62-12 Oversized Plans

BOUNDARY LINE TABLE
Line Bearing
Length
L1: S69'34'2
"W
47.92'
L2 S82'10'03W
117
'
L3 S66'05'38'W
20,9 '
L4 S7254'11"W
16.23'
L5 S80'32'47W
12.04"
L6 -
.0 3"
13.21,E
L7 S89.17'33"W
5.49'
L8 N3816134"W
15.02' _�-
L9 N1119
38"W
14.91' _
Lt0 N10'36
09"E
9.34'
L11 N36'0
`45
L12 N2551'27"E
6.14'
L13 N32"585
"E
3.30"
L14 N4417
33 E
10
L15 N32"58
57 E
3.30'
L16 N00'
2'27"W
5.49'______�
I_1J N48'2
'0 "W
13 61'
L18 N75'46'34"
1 1'
I_fi9 S86
06' "W
18-51'
L20 S
1'09'45'W
12-95'
L21 S751523"W
.5-10'
L22 S73'20'50"W
26.66'
L23
S7711'52"W
13.11'
L24 S83'51'08"W
19.32'
L25 S81.094
"W
19.42'
L26
S66.21' 8'W
25,85'
L27_
S81'41'52"W
13.86'
L28 S83'34'55"W
36.81'
L29 S68'05'38W
27.89'
L30
S6 '26'17"W
0,58'
L31
S54'47'02"
17J8'
L32
S48'28' 9"W
26,62'
L33
S42'33'25"W
21,3.1
L34
S42' 6'42"
20.08'
L35
S41'48'11'W
14.91'
L36
S47'09'18'W
5,93' _
L37
S38'23'11"W
18.8W
L38
S32'58'5
L39
S33'4E'04"W
17.78'
L40
S06'25'03"W
14,78'
L41
S00'4 ' 7"E
19.23'
L42
S05'06'22"
11.94'
L43
S00'42'27"E
13.73'
L44
S30'57'50"E
12.72'
L45
S19'08'33"
14.48'
L46
S17'05'49"E
t6.23_---
L47
S12"48`0
13.11'
1_48
S30"0355E
16.81'
L49
S45' 2'27"E
2.59'
L50
S3311 '43"E
11.94'
L51
_
S3614`43" 15.75
L52
S36'44'05 1
.45'
L53
S32"4 '46"E 17.28"
L54
S2115'49"E 7.82'
L55
2O6"00'0 "W 15_67'
L56
S34'1TO4"W 11.18'
L57
S3710` 3" 10.44'
L58
S03'41'28"W 11.94'
L59
S00'4 ' 7" 6.41'
L60
S13'79 W 11.33'
L61
S3710 03 W 10,44'
L62
S60-59'30'W 27.04'
L63
S 8'0 '31'W 17.68'
L64
77 08�13 27.3
'
L65
_
N82'5632W 2
.33'
L66
N55 5 59 W 25
6 '
L67
S8917 33 W 13
73'
L68
S73 01 56 W 22
89'
L69
S4417'33" 6.47'
L70
S62'4S39"W 12.2W
____
L71
N50 8.44"
L72
N'7419 0 "W 16.23'
^
L73
N57'01'03"W 9
90'
L74
N45`42' 7" 18.13'
L75
N2919 05"W 11
47'
L76
N1201'03"W 9
34
L'17
NOO.42'27"W 14.65'
L78
N20 41' 6"W 10,7
'
L79
S89'17'3 " 5.49'
LBO
S5 '45'17"W 15J5'
L81
S25 51 27 W 14.3
L82
S21 40 W 18
83' _ __
L63
S22'29' 8"W 13,95'
-
L84
S41'48'11" 1
.91'
L85
S54'35'51'W 14.48'
L86
S64'05' 9"W 17.20�-
L87
S7T5 ' 7"W 4.67'
L88
N7 16'21"W 20,27'
L8
9 _
N76'40'16"W 11.33',:�
L90
N40'30'47"W 7.15'
L91
N87'20'28"W 15.59"
L92
S75'15'23_W 7.55'
793
S60'40'55'W 11.47'
L94
S72 5'3 "W
.56'
L95
S t 41' 2" 1
.8 '
L96
N34 23'51"
3 3C'__�,_
L97
N64 0 '33'W
6.14'
L98
N06'4 '59"W 17,491_
_
L99
N60'42' 7"W
24.7 `
L100
N14'44'37"
