'

RT

534.8

4 30.0

0'

RT

536.0

2 35.4

2'

RT

534.8

8 32.0

0'

RT

ESMT

ELEC

26.7

4'

RT

ESMT

TEMP

35.2

6' LT

ESMT

ELEC

40.7

5'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 62: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

540 540

550 550

201+50.00

540 540

550 550

201+75.00

540 540

550 550

202+00.00

540 540

550 550

202+25.00

Station 201+50.00 To Station 202+25.00

X62

HIL

LSB

OR

O N

ORT

H

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

536.0

3

HIL

LS

BO

RO_

N

536.11 21.50' LT

536.13 22.5

0' LT

535.7

8 19.0

0' LT

1.324% 2.000%

537.8

6 25.9

6' LT

535.9

8 21.50'

RT

535.6

5 19.0

0'

RT

536.0

5 25.0

0'

RT

536.15 30.0

0'

RT

536.19 32.0

0'

RT

536.4

5 32.7

7'

RT

ESMT

TEMP

31.18' LT

ESMT

ELEC

39.6

3'

RT

ESMT

ELEC25.6

1' R

T

74.3

2'

RT

64.9

2'

RT

ESMT

ELEC

ESMT

TEMP

537.0

8

HIL

LS

BO

RO_

N

536.9

5 28.9

0' LT

0.435% 2.000%

537.0

3 21.42'

RT

536.7

0 18.9

2'

RT

537.10 25.0

0'

RT

537.2

0 30.0

0'

RT

537.2

4 32.0

0'

RT

537.5

5 32.9

1' R

T

536.9

5 29.9

0' LT

538.4

2 34.3

3' LT

ESMT

TEMP

65.8

7'

RT

ESMT

ELEC

35.3

2'

RT

538.0

9

HIL

LS

BO

RO_

N

538.5

0 18.14' LT

538.16 15.6

4' LT

0.454% 2.000%

538.6

7 26.9

8' LT

538.7

1 28.9

8' LT

538.0

8 19.7

0'

RT

537.7

5 17.2

0'

RT

538.19 25.0

0'

RT

538.2

9 30.0

0'

RT

538.3

3 32.0

0'

RT

539.7

6 32.11' L

T

537.9

5 33.14'

RT

ESMT

TEMP

37.14' LT

ESMT

TEMP

39.2

1' R

T

ESMT

ELEC

48.2

6'

RT

539.11

HIL

LS

BO

RO_

N

539.4

1 22.18' LT

1.344% 2.034%

539.0

9 19.5

0'

RT

539.11 20.5

0'

RT

538.7

6 17.0

0'

RT

538.4

0 23.3

6'

RT

ESMT

TEMP

33.3

8' LT

ESMT

TEMP

38.9

4'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 63: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

540 540

550 550

100+00.00

540 540

550 550

100+25.00

540 540

550 550

100+50.00

530 530

540 540

550 550

100+75.00

Station 100+00.00 To Station 100+75.00

HIL

LSB

OR

O S

OU

TH

X63

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

R/W

EXIST

34.16' LT

R/W

EXIST

41.75'

RT

531.83

HIL

LS

BO

RO

2.000% 2.000%3:1

R/W

PROP

R/W

EXIST

21.42'

RT

ESMT

TEMP

530.5

8 26.3

3' LT

531.29 24.18' LT

531.27 23.18' LT

530.9

4 20.6

7' LT

531.11 3

1.02'

RT

530.7

7 29.0

1' R

T

531.13 32.5

2'

RT

528.5

0 40.4

0'

RT

531.71 6.9

5'

RT

531.21 7.4

5'

RT

531.84 0.3

9' LT

531.34 0.8

9' LT

47.3

2'

RT

42.3

2'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 64: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

