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0 SEQUENCE
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I.
CONSTRUCT
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DOWNSTREAM OF POND
OUTLET.
2.
CONSTRUCT
OUTLET STRUCTURE,
INCLUDING SCREENS.
3.
CONSTRUCT
A SMALL SEDIMENT
BASIN IN FRONT OF
OUTLET STRUCTURE. PLACE 478M
WASHED STONE
BETWEEN THE SEDIMENT BASIN
AND THE OUTLET
STRUCTURE
HIGH ENOUGH TO COVER THE 4" DIAMETER
ORIFICE.
4.
CONSTRUCT
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DEM
93
NOTES: Stoarwater Gerdf"Chdon No. 1i30-71Q
1. THE PROPOSED PO€IDS ARE TO PROVIDE STORNWAM STORAGE
TREATMENT FOR PORTIONS OF CROSSWINDS AND CROSSWINDS, SE>IITH
SUBDIVISIONS WI"'HIN THE DRAINAGE BASIN_ THESE SUBDIVISIONS,
EXISTING AND F'U-URE, ARE BEING DEVELOPED UNDER, THE
DENSITY OPTION ( < 30% IMPERVIOUS) OF THE, STATE STOFMA'E
REGULATIONS
2. THE PONDS PROVI'T CAPACITY FOR RUNOFF F" ALL EXISTING AND
FUTURE STREET R.O.W.'S WITHIN THE TWO DEVELOPMENTS, EVE14
THOUGH PORTIONS OF THE EXISTING DEVELOPMENT ARE NOT REQUIRED
TO MEET THE REGI)LATioNs. PROVISION OF THE PdNDS WILL ALLOW
CONSTRUCTION OF STORMWATER Ct?3:."OTION SYSTb% FOR CURBED
STREETS, EXIST'NG AND PROPOSED, PROVIDE A DISCHARGE FoR THE
COLLECTION SYS`°EMS, AND ELIMINATE THE REQUIREMENT FOR
I GRASSED SWALES AT STREET STORMWATER OUTLETS.
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AU G 1993

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Z�SSEQUENCE OF CONSTRUCTION
1. CONSTRUCT GRAVEL CHECK DAM DOWNSTREAM OF POND
OUTLET.
2. CONSTRUCT OUTLET STRUCTURE, INCLUDING SCREENS.
3. CONSTRUCT A SMALL SEDIMENT BASIN IN FRONT OF
OUTLET STRUCTURE. PLACE 478M WASHED STONE
BETWEEN THE SEDIMENT BASIN AND THE OUTLET
STRUCTURE HIGH ENOUGH TO COVER THE 4" DIAMETER
ORIFICE.
4. CONSTRUCT t20N05.
PLAN — CROSSWINDS DETENTION POND
S C ALE : 1 " = 4 0'
40 0 40 80
CONNECT EX15T �i-
DITGiI To PrONO I
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LOCATION MAP
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_ ?7
NOTES I
1 . THE PROPOSED PONDS ARE TO PROVIDE STORMATER STORAGE �
TREATMENT FOR PORTIONS OF CROSSWINDS AND CRoSSWiNDS SOU`i'H
SUBDIVISIONS W:THIN THE DRAINAGE BASIN. THESE SUBDIVISIONS,
EXISTING AND FU TURE, ARE BEING DE`VELOFED UNDER THE LOW
DENSITY OPTIO[I ( <30% IMPERVIOUS) OF THE STATE STORMWATER
REGULATIONS.
2. THE PONDS PROV.DE CAPACITY FOR 1 NO`F FROM ALL X ISTING AND
FUTURE STREET R.O.W.'S WITHIN THE TWO DEVELOPMENTS, EVEN
THOUGH PORTION:, OF THE EXISTING DEVELOPMENT NOT REQUIRED
THE MEET THE REGULATIONS. PROVISION Of T=DS WILL ALLOW
CONSTRUCTION OF STORMWATER COI< I,4CTION SYSTEMS FOR CURBED
STREETS, EXIS'!'ING AND PROPOSED, PROVIDE A DISCHARGE FOP TIRY
COLLECTION SY:'-ITEMS, AND ELIMINATE THE REQUIREMENT FOR'
GRASSED SWALES AT STREET STORMWATER OUTLETS.
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Date: 7-1 4 — 9 3
Scale: A s Sh o wn
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Checked by '1 s la,�Cl
Sheet C1
AUG ? 1995
Proj"t No.: 93031

EX. DETENTIC
EX. CI No. 1 EX. CI No. 14 EX. FES W/RIP-RAP
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INV 18.35 A..
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Wilmington, North Carolina 284017
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EX. DETENTION POND
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REVISIONS ����� ENGINEE
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Date Description By ' P.C.
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Wilmington, North Carolina 28401
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PARTIAL ASBUILT
CROSSWINDS
AND
MA SONG OR O
VILLAGE
MASONBORO TOWNSHIP
NEW HANOVER COUNTY
NORTH CAROLINA
DATE: OCTOBER 2000
NOTES \ LOT 232`\`71
1. AREA COMPUTED BY COORDINATE METHOD
2. ALL DISTANCES ARE HORIZONTAL ( LOT 231 \ /
J. rOR REFERENCE SEE AS NOTED
4. SURVEYED MAY 2" - SEPTEMBER 2000 � \ \ t:4 pr S�
T
Is, LOCATION MAP
a rn.
