78-15 South Bay Point LLC Oversized Plans

0 H.
AU FC )RT COUNTY
BATH TOWNSHIF BE.' .-
CURVE TABLE S H E ET 1 0 F
Curve
Radius
Chord Bearing
and
Distance
Are: Length
CI
125.00'
N
4.,r;' 37'
57"
W
12249'
128. 0 1'
(112
106.33'
N
58- 25'
33"
W
119-3 2'
126.68'
C3
20.00'
N
24-' 19'
13"
W
34.72'
83.61'
C4.
43.54'
N
61* 03'
24"
E
36.94'
39.13'
C5
46.33"
S
75* 59'
33"
E
1180,
13.85'
ce,
185.00'
IN
4.6' 57'
33"
W
181.70'
139.93'
C7
46.33'
S
414 57'
37"
E
39.98'
4 1. 34'
C8
79.44!
N
700 04'
20"
E
84.63'
89.25'
C9
i BIC). 6 6,
S
4 Ir" 38'
02"
W
61.18'
61. 47'
CIO
180.66"
N
6,59 26'
28"
E
50.66'
50.83'
C11
130.66'
IN
5!,* 41'
36"
E
79.92'
81,92'
C12
25.00'
S
82* 24'
16"
E
20.41'
21.03'
C13
50.00'
S
81-5' 48'
15"
W
6 1.4 1'
66.12'
C14
50.00'
N
2.2* 59'
42"'
E
38.95'
40. 01'
C15
50.00'
N
212.* 51'
07"
W
38.95'
40, D I'
C16
50.00'
S
79* 46'
04"
W
81.37'
95.05'
C17
25.00'
S
49* 24'
21"
IN
20.41'
21.03'
C18
134.79'
S
1' 04'
27"
E
66.04'
66.72'
C119
74.79'
S
329 24'
33"
E
106.72'
118.83'
C20
25,00'
S
36' 20'
15"
W
20.03'
20. 6 1'
C21
50.00,
S
6* 14'
11"
E
91.49'
115.53'
C22
50, 00'
N
2* 40'
58"
E
63.06'
68.23'
C23
25,00'
N
14.0 46'
37"
IN
18.43'
18.88'
C24
30,00,
N
300 33'
28"
W
49-58'
58.36'
C25
185.00'
N
16* 55'
18"
W
4.05'
4. 05'
LINE TABLE
Line
Bearing
Distance
"Line
Bearing
Distance
Line
Bearing
Distance
Line
Bearing
Distance
L 1
N 77' 45'
19"
E
51.52'
'L53
S 12' 18'
00"
W
136.68'
L105 N
77* 45'
19"
E
107.98'
L 157
N 13' 06'
26"
E
27.07'
L2
N 79* 38'
26"
E
44.44'
L54
N 79* 42'
29"
W
134.,69'
L 106 N
38' 28'
55"
E
32,12'
L3
N 84' 55'
51"
E
58.87'
IL55
N 49' 50'
52"
W
91.46'
L107 N
4-0* 00'
45"
E
39.84'
L 159
S 79' 09'
16"
W
4.4 1'
L4
N 89* 42'
24"
E
31.23'
156
N 44* 38"
53"
W
58.78'
L 108 N
4-0' 37'
30"
E
53.2 1'
L 160
N 15' 32'
11"
E
63,76'
L5
S 82* 51'
54"
E
8.52'
L57
N 26* 26'
32"
W
66. 14'
1-109 N
41- 13'
51"
E
72.16'
L6
S 70' 09'
49"
E
13.08'
'L58
N 58* 29'
47"
IN
33.29'
1-110 N
41' 30'
12",
E
73.75'
L 162
N 16* 10'
28"
E
54.08'
L 7
S 70* DIV
41"
E
14,82'
'1-59
N 21' 58'
56"
W
97.26'
L 111 N
77* 43'
36"
W
82.97'
L163
N 16* 36'
10"
E
53.54'
L8
S 71* 56'
21"
E
14.82'
160
N 46* 06'
00"
W
81.42'
L 164
N 16* 49'
40"
E
58.35'
L9
S 61' 53'
25"
E
157.06'
1-61
N 66* 29'
12"
W
169. 11'
1-113 N
37* 35'
47"
W
50,45'
L 165
IN 16* 59'
45"
E
57.02'
L10
N 34' 35'