530 530

540 540

550 550

101+00.00

530 530

540 540

550 550

101+25.00

520 520

530 530

540 540

550 550

101+50.00

Station 101+00.00 To Station 101+50.00

HIL

LSB

OR

O S

OU

TH

X64

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

530.8

4

HIL

LS

BO

RO

2.000% 2.000%3:1 3:1

R/W

EXIST

33.2

7' LT

R/W

PROP

27.9

4'

RT

R/W

EXIST

7.17'

RT

ESMT

TEMP

529.2

4 21.00' LT

530.9

5 15.8

9' LT

530.5

9 12.3

9' LT

530.9

3 14.8

9' LT

530.4

7 18.4

9'

RT

530.8

0 20.9

9'

RT

530.8

2 21.99'

RT

527.0

1 33.4

2'

RT

ESMT

PERM

30.8

5'

RT

39.6

7'

RT

529.3

3

HIL

LS

BO

RO

2.000% 2.000%3:1 3:1

R/W

EXISTR/W

PROP

24.9

8'

RT

EXIST

10.18'

RT

526.4

2 25.9

4'

RT

529.4

1 16.9

5'

RT

529.3

9 15.9

5'

RT

529.0

6 13.4

5'

RT

529.0

9 12.0

0' LT

529.0

5 14.0

0' LT

528.0

6 16.9

7' LT

ESMT

PERM

33.0

9'

RT

31.50' LT

527.3

8

HIL

LS

BO

RO

2.000% 2.000%3:1

R/W

EXIST

R/W

PROP

21.90'

RT

R/W

EXIST

13.0

6'

RT

526.9

9 15.3

3' LT

527.10 15.0

0' LT

527.14 12.0

0' LT

526.9

7 12.0

0'

RT

527.0

8 15.0

0'

RT

523.9

3 24.4

5'

RT

ESMT

PERM

35.2

0'

RT

ESMT

PERM

35.2

0'

RT

29.8

7' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 65: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

520 520

530 530

540 540

550 550

101+75.00

520 520

530 530

540 540

102+00.00

510 510

520 520

530 530

540 540

102+25.00

Station 101+75.00 To Station 102+25.00

HIL

LSB

OR

O S

OU

TH

X65

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

525.3

8

HIL

LS

BO

RO

2.000% 2.000%

3:1

R/W

EXIST

28.3

6' LT

R/W

PROP20.2

9'

RT

R/W

EXIST

15.8

1' R

T

520.9

2 25.5

3'

RT

525.12 12.9

4'

RT

525.16 10.9

4'

RT

525.16 12.6

8' LT

525.12 14.6

8' LT

525.3

8 15.4

5' LT

ESMT

PERM

37.19'

RT

523.5

4

HIL

LS

BO

RO

2.000% 2.000%

3:1

R/W

EXIST

26.9

8' LT

R/W

PROP

19.4

4'

RT

R/W

EXIST

17.7

4'

RT

523.6

7 17.8

1' L

T

523.3

4 16.4

6' LT

523.3

8 14.4

6' LT

523.3

8 8.2

1' R

T

523.3

4 10.2

1' R

T

517.2

9 28.3

4'

RT

ESMT

PERM

39.0

5'

RT

521.92

HIL

LS

BO

RO

3:1

R/W

EXIST

25.7

2' LT

R/W

PROP

18.4

6'

RT

R/W

EXIST

17.7

4'

RT

3.52 %0.88 %519.7

5 25.0

7' LT

521.98 18.3

7' LT

522.0

9 16.3

7' LT

521.73 5.3

4'

RT

521.69 7.3

4'

RT

514.5

0 28.9

1' R

T

ESMT

PERM

49.3

4'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 66: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

520 520

530 530

540 540

102+50.00

510 510

520 520

530 530

102+75.00

510 510

520 520

530 530

103+00.00

Station 102+50.00 To Station 103+00.00

HIL

LSB

OR

O S

OU

TH

X66

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

520.4

0

HIL

LS

BO

RO

R/W

EXIST

24.5

9' LT

R/W

EXIST

17.6

2'

