Final Plat - 2007CURVE TABLE
WRVE LENGTH TANGENT RADIUS DEL_5,__ BEARING DISTANCE
C45 69�75 34�94 447�96 r1L N23-20�521 69,68
C46 5&05 25.08 321 � 46 50�00
C47 73,34 36�75 447�96 - 73,2�
43 1\132:22154�L_
C48 20,00 10�00 321.46 20�00
C49 00�00 1 0�00 447�96 20,00
C50 1 50.05 25�08 321,46 50,00
C51 74,03 37�1 0 447.96 9'28'07" N 4 4'2 8'51 " E __73�94
C52 50.05 25,08 321 �46 8'55'15" __N53*4-031iE_ 50�00
C53 69.75 34,94 447,96 8'5 515 N53*4,0'31 "E 69.68
C54 50.05 25�08 321 � 46 8'55'15" N62'3546"E 50.00
C55 69.75 34�94 4-47�915 8'5 5'15 " N62'35'46"E
_C56 50.05 25,08 321,46 8'55'15" N 71 *31'01 "E 50*00
C57 69.75 34.94 447,96 8'5 515 N 71-31'01 'T__69� 68--
C70 T 7 _3 26�06 173�46 17*0512" S59'11'47"E 51,54
C72 53-37 26�90 1714-6 17'3748" S76*33'1 7"E
C74 53.42 �6 - 9-2 173,46 17'38'44" N 8 5'4 8'27 " E 53,21
C76 53.46 26.94 173,46 17-3926)) N68*09'22"E 53,25
C77 9152 4713 303.46 17*39'26" N68'09' 9315
C78 52� 61 26,51 173,46 17 ,� 2'3 6, N 5 0'3 8'21 " E 52,41
C79 100.20 50�56 46 18'55'05'5 N49*52'06"E 79��
__j _73-46 6-36'36" N38'3845"E
C80 20,01 10.02 20�00_
C81 20,00 1 0�01 303�46 3'46'37" N��3�1 5)'E 20�00
C82 5a17 25�26 173,46 16'3423" N27'03'1 5"E 50,00
C83 94�62 47,70 3b3.46 '7',51'54" N27'42'00"E 94�24
C84 5b17 25�26 173,46 16'34'23" ___N10'28'52'*E 50=
87.78 44,20 303.46 16'34'23" N10'2852"E 8 T�F7-_-
C86 524-1 26�41 173,46 17'1846 N06'27'43"W 52�22
C87 93,05 46�8 303.46 17'34'07" N06'35'23"W 92,69
C88 5129 26,86 _�7 3.4 6 _7 7 _0 3" �2S-��l T�� 5 Td8
C89 9146 47,10 303,46 17'38'42" N24'1 1'48"W
C90 52,20 26�30 173.46 17'14'26" N41*20'32"W 52�00
C91 36518 853.16 128�46 162'52'28" N31 '35544"E 254,06
C92 77,62 54�47 43,00 103'25,30" S86'1-0'46"E 67�50_
C105 18.00 9�00 499�96 02'03'48" N56'33'53"E 18,00
C106 20,00 10,Oo 499,96 20,00
2'17'33 N71'54 1'34� E
C107 3Z08 1612 128.46 1,�j 83 S�j9L4 4L6"E 32,00
C108 4�22 2,11 128.46 1'53'02" S51 *42'58"E 4� 22
Clio 31 �36 1 '15�82 96M 18'42'59" N49'01'39"E 31,2)
C113 5.210 2.60 499�96 �34 4�" N 1 L10:0 5,20
C114 14�81 7� 41 256�00 3LJ&:52� 14-81
201 N FRONT ST
UUIN I
0 SUITE 103
'AD CORNER
0� 70,
Q), (o
WILMINGTON NC 28401
6,448 T 910.796.014S
45 CD t-D - 6,588
SQ. FT. 00 6cy IS-, \,�o 0 F 910.796.0146
JA MES A. LANIER, JR. > SQ� FT. �9
7 9, �K 7 6,
/0 www.stewart-eng.com
61
Q)
DEED BOOK 4369, PAGE 929 �6' MUNICIPAL CERTIFICATIONS
N\ EIP
6,447 7-, 6" 15,488 CERTIFICATE OF REGISTRATION BY, REGISTER OF DELD T E W A R T
SQ. FT. SQ. FT� 0
7 NEW HANOVER COUNTY
01 0 NORTH CAROLINA
c)i/ 7 PORTM NECK Rip
0.
