135 - virginia department of transportation - home. island 0. 5’ curb 2. 5’ c&g 2. 5’...
TRANSCRIPT
Conc
. Isl
and
0. 5
’ Cur
b
2. 5
’ C&G
2. 5
’ C&G
2. 5’ C&G
Conc. Walk
Asph
alt
Asph
alt
Metal G
uardr
ail
In Pl. Curb Inlet
Top = 369. 03Inv. Out = 364. 49
In Pl. 75. 8’ 15" RCP
(A)
(B)
In Pl. Curb Inlet
Top = 368. 33Inv. In (A) = 364. 01
Inv. In (B) = 364. 13
Inv. Out = 363. 96
In Pl. 71. 2’ 15" RCP
In Pl. Curb Inlet
Top = 368. 25Inv. In (A) = 363. 01
Inv. In (B) = 363. 23
Inv. Out = 362. 89
In Pl. 70. 7’ 15" RCP
In Pl. Curb Inlet
Top = 368. 83Inv. Out = 364. 49
In Pl. 43. 6’ 15" RCP
In Pl. Curb Inlet
Top = 368. 89Inv. Out = 364. 83
In Pl. 42. 4’ 15" RCP
(A)
(B)
In Pl. Curb Inlet
Top = 368. 57Inv. In = 359. 12
Inv. Out = 359. 03
In Pl. 49. 0’ 15" RCP
In Pl. Grate Inlet
Top = 364. 64Inv. Out = 360. 26
In Pl. 61. 5’ 15" RCP
In Pl. Storm Manhole
Top = 366. 21Inv. In = 360. 01
Inv. Out = 357. 81
In Pl. 53. 6’ 24" RCP
(A)
(B)
(C)
(D)
In Pl. Storm Manhole
Top = 367. 7112" RCP In (A) = 358. 51
24" RCP In (B) = 357. 64
15" RCP In (C) = 358. 21
42" RCP In (D) = 356. 01
42" RCP Out = 355. 86
In Pl. 70. 7’ 15" RCP
Car PartsDump Site
2. 5
’ Silt
Fnc
.
3. 0
’ Silt
Fnc.
4. 0’ Chainlink Fnc.
Jersey Wall Sections
Jersey Wall Sections
(A)(B)
(B)(A)(C)
(D)
In P
l. C
onc.
End
wal
l
Inv.
(A)
= 3
35. 4
5
Inv.
(B)
= 3
35. 0
5
Inv.
(C
) = 3
34. 0
9
Inv.
(D
) = 3
34. 1
1
In P
l. G
rate
Inle
t
Top
= 36
8. 2
5
Inv.
In
(A) =
356
. 19
Inv.
In
(B) =
362
. 10
Inv.
Out
= 3
39. 4
5 @
Botto
m o
f Box
Cul
vert
In P
l. G
rate
Inle
t
Top
= 36
4. 5
5
Inv.
In
= 35
5. 1
3
Inv.
Out
= 3
55. 1
3
In P
l. 7
3. 3
’ 15"
RC
P
(A)
(B)
(A)
(C)
(B)
In P
l. G
rate
Inle
t
Top
= 35
3. 7
6
15" R
CP
In (A
) = 3
51. 2
2
18" R
CP
In (B
) = 3
51. 1
5
15" R
CP
In (C
) = 3
51. 5
2
18" R
CP
Out
= 3
50. 9
9
In P
l. G
rate
Inle
t
Top
= 35
8. 0
0
Inv.
In
= 35
3. 9
6
15" R
CP
Out
= 3
53 8
6
In P
l. P
ipe
End
(Flo
ws
into
Box
Cul
vert)
Inv.
= 3
38. 4
6
In P
l. C
urb
Inle
t
Top
= 36
4. 8
8
Inv.
