new interchange at u.s. route 15/17/29 · pdf filepl pl pl pl p l l p l p l p p l l p l p l p...

PL

PL

PLPL

P L

PL

PL

PL

PL

PLPL

PL

PL

PL

PL

PL

PL

PL

PL

PLPL

PLPL

PL

PL

PL

P L

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

P L

PL

PLPL

PL

PL

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P L

P L

P L

PLPL

PLPL

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PLPL

DB 869, P

G 1863

To P

ublic S

treet Use

Ex. 5

0' R/

W

Dedicated

(L=45. 00')

(R=4515. 66')

Exist. R/W & L/A Line Per VDOT Proj. # 6029-030-102, RW-201

(R=50. 00')

(L=35. 29')

(L=72. 64')

(R=499.

73')

(R=4515. 66' L=217. 78')

94. 64'

+58. 69'

IPF

85. 14'

+35. 46

IPF

88. 18'

+72. 72

IPF

107. 32'

+64. 29

IPF

357. 18'

+19. 87

IPF

382. 03'

+43. 67

IPF

(L=170. 67'

(R=50. 00')

(L=4

3. 16')

(R=5

0. 0

0')

(L=54. 16')

(R=449. 73')

359. 41'

+34. 01

IPF


(R=499. 73' L=132. 08')

Exist. 50' R/W Per DB 556, PG 261


(50. 00')

(R=1289. 28' L=135. 49')

(36. 0

0')

(R=452. 0

0' L=1

07. 25')

(R=409. 55' L=274. 23')


(R=1289. 28' L=394. 04')

607. 71'

+24. 37

RM-2 Fd.607. 49'

+23. 64

IPF

(R=1339. 28' L=261. 72')


(R=1339. 28' L=180. 14')

(R=1339. 28' L=135. 06')

(R=449. 73' L=272. 61')

445. 82'

+43. 32

IPF



Exist. L/A Line

Exist. L/

A Line

Exist. L/A Line

Exist. L/A Line

Exist. L/A Line

Begin Exist. L/A Line

Exist. R

/W Per D

B 742, P

G 1006

(R=882. 25' L=325.

92')

Exist. R/W Per DB 742, PG 1006

(R=882. 25')

(L=95. 44')

(R=50. 00')

Exist. 5

0'

R/

W

Per D

B 595, P

G 28

(R=3

35. 0

0' L=100. 3

8')

439. 88'

+81. 09

IPF 407. 10'

+02. 47

RM-2 Fd.

(L=20. 58')

(R=335. 00')

(R=3

35. 0

0' L=141. 31')

Exist. 50' R/

W Per D

B 595, P

G 28

459. 43'

+73. 64

IRF

574. 34'

+93. 47

IPF

(R=3

35. 00' L=12

9. 48')

(R=400. 00' L=

113. 72')

697. 78'

+85. 56

IPF

(R=4

00. 0

0' L=2

43. 7

5')

Exist. 50' R/

W Per D

B 595, P

G 28

(R=4

50. 0

0' L=8

36. 4

5')

Exist. 5

0' R/

W

Per D

B 595, P

G 28

(R=2

85. 0

0' L=3

33. 2

7')

Exist. 50' R/

W Per D

B 595, P

G 28

Exist. 5

0'

R/

W

Per D

B 595, P

G 28

(L=70. 9

4')

(R=5

0. 0

0')

188. 84'

+12. 48

IPF

(R=882. 25' L=175. 22')

Exist. R/W Per VDOT Proj. # 6029-030-102, RW-201Exist. R/W Per VDOT Proj. # 6029-030-102, RW-201

149. 77'+70. 30IRF

(58. 52')

71. 54'+73. 67IPF


(R=1537. 40' L=581. 29')


Exist. R/W Per DB. 1234, PG 1702


Begin Exist. L/A Line


Exist. R/W Per DB 255. PG 86

61. 28'+75. 67VDH Mon. Fd.