(�2) �Xl 7 7
15 7,103 FILED FOR REGISTRATION ON THE16*
1b 0., --DAY OF Apr- t00_1
6,446 /D 0
lx 10,590 SQ� FT� AT1ii0*.'t3 A.M.\Z0) AND DULY RECORDED IN MAP
SQ. FT. /0, 11
SQ. FT� O� BOOK5 PAGE 1, - SITE
�Ok_lzy
7
A,
7"
<C1
6�' N,
REGISTER OF DEEDS
6,446
SQ. FT.
7 9,179
REVIEW OFFICER CERTIFICATION
Ob 7 N STATE OF NORTH CAROLINA
AD
N=201,498.772'
PORTER'S POINTE, LLC 9,539
LOCATIO T - SCALE
NEW HANOVER COUNTY IN MAP - NOT� U
E=2,365,928.518' 6 445 1�1 SQ. FT. 7, 4P
MAP BOOK 50, PAGE 36 6�� \ EIP
S F T. cl,
0 1, .5^,w V?ik, REVIEW OFFICER OF THE COUNTY OF NEW
7 ls� - LEGEND:
HANOVER, CERTIFY THAT THE MAP OR PLAT TO WHICH
ECM E] EXISTING CONCRETE MONUMENT
's,
ACTIVE RECREATION SPACE
THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY
0-
0 SET)
Q, CP
\)�\v C%1� REQUIREMENTS FOR RECORDING. 0 NEW CONCRETE MONUMENT
�13 0) 1 1
CP EIP 0 EXISTING IRON PIPE
6, 4 01 4" EIP
09)) \N 10,845 4 el ERB
S FT. C� 60 - 11,060 0 EXISTING REBAR
S82*01 I /</ 00 SQ. FT. 4k
47 21, 1b REVIEW OFFICEk * NEW REBAR (SET)
0�? - SQ. FT, ><
< IS" 1�1�
C) NEW PK NAIL (SET)
Q)
�K' 9,455 00
ri PASSIVE OPEN SPACE
SQ. FT� 0 CALCULATED POINT (NOT SET)
ISOLATED 20' PUBLIC /01 TER'S POINTE, LLC\
POR NOTES:
DRAINAGE co r- 0
WETLANDS M MAP BOOK 50, PAGE 36 )iE 139.90.. I-x,
S1 0*4,3'03"E EASEMENT 0 1� ALL BEARINGS ARE ORIENTED TO N.C, GRID NORTH, ALL
B3-1 Z
/404 WETLA
Z _x\ N NDS r)IC�TANI('P'CZ APP 1,-Ar)P170NITAl (P(_)HNIr1 PY(P7PT
14.08' 1�1, Q_`, (�n n 0 Z 11
PRIVATE ALLEY
CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPMENTS
CERTIFICATE OF REGISTRATION / DISCLOSURE FOR HOMEOWNER'S ASSOCIATION
I (we) acknoledge that netihrer the State not the County shall be responsillbe for the maintanance 011\ COVENANTS, CONDITIONS AND RESTRICTIONS BY REGISTER OF DEEDS
of any streets, parks, coinage, open space or other areas that are designated for private use. NORTH CAROLINA NEW HANOVER COUNTY
I (we) acknolegedge that prior to construction with a prospective buyer, I shall give the buyer a HOMEOWNER'S ASSOCIATION COVENANTS, CONDITIONS AND RESTRICTIONS FILED FOR
written statement which discloses the extence and loccaflion of private areas and specifies the REGISTRATION ON THE -DAY OF AT- (A.M./P,M.)
maintanace responsibilities for some. When applicable, the statement shall disclose that the 0 AND DULY RECORDED IN DEED BOOK AT PAGE
street(s) will not e constructed to minimum standards suffic eir
,��Rnt to
inclusion on the State hihgway system or maintanance.
