James River Crossing Profile - nao.usace.army.mil · dominion ground clearance is controlled by 5ma...
6
PLS-CADD DRAWING 40+00 50+00 60+00 70+00 80+00 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 PI -2°06'36" PI -0°02'32" PI 13°16'57" 14'39" 582-7 15.205A 155FT 582-7-10.POL STA=46+19.96 HT=157.00 ELE=31.12 HT ADJUST=2.00 GALV 12-F NEW: 1 15.205A 582-8 15.205A 155FT 582-7-10.POL STA=52+60.29 HT=157.00 ELE=34.41 HT ADJUST=2.00 GALV 12-F NEW: 1 15.205A 582-9 15.205A 155FT 582-7-10.POL STA=58+99.82 HT=157.00 ELE=30.31 HT ADJUST=2.00 GALV 12-F NEW: 1 15.205A 582-10 15.205A 155FT 582-7-10.POL STA=66+58.62 HT=157.00 ELE=25.72 HT ADJUST=2.00 GALV 12-F NEW: 1 15.205A 582-11 15.210 170FT 582-11.POL STA=73+53.30 HT=172.00 ELE=22.28 HT ADJUST=2.00 FUTURE-11 GALV 12-F NEW: 1 15.210 2 96.500 FUTURE/11 535-5.POL STA=77+83.78 HT=180.00 ELE=19.43 HT ADJUST=20.00 NEW: 1 15351286 582/12 5VDEA2020.TOW STA=84+42.62 HT=138.00 ELE=0.00 HT ADJUST=18.00 GSTL 12-F 5VDEA 20 20 20 20 20 NEW: 1 15.716 837.45 640.33 639.53 758.79 694.69 1089.32 582-7 582-8 582-9 582-10 582-11 FUTURE/11 582/12 582/13 PI 58+99.82 -2°06'36" PI 66+58.62 -0°02'32" PI 73+53.30 13°16'57" PI 84+42.62 -71°14'39" 40+00 50+00 60+00 70+00 80+00 90+00 DRAWN CHECKED INSPECTED APPROVED NAME DATE SHEET NO. SCALE OF CAD NO. DRAWING NO. PROJECT NO. B/M NO. W.O. NO. $DGNSPEC$ $SYTIME$ FILE NO. REVISIONS CHECKED APPROVED DESCRIPTION NO. DATE BY (N.E.S.C.) SPECIFICATIONS DESIGN N.E.S.C. CLEARANCES RULING SPAN ICE °F WATER GROUND ROAD RAILROAD CONDUCTOR INSTALLED SIZE STRINGING TENSION 60°F MAXIMUM TENSION INSTALLED SIZE STRINGING TENSION 60°F MAXIMUM TENSION SHIELD WIRE ELECTRONIC DATA LOADING WIND 4 LBS. SEE TABLE SEE TABLE SEE TABLE SEE TABLE SEE TABLE SEE TABLE SEE TABLE PLS CADD 'X' - C = NUMBER OF CONDUCTOR DAMPERS 'X' - S = NUMBER OF STATIC DAMPERS EROSION & SEDIMENTATION NOTES: ACCORDANCE WITH THE COMPANY'S GENERAL CONSTRUCTION PROVISIONS AND GENERAL EROSION AND SEDIMENTATION CONTROL PLAN. 2. EROSION & SEDIMENTATION MEASURES TAKEN AT EACH STRUCTURE SHALL BE SPECIFIED BY THE PROJECT COORDINATOR AND IMPLEMENTED PRIOR TO EARTH DISTURBING ACTIVITIES. 1. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN 3. AT A MINIMUM, AREAS MARKED ON THE PLAN AND PROFILE DRAWING EARTH DISTURBING ACTIVITIES OCCUR UPSTREAM OF THESE AREAS. BY SHALL BE PROTECTED AGAINST EROSION WHEN ANY 2007 EDITION 1/2'' 0° KV TRANSMISSION LINE 29.9 FT 27.9 FT 27.9 FT 35.9 FT DOMINION GROUND CLEARANCE IS CONTROLLED BY 5MA ELECTROSTATIC INDUCTION TO LARGEST VEHICLE ON THE R/W UNDER THE 120 F. FINAL CURVE. THIS IS CONTROLLED BY WIRE SIZE, TOWER DATA, PHASING CONFIGURATION, ETC. SPAN CONDUCTOR (FEET) 60°F INITIAL MAXIMUM TENSION (LBS) MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL MAXIMUM MAXIMUM MAXIMUM MAXIMUM RULING SPAN 60°F INITIAL 60°F INITIAL MAXIMUM MAXIMUM 1'' = 30' V 1'' = 200' H MAXIMUM 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL 60°F INITIAL MAXIMUM MAXIMUM MAXIMUM MAXIMUM 60°F INITIAL 60°F INITIAL MAXIMUM MAXIMUM 60°F INITIAL MAXIMUM NAD 83/88 VA NORTH KAK EK 2611 45 0 DEG F INITIAL 60 DEG F INITIAL 235 DEG F FINAL 582 LINE STRUNG ON NORTH SIDE OF DC STRUCTURES 582-3 - 582-11 794 DNO 9809 3509 7750 582-3 - 582-11 793 DNO 9809 3512 7750 582-3 - 582-11 793 1351 ACSR 45/7 "DIPPER" 7864 14500 582-11 - 582/12 1070 DNO 9809 3641 8500 582-11 - 582/12 1115 DNO 9809 3575 8500 582-11 - 582/12 1089 1351 ACSR 45/7 "DIPPER" 7571 14500 582/12 - 582/15 979 DNO 9809 3827 8500 582/12 - 582/15 955 DNO 9809 3878 8500 582/12 - 582/15 966 1351 ACSR 45/7 "DIPPER" 7690 14500 DNO 9809 058201 7/9/2015 PAGE 2/16 582-7 - 582/12 16 2 1-582-1- 01-582-01 60` MIN WATER CLEARANCE ABOVE MHW AT ALL LOCATIONS U.N.O. 180` WATER CLEARANCE AT CHANNELS MHW = 1.01` RIVER BOTTOM K:\WORK\TRANS\05\058201\058201.XYZ 99-2245 500 582 SURRY - SKIFFES CREEK VERT. SCALE HORIZ. SCALE 30.0 FT. 200.0 FT. Structure 582/11 Structure 582/12 Structure 582/10 Structure 582/9 Structure 582/8 Structure 582/7 Vertical Scale 1.1 = MHW James River Bank James River Crossing Profile
Transcript of James River Crossing Profile - nao.usace.army.mil · dominion ground clearance is controlled by 5ma...