7,55" -_____
L101
S57'17'14"W
8 64'
** L102
N 7'23' 0"W
43.94'
**
** L103
9'01'24"W
** L104
_
S74 3 18 W
30.06'
**
** L105
N62'01 02 W
2 ,40' _
**
**
L106
N6817 39"W
0.75'
**
**
**
L107
L108
NM41'4.7"W
N58'1
57,97>'
**
**
Li009
N6329'47"W
35.65'
**
**
L110
N45'04'03"W
40, '3' _
**
**
U11
N1611'19"W
50.90'
**
**
L172
N32 42'51"W
46 8,V
**
**
_
Ll'13
N5507'58"W
47 '
**
**
L114
N40'4T00"W
49.14'
**
**
Lt15
N71 43'09"W
**
N25 55' 2'W
14,
**
**
**
-
0-
L118
L119
N55'44'03"W
37.81'
**
N25'19'38"W
%3 ' _
**
N75'5'15"W
31 30'
**
**
L120
L121
N63'09'14"W
25.44' _
**
N65'4T37"W
30,9Q'�_ **
**
L122_
N717 "11"W
119' _____ **
**
L123
N43'25'08"
3q.g§'� **
**
_
L124
N3611'51"W
34.30' **
**
1_125
N70'40'01"W
3.30__ **
**
L126
N46'30'55"W
3 .Ot' **
**
L127
N7V14'50"W
24, ' **
**
**
L128
S79'3 '32"W
LO ' **
L129
S 3'5319W
18.09' **
**
**
L130
S61 01 30 W
51.60, **
L131
N581 '31"W
82.5 ' **
**
032
S 1'43'41"W
14.08' **
**
L133
S51'43'41"W
54,26'
**
**
L134
S83'04' 3"W
7 ,21'
L135
N89'24 "W
46.45' **
**
L136
S36'30'43"W
31.61' **
L137
N84'59'49"W
9.13'
L138
N81'14'43"W
11.14'
L139
S89'17'33"W
8.24'
L140
S74'32'56"W
17.99'
Li41
S89'17'33"W
29.30'
L142
N82-34'39"W
12.95'
L143
S8109'45"W
12.95'
L144-
S6815'1WW
25.51'
L145
S61'23'43"W
17.61'
L146 u
S61'32'02"W
19.66' __ _
D47
S6WO4'04"W
18.54'
L148
S80'45'42"W
18.52'
LS49
S86-06'46"W
16.51'
Liao
_
S84'43'07"W
22.96'
7151
S79'49'49"W
16.71'
E152
S65'39'47"W
15.99'
L153
N88308"W
23.82'
Lt54
S7910'04"W
26.04'
L155
_
S66'0538"W
13,9V
L156
S55'36'09_W
16.51'
L157
S61`32'02"W
19,66' __
L158
S74'21'40"W
14.21'
L159
1764549"W
16,88'
L160
S81'09'45
W 19 42' -
L181
N84.22'02
W 16.58'
7162
S71'46'01"W
18.24'
L163
55T1 T14"W
17.28' _
L164
S59'32'S1"W
14•.76'
L165
S58_19'44"W
10.68'
L166
S61'23'43"W
17.61'
L167
S571 T14"W
8.64`
L168
_
S54'35'51"W
1C48'
L169
S47'01'08'W
1 .61'
7-6
S84'39'25"W
33,99'
7-1
N87'20'28'W
15.59'
L172
S72'21'54"
2 .01'
L173
S44-17'33"
15,54'
Lt'74
S65'03'53"W
20.08'
L175
S75'15' 3"W
11.33'
Lt76
S53'451 "W
15.7�i'
L177
S56'16'07"
21. 4' _
L178
S59'32'51 "W
g215'
L1'79
S73'0156"W
2 .89
L180
�S 8'02'31"W
17.68
L1E1
S54'47'02"W
17 78'
L182
S53-45'17"W
7.88'
L183
S44'173 "W
5.18'
L184
S53'15'S5"W
12.45'
L185
S56-33'26"W
15.24'
El86
41-16'47"W
12.32'
'Cl 87
S48'41' 8"W
16.88'
BOUNDARY LINE TABLE
L18$
S56 3'14"W 18.
