PLS-CADD Drawing - Susanville, CA · PDF filePLS-CADD Drawing 30+00 40+00 50+00 60+00 4050...
15
PLS-CADD Drawing 0+00 10+00 20+00 30+00 4050 4100 4150 4200 4050 4100 4150 4200 PI 0°11'04" PI -89°37'21" PI 87°42'01" PI -0°41'42" PI -0°09'24" PI 0°00'00" PI -0°02'26" PI -0°04'30" PI -0°00'55" 1 2 3 4 55-H3 TS-5M H1.1M C6.91G (3)TG-11B (3)TA-2S (3)TM-GSI-B (3)TM-GG . 5 60-H3 TP-60 C1.11/C5.21 TG-11B TA-2S TM-GSI-B TM-GG 6 60-H1 TP-60 C1.41 6A 60-1 TP-60 C1.11/C5.21 TG-11B TA-2S TM-GSI-B TM-GG 7 60-1 TP-60 C1.11 TM-RISER 8 65-H3 TP-60 H1.1 C1.11 9 65-H2 TP-60 C1.11 10 65-1 TP-60 C1.11/C5.21 TG-11B TA-1S TM-GSI-B TM-GG 11 60-H1 TP-60 C1.11 12 60-H2 TP-60 H1.1 C1.11 13 60-H1 TP-60 C1.11 14 60-H2 TP-60 C1.11 15 65-H2 TP-60 C1.11 16 65-H3 TP-60 H1.1 C1.11 17 65-H3 TP-60 C1.11 18 60-H2 TP-60 C1.11 222.69 183.96 67.11 289.95, 105.59, 93.75 196.20 206.33, 72.39, 71.02 104.97, 77.14 87.99, 82.31 201.46, 101.35, 42.82 219.29, 82.30 206.06 202.87, 73.49 192.87 209.51, 110.58, 98.83 200.61 219.00, 75.93 258.11 263.42 248.37 212.63 1 2 3 4 . 5 6 6A 7 8 9 10 11 12 13 14 15 16 17 18 19 20 . . . . . . . . . . . . PI 0+00.00 0°00'00" PI 2+22.67 0°11'04" P I 4 + 0 6 . 6 3 - 8 9 ° 3 7 '2 1 " PI 4+73.74 87°42'01" PI 7+63.69 -0°41'42" PI 9+70.03 -0°09'24" PI 10+75.00 0°00'00" PI 13+58.78 -0°02'26" PI 17+84.13 -0°04'30" PI 21+79.87 -0°00'55" PI 4 4 7 +4 1 .3 4 0 °0 0 '0 0 " PI 458+18. 55 0°00 ' 00 " PI 469+19.54 0°00'00" PI 480+01.98 0°00'00" PI 4 9 0 +7 5 . 4 7 0 ° 0 0 ' 0 0 " PI 501+86.12 0°00'00" PI 512+84.94 0°00'00" P I 5 2 2 + 8 4 . 9 4 0 ° 0 0 ' 0 0 " P I 5 2 3 + 5 5 . 5 0 0 ° 0 0 ' 0 0 " PI 106 8+48.88 0°00'00" PI 1592+55.86 0°00'00" PI 1624 +51.99 0° 00 ' 00" PI 1703 +10.29 0°00' 00" 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 NO DATE REVISION APR BY DESIGNED CHECKED APPROVED DRAWN DATE ENGINEERING RECORD REVISION NO : VERT. SCALE: HORIZ. SCALE: DWG. NAME: JOHNSTONVILLE TO STANDISH PLAN AND PROFILE STA 0+00 to STA 37+50 Sheet 1 of 15 GLG GLG BCK 2-2012 2-2012 2-2012 C 1"=400` 1"=40` ISSUED FOR BID A 2/13 GLG 60 kV TRANSMISSION LINE ISSUED FOR 30% REVIEW B ISSUED FOR 60% REVIEW 4-19-13 GLG BCK ISSUED FOR BID C 6-28-13 GLG BCK
Transcript of PLS-CADD Drawing - Susanville, CA · PDF filePLS-CADD Drawing 30+00 40+00 50+00 60+00 4050...
PLS-CADD Drawing
0+00 10+00 20+00 30+00 4050
4100
4150
4200
4050
4100
4150
4200
PI
0°1
1'0
4"
PI
-89
°37
'21
"
PI
87
°42
'01
"
PI
-0°4
1'4
2"
PI
-0°0
9'2
4"
PI
0°0
0'0
0"
PI
-0°0
2'2
6"
PI
-0°0
4'3
0"
PI
-0°0
0'5
5"
1 2 3 45
5-H
3T
S-5
MH
1.1
MC
6.9
1G
(3)T
G-1
1B
(3
)TA
-2S
(3)T
M-G
SI-
B (
3)T
M-G
G. 56
0-H
3T
P-6
0C
1.1
1/C
5.2
1T
G-1
1B
TA
-2S
TM
-GS
I-B
TM
-GG 6
60
-H1
TP
-60
C1
.41
6A
60
-1T
P-6
0C
1.1
1/C
5.2
1T
G-1
1B
T
A-2
ST
M-G
SI-
B
TM
-GG 7
60
-1T
P-6
0C
1.1
1T
M-R
ISE
R 86
5-H
3T
P-6
0H
1.1
C1
.11 9
65
-H2
TP
-60
C1
.11
10
65
-1T
P-6
0C
1.1
1/C
5.2
1T
G-1
1B
TA
-1S
TM
-GS
I-B
TM
-GG 11
60
-H1
TP
-60
C1
.11
12
60
-H2
TP
-60
H1
.1C
1.1
1
13
60
-H1
TP
-60
C1
.11
14
60
-H2
TP
-60
C1
.11
15
65
-H2
TP
-60
C1
.11
16
65
-H3
TP
-60
H1
.1C
1.1
1
17
65
-H3
TP
-60
C1
.11
18
60
-H2
TP
-60
C1
.11
222.69183.96
67.11
28
9.9
5, 1
05
.59
, 9
3.7
5
196.20 206.33, 72.39, 71.02 10
4.9
7, 7
7.1
4
87
.99
, 8
2.3
1
20
1.4
6, 1
01
.35
, 4
2.8
2
219.29, 82.30 206.06
202.87, 73.49
192.87
20
9.5
1, 1
10
.58
, 9
8.8
3
200.61 219.00, 75.93258.11 263.42 248.37
212.63
1
2 3
4
. 5 6
6A
7 8 9 10 11 12 13 14 15 16 17 18 19 20
. .. . .
.
..
.
.
.
.