PLS-CADD DRAWING
40
+0
0
50
+0
0
60
+0
0
70
+0
0
80
+0
0
-20
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
-20
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
PI
-2°0
6'3
6"
PI
-0°0
2'3
2"
PI
13
°16
'57
"
14
'39
"
58
2-7
15
.20
5A
15
5F
T 5
82
-7-1
0.P
OL
ST
A=
46
+1
9.9
6H
T=
15
7.0
0 E
LE
=3
1.1
2H
T A
DJU
ST
=2.0
0G
ALV
12
-F
NE
W:
1 1
5.2
05
A
58
2-8
15
.20
5A
15
5F
T 5
82
-7-1
0.P
OL
ST
A=
52
+6
0.2
9H
T=
15
7.0
0 E
LE
=3
4.4
1H
T A
DJU
ST
=2.0
0G
ALV
12
-F
NE
W:
1 1
5.2
05
A
58
2-9
15
.20
5A
15
5F
T 5
82
-7-1
0.P
OL
ST
A=
58
+9
9.8
2H
T=
15
7.0
0 E
LE
=3
0.3
1H
T A
DJU
ST
=2.0
0G
ALV
12
-F
NE
W:
1 1
5.2
05
A
58
2-1
0 1
5.2
05
A 1
55
FT
58
2-7
-10
.PO
LS
TA
=6
6+
58
.62
HT
=1
57
.00
EL
E=
25
.72
HT
AD
JUS
T=
2.0
0G
ALV
12
-F
NE
W:
1 1
5.2
05
A
58
2-1
1 1
5.2
10
17
0F
T 5
82
-11
.PO
LS
TA
=7
3+
53
.30
HT
=1
72
.00
EL
E=
22
.28
HT
AD
JUS
T=
2.0
0F
UT
UR
E-1
1G
ALV
12
-F
NE
W:
1 1
5.2
10
2 9
6.5
00
FU
TU
RE
/11
535
-5.P
OL
ST
A=
77
+8
3.7
8H
T=
18
0.0
0 E
LE
=1
9.4
3H
T A
DJU
ST
=2
0.0
0
NE
W:
1 1
53
51
28
6
58
2/1
2 5
VD
EA
20
20
.TO
WS
TA
=8
4+
42
.62
HT
=1
38
.00
EL
E=
0.0
0H
T A
DJU
ST
=1
8.0
0G
ST
L1
2-F
5V
DE
A 20
20
20
20
20
NE
W:
1 1
5.7
16
837.45
640.33 639.53758.79
694.69 1089.32
582-7 582-8 582-9582-10
582-11
FUTURE/11582/12
582/13
PI
58
+99
.82
-2°0
6'3
6"
PI
66
+58
.62
-0°0
2'3
2"
PI73+
53.3
013°1
6'5
7"
PI84+42.62
-71°14'39"4
0+
00
50
+0
0
60
+0
0
70
+0
0
80+
00
90+00
DRAWN
CHECKED
INSPECTED
APPROVED
NAME DATE SHEET NO.SCALE
OF
CAD NO.
DRAWING NO.
PROJECT NO. B/M NO.W.O. NO.
$D
GN
SP
EC
$
$S
YT
IME
$
FIL
E N
O.
REVISIONS
CH
EC
KE
D
AP
PR
OV
ED
DE
SC
RIP
TIO
N
NO
.D
AT
EB
Y
(N.E.S.C.)
SPECIFICATIONS
DESIGN
N.E.S.C. CLEARANCES RULING SPAN
ICE °F WATER GROUND ROAD RAILROAD CONDUCTOR
INSTALLEDSIZE
STRINGINGTENSION 60°F
MAXIMUMTENSION
INSTALLEDSIZE
STRINGINGTENSION 60°F
MAXIMUMTENSION
SHIELD WIRE
ELECTRONIC
DATA
LOADING
WIND
4 LBS.
SEE TABLE SEE TABLE SEE TABLESEE TABLE SEE TABLE SEE TABLE SEE TABLE PLS CADD
'X' - C = NUMBER OF CONDUCTOR DAMPERS
'X' - S = NUMBER OF STATIC DAMPERS
EROSION & SEDIMENTATION NOTES:
ACCORDANCE WITH THE COMPANY'S GENERAL CONSTRUCTION PROVISIONSAND GENERAL EROSION AND SEDIMENTATION CONTROL PLAN.