EIP 7
REGISTER OF DEEDS
Date' Ownw� V 'A' 7,7
IS"
Date Owner CM CERTIFICATE OF PROPOSED ROAD CONSTRUCTION STANDARDS:
0-,
DEPARTMENT OF TRANSPORTATION
Q)
CERTIFICATE DISCLAIMING WATER/SEWER SUITABILITY AND DIVISION OF HIGHWAYS
WATER/SEWER AVAILABILITY: 0 116
7&
PROPOSED SUBDIVISION ROAD
0
NOTWITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS PLAT, CONSTRUCTION STANDARDS CERTIFI ROVEDC
LOTS SHOWN ON SAID PLAT MAY NOT RECEIVE HEALTH DEPARTMENT
APPROVAL FOR ON SITE SEWAGE DISPOSAL SYSTEMS I NOR FOR
INDIVIDUAL WATER SUPPLY SYSTEMS, NOR DOES SUCH APPROVAL DATE DISTRICT E�IGINEk5
60� _46
GUARANTEE THE AVAILABILITY OF WATER OR SEWER SERVICES 0
FROM NEW HANOVER COUNTY. 70 , I
S' 7 -t, 4>, -1
Q �? , (�, N �� 9\ \610-
(11109 7 7 11�) I \ C,
WITH THIS RECORDATION NEW HANOVER COUNTY ACCEPTS THE
DEDICATION FOR PUBLIC WATER AND/OR SEWER PURPOSES. N.C.G.S. MONUMENT "TEE" 0/
N=207,630.284' 6,317 CERTIFICKrE OF APPROVAL
/1D 0
0. Q)
B Y: E=2,370,386.473' SQ. FT. 7 0,, NEW HANOVER COUNTY PLANNNG DF
11�</ /b 01
lb 0-
COUNT4fENGINEER I DATE Is,
VE �C;TTkOlo R
ANNING 'DI
DATE PL
,0)
15
1� 6,450 (b Q)
SQ. FT.
,7 �, X, 70, 6"
(�D 7
00 / - "x Q),
00,
0
Q) /b 0
50
6,450 9,188
SQ. FT. SQ� FT.
7 8 ISV
'00
/'J� C�) A 1�) 01�
OAK RIDGE 90, %6�.
15 .1 _), x 70, -0
Q)
PROPERTIES /a
6,449 <-5 'U
DEED BOOK 4320, PAGE 776 SQ. FT. 1-b 6,604
7 SQ. FT.
6, 0,
EIP
ISOLATED
WETLANDS
CURVE TABLE
CURVE
LENGTH
TANGENT
RADIUS
DELTA
BEARING
DISTANCE
C1
200.00
100�00
27531.85
0'24'58"
S 4 8'2 231 " E
200.00
C2
132.11
66,06
30527�64
0"145 3 "
N48'2736"W
132,11
C3
255.08
142,45
230�00
63*32'36"
N18'34'03"W
242�21
C4
963,61
765�73
473.96
116'29'17"
N71'26'53"E
806�02
C5
473.22
INFINITE
150,96
179*36'22"
N 3 9 *53'21 " E
301,92
C6
21&69
11 6�34
259M
4822'39"
N23'58'43"W
212�25
C7
286.97
145�91
644.46
25'30'48"
N12'58'01"E
284,61
C8
31,42
20.00
20M
90,00,00"
S86'49'58"W
28,28
C9
15�74
7.87
256.00
3*31'20"
N 4 8'3 441 " W
15�74
C10
52,33
26,26
256M
11'42'43"
N 40'5 T4 0 " W
52�24
C11
49.52
24�84
256M
11'0500"
N29'33'48"W
49�44
C12
48.11
2 4.13
256,00
10'46'0 6 "
N 18'38'16 " W,
4&04
C13
51.35
25,76
256,00
11 *29'37"
N07'30'25"W
51,27
C14
52�05
26.12
256,00
11'39'00"
N04'03'53"E
51,96
C15
76�93
3&79
241 M
18'17'21
N 3 9'0 1'21 " W
76�60
C16
21.76
10.89
241 �00
5*10'21
NO2'2234"W
21 � 75
C17
58.28
29.16
626�46
5'19'5 0
NO2'52'32"E
5&26
C18
104.80
53.24
241.00
24'54'56"
N! 7*25'1 3'*W
103.98
C19-
49�86
24.95
626�46
4',33'38"
N07'49'16"E
49,85
C20
23.93
15�37
15.00
91'24'20"
N55'48'1 5"E
21,47
C21
52.02
26,04