IFFJ• ,� ( NOT TO SCALE )
's• , \\4 J 4JRb \ 10rR Nr i
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14.0
UIXHi7cxmr 223
. r
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i 221 r `
S� r
\ / LO 233 a �� x1aT N \ / r`
5. ALL ELEVATIONS ARE M.�_ BASED ON BENCH MARK AS SHOWN �OQQ
` _ � ` •-�;•� -�% -` r
LEGEND .
E.I.P. - EXISTING IRON PIPE \ / `______ 1..2 x no 1 I I `�+ham r/ 220 f'
E. - EXISTING IRpV \ 1 J ------ n`` ` ' —e�T ,` 219 '
E.C.M. = EXISTING CONCRETE MONUMENT sa6 x \ \ LOT 230 I -- —_-- I+ 14 / r'
\ r
R\W - RIGHT OF WAY \ \ \ 1 / I \ '''1_ ' / 218 r
C.P. - COMPUTED POINT \ \ \ / LOT 234 1 - + 1
FL = FLOW LINE \ \ 1 �
WV. INVERT"\ I . + \ 306 217 ,1
TB = TOP OF BANK S r
CL - CENTER LINE u.�,\ `\SAi�/ LOT 229 \ �. ,1 /��i / `'I I / %r;'r' r`'
305
EVP = EDGE OF PAVEMENT \ T -!�O \ \ 1 r 1 1 , • 1 j / 2115 1
26.4 SHOTS TAKEN BY HANOVER DESIGN IN // / s Y
r997 PRIOR To CONSTRUCTION. \�/ LOT 235 „' ��1L �,.,.6 ` ` ` \�. \.\ I 1 308 1 i / r 7�� / 215
X 22.9 = SHOTS TAKEN MAY 2000 / C- \ I 1 �„4.nux c4gEcs a P I /111 ! `� - I
. f4.T = SNOTS TAKEN OCTOBER 2000 �P ./ . how.... o* .—Is
r �� , �r / j/%/ r 1� `` \ `. '-� / / 309 2.14
+e, POND BOTTOM ELEVATIONS \
304 `�'\_�� / E YS ir�il , 310
LOT 236 % •/ / ! pr ♦ • \% I
LOT 216a �\� i /-1 n\� \ ` j Rr L _ / i ; l 311
' ��°j, /'/ 303 ♦ �" ----`_ f7�.: / ! 312
—.r,�.� \,\ CROSSWINDS \\ //;,�>'� `YOB \` �\ �(" ;ri','i°���' \\ \ / /� '� 1 / / 313 i
SECTION 4 \ 'r, <<<' r: % % ly L
1 \ \ LOT 217 302 \� \\� *�:\ XA \ / / / A/r� l 314
I301 342 j 343
LOT' 218Or,
Is
�
IF1
l` c1x'a• ' 1 , - i'i ;yy . �• ��.�-• J 1 rlr�a , \ ` �:.b 1.. .\ /• / / i 344
341 \ l / j 345
346
�i \ a� 339
/ AREA
r6T 360
\ l�3
337 \ \ 338 \ \ ,� \'Y 359
358 / �r f 1 mcaltlji \
30?o°�Wr4.T ��4`�e4 \'\ `/ -` `\ / j/ / 357 11 `` µ"V,N3"
/ 404 WETLANDS" - 29 I %` rT ' 'r \ ! ,�' ` \ ` If 356 / J ,.:�.n a ` - r\ d
/l / 11 n1�l.�.
28 / l %' _ - ' / p / \C/1►� 355
DRAINAGE
AREA
27 i 26 I 1, i - �' — '` / �S
I , e•t11Ar�� _ _ '336 �GVd
/ 12'P1ff 8 p efJ``` HCONNIX / / / 25 �..�```` 3.34 / L
q IF
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24 tam I 1 / l 1 °y'nee7 / 1 / \.
Iu• rrmeE - 333 ( `' .� 60' 30' 0 60'
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' _ • . I — 22 '.. T- �— i gPOssi i -!' ' ` BD
• 14 �.E . r: PNg \ \ 1 / 1 1 332 / scus m raer
f2'ANE
-
i�cs / 331.
32 33 / ' \G ,o�� / 21 / / / ,�`_ T - / ` �X' ,'` '�' �O? �'E' % 330 r / / c.Pr;gni e. Hmi..., o..Ivn s.r.I..,, P.A. An flphh ro..rwd. R.P.odHcIhn ..um
/ , / , r r o! N. cm lenh f Iht. dc—m.nf..r -WHA.. d.letr.n. to thb, dooum.nt m
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S0 � ` 'I'—+`` QYr -b m Irmo Ih. od TW of Ihls d.eument mmk.d mrU mi 06ghlor .rgnot-e and
'- z+'rxK Is•t1AK / / ll / pUBI't FIU' ' QO l l 19 %/ l / ti l ``!-`�_4'�- `^ , / /�i 329 / ..Ig;,s .:w m th..or y., sh.6 be can We—f h e..olM bed Hu..row.
34 �qS`
R�S�' ' — • °" -'�'` j IF 35 it 36 /l i �NBpQ i; i 17 i i Tl�,. �_ / HANOVER DESIGN SERVICES, P.A.
r y - l l / 37 1 I -'� _ �/� rr 16 IF
' ILT "'. ., '`_-- LAND SUP,V£YORS ENQN£ERS LAND PLANNERS
222
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POND
SEQUENCE OF CONSTRUCTrON
1. CONSTRUCT GRAVEL CHECK DAN DOWNSTREAM OF POND
OUTLET.