2. EROSION & SEDIMENTATION MEASURES TAKEN AT EACH STRUCTURESHALL BE SPECIFIED BY THE PROJECT COORDINATOR AND IMPLEMENTEDPRIOR TO EARTH DISTURBING ACTIVITIES.
1. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN
3. AT A MINIMUM, AREAS MARKED ON THE PLAN AND PROFILE DRAWING
EARTH DISTURBING ACTIVITIES OCCUR UPSTREAM OF THESE AREAS.BY SHALL BE PROTECTED AGAINST EROSION WHEN ANY
2007 EDITION
1/2'' 0°
KV TRANSMISSION LINE
29.9 FT 27.9 FT 27.9 FT 35.9 FT
DOMINION GROUND CLEARANCE IS CONTROLLED BY 5MA ELECTROSTATIC INDUCTION TO LARGEST VEHICLE ON THE R/W UNDER THE 120 F. FINAL CURVE. THIS IS CONTROLLED BY WIRE SIZE, TOWER DATA, PHASING CONFIGURATION, ETC.
SPAN CONDUCTOR(FEET)
60°F INITIAL
MAXIMUM
TENSION (LBS)
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
RULING SPAN
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
1'' = 30' V
1'' = 200' H
MAXIMUM
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
60°F INITIAL
MAXIMUM
NAD 83/88 VA NORTH
KAKEK
2611
45
0 DEG F INITIAL
60 DEG F INITIAL
235 DEG F FINAL
582 LINE STRUNG ON NORTH SIDE OF DC STRUCTURES
582-3 -582-11 794 DNO 9809 3509
7750582-3 -582-11 793
DNO 9809
35127750
582-3 -582-11 793
1351ACSR 45/7 "DIPPER"
786414500
582-11 -582/12 1070
DNO 9809
36418500
582-11 -582/12 1115
DNO 9809
35758500
582-11 -582/12 1089
1351ACSR 45/7 "DIPPER"
757114500
582/12 -582/15 979
DNO 9809
38278500
582/12 -582/15 955
DNO 9809
38788500
582/12 -582/15 966
1351ACSR 45/7 "DIPPER"
769014500
DNO 9809
0582017/9/2015PAGE 2/16
582-7 - 582/12
162
1-582-1-
01-5
82-0
1
60` MIN WATER CLEARANCE ABOVE MHW AT ALL LOCATIONS U.N.O.180` WATER CLEARANCE AT CHANNELS
MHW = 1.01`
RIVER BOTTOM
K:\WORK\TRANS\05\058201\058201.XYZ
99-2245
500 582SURRY - SKIFFES CREEK
VERT. SCALE
HORIZ. SCALE
30.0 FT.
200.0 FT.
Structure 582/11
Structure 582/12
Structure 582/10
Structure 582/9
Structure 582/8
Structure 582/7
Vertical Scale 1.1 = MHW
James River Bank
James River Crossing Profile
PLS-CADD DRAWING
90
+0
0
10
0+
00
11
0+
00
12
0+
00
13
0+
00
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
58
2/1
3 5
VH
T0
02
0.T
OW
ST
A=
94
+0
9.4
8H
T=
13
4.2
9 E
LE
=0
.00
HT
AD
JUS
T=
18
.00
GS
TL
12
-F5V
HT 20
20
20
20
NE
W:
1 1
5.7
12
58
2/1
4 5
VH
T0
02
0.T
OW
ST
A=
10
3+
75
.34
HT
=1
34
.29
EL
E=
0.0
0H
T A
DJU
ST
=1
8.0
0G
ST
L1
2-F
5V
HT 20
20
20
20
NE
W:
1 1
5.7
12
58
2/1
5 5
VH
A0
03
0.T
OW
ST
A=
11
3+
43
.20
HT
=1
28
.00
EL
E=
0.0
0H
T A
DJU
ST
=1
8.0
0G
ST
L1
2-F
5V
HA 30
30
30
30
NE
W:
1 1
5.7
15
58
2/1
6 5
VH
T0
02
0.T
OW
ST
A=
11
9+
74
.98
HT
=1
34
.29
EL
E=
0.0
0H
T A
DJU
ST
=1
8.0
0G
ST
L1
2-F
5V
HT 20
20
20
20
NE
W:
1 1
5.7
12
58
2/1
7 5
VH
T0
02
0.T
OW
ST
A=
13
0+
24
.68
HT
=1
34
.29
EL
E=
0.0
0H
T A
DJU
ST
=1
8.0
0G
ST
L1
2-F
5V
HT 20
20
20
20
NE
W:
1 1
5.7
12
966.86965.86 967.86 631.78 1049.70
582/13 582/14 582/15
582/16
582/17
90
+0
0
10
0+
00
11
0+
00
120+
00
130+
00
DRAWN
CHECKED
INSPECTED
APPROVED
NAME DATE SHEET NO.SCALE
OF
CAD NO.
DRAWING NO.
PROJECT NO. B/M NO.W.O. NO.
$D
GN
SP
EC
$
$S
YT
IME
$
FIL
E N
O.