PI 0
+00
.00
0°0
0'0
0"
PI 2
+22
.67
0°1
1'0
4"
PI 4+06.63-89°37'21"
PI 4
+7
3. 7
4
87°4
2'0
1"
PI 7
+6
3.6
9
-0° 4
1'4
2"
PI 9
+7
0.0
3
-0°0
9'2
4"
PI 1
0+
75
.00
0°0
0'0
0"
PI 1
3+
58
.78
-0°0
2'2
6"
PI 1
7+
84
.13
-0°0
4'3
0"
PI 2
1+
79
.87
-0°0
0'5
5"
PI 447+41.340°00'00"
PI 458+18.55
0°00'00"
PI 469+19.54
0°00'00"
PI 480+01.980°00'00"
PI 490+75.47
0°00'00"
PI 501+86.12
0°00'00"
PI 512
+84.9
4
0°00
'00"
PI 522+84.940°00'00"
PI 523+55.500°00'00"
PI 1068+48.88
0°00'00"
PI 1
592
+55
.86
0°0
0'0
0"
PI 1624+51.99 0°00'00"
PI 1703+10.29
0°00'00"
5+
00
10
+00
15
+00
20
+00
25
+0
0
30
+0
0
35
+0
0
40
+0
0
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 0+00 to STA 37+50
Sheet 1 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
30+00 40+00 50+00 60+00 4050
4100
4150
4200
4050
4100
4150
4200P
I 4
°45
'54
"
PI
0°2
2'1
7"
PI
0°4
0'0
3"
PI
0°2
4'0
2"
PI
-4°2
3'3
5"
16
65
-H3
TP
-60
H1
.1C
1.1
1
17
65
-H3
TP
-60
C1
.11
18
60
-H2
TP
-60
C1
.11
19
60
-H2
TP
-60
C1
.11
20
60
-H2
TP
-60
H1
.1C
1.1
1
21
65
-H1
TP
-60
-5C
2.2
1T
G-1
1B
TA
-2S
TM
-GS
I-B
TM
-GG 22
60
-H2
TP
-60
C1
.11
23
60
-H2
TP
-60
C1
.11
24
60
-H2
TP
-60
C1
.11
25
60
-H1
TP
-60
C1
.11
26
60
-H1
TP
-60
C1
.11
27
60
-H1
TP
-60
C1
.11
TM
-RC
MP 28
65
-1T
P-6
0-5
H1
.1C
2.2
1(2
)TG
-11
B (
2)T
A-2
S(2
)TM
-GS
I-B
(2
)TM
-GG
TM
-RC
MP 29
65
-H2
TP
-60
C1
.11
TM
-RC
MP 30
60
-H2
TP
-60
C1
.11
31
60
-H2
TP
-60
C1
.11
32
60
-H2
TP
-60
H1
.1C
1.1
1
33
60
-H2
TP
-60
C1
.11
263.42 248.37
212.63 213.42 194.32 193.44 214.37
19
6.5
0, 7
1.2
0, 5
7.4
6
181.15 200.36, 54.95 188.97 185.63232.32 217.30
213.77 218.25 218.45
16 17 18 19 20
2122
2324
2526
2728 29 30 31 32 33 34
.
.
.
.PI 4
1+
99
.27
4°4
5'5
4"
PI 46
+07.0
90°2
2'1
7"
PI 48
+0
3.5
80°4
0'0
3"
PI 49+
84
.73
0°2
4'0
2"
PI 5
5+
59
.68
-4°2
3'3
5"
PI 534+26.750°00'00"
PI 544+81.72 0°00'00"
PI 555+81.22
0°00'00"
PI 1603+13.900°00'00"3
0+
00
35
+0
0
40
+0
0
45+
00
55+
00
60
+00
65
+00
70
+00
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 30+00 to STA 67+50
Sheet 2 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
60+00 70+00 80+00 90+00 4050
4100
4150
4200
4050
4100
4150
4200
PI
-0°1
7'3
7"
PI
-6°0
8'0
8"
PI
-0°5
9'2
6"
PI
-0°2
1'5
6"
PI
6°1
6'5
6"
PI
0°0
9'5
1"
PI
-0°0
0'0
7"
PI
-0°0
1'0
2"
PI
0°0
1'4
3"
PI
0°0
5'0
4"
30
60
-H2
TP
-60
C1
.11
31
60
-H2
TP
-60
C1
.11
32
60
-H2
TP
-60
H1
.1C
1.1
1
33
60
-H2
TP
-60
C1
.11
34
60
-H2
TP
-60
C1
.11
35
65
-1T
P-6
0-5
C2
.21
(2)T
G-1
1B
(2
)TA
-2S
(2)T
M-G
SI-
B (
2)T
M-G
G 36
65
-H2
TP
-60
H1
.1C
1.1
1/A
5.2
1T
M-R
CM
P 37
60
-H2
TP
-60
C1
.11
TM
-RC
MP 38
65
-H2
TP
-60
C1
.11
TM
-RC
MP 39
60
-H2
TP
-60
C1
.11
40
65
-H1
TP
-60
-5H
1.1
C2
.21
(2)T
G-1
1B
TA
-2S
(2)T
M-G
SI-
B (
2)T
M-G
G6
' Dro
pp
ed
Ne
utr
al
41
65
-__
TP
-60
LL
AM
PO
LE
C1
.11
42
60
-H2
TP
-60
C1
.11
43
65
-H3
TP
-60
C1
.11
TM
-RIS
ER 44
65
-H3
TP
-60
H1
.1C
1.1
1
45
65
-__
TP
-60
LL
AM
PO
LE
C1
.11
213.77 218.25 218.45 219.42 198.75, 99.42 201.00 217.03, 82.30 247.15, 85.21 181.08 186.13265.68, 76.34 255.00, 81.79, 79.01 255.00 267.00, 76.33
29
1.0
0, 1
42
.27
, 1
10
.06
, 9
6.0
6
311.46, 104.02
30 31 32 33 34 3536
37
3839
40 41
42 43
44 4546
. .
.
.. .
. .. .
.
. . .
.
.
PI 6
8+
79
.18
-0°1
7'3
7"
PI 70+
77
.93
-6°0
8'0
8"
PI
72+
78.9
3
-0°5
9'2
6"
PI
74+
95.9
6
-0°2
1'5
6"
PI 8
1+
10
.32
6°1
6'5
6"
PI 8
3+
69
.74
0°0
9'5
1"
PI 8
6+
35
.85
-0°0
0'0
7"
PI 8
9+
22
.81
-0°0
1'0
2"
PI 9
1+
51
.85
0°0
1'4
3"
PI 9
4+
41
.06
0°0
5'0
4"
PI 555+81.22
0°00'00"
PI 566+63.550°00'00"
PI 577+49.01
0°00'00"
PI 587+49.0
1
0°00'00"
PI 588+59.9
8
0°00'00"
PI 599+36.360°00'00"
PI 610+15.630°00'00"
PI 620+89.860°00'00"
PI 631+62.350°00'00"
PI 642+57.76
0°00'00"
PI 6
54+0
1.02
0°00
'00"
PI 665+06.56
0°00'00"
PI 676+66.620°00'00"
PI 688+10.69
0°00'00" PI 699+01.510°00'00"
PI 710+22.69
0°00'00"
PI 731+81.