89. 62'

+70. 25

RM-2 Fd.



130. 29'

+70. 32

IPF

130. 26'

+70. 40

RM-2 FD.

163. 69'

+90. 70

IPF

168. 36'

+62. 22

RM-2 Fd.

198. 59'

+73. 87

RM-2 Fd.

(28. 91')

Exist. R

/W

& L/A Line P

er VDOT P

roj. # 6029-030-102, RW-201

182. 53'

+40. 24

IPF

Exist. R

/W

& L/A Line P

er VDOT P

roj. # 6029-030-102, RW-201


162. 27'

+66. 69

IPF

96. 62'

+95. 93

IPF

Proj. # 6029-0

30-102,

RW-2

01

Exist. R/

W

&

L/

A Lin

e Per V

DOT

97. 08'

+92. 61

IPF

79. 71'

+49. 82

IPF

Exist. R/W

& L/

A Lin

e Per

VDOT Proj. #

6029-03

0-102, R

W-201

89. 93'+81. 46IPF

172. 61'+78. 12IPF

Exist. R

/W Per V

DOT Proj. # 60

29-030-

102, RW-2

01

145. 34'+16. 02IPF

145. 37'+52. 45IPF

Exist. R/W Per VDOT Proj. # 6029-030-102, R

W-201

145. 42'+65. 08IPF 145. 07'

+74. 96IPF

Exist. R/W Per VDOT Proj. # 6029-030-102, RW-201

156. 16'+95. 82IPF

(80. 65')

136. 00'+73. 89IPF

89. 17'+10. 86IPF

90. 54'

+58. 70

VDH Mon. Fd.

(R=1322. 39' L=550. 08')


Exist. L/A Line

Exist. L/A

Line

Exist. L/A Line

End Exist. L/A Line

56. 89'+99. 57VDH Mon. Fd.


Exist. L/A Line

Exist. L/A LineExis

t. R/W & L

/A Line Per

VDOT Proj

. # 6029

-030-102, RW-2

01Exist. R/W & L/A Line

Per VDOT Proj. # 6029-030-102

, RW-201

107. 49'

+21. 99

VDH Mon. Fd.

144. 07'

+69. 02

VDH Mon. Fd. 150. 82'

+99. 91

VDH Mon. Fd.

(31. 53')

16. 78'

+79. 32

VDH Mon. Fd.

20. 14'

+07. 56

VDH Mon. Fd.

Exist.

R/W

& L/

A Line P

er V

DOT Proj. # 6

029-03

0-102, R

W-20

1

Exist. R/W

& L/

A Lin

e Per

VDOT Proj. #

6029-03

0-102, R

W-201

69. 92'+67. 74VDH Mon. Fd.

End Exist. L/A Line

78. 98'

+60. 11

VDH Mon. Fd.


72. 07'

+64. 68

VDH Mon. Fd.

58. 45'

+69. 29

VDH Mon. Fd.

Exist. R/W & L/

A Line Per

VDOT Proj. #

6029-030

-102, RW-20

1

Exist.

R/W

& L/A

Line P

er VDOT

Proj. # 60

29-030

-102, RW-2

01

Exist.

R/W

& L/A

Line P

er VDOT

Proj. # 60

29-030

-102, RW-2

01

Exist. R/W & L/A

Line Per VDOT Pro

j. #1630-01-02

Exist. R/W & L/A Line Per VDOT Proj. #1630-01-02

400. 05'

+24. 56

IPF

559. 98'

+93. 49

IPF

DB 869, P

G 18

63

To Public Street U

se

Ex. 5

0' R/

W

Dedicate

d

F C

CF

CF

FC

CF

FC

CF

F CC F

FC

CF

CF

C F

CF

C F

FC

F C C F

CF

CF

CF

CF

F C

FC

CF

F C

C F

F C

24'

24'

14'51'

51'

51'

51'

14'

24'

24'

24'

24'

24'

12'

18'

18'

18'

18'

18'

18'

18'

16'

24'

12'

28'

16'

18'

12'

14'

14'

14'

12'

FC

FC

DB 692 P

G 431

218. 2

593

AC.