2. CONSTRUCT OUTLET STRUCTURE, INCLUDING SCREENS.
3. CONSTRUCT A SMALL SEDIMENT BASIN IN IFW,)NT OF
OUTLET STRUCTURE, PLACE 978M WASHED STONE
BETWEEN THE SEDIMENT BASIN AND THE OUTLET
STRUCTURE HIGH ENOUGH TO COVER THE 4" DIAMETER
ORIFICE.
4. CONSTRUCT MWv5.
PLAN
- CROSSWINDS DETENTION POND
SCALE: 1"=40'
40 0 40 so
Z�
M AP
:.44
A4
q.
w.
Ire
0
7
Ak-
Mom
Ubhz ,hrPr4ea.
w��
_'�
. '�' .'
�'Q
_q
V*ffL,aq!rx OAK 7
r r
z
12
L4
ojo
. co, .
.1h
wksi; oov
5WTioW
gl'
AUR
1E
e
AUG 2 6 YW3
wlo�w'
I 1�7 D E AA
#, clSo710
1. THE PRopbm poom ARE To PitouDE sIrMWATIM vpaiw RE 4.
TUATMENT FOR 'PMION9 01, CROSSWINDS AND'CRO30 WN'SbM-
"42,
SVIMIVISIQNS 017EX14 TILE DRAIPA(S MIN. THW
AND YU-CRIS, ARA $EXIM -11MLOPED AJHDJR
7-14-93
As AoW12
DMJTY OPTION'<30d 'H[PiRVIOW-) Or WE 620%,'31
REGULATIONS.
2. THE PONDS rnbvipt pApACITY FOR MW FEM
FUTURE STREET R.O.W. 'S WITHIN THE TUC, tamW�RkEvu'l
THOUGH PORTIONS OF TFX X=TXNG DIV
asd
as.
TO BEET THE REGULATIONS. PROVL34
C014STMOT f . . .. . ALL
TON GF-S?0iW"ER. COLLt;L;-j'JDN -Ob ' !
STREET EXIiSTXNG.*Nb.PRUP(4iD, PROVIDE, V I Fm I'm
COLLECSiON Aft ELIMINATE THJE,:.
I GRASSED SWALKS AT STREET
AUG.2, ' In

NOTES
1. ALL BOUNDARY LINES ARE REPRESENTED UTILIZING THE NEW HANOVER COUNTY GIS DIGITAL FILE
2. ALL ELEVATIONS ARE ASSUMED AND ORIGINATE ON TOP OF THE MONUMENT CASTING AT THE
CENTERLINE OF HIDDEN VALLEY ROAD AND THE R/W OF MASONBORO LOOP ROAD.
3. ELEVATIONS SHOWN ARE REPRESENTATIVE OF THE CENTERLINE OF PAVEMENT AND ROADSIDE
DITCHES DR SWALES ONLY UNLESS 07HERVASE NOTED.
A. LOCATION OF DITCH OR SWALE SPOT ELEVATIONS RELATIVE TO ROAD CENTERLINE MAY BE
EXAGGERATED FOR LEGIBILITY PURPOSES.
S. CONTOURS NOT REWIRED.
ND DITCH
I MeI
NO PIPE citassmas
AT INTER CTON j 6
�J
LOCAT/ON MAP
J j IWEOGEF/ELD
BUBO/ V1510N
V
r--- —�--- — T / I 4MASONDOR0 VILLAGE
I i — ! I SUBDfV/SION o .J
Ib DITCH DITCH
NO DITCH
I I � j � e1�— a4a ke ko 4, ka � � - • - 'tz . - ... _ a I °ja � 4a �e[A _.. hi ��} t� O
PPROX/ A'TE CEN. RL/N£ j / j DDEN VALL I APPROXIMATE C£NMRL/NE !
DO R/OG£R rVE j � RH75EMAN LANE
v13oI IrsroN } II [
I j li '`w _ mow., .��y'' - �..�''_ _ ��'6- -- �'� _ ,nm` .ca• _,aoF/' _ —'i°�, ,mil) F---_
xitm iil y I I i °Ta ab I d.' a qT s 4. ' 4. - ; ekeI'-4' DITCH
/•;!!DDEN- Vc►LY
";
'4 I `r I` I r —_-\ —'-+�_ r�•°.e`-� I,—..__..i,_•'_'._....�__.c?'_..L._._...c•'' •iaA _[_ __. �A?�'.SX 1 — ata' •,,;ip'P' I
vo .c'�T'.? _j`�.r>lea �_ '_!_ _"Ti '�. i>a_ --- ,cb.•'> ''I "--',�c:e0`A`' '-7' sonii
1
I
-
1
c
N VA LEY
AP) ROXIMA TE ICENTERLIN� AE CEELIEBEAOONjDR APPROXIN HIDDEN VALLEY
HIDDEw"
VALLEY ROAD
NO DITCH HI H POINT (NO ELEV.)
T_...,— I -.--#TIE I . H .. _..._..