Out
= 3
54. 6
7
In P
l. 1
83. 5
’ 15"
RC
P
In Pl. Yard Inlet
Top = 354. 81
Inv. Out = 351. 39
In Pl. 154. 3’ 15" RCP
In Pl. Yard InletTop = 355. 2918" R
CP In = 351. 29
Inv. Out = 349. 78
In Pl. 3. 9’ 18" RC
P
(A)
(B)
In Pl. Storm M
anhole
Top = 353. 61
Inv. In (A) = 347. 86
Inv. In (B) = 349. 81
Inv. Out = 347. 71
In Pl. 29. 9’ 18" RCP
(N70°25'29"E 158.47')N65°44'40"E
(N68°37'59"E 239.01')
(N76°21'14"E 693.95')
N49°30'52"W
S79°07'20"W
S70°45'19"W
N76°24'10"W
Lot 26
Lot 27
N70°23'59"E
(N65°46'10"E 100.13')
N68°36'29"E
N76°19'44"E
(S79°08'50"W 144.20')
N4°2
2'18"
E
(S70°46'49"W 605.58')
(N76°22'40"W 236.52')
Limited Access Line
Appr
ox.
Loc.
of
Limite
d Ac
cess
Line
Approx. Loc. ofLimited Access Line
(R=11265. 16' A=605. 00')
S23°
13'4
2"E
(S23
°12'
12"E
62.
57')
(R=250. 00')(A=26. 39')
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
POT 146+76.47
N 64° 12' 10" E
S 60° 40' 48" E
S 5°
46'
11"
E
PI 1
38+1
8.38
DFL
55°
07'0
2" R
t.
PI 142+70.32
DFL 54°54'37" Rt.
Conc.
2. 5' C&G
Conc. Walk
SignSign
Sign
Sign
2. 5
' Silt
Fenc
e
2. 5
' Silt
Fenc
e
Met
alGu
ardr
ailJe
rsey
WallJers
ey W
all
0. 5
' Cur
b
Vade
n Dr
ive -
Rte.
673
1
Rip Rap
Rip Rap
Conc. Conc.
Conc
. Sign
Sign
Sign Sign
Sign
Sign
Conc.
Conc. 2. 5' C&G
2. 5' C&G
2. 5' C&G
Guardrail
In P
l. St
orm
Man
hole
Top
= 36
9. 4
0
Inv.
In =
363
. 00
15" R
CP O
ut =
361
. 30
In P
l. Fl
ared
End
Sec
tion
Inv.
Out
= 3
64. 0
3
In P
l. 94
' - 15
" RCP
Sign
(N4°
23'48
"E 9
0.81
')
(N81°07'54"W 70.62')N81°09'24"W
R=155.28' A=61.76'
(N49°29'22"W)
(68.07')
R=174.09' A=66.16'
(R=174.09' A=66.16')
(R=155.28' A=61.76')
Approx. Loc. ofLimited Access Line
DB 18002 PG 1200Tax# 48-1 ((1)) 90A
WASHINGTON METROPOLITAN AREATRANSIT AUTHORITY
DB 18002 PG 1200Tax# 48-1 ((1)) 90A
WASHINGTON METROPOLITAN AREATRANSIT AUTHORITY
DB 18002 PG 1200Tax# 48-1 ((1)) 90A
WASHINGTON METROPOLITAN AREATRANSIT AUTHORITY
COMMONWEALTH OF VIRGINIADB 6159 PG 968
Vade
n Dr
ive -
Rte.