REVISIONS
CH
EC
KE
D
AP
PR
OV
ED
DE
SC
RIP
TIO
N
NO
.D
AT
EB
Y
(N.E.S.C.)
SPECIFICATIONS
DESIGN
N.E.S.C. CLEARANCES RULING SPAN
ICE °F WATER GROUND ROAD RAILROAD CONDUCTOR
INSTALLEDSIZE
STRINGINGTENSION 60°F
MAXIMUMTENSION
INSTALLEDSIZE
STRINGINGTENSION 60°F
MAXIMUMTENSION
SHIELD WIRE
ELECTRONIC
DATA
LOADING
WIND
4 LBS.
SEE TABLE SEE TABLE SEE TABLESEE TABLE SEE TABLE SEE TABLE SEE TABLE PLS CADD
'X' - C = NUMBER OF CONDUCTOR DAMPERS
'X' - S = NUMBER OF STATIC DAMPERS
EROSION & SEDIMENTATION NOTES:
ACCORDANCE WITH THE COMPANY'S GENERAL CONSTRUCTION PROVISIONSAND GENERAL EROSION AND SEDIMENTATION CONTROL PLAN.
2. EROSION & SEDIMENTATION MEASURES TAKEN AT EACH STRUCTURESHALL BE SPECIFIED BY THE PROJECT COORDINATOR AND IMPLEMENTEDPRIOR TO EARTH DISTURBING ACTIVITIES.
1. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN
3. AT A MINIMUM, AREAS MARKED ON THE PLAN AND PROFILE DRAWING
EARTH DISTURBING ACTIVITIES OCCUR UPSTREAM OF THESE AREAS.BY SHALL BE PROTECTED AGAINST EROSION WHEN ANY
2007 EDITION
1/2'' 0°
KV TRANSMISSION LINE
29.9 FT 27.9 FT 27.9 FT 35.9 FT
DOMINION GROUND CLEARANCE IS CONTROLLED BY 5MA ELECTROSTATIC INDUCTION TO LARGEST VEHICLE ON THE R/W UNDER THE 120 F. FINAL CURVE. THIS IS CONTROLLED BY WIRE SIZE, TOWER DATA, PHASING CONFIGURATION, ETC.
SPAN CONDUCTOR(FEET)
60°F INITIAL
MAXIMUM
TENSION (LBS)
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
RULING SPAN
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
1'' = 30' V
1'' = 200' H
MAXIMUM
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
60°F INITIAL
MAXIMUM
NAD 83/88 VA NORTH
KAKEK
2611
46
582/12 -582/15 979 DNO 9809 3827
8500582/12 -582/15 955 DNO 9809 3878
8500
582/12 -582/15 966 1351
ACSR 45/7 "DIPPER"7690
14500
582/15 -582/20 1113 DNO 9809
35798500
582/15 -582/20 1124 DNO 9809
35608500
582/15 -582/20 1118 1351
ACSR 45/7 "DIPPER"7523
14500
0582017/9/2015PAGE 3/16
582/13 - 582/17
163
1-582-1-
01-5
82-0
1
60 DEG F INITIAL
0 DEG F INITIAL
60` MIN WATER CLEARANCE ABOVE MHW AT ALL LOCATIONS U.N.O.180` WATER CLEARANCE AT CHANNELS
MHW = 1.01`
4/1/144/1/14
K:\WORK\TRANS\05\058201\058201.XYZ
99-2245
500 582SURRY - SKIFFES CREEK
235 DEG F FINAL
VERT. SCALE
HORIZ. SCALE
30.0 FT.
200.0 FT.
Structure 582/13
Structure 582/14
Structure 582/15
Structure 582/16
Structure 582/17
James River Crossing Profile
PLS-CADD DRAWING
13
0+
00
14
0+
00
15
0+
00
16
0+
00
17
0+
00
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
58
2/1
7 5
VH
T0
02
0.T
OW
ST
A=
13
0+
24
.68
HT
=1
34
.29
EL
E=
0.0
0H
T A
DJU
ST
=18
.00
GS
TL
12
-F5V
HT 20
20
20
20
NE
W:
1 1
5.7
12
58
2/1
8 5
VH
T2
02
5.T
OW
ST
A=
14
2+
34
.38
HT
=1
59
.29
EL
E=
0.0
0H
T A
DJU
ST
=1
8.0
0G
ST
L1
2-F
5V
HT 20
25
25
25
25
NE
W:
1 1
5.7
12
58
2/1
9 5
VH
T2
02
5.T
OW
ST
A=
15
4+
84
.29
HT
=1
59
.29
EL
E=
0.0
0H
T A
DJU
ST
=1
8.0
0G
ST
L1
2-F
5V
HT 20
25
25
25
25
NE
W:
1 1
5.7
12
58
2/2
0 5
VD
EA
20
20
.TO
WS
TA
=1
67
+0
5.6
0H
T=
13
8.0
0 E
LE
=0
.00
HT
AD
JUS
T=
18
.00
GS
TL
12
-F5V
DE
A 20
20
20
20
20
NE
W:
1 1
5.7
16
58
2/2
1 X
58
B_
50
0K
V+
30
+2
3+
23
+2
3+
23
_R
2.T
OW
ST
A=
17
7+
49
.75
HT
=2
97
.06
EL
E=
0.0
0H
T A
DJU
ST
=1
8.5
0G
ST
L1
2-F
SA
E R
IVE
R C
RO
SS
ING 30
23
23
23
23
NE
W
1209.70 1249.91 1221.31
1044.15
582/17 582/18 582/19582/20
582/21
71 0
170+00
180+00
DRAWN
CHECKED
INSPECTED
APPROVED
NAME DATE SHEET NO.SCALE
OF
CAD NO.