0°00'00"
PI 1079+58.92
0°00'00"
PI 1613+96.49
0°00'00"
60
+00
65
+00
70
+00
80
+0
0
85
+00
90
+00
95
+00
10
0+
00
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 60+00 to STA 97+50
Sheet 3 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
90+00 100+00 110+00 120+00 4050
4100
4150
4200
4050
4100
4150
4200
PI
0°0
1'4
3"
PI
0°0
5'0
4"
PI
0°0
1'3
5"
PI
2°3
9'0
0"
PI
0°1
2'3
5"
PI
-0°0
2'4
8"
PI
0°0
0'4
4"
PI
0°0
1'0
7"
PI
-6°2
2'5
2"
44
65
-H3
TP
-60
H1
.1C
1.1
1
45
65
-__
TP
-60
LL
AM
PO
LE
C1
.11
46
65
-H3
TP
-60
C1
.11
/A5
.21
TG
-11
B T
A-2
ST
M-G
SI-
B T
M-G
G 47
65
-H1
TP
-60
C1
.11
(2)T
G-1
1B
TA
-2S
(2)T
M-G
SI-
B T
M-G
G 48
65
-H3
TP
-60
H1
.1C
1.1
1T
G-1
1B
TA
-1S
TM
-GS
I-B
TM
-GG 49
65
-H3
TP
-60
C1
.11
50
65
-H3
TP
-60
C1
.11
TM
-RC
MP 51
65
-1T
P-6
0C
1.1
1/C
5.2
14
5-4
ST
UB
TG
-14
BT
G-1
1B
TA
-2S
(3)T
M-G
SI-
B T
M-G
G 52
65
-H3
TP
-60
H1
.1C
1.1
1
53
65
-H3
TP
-60
C1
.11
54
65
-H3
TP
-60
C1
.11
55
60
-H2
TP
-60
C1
.11
TG
-11
B T
A-1
ST
M-G
SI-
B T
M-G
GT
M-R
CM
P
56
60
-H2
TP
-60
-5H
1.1
MC
2.2
1/C
5.2
1T
G-1
1B
TA
-2S
TM
-GS
I-B
TM
-GG
RE
CO
MM
EN
D T
HA
T T
EL
EP
HO
NE
AD
D G
UY
& A
NC
HO
R5
76
0-1
TP
-60
C1
.11
267.00, 76.33
29
1.0
0, 1
42
.27
, 1
10
.06
, 9
6.0
6
311.46, 104.02
30
3.8
9, 1
59
.86
, 1
39
.97
, 1
21
.14
, 9
0.7
9
306.19, 96.04, 80.11, 78.63 302.94, 83.88 304.20 298.07 254.18, 84.55 255.26 257.23 253.51
231.94, 92.50 193.92, 131.17
44 45 46 4748
4950
5152
5354
55
56 57 58..
.
.
. . .
.
. . .
.
.
.
.
PI 9
1+
51
.85
0°0
1'4
3"
PI 9
4+
41
.06
0°0
5'0
4"
PI 9
7+
55
.46
0°0
1'3
5"
PI 1
00
+59
.39
2°3
9'0
0"
PI 1
03
+65
.60
0°1
2'3
5"
PI 1
09
+72
.74
-0°0
2'4
8"
PI 1
12
+70
.82
0°0
0'4
4"
PI 1
22
+81
.44
0°0
1'0
7"
PI 1
25
+22
.96
-6°2
2'5
2"
PI 129+
07.7
5
-9°5
8'5
1"
PI 642+57.76
00'00"
PI 6
54+0
1.02
0°00
'00"
PI 665+06.56
0°00'00"
PI 676+66.620°00'00"
PI 688+10.69
0°00'00" PI 699+01.510°00'00"
PI 710+22.69
0°00'00"
PI 720+99.950°00'00"
PI 731+81.71
0°00'00"
PI 742+79.15
0°00'00" PI 753+63.13
0°00'00"PI 764+33.12
0°00'00"
PI 775+17.76
0°00'00"
PI 785+87.46
0°00'00"
PI 796+86.15
0°00'00"
PI 808+17.18
0°00'00"
PI 1079+58.92
0°00'00"
90
+00
95
+00
10
0+
00
10
5+
00
11
0+
00
11
5+
00
12
0+
00
12
5+
00 130
+00
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 90+00 to STA 127+50
Sheet 4 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
120+00 130+00 140+00 150+00 4050
4100
4150
4200
4050
4100
4150
4200
PI
0°0
1'0
7"
PI
-6°2
2'5
2"
PI
-9°5
8'5
1"
PI
0°1
1'4
0"
PI
3°2
4'4
8"
PI
0°2
9'4
6"
PI
-0°0
1'3
9"
54
65
-H3
TP
-60
C1
.11
55
60
-H2
TP
-60
C1
.11
TG
-11
B T
A-1
ST
M-G
SI-
B T
M-G
GT
M-R
CM
P
56
60
-H2
TP
-60
-5H
1.1
MC
2.2
1/C
5.2
1T
G-1
1B
TA
-2S
TM
-GS
I-B
TM
-GG
RE
CO
MM
EN
D T
HA
T T
EL
EP
HO
NE
AD
D G
UY
& A
NC
HO
R
57
60
-1T
P-6
0C
1.1
1
58
65
-__
TP
-60
-5L
LA
M P
OL
EC
2.2
1
59
55
-H1
TP
-60
C1
.11
60
55
-1T
P-6
0H
1.1
C1
.11
61
60
-H1
TP
-60
C1
.11
62
60
-H1
TP
-60
C1
.11
63
60
-1T
P-6
0C
1.1
1
64
55
-2T
P-6
0H
1.1
C1
.11
65
60
-H1
TP
-60
C1
.11
/B5
.21
(2)T
G-1
1B
(2
)TA
-2S
(2)T
M-G
SI-
B (
2)T
M-G
G 66
60
-H1
TP
-60
C1
.11
67
60
-H2
TP
-60
C1
.41
/B5
.21
68
60
-1T
P-6
0H
1.1
C1
.11
69
60
-H1
TP
-60
C1
.11
253.51
231.94, 92.50 193.92, 131.17 190.87 238.91241.44
234.27 324.77, 93.88 279.86 203.49 201.80 243.11, 85.92 301.48 238.15, 74.54 244.54
54
55 5657
5859
6061
6263
6465
66
67
68 69 70
.
.
.
.
..
.
