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F -X C h a n ge PLS-CADD

Drawing
DF
-X C h a n g
PD e
P

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W

W
O

O
N

N
y

y
bu

bu
to

to
k

k
lic

lic
C

C
w

w
m

m
w w
w

w
o

o
.d o .c .d o .c
c u -tr a c k c u -tr a c k

PI 499.59
1°15'48"
1 2 4
x
x x
x
3

C

C
C

PI 529.59

PI 833.86
PI 244.18

-1°06'47"
-0°09'44"

0°00'00"
0°00'00"
PI 0.00

40.0 m
Horiz. Scale rth
No

9.0 m
Vert. Scale

New L13*
STRAIN

STRAIN

STRAIN

STRAIN
ht=30.08 ele=576.34
L11

ht=30.08 ele=573.24
L12

ht=45.50 ele=567.71

ht=30.08 ele=550.45
L14
640.08 640.08

624.84 624.84

255.41 611.21 334.26
609.60 43.50 609.60
606.97
604.42 244.18 x 39.26
x x
28.08 602.73
600.18 601.32 x x 35.02
28.08 x
23.84 x
595.94 597.08 x x
594.36 23.84 x 594.36
C

19.60 x
592.84 x
19.60
PI 0°00'00"

PI -0°09'44"

30m

C

13m Clearance

PI 1°15'48"

PI -1°06'47"
New L13

OLD L13
579.12 578.53 579.12
578.58 Bridge Top
28.08

C
574.29
23.84
570.05
19.60

PI 0°00'00"
563.88 563.88
2.2m Clearance Margin for MOT Over the Briage Top
MOT = 80C

548.64 548.64
-76.20

0

76.20

152.40

228.60

304.80

381

457.20

533.40

609.60

685.80

762

838.20