RT

ESMT

TEMP

34.6

6'

RT

3.55 %0.57 %

515.4

3 23.0

1' R

T

520.13 8.5

3'

RT

520.17 6.5

3'

RT

520.4

9 15.2

2' LT

520.4

5 17.2

2' LT

518.5

8 22.8

3' LT

R/W

EXIST

23.5

8' LT

R/W

EXIST

17.3

7'

RT

ESMT

PERM

27.18'

RT

ESMT

TEMP

32.18'

RT

R/W

EXIST

22.7

0' LT

R/W

EXIST

17.3

2'

RT

ESMT

PERM

27.3

5'

RT

ESMT

TEMP

32.3

5'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 67: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

510 510

520 520

530 530

103+25.00

510 510

520 520

530 530

103+50.00

510 510

520 520

530 530

103+75.00

510 510

520 520

530 530

104+00.00

Station 103+25.00 To Station 104+00.00

HIL

LSB

OR

O S

OU

TH

X67

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

R/W

EXIST

21.95' LT

ESMT

TEMP

22.0

4' LT

R/W

EXIST

18.0

6'

RT

ESMT

PERM

27.4

1' R

T

ESMT

TEMP

32.4

1' R

T

R/W

EXIST

21.32' LT

ESMT

TEMP21.47' LT

R/W

EXIST

18.6

9'

RT

ESMT

PERM

27.3

4'

RT

ESMT

TEMP

33.9

9'

RT

R/W

EXIST

20.8

2' LT

ESMT

TEMP

21.13' LT

R/W

EXIST

19.18'

RT

ESMT

TEMP

50.0

0'

RT

R/W

EXIST

20.4

5' LT

ESMT

TEMP

20.7

9' LT

R/W

EXIST

19.5

6'

RT

ESMT

TEMP

45.6

3'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 68: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

510 510

520 520

530 530

104+25.00

510 510

520 520

530 530

104+50.00

510 510

520 520

530 530

104+75.00

Station 104+25.00 To Station 104+75.00

HIL

LSB

OR

O S

OU

TH

X68

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

ESMT

PERM

26.9

9'

RT

ESMT

PERM

26.3

4'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 69: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

10+00.00

530 530

540 540

550 550

10+25.00

520 520

530 530

540 540

10+50.00

520 520

530 530

540 540

10+75.00

Station 10+00.00 To Station 10+75.00

OL

D R

TE. 719

X69

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

535.7

0

535.3

3 15.6

1' L

T

535.4

3 13.6

1' L

T

534.0

6 18.15' LT

535.3

9 12.6

1' R

T

535.4

9 10.6

1' R

T

536.4

5 14.7

2'

RT

R/W

EXIST

31.55' LT

5.0%5.0% 2.0% 2.0%

Old

Rte. 7

19

532.0

7

531.86 7.6

9' LT

531.96 5.6

9' LT

2:1528.6

8 14.0

5' LT

531.86 7.6

6'

RT

531.96 5.6

6'

RT

529.7

5 11.8

7'

RT

R/W

EXIST

15.3

1' L

T

ESMT

TEMP

19.0

5' LT

R/W

EXIST

14.9

1' R

T

ESMT

TEMP

16.3

6'

RT

2.0% 2.0%

Old

Rte. 7

19

R/W

EXIST

16.5

1' R

T

528.3

2

528.10 8.13' LT

528.2

0 6.13' LT

2:1

523.3

3 17.6

7' LT

528.10 7.8

0'

RT

528.2

0 5.8

0'

RT

526.4

2 11.17'

RT

R/W

EXIST

14.9

2' LT

ESMT

TEMP

22.7

3' LT

R/W

EXIST

15.0

8'

RT

ESMT

TEMP

15.3

6'

RT

5.0%2.0%2.0%5.0%

Old

Rte. 7

19

R/W

EXIST

ESMT

TEMP

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 70: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