DRAWING NO.
PROJECT NO. B/M NO.W.O. NO.
$D
GN
SP
EC
$
$S
YT
IME
$
FIL
E N
O.
REVISIONS
CH
EC
KE
D
AP
PR
OV
ED
DE
SC
RIP
TIO
N
NO
.D
AT
EB
Y
(N.E.S.C.)
SPECIFICATIONS
DESIGN
N.E.S.C. CLEARANCES RULING SPAN
ICE °F WATER GROUND ROAD RAILROAD CONDUCTOR
INSTALLEDSIZE
STRINGINGTENSION 60°F
MAXIMUMTENSION
INSTALLEDSIZE
STRINGINGTENSION 60°F
MAXIMUMTENSION
SHIELD WIRE
ELECTRONIC
DATA
LOADING
WIND
4 LBS.
SEE TABLE SEE TABLE SEE TABLESEE TABLE SEE TABLE SEE TABLE SEE TABLE PLS CADD
'X' - C = NUMBER OF CONDUCTOR DAMPERS
'X' - S = NUMBER OF STATIC DAMPERS
EROSION & SEDIMENTATION NOTES:
ACCORDANCE WITH THE COMPANY'S GENERAL CONSTRUCTION PROVISIONSAND GENERAL EROSION AND SEDIMENTATION CONTROL PLAN.
2. EROSION & SEDIMENTATION MEASURES TAKEN AT EACH STRUCTURESHALL BE SPECIFIED BY THE PROJECT COORDINATOR AND IMPLEMENTEDPRIOR TO EARTH DISTURBING ACTIVITIES.
1. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN
3. AT A MINIMUM, AREAS MARKED ON THE PLAN AND PROFILE DRAWING
EARTH DISTURBING ACTIVITIES OCCUR UPSTREAM OF THESE AREAS.BY SHALL BE PROTECTED AGAINST EROSION WHEN ANY
2007 EDITION
1/2'' 0°
KV TRANSMISSION LINE
29.9 FT 27.9 FT 27.9 FT 35.9 FT
DOMINION GROUND CLEARANCE IS CONTROLLED BY 5MA ELECTROSTATIC INDUCTION TO LARGEST VEHICLE ON THE R/W UNDER THE 120 F. FINAL CURVE. THIS IS CONTROLLED BY WIRE SIZE, TOWER DATA, PHASING CONFIGURATION, ETC.
SPAN CONDUCTOR(FEET)
60°F INITIAL
MAXIMUM
TENSION (LBS)
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
RULING SPAN
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
1'' = 30' V
1'' = 200' H
MAXIMUM
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
60°F INITIAL
MAXIMUM
NAD 83/88 VA NORTH
KAKEK
2611
47
582/15 -582/20 1113 DNO 9809 3579
8500582/15 -582/20 1124 DNO 9809 3560
8500
582/15 -582/20 1118 1351
ACSR 45/7 "DIPPER"7523
14500
582/20 -582/29 1586 DNO 9809
34029000
582/20 -582/29 1586 DNO 9809
34029000
582/20 -582/29 1586 1351
ACSR 45/7 "DIPPER"7184
14500
0582017/9/2015PAGE 4/16
582/17 - 582/21
164
1-582-1-
01-5
82-0
1
60 DEG F INITIAL
0 DEG F INITIAL
60` MIN WATER CLEARANCE ABOVE MHW AT ALL LOCATIONS U.N.O.180` WATER CLEARANCE AT CHANNELS
MHW = 1.01`
4/1/144/1/14
K:\WORK\TRANS\05\058201\058201.XYZ
99-2245
500 582SURRY - SKIFFES CREEK
235 DEG F FINAL
VERT. SCALE
HORIZ. SCALE
30.0 FT.
200.0 FT.
Structure 582/17
Structure 582/18
Structure 582/19
Structure 582/20
Structure 582/21
James River Crossing Profile
PLS-CADD DRAWING
18
0+
00
19
0+
00
20
0+
00
21
0+
00
22
0+
00
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
58
2/2
1 X
58
B_
50
0K
V+
30
+2
3+
23
+2
3+
23
_R
2.T
OW
ST
A=
17
7+
49
.75
HT
=2
97
.06
EL
E=
0.0
0H
T A
DJU
ST
=1
8.5
0G
ST
L1
2-F
SA
E R
IVE
R C
RO
SS
ING 30
23
23
23
23
NE
W:
1 1
-58
2-1
-31
58
2/2
2 X
58
B_
50
0K
V+
30
+2
3+
23
+2
3+
23
_R
2.T
OW
ST
A=
19
1+
78
.03
HT
=2
97
.06
EL
E=
0.0
0H
T A
DJU
ST
=1
8.5
0G
ST
L1
2-F
SA
E R
IVE
R C
RO
SS
ING 30
23
23
23
23
NE
W:
1 1
-58
2-1
-31
2 4
4.2
12
A
58
2/2
3 5
VH
T4
03
5.T
OW
ST
A=
21
2+
31
.13
HT
=1
89
.29
EL
E=
0.0
0H
T A
DJU
ST
=1
8.0
0G
ST
L1
2-F
5V
HT 40
35
35
35
35
NE
W:
1 1
5.7
12
1428.28 2053.10
1667.64
188.8
582/21 582/22 582/2318
0+
00
19
0+
00
20
0+
00
21
0+
00
22
0+
00
DRAWN
CHECKED
INSPECTED
APPROVED
NAME DATE SHEET NO.SCALE
OF
CAD NO.
