PL / SQL P rocedural L anguage / S tructured Q uery L anguage
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...
Transcript of 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...
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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
Exist. R/W & L/A Line Per VDOT Proj. # 6029-030-102, RW-201
(R=499. 73' L=132. 08')
Exist. 50' R/W Per DB 556, PG 261
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')
Exist. 50' R/W Per DB 556, PG 261
(R=1289. 28' L=394. 04')
607. 71'
+24. 37
RM-2 Fd.607. 49'
+23. 64
IPF
(R=1339. 28' L=261. 72')
Exist. 50' R/W Per DB 556, PG 261
(R=1339. 28' L=180. 14')
(R=1339. 28' L=135. 06')
(R=449. 73' L=272. 61')
445. 82'
+43. 32
IPF
Exist. 50' R/W Per DB 556, PG 261
Exist. 50' R/W Per DB 556, PG 261
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
Exist. R/W Per DB 526, PG 537
(R=1537. 40' L=581. 29')
Exist. R/W Per DB 526, PG 537
Exist. R/W Per DB. 1234, PG 1702
Exist. R/W Per DB 1234, PG 1702
Begin Exist. L/A Line
Exist. R/W Per DB 1234, PG 1699
Exist. R/W Per DB 255. PG 86
61. 28'+75. 67VDH Mon. Fd.
89. 62'
+70. 25
RM-2 Fd.
Exist. R/W & L/A Line Per VDOT Proj. # 6029-030-102, RW-201
Exist. R/W & L/A Line Per VDOT Proj. # 6029-030-102, RW-201
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
Exist. R/W & L/A Line Per VDOT Proj. # 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. R/W Per DB 1233, PG 2486
Exist. L/A Line
Exist. L/A
Line
Exist. L/A Line
End Exist. L/A Line
56. 89'+99. 57VDH Mon. Fd.
Exist. R/W Per DB 255, PG 86
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.
Exist. R/W Per DB 1267, PG 1993
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. Temp. Constr. Easement
Prop. Temp. Constr. Easement
Prop. Temp. Constr. Easement
Prop. Temp. Constr. Easement
Prop. Perm. Slope Easement
Prop. Temp. Constr. 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
U.S. ROUTE 15, 17, 29 NB CONSTR. B
RAMP D CONSTR. BL
RAMP D CONSTR. B
U.S. ROUTE 15, 17, 29 NB CONSTR. B
U.S. ROUTE 15, 17, 29 SB 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
U.S. ROUTE 15, 17, 29 NB CONSTR. B
U.S. ROUTE 15, 17, 29 SB 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 NB CONSTR. B
U.S. ROUTE 15, 17, 29 SB CONSTR. B
U.S. ROUTE 15, 17, 29 NB CONSTR. 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
U.S. ROUTE 15, 17, 29 SB CONSTR. B
U.S. ROUTE 15, 17, 29 NB 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
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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