520 520

530 530

540 540

550 550

11+00.00

520 520

530 530

11+25.00

Station 11+00.00 To Station 11+25.00

OL

D R

TE. 719

X70

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

524.6

6

524.3

3 8.8

1' L

T

524.4

3 6.8

1' L

T

3.350%0.784%

523.9

5 10.3

3' LT

524.5

1 8.0

7'

RT

524.6

1 6.0

7'

RT

R/W

EXIST

15.5

0' LT

ESMT

TEMP

15.6

1' L

T

R/W

EXIST

14.5

0'

RT

R/W

EXIST

44.0

1' R

T

Old

Rte. 7

19

523.5

2 10.5

2'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 71: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

520 520

530 530

100+00.00

520 520

530 530

100+25.00

520 520

530 530

100+50.00

510 510

520 520

530 530

540 540

550 550

100+75.00

Station 100+00.00 To Station 100+75.00

Sto

ny p

oint

Cross Sections

X71

00 5050 100100 150150

530 530

540 540

550 550

530 530

540 540

550 550

520 520

530 530

540 540

550 550

530 530

540 540

550 550

300+75.00

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

R/W

EXIST

R/W

EXIST

R/W

EXIST

64.4

0' LT

R/W

R/W

80.7

7' LT

R/W

EXIST

66.5

0' LT

ESMT

PERM

91.68' LT

R/W

EXIST

532.2

1

ST

ON

YP

OIN

T

2.155% 2.052%

532.8

3 28.7

4' LT

533.0

7 35.3

3' LT

526.7

6 47.9

5' LT

526.6

7 53.5

8' LT

513.6

3 53.5

8' LT

531.73 23.0

3'

RT

532.9

3 9.9

2' LT

532.4

3 10.4

2' LT

532.13 3.6

5'

RT

532.6

3 3.15'

RT

531.90 25.6

1' R

T

532.9

9 31.33' LT

531.98 29.6

1' R

T

521.78 50.0

1' R

T

2:1

2:1

50:1

R/W

EXIST

67.3

9' LT

ESMT

PERM

83.5

9' LT

R/W

63.11' R

T

R/W

43.9

1' R

T

EXISTEXIST

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 72: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

510 510

520 520

530 530

540 540

101+00.00

520 520

530 530

540 540

101+04.85

520 520

530 530

540 540

101+11.42

Station 101+00.00 To Station 101+11.42

Sto

ny p

oint

Cross Sections

X72

00 5050 100100 150150

520 520

530 530

540 540

550 550

510 510

520 520

530 530

540 540

550 550

520 520

530 530

540 540

550 550

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

531.26

ST

ON

YP

OIN

T

2.750% 4.270%

512.14 99.3

6' LT

518.9

7 42.0

7'

RT

530.3

3 19.2

0'

RT

530.6

1 15.2

0'

RT

519.8

6 29.6

7'

RT

531.96 16.5

1' L

T

531.79 22.5

1' L

T

524.15 36.4

8' LT

1.0:1

1.827:1 7.000 %

PROP

50.12'

RT

R/W

EXIST

49.5

5'

RT

R/W

EXIST

67.0

7' LT

R/W

ST

ON

YP

OIN

T

524.7

6 34.9

0' LT

531.80 21.46' LT

531.82 15.4

6' LT

531.10 0.0

0' LT

530.4

4 13.8

9'

RT

530.16 17.8

9'

RT

522.4

9 25.7

6'

RT

1:12:1

0.340 % 4.660 % 4.730 % 7.000 %

ST

ON

YP

OIN

T

529.9

9 16.0

1' R

T

530.2

7 12.0

1' R

T

530.9

1 0.0

0'

RT

531.69 15.0

0' LT

531.70 21.00' LT

530.7

0 23.0

0' LT

524.5

1 22.11' R

T

2:1 1.11:1

5.310 %7.000 %

0.210 %

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 73: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