DRAWING NO.
PROJECT NO. B/M NO.W.O. NO.
$D
GN
SP
EC
$
$S
YT
IME
$
FIL
E N
O.
REVISIONS
CH
EC
KE
D
AP
PR
OV
ED
DE
SC
RIP
TIO
N
NO
.D
AT
EB
Y
(N.E.S.C.)
SPECIFICATIONS
DESIGN
N.E.S.C. CLEARANCES RULING SPAN
ICE °F WATER GROUND ROAD RAILROAD CONDUCTOR
INSTALLEDSIZE
STRINGINGTENSION 60°F
MAXIMUMTENSION
INSTALLEDSIZE
STRINGINGTENSION 60°F
MAXIMUMTENSION
SHIELD WIRE
ELECTRONIC
DATA
LOADING
WIND
4 LBS.
SEE TABLE SEE TABLE SEE TABLESEE TABLE SEE TABLE SEE TABLE SEE TABLE PLS CADD
'X' - C = NUMBER OF CONDUCTOR DAMPERS
'X' - S = NUMBER OF STATIC DAMPERS
EROSION & SEDIMENTATION NOTES:
ACCORDANCE WITH THE COMPANY'S GENERAL CONSTRUCTION PROVISIONSAND GENERAL EROSION AND SEDIMENTATION CONTROL PLAN.
2. EROSION & SEDIMENTATION MEASURES TAKEN AT EACH STRUCTURESHALL BE SPECIFIED BY THE PROJECT COORDINATOR AND IMPLEMENTEDPRIOR TO EARTH DISTURBING ACTIVITIES.
1. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN
3. AT A MINIMUM, AREAS MARKED ON THE PLAN AND PROFILE DRAWING
EARTH DISTURBING ACTIVITIES OCCUR UPSTREAM OF THESE AREAS.BY SHALL BE PROTECTED AGAINST EROSION WHEN ANY
2007 EDITION
1/2'' 0°
KV TRANSMISSION LINE
29.9 FT 27.9 FT 27.9 FT 35.9 FT
DOMINION GROUND CLEARANCE IS CONTROLLED BY 5MA ELECTROSTATIC INDUCTION TO LARGEST VEHICLE ON THE R/W UNDER THE 120 F. FINAL CURVE. THIS IS CONTROLLED BY WIRE SIZE, TOWER DATA, PHASING CONFIGURATION, ETC.
SPAN CONDUCTOR(FEET)
60°F INITIAL
MAXIMUM
TENSION (LBS)
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
RULING SPAN
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
1'' = 30' V
1'' = 200' H
MAXIMUM
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
60°F INITIAL
MAXIMUM
NAD 83/88 VA NORTH
KAKEK
2611
48
582/20 -582/29 1586 DNO 9809 3402
9000582/20 -582/29 1586 DNO 9809 3402
9000
582/20 -582/29 1586 1351
ACSR 45/7 "DIPPER"7184
14500
0582017/9/2015PAGE 5/16
582/21 - 582/23
165
1-582-1-
01-5
82-0
1
60 DEG F INITIAL
0 DEG F INITIAL
60` MIN WATER CLEARANCE ABOVE MHW AT ALL LOCATIONS U.N.O.180` WATER CLEARANCE AT CHANNELS
CHANNEL CROSSING
MHW = 1.01`
4/1/144/1/14
K:\WORK\TRANS\05\058201\058201.XYZ
99-2245
500 582SURRY - SKIFFES CREEK
235 DEG F FINAL
VERT. SCALE
HORIZ. SCALE
30.0 FT.
200.0 FT.
Structure 582/21
Structure 582/22
Structure 582/23
Secondary Channel Crossing Minimum Vertical Clearance above MHW = 188 ft
James River Crossing Profile
PLS-CADD DRAWING
22
0+
00
23
0+
00
24
0+
00
25
0+
00
26
0+
00
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
58
2/2
4 5
VH
T4
03
5.T
OW
ST
A=
22
8+
98
.77
HT
=1
89
.29
EL
E=
0.0
0H
T A
DJU
ST
=18
.00
GS
TL
12
-F5V
HT 40
35
35
35
35
NE
W:
1 1
5.7
12
58
2/2
5 X
58
B_
50
0K
V+
00
+3
3+
33
+3
3+
33
_R
2.T
OW
ST
A=
24
6+
17
.41
HT
=2
77
.06
EL
E=
0.0
0H
T A
DJU
ST
=1
8.5
0G
ST
L1
2-F
SA
E R
IVE
R C
RO
SS
ING 33
33
33
33
NE
W:
1 1
-58
2-1
-31
58
2/2
6 X
58
B_
50
0K
V+
00
+3
3+
33
+3
3+
33
_R
2.T
OW
ST
A=
25
6+
45
.13
HT
=2
77
.06
EL
E=
0.0
0H
T A
DJU
ST
=1
8.5
0G
ST
L1
2-F
SA
E R
IVE
R C
RO
SS
ING 33
33
33
33
NE
W:
1 1
-58
2-1
-31
1667.64
1718.64 1027.72 1833.05
202.1
582/24 582/25 582/2622
0+
00
23
0+
00
24
0+
00
25
0+
00
26
0+
00
DRAWN
CHECKED
INSPECTED
APPROVED
NAME DATE SHEET NO.SCALE
OF
CAD NO.