PI 122+
81.4
40°0
1'0
7"
PI 12
5+
22.9
6-6
°22'5
2"
PI 12
9+
07.7
5
-9°5
8'5
1"
PI 1
36+
22.3
7
0°1
1'4
0"
PI 1
46+
32.2
9
3°2
4'4
8"
PI 1
51+
76.8
8
0°2
9'4
6"
PI 1
56+
59.5
8
-0°0
1'3
9"
PI 796+86.15
0°00'00"
PI 808+17.18
0°00'00"
PI 8
19+11
.15
0°00
'00" PI 829+97.11
0°00'00"
PI 840+71.70
0°00'00"
PI 8
52+
04.0
10°0
0'0
0"
PI 863+06.97
0°00'00"
120+
00
125+
00
130
+00 135
+00 140
+00 145
+00
15
0+
00
15
5+
00
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 120+00 to STA 157+50
Sheet 5 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
150+00 160+00 170+00 180+00 4050
4100
4150
4200
4050
4100
4150
4200
PI
0°2
9'4
6"
PI
-0°0
1'3
9"
PI
0°0
6'1
5"
PI
-8°1
0'1
1"
PI
-0°2
4'5
7"
PI
-20
°29
'01
"
PI
11
°39
'56
"
67
60
-H2
TP
-60
C1
.41
/B5
.21
68
60
-1T
P-6
0H
1.1
C1
.11
69
60
-H1
TP
-60
C1
.11
70
60
-1T
P-6
0C
1.1
1
71
60
-1T
P-6
0C
1.1
1
72
60
-H1
TP
-60
H1
.1C
1.1
1/A
5.2
1
73
60
-1T
P-6
0C
1.1
1
74
60
-H1
TP
-60
C1
.11
75
60
-H1
TP
-60
C1
.11
76
60
-1T
P-6
0H
1.1
C2
.21
45
-4 S
TU
B
TG
-14
BT
G-1
1B
TA
-2S
(2)T
M-G
SI-
B T
M-G
G 77
60
-1T
P-6
0C
1.1
1
78
65
-2T
S-4
C2
.52
45
-3 S
TU
B
TG
-14
BT
G-1
1B
TA
-2S
(2)T
M-G
SI-
B T
M-G
G 79
60
-H1
TP
-60
C1
.11
80
60
-H1
TP
-60
H1
.1C
1.1
1
81
65
-2T
S-4
C2
.52
(2)T
G-1
1B
TA
-2S
(2)T
M-G
SI-
B (
2)T
M-G
G
301.48 238.15, 74.54 244.54
22
8.0
5, 1
32
.09
, 1
02
.88
223.22 232.19 246.32, 97.72253.38 257.61 255.37 199.56
203.47 261.16268.29 264.83 270.38
67
68 69 70 71
72
73 74 75 7677
78
79
80
81
8283
.
.
.
.
PI 1
51
+7
6.8
80
°29
'46
"
PI 1
56+
59.5
8-0
°01'3
9"
PI 1
63
+4
3.0
4
0°0
6'1
5"
PI 1
73+
55
.73
-8°1
0'1
1"
PI 17
5+
55.3
0
-0°2
4'5
7"
PI 1
77+5
8.76
-20°
29'0
1"
PI 18
5+53
.04
11°3
9'5
6"
PI 1
88+
23.4
2
12
°41'5
5"
PI 840+71.70
0°00'00"
PI 8
52+
04.0
10°0
0'0
0"
PI 863+06.97
0°00'00"
PI 8
74+04
.72
0°00
'00"
PI 8
84+04
.72
0°00
'00"
PI 894+68.31
0°00'00"
15
0+
00
15
5+
00
16
0+
00
16
5+
00
17
0+
00
17
5+
00
180+
00
185+
00
190
+0
0
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 150+00 to STA 187+50
Sheet 6 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
180+00 190+00 200+00 210+00 4050
4100
4150
4200
4050
4100
4150
4200
PI
11
°39
'56
"
PI
12
°41
'55
"
PI
3°0
0'1
3"
PI
-0°0
2'3
3"
PI
10
1°2
0'5
8"
PI
-81
°35
'02
"
79
60
-H1
TP
-60
C1
.11
80
60
-H1
TP
-60
H1
.1C
1.1
1
81
65
-2T
S-4
C2
.52
(2)T
G-1
1B
TA
-2S
(2)T
M-G
SI-
B (
2)T
M-G
G 82
65
-1T
S-4
C2
.52
(2)T
G-1
1B
TA
-2S
(2)T
M-G
SI-
B (
2)T
M-G
G 83
65
-1T
P-6
0-5
C2
.21
TG
-11
B T
A-2
ST
M-G
SI-
B T
M-G
G 84
60
-H1
TP
-60
H1
.1C
1.1
1
85
60
-H1
TP
-60
C1
.11
86
60
-H1
TP
-60
C1
.11
87
60
-H1
TP
-60
C1
.11
88
60
-H1
TP
-60
H1
.1C
1.1
1
89
65
-__
TS
-5L
LA
M P
OL
EC
6.9
1G 90
65
-H2
TS
-5C
6.9
1G
(7)T
G-1
1B
(4
)TA
-2S
(7)T
M-G
SI-
B (
7)T
M-G
G 91
60
-H1
TP
-60
C1
.11
92
55
-1T
P-6
0H
1.1
C1
.11
93
55
-1T
P-6
0C
1.1
1
268.29 264.83 270.38 252.65 263.81, 75.04 262.41 258.54 259.10 257.04 248.39 181.26 275.77 263.36 245.45 238.97
79
80
81
8283
8485
8687
8889
90
91
92
93
94
95
.
PI 1
85+53
.04
11°3
9'56
"
PI 188
+2
3.4
2
12
°41'5
5"
PI 1
90
+76
.10
3°0
0'1
3"
PI 2
03
+77
.03
-0°0
2'3
3"
PI 206+25.41101°20'58"
PI 2
08+
06.6
7-8
1°35'0
2"
PI 905+
43.3
0
0°0
0'0
0"
180+
00
185+
00
190
+0
0
195
+0
0
200
+0
0
205
+0
0
210+
00
215+
00
220+
00
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 180+00 to STA 217+50
Sheet 7 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
210+00 220+00 230+00 240+00 4050
4100
4150
4200
4050
4100
4150
4200
PI
-17
°15
'48
"
PI
-3°5
6'0
6"
PI
3°2
7'1
6"
PI
-0°0
0'3
1"
91
60
-H1
TP
-60
C1
.11
92
55
-1T
P-6
0H
1.1
C1
.11
93
55
-1T
P-6
0C
1.1
1
94
55
-1T
P-6
0C
1.1
1
95
60
-H1
TP
-60
C1
.11
96
65
-2T
S-4
H1
.1C
2.5
2(2
)TG
-11
B T
A-2
S(2
)TM
-GS
I-B
(2
)TM
-GG 97
60
-H1
TP
-60
C1
.11
98
55
-1T
P-6
0C
1.1
1
99
55
-1T
P-6
0C
1.1
1
10
06
0-H
2T
P-6
0H
1.1
C1
.41
/C5
.21
/B5
.21
10
16
0-H
1T
P-6
0C
1.1
1
10
26
0-H
1T
P-6
0C
1.1
1
10
36
0-H
1T
P-6
0C
1.1
1
10
46
0-H
1T
P-6
0H
1.1
C1
.11 10
57
0-_
_T
P-6
0L
-FL
AM
PO
LE
C6
.52
263.36 245.45 238.97279.00 300.55 260.27 266.52 233.78
224.15 269.22, 93.55, 76.44 278.03 266.92 264.51
254.17
38
5.0
0, 6
6.2
6, 4
2.7
2
91
92
93
94
95
9697
9899
100
101102
103104
105 106107
.