NO �TCH I '�'"—•— �-- ; + — j � I APPROXTMATE CE'�TERLlNEj id �. �,: No DITCH DITCH DITCH I
C!IALIC£ LANE X J I✓ . .TCM ENDS
r —� BerSION NO DITCH I NO DITCH BD0V/ OIVF it f
1
f I MAY 91 2M
IUW
T`80,I r 5iu 8 Y93,<1 UMUfJ -
' _ —----_._ TOPOGRAPfy/C SURVEY
'�"4'� s ----�---- •• �1 A POP<TION Or THE UPSTREAM DRAINAGE. i3AS1N
T ( l FOR. CROSSWINDS RETEAITION POND
j e MASONRORO TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
SCALE: 1'= 70U' MAY 4, 2001
[ I.FOR
�-•' 1 B 4 D DEVELOPMENT COMP - M
P.O. Bar 777 j
r j CAROUNA BPACH: NC 26426 i-r�•'
ARNOW W. CAR50A; PLS PC I
[ L I. ;.-----_.ry ...ozasiLCAeri;•xAeos�xerr ' B
/-- _ - - PMOWL`.' f9/0I 772.928
773
'' PAX. J9101772-91
m' W a s. foe ,ev

PARTIAL ASBUILT 19?
OF T GRq't' /
S INDS
� .`'/ / 15-'3• ENV
20.3' o cup
CROW14ND
Cup N. 14 Git
79.61
4114 \SONB ORO VIL L G1- culo 7,61, 'y G xe, 4 '-�r 0 21.7'
18.4' o
MASONBORO TOWNSHIP 15.3 ° °01 �.78
NEW HANOVER COUNTY
NORTH CAROLINA
DA TE: OCTOBER 2000
l A 06-0 13Y o..T1EK .�/zo/ol
h
Y
O1C1r1 - I►.i"' 1 •8
2.
2C\L OITCH-,�0 15.9 C\L DITCH�14.8INV.15.22
LOCH RON MAP
(NOT TO SCALE)
p�l(1fR pR it
rftEENV1l1r l ool'
n a,As
m �Qa,0
U �o
LLJ
z
SITE
HIDDEN VALLEY
NOTES \ L 0 T 232 �` = _\- \\ oa 1 T STRUCTURE 223 ;
1. AREA COMPUTED BY COORDINATE METHOD \ / INV. 13.52
222
2. ALL DISTANCES ARE HORIZONT. L LOT 231 /
3. FOR REFERENCE SEE AS NOTED \ / \x. 18 9 / ' 221 / 1414vcl
C\L DITCH �6 �� / /
4. SURVEYED MAY 2000 - SEP TEMBER 2000 \ . / _ 15 \ ` 110040
LOT 23. \, ,. '67
5. ALL ELEVATIONS ARE M.S.'_. BASED ON BENCH MARK AS SHOWN \ . \
X 9 / /
�-
1
LEGEND l \ \ _ ;!\x 16.0 `�4q- %
----- _ 19.2
E.I.P. = EXISTING IRON PIPE _ _ gMFNT
, 219 ;
_ - INV. 17 7
E.I. = EXISTING IRON \
E.C.M. = EXISTING CONCRETE MONUMENT 23.6 X\ l
\ � � ,,.1 � 218 �
R\W = RIGHT OF WAY \
I L O l 234
C.P. = COMPUTED POINT \ . \ \ l / I l
FL = FLOW LINE
� V � �306 � '\, �T,,� 217
INV. INVERTS �r•V. I 305
TB = TOP OF BANK s\ ' /`'216
CL = CENTER LINE .�� . \ L 0 T 229 �`
EP = EDGE OF PAVEMENT \ / v E G w TEj
26.4 = SHOTS TAKEN BY HANOVER DESIGN IN i' CT BE o00
* 1997 PRIOR TO CONSTRUCTION Qi� \ /J LOT 235 18.3 / ts. \ 1.160 ��\ \ ` I 30,`% / , /
- H TS TAKEN MAY ?_000 / �\ Gp,.i\``X 22.9 - S 0 `
w 20.7 pbv ray cc.s �' l; i ` 309 l l l ` L' l 1
0 14.7' = SHOTS TAKEN OCTOBER 2000 ottw�a� �- -1s
Ar
+ = POND BOTTOM ELEVATIONS / vJ . -
7/ 3 0 / \
`_ , 1 .7 304 /
LOT 236 �y ;;���% A C/,QT i / l
311
20.7
LOT 216
303
/ \.
CROSSWINDS��oo
\ SEC TION 4 x ''� ` '' %i` i 302
1 \ LOT 217 \ \` \\ i %t�,q 314
0
3
+11.of \` X/ y3'/ \
3�• \ / �� \ o j / / 342 343
19. �/ 301 / \ /
11.0
ONO
\ / /
/41 ? \ %� / \ . 341 \ l / 345
zp \23 346 \ \
�,339
DRAINAGE 18.7
l AREA 359
338
_A 358V F
357
c;nr
30 \ ,�f fq5 cE fgSf�f 356
/ 404 WETLANDS \ 29 7 Nr� \335
l DRAINAGE I \ \ \ . \ \ \ \ 28 f-I-/S nNG 40
l AREA I \� O \�
27
336� l �
I 6"GUM ��� 26
I e�4�oA�oF % l l l l / l / 334
I ®® 3 OAK \/ CONTROL 25 �O'0,
I 12" PINE 4" PINE MONUMENT / q/NqC ` l 333
\ .