520 520

530 530

540 540

101+25.00

520 520

530 530

540 540

101+50.00

520 520

530 530

101+75.00

520 520

530 530

102+00.00

Station 101+25.00 To Station 102+00.00

Sto

ny p

oint

Cross Sections

X73

00 5050 100100 150150

530 530

540 540

550 550

530 530

540 540

550 550

530 530

540 540

550 550

540 540

550 550

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

530.5

0

ST

ON

YP

OIN

T

0.655% 6.345% 6.497%

524.5

5 22.6

3'

RT

529.6

8 12.5

0'

RT

529.9

4 8.5

0'

RT

530.6

2 1.85' LT

531.44 14.9

2' LT

531.40 20.9

2' LT

531.14 21.45' LT

2:1

R/W

EXIST

66.15' LT

R/W

EXIST

53.7

9'

RT

530.2

3

ST

ON

YP

OIN

T

1.440%

531.41 13.9

7' LT

8.440% 8.677%

529.2

5 11.2

0'

RT

8.677%

529.6

0 7.2

0'

RT

531.49 19.9

7' LT

531.16 20.6

3' LT

531.41 13.9

7' LT

528.2

3 14.9

0'

RT

3.614:1

R/W

EXIST

65.3

0' LT

R/W

EXIST

56.6

9'

RT

R/W

EXIST

64.5

2' LT

R/W

EXIST

58.3

1' R

T

R/W

EXIST

58.6

6'

RT

R/W

EXIST

63.8

2' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 74: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

520 520

530 530

102+25.00

520 520

530 530

102+50.00

520

530 530

102+75.00

520 520

530 530

103+00.00

520 520

530 530

103+25.00

Station 102+25.00 To Station 103+25.00

Sto

ny p

oint

Cross Sections

X74

00 5050 100100 150150

540 540

550 550

540 540

550 550

530 530

540 540

550 550

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

R/W

EXIST

57.7

6'

RT

R/W

EXIST

63.19' LT

R/W

EXIST

55.5

9'

RT

R/W

EXIST

62.6

4' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 75: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

520 520

530 530

103+50.00 Station 103+50.00 To Station 103+50.00

X75

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

Sto

ny p

oint

Cross Sections

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 76: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

530 530

540 540

550 550

300+00.00

530 530

540 540

550 550

300+25.00

520 520

530 530

540 540

550 550

300+50.00

530 530

540 540

550 550

300+75.00

Station 300+00.00 To Station 300+75.00

West

Roundabout

Cross Sections

X76

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

534.15

WE

ST

RN

D

SID

E

RO

AD

MA

TC

HLIN

E

0.621 %

534.3

9 1.74' LT

534.14 1.16' LT

534.2

5 16.7

1' R

T534.7

5 17.2

1' R

T

534.7

6 17.8

8'

RT

535.5

9 50.0

0' LT

82.5:12.00 %

534.6

9 16.7

4' LT

535.19 17.2

4' LT

533.6

9

WE

ST

RN

D

0.363%

525.7

0 46.0

9'

RT

533.9

8 29.5

4'

RT

533.9

4 27.5

4'

RT

533.6

0 25.0

4'

RT

533.7

1 3.5

7' LT

533.9

6 4.15' LT

535.5

9 50.0

0' LT

28.6:12.00 %

2.0:1

534.7

5 19.0

7' LT

534.2

5 18.5

7' LT

R/W

EXIST

17.6

8'

RT

R/W

60.8

1' R

T

533.2

4

WE

ST

RN

D

1.356%

535.8

8 50.0

0' LT

533.5

6 5.5

4' LT

533.3

1 4.9

6' LT

533.0

0 17.5

2'

RT

533.3

4 20.0

2'

RT

533.3

8 22.0

2'

RT

521.39 45.9

8'