673
1
COMMONWEALTHOF VIRGINIA
DB 6950 PG 540DB 21953 PG 1530
S23°
06'5
1"E
(S22
°59'
00"E
347
.79'
)
Sign
PL
PL
PL
PL
PL
PL
PL
66VIRGINIA
I NTERSTATE
66VIRGINIA
I NTERSTATE
N 8°
18'
44" E
100
101
102
103
104
105
106
107
S 87° 35' 52" E
N 69° 20' 16" E
S 81° 41' 16" E
133
134
135 136
137
138
142
143
144 145
146
147
PC
PT
PT
PC
PT POT
POT
POT
10
11
12
13
14
POB1
0+00
PT
PCC
PC
Curve HOV3PI = 135+74.50DELTA = 23° 46' 19.59" (RT)D = 12° 19' 18"T = 97.87'L = 192.93'R = 465.00'
134+76.62PC =PT = 136+69.55
Curve HOV4PI = 140+26.32DELTA = 23° 03' 51.58" (LT)D = 12° 19' 18"T = 94.88'L = 187.19'R = 465.00'
139+31.45PC =PT = 141+18.63
139
140
141
PC
PI = 14+42.61DELTA = 103° 42' 37.76" (RT)
L = 276.87'R = 152.96'PC =PT =
Curve RAMP2
T = 194.76'
12+47.8415+24.71
D = 37° 27' 29"
PI = 11+98.66DELTA = 21° 03' 17.90" (RT)
T = 50.32'
R = 270.77'PC =PT =
Curve RAMP1
L = 99.50'
11+48.3412+47.84
D = 21° 09' 37"
Curve HOV5PI = 145+01.41DELTA = 28° 58' 27.46" (RT)D = 12° 19' 18"T = 120.15'L = 235.15'R = 465.00'
143+81.26PC =PT = 146+16.41
CL B
EARI
NGAB
UTM
ENT
A
CL B
EARI
NGAB
UTM
ENT
B
MSE WALL
MSE WALL
MSE WALL
APPR
OACH
SLAB
APPR
OACH
SLAB
REINFORCED
CONCRETEWALL
MSE WALL
32’
Conc
. Isl
and
0. 5
’ Cur
b
2. 5
’ C&G
2. 5
’ C&G
2. 5’ C&G
Conc. Walk
Asph
alt
Asph
alt
Metal G
uardr
ail
In Pl. Curb Inlet
Top = 369. 03Inv. Out = 364. 49
In Pl. 75. 8’ 15" RCP
(A)
(B)
In Pl. Curb Inlet
Top = 368. 33Inv. In (A) = 364. 01
Inv. In (B) = 364. 13
Inv. Out = 363. 96
In Pl. 71. 2’ 15" RCP
In Pl. Curb Inlet
Top = 368. 25Inv. In (A) = 363. 01
Inv. In (B) = 363. 23
Inv. Out = 362. 89
In Pl. 70. 7’ 15" RCP
In Pl. Curb Inlet
Top = 368. 83Inv. Out = 364. 49
In Pl. 43. 6’ 15" RCP
In Pl. Curb Inlet
Top = 368. 89Inv. Out = 364. 83
In Pl. 42. 4’ 15" RCP
(A)
(B)
In Pl. Curb Inlet
Top = 368. 57Inv. In = 359. 12
Inv. Out = 359. 03
In Pl. 49. 0’ 15" RCP
In Pl. Grate Inlet
Top = 364. 64Inv. Out = 360. 26
In Pl. 61. 5’ 15" RCP
In Pl. Storm Manhole
Top = 366. 21Inv. In = 360. 01
Inv. Out = 357. 81
In Pl. 53. 6’ 24" RCP
(A)
(B)
(C)
(D)
In Pl. Storm Manhole
Top = 367. 7112" RCP In (A) = 358. 51
24" RCP In (B) = 357. 64
15" RCP In (C) = 358. 21
42" RCP In (D) = 356. 01
42" RCP Out = 355. 86
In Pl. 70. 7’ 15" RCP
Car PartsDump Site
2. 5
’ Silt
Fnc
.
3. 0
’ Silt
Fnc.
4. 0’ Chainlink Fnc.
Jersey Wall Sections
Jersey Wall Sections
(A)
(B)
(B)
(A)
In P
l. C
onc.
End
wal
lIn
v. (
A) =
337
. 97
Inv.
(B)
= 3
37. 9
7
In P
Top
Inv.
In
P
In P
Top
Inv.
In
v.
In P
In P
l. F
lare
d En
d Se
ctio
nIn
v. O
ut =
350
. 59
In P
lIn
v.
Inv.
In
Pl
(Eas
(A)(B)
(B)(A)(C)
(D)
In P
l. C
onc.
End
wal
l
Inv.
(A)
= 3
35. 4
5
Inv.
(B)
= 3
35. 0
5
Inv.
(C
) = 3
34. 0
9
Inv.
(D
) = 3
34. 1
1
In P
l. F
lare
d En
d Se
ctio
n
Inv.
Out
= 3
59. 0
1
In P
l. G
rate
Inle
t
Top
= 36
2. 7
0
Inv.
Out
= 3
59. 8
6
In P
l. 1
06. 7
’ 24"
RC
P
In P
l. G
rate
Inle
t
Top
= 36
6. 7
5
Inv.
In
= 36
0. 9
2
Inv.