23"
E
4,47'
162
N 77* 00"
56"
W
38.37'
L 114 S
25* 49'
09"
E
53.02'
L 166
N 17' 30'
43"
E
'51.06'
L11
N 34' 3.5'
23"
E
154.23'
11-63
N 550 21'
10"
W
72.,90'
L 115 S
47* 27'
52"
W
83.85'
L 167
N 18' 58'
40"
E
i56.23'
L12
S 66* 00'
07'
E
89.65'
1L64
N 47* 26'
16"
W
65,30'
1-116N
27' 47'
49"
W
51.70'
L 168
N 20' 57'
26"
E
53.53'
L13
N 15* 45'
41"
W
40.29'
fL65
N 58* 22'
20"
W
54.,99'
L 117 N
73* 30'
02"
E
83.05'
L 169
N 22' 10'
14*
E
53.53'
L14
N 30* 26'
53"
E
8.67'
iL66
N 45* 27'
41"
W
64.09'
Ll 18 S
73' 30'
02"
W
1 05.67'
L 170
N 25* 10'
06"
E
49.73,
L 15
N 28' 06'
35"
E
3.5 1'
iL67
N 49* 25'
08"
W
49.68'
1-119 5,
27* 47'
49"
E
51.21 1
L 171
N 27* 37'
56"
E
9.16'
L16
S 71* 32'
05"
E
22.14'
!L68
S 7 11 * 48'
01"
W
18:41'
1-120 $
49' 43'
38"
W
17.10'
L17
N 84* 05'
27"
E
6.24'
11-69
S 47* 49'
55"'
W
8.83'
L121 N
27* 47'
49"
W
51.49'
L 173
N 66* 29'
12"
W
2,17'
L18
N 48* 03'
32"
E
12.92'
51-70
S 79' 09'
16"
W
10. 57'
L 122 N
73* 30'
02"
E
25.20'
L 174
N 58' 22'
20"
W
4.20'
L19
S 56* 52'
21"
E
38,40'
IL71
S 14' 56'
48"
W
11. 58'
L 123 5
37' 53'
10',
W
98.76,
L20
S (52' 266'
06"
E
64. 1`5'
172
N 74* 16'
32"
W
24.56'
L124 5
279 45'
50"
E
50.39'
L 176
S 66' 29'
12"
E
3,96,
L21
S 80* 03'
34"
E
13.30'
IL73
N 7- , 7* 37'
25"
W
25.,69'
1-125 IS
27* 47'
49"
E
51.23'
L 177
S 13* 06'
26"
W
'98.01'
L22
S 56' 3-3'
50"
W
40.25'
IL74
N 57- 05'
06"
W
38.31'
L 126 S
44- 1.3'
03"
W
4.54'
L23
S 26* 12'
52"
W
83.58'
175
S 67* 31'
15"
W
180.00'
L 127 S
39* 37'
15"
W
13.00'
L.179
S 44' 38'
53"
E
1
15.75
L24
S 28' 26'
16"
W
81.03'
IL76
S 41' 18'
15"
W
98.00'
L 128 N
27* 47'
49"
W
75.54'
L25
S 31' 10'
03"
W
90. liO'
177
S 66* 31'
15"
W
8 1 4'00'
1-129 $
37' 53'
10"
W
98.76'
L181
S 77' 49'
25"'
E
116.20'
L26
S 350 59'
30"
W
191.09'
IL78
N 83' 08"
45"
W
7 1.00'
L27
S 44' 44'
06"
W
202.80'
L19
S 24' 01"
02"
W
67. 12'
L 131 N
79* 01'
51"
W
5.79'
L28
S 47* 27'
52"
W
131,33'
180
S 62' 21"
09"
W
90.20'
1-132 S
41' 07'
09"
W
23. 10'
1-184
N 13* 06'
26"
E
98.01'
L29
S 49' 43'
38"
W
76-20'
181
S 87' 06"
09"
W
115.22'
L 185
S 12' 27'
28"
W
-00'
L30
S 67' 01'
09"
W
75.36'
182
S 49' 44'
09"
W
84.75'
1- 134 N
37* 53'
10"
E
98,76'
1-1186
S 73' 30,
02"
IN
111'
L31
N 84* 44'
24"
W
14.72'
183
N 47' 285'
51"
W
7 1.•9 '7'
1-135 S
48' 40,
33"
E
51,68'
L32
S 76* 02'
13"
W
57.96'
L54
N 30- 00'