4'
L189
S5516'09'W 13,21'
L190
S8317'01"W 17.49'
L191
S77'11'52"W
3.1t'
L192
S78'59'16"W 10.24'
L193
S64'31'03"W 13.11'
L194
S60 8'54"W
20. '
L195
S6113'12"W
1 .5T
L196
S595605"W
16.81'
L197
S80-32'47"W
12,04'
L198
N82'34'39"W
6.47'
L199
N66'4.99'
L200
N58"31' 6"W
9J5'
L201
S00'4 ' 7"
4.5 '
L202
10'3 '09"W
4.67'
L203
S51'2 '0 "W
10.44'
L204
S464
L205
S76'4 '49'W
L206
62-43'39"W
10.24'
L207
55-36'09"W
13. 1'
L208
S71' "9"W
30.70'
L209
S5 -3 '51"W
14.76'
L210
S1916'3 "W
10.72'
L211
S17'43'39W
2.90'
L212
S62'43'39"W
L213
S68'44'11"W
15.65'
L214
S67'2 '28"W
9.86°
L215
54417' 3"W
11.65' _
L216
S21'05'38"W
9.8E _
L217
S1 19'44"W
3.78'
L218
S1514' 6'W
13,33'
L219
S00'42'::
12 8 '
1_220
S49'29'13W
14,30'
L221
S60'28'54"W
20.90'
L222
54417' 3"W
31.08'
L223
S421 '03"W
18,79'
L224
40'55'34"W
270
L225
S52' 5' 1"W
2.05'
L226
S4 19'03"W
37.57'
L227
4417'33" W
25.90'
L228
S48'06'24"W
29. 0'
L229
S46-01'42"W
21.38'
L230
S48'51'59"W
32.48'
L231
S461 '03"W
1 .79'
L232
S48"06' 4"W
29.20'
L233
S4814' 6" W
37.64'
L234
S42'2 '00"W
38.87'
L235
S3519'12"W
37.36'
L236
32'31'27 W
31J5 _
L237
S33'3 '30"W
27.68'
L359
N8917'33"
L360
S50'0 '22"E
16.88'_._�
L361
S58'42' 8"E
17.28'
L362
S8750'42"E
L363
S52'02'52"E
29.31'
L364
S76'40'16"
18.88'
L365
S7310'55"E
18.2 '
L366
S75'38'20"
24.65'
L367
84'22'02"E
24.87"
L368
N72-11'23"
24.91'
L369
N7 '46'06"E
17.11'
L370
N891 T33"
15.57'
L371
S47 49'43
17. 9'
L372
S40 30'47"
7.15'
L373
S16 39'1 O'E
6.67'
L374
SOB'50'15"E
. T 6
L375
S00'42'27"E
I 4.58'
6
d
s
447 S0c a 27 E 4. 8'
.448 S e 32 E 4.9J'
.449 S7k 16 1 E 6 '
.450 N 83 34 5 E 9. 0'
.451 N55 36 09 E 3.