RT

23.7:1

2.00 %

2.0:1

534.3

4 20.4

6' LT

533.8

4 19.9

6' LT

R/W

EXIST

25.9

1' R

T

R/W

54.0

7'

RT

532.9

8

WE

ST

RN

D

2.350%

SID

E

RO

AD

MA

TC

HLIN

E

533.3

4 4.9

2' LT

533.0

9 4.3

4' LT

532.6

4 14.6

9'

RT

20.6:12.00 %

535.5

9 50.0

0' LT

533.6

2 19.3

4' LT

534.12 19.8

4' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 77: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

520 520

530 530

540 540

550 550

301+00.00

510 510

520 520

530 530

540 540

550 550

301+25.00

520 520

530 530

540 540

550 550

301+50.00

Station 301+00.00 To Station 301+50.00

West

Roundabout

Cross Sections

X77

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

533.4

1

WE

ST

RN

D

1.901%

SID

E

RO

AD

MA

TC

HLIN

E533.0

9 16.9

3'

RT

533.4

5 2.13' LT

533.7

0 2.7

1' L

T

29.4:12.00 %

535.5

9 50.0

0' LT

533.9

9 17.13' LT

534.4

9 17.6

3' LT

533.8

4

WE

ST

RN

D

1.195%

513.3

6 63.6

2'

RT

534.10 0.7

5' LT

533.8

5 0.17' LT

533.6

3 17.8

4'

RT

533.9

6 20.3

4'

RT

534.0

4 24.3

4'

RT

530.5

6 31.30'

RT

530.4

5 36.7

6'

RT

530.4

5 37.7

6'

RT

48.7:12.00 %

2.0:1

50.0:1

535.5

9 50.0

0' LT

534.8

8 15.6

7' LT

534.3

8 15.17' LT

ESMT

PERM

75.3

2'

RT

R/W

44.13'

RT

R/W

EXIST

33.3

3'

RT

534.2

8

WE

ST

RN

D

0.490%

524.14 52.10'

RT

523.9

6 51.02'

RT

524.2

7 44.6

0'

RT

534.6

1 23.9

3'

RT

534.5

3 19.9

3'

RT

534.19 17.4

3'

RT

534.2

8 0.6

0' LT

534.5

3 1.18' LT

125.9:12.00 %

2.0:1

50.0:1

535.5

9 50.0

0' LT

534.8

2 15.6

0' LT

535.3

2 16.10' LT

R/WR/W

13.12'

RT

EXIST

R/W

60.3

8'

RT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 78: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

530

540 540

550 550

301+75.00

530 530

540 540

550 550

302+00.00

530 530

540 540

550 550

302+25.00

540 540

550 550

302+50.00

Station 301+75.00 To Station 302+50.00

West

Roundabout

Cross Sections

X78

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

534.7

1

WE

ST

RN

D

0.216%

SID

E

RO

AD

MA

TC

HLIN

E

534.9

6 3.4

9' LT

534.7

1 2.9

1' L

T

534.7

5 16.15'

RT

201.6:12.00 %

535.5

9 50.0

0' LT

535.7

5 18.4

1' L

T

535.2

5 17.9

1' L

T

R/W

EXIST

13.7

8'

RT

535.15

WE

ST

RN

D

0.860%

SID

E

RO

AD

MA

TC

HLIN

E535.2

7 14.2

6'

RT

535.11 4.7

5' LT

535.3

6 5.3

3' LT

53.4:12.00 %

535.5

9 50.0

0' LT

535.6

5 19.7

5' LT

536.15 20.2

5' LT

R/W

EXIST

98.9

4'

RT

535.5

3

WE

ST

RN

D

1.417%

SID

E

RO

AD

MA

TC

HLIN

E

535.4

6 4.7

2' LT

535.7

1 5.3

0' LT

535.7

3 14.2

3'

RT

32.8:1 2.00 %

535.5

9 50.0

0' LT

536.5

0 20.2

2' LT

536.0

0 19.7

2' LT

R/W

EXIST

41.34'