Out
= 3
60. 8
7
In P
l. 1
86. 8
’ 15"
RC
P
In P
l. G
rate
Inle
t
Top
= 36
7. 6
8
Inv.
In
(A) =
358
. 66
Inv.
In
(B) =
361
. 56
Inv.
Out
= 3
58. 5
9
In P
l. 2
08. 0
’ 15"
RC
P
(A)
(B)
In P
l. G
rate
Inle
t
Top
= 36
8. 2
5
Inv.
In
(A) =
356
. 19
Inv.
In
(B) =
362
. 10
Inv.
Out
= 3
39. 4
5 @
Botto
m o
f Box
Cul
vert
In P
l. G
rate
Inle
t
Top
= 36
4. 5
5
Inv.
In
= 35
5. 1
3
Inv.
Out
= 3
55. 1
3
In P
l. 7
3. 3
’ 15"
RC
P
(A)
(B)
(A)
(C)
(B)
In P
l. G
rate
Inle
t
Top
= 35
3. 7
6
15" R
CP
In (A
) = 3
51. 2
2
18" R
CP
In (B
) = 3
51. 1
5
15" R
CP
In (C
) = 3
51. 5
2
18" R
CP
Out
= 3
50. 9
9
In P
l. G
rate
Inle
t
Top
= 35
8. 0
0
Inv.
In
= 35
3. 9
6
15" R
CP
Out
= 3
53 8
6
In P
l. P
ipe
End
(Flo
ws
into
Box
Cul
vert)
Inv.
= 3
38. 4
6
In P
l. C
urb
Inle
t
Top
= 36
4. 8
8
Inv.
Out
= 3
54. 6
7
In P
l. 1
83. 5
’ 15"
RC
P
In Pl. Yard Inlet
Top = 354. 81
Inv. Out = 351. 39
In Pl. 154. 3’ 15" RCP
In Pl. Yard InletTop = 355. 2918" R
CP In = 351. 29
Inv. Out = 349. 78
In Pl. 3. 9’ 18" RC
P
(A)
(B)
In Pl. Storm M
anhole
Top = 353. 61
Inv. In (A) = 347. 86
Inv. In (B) = 349. 81
Inv. Out = 347. 71
In Pl. 29. 9’ 18" RCP
(N70°25'29"E 158.47')N65°44'40"E
(N68°37'59"E 239.01')
(N76°21'14"E 693.95')
N49°30'52"W
S79°07'20"W
S70°45'19"W
N76°24'10"W
Lot 26
Lot 27
N70°23'59"E
(N65°46'10"E 100.13')
N68°36'29"E
N76°19'44"E
(S79°08'50"W 144.20')
N4°2
2'18"
E
(S70°46'49"W 605.58')
(N76°22'40"W 236.52')
Limited Access Line
Appr
ox.
Loc.
of
Limite
d Ac
cess
Line
Approx. Loc. ofLimited Access Line
(R=11265. 16' A=605. 00')
S23°
13'4
2"E
(S23
°12'
12"E
62.
57')
(R=250. 00')(A=26. 39')
Pier Pier Pier Pier Pier Pier Pier
Conc.
2. 5' C&G
Conc. Walk
SignSign
Sign
Sign
2. 5
' Silt
Fenc
e
2. 5
' Silt
Fenc
e
Met
alGu
ardr
ailJe
rsey
WallJe
rsey
Wall
0. 5
' Cur
b
Edge of Pavement Field Shot on 1-3-12Edge of Pavement Field Shot on 1-3-12
Edge of Pavement Field Shot on 1-5-12 Edge of Pavement Field Shot on 1-5-12
Vade
n Dr
ive -
Rte.
673
1
Flar
ed E
nd S
ectio
nIn
v. =
348
. 51
In P
Top
Inv.
In
P
Rip Rap
Rip Rap
Conc. Conc.
Conc
. Sign
Sign
Sign Sign
Sign
Sign
Conc.
Conc. 2. 5' C&G
2. 5' C&G
2. 5' C&G
Guardrail
In P
l. St
orm
Man
hole
Top
= 36
9. 4
0
Inv.
In =
363
. 00
15" R
CP O
ut =
361
. 30
In P
l. Fl
ared
End
Sec
tion
Inv.