GPIN 6983-8

1-014

5

DB 1457 PG 2204

DB 556 PG 261

1. 5486 AC.

GPIN 6983-75-0166

DB 1478 PG 1100

DB 595 PG 1049

2. 2373 AC.

GPIN 6983-75-2215

DB 867 PG 1122DB 595 PG 1049

1. 9669 AC.GPIN 6983-74-2517

DB 1465 PG 525

DB 556 PG 2611. 2203 AC.

GPIN 6983-74-2346

DB 1529 PG 233

DB 556 PG 261

1. 3450 AC.

GPIN 6983-74-2264

DB 703 PG 1922DB 556 PG 261

1. 6298 AC.GPIN 6983-74-2098

DB 1481 PG 1597DB 556 PG 2611. 9148 AC.GPIN 6983-73-2950

DB 1464 PG 7611. 4501 AC.

DB 556 PG 261GPIN 6983-73-1701

DB 1510 PG 1424DB 595 PG 28

1. 2648 AC.GPIN 6983-63-9130

DB 68

3 PG

1401

DB 59

5 PG

28

1. 447

4 AC.

GPIN 6

983-62-99

40

DB 1351 P

G 24

32

DB 59

5 PG

28

1. 880

3 AC.

GPIN 6

983-72-073

0

DB 79

5 PG

1062

DB 59

5 PG

28

1. 75

93 AC.

GPIN 6

983-72-1592

DB 789 PG 1738

DB 610 PG 1114

50. 0000 AC.

GPIN 6983-72-7858

DB 789 PG 1738

DB 610 PG 1114

50. 0000 AC.

GPIN 6983-72-7858

DB 726 PG 499

DB 1234 PG 1702

4. 2626 AC.

GPIN 6983-61-1170

DB 773 PG 1750

DB 1234 PG 1699

5. 4001 AC.

GPIN 6983-61-1528

4. 9060 AC.

GPIN 6983-51-8017

DB 1306 PG 2497

DB 324 PG 442

8. 082 AC.

Tax# GPIN 6983-76-0216

DB 1213 PG 1720DB 742 PG 1006

4. 6968 AC.GPIN 6983-73-1570

DB 921 PG 906DB 595 PG 28

1. 2694 AC.GPIN 6983-62-6888

DB 1324 PG 1576

DB 556 PG 2611. 4821 AC.

GPIN 6983-63-9814

DB 1416 PG 858DB 556 PG 2611. 2111 AC.GPIN 6983-64-8055

DB 1414 PG 962

DB 556 PG 261

1. 6213 AC.

GPIN 6983-64-8231

DB 1264 PG 1082

DB 556 PG 261

1. 5606 AC.

GPIN 6983-64-8460

DB 1327 PG 1163

DB 556 PG 261

1. 9213 AC.

GPIN 6983-64-8697

DB 1507 PG 1504

DB 556 PG 261

1. 3089 AC.

GPIN 6983-74-0910

DB 1233 PG 2486

23. 585 AC.

GPIN 6983-66-2070

DB 967 PG 1790

DB 503 PG 96

0. 7134 AC.

GPIN 6983-65-0315

for Deto

ur

Prop. T

emp. C

onstr. E

sm't.

for Detour

Prop. Temp. Constr. Esm't.

for Detour

Prop. Temp. Constr. Esm't.

Prop. R/W

& L/A Line

Prop. R/W & L/A Line

Prop. R

/W

Prop. Temp. Constr. Easement

Drainage Easement

Prop. Permanent

L/A Line

Begin Prop.

Prop. L/A Line

L/A Line

End Prop.