.
.
.
.
.PI 22
4+
09.7
8
-17°1
5'4
8"
PI 233+
93.1
3
-3°5
6'0
6"
PI 233
+9
4.5
1
3°2
7'1
6"
PI 247
+2
7.3
7
-0°0
0'3
1"
PI 916+36.37
0°00'00"
PI 927+40.68
0°00'00"
PI 938+40.98
0°00'00"
PI 948+59.40
0°00'00"
PI 1635+27.80
0°00'00"
PI 1645+27.80
0°00'00"
PI 1659+22.62
0°00'00"
210+
00
215+
00
220+
00
225
+0
0 230
+0
0
235
+0
0
240
+0
0
245
+0
0
250
+0
0
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 210+00 to STA 247+50
Sheet 8 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
240+00 250+00 260+00 270+00 4100
4150
4200
4250
4100
4150
4200
4250
I -0
°00
'31
"
I -0
°03
'56
"
PI
4°3
9'0
5"
PI
9°5
9'1
1"
PI
0°2
8'2
6"
PI
-0°0
5'2
2"
PI
-0°0
2'1
7"
PI
0°3
5'3
4"
PI
-0°3
5'4
6"
10
36
0-H
1T
P-6
0C
1.1
1
10
46
0-H
1T
P-6
0H
1.1
C1
.11
10
57
0-_
_T
P-6
0L
-FL
AM
PO
LE
C6
.52
10
65
5-1
TP
-60
MC
1.4
1/B
5.2
1
10
76
0-H
1T
P-6
0C
1.1
1
10
86
0-2
TP
-60
-5H
1.1
C2
.21
(2)T
G-1
1B
(2
)TA
-1S
(2)T
M-G
SI-
B (
2)T
M-G
G
10
95
5-1
TP
-60
C1
.11
11
06
5-1
TS
-3C
2.5
24
5-4
ST
UB
T
G-1
4B
TG
-11
B T
A-2
S(2
)TM
-GS
I-B
TM
-GG
11
15
5-1
TP
-60
C1
.11
11
25
5-1
TP
-60
H1
.1C
1.1
1/A
5.2
1
11
35
5-2
TP
-60
C1
.11
11
45
5-2
TP
-60
C1
.11
11
55
5-H
1T
P-6
0C
1.1
1/A
5.2
1
11
66
0-1
TP
-60
H1
.1C
1.1
1/A
5.2
1T
G-1
1B
TA
-1S
TM
-GS
I-B
TM
-GG
11
76
0-1
TP
-60
C1
.11
11
86
0-1
TP
-60
C1
.11
11
96
0-H
2T
P-6
0C
1.1
1/B
5.2
1/A
5.2
1
12
06
0-H
1T
P-6
0H
1.1
C1
.11
266.92 264.51
254.17
38
5.0
0, 6
6.2
6, 4
2.7
2
229.45, 100.27, 18.42 218.55207.72
210.15 195.66199.39 203.74, 95.10
200.15 199.57 19
9.9
1, 8
6.2
5, 7
6.9
8
20
1.5
0, 7
5.5
4, 5
1.4
8
197.26 19
8.1
6, 9
7.0
1, 7
5.0
1
252.13, 190.29, 79.10
102
103
104
105106
107 108
109110
111
112
113114
115 116 117
118119
120121
.
.
.
.
.
.
.
.
.
.
.
.
.
PI 247+
27.3
7
-0°0
0'3
1"
PI 247+
70.1
0
-0°0
3'5
6"
PI
252
+1
8.1
0
4°3
9'0
5"
PI 2
56
+35
.98
9°5
9'1
1"
PI 2
60
+31
.02
0°2
8'2
6"
PI 2
66
+34
.49
-0°0
5'2
2"
PI 2
68
+34
.40
-0°0
2'1
7"
PI 2
72
+3
3.1
60°3
5'3
4"
PI 2
74
+31
.32
-0°3
5'4
6"
PI 938+40.98
0°00'00"
PI 948+59.40
0°00'00"
PI 959+47.75
0°00'00"
PI 970+42.880°00'00"
PI 981+20.30
0°00'00"
PI 992+06.60
0°00'00"
PI 1002+82.84
0°00'00"
PI 1013+34.56
0°00'00"
PI 1024+10.140°00'00"
PI 1035+07.44
0°00'00"
PI 1045+87.43
0°00'00"
PI 1057+77.86
0°00'00"
PI 1635+27.80
0°00'00"
PI 1645+27.80
0°00'00"
PI 1659+22.62
0°00'00"
240+
00
245+
00
250+
00
255
+0
0
260
+0
0
265
+0
0
270
+0
0
275
+0
0
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 240+00 to STA 277+50
Sheet 9 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
270+00 280+00 290+00 300+00 4100
4150
4200
4250
4100
4150
4200
4250
PI
0°3
5'3
4"
PI
-0°3
5'4
6"
PI
0°1
4'4
0"
PI
-0°1
1'0
6"
PI
0°1
0'0
3"
PI
-0°0
8'0
3"
11
76
0-1
TP
-60
C1
.11
11
86
0-1
TP
-60
C1
.11
11
96
0-H
2T
P-6
0C
1.1
1/B
5.2
1/A
5.2
1
12
06
0-H
1T
P-6
0H
1.1
C1
.11
12
16
0-1
TP
-60
C1
.11
12
25
5-1
TP
-60
C1
.11
12
35
5-1
TP
-60
C1
.11
12
45
5-1
TP
-60
H1
.1C
1.1
1
12
55
5-1
TP
-60
C1
.11
12
65
5-1
TP
-60
C1
.11
12
75
5-1
TP
-60
C1
.11
12
86
0-H
1T
P-6
0H
1.1
C1
.11
12
95
5-1
TP
-60
C1
.11
13
05
5-1
TP
-60
C1
.11
13
15
5-1
TP
-60
C1
.11
13
25
5-2
TP
-60
H1
.1C
1.1
1
13
35
5-2
TP
-60
C1
.11
197.26 19
8.1
6, 9
7.0
1, 7
5.0
1
252.13, 190.29, 79.10 254.08 245.13 223.35 206.65 184.50, 75.85224.02
233.02 260.81 258.20
225.85181.58, 75.58 204.37, 77.20 214.00 212.54
117
118
119 120 121 122 123
124
125 126 127 128 129
130
131 132 133 134 135
.