51"
W
91.33'
L 136 S
4-00 50'
00"
E
50. 1 ()'
L.188
S 87- 49'
23"
E
40.54'
L33
S 694 21'
28"
W
34.29'
185
N 5(.')* 01'
09'
E
48.90'
1-137 S
53' 48'
22"
E
22.82'
L34
S 47' 21
34"
W
20.47'
L86
N 22- 37"
51"
W
50.,90'
1-138 N
37- 53-
10"
E
98.76'
L 190
S 87* 06'
09"
W
104.210'
L35
S 55' 57'
20"
W
65.99'
t87
N 28* 32'
09"
E
51:92'
L 139 5
37' 53'
10"
W
98.76'
L.191
N 876 06'
Gg"
E
11.02'
L36
S 44* 1,3'
03"
W
49.26'
!L88
N 17* 02'
10"
E
104. 19'
L 140 N
13* 38'
37"
E
72,48'
L37
S 57* 32'
34"
W
35.58'
L89
S 22* 15"
54"
E
175.21'
1-141 N
53- 56'
45"
W
20,03'
L 193
N 870 49'
23"
W
88.4 1'
1-38
S 39* 37'
15"
W
29.0I'
L90
S 19' 24'
55"
E
76.75'
1-142 N
48* 40'
33"
W
30.26'
L194
S 86" 59'
13"
E
116.80'
L39
S I 1" 40'
38"
E
16-08'
L91
S 40- 04'
59"
E
6 1. 1 iD'
1-143 S
13' 38'
37"
W
21.04'
L.195
S 86' 17'
03"
E
52.80'
L40
N 64* 57'
51>
W
90.44'
L92
S 87- 14'
56"
E
9.,90'
1-144 5
13* 021
45"
W
76.98'
L41
N 79' 01'
51
W
26.46'
L 0
S 870 14'
56"
E
104.,66'
L 145 N
13- 06'
26'"
E
98-01'
L 197
S 67' 31'
15"
W
103.08'
L42
S 80* 54'
09"
W
67.49'
L94
S 87* 10'
.32"
E
104.89'
1-146 3
13* 06'
M"
W
108.0 1'
L 198
N 67- 31'
15"
E
76.9 2'
L43
S 41* 07'
20"
W
'161.66'
L95
S 87* 10'
32"
E
9.67'
L 147 N
12' 05'
22"
E
53-36'
L.199
S 57* 36'
10"
E
33.65'
L44
S 41' 1,0'
53"
W
7.68'
L96
N 4* 26'
14"
E
31.28'
L148 N
13- 02'
45"
E
54.65'
L200
N 15'
49"
E
93.82'
L45
S 54* 45'
51'
E
52.57'
L97
N 77' 59"
27"'
E
"117.37'
1-149 S
12* 05,
22"
W
40.69'
.28,
L46
S 11* 5.4'
03"
W
23.77'
L98
S 8(-3* 49"
41"
E
11,10 1'
1-150 S
14* 54'
45'
W
59.38'
L202
N 16* 10'
28"
E
54.6 1'
L47
N 56* 47'
51"'
W
32.3.4'
L99
N 3xI* 511'
16"
E
68.32'
1-151 N
13- 06'
26-
E
100, 01'
L 203
N 16* 36'
10"
E
:53.88'
L48
S 12' 1'9`
QO"
W
'130.00'
L 100
N 39" 21'
29"
E
83,35'
L152 S
13- 06'
26"
W
100.0 1'
L204
N 15* 49'
40"
E
58.56"
L49
S 16* 21'
25"
E
47.01'
L101
N 40' 07"
40"
E
35.,92'
L 153 N
10' 09'
10"
E
25.96'
L205
N 16- 59'
45"
E
57.38'
L50
5 74* 56
00"
E
170.56'
L 102
N 63' 27'
45"
W
68.,57'
L 154 N
12- 37'
33-
E
74.06'
L 206
N 17' 30'
43"
E
52.09'
L51
S 33* 36'
47"
E
50.05'
L 103
N 77' 45"
19"
E
'I 13.4,4'
L 155 S
10- 46'
14'*
W
103.80'
L207
N 18* 58'
40"
E
58.03'
L52
S 71' 48'
00"
E
147.99'
L 104
N 77' 45'
19"
E
50.67'
L 156 S
18- 06'
58"
E
23.93'
L208
N 20' 57'
26"
E
55.20'
L.209
N 22- 10'
14"
E
55.73!