.452 N67`l '28"E 3'
.453 S197,?8'33"E .90'
.454 00, ' 7" .7
.455 S4417 33"W 9, '
-456
_457 S34-
_458
.459 50(t -
_460
_461 S16' 9 10"E 6.67'
_462 S45'4 '27"E 118'
, 463 S5T 1'03"E 9 90
L464 S50'06'22"E 8.44
L465 S5350 15 E 4
L466 GS EE
L467
_45g 'C37 ♦ � E � SF
_469 S37 34 39 E 4 a'
L470 N89'17'33'E 0.92'
L471 S21'41'42"E '2 7`'
L472 S6� _ �� E t 9'
L473 Si : -_ c '9'
L474 N8_1J17 33"E 6.4'
L475 N8J 17'33" 7.33'
L476 S7u' 3'"E 1 .7
L477 N l� 49'4289" 11.14'
L478 Nbi'09'45" 6.4T _
L479 N81°09'45"E 6,47'
L480 Nbu17 33" 4.58' -
L4B1 S11 44 37' 7.55'
L482 SOG
L483 6,97
L484
L485 1
S11 p0'44'E 0 24Q 24'
Soo g0'15'E 6 47'
L486
S 115 49'E 7.8 '
L487
N6 4 ,a"t 4.D9'
L488
N3 ° •_ 3.30'
L489
L490
7 _ -
tL49 '-_ -
L491
L492
N101C y`� ' S7-
L493
N21154 '^ ,2 ----
L494
N .� 0.,, ,. A = 90'
L495
N 4 4E' A = 54'
N = 4 93'
N ° 57'
N7,,
S<
Sty _ �9'
L497
L498
L499
150C1
L501
L502
L503
Nt - 38'
St + 7.33'
7.55'
L504
L505
L506
N- 8 69'
W _ e 6 60'
Nt n 2 05'
L507
L508
L509
r o 4 09'
N 'N•330'
W, «3173'
N w 7.88'
L510
L511
L512
L513
N72 e 2 90'
L514
N3 4 ^' A 8.64'
L515
N7 E ',48.69'
L516
N57C '',h'
.30'
L517
N4 '42
L518
N3
L519
N101C'l1"W
5 57'
L520
NQQ 44'2''w '0 07'
L521
5 34'
L522
N4 , -v = 7.15'
L523
N7 40 49'E 5 57'
L524
N47 39 3"E -1.03'
L525
N 9'45'4a'* 9.43'
L526
N76'4- ' S' w 7.55'
L527
S8 ' 32.0 4.58'
L528
N84 2� C2'++ 8.29'
L529
Se 4.93'
L541
L555
897'33-W
'2+Z5516.$1�4'
%5'51'27E 4.09_
BOUNDARY LINE TABLE
L564
Nt 9-17'33"E
A _
L5655
St39'44'37"E 10.68'
L566
S76'40'16"E 11.33'
1_567
583'06'46"E 1186'
L568�
Sm37;07'52"E 14,68'--•_
� _
I.569
S38O6'18"E 20,1E
L570L_
N 917'33"E 13..E
L571
S'76'40'16"E 18.8E
L57?.
5 77 54'12"E 20.66'
L57-3
M 9'17'33"E 16.48'
L574
N8019'12"E 17,61'
1-575
N'13'20'50"E 20A0'
__
L576
N'S819'44"E 16.02
L577
N6: '53"E 20.08'
._-
_
L578
N8710'17"E
4.74'
L579
N',391T 3"E 4,58'
L580
N;�3' '50"E 1133'
_
L581
N68'44'11"E 23.4T__
L582
N+ 917'33"E 10.99'
L583
NI34'53'38'E 11.94'
L584
N13917'33"E 9.16'
R_
L585
N T3'20'50"E 20.