.
.
.
. .
.
PI 2
72+
33.1
60
°35'3
4"
PI 2
74
+3
1.3
2
-0°3
5'4
6"
PI 2
86+
12.6
50
°14'4
0"
PI 2
87+
97.1
5
-0°1
1'0
6"
PI 2
99+
99.0
5
0°1
0'0
3"
PI 3
01+
80.6
3
-0°0
8'0
3"
PI 1024+10.14
0°00'00"
PI 1035+07.44
0°00'00"
PI 1045+87.43
0°00'00"
PI 1057+77.86
0°00'00"
PI 1090+98.19
0°00'00"
PI 1101+73.91
0°00'00"PI 1112+51.10
0°00'00"
PI 1429+18.52
0°00'00"
27
0+
00
27
5+
00
28
0+
00
28
5+
00
29
0+
00
29
5+
00
30
5+
00
31
0+
00
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 270+00 to STA 307+50
Sheet 10 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
300+00 310+00 320+00 330+00 4050
4100
4150
4200
4050
4100
4150
4200
PI
-0°0
8'0
3"
PI
-0°2
2'0
1"
PI
0°4
0'3
8"
PI
-0°3
5'1
3"
PI
0°0
7'3
8"
PI
0°0
5'2
1"
PI
-0°0
1'1
8"
PI
-0°0
2'1
7"
PI
0°0
0'5
4"
PI
0°0
0'0
0"
PI
0°0
0'0
0"
13
05
5-1
TP
-60
C1
.11
13
15
5-1
TP
-60
C1
.11
13
25
5-2
TP
-60
H1
.1C
1.1
1
13
35
5-2
TP
-60
C1
.11
13
45
5-2
TP
-60
C1
.11
13
55
5-2
TP
-60
C1
.11
13
65
5-2
TP
-60
H1
.1C
1.1
1
13
75
5-H
1T
P-6
0C
1.1
1/B
5.2
1/A
5.2
1
13
85
5-1
TP
-60
C1
.11
/B5
.21
13
95
5-H
1T
P-6
0C
1.1
1
14
06
0-H
2T
P-6
0H
1.1
C1
.11
14
16
0-H
3T
P-6
0C
1.1
1/A
5.2
1
14
26
0-H
2T
P-6
0C
1.1
1/A
5.2
1
14
36
5-H
2T
P-6
0C
1.1
1T
G-1
1B
TA
-1S
TM
-GS
I-B
TM
-GG
14
46
5-H
2T
P-6
0H
1.1
C1
.11
/A5
.21
(2)T
G-1
1B
(2
)TA
-1S
(2)T
M-G
SI-
B (
2)T
M-G
G
14
56
0-H
1T
P-6
0C
1.1
1
14
66
0-H
2T
P-6
0C
1.1
1R
EC
OM
ME
ND
TH
AT
TE
LE
PH
ON
EA
DD
GU
Y
181.58, 75.58 204.37, 77.20 214.00 212.54 210.06 208.53 186.70 12
0.9
3, 1
19
.71
165.38, 34.51 347.09, 91.03, 84.32 348.37, 76.96 17
7.4
9, 8
5.5
6, 7
9.3
0
187.97, 88.46 334.64, 206.70, 108.06 310.36, 99.57, 49.98
177.16, 89.40218.65, 64.83
130
131 132 133 134 135 136 137
138
139
140 141
142 143
144 145 146 147
.
.
.
.
.
. .
.. .
.
.
.
.
. .
PI 3
01+
80.6
3-0
°08'0
3"
PI 3
14+
16.8
3
-0°2
2'0
1"
PI 3
15+
36.5
4
0°4
0'3
8"
PI 3
17+
01.9
2
-0°3
5'1
3"
PI 3
20+
47.4
3
0°0
7'3
8"
PI 3
23+
97.3
8
0°0
5'2
1"
PI 3
25+
74.8
7
-0°0
1'1
8"
PI 3
27+
62.8
4
-0°0
2'1
7"
PI 3
30+
97.4
8
0°0
0'5
4"
PI 3
34+
07.8
5
0°0
0'0
0"
PI 3
35+
85.0
0
0°0
0'0
0"PI 1101+73.91
0°00'00"PI 1112+51.10
0°00'00"
PI 1123+72.03
0°00'00"
PI 1134+43.05
0°00'00" PI 1145+27.62
0°00'00"
PI 1156+19.63
0°00'00"
PI 1166+97.13
0°00'00"PI 1177+82.87
0°00'00"
PI 1188+62.17
0°00'00"
PI 1199+52.18
0°00'00"PI 1210+52.23
0°00'00"
PI 1221+02.20
0°00'00"
PI 1231+79.20 0°00'00"
PI 1242+59.14
0°00'00"PI 1440+28.82
0°00'00" PI 145
1+19
.93
0°00
'00"
PI 1461+85.36
0°00'00"
30
5+
00
31
0+
00
31
5+
00
32
0+
00
32
5+
00
33
0+
00
33
5+
00
34
0+
00
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 300+00 to STA 337+50
Sheet 11 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
330+00 340+00 350+00 360+00 4050
4100
4150
4200
4050
4100
4150
4200
PI
0°0
0'5
4"
PI
0°0
0'0
0"
PI
0°0
0'0
0"
PI
0°0
7'2
3"
PI
0°0
0'0
0"
PI
0°2
1'5
0"
PI
-0°0
6'2
4"
PI
-0°0
1'4
8"
PI
5°5
3'2
7"
PI
0°0
9'0
1"
PI
-22
°24
'33
"
PI
33
°25
'24
"
PI
0°1
6'0
4"
PI
-0°1
0'4
3"
14
46
5-H
2T
P-6
0H
1.1
C1
.11
/A5
.21
(2)T
G-1
1B
(2
)TA
-1S
(2)T
M-G
SI-
B (
2)T
M-G
G
14
56
0-H
1T
P-6
0C
1.1
1
14
66
0-H
2T
P-6
0C
1.1
1R
EC
OM
ME
ND
TH
AT
TE
LE
PH
ON
EA
DD
GU
Y
14
76
5-H
3T
P-6
0C
1.1
1R
EC
OM
ME
ND
TH
AT
TE
LE
PH
ON
EA
DD
GU
Y
14
86
0-H
2T
P-6
0H
1.1
C1
.11
14
96
0-H
2T
P-6
0C
1.1
1R
EC
OM
ME
ND
TH
AT
TE
LE
PH
ON
EA
DD
GU
Y
15
06
5-H
3T
P-6
0C
1.1
1
15
16
0-H
3T
P-6
0C
1.4
1/A
5.2
1R
EC
OM
ME
ND
TH
AT
TE
LE
PH
ON
EA
DD
GU
Y
15
26
0-H
2T
P-6
0H
1.1
C1
.11
15
36
5-2
TP
-60
-5C
1.1
1/B
5.2
15
0-3
ST
UB
T
G-1
4B
TG
-11
B T
A-2
S(2
)TM
-GS
I-B
TM
-GG
15
46
0-1
TP
-60
C1
.11
/A5
.21
15
55
5-_
_T
DE
-60
-30
LL
AM
PO
LE
C6
.52
15
66
0-_
_T
DE
-60
-30
LH
1.1
MC
6.5
2/A
5.2
1L
AM
PO
LE
15
76
0-H
1T
P-6
0C
1.1
1
15
86
0-H
3T
P-6
0C
1.1
1/A
5.2
1
15
96
0-2
TP
-60
C1
.11
310.36, 99.57, 49.98
177.16, 89.40218.65, 64.83 303.49, 79.33, 75.78
18
6.7
1, 1
07
.33
, 7
5.0
0
275.09 300.96 314.81, 72.94, 23.75
272.61, 20.96 214.23, 65.71 206.58, 139.87
172.47186.74, 150.89 187.77, 120.96
187.27, 75.41173.21
144 145 146 147 148 149
150 151 152
153154
155 156
157 158
159
160161
.