DRAWING NO.
PROJECT NO. B/M NO.W.O. NO.
$D
GN
SP
EC
$
$S
YT
IME
$
FIL
E N
O.
REVISIONS
CH
EC
KE
D
AP
PR
OV
ED
DE
SC
RIP
TIO
N
NO
.D
AT
EB
Y
(N.E.S.C.)
SPECIFICATIONS
DESIGN
N.E.S.C. CLEARANCES RULING SPAN
ICE °F WATER GROUND ROAD RAILROAD CONDUCTOR
INSTALLEDSIZE
STRINGINGTENSION 60°F
MAXIMUMTENSION
INSTALLEDSIZE
STRINGINGTENSION 60°F
MAXIMUMTENSION
SHIELD WIRE
ELECTRONIC
DATA
LOADING
WIND
4 LBS.
SEE TABLE SEE TABLE SEE TABLESEE TABLE SEE TABLE SEE TABLE SEE TABLE PLS CADD
'X' - C = NUMBER OF CONDUCTOR DAMPERS
'X' - S = NUMBER OF STATIC DAMPERS
EROSION & SEDIMENTATION NOTES:
ACCORDANCE WITH THE COMPANY'S GENERAL CONSTRUCTION PROVISIONSAND GENERAL EROSION AND SEDIMENTATION CONTROL PLAN.
2. EROSION & SEDIMENTATION MEASURES TAKEN AT EACH STRUCTURESHALL BE SPECIFIED BY THE PROJECT COORDINATOR AND IMPLEMENTEDPRIOR TO EARTH DISTURBING ACTIVITIES.
1. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN
3. AT A MINIMUM, AREAS MARKED ON THE PLAN AND PROFILE DRAWING
EARTH DISTURBING ACTIVITIES OCCUR UPSTREAM OF THESE AREAS.BY SHALL BE PROTECTED AGAINST EROSION WHEN ANY
2007 EDITION
1/2'' 0°
KV TRANSMISSION LINE
29.9 FT 27.9 FT 27.9 FT 35.9 FT
DOMINION GROUND CLEARANCE IS CONTROLLED BY 5MA ELECTROSTATIC INDUCTION TO LARGEST VEHICLE ON THE R/W UNDER THE 120 F. FINAL CURVE. THIS IS CONTROLLED BY WIRE SIZE, TOWER DATA, PHASING CONFIGURATION, ETC.
SPAN CONDUCTOR(FEET)
60°F INITIAL
MAXIMUM
TENSION (LBS)