Out
= 3
64. 0
3
In P
l. 94
' - 15
" RCP
Sign
Drainage Through Sound Wall36" RCPInv. = 346. 04
362. 65
362. 40361. 90
362. 45
361. 67
362. 02Drainage Through Sound WallInv. = 360. 96
(N4°
23'48
"E 9
0.81
')
(N81°07'54"W 70.62')N81°09'24"W
R=155.28' A=61.76'
(N49°29'22"W)
(68.07')
R=174.09' A=66.16'
(R=174.09' A=66.16')
(R=155.28' A=61.76')
Approx. Loc. ofLimited Access Line
DB 18002 PG 1200Tax# 48-1 ((1)) 90A
WASHINGTON METROPOLITAN AREATRANSIT AUTHORITY
DB 18002 PG 1200Tax# 48-1 ((1)) 90A
WASHINGTON METROPOLITAN AREATRANSIT AUTHORITY
DB 18002 PG 1200Tax# 48-1 ((1)) 90A
WASHINGTON METROPOLITAN AREATRANSIT AUTHORITY
COMMONWEALTH OF VIRGINIADB 6159 PG 968
COMMONWEALTHOF VIRGINIA
DB 6950 PG 540DB 21953 PG 1530
Sign
Sign
Post
PL
PL
PL
PL
PL
PL
66VIRGINIA
I NTERSTATE
66VIRGINIA
I NTERSTATE
66VIRGINIA
I NTERSTATE
66VIRGINIA
I NTERSTATE
N 8°
18'
44" E
100
101
102
103
104
105
106
107
N 70° 51' 29" E
N 65° 27' 48" EN 68° 37' 48" E
S 87° 35' 52" E
N 69° 20' 16" E
S 81° 41' 16" E
201
202
203
204
205
206
207
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
142
143
144 145
146
147
N 68° 37' 48" E
PC
PT
PC PT
PC
PC PT
PT
PC
PT
PT
PC
PT POT
POT
POT
10
11
12
13
14
POB1
0+00
PT
PCC
PC
Curve HOV3PI = 135+74.50DELTA = 23° 46' 19.59" (RT)D = 12° 19' 18"T = 97.87'L = 192.93'R = 465.00'
134+76.62PC =PT = 136+69.55
Curve HOV4PI = 140+26.32DELTA = 23° 03' 51.58" (LT)D = 12° 19' 18"T = 94.88'L = 187.19'R = 465.00'
139+31.45PC =PT = 141+18.63
139
140
141
PC
PI = 14+42.61DELTA = 103° 42' 37.76" (RT)
L = 276.87'R = 152.96'PC =PT =
Curve RAMP2
T = 194.76'
12+47.8415+24.71
D = 37° 27' 29"
PI = 11+98.66DELTA = 21° 03' 17.90" (RT)
T = 50.32'
R = 270.77'PC =PT =
Curve RAMP1
L = 99.50'
11+48.3412+47.84
D = 21° 09' 37"
Curve HOV1PI = 121+19.06DELTA = 3° 10' 00.42" (LT)D = 1° 25' 57"T = 110.57'L = 221.08'R = 4,000.00'
120+08.49PC =PT = 122+29.57
Curve HOV2PI = 126+09.38DELTA = 3° 10' 00.42" (RT)D = 0° 57' 18"T = 165.85'L = 331.62'R = 6,000.00'
124+43.53PC =PT = 127+75.15
Curve HOV5PI = 145+01.41DELTA = 28° 58' 27.46" (RT)D = 12° 19' 18"T = 120.15'L = 235.15'R = 465.00'
143+81.26PC =PT = 146+16.41
CL B
EARI
NGAB
UTM
ENT
A
CL B
EARI
NGAB
UTM
ENT
B
MSE WALL
MSE WALL
MSE WALL
APPR
OACH
SLAB
APPR
OACH
SLAB
REINFORCED
CONCRETEWALL
MSE WALL
107+00.00 108+00.00 109+00.00 110+00.00 111+00.00 112+00.00 113+00.00 114+00.00 115+00.00 116+00.00 117+00.00 118+00.00 119+00.00 120+00.00 121+00.00 122+00.00 123+00.00 124+00.00 125+00.00 126+00.00 127+00.00 128+00.00 129+00.00 130+00.00 131+00.00 132+00.00 133+00.00 134+00.00 135+00.00 136+00.00 137+00.00 138+00.00 139+00.00 140+00.00 141+00.00 142+00.00 143+00.00 144+00.00 145+00.00 146+00.00
356.