00'
L586
N+ 416'32"E 15.16��
L587
48616"47"E 17,42'
L588
N'77'24'14"E 17.78'
L589
N66'40'22"E 11.90'
L590
NG4'16'32"E 15.16'
L5 9 11
N64'50'55"E
22,13'
L592
N46'46'55"E 14,91,
L593
N 4012.25"E 18.18'
_
L594
N(36'48'47"E
28.74'
L595
N59'02'10"E
25.4.4'
L596
N136'05'38"E
2).92'
L597
N5819"44"E
16.02'
L598
N5315'55"E
4.91'
L599
N55'36'09"E 113.21'
L600
N4 '29'13"E
14,30'
L601
N'r8'40' 2"E
14.91'
L602
N34'05'53'E
10.11'
L603
N3917'33"E
10.07'
L604
N "'58'57"E
14. 1'
L605
N135'28'42"
13.77'
L606
N 441 733 E
3 88,
L607
N3710'03"E
10.44' __-
L608
N 59'02'10"E
12.72'
L609
N70'51'27"E
14,4 '
L610
N7711'52"E
13.11'
L611
N7917'04"E
15,81'
L612
N58'02'31"E
17,68' `.
L613
N35'55'34"E
15.59'
L614
N39_17'33"E
11.90'
L615
N72'11'23"E
12.45'
L616
N78-59'16"E
10.24'
L617
N71'56'19"E
15.35'
L618
N8-43-39"E
10.24'
L619
N41-3V58"E
13.61'
L620
N32' '57"E
19,81'
L621
N41'48'11"E
14.9 '
1-622
N 4'04'30"E
19.05'
1-623
N63-56'47"E
19,2 '
L624
N87'29'28"E
9.36'
L625
N66'05'38"E
13.95'
L626
N48 22'41E
18,18'
L627
N61'23'43"E
17.61'
L628
N '15'55"E
24.91'
L629
N 9'35 2'51-E
14,76'
L630
N45'55'45"E
2.67'
L631
N58'49'37"
18.06'
L632
N 1'08'07"E
L633
N4417'33"E
16.83'
L634
NZ'02'15"E
7,38'
L635
N34'49'49"E
7.88'
L636
N 551 7"
10.24' --
L637
N4417'33"
.06'
L638
N 77-58-57"E
4.67' _
L639
7216'21"E
2.90'
L640
N1-54'48"E
21.76'
L641
N17'43'39"E
5.79'
L642
N '42' 7"W
549'
L643
NOO'42'27"W
7.33'
L644
N '46'S5"
14,91'
L645
N7 15'23"
3,78'
L648
N67 9'28"E
.86'
L647
N77' 7"E
4,67'
L848
I N 01'40"
15.24'
L649
NO6 5' 3"
7.
LE50
1 N '4 7'W
. 6'
L651
N '4 ' 7'w
'16,
LE52
N '41- 8-
11.94'
LE53
N'-58.38-W
11.40'
L654
I N66'38'31"E
1 .69'
L655
N19'20'43"E
27.29'
1L656
1_657
N7t'40'09"E
NO3'55'39"E
13.09'
25,96' _
L658
N4-018'10"E
1 .1V
t65=
N 29' 8"
13.95'
L66:
N 51' 7'
1 .
L6E' N40 42"
7 �'
L662 N441_r3"E
7.77'
L663 N17'43'39"
5.7 '
E
N
t Q
Z O
(.D 00
Bridgeview Lane
+1.2' gravel/di.rt road
(access to cemetery)`
JUDY BARKER ODUM
& HUSBAND,
JOEL C. ODUN1
D.B. 859, P. 559
LUCILLE B. TYNDALL
U.B. 817, P. 693
BILLY J. HAMMOND
AND WIFE,
SUSAN S. HAMMOND
D.B. 848, P. 426
BILLY J• HAMMOND
AND WIFE
SUSAN S. HAWAOND
D.B. 859, P, 135
N.C�.S.R. �1100
60' R/W f
N05«56'16"E
,
N51'46'20E 129.10'
123,05'
EASEMENT FOR
NO3'15'40"W
PUBLIC' ROAD "r/ J' 36.55' „ .