L.210
210
N 25' 10'
06"
E
20.27'
L .211
N 13' 06'
26"
E
40.00'
LEGEND
TO SYMBOLS
(D = EXISTING
IRON ROD
(D = EXISTING
IRON PIPE
- IRON ROD SET
= F.K. OR
MA-G-NAIL SET
= EXISTING
P.K. OR MAIG-NAIL
= WATER
METER
- UTIL ITY
POLE
YZAIJIVIM 82-101-NG .5f-73AQ<S.
= FIRE HYDRANT
Ck! = WATER
VALVE
F-ont -= J0,0,
= CATV RISER
Re -or 2.5 0
44 TOTAL
LOTS
1/41
I/V
L 0 I-S
= TELEPHONE RISER
= 4' WIDE GRADER BLADE
Side = 10,0'
Adjocent Comer Side = �00'
Smallest
Lot =
Lot
23 0. 4041
tie.
2587,315.414 S.F.
o = CAM OR DEED POINT
Major 77wrouqhfore
-
Front
=
40.0'
Largest Lot
Lot
44 4.391
A c.
59.376
Ac.
LOT AREAS
POI�l'TF
NORTH CAROLINA
Lot
Sq. Feet
Acreage
1
59869.693
1-374
2
75009.836
1.722
.71
721-35.299
1.,656
4
98317.420
2,257
5
t 1746.733
1,188
6
59866.086
1,,374
7
103684.986
2, 2!1 5 0 1
8
480 18.382
1 102 1
9
57909.069
1 329
10
b7576,033
1.551
11
67947.858
1 560
12
79074.831
1 815
1 -7-
19957.190
1 1,47
14.
b1687.612
1.416
15
564.35.469
1.296
16
46218.860
1.061
17
43751805
1.004
18
41082.854
0.943
19
379 40. 5.60
0.871
20
26374.432
0,605
21
34230.051
0,786
22
24354.697
0-559
23
17596.134
G, 4-04
24
19439.816
0.446
25
17992.732
0.413
26
18033.269
0.414
27
19516.612
0.448
28
62773.115
1.212
129
51611.792
1,185
30
73135.368
1-679
31
31440.733
0.722
32
26951.743
0.619
33
21792.821
0500
34
21914.838
0 503
35
10263.315
1. 6 13
36
70960.499
1.629
37
47331-115
1.087
38
bO976.510
1,170
39
65222.981
1,4-97
40
79534.753
1 .826
41
04534.211
2170
42
113767-257
2612
43
181903.486
4.176
44
191276.365
4391
FL ()OD--.Z01YE- _L6Lr&-AREA �IJVJIIED
-
Ponel# 37206684 OGJ 2975308.201 S F
66.926 A c.
Firm Zone AE'
II
PRELIMINARY PLAT
NOT FOR RE-CORDATION
PROPERTY IS IN A SPECIAL FLOOD FIAZAR() AREA
BOUNDARIES NOT SURVEYED ARE SHOWN
AS DASHED LINES PLOTTED FROM RECORDS NOTED HEREON
NO NCGS HORIZONTAL CONTROL MONUMENTS
WERE IFOUNDWITHIN 2000' OF THIS PROPERTY
VICINITY MAP NTS
Z
Af
P1JNG0 ORK, RUB.