J I � 6"PINE � � T.B.M.ELEV.=23.38 / l l � � l �. F' F-
i
�! qSf f l �
114"Pll�[Ekp14"PINE � l l l 23 / ~'` �_,T' �M"T �`��,l l
14" PINE I " ®ff''"" ® 12" PINE \ l 332 l `
10"PINE ® 110 OAK I l 22
® I ® 14" 1 40 12" PINE
12 ®INE 110' PINE'
12" PINE I 6" OAK / 6 / n / 1 / �p S / /
` j 1 d "SPINE ® i f �P .aGc / �` D� V %, l 2 1 l l ~ l \ �l� c 202 F'�T / 330 l /l
61" OAK
7
24" PINE 18.OAK
iQ 18" OAK
r
`t I
�IF / l 32918
17
/
l
15 l0 7? of
14
13l l l to r��,
\ ) 2 `'7
Fi 13�:10
or �� "S � .
11
ono `` ./. �I'` �• t'
' I 1
60' 30' 0 60'
SCALE IN FEET
1. = 60 FT.
Copyright 9, Hanover Design Services, P.A., All rights reserved. Reproduction or use
of the contents of this document, or additions or deletions to this document, in
whole or part, without written consent of the land surveyor, is prohibited.
Only copies from the original of this document, marked with on original signature and
original seal of the surveyor shall be considered to be valid and true copies.
HA N 0 VER 0 ES1 CN SERVICES, P.A.
LAND SURI!I-"YORS ENGINF_F_RS LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28401 -�
PHONE: [phone] \
FA `1. (.910) .34,3- 9941
EMAIL !-IdsOisocc.net
4193PDAB. dwgMJL -

01
IJu
IA
PARTIAL ASBUILT Or r
CRAIF / `w,'
,_�SWINDS 14NDCR 02a3' o CMA
\ 48.
`S 1 CMR
15" MVIV, o ?0 3' 1 9 5 TOP
C4/P 1 P ?Q.i r,Tglf w
V1 L L /A G[---
�Z I(.�(� 1s.� M14SONBORO_ �7 �t P � Z 1� L � `f �5 • CUPV
,r q 7°FP \ 0 21. 7' a0
�Z c I a x-4) CMAV
8 V -3 18.4 o /�
13 > (1SZ3 T)JC 9� 2 >t 15.3' o °0 17.8' 6O,p(/���' Y U
MASONBORO TOWNSHIP
NEW HANOVER COUNTY l�z (3"l" 21) !`� ��5 >< 25 • �, GAS v5�5 �/c RIB /Q��LLJ
NORTH CAROLINA
0.7 tiz � ¢ � �l�) �
jz
DATE: OCTOBER 2000 '
C > `_ x ��' U 7 °IZ(25>`7v) �r-' ,�� � l AnflC-o try o.'1E7-
z
r > C0"® rc '70 7 112(35,' ri )• \ �" 0,t. Icy �ti�. 1 4,8
I I \. `\ / I S~ o v r c E -r „u .i. 1 ,S. 2 ti G.
�rv� 4 x 74- ��Ne
2 / 224 lW U
147 I12(3S4ZI) -- -- '
ll 11 rr \ 0\15.9TCH `T \ ..,_. C\L DITCH ,
T 7 (35 /- �/ I .T 2 l 1� ,c 8v, INV.15.22
- - X \ L 0 T 232 OUTLET STRUCTURE 223
NOTES _ TOP 17.5 1 /
J '� Z Z X 4 1 I INV. 13.52 / l
1. AREA COMPUTED BY COORDINATE METHOD
1 222 /
2. ALL DISTANCES ARE HORIZONT.IL 7 II Z i S ���` I
LOT 231
FOR REFERENCE SEE AS NOTED 18.9991
LOCH T70N MAP
( NOT TO SCALE )
01 1 e11107
T
GREEN Vll LF
U!
p
0
SITE
HIDDEN VALLEY
A
3. C\L DITCH �� ,� l l ` 4
4. SURVEYED MAY 2000 - SEPTEMBER 2000
ARK AS SHOWN \ / LOT 23.'' \ 1 X 18.E yX 1,68..1 \.
5. ALL ELEVATIONS ARE M.S.'— BASED ON BENCH M
220
LEGEND
\.\ �__.-_--x 16.o
-_---.
E.I.P. EXISTING IRON PIPE ------- II FNT l
; 219
E.l. `
\ \
= EXISTING IRON \ INV.