Prop. Perm. Slope Easement


Prop. Perm. Slope Easement

L/A Li

neBegin

Prop.

L/A Li

neEnd Pr

op.

Constr. E

asement

Prop. T

emp.

Draina

ge Eas

ement

Prop. P

ermane

nt

for D

etour

Prop. T

emp. C

onstr. E

sm't.

Drainage E

asement

Prop. P

ermanent

Drainage E

asement

Prop. P

ermanent

Drainage Easement

Prop. Permanent

Draina

ge Eas

ement

Prop. P

ermane

nt

Prop. R/W

Prop. R/W

Prop. R/W

Prop. R/W

Constr. E

asement

Prop. T

emp.

Prop. T

emp. C

onstr. Easem

ent

DB 1533 PG 1485

DB 1374 PG 1036

9.9243 AC.

GPIN 6983-65-3190

DB 1512 PG 1200

DB 1413 PG 1710

DB 1328 PG 01

DB 1267 PG 1993

435.0676 AC.

GPIN 6983-36-8598

TH

E

BO

AR

D

OF

SUP

ER

VIS

OR

S

OF

FA

UQ

UIE

R

CO

UN

TY,

VIR

GINIA

SCOTT STEPHEN BEERS

AND DANA MARIE WILES

GARRETT SCOTTI

AND MELISSA SCOTTI

MAURICE T. YACOUBAND JOY R. YACOUB, TRUSTEES

UNDER THE MAURICE T. YACOUBAND JOY R. YACOUB LIVING TRUST

TRACEY A. HARRISJANEL FOLSOM

MARK FOLSOM

MICHAEL E. ROTHAND TINA D. ROTH

GREGORY T. WILSON

ANNE R. W. PEARCE

AND JOHN G. PEARCECHRISTOPHER ADAM JONESAND JANE FRANCES JANET JONES

CALVIN M. REI

D

AND SANDRA

A. REI

D

JUSTI

N R. M

USGROVE

AND JO

Y L. M

USGROVE

J. S

COTT E

VANS

AND JA

NET LISA

HEIS

RAT

H-E

VANS

STATE BOARD FOR COMMUNITY COLLEGES

STATE BOARD FOR COMMUNITY COLLEGES

ROSE M. KENDRICK

AND JOHN A. KENDRICK

JOHN A. KENDRICKROSE M. KENDRICK AND

JOHN A. KENDRICK

ROSE M. KENDRICK

THE DREW CORPORATION

OF THE FRANCIS AND ERICA FUSCO

LIVING TRUST

AND ERICA FUSCO, TRUSTEE

FRANCIS FUSCO, TRUSTEE

DAMON G. STARKAND CAROLYN Y. BLACKWELL-STARK

HARALAMBOS DIMITRIOS CORONEOS

AND JEANNIE CROFT CORONEOS

DAVID LUX

HELEN PATRICIA HANNETT

SANJEEVA PARWATIKAR

BARBARA R. CROSS, TRUST

LISA JEAN NEWCOMB AND

PAUL DOUGLAS NEWCOMB

BILLY M. MINTER

AS TRUSTEE OF THE BILLY M. MINTER

REVOCABLE LIVING TRUST AND

MARION P. MINTER AS TRUSTEE OF THE

MARION P. MINTER REVOCABLE LIVING TRUST

H. CYNTHIA SALAMONE

AND GREGORY SCOTT SALAMONE

010

012

011

009

008006

005

007

002

001

003

004

POTOMAC DISTRICT COUNCIL OF

THE ASSEMBLIES OF GOD, INC.