.
.
.
.
.
.
.
.. ..
.
.
.
.
Undefined (#303 in line)
PI 3
30+
97.4
80
°00'5
4"
PI 3
34+
07.8
5
0°0
0'0
0"
PI 3
35+
85.0
0
0°0
0'0
0"
PI 3
38+
03.6
5
0°0
7'2
3"
PI 3
41+
07.1
4
0°0
0'0
0"
PI 3
42+
93.8
6
0°2
1'5
0"
PI 3
48+
69.9
1
-0°0
6' 2
4"
PI 3
51+
84.7
2
-0°0
1' 4
8"
PI 354
+5
7.3
35°5
3'2
7"
PI 356
+7
1.5
60°0
9'0
1"
PI 3
58+
78.1
4
-22°
24'3
3"
PI 36
0+50
.61
33°2
5'2
4"
PI 36
2+37.
35
0°16'
04"
PI 36
4+
25.1
2-0
°10'4
3"
PI 1210+52.23
0°00'00"
1221+02.20
00'00"
PI 1231+79.20 0°00'00"
PI 1242+59.14
0°00'00"
PI 1253+92.60
0°00'00"
PI 1264+16.94
0°00'00"
PI 1274+82.73
0°00'00"
PI 1285+72.97
0°00'00"
PI 1297+12.84
0°00'00" PI 1308+65.09
0°00'00"
PI 1319+40.500°00'00"
PI 145
1+19
.93
0°00
'00"
PI 1461+85.36
0°00'00"
PI 1472+94.37
0°00'00"
PI 1483+68.00
0°00'00"
PI 1493+88.96
0°00'00"
PI 1505+12.19
0°00'00"
PI 1516+
29.7
4
0°0
0'0
0"
PI 1713+86.82 0°00'00"
33
0+
00
33
5+
00
34
0+
00
34
5+
00
35
0+
00
355
+0
0
360+
00
365+
00
370+
00
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 330+00 to STA 367+50
Sheet 12 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
360+00 370+00 380+00 390+00 4050
4100
4150
4200
4050
4100
4150
4200
PI
33
°25
'24
"
PI
0°1
6'0
4"
PI
-0°1
0'4
3"
PI
0°0
2'1
9"
PI
-13
°38
'53
"
PI
-13
°59
'32
"
PI
-6°4
0'4
3"
PI
0°0
0'2
4"
PI
0°0
0'1
5"
PI
-0°0
1'1
6"
PI
0°0
2'5
0"
15
66
0-_
_T
DE
-60
-30
LH
1.1
MC
6.5
2/A
5.2
1L
AM
PO
LE
15
76
0-H
1T
P-6
0C
1.1
1
15
86
0-H
3T
P-6
0C
1.1
1/A
5.2
1
15
96
0-2
TP
-60
C1
.11
16
06
0-1
TP
-60
H1
.1C
1.1
1
16
16
0-H
1T
P-6
0C
1.1
1
16
26
5-2
TP
-60
-5C
2.5
2(4
)TG
-11
B (
2)T
A-2
S(4
)TM
-GS
I-B
(4
)TM
-GG
16
36
0-H
1T
P-6
0C
1.1
1
16
46
5-2
TS
-4H
1.1
C2
.52
45
-4 S
TU
B
TG
-14
BT
G-1
1B
TA
-2S
(2)T
M-G
SI-
B T
M-G
G
16
55
5-1
TP
-60
C1
.11
16
66
0-2
TP
-60
-5L
LA
M P
OL
EC
2.5
2(2
)TG
-11
B T
A-2
S(2
)TM
-GS
I-B
(2
)TM
-GG
16
75
5-1
TP
-60
C1
.11
16
85
5-1
TP
-60
H1
.1C
1.1
1/B
5.2
1
16
95
5-2
TP
-60
C1
.11
17
05
5-1
TP
-60
C1
.11
/B5
.21
TG
-11
B T
A-1
ST
M-G
SI-
B T
M-G
G
17
16
0-H
1T
P-6
0C
1.1
1/A
5.2
1
17
26
0-1
TP
-60
H1
.1C
1.1
1
17
36
0-1
TP
-60
C1
.11
17
46
0-H
2T
P-6
0C
1.4
1/B
5.2
1/A
5.2
1(2
)TG
-11
B T
A-2
S(2
)TM
-GS
I-B
TM
-GG
186.74, 150.89 187.77, 120.96187.27, 75.41
173.21245.05, 121.72
247.29233.06
228.13 214.03
199.23 194.69, 72.82186.28 163.83, 24.86 188.29 181.76, 139.33
20
3.4
4, 8
8.3
0, 5
8.3
7
204.53
203.83
156
157158
159
160
161
162
163
164165
166
167 168
169 170
171
172
173 174
175
176
.
.
.
.
. .
.
.
.
.
.