46
356.
32
356.
21
356.
14
356.
09
356.
16
356.
13
356.
32
356.
48
356.
71
356.
89
357.
12
357.
44
357.
71
357.
98
358.
23
358.
55
358.
77
359.
06
359.
33
359.
61
359.
87
360.
14
360.
46
360.
71
360.
95
361.
22
361.
53
361.
80
362.
18
362.
43
362.
72
362.
95
363.
13
363.
10
363.
50
363.
53
363.
20
362.
88
362.
77
363.
22
363.
51
362.
91
364.
26
363.
86
363.
97
363.
82
364.
42
368.
51
368.
58
368.
78
368.
93
369.
04
369.
20
369.
47
369.
61
370.
13
369.
98
370.
94
368.
48
368.
60
368.
18
367.
36
366.
33
364.
02
356.
84
359.
38
360.
66
361.
60
363.
85
366.
12
368.
81
361.
79
358.
29
367.
61
370.
72
372.
74
375.
80
373.
61
372.
51
373.
17
+0.65%+0.65%
+6.00%
+6.00%
-1.20%
361.
87
362.
19
362.
52
362.
84
363.
16
363.
49
363.
81
364.
13
364.
46
364.
78
365.
19
365.
94
367.
08
368.
59
370.
48
372.
74
375.
38
378.
34
381.
34
384.
35
387.
30
389.
95
392.
24
394.
19
395.
78
397.
01
397.
89
398.
42
398.
60
398.
42
397.
91
397.
31
396.
71
396.
11
395.
51
394.
91
394.
31
393.
71
393.
11
392.
51
391.
91
391.
31
390.
63
389.
61
388.
26
386.
56
384.
52
382.
14
379.
42
376.
43
I-66 WB
RAMP TOI-66 WB
VADEN ST.
EXISTING GRADE16.5' CLR.
STA.
138
+19
STA.
137
+07
STA.
132
+44
STA.
133
+69
STA.
134
+71
STA.
135
+75
TOP OFEXIST. TRACK
STA.
131
+19
STA.
130
+19
STA.
139
+08.
27
16.5' CLR.15.0' CLR.
B-694
(BLAKE LANE)STA = 146+22.71EL = 372.98
+0.65%
STA = 126+45.00EL = 366.04
L = 356.00K = 66ex = 2.38'
STA = 132+30.00EL = 401.15
L = 510.00K = 71ex = -4.59'SSD = 307'
STA = 141+65.00
EL = 389.93
L = 350.00K = 73ex = -2.01'SSD = 311'
STA = 145+00.00EL = 370.53
L = 140.00K = 18ex = 1.36'
356.
21
356.
14
356.
09
356.
16
356.
13
356.
32
356.
48
356.
71
356.
89
357.
12
357.
44
357.
71
357.
98
358.
23
358.
55
358.
77
359.
06
359.
33
359.
61
359.
87
360.
14
360.
46
360.
71
360.
95
361.
22
365.
18
373.
73
372.
39
372.
53
ELEV
. = 3
64.8
9PV
C 1
24+6
7.00
PVT
128+
23.0
0EL
EV. =
376
.72
PVC
129
+75.
00EL
EV. =
385
.85
ELEV
. = 3
98.0
9PV
T 13
4+85
.00
ELEV
. = 3
79.7
9PV
T 14
3+40
.00
EXISTING GRADE
PVT
145+
70.0
0EL
EV. =
371
.93
LIMIT OFTRACK
STRADDLEBENT (TYP.)
ELEV
. = 3
92.0
3PV
C 1
39+9
0.00
ELEV
. = 3
74.5
8PV
T 14
4+30
.00
+2.00%
-1.20%
-5.79%
-5.79%
_340
_345
_350
_355
_360
_365
_370
_375
_380
_385
_390
_395
_400
_405
_410
_415
_420
340_
345_
350_
355_
360_
365_
370_
375_
380_
385_
390_
395_
400_
405_
410_
415_
420_
107+00.00