142.00 Wetheril7.gto1i. Lallcliritr Road. �_ _�- S03 53 22 E
v D.B, 252, P. '171 _ -°~`� \ J
/ N,C,"S,I . 1' 0:1. - 60' R/W SEE M.B, 31, FIG. 261 f ' I r 163.79
E_PK (OVER
I �- ' ~``C:;OUBLE RR
ALBERI BATES 1057.98' to C intersection N81'..i5 42'E , �'� „ . CULVERT)
D.B. 1035,
P. 171
-t"
I
rya
j' f C3)
CEMETERY �-
LOT Z
L
N68'26'29"E "
31,73'
IA'hite Oak River
with N.G.S,l. 1.1007 Stellci Rd. 160.43 _ -'' ✓ e' 66 19 29 E t _
per M.B. 51, Pg. 2Ea1 �,J•� �` _ -- L734
N84'26'08"E - (- _ •- - /�, ! a L735
99.30,
.�- -- -. - _....- - .2.
ti S87-i�4'05"E924. ` -`- -`_- L 7 2 �
74' =e `�� NEiB"L3'32"E '' `'' >
.G• -`
RIGHT -OF- WAY` r \��� �19.94' ,--✓'Z '...,'° x NEi4'43'S5"E 3q
_ Tract A FOR CROSSING - �� �„�. `� -"- � � 52,F 4
8c RECROSSING! Zg0 / \ F {, , /
�A - 1.8 4 49 f E WoodedG__ _.-_-
\__ S88'12'38"E D.B.I)L�252, P, '171 I � / ,_�.. C
139.00' ,r /
ko
%Molly Ln.,� � r �
C.'ci yOi1 2A �11 „✓ Dirt
ce Foal
V
N68'26'40"E
~`- 68.23 �. �� i, ed Cleared
N04 propoer ?a Area Area \ ( C)
\ EOt��et\0rds
% Uplands / ko We Tract B "
Total Area _ J
�1 �+ Gales (.-.reek
/ ~ f 138.71 f Acres x
404 0 - - /I'er I.�•B. 252 I' >..1 i 1.
� ,qer \ Wetlands �� Coastal � C ca,7 ��lt`., D,B. 961,11g. 60
ioi �O Line Wetlands ` \
CD
09 J r "5`,
P Proposed i J ✓ ��\ + l'c1 jlO:r Creek
p � Wetlands O F
Earthen Path 1''er D,I3. 226, Y 272
\ I to Wetlands fir' cv �.('
Proposed 3
Pier A94.
L730 N66'03'50"E 60.70' I a, Q
L73t N62'05'18"E 76,24'� I ca .� Uplands
L732 N57"09'11"E 7624' ~ - - - _ / \
L733 N57*0 '14"E 76.91' C .� ` ~ -- �: -''
,� f � •�I 4� NOW OR FORMERLY
// "' / \ l o c•t FIRST &LAST CHILD, 1..tT.Cr,
11A,j� I^ \1 D.B, 961, P. 60
u.
Shore
Line
v..._iUplands,
ono//
* \ c7 // I i ' l � - ? / I '- cn
* / \ J� 0
/ O7 \ // / ✓ % / //� i / / / sib- / ` I0
Marsh
GRAPHIC' SCALE o/ Arreas / / 1, (I i %/ / / 1 `\�
20C 0 100 200 400 800 �\ // / , /l / / _ `\. ( (o
White Oak River-
/,''/ �) c,° o' i \``\ �,'(?'Sq'33„E. S'S
ll \\ Iry `3%'5.Oo°
( IN FEET) L 0cb-
.----.
1 inch = 200 ft. , _ / > ,lb V
L734
S21'26'33'E
58.60'
L735
S12'56'33"E
42,02'
L736
S12'56'33"E
40,98'
L737
S07'06'33"E
86,70'
L738
S19'O6'33"E
36,4-0'
L739
S51'05'33"E
94,80'
L740
573'06'27"W
73.10'
L741
N64-30'33"W
66,40'
L742
S05"20'33"E
86.80'
L743
S58-5527"W
97.50'
^ y50 l 1 Marsh Q° ° c // / % �✓s.. �,
\. L4 0 b �LS� _ Areai�0 �� oc// // i / \` ' ✓ \ �r
Lo
ulp
Proposed
So Pier B
White Oak River-
C,
rL1 V / `
Waite Oak River ' * O
1
t L Marsh
Area -\�
/ Shore r
r Line
b
1 �oY
�270 L�Q
sera Notes
• T� s p;a-i document for NCDENR-DCM CAMA Permitting Purposes ONLY
• R oariar limits, NHWL (NLW), wetlands, et cetera, subject to NCDENR-DCM
concurrence.