LOT 230 � �----_--_- __ + , 4
E.C.M. = EXISTING CONCRETE MONUMENT 23.6 x \ - - �.1 / Il 218
R\W = RIGHT OF WAY \ \ LO i 234 I
C.P. = COMPUTED POINT ( I ' r
v �v %; 306 �l__ 21i
FL = FLOW LINE \V I
INV. = INVERT \ s1\ OV . 305
\ \
TB - TOP OF BANK 22.6 x \ I l - _ /I 216
i
CL = CENTER LINE / v L O T 229 l-
EP = EDGE OF PAVEMENT 6E o0o I \\
26.4 = SHOTS TAKEN BY HANOVER DESIGN IN Q \ / 303 '
'k 1997 PRIOR TO CONSTRUCTION
\ LOT 235 �% �s j ,.,soy vv \`v I / 215
/ \ / /
214
\ \
X 22.9 = SHOTS TAKEN MAY 2000 �� 20.7 � � -
Q AVV67 GY ccs ` �; l r'j `\ \\ l / 309
0 14. T = SHOTS TAKEN OCTOBER 2000 / J _
o y
�•Q17 AtA I., 'P6o L ii i ��� // `1'�y I I \\\ \ \ / / l _
01
1a.t = POND BOTTOM ELEVATIONS ' 7�311'' 310
' ��y� LOT 236 �/,,' ;,r \ \ �%/ �' I l 311 J
20.7)14 Al
J
- 0 LOT 216��/�.'%� l _
19. '-
/ �\ \ i
i / \ 109
\'�0. 0 � \ \ \ l l
CROSSWINDS \ . / �� �'�X
\ SECTION 4 �� V A \ f x '? �, ,, 302 V l l 314
LOT 217
0� , - 301 / 342 / 343 7 _
10,
° LOT 218 \ ��. �� rv'\,
\ or A' \\�
/ R ,s. �a \345
S - - N \ . 341 \ l
346
_ �� , 1 . A �� 339
18.7 360
/ DRA/NACE \ X X ��i•� r- i /' 2� (J _X
AREA --=�A \ 7 \ \ r' 359 / \
-_ 5 '' y
--1- /N \ ^.t11A1119pI�
/ \. \ \ \\ \ , / 358
357
\ 7 -PO�R 3 �Rq�\�
9
\ \ C EgSE FgSEMENr \ Y , / 35 6 / / b 5���'
/ 29 7�
404 WETLANDS \ ,�'1'E,yr� \ \ lv / 335 \
\\ / ``'�, \ � l 355
28
DRAINAGEk�S2jNc'�
I AREA 1 �� �� 1
l 2 / l l l / _ 336
/ I 6"GUMS ��\ 26 / `% �_` /\y 334
I �® ®3 OAK
OAK \/ CONTROL 2 5
I 4" PINE
1 12 INE 6" PINE MONUMENT T.B.M. ELEV.=23.38 / l l 24 /
14" PINE 1 14" PI0E� 140 12 PINE 1 l l l 2 3 l
1 OAK ► ,\ / l l 22
\ 1 ®INE � � ® 14"INE ®12" PINE /
0 12"®INE 110'PINE'
\ 12" PINE 1 1 6" OAK / 4 J\
` 1 1 4" PINE / F\GNCZ5 9
�6 / 33
6rOAK®� F�F 1°. \\�
I 32 / / so \� /,'
/ 34 / D
\ 24 `PINE 18" DAK
35
�J \
S � 18"OAK ��\` l l / 36 / l
37 AV 38
�. 39 /
40
41
332 SCALE IN rEET
0190SS I / / /f / , \ - ` 1" = 60 FT
331
01
21 / l `,r l /� , ` �� l yi s AG o Fxr / 330 l i
/ 20
/ l 19 °E�` ��',, / / l 329 /
O� ► / / ,
15
14 �, T
13
1�
Copyright O Hanover Design Services, P.A., All rights reserved. Reproduction or use 1
of the contents of this document, or additions or deletions to this document, in
whole or part, without written consent of the land surveyor, is prohibited.
Only copies from the original of this document, marked with on original signature and
original seal of the surveyor shall be considered to be valid and true copies.
HA N O VER DESIGN SERVICES, P.A.
LAND SURVF_ YORS ENGINEERS LAND PLANNERS
319 WALNUT STREET
WIL.MINGTON, N.C. 28401 f
PHONE: (910) 343---8002
FA."- (.910) 343- 9.941
EMAIL hds0isccc.net
4198PDAB. d wgMJL
>__

'.
r 4a vya i e B p rt u, �'
a3.
i
aid i
* Two 1a
i r t
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PARTIAL ASBUILT
CROSSWINDS AND
MASONBORO
MASONBORO TOWNSHIP
NEW HANO VER COUNTY
NORTH CAROLINA
DA TE: OC TOBER 2000
OF
79.,?-
20.3' o \` �~3QfP
48
'"V o � �95 T
rs" �Mp� /4.g 7n5 OF C/,Il0,
20CVP
j53� Vv 6' rip
76
Cep l rs" chvl/ 0 21.7'
18.4' o /
15.3' o o 14.7'
o 17.8' sp,p(y�L/�, D
G/
k
0
l AV06' 13y ""t"ek 4�20/01
\ \ . 4~ otL►1=icy I�r. 14.E
224
\ \\\\ I 0\15917CH~f ` C\L DITCH / _ 14.8
NOTES
\ L 0 T 232 \ \ \ �\ 1` \ �_ iNV. LET STRUCTURE l
1. AREA COMPUTED BY COORDINATE METHOD\ TOP 17.5 1 223 /
I \ / \ \ \ INV. 13.52 / l
2. ALL DISTANCES ARE HORIZONTAL
LOT 231
3. FOR REFERENCE SEE AS NOTED
4. SURVEYED MAY 2000 - SEP TEMBER 2000 C \L DITCH'.
5. ALL ELEVATIONS ARE M.S.'-BASED ON BENCH MARK AS SHOWN L 0 T 23.3\
LEGEND / \
E.I.P. = EXISTING IRON PIPE \'\ / \-_____________-19.2
E.I. = EXISTING IRON
E.C.M. = EXISTING CONCRETE MONUMENT \------- -
R\W = RIGHT OF WAY 23.s x\ \ \ � LOT 230
C.P. = COMPUTED POINT LOT 234
FL = FLOW LINE
INV. = INVERT \ \�Q I \ l I 4V 1
TB = TOP OF BANK
CL = CENTER LINE 22.6\ x.
