GREEN MOUNTAIN POWER LINE B22 REBUILD …...2019/11/14 · 34.5 kV TRANSMISSION LINE LAMOILLE...
5
34.5 kV TRANSMISSION LINE LAMOILLE COUNTY, VERMONT REV. F LINE B22 REBUILD PROJECT GREEN MOUNTAIN POWER ISSUED FOR PERMIT
Transcript of GREEN MOUNTAIN POWER LINE B22 REBUILD …...2019/11/14 · 34.5 kV TRANSMISSION LINE LAMOILLE...
34.5 kV TRANSMISSION LINE
LAMOILLE COUNTY, VERMONT
REV. F
LINE B22 REBUILD PROJECT
GREEN MOUNTAIN POWER
ISSUED FOR PERMIT
aschrader
Text Box
EXHIBIT GMP JRF-11
201
225
50
1417+
57.57
55
', D
CD
A
PI 1
0°4
9'4
6"
PROFILE INFORMATION DETAIL
PLAN & PROFILE LEGEND: .
DESIGN NOTES:
4
Ex.4
ENVIRONMENTAL NOTES:
GENERAL NOTES:
2
SHEET 1
SHEET 2
1
2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
MORRISVILLE
SUBSTATION
END AT EXISTING
DEADEND STRUCTURE
LOCATION PLAN
(FEET)
VICINITY MAP
N.T.S.
PROJECT
AREA
0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 38+00 40+00 42+00 44+00 46+00 48+00 50+00 52+00 54+00 56+00 58+00 60+00 62+00
600
620
640
660
680
700
720
740
760
780
600
620
640
660
680
700
720
740
760
780
PI 0°00'00"
PI 1
4°4
7'1
9"
PI -8
°3
8'0
9"
PI -7
°4
1'4
0"
PI 3
1°2
2'0
0"
RO
AD
C
RO
SS
IN
G 0+
41.06
OH
W C
RO
SS
IN
G 0+
57.25
OH
W C
RO
SS
IN
G 0
+5
7.9
7
OH
W C
RO
SS
IN
G 1
6+
69
.4
9
ST
RE
AM
C
RO
SS
IN
G 2
9+
14
.4
8
ST
RE
AM
C
RO
SS
IN
G
31
+7
0.6
0
OH
W C
RO
SS
IN
G 4
3+
17
.4
8
RO
AD
C
RO
SS
IN
G 55
+51
.1
4
0+
71.36
50-2, D
CD
A
2 G
UY
, 2 A
NC
2+
11.38
50-1, D
CD
E
4+
46.23
45-2, D
CD
A
6+
81.23
50
-2
, D
CD
A
8+
83.54
50-1, D
CD
A
11+
09.83
45-2, D
CD
A
13+
39.99
50-2, D
CD
A
2 G
UY
, 2 A
NC
16+
00.84
55-1, D
CD
A
18
+2
9.5
7
55
-2
, D
CD
A
20
+5
9.5
2
60-1, D
CD
A
22
+8
7.8
8
55-2, D
CD
A
2 G
UY
, 2 A
NC
25
+4
8.4
3
45-1, D
CD
A
27
+9
7.1
8
45-1, D
CD
A
30
+5
7.5
245-1, D
CD
A
33+
18.13
45-1, D
CD
A
35+
72.44
45-1, D
CD
A
38
+3
3.0
845-1, D
CD
A
40+
85.92
45-1, D
CD
A
43+
28.00
50-1, D
CD
A
45
+8
8.4
345-1, D
CD
A
48+
48.36
45-1, D
CD
A
51+
08.46
45-1, D
CD
A
53+
42.73
45-2, D
CD
A
55+
83.03
45-1, D
CH
A
58
+4
2.5
345-1, D
CD
A
61+
02.24
45-1, D
CD
A
63+
61.57
45-1, D
CD
A
71
140, 131
235
235
202
226 230
261
229
230
228
261
249
260
261
254
261
253
242 260
260 260 234
240
260
260 259
76
5.1
11.0
14.5
MO
RR
IS
VILLE
S
UB
ST
AT
IO
N S
TE
EL
1
23
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
2223
24
25
26
27
SU
B
TA
P L
IN
E T
EN
SIO
N N
OT
T
O
EX
CE
ED
2
00
# A
T 6
0°F
Ex.4
1
2
5
6
7
8
9
10
11 12 13 14 15 16 17 18 19 20 21 22 23
24
25
26
27
28
PI 0+
00.00
0°00'00"
PI 0+
71.36
14°47'19"
P
I
1
3
+
3
9
.