Owner & Contractor responsible to ensure project & all elements thereof are consistent
with owner's intended uses.
Cwner & contractor responsible for project Compliance with all applicable Building,
Accessibility & other Codes, Regulations and Standards including setbacks, built upon
a -ea, et cetera.
utilities etcetera to be carefully verified by owner and
,2,v3�
!D '42'27"W
q.�� __-- . III dimensions, locations; ,
9.16'
5.57' - contractor prior to structural or other further design &/or construction.
.19'
,1.os' - _ • Contractor responsibility to inspect site and identify field conditions and related project
9.56' cost implications thereof,
.56'
5.34'
13.01' _ � -1i} a(jj� ((�1 p �
1 .11' t U 11 U l� L Ll lJ l�
13.95
23.18' NOT FOR CONSTRUCTION
I108-45'17"E
It 5-51'27"E
2344'„"
36'09"
115'S9'30'E
N3015'23"E
4 34'55"
(!84 5'53"E
1166'05'38"E
+a--"08"E
WHITE
OAK
RIVER
(Bank)CEEL
BRI LANE _W��
LANE
t;1GLLY LANE
WHITE OAK
RIVER
VJETHERINGTON
LANDING ROAD
SITE
_ CAMP LEJEUNE r CHERRY POINT
RAILROAD
ro Cape Carteret
? Intersection With-�
HWY 24
CAMA Process Platlning
and Permit Facilitation by:
C COASTAL PI..ANNING SERVICES, ING
Ktlthv B. Vinson, .AICP
C;atrapr,tlrernsil,e I,arrd L7ye Planning and Develaprnerlt,4s.sivtaii(.�.?
P.O. Box h,27 Office 25'2 %54,4`)16
Nforeheaci City, NC; 28557 Fax [phone]
.,O
Survev
Provided by:
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - land Planners
P,O. Bog 976 - 28541-0976
306 New Bridge Street - 28540
Jacksonville, North Carolina
Phone [phone] - Fax [phone]
Firm. License Numbers F-0108
/ FIELD BOOK: Trent #1, Pages 26-27
VICINITY SKETCH DISK NAME: ACAD 2054
�H FILENAME: stella bridge pier topo.dwg AWG
WHITE OAK NOT TO SCALE JOB NO,: S060815-4219
RIVER
Rev. '10/'08/09 BLD - Added Additional Coastal `',e- �_
�s4inS zo
Le e.nd:
R/W - Right. -of -way
ISF -- Iron Stake Found
-- Centerline
NHWL _ Norrnal High Water Line
--___- 404 Wetlands
-- -..- - t'costal Wetlands
M.B. Map Book
Pg. Page
D.B. - Deed Book
Notes:
1. noundary data per survey' by Charles F. Riggs
�t +d Associates, Inc,, Per M.B. 31, Pg. 261
(fated ,.June 4, 2007 and adjusted to NAD '83 2007 Adjustment.
2 -*This Part of NHWL was located By Parker
.1nd Associates 2.---3--0'9 and 7--16-09.
3• bashed lines for edge of river, Gales/Taylor
Creek, Canals taken frorn M.B. 31, Pg. 26'1 and
aerial photography,
REVISIONS
1 /25/2012 Per C;PSI
2_/6/12 Rip. Boundary
per CPSI l DC N/I
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DATE: 6/'15/10
PROJECT: 07-072
DRAVVN BY: JP•'
SHEET: 1 of 4