'SITE
SITE
CERTIFICATE OF 09AERSHIP AIVP 0EDICAT70N.-
I hereby certify that I am the owner of the property described hereon
which was conveyed to me by deed recordod in Book 1860 Pages .947-.946,
and that I hereby adopt this plan of subdivisionos as required oy this
ordinai7cs. establish the opinimum building liaes, and dedicgte a// streets,
alleys, walks, drainage ways and other open epaces to puOlic ar,privotpe use
;as noted. Further, Icertify that the land as shown hereon Is within the
subd4y'elon regulations jivrisaktion of 6soutorl Count)'
I hereby certify that the subdlOslor entitled SOUTH POIA17F BAY 11
consists of 44 lots, of which -- are soeciflea as bull4ing lots
served by indIvAYual septic tank systems. 6ach building -lot was
provided with proper application, evaluation and in7pravements permit
for an individuaJ.,septic tank system pursuant to the general statutes
of North Carolina and s&* be valid for a period prescrbed by current
rules Ondsubject to the conditions set forth on the improvemtmts permit
This certification does not constitute 'Sian*et Approval' of 6// lots ira
the'svbdlw.sion.
y
AEAUFf,VT COUNTY, NORTH CAROLINA
0 Review Offi,061- of the County
and state of"eald certify that Douglas A. Garber, a Professional
Land Svrveyor, presented this plot for my, approval for recordatior.
y that the plat to 31vch this certification is affixed
meets all statutory requirements )or recording.
Review Officer Dote
The foregoing cartificote of_.
a Review Officer of Beaufort Count), North Carolina, Is
oa*oged to be correct. Let the instrument with its
certificates be registsered. 7his._ day of 2015.
in Plat Page_ __--
Bea.,fort Count>, Register of Deeds
I hereby certify that` this ourvey civotes a SUBDIVISION In an area
of a county or munycipality that has on ordinance that regulates
pg-cels of land.
1, Pat 7"
ac� 1as A. Garber, rtffl that this ;plat was drown b),, me &0m
an I01 fleld suM4 .y moue under my direct suoervlslon; 'that the
boundaries shown are *cen the record WOM7ation noted hereon,
that the ocguol ratio ofpretlsion exceeds 1,- 10, 000,• and 9hot this
survey creates a 5'V8D1V1SjaV of an EXISTING PARCEL; and that
this plot conebrrns 4,0,6 YI G&n, Stat. 47-30 as amended.
Witness My original signature., seal and registration number this
Ow. 22hd d, 15,
Dougl A. Garber S
CARO,
V
S S 101/ 7F
SEAL
L-3823 Z
U
0
'A
DOUCLA,3 A. GARBER, PLS
NORTH CAROU, NA PROFESSIONAL LAND SURVEYOR L-3823
406 i rALLJEY ROAD
HENDERSONVILLE. NORTH CAROLINA 28739
Phone: [phone]
..rob # NPOINTE SU Ney D L\26\15 'Dwg.# NPNT-IP
WRVEY FOR
SOUTH- BAY. MINTZ, UIC
APPLICANT,, SOUTH SAY POINTE, !LLC
PROJECT,. SOUTH BAY POINTE III
TITLE: PRIELIMINARY LOT LAY OUT
SATH TOWNSHIP BLAUFORT COUNTY
NORTH CAROLINA
JUN 0 9 2015
'1Q4*hj p

JUN 0 z©r5

JUN 0 91015

I Douglas A. Gorbor, c,-rfffy that th'-4-, plot wos drawn by me ftiom
an actual data gathered una?er any direct superksion; thot the
bounplarles shown are fia?? the record information noted hereaq;
and thol thPp drvwiY?g r, presents c Prolimincry Site 1-71or%
Witneszs, my original signr.7hire, soot oncl registration numbpr this
the 5th day of February, 2015._
C; A
SEAL
L— 3823
t6
A
DO UGIA"Sf A. GARBER. PL5
NORTH CAROUNA PROFESSIONAL I. -AND SURWeOR L-3823
406 TALLEY ROAID
HENDERSONVILLE, NORTH CAROLINA 28739
Phone: [phone]
7P`NT-I�MP­
SURVEY' FOR
SOUTH B.4 Y POIN'TiEr's .PLC -
APPLICANT: SOUTH BAY POINTE, LLC
PROJECT: SOUTH BAY POINTE 11
PLAT TITLIE-, R�IAIP \ BULKHEAD SITE PLAN DET&L
BATH TOWNSHIP BEAUFORT COUNTY
NORTH CARQ11-INA
IMFENT
ELEVATIONS ARE ASSUMED.