499.96
5'57'43"
N16'46i50"E
52�00
C22
24.42
15�88
15.00
9 3'16'5 3 "
N31'51'08"W
21-81
C23
54.38
27.20
626�46
4'5823"
N1 7'1 6'30"E
5ZI-_36
C24
52�02
26,04
499.96
5'57'43"
N22'44'33"E
52.00
C25
65.19
32�62
626.46
5'5743"
N22'44'33"E
6516
C26
52�02
26.04
499.96
5'57'43"
N 2 8'42'16 " E
52,00
C27
65�19
32�72
306�36
12'11'32"
N31'49'1 1 "E
65.07
C28
52.02
26�04
499�96
5'57'43"
N34'3959"E
52M
C29
33.71
16.87
306.36
6'18'13"
N 41'04'03"E
33.69
C30
52.02
26.04
499�96
5'57'43"
N40*37'42"E
52.00
C31
69M
34�64
324�36
12'11'32"
N 31 '49'11 " E
68.89
C32
52�02
26.04
4-99.96
5'57'43"
N46*35'25"E
52�00
C33
35,69
17,86
324.36
6'18'13 "
N41'04'03"E
35�67
C34
52.02
26�04
499.96
5'5743"
N52'33'08"E
52.00
C35
44,87
31.33
25.00
102'49'24"
N86'2848"W
39.08
C36
39.85
60�66
15.00
152*13'22"
S53'3258"W
29.12
C37
11 5�56
59.38
204.00
3 2'2 7'21 "
N 34'0 6'41 " W
114,02
C38
132,45
67.18
321 � 46
23'36'28"
N1 0'4529"W
131.52
C39
50.05
25,08
321 �46
8'5 5'15 "
N05'30'23"E
50M
C40
85,37,
43,32
204.00
23'5839"
NO 5'5 S41 " W
84.75
C41
50.05
25.08
321,46
8'55'15"
N1 4'25'37"E
50.00
C42
25.32
12.67
204.00
7'06'36"
N09',3857"E
25.30
C43
44,43
2124
447�96
5'41,0011
N 16'02'45 " E
44� 42
50.05
321 � 4(
35'15"
N23'20'52
1 70, N" '? I
0� , 1b I V
N83 -3 04_±:�� AS NOTED.
S87'48'20"E 1,30,00l Ic MEN�
PASSIVE OPEN SPACE E ASE 2, AT THIS TIME, THERE DOES NOT APPEAR TO BE A NCGS
C�, 'V, MONUMENT WITHIN 2000 FEET OF THIS TRACT,
8,845
Elp
Q 7,858 1\
C, 1`1.1.11 PORTER'S POINTE, LLC 0) 8,054 n SQ. FT. 3 BUILDINGS ON THE PERIPHERY SHALL SETBACK NO LESS
SQ, FT� <�',
Is, 7 co THAN 20 FEET FROM THE ADJOINING PROPERTY LINE.
C_ SQ. FT.
7 0
1(1� I I - -,\\ M. B. 50, P. G. 36 IN NO CASE SHALL ANY PART OF A DETACHED SINGLE
I 1/1D FAMILY DWELLING BE LOCATED CLOSER THAN 10 FEET
C�D 8,967 S84'27'33)) FROM ANY OTHER DETACHED SINGLE-FAMILY DWELLING;
6,987 25,653 E 1,30.8,3,
C� SO. FT. co AND IN NO CASE SHALL ANY PART OF A MULTIPLE
/7 SQ. FT, 80'02'nn), n�A/P_IIINIr_' PP 1(-)rATpn r1r)C�P-P Ti-I-ANI 90 FP -FT Tr) ANIY
SQ. FT. 7 6 C__) �,� � C) 019,
WIDTH VARIES .7 7 *7,3, 125.6 4' 1 PART OF ANOTHER DWELLING UNIT,
th
PUBLIC 4, SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE
Q) 31 1,3Q 00, CY)
DRAINAGE IB4. 7,570
cl� 7,620 0 AS SHOWN IN FIRM PANEL # 3260 J, MAP #
EASEMENT Ll 3" Qj SQ. FT. 37
6,441 Q) C108 sB1-:5_2 SQ. FT. 3720326000J, EFFECTIVE DATE APRIL 03, 2006,
7 U E�'SEMEN�
SQ� FT. PUB C
7 20 Q) C114 S78-29',31,11,,, DRAINAGE 5. ALL PRIVATE ALLEYS ARE FOR INGRESS/EGRESS
O�> 3 4.3 5' 4 2o, P,, 1 BASIN KRYSTYNA U.
