192-06 Oversized Plans 2001

LINE TABLE
LINE
LENGTH
BEARING
Lt
63.99
N09'3259 E
L2
95.40
N0458'33 E
L3
43.78
N08'53 33 E
L4
22.08
N43"47`35 W
L5
38.58
N2515 08"E
L6
33.25
N294553 W
L7
27.36
N73.1310"W
L8
18,83
S86'35'04 W
L9
16.94
S85'5752 W
L10
21.77
N862340"W
L11
45,11
N83'4511 W
L12
55.82
N42'4804"W
L13
18,88
S85'36'Q4"W
L14
15.90
551.47 02 W
L15
30.11
927'14 O9 W
L16
34.05
S73'57'58 W
L17
26.57
S89'OV58"E
Lib'
26.76
N5611'52 W
L19
26.01
N11'2902"W
L20
29.77
N8024'38'E
L21
37.76
N27'33'32"E
L22
25.63
N0729 261
L23
15.29
538'57'b7"E
L24
19.85
S78'47 48'E
L25
28.79
N54"21 53 E
L26
18.73
N42't0'42"W
L27
14.99
N6325"21`E
L28
41.66
S31'16 08"E
L29
9.51
N52`42 26"E
L30
30.95
N28'18 35"E
L31
27.08
S23'38'52"E
L32
40.36
N89'51'44 E
L33
32.59
S4628'18"E
L34
24.84
N2095 04"E
L35
23.37
N41'04'10"W
L36
11.04
N19'50'44 W
L37
10.76
S52'11'05"E
L38
12.35
N69'S012 E
L39
13.01
S25'18'57 E
L40
18.44
54349'12"E
L41
32.57
S53.39'04"E
L42
14.62
N76'19'11 E
L43
48.31
N80'00'57"E
L44
47.80
N20'22'14 W
L45
94.92
N30'04'10"E
L46
93.39
S14'2519 W
L47
95.54
S19i9 50 W
L48
76.43
S05'03 Ot"W
L49
70.3-1
S10.46 55 W
L50
41.92
S23'31'36"W
L51
66:55
515'23'43"W
L52
80.84
SlW3653"W
L53
32.97
S01'5515"E
L54
73,45
S33'12'31 W
L55
66,35
Sll'41121 W
L56
37.84
S00'06'50 W
L57
59.64
S13'46 08 W
L58
41.27
S00'4512 E
L59
3022
S17'25'07"W
L60
94.99
314'17'35'W
L61
75.39
S10'21'22"W
LINE TABLE
LINE
LENGTH
BEARING
_
L62
$4.66
S12'56 45 E
L63
25.75
N66'12'26 E
L04
28.53
$42"35 55"W
L65
34.34
S86'58'47"E
Leh
40.69
S24'17'53'"E
L67
55.98
508'04'99
L68
95.23
Sti'40'29`E
L69
37.75
S3913'01"E
L70
39.02
N78'4V E
L71
39,09
SO4`04'36"E
L72
38,82
S574543"W
L73
46.23
S25'23'58"E
L74
74.34
S12'03'34 E
L75
99.55
S07'5611'E
L75
59.93
S23'32'46"E
L77
75.35
529'20'08`W
L78
61.92
S4816 21 W
L79
3611
1,180'06'04"W
L80
33.43
S06'56'14"E
L81
81.28
S41'52'19"E
L82
28.18
N73'0 '44"E
L83
35.