RT

535.3

1

WE

ST

RN

D

1.974%

537.3

0 24.0

8'

RT

536.0

0 20.4

3'

RT

535.9

6 18.4

3'

RT

535.6

3 15.9

3'

RT

535.2

6 2.8

3' LT

535.5

1 3.4

2' LT

45.0:12.00 %

2.8:1

535.5

9 50.0

0' LT

536.2

9 18.3

3' LT

535.7

9 17.8

3' LT 2

6.4

8'

RT

26.4

8'

RT

R/W

EXIST

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 79: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

540 540

550 550

302+51.19

540 540

550 550

302+75.00

530 530

540 540

550 550

303+00.00

Station 302+51.19 To Station 303+00.00

West

Roundabout

Cross Sections

X79

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

535.2

9

WE

ST

RN

D

2.000%

535.4

9 3.3

1' L

T535.2

4 2.7

2' LT

535.6

1 16.0

6'

RT

535.9

5 18.5

6'

RT

535.9

9 20.5

6'

RT

537.2

2 24.0

4'

RT

46.5:12.00 %

2.8:1

535.5

9 50.0

0' LT

536.2

7 18.2

2' LT

535.7

7 17.7

2' LT

R/W

EXIST

26.4

6'

RT

534.8

6

WE

ST

RN

D

1.482%

537.5

8 33.0

0'

RT

535.5

0 22.8

9'

RT

535.4

6 20.8

9'

RT

535.13 18.3

9'

RT

534.8

5 0.5

5' LT

535.10 1.13' LT

2.00 %113.7:1 4.9:1

535.5

9 50.0

0' LT

535.8

9 16.0

5' LT

535.3

9 15.5

5' LT

R/W

EXIST

35.9

9'

RT

534.4

1

WE

ST

RN

D

0.938%

SID

E

RO

AD

MA

TC

HLIN

E534.5

8 18.8

1' R

T

534.4

0 0.2

1' L

T534.6

5 0.7

9' LT

231.2:12.00 %

535.5

9 50.0

0' LT

535.4

4 15.7

1' L

T

534.9

4 15.2

1' L

T

R/W

EXIST

86.3

1' R

T

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$

Page 80: CROSS SECTIONS - irp-cdn.multiscreensite.com · cross sections sheet no. description stations x1 cross section index x55 - x57 x58 - x60 300+00 to 302+50 x61 - x62 200+75 to 202+25

00 5050 100100 150150

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

10/9/2019

CROSS SECTIONSSCALE 1 IN. = 10 FT

201+00.00

530 530

540 540

201+25.00

530 530

540 540

550 550

201+40.00

520 520

530 530

201+50.00

Station 201+00.00 To Station 201+50.00

HIG

HW

ATER R

OA

D

X80

LEGEND

Unsuitable Above Subgrade

Unsuitable Below Subgrade

1.846 %0.870 %

HIG

HW

AT

ER

532.5

4

532.8

6 17.13'

RT

532.8

9 19.13'

RT

532.3

8 19.0

5' LT

532.3

4 23.2

9' LT

0.552 % 4.675 %5.562 %

HIG

HW

AT

ER

532.4

8

532.5

3 10.0

3'

RT

532.4

4 12.0

3'

RT

532.4

2 9.3

6' LT

532.3

1 11.3

6' LT

LO

UD

OU

N C

OU

NT

Y,

VIR

GINIA

TO

WN O

F HIL

LSB

OR

O

NA

11/26/18

1'

X80

TR

AFFIC C

AL

MIN

G

CH

ARLES T

OW

N PIK

E (

RTE. 9)

www.volkert.com

703.642.8100 (office)

Springfield, VA 22150

Suite 540

6225 Brandon Avenue

CROSS SECTIONSSCALE 1 IN. = 10 FT

$D

AT

E$

$TIM

E$

$FIL

ES$