C) 6, 5,3' 6- LOT SETBACK&
V /�\ , ��BC30'1 3') 0 C113 LIC DRANGE EASEMENT
C; Q) cf )� '0 0 110 ORLIKOWSKI
7- AND pR/V It'' SIDE YARD 5 FEET
IV
9,412 EM
0) Aj _�01 - /0 1 .50, S78 ENT D,13� 2823, PG. 38
6,440 11 % V " SQ. FT. '2q,,3,j,,E Y REAR YARD 15 FEET (LOTS 45,46,47, AND 48)
1�1 \j Is, 7,577
N SQ. FT. �//C, 110.90, REAR YARD 2`0 FEET (ALL 01-HER LOTS)
I SQ. FT.
0 MINIMUM SIDE YARD SETBACK ADJACENT TO PRIVATE
01�1 0
V C, lb ALLEYS AND 40' UTILITY EASEMENT SHALL BE 0 FEET.
ty
, , e 6 To
70, 71 C;�2 7 7,836 7, 24,296 1 TAL ACRES
C74
6,440 \/�/ , / 1- 0 40 SQ. FT,
C�) A-
SQ. FT. 111114 1�0
7 iov\ 7,804 Al N OWNER: PORTER'S POINTE, LLC
I'D SQ� FT. 126
01 X\ C) C) .5'0,
,4D C) 0
Q)
3 0 9,932
6,440 �?O, 7-
SQ� FT.
SQ� FT. /0 1
CD CP 5�
v-n
9,296 SQ. FT�
0.
7
Q) I
(:3 61 SQ. FT. 9,553 6.' C)
�61 C� CA 7,848 7
6,348 1�1 6
C-) IQ,\ 0) 0 SQ. FT� SQ. FT. 01
0
SQ. FT. 7
7 7 o- 6'
9,539
SQ. FT. j",
1/1D 1 0
C9 co 9,547 6� VICTOR K
C_�, �0' C 7,557 337
/C N\ 7,606 SQ. FT. A�.
0 SQ. FT� Cl',3 SQ, FT. 7 SQ, FT. ORLIKOWSKI
C75 C M.B, 28, PG, 22
<�, C64 78 56
Q) WIDE PR/ I ,<\ 61 /�D
VA TE ALLEY N D.B. 1398, PG� 303
A\ 7,557 C58, 0\ �j Q
'5� Dy,�D C62 7,557 41
C60 Q)
SQ. FT. SQ, FT.
Q) 7�
7 18 C6 7,557 6,896
10 A- 11S\1 un - 0)
5, Q) SQ. FT, 7,55/ SQ. FT.
.0 1 7,557 __1 Z
CONTROL 11�0 7,557 U� 7,557 SQ, FT. 17'5�
SQ. FT. 0
18, 7
CORNER SQ, FT.
El - SQ- FT.
0
PRIVATE C;
'10 - ___1 CERTIFICATE OF OWNERSHIP, DEDICATION AND JURISDICTION\
ALLEY t; 11 6,44-4 C�
0) Fn <�
5 "A" 4_)�
SQ. FT. I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS OF THE
EIP 11r) �_o I PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY
ADOPT THIS PLAN OF SUBDIVISION WITH MY (OUR) OWN FREE CONSEN
00 >_ Cp Z S� T
5' AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, CONSERVATION
Cl\/ 0)
Ll 5 Z
�x SPACE AND OTHER AREAS TO PUBLIC OR PRIVATE USE AS NOTED,
:D cn 0 7 tK
57-, ALL ROADS AND DRAINAGE EASEMENTS ARE DEDICATED FOR PUBLIC
- < ---- I <�\ 6,475 'iD UTILITY PURPOSES. FURTHER, 1
c6s CD 1�9 _;WE) CERTIFY T A41D AS SHOWN
SQ. FT. HEREON IS LOCATED WITHIN SUBDI,� 10 Q)f TION OF NEW
HANOVER COUNTY, ;?ON f
C59 n44
C63 0 Q)
LINE TABLE
LINE BEARING DISTANCE
Ll S39'40'28"W 22 4. 9 9
L2
N39'41'32"E
1180
D
S48'10'02"E
26.02
L4
S48*1 0'02'E
26.02
L5
S39'41'32"W
25.95
L6
S50*20'21 "E
1&0!