EP = EDGE OF PAVEMENT Q \ LOT 229
y
26.4 = SHOTS TAKEN BY HANOVER DESIGN IN
'k 1997 PRIOR TO CONSTRUCTION L 0 T 235 1$ 3 ::' 16'
X 22.9 = SHOTS TAKEN MAY 2000
o 14.7' = SHOTS TAKEN OCTOBER 2000 / (�
+14.1 = POND BOT70M ELEVATIONS
/\ 20.7 LOT 236
LOT 216
1019
CROSSWINDS \
\ SECTION 4 �,= j \ \ 9 X
LOT 217
ell .0
\ L07 218 / i( j \'�� 91 �, , `� \ \
\\\\\ \ \ Olt
\
219
\ / ,
���.
l 339
DRAINAGE18.7
AREAX
\ 338
337
V1 L L A,�
Gf'-
I /
/
/
I_. X 18.7
\ X 18.7
3 \ \\ X 16.4
7 \
X 18.y(\16.'�7
/
/
/
i 221 /l
Tq1AVG, F�
Z
U
El -
OD
m
U
W
z
U
( NOT TO SCALE )
u GREENVILI_E LOOP
tifq
� � Spyleo�o S
�Q
-o
SITE
HIDDEN VALLEY
220 /
x 16.0 / \ \ \ CF
INV! 17 7 / \ \ I219
,
+ 1 4
\ \
\ I 218 /
306
217
I 305
216
/
\
- E c ,
cr eE 000
i
215 i
309 214
I \ y \ l
10.1
304
310
342
311
313
302
01 \ / \ / 343
344
341 \ l l / 345
346
360
359
/ \ / 358%
\ \ \ 20.0 ?' 30' \ \ \ / \ l l 35 7 /
�30
_�
\ 7 \ \ \ Q97iygGF l \ oRg7"1GIE �q \\ \ / \� / l / Q �;EAL `
404 WETLANDS � -�-.29 . \ \�
"U"El C/E ""TE D
/ DRAINAGE \ \ \\�V/V i `
AREA I \\\ \\� \ p/o 1r A
\ \ \ I 2 \ \ \ \ e T S / APR 2 q 2001 ti ;JI
1 6"GUM \\\ \ 2� 336 l
1
\ - y 334 I \\ _ \ l Q
I eB . moo• \ \ / / / �/ / \ . ` Dw
®4 OAK /� l l l
isOFV \\
4` PINE 25
I OAK \ \ CONTROL
I 12 PINE 6" PINE \ \ MONUMENT /
0\ T.B.M. ELEV.=23.38
14" PI E 14` PINE
14"PINE I " � ® 12" PINE �
10" PINE 0 110 OAK I
0 I ® 14" 1 INE ®12" PINE
12" PINE I 1 O' PIN -
\ \ \ 12" PINE 1 I 6" OAK \ I 1It
\ \ 1 d " PINE
\\\ \\ I 6iOAK*
F F 6 �'
�32 i l So, i
\_\\24"PINE 18"OAK / l �/%
\\\\ ® `i
\
35
18"OAK
37 /
\
U '
PROJ #/
60' 30' 0 60,
332 ` ` \ SCALE IN FEET
60 FT.
T/o l I I
20
O l l 19 329 /
�O
/' l 11 1v /15\\\,
14
39
40
41 I 12 10
Copyright Q Hanover Design Services, P.A., All rights reserved. Reproduction or use
of the contents of this document, or additions or deletions to this document, in
whole or part, without written consent of the land surveyor, is prohibited.
Only copies from the original of this document, marked with on original signature and
original seal of the surveyor shall be considered to be valid and true copies.
HA N 0 VER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28401
PHONE: [phone]
FAX: [phone] _ _-
EMAIL [e-mail] LJ�)
4198PDAB.dwgMJL

0 A 0 7_/ A I A �Q"// T
Or ;1010
LOCA TION MAP
To� CRATF-
SCALE"
&
R 0 Wifk AA= ND 20.3' o 48 LE
IA�l I
AAW&
or 7,01-
mom "I oft I& CR14 /A-
Ly W 48• //V 01
161j,
MA UNLf IaHU LA 1,5
115 �1CMP Is1 IN OF C"?A
CL
min
18.4' 0 GREENVILLE L
-VIP 15.3,
MASONBORO TOWNSI o 14.7' 60
o 17.8' / ;q/V
NEW HANOVER COUNTY
NCRTH CIAROLINA VF
SI 7E
D A 7 _E: OCTOBER 2000
HIDDEN VALLEY
RECEIVr-70 224
OCT 4 2ooj
C\L DITCH C4�L DITCH
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NOTES ANDREW AND i,%U�Ak - -
LOT 2,32
OUTLET STRUC7(JRE 223
TOP 175
1. AREA COMPUTED BY COORDINATE METHOD INV. 13.52
2. ALL DISTANCES ARE HORIZONTAL 222
3. FOR REFERENCE SEE AS NOTED LOT 2,37
x 18.9
C\L DIM 221 4. SURVEYED MAY 2000 — SEPTEMBER 2000 15
I �BV7
L 0 T 2,33 X Ia. 7
X 16.4
5. ALL ELEVATIONS ARE M.S.L. BASED ON BENCH MARK AS SHOWN -,x 16.7
62 X X X 1-9�9
LEGEND 30, 220
E.I.P. EXISTING IRON PIPE - - - - - - - - - - - - - ---- - 19.2 X 16 0,/
E. I. EXISTING IRON 114 e1V 219
V 77'17
F. C. M. EXISTING CONCRETE MONUMENT ;-3.6 x LOT 230
RIGHT OF WAY
R\W
C.P. = COMPUTED POINT 10 F 2,34 218
F1 = FI 0 W I INF
IN V. = IN VER T 0 306 z
73 = TOP OF BANK '305
22.6'X �j
CL = CENTER LINE LOT 229 -301
EP = EDGE OF PAVEMENT E j,-CJ7 ist TEP 216
26.4 = SHOTS TAKEN BY HANOVER DESIGN IN 'E q000
-0 CONSTRUCTION
1997 PRIOR 7 LOT 2,35 %_'0N0
X 22.9 SHOTS TAKEN MAY 2000 308
SHOTS TAKEN OCTOL13ER 2000 20 7 1�b 1-11
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OIVQ' 21 Copyright 0, Hanover Design Services, P.A., All rights reserved.