ALWINGTON FARM, LLC

15

17

29

Business

LORD FAIRFAX DRIVERAMP D

RAMP D-2

RAMP A

RAMP C

TURKEY RUN DRIVE

RA

MP B

FO

OT

BRID

GE

L

L

TURKEY RUN CONSTR. B

L

U.S. ROUTE 15, 17, 29 NB CONSTR. B

U.S. ROUTE 15, 17, 29 SB CONSTR. BL

ROAD CONSTR. BLORD FAIRFAX

L

LORD FAIRFAX ROAD CONSTR. BL

U.S. ROUTE 15, 17, 29 SB CONSTR. B


RAMP D CONSTR. BL

RAMP D CONSTR. B



CONSTR. B

RAMP D-2

LORD FAIRFAX ROAD CONSTR. B

TR

AV

ELER'S W

AY C

ON

STR. BL

L

L

CO

NSTR. B

RA

MP D-2 L

RAMP D CONSTR. B

LORD

FAIRF

AX ROAD

CONSTR. B

RAMP C C

ONSTR. B

LORD F

AIRFA

X R

OA

D C

ONST

R. B

RAMP C CONSTR. B

RAMP C CONSTR. B



RAM

P B CO

NSTR. B

RAM

P B CO

NSTR. B

CO

NST

R. B

LORD F

AIRFA

X R

OA

D

L

RAMP A C

ONSTR. B

EN

TRA

NC

E 1 C

ON

STR. B

LORD FAIRFA

X ROAD CONSTR.

B

ENTR

AN

CE 2 C

ONSTR. B




U.S. ROUTE 15, 17, 29 SB CONSTR. BL

L

L

L

L

L

L

L

RAMP A CONSTR.

B

RAMP A CONSTR

. B



L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

15

17

29

15

17

29

(57. 18')

(R=499. 73' L=170. 83')

811. 95'

+31. 62

IPF

940. 60'

+59. 18

IPF

755. .36'

+77. 02

IPF

846. 78'

+77. 03

IPF

758. 19'

+96. 06

IPF

DB 1310, PG 1647

As Shown in

30' Trail Esmt.

Approx. Location

376. 25'+87. 51IRF

667. 41'+35. 90IRF

DB 633, PG 376Ex. 50' Ingres

s/Egress Esmt.Approx. Locati

on

748. 26'+24. 17IPF

435. 35'+64. 40IPF

58. 37'+91. 89IPF

744. 47'+26. 86IRF

58. 34'+72. 51IPF

140. 73'

+17. 41

IPF

206. 85'

+87. 56

IPF

273. 29'

+34. 32

IPF

357. 62'

+15. 16

IPF

251. 71'

+56. 50

IPF

399. 57'+83

. 17IPF

286. 99'

+44. 60

IPF

89. 42'

+91. 64

IPF

COMMONWEALTH

OF VIR

GINIA

DB 309 PG 7

16

0. 42

AC.

SWM-1

SWM-2

SWM-3

SWM-4

U.S. ROUTE 15/17/29 BYPASS

U.S. ROUTE 15/17/29 BUSINESS

YA

W

S'

RE

LE

VA

RT

DA

OR

MA

HG

NI

B

TE

ER

TS

EG

EL

LO

C

L

LORD

FAIRF

AX ROAD

CONSTR. BL

U.S. ROUTE 15/17/29 BYPA

SSE

NTR

AN

CE 0

2

COMMONWEALTH OF VIRGINIA

DB 321 PG 586

0. 85 AC.

LONNIE W. B

ARR, JR.

AND BEVERLY B

ARR

DB 761 PG 113

4

DB 503 P

G 95

1. 5934 AC.