L7
S 48'10'0 2 " E
7.87
L 8
N 5 O'l 82 8 " W
25.99
L9
S09'26'05"E
34.38
L10
S50'1 8'28"E
24�95
L12
N 50'1828" W
24.95
L13
S 4 7'3,3'2 7 " E
22�62
L14
S47'3642"E
26,11
L1 5
- 1 35
--S473642'E
L1 6
S39*40'09"W
13,73
L17
N 6 4-'47'12 " W
27.07
L18
S39'40'28"W
26,98
Ll 9
S39'41'32"W
24�77
OMITTED
L21
N 44'13'10" E
31 � 28
L22
N42'06'30"E
32�97
L23
N 44*13'10" E
31.28
L24
N42*06'30"E
34�00
L25
S64'16'35"E
1&00
OMITTED
L27
S48*37'51 "E
12,44
L28
S05'1 925"E
36�715
L29
N39'41'32"E
9,32
L30
N39'41'32"E
20,00
L31
N 50'1828" W
13,67
2609 MIMOSA PLACE
WILMINGTON, NC 28403
ECM
PLAT OF SURVEY FOR:
PORTER ) S POINTE
A PERFORMANCE DEVELOPMENT
PAGE 1 OF 2
WILMINGTON TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
DEED REFERENCES�
D�13� 5007, P, 2903
D.B, 5007, P� 2908
D,B, 5063, P, 1637
MAP BOOK 50, PAGE 36
P6005-PAGE I OF 2
50 0 25 50 100
1"=5C
GRAPHIC SCALE
Z
NORTH CAROLINA
--- NEW_HANOVER,_____,__ COUNTY
1, C, ANDREW HEATH, JR, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DESCRIPTION RECORDED IN
4\
EAL
-----
ERROR OF CLOSURE AS CALCULATED BY COMPUTER IS l/
Z
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES,
PLOTTED FROM INFORMATION REFERENCED, THAT THIS PLAT WAS
C61 AL. T PREPARED IN ACCORDANCE WITH G,& 47-30 AS AMENDED, WITNESS
Co f _V
�70 MY
ORIGINAL SIGNATURE, REGisTRATION/NUMBER AND SEAL THIS
D A't AN ER
Dq OF A 20_Q_7______
POINTE, 6,709
1b LOT 10
SQ, FT.
1, C, ANDREW HEATH, JR., P.L,S, NO� L-3281, CERTI Y tAk
M, B. 50, P. G� 36 013-
09 A- 122 1 Q IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN C, ANDREW HEATH, JR, P,L�S,
REGISTRATION NUMBER L-3281
9 DATE X vbf
OWNER THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE
C102 C96 SEAL OR STAMP
THAT REG�
C100 C98 C35 4-ATES PARCELVOF LAN
2007� All documents and calculations including computer files, drawings,and specification prepared by
0, Stewart Engineering, Inc. are instruments of professional service intended for one-time use. They are subject to
copyright and other property right laws and shall remain the property ofStevvart Engineering, Inc, They are not,
404 WETLANDS to be copied, modified, or changed in any mariner whatstiever nor assigned to a third party without prior written
jC�
permission of Stewart Engineering, Inc.