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
RULING SPAN
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
1'' = 30' V
1'' = 200' H
MAXIMUM
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
60°F INITIAL
MAXIMUM
NAD 83/88 VA NORTH
KAKEK
2611
49
582/20 -582/29 1586 DNO 9809 3402
9000582/20 -582/29 1586 DNO 9809 3402
9000
582/20 -582/29 1586 1351
ACSR 45/7 "DIPPER"7184
14500
0582017/9/2015PAGE 6/16
582/24 - 582/26
166
1-582-1-
01-5
82-0
1
60 DEG F INITIAL
0 DEG F INITIAL
60` MIN WATER CLEARANCE ABOVE MHW AT ALL LOCATIONS U.N.O.180` WATER CLEARANCE AT CHANNELS
CHANNEL CROSSING
MHW = 1.01`
4/1/144/1/14
K:\WORK\TRANS\05\058201\058201.XYZ
99-2245
500 582SURRY - SKIFFES CREEK
235 DEG F FINAL
VERT. SCALE
HORIZ. SCALE
30.0 FT.
200.0 FT.
Structure 582/24
Structure 582/25
Structure 582/26
Federal Channel Crossing Minimum Vertical Clearance above MHW = 201 ft
James River Crossing Profile
PLS-CADD DRAWING
27
0+
00
28
0+
00
29
0+
00
30
0+
00
31
0+
00
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
1°1
6'3
6"
7°2
5'1
1"
58
2/2
7 5
VH
T4
02
5.T
OW
ST
A=
27
4+
78
.19
HT
=1
79
.29
EL
E=
0.0
0H
T A
DJU
ST
=18
.00
GS
TL
12
-F5V
HT 40
25
25
25
25
NE
W:
1 1
5.7
12
58
2/2
8 5
VH
T4
02
5.T
OW
ST
A=
28
6+
67
.06
HT
=1
79
.29
EL
E=
0.0
0H
T A
DJU
ST
=1
8.0
0G
ST
L1
2-F
5V
HT 40
25
25
25
25
NE
W:
1 1
5.7
12
58
2/2
9 1
5-2
25
A 1
05
FT
.PO
LS
TA
=2
99
+2
5.5
4H
T=
10
7.0
0 E
LE
=2
4.0
0H
T A
DJU
ST
=2.0
0G
ST
L1
2-F
NE
W:
1 1
5.2
25
A2
96
.50
0
58
2/3
0 1
5-2
01
_1
30
ST
K4
22
18
96
2 &
89
89
.PO
LS
TA
=3
06
+4
1.4
6H
T=
13
2.0
0 E
LE
=2
5.1
5H
T A
DJU
ST
=2.0
0G
ST
L1
2-F
NE
W:
1 1
5.2
01
1 1
27
0.0
01
12
70
.10
2 9
6.5
00
58
2/3
1 1
5-2
25
A 1
05
FT
.PO
LS
TA
=3
12
+8
9.7
4H
T=
10
7.0
0 E
LE
=2
5.0
8H
T A
DJU
ST
=2.0
0G
ST
L1
2-F
NE
W
1833.05
1188.87 1258.48
715.92 648.28
JAM
ES
RIV
ER
CO
RP
OR
AT
ION
BA
SF
N/F
ED
GE
OF
RIV
ER
582/27 582/28 582/29
582/30
582/31
PI3
12+89
.74
47°2
5'11
"
147.3
ORIGINAL CENTERLINE - RELOCATED
BY COORDINATION WITH PROPERTY OWNER
LINE 582 CENTERLINE
27
0+
00
28
0+
00
29
0+
00
300+00
310+00
DRAWN
CHECKED
INSPECTED
APPROVED
NAME DATE SHEET NO.SCALE
OF
CAD NO.
DRAWING NO.
PROJECT NO. B/M NO.W.O. NO.
$D
GN
SP
EC
$
$S
YT
IME
$
FIL
E N
O.
REVISIONS
CH
EC
KE
D
AP
PR
OV
ED
DE
SC
RIP
TIO
N
NO
.D
AT
EB
Y
(N.E.S.C.)
SPECIFICATIONS
DESIGN
N.E.S.C. CLEARANCES RULING SPAN
ICE °F WATER GROUND ROAD RAILROAD CONDUCTOR
INSTALLEDSIZE
STRINGINGTENSION 60°F
MAXIMUMTENSION
INSTALLEDSIZE
STRINGINGTENSION 60°F
MAXIMUMTENSION
SHIELD WIRE
ELECTRONIC
DATA
LOADING
WIND
4 LBS.
SEE TABLE SEE TABLE SEE TABLESEE TABLE SEE TABLE SEE TABLE SEE TABLE PLS CADD
'X' - C = NUMBER OF CONDUCTOR DAMPERS
'X' - S = NUMBER OF STATIC DAMPERS
EROSION & SEDIMENTATION NOTES:
ACCORDANCE WITH THE COMPANY'S GENERAL CONSTRUCTION PROVISIONSAND GENERAL EROSION AND SEDIMENTATION CONTROL PLAN.
2. EROSION & SEDIMENTATION MEASURES TAKEN AT EACH STRUCTURESHALL BE SPECIFIED BY THE PROJECT COORDINATOR AND IMPLEMENTEDPRIOR TO EARTH DISTURBING ACTIVITIES.
1. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN
3. AT A MINIMUM, AREAS MARKED ON THE PLAN AND PROFILE DRAWING
EARTH DISTURBING ACTIVITIES OCCUR UPSTREAM OF THESE AREAS.BY SHALL BE PROTECTED AGAINST EROSION WHEN ANY
2007 EDITION
1/2'' 0°
KV TRANSMISSION LINE
29.9 FT 27.9 FT 27.9 FT 35.9 FT
DOMINION GROUND CLEARANCE IS CONTROLLED BY 5MA ELECTROSTATIC INDUCTION TO LARGEST VEHICLE ON THE R/W UNDER THE 120 F. FINAL CURVE. THIS IS CONTROLLED BY WIRE SIZE, TOWER DATA, PHASING CONFIGURATION, ETC.
SPAN CONDUCTOR(FEET)
60°F INITIAL
MAXIMUM
TENSION (LBS)
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
RULING SPAN
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
1'' = 30' V
1'' = 200' H
MAXIMUM
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
MAXIMUM
MAXIMUM
60°F INITIAL
60°F INITIAL
MAXIMUM
MAXIMUM
60°F INITIAL
MAXIMUM
NAD 83/88 VA NORTH
KAKEK
2611
50
582/20 -582/29 1586 DNO 9809 3402
9000582/20 -582/29 1586 DNO 9809 3402
9000
582/20 -582/29 1586 1351
ACSR 45/7 "DIPPER"7184
14500
582/29 -582/31 839 DNO 9809
34317750
582/29 -582/31 850 DNO 9809
34087750
582/29 -582/31 844 1351
ACSR 45/7 "DIPPER"7847
14500
0582017/9/2015PAGE 7/16
582/27 - 582/31
167
1-582-1-
01-5
82-0
1
60 DEG F INITIAL
0 DEG F INITIAL
60` MIN WATER CLEARANCE ABOVE MHW AT ALL LOCATIONS U.N.O.180` WATER CLEARANCE AT CHANNELS
MHW = 1.01`
RIVER BOTTOM
4/1/144/1/14
K:\WORK\TRANS\05\058201\058201.XYZ
99-2245
500 582SURRY - SKIFFES CREEK
235 DEG F FINAL
VERT. SCALE
HORIZ. SCALE
30.0 FT.
200.0 FT.
Structure 582/27
Structure 582/28
Structure 582/29
Structure 582/30
Structure 582/31
James River Bank
James River Crossing Profile