GPIN 698

3-65-0138

EN

TR

AN

CE 0

1

TE

MP

OR

AR

Y

AND U.S. ROUTE 15/17/29 BUSINESS

NEW INTERCHANGE AT U.S. ROUTE 15/17/29

PROJECT # 0029-030-121, PE-101, C-501, R-201

101 10

2 103

104 105 106 107 108 10

9 110 111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

11

11

12

13

14

86

87

88

89

90

91

92

93

94

95

96 97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

11

12

13

14

15

16

17

18

19

11

12

13

14

15

16

17

11

12

13

14

15

16

17

11

12

13

101 10

2 103 104 105 106 107 108 109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

11

12

13

14

15

16

11

12

13

11

12

13

14

15

16

17

18

100

100

PT10

4+0

6.5

3

PC110

+02.8

1

PT13

2+8

4.70

POT14

2+3

5.00

PC10+22.37

PT10+70.94

PC12+16.37P

RC12

+53.80

PT13+50.26

POT14+50.00

PC87+0

0.7

9

PT90+6

7.3

5

PC95+19.47

PT100+2

3.21

PC103

+95.57

PT110

+18.6

7

PT115

+00.0

0

PC10

+00.0

0

PT13

+12.8

1

PC18

+93.0

9

PT19

+87.2

5

PC14

+94.08

PT17

+42.16

PC10

+00.00

PC

C11+0

0.0

2

PT12

+75.7

2

PC14

+77.9

3

PT17

+32.70

PC10+15.74

PT12

+63.3

2

POT14

+00.00

PCC1

1+22.77

PC10

1+53.2

5

PT10

4+0

3.8

1

PC10

9+15.6

4

PT13

2+0

3.17

POT14

2+0

0.00

POT10

+00.0

0

PI 12

+31.15

PC13

+34.42

PCC14+99.31

PT16

+64.2

0

PC10+49.00

PT11+0

5.6

7

PC11+5

3.2

0

PT12

+46.44

POT

13+70.00

PC10

+00.0

0

PT12

+08.13

PC15

+71.8

4

PT18+49.65

PO

T99+0

0.0

0

PC99+0

0.0

0

PC111+3

4.9

9

POT75+00.00

75

76

PC76+12.93

77

PT77+68.2

1

78

PC78+76.42

79

80

PT80+2

3.3

9

81

PO

T81+68.0

0

82

11

POT11+50.00

83

84 85

PC10

+13.8

5P

T10

+30.7

9P

C10

+44.6

5

PT10+88.98

11

12

POT12+20.00

POT12+00.00

LEGEND:

PROPOSED LIMITED ACCESS

PROPOSED RIGHT OF WAY

PROPOSED PERMANENT EASEMENT

PROPOSED TEMPORARY EASEMENT

PROPOSED SWM FACILITY

PAVEMENT TO BE DEMOLISHED

GRAVEL DRIVE

PROPOSED BRIDGE

PROPOSED MEDIAN/BUFFER/GREEN SPACE

PROPOSED SHARED-USE PATH

PROPOSED NEW PAVEMENT

0 50' 100'

SCALE

* Route 15/17/29 Bypass pavement to be milled and overlaid as required

12' PAVED SHOULDER

12' PAVED SHOULDER

12' PAVED SHOULDER

12' PAVED SHOULDER

8' PAVED SHOULDER

12' PAVED SHOULDER4' PAVED SHOULDER

8' PAVED SHOULDER

8' PAVED SHOULDER

4' PAVED SHOULDER SHOULDER

4' PAVED

SHOULDER

8' PAVED

4' PAVED SHOULDER

8' PAVED SHOULDER

4' PAVED SHOULDER

8' PAVED SHOULDER

12' PAVED SHOULDER

4' PAVED SHOULDER

8' PAVED SHOULDER

12' PAVED SHOULDER

4' PAVED SHO

ULDER

8' PAVED SHO

ULDER

12' PAVED SHOULDER

12' PAVED SHOULDER

12' PAVED SHOULDER12' PAVED SHOULDER

12' PAVED SHOULDER

12' PAVED SHOULDER 8' PAVED SHOULDER

4' PAVED SHOULDER

12' PAVED SHOULDER

8' PAVED

SHOULDER

4' PAVED

SHOULDER

12' PAVED SHOULDER

RETAINING WALL

PROPOSED

RETAINING WALL

PROPOSED

RETAINING WALL

PROPOSED

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