� i
M4951f) %�Oov% 5x Flcv��c x S 5
CURVE TABLE
CURVE
LENGTH
TANGENT
RADIUS,-----
DELTA
BEARING
DISTANCE
C4
963.61
765.73
473.96
116*29'17"
N71 *26'53"E
806.02
C56
50.05
25.08
321.46
8*55'15"
N 71'31'01 "E
50.00
C57
69,75
34.94
447.96
8*55'15"
N 71'31'01 "E
69.68
C58
50.05
25.08
321.46
8'5 5'15 "
N80'26'1 CE
50.00
C59
69.75
34.94
447.96
8'5 515 "
N80*26'1 CE
69.68
C60
50.05
25.08
321.46
8*55'15"
N89'2131 "E
50.00
C61
69.75
34.94
447.96
8*55'15"
N 8 9 *21'31 "E
69.68
C62
50.05
25.08
321.46
8'5 5'15 "
S81 *43'1 5"E
50.00
C63
69,75
34,94
447.95
8*55'15"
S81 *43'1 5"E
69.68
C64
50.05
25.08
321.46
8*55'15"
S72*48'00"E
50.00
C65
69,75
34.94
447.96
8*5515"
S72*48'00"E
69,68
C66
50.05
25.08
321.46
8*55'15"
S63'52'45"E
50.00
C67
69,75
34,94
447.96
8*55'15"
S63*5245"E
69,68
C68
50.07
25.09
321.46
8*55'29"
S54*5723"E
50.02
C69
70.19
35.17
447.96
8*58'38"
S5 4*55'49"E
70,12
C70
51,73
26,06
173.46
17*05'12"
S59*1 1'47"E
51.54
C71
91.28
45,99
303,46
17'14'0 4 "
S 5 9 *0 7'21 "E
90.94
C72
53.37
26.90
173.46
17'3 7'4 8 "
S76*33'1 7"E
53,16
C73
93.38
47.06
303.46
17*37'48"
S76*33'1 7"E
93.01
C74
53.42
26.92
173,46
17*38'44"
N85*48'27"E
53.21
C75
93.46
47.10
303.46
17*38'44"
N85*48'27"E
93.09
C93
114.89
57.70
499.96
13'10'0 1 "
N64'1 0'47"E
114.64
C94
51.67
25.86
499.96
5*55'18"
N76'00'59"E
51.65
C95
65.20
32.63
625.96
5*58'04"
N75*59'36"E
65,17
C96
51.67
25.86
499.96
5*55'18"
N81'56'1 7"E
51.65
C97
64.69
32.38
625.96
5*55'18"
N81'56'1 7"E
64.67
C98
51.67
25.86
499.96
5*55'18"
N87*5135"E
51.65
C99
64.69
32.38
625.96
5*55'18"
N87*51'35"E
64.67
Cloo
51.68
25.86
499,96
5'5 5'19 "
S86*1 SOCE
51.65
ci 01
42.21
21.11
625,96
3'51'48"
S 8 7'14'51 "E
42.20
C102
40.07
20�04
499.96
4*35'30"
S80*57'41 "E
40.06
C1 013
246.32
125.71
499.96
2 8'13'43 "
S64'33'04"E
243,84
C104
39.28
25.01
25.00
90'01'03"
S05*20'03"E
35.36
C105
18.00
9.00
499.96
0 2'0 3'4 8 "
N56*33'53"E
18.00
C106
20.00
10.00
499,96
0 2'17'3 3 "
N 71 *5 4'3 4" E
20.00
Clio
31.36
15.82
96.00
18'4 25 9 "
N49'01'39"E
31.22
Ciii
36.84
18.58
114.00
18*31'03"
S49*07'37"W
36.68
C112
47.47
30.64
29,52
9 2'0 7'4 8 " I
S06*3656"E
42.52
JAMES T. BALKUM
DEED BOOK 2065, PAGE 245
EIP
CIV
0)
,C)
"VI
EIP
EIP
El PY
Ji
JAMES
A. PARKER
DEED BOOK
3686, PACE 561
ROBERT L. YUNASKA
DEED BOOK 1123, PAGE 1843
ISOLATED
WETLANDS
OAK RIDGE PROPERTIES
DEED BOOK 4056, PAGE 885
M0100
IM-R,
EIP N.C.G.S. MONUMENT "TEE" o6,447
N=207,6,30.2(134' SQ, FT, Q),
E=2,370,386.473'
JAMES A. LANIER, JR.
DEED BOOK 4369, PAGE 929 6,446 O.ISOLATED SQ. FT. C'
WETLANDS Al 7 0)
v Al
rV
6,446
SQ. FT.
N=201,498.772 "b
cv Q)
�b E2,365,928.518'
6,445
SQ, FT.
11>
6)
Q),
6,444
0EIP P 1I g�0�
SO. FT.
47 -21'
1/b 1 0. 19,
Q),
7 70,
ISOLATED
WE7 41 20' PUBLIC
S 10*4,3'03" E
lb
14,0 8' 70- C�/ DRAINAGE
EASEMENT
ACTIVE RECREATION SPACE
PASSIVE OPEN SPACE
PORTERS POINTE, LLC 6" Q, FT, /b PORTER'S POINTE, L1,C
6), M. B. 50, P. G. 36
Z/ 0 MAP BOOK 50, PAGE 36 0 C, 6- AD 1�
C-D
177.292 25,653
6,987
SQ.FT. SQ, FT. SQ,FT.