M EL.- -IX
.72
BASED ON NVA. BEING EL.:= 0.00'
AREA 'TO BE EXCAVATED WH
RE BANK
.1RODED TO RE-ESTABLISH DE
TH TO 36"
0')
(3 FEET) 350 +\- CO. YD, TO
BE USED
X� L
FOR B)�CKFII.L. AND EXCESS DISPOSED
I
CO
ON SITE: PER PENDING E & S PLAN.
Qria.ESS
WALK
DP7H Jtrl\- "IIN
PROP. LINE/ TOP BANK
PROFOSED
EXCAVATION i3C APPROX. N
KHEAD
2' WIDE BULKHEAD
TOP BANK
3' WIDE, CAP
TO EXTEND 572.5'4\-
APPROX. NWL
TO APPROX N E, C OR, LOT 22
V PROP, LINE
Bearing
N 18* 06' 58" W
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DRAWING !IIS NOT A SURVEY
FOR ENVIRONMENTAL PERMITTING ONLY
21 PROP( NO SCALE
TOP BANK EXCANWID4
+3
73
2
14i = 10 0 _17 5 f
RPPAW
P Rcpo�fl)
2JLKHEAD
7.00'
4.00'1 4.00"
1 14,00'
TYPICAL CANAL \ BULKHEAD
CROSS SECTION
-7.00,
NO LUNAR TIDE
HIGH WATER LINE
NORMAL WATER' LINE
LOW WATER LINE
RAAW DETAIL
NO SCALE
— N WIL
3'
CANAL BOTTOM
,35'
A
00,
s Id E­F 4-
-LE-Qj:NQ... TO -'s —yMjaQj-�1:L
() 4= EXISTING IRON RCID
20 10 0 20 40
SCALE OF DRAWING IS 1 INCH := 20 FEET
RECEIVED
JUN 0 91015
n

n
D
f1'
O
^0
/U
>
O
<
0
�
z
_
Q
�
m
00
z
0
m
0
z
0
r
G
z
a
0
0
D
z
m
QI
x I
0
rr- C.
Z T{
D 0
X
0
C;
i �—
r- a"3
z
a
ro
0
0
/l1
n �
Q
CA Z
;;u
C
O
'0—� fo
AA
f
r�
rz
Z
m
D
cy
T
C>
z
C7
�
G�
l
<
Fri
D
o
�
co
Ncri
z
—I
rn�
O
r
�
co00
('
®poz
o
(n
�d
0
�C1
0)
X
co
I
Crd
CA
N
�V
/�
t
I i
I f l
i
DbOD
I i
n'I:
Vo
y%Mo
m I I I I G I
cow omz
c 7 m * v
0 0
t
2 0
m C/) 0 co
00 Z
77
m 7:3
X X�
` C
y <0
D0
10
O 2�
I
fir; W
A N
41 C
o to =
z o I C7
U
M� Mtn O f7
II m (n z
OO
O u) rry
li
U
0
�o
50,
ar-
�" A R
0
$>
�� ✓ OD� I
z�"M>
Vq rE AL
CAN
Tjr. W y A
�x I
Z
vZLn<
Z, !>
�n
=x$D
D
c> m En
it,�0��
cZiz
tnmxm
co
8>
ZUz
f
D� W,
L
l

JUN A 91015
N r

•�� "'�n�' I,�M