PI 3
60+50
.61
33°2
5'24
"
PI 3
62+37
.35
0°16
'04"
PI 3
64+25
.12
-0°1
0'43
"
PI 3
67+95
.34
0°02
'19"
PI 372+
77.9
5-1
3°3
8'5
3"
PI 37
7+
39
.15
-13
°59
'32
"
PI 381+
52.4
1
-6°4
0'4
3"
PI 385+
33.3
8
0°0
0'2
4"
PI 388+
85.5
0
0°0
0'1
5"
PI 390+
67.2
6
-0°0
1'1
6"
PI 396+
79.0
6
0°0
2'5
0"
PI 1308+65.09
0°00'00"
PI 1319+40.50
0°00'00"
PI 1329+65.63
0°00'00"
PI 1341+04.96
0°00'00"
PI 1351+63.33 0°00'00"
PI 1362+34.77
0°00'00"
PI 1375+26.03
0°00'00"
PI 1505+12.19
0°00'00"
PI 15
16+
29
.74
0°0
0'0
0"
PI 1527+03.01
0°00'00"
PI 1537+91.500°00'00"
360+
00
365+
00
370+
00
37
5+
00
380
+00
385+
00
390+
00
395+
00
400+
00
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 360+00 to STA 397+50
Sheet 13 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
390+00 400+00 410+00 420+00 4000
4050
4100
4150
4000
4050
4100
4150
PI
-0°0
1'1
6"
PI
0°0
2'5
0"
PI
-0°0
2'1
9"
PI
0°0
3'4
0"
PI
0°1
8'4
2"
PI
-0°0
1'3
0"
PI
-0°2
9'4
3"
PI
0°0
0'2
0"
17
16
0-H
1T
P-6
0C
1.1
1/A
5.2
1
17
26
0-1
TP
-60
H1
.1C
1.1
1
17
36
0-1
TP
-60
C1
.11
17
46
0-H
2T
P-6
0C
1.4
1/B
5.2
1/A
5.2
1(2
)TG
-11
B T
A-2
S(2
)TM
-GS
I-B
TM
-GG
17
56
0-1
TP
-60
C1
.11
17
66
0-1
TP
-60
H1
.1C
1.1
1
17
76
0-1
TP
-60
C1
.11
17
86
0-H
1T
P-6
0C
1.1
1/A
5.2
1
17
96
0-H
1T
P-6
0C
1.1
1
18
06
0-H
1T
P-6
0H
1.1
C1
.11
/C5
.21
18
16
0-1
TP
-60
C1
.11
TG
-11
B T
A-2
ST
M-G
SI-
B T
M-G
G
18
25
5-1
TP
-60
C1
.11
18
35
5-1
TP
-60
C1
.11
18
45
5-2
TP
-60
H1
.1C
1.1
1
18
55
5-1
TP
-60
C1
.11
/C5
.21
18
66
0-1
TP
-60
C1
.11
18
76
0-1
TP
-60
C1
.11
18
86
0-1
TP
-60
H1
.1C
1.1
1
20
3.4
4, 8
8.3
0, 5
8.3
7
204.53
203.83
29
1.2
6, 2
11
.88
, 7
1.0
9
213.03 218.03214.00
213.07, 57.20 214.59, 78.41 227.32, 60.00 247.57, 74.84223.59 210.75 1
20
.36
, 9
5.1
2, 7
2.5
2
219.88, 101.69 244.88 247.17
171 172 173
174
175 176 177 178
179 180
181 182 183 184
185
186 187 188 189
.
.
.
. .
.
..
.
..
PI 3
90
+6
7.2
6-0
°01
'16
"
PI 3
96+
79.0
60
°02'5
0"
PI 4
05
+3
6.0
0
-0°0
2'1
9"
PI 4
07+
49.0
70
°03'4
0"
PI 4
09+
63.6
6
0° 1
8'4
2"
PI 4
11+
90.9
9
-0°0
1' 3
0"
PI 4
18+
72.8
9
-0°2
9'4
3"
PI 4
19+
68.0
1
0°0
0'2
0"
PI 1351+63.330°00'00"
PI 1362+34.77
0°00'00"
PI 1375+26.03
0°00'00"
PI 1385+83.24
0°00'00"
PI 1
396+
43.2
3
0°00
'00"
PI 1407+44.92
0°00'00"
PI 1418+39.70
0°00'00"
1.50
PI 1548+70.28
0°00'00"
PI 1559+46.400°00'00"
PI 1570+19.72
0°00'00"
39
0+
00
39
5+
00
40
0+
00
40
5+
00
41
0+
00
41
5+
00
42
0+
00
42
5+
00
43
0+
00
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 390+00 to STA 427+50
Sheet 14 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
PLS-CADD Drawing
420+00 430+00 440+00 4000
4050
4100
4150
4000
4050
4100
4150
PI
-0°0
0'2
5"
PI
0°0
0'4
1"
PI
-9°2
3'3
8"
PI
0°0
0'0
0"
18
66
0-1
TP
-60
C1
.11
18
76
0-1
TP
-60
C1
.11
18
86
0-1
TP
-60
H1
.1C
1.1
1
18
96
0-2
TP
-60
C1
.11
/B5
.21
TG
-11
B T
A-1
ST
M-G
SI-
B T
M-G
G
19
06
0-H
2T
DE
-60
-0 (
SW
ITC
H)
C1
.11
19
16
0-1
TP
-60
C1
.11
19
26
0-2
TP
-60
H1
.1C
1.1
1T
M-R
ISE
R
19
35
5-H
3T
DE
-60
-0/9
0L
LA
M P
OL
EC
5.2
1,
(2)C
6.5
2.
219.88, 101.69 244.88 247.17 237.55 173.05, 94.78 178.67 168.43, 90.69 156.26
19
1.9
7, 7
7.2
2, 7
5.0
0, 2
9.6
1
186 187 188 189 190
191
192 193.
.
.
.
.
.
PI 4
29
+1
7.4
8-0
°00
'25
"
PI 4
32+
69.1
90
°00'4
1"
PI 435+
93.8
7
-9°2
3'3
8"
PI 436+
68.8
7
0°0
0'0
0"
PI 1418+39.70
0°00'00"
PI 1581+10.41
0°00'00"
PI 1669+52.41
0°00'00"PI 1680+29.63
0°00'00"
PI 1692+22.30
0°00'00"
42
0+
00
42
5+
00
43
0+
00
43
5+
00
440
+00
445
+00
NO DATEREVISION APRBY
DESIGNED
CHECKED
APPROVED
DRAWN
DATEENGINEERING RECORD
REVISION NO :VERT. SCALE: HORIZ. SCALE: DWG. NAME:
JOHNSTONVILLE TO STANDISH
PLAN AND PROFILESTA 420+00 to STA 446+56
Sheet 15 of 15
GLGGLGBCK
2-20122-20122-2012
C1"=400`1"=40`
ISSUED FOR BID
A 2/13 GLG
60 kV TRANSMISSION LINE
ISSUED FOR 30% REVIEWB ISSUED FOR 60% REVIEW 4-19-13 GLG BCK
ISSUED FOR BIDC 6-28-13 GLG BCK