PRIVATE ALLEY C-D
(4.07 ACRES) 17
WIDTH VARIES
S39'51'53"W
12.96' -,
nuo
C-9
Is, PUBLIC
0.
DRAINAGE 1_4,31
6441 EASEMENT 108 SBJ-32�13"'11
, -PS
SQ, FT. pue
2(y LIc A,�- Q)
6) 0> S81-301
6,440
SQ, FT.
7
c
0
0. 71 1/b
7
61 C1'2
6,440 C74
SQ, FT.
Apo
7
/D �o
0� 0-
�/
6,440
SQ, FT.
7
0. 61 9,296 14
SQ. FT. �o 9 9,553
('V CA
6,348 (V m 0 SQ. FT,
SQ � FT, AX . 0
0
9,539
SQ, FT.
0
0 0, 9,547
Q), C�
01 7,606 SQ. FT. CID
SQ. FT.
0.- Q) C6,1 18' WIDE C75
7,557 PR/VATE ALLEY C5B %\
1b, C62
Cv C60
SQ. FT.
r,4 n
CONTROL
EIP CORNER
18' / 0 6
9
PRIVATE
ALLEY 7
EIP EIP
Ll 5
ZD
0.
',)U83'
201 N FRONT ST
SUITE 103
WILMINGTON, INC 28401
T 910.796.0145
IF 910.796.0146
www.stewart-eng.com
STEWART-
PORTERS NE RD
SITE
I I -v-j �u -vj 111 -Vi. r-.z-i1-U-12411v1 U61 C/'
& - -�Zl/ - - - -'
070 C (:P/, c� DWELLING BE LOCATED CLOSER THAN 20 FEET TO ANY
PART OF ANOTHER DWELLING UNIT.
MAP BOOK 44, PAGE 147
DEED BOOK 4621, PAGE 568 7 6,709 SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE
4, ZONESQ, FT. AS SHOWN IN FIRM PANEL # 3260 J, MAP #
TRACT B 3720326000J, EFFECTIVE DATE APRIL 03, 2006,
LINE TABLE
LINE
BEARING
DISTANCE
-1
S39*40'28"W
20,41
L2
N39*41'32"E
13.80
1-3
S48'1 0'02"E
26.02
L4
S48*1 0'02"E
26.02
L5
S39*41'32"W
25.95
L6
S 5 0'2 0'21 "E
18.01
L 7
S48'1 0'02"E
7.87
L8
N50*1 8'28"W
25.99
L9
S 0 9'216'0 5 " E
34.38
-10
S50*1 8'28"E
24.95
L12
N 50'18'28" W
24.95
L13
S47*3327"E
22.62
L14
S47*36'42"E
26.11
115
S47'36'42"E
1.35
L16
S39'40'09"W
13,73
L17
N64*47'1 2"W
27.07
Ll 8
S39*40'28"W
26.98
-19
S39'41'32"W
24,77
OMITTED
L21
N 44'13'10" E
31.28
L22
N42*06'30"E
32.97
L23
N 44'13'10" E
31,28
L24
N42*06'30"E
34,00
L25
S64'1 6'35"E
18.00
L26
S1 2*02'1 6"W
20.00
L27
S48*37'51 "E
12,44
L28
S05*1 9'25"E
36.76
L31
N 50*18'28" W
13,67
u luau uhiiuu i alai ii iiu� i ih
2007020982
FOR REGISTRATION REGISTER OF DEEDS
REBECCA P SMITH
NEW HANOVER COUNTY, NC
2007 APR 26 10:23:32 AM
BK.51 P035-137 FEE442,00
MAP INDEX INSI ANT � NONE
0-,AN I O�
Name of Map
Owner's Name
Type of Map: ✓ Subdivision
Condo
Highway
Book Page(s) / 6 L 1 %�N-Y
Number of Pages a
Recorded By: n--.n i44 Pi r.S�
Deputy/ Assistant
/_stNTV:
,C
0
k" pp
REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NO 28401
Filed For Registration: 04126/2007 10:23.32 AM
Book: PLAT 51 Page: 135-137
Document No.: 2007020982
PLAT 3 PGS $42.00
Recorder: PHELPS, MICAH
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2007020982*
2007020982