9
9
-
8
°
3
8
'0
9
"
PI 2
2+
87
.8
8
-7
°4
1'4
0"
PI 55+
83.03
31°22'00"
N
Ex.6322
Ex.1
Ex.2
Ex.
Ex.5
Ex.6
Ex.7
Ex.8
Ex.9
Ex.10
Ex.11
Ex.12
Ex.13
Ex.14
Ex.15
Ex.16
Ex.17
Ex.18
Ex.19Ex.63/20 Ex.21
Ex.22
Ex.23
Ex.24
Ex.25
Ex.34501
MORRISVILLE
SUBSTATION
2019-SC-101
2019-TOS-102
2019-2
2019-3
3
4
Ex.3
Ex.4
2
0
1
9
-
J
D
-
1
0
0
2
0
1
9
-
J
D
-
1
0
0
2
0
1
9
-
1
HORIZONTAL GRAPHIC SCALE
VERTICAL GRAPHIC SCALE
C
A
D
Y
S
F
A
L
L
S
R
O
A
D
S
A
M
O
S
E
T
S
T
A
G
E
C
O
A
C
H
R
O
A
D
B
R
I
D
G
E
S
T
.
R
T
E
.
1
0
0
M
O
R
R
I
S
T
O
W
N
C
O
R
N
E
R
S
R
D
R
OA
D
CONSTRUCTION LEGEND: .
62+00 64+00 66+00 68+00 70+00 72+00 74+00 76+00 78+00 80+00 82+00 84+00 86+00
560
580
600
620
640
660
680
700
720
740
560 520
620 580
680 640
700 660
720 680
740 700
520
540
560
580
600
620
640
660
680
700
PI 2
8°0
1'1
3"R
OA
D C
RO
SS
IN
G 6
4+
57
.4
4
RO
AD
C
RO
SS
IN
G 7
0+
29.8
9
63+
61.57
45-1, D
CD
A
66+
21.82
45-1, D
CD
A
68+
81.60
45-1, D
CD
A
71+
41.68
45-1, D
CD
A
73+
48.01
45-2, D
CD
A
75+
54.60
45-1, D
CH
A
3 G
UY
S, 2
A
NC
78
+1
3.8
2
45-1, D
CD
A
80
+7
4.0
4
50-1, D
CD
A
259
260
260
260
206
207259
260
168
27
28
29
30
31
32
33
34
26
27
28
29
30
31
32
33 34 35
36
37
PI 75+
54.60
28
°0
1'1
3"
PI 82+
42.25
-56°10'33"
PI 84+13.92
-73°42'55"
PI 85+91.56
46°49'18"
N
Ex.24
Ex.23
Ex.26
Ex.27
Ex.28
Ex.29Ex.30
Ex.19
Ex.31
Ex.6200
Ex.345
Ex.1S
Ex.6318/17- 1-1
Ex.25
Ex.34/6042
Ex.33/6041
Ex.28S
2
0
1
9
-T
O
B
-L
R
L
A
M
O
IL
L
E
R
IV
E
R
2019-4
PI -5
6°10'33
"
PI -7
3°4
2'55"
PI 4
6°4
9'1
8"
PI 0
°00
'00
"
OH
W C
RO
SS
IN
G 81+
81.3
8
RO
AD
C
RO
SS
IN
G 84
+99
.86
OH
W C
RO
SS
IN
G 8
5+
19.5
2
35
82+
42.25
65-1, D
AD
E90-U
B
9 G
UY
S, 9 A
NC
EN
D O
F U
ND
ER
BU
ILD
36
84+
13.92
55-1, D
AD
E90
4 G
UY
S, 4 A
NC
DO
UB
LE
A
LL G
UY
S
37
85+
91.56
40-1, D
AD
E
4 G
UY
S, 4 A
NC
FA
LS
E D
EA
DE
ND
86+
41.13
EX
IS
TIN
G D
E
440, 172
178 50
11.3
10.4
HORIZONTAL GRAPHIC SCALE
VERTICAL GRAPHIC SCALE
N
E
E
D
L
E
S
E
Y
E
R
O
A
D
CA
DY
S F
ALLS
RO
AD
S
T
A
G
E
C
O
A
C
H
R
O
A
D
DUHAMEL R
OAD
G
R
I
G
G
S
R
O
A
D
L
A
C
L
A
I
R
R
O
A
D
CONSTRUCTION LEGEND: .