N05'5707"W
L84
42,
s6a'a2 of E
L85
39.44
SOWIW38 E
L86
28.15
S44'3610"E
L87
51.81
S1042-19 W
LOS
57.01
504'27'11"E
L89
36.20
532'10'09 W
L90
46.17
S40'18 37"E
L91
72.13
S12'32 27"E
L92
82.01
N69'51'53"W
L93
37.17
52422'57"W
L04
47.22
N77'51'29" W
L95
39.64
S48'0048"8
L96
66.82
$14'43'56"W
L97
28.40
N88'0846"E
L98
38.71
N41'27'04"E
L99
68.89
N51'17 29"E
L100
89.94
S52'4417"W
L101
73,87
S4433'14 W
L102
9.23
N50'46'43"W
L103
6t.6
S48'39.04 W
L104
55,81
S6B'57'35"W
L105
61.35
S70'4'S5"W
L106
42.13
S75'10'00"W
L107
24.75
N451217"E
1.108
22.78
N2222'32"W
Lt09
39.11
N08'11'06"W
L110
32.96
N17 05 48"E
L111
63.82
N28'3O'04"E
L112
70,92
N4420'40 E
L113
63.05
N17'13'01"E
L114
40.76
N86'46'04"E
L115
49.76
N23`11'40 W
L116
75.33
N20'35'28 E
L117
32.92
1431'32'59"E
Ltt$
16.45
N006'28 E
L119
53.86
N49'54'05"E
L120
37.30
S20'42'20"W
L121
55.62
N41'48'32'E
L122
I 20.20
N62'34'05'E
NOTES:
1. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE
DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
2. AREA BY COORDINATE COMPUTATION = 141.00 AC. (PER PC A, SL 231)
3. F.I.R.M. ZONE: AE (EL 8')
4. PIN NO.: 19 064716 94 5609
5. RECORDED REFERENCE: PC A, SL 231
MAP ENITILTED "404 WETLANDS AND SOIL
ANALYSIS/BASE MAP FOR THE PIPKIN
PROPERTY" DATED 10/12/99
BY QUIBLE AND ASSOCIATES, P.C.
PC A,SL2,51
S 29'>00�
!y
683 9s,
f
d go
I�;Boom
I, DONALD E. WOOD. CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE SHOWN AS BROKEN LINES PLOTTED FROM INFORMATION
FOUND IN PC A, SLIDE 231. THE ERROR OF CLOSURE AS
CALCULATED BY LATTITUDES AND DEPARTURES IS 1:10.000+;
THIS PLAT DOES NOT MEET REQUIREMENTS OF GS 47-30
AS AMMENDED FOR PLAT BOOK RECORDATION WITNESS MY
ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
26TH. DAY OF DECEMBER, 2001
P.E. S. L-1324
EASTERN DEVELOPMENT SERVICES
P.O. BOX 433, KITTY HAWK, N.C. 27949
252441-9443,252-202-9443, FAX-252-441-9424
PAMLICO SOUND
JUL WATER
iL
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF THE SECTION 404 OF THE CLEAN
WATER ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED
BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT
TO EXCEED 5 YEARS FROM THIS DATE." (THIS DETERMINATION WAS
MADE UTILIZING THE 1987 CORPS OF ENGINEEERS WETLAND
DELINEATION MANUAL.) ! r
li
NAME
TITLE f �`
DATE
WETLANDS
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AL
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°h` 7,E S03'02'43'W �dV,I I �1 4160 AL LAL AL yy� �/
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135.37 I 'fV g ` �A�94-A, 157 V` �
UPLAJDS �'�0�-a>LP�AL AL WETLAND
���� ,� �����> �� �`�s4 LINE TO BE ``` ,� �� 1.
64/L63 L_5 L= -d' V71 � -,� u1 I APPROV D r
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M �L87 A(� 9$93' �14`
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HATTERAS COLONY. SECTION A
GRAPHIC SCALE
0 150
y e C1�0
L`J
C116
HATTERAS COLONY. SECTION B
p H A S 2
S 05-32'00 W 2994.01'
HATTERAS COLONY. SECTION C
SI TE
PAMLICO SOUND
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N.T.S.
LEGEND
- EX. PIPE
0 - EX. REBAR
Q - REBAR SET
M - EX. CONC. MON.
CI - CONC. MON. SET
A - P/K NAIL
- WETLANDS POINT
- SEWER SERVICE
- WATER METER
- PHONE PEDESTAL
C. A. T. V.
UTILITY POLE
- C - GUY WIRE
'(D'- FIRE HYDRANT
® - ELECT. TRANS.
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COMMISSION NO.
P99066
DESIGNED BY
DAD
DRAWN 91'
DAD
:�j
CHECKED BY
JSL
ISSUE DATE
12/26/01
SHEET NO.
N
Z
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in
W
crc
w
Q
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N
DRAWING FILE: 99066COE
PLOT SCALE: 1"=150'
( IN FEET )
1 inch = 150 ft.