2304016 Calabash River HDD Asbuilt_

IMPORTANT:
Horizontal Technology, Inc. & Horizontal Technology of Canada, Inc. (HTI) are not engineering or
design firms. HTI assumes, but has no responsibility to confirm, that all aspects of this project has
been professionally planned, designed and engineered by licensed civil and/or structural
engineering firms.
Any HTI produced drawing or plan simply represents our understanding of the client�s
instructions and information provided. HTI makes no claims or warranty as to the accuracy of any
drawing, plan or revision. At no time will HTI take custody, care, supervision or control of any
project. Any recommendations are made in good faith and can either be rejected or accepted. It
is the sole responsibility of the client and other involved entities to review, verify and approve all
aspects of HTI�s work.
Signing or initialing a drawing, as well as the commencement of drilling operations signifies all
aspects of the work have been reviewed and approved (for accuracy and omissions) by the
appropriate authorities and that all required permits have been issued.
HTI IS NOT, AND WILL NOT BE HELD LIABLE FOR ERRORS OR INCIDENTS RESULTING
FROM INFORMATION OBTAINED FROM ANY HTI DRAWING, REVISION OR DOCUMENT
GENERATED IN RELATION TO THIS PROJECT.
-20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600 620 640 660 680 700 720 740 760 780 800 820 840 860 880 900 920 940 960 980100
80
60
40
20
0
-20
-40
-60
-80
Le
f
t

/

R
i
g
h
t
Tangent Away - Scale: 1" = 20'
0 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 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58
Wetland Boundary
FiberPower Pole
PC PUE
PUEPT
POWER POLEPOWER POLE
FIBER
FIBER WETLAND BOUNDARY
GUARDRAIL
EDGE OF PAVEMENT
EDGE OF WATER
EDGE OF WATER
BEACH DRIVE SOUTHWEST
GUARDRAIL
GUY WIRE ANCHOR
PUEPUEPUE
FIBER
FIBER
0-20 0 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80-80
-60
-40
-20
0
20
40
60
80
100
El
e
v
a
t
i
o
n

-

S
c
a
l
e
:

1
"

=

2
0
'
Station (Along Horizontal Geometry) - Scale: 1" = 20'
0
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 38 39 40 41 42 43 44 45 46 47 48 49 50
51
52
53
54
55
56
57
58
ENTRY 14°
EXIT 11.6°
CALABASH RIVER
COVER 26FT
COVER 3 FT
Calculated Run 2 Motor
Sta #Elev Station Offset
0 13.060 0.000 0.000
1 8.147 0+15.584 0.077
2 4.289 0+30.078 0.228
3 0.615 0+44.620 0.392
4 -2.790 0+59.228 0.557
5 -5.808 0+73.919 0.793
6 -8.572 0+88.662 0.894
7 -11.296 1+03.412 0.789
8 -13.820 1+18.195 0.497
9 -16.255 1+32.990 0.052
10 -18.490 1+47.816 -0.379
11 -20.519 1+62.676 -0.645
12 -23.019 1+77.466 -0.630
13 -26.169 1+92.123 -0.127
14 -28.729 2+06.900 0.135
15 -30.757 2+21.762 0.264
16 -32.453 2+36.665 0.393
17 -33.695 2+51.614 0.458
18 -34.841 2+66.569 0.314
19 -35.850 2+81.534 0.117
20 -36.687 2+96.509 -0.080
21 -37.264 3+11.497 -0.277
22 -37.436 3+26.495 -0.474
23 -37.281 3+41.494 -0.553
24 -36.840 3+56.487 -0.488
25 -36.165 3+71.471 -0.319
26 -35.612 3+86.460 -0.150
27 -35.237 4+01.453 0.072
28 -34.932 4+16.448 0.346
29 -34.858 4+31.947 0.467
30 -34.824 4+46.947 0.479
31 -34.703 4+61.946 0.387
32 -34.562 4+76.945 0.452
33 -34.382 4+91.943 0.647
34 -34.290 5+06.939 0.974
35 -34.237 5+21.938 1.169
36 -34.163 5+36.938 1.169
37 -34.068 5+51.937 1.102
38 -33.645 5+66.930 0.905
39 -32.743 5+81.899 0.576
40 -31.566 5+96.841 -0.015
41 -30.145 6+11.767 -0.474
42 -28.652 6+26.685 -0.933
43 -27.056 6+41.595 -1.327
44 -25.362 6+56.495 -1.656
45 -23.586 6+71.386 -1.984
46 -21.796 6+86.277 -2.234
47 -19.726 7+01.133 -2.326
48 -17.602 7+15.995 -2.346
49 -15.550 7+30.884 -2.364
50 -13.557 7+45.778 -2.197
51 -11.355 7+60.637 -1.847
52 -8.904 7+75.454 -1.576
53 -6.415 7+90.260 -1.252
54 -3.773 8+05.033 -0.849
55 -1.024 8+19.780 -0.394
56 1.831 8+34.505 -0.096
57 4.828 8+49.202 0.079
58 9.743 8+73.203 0.072