61 OAK* 33 3,30 Reproduction or use
of the contents of this document, or additions or deletions to this document, i,-
32 20 whole or part, without
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written consent of the land surveyor, is prohibited.
9
original seal of the surveyor shall be considered to be
19 Only Copies from the original of this document, marked with an original signature and
18 OAK valid and true copies,
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HANOVEH I ESIC N SERVICES., LA.
LAND SURVEYORS ENGINEERS LAND PLANNERS
319 WALNUT STREET
WILMING TON, N.C. 28401
PHONE: [phone]
FAX: [phone]
EMAIL hdsgisooc.net
4198PDAB.dwyMjL

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CROSS WINDS
SECTION 2
MASOAVORO TOWNSHP Ww HANOVE'P. COUVTY
NORTH CAROLAVA
OWNER
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P.O Box 777
WRIGHTSVILLE DFAC A
28480
AVCHAEL LMERWOOO SLNVEYEO: E.Z. AMW.I Oy MNu
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SURVEY REFERENCE CERTIFICATE of APPROVAL
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RAILRWO SPIKE
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'e "-EVONN& M. SMITH
pUBLtG ; UOTAIAY Pu6LIC
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CERTIFICATE OF APPROVAL
NEW HANOVER COUNTY PLANNI G DEFT
DATE PLANNING DIR CTO A /
N6V H4WOV60 CoU c l rY
5 c�L-E: (0 (� 6 i� T
QoaTH CAPOL l f`IA
O
..�WvaQY I992
v 06v6L0pivi6Q" COW- Rb IOQ , WILMW67GJ, iv, C;,

C
---�— SE G t�lOW �4 I Ta�roL� v4b1�
ra
2?9 277 275 M3p � / '� 2(,q -Z&-7
� a
i
-
4i
CERTIFICATE OF APPROVAL
NEW HANOVER COUNTY PLANNING DEPT
DATE PLANNING DIRE TOR
�a „� ate'
JACC G . STOC 6l S
QGGI STE17EO LA WO S(JQKVOQ
h1. C- QECOISTRA1TION N? LL s S&
WILMINGTON , I. -
Q
4T] ON
NJ r)-t' Tn 9:�e-.d I
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1
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2
3
�
1
1
1 �
200.
W
Q
n G... FR OF OCEDS
f t10vER CO. tl C
'92 RUG 4 FM 4 17
1
1 \ j0' by T DISTANCE `�. - • a��
SIGH _ - - CURVE I C;� •
"I OWN -� 10 Landscape ✓Y�
Easement , P ` S pRl
�� • 00 E _ / 73' 39' 48- W / / (�
r 5 g4' j 5� 4 - N 124.13' ctwrd N/6431 p OS" W _ i BL /C l ----
W �
- �73 p0 i N 80 S5. M>•d 124.23 ac I/I.SO' %d - A. \
R 4.3I arc OS• /f.
1 �.� i 104.37 me o cbord w•
LV
O �-- 1
m ��
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Ck-� J o
W
O
N
U 1 _
z r
1
CURVE I
R = 926.00
DELTA = 41. 00 00
1 c, �1
L = 662.63'
Q
T = 346.22
CHORD = S 63' 45' 00" E
648.58'
W �
CURVE 2
W,
J
R = 230.00'
DELTA = 18. 50' 00"
C
75.60*
T = 38.14'
CHOr7D = S 28' 35' 00 W
75.26'
U) ,
CURVE 3
1
R = 230.00'
DELTA = 22' 00DO"
L = 88.31'
T = 44,71'
1
CHORD = N 62' 00' 00" W
1
87.77'
1
_ CURVE 4
R = 250.00'
1
DELTA = 32' 09' 52"
L = 140.34'
1
T = 72.07'
CHORD = N 32' 17' 45" E
138.51'
1
1
1
1
MAP FOR RECORD
OWNER:
0' 30' 60' 120'
Graphic Scale
CROSSWINDS
SECTION 2
MASONBORO TOWNSHIP NEW HANOVER COUNTY
NORTH CAROLINA
B and D DEVELOPMENT CORPORATION
P.O. BOX 777
WRIGHTSVILLE BFACH, N.C.
28480
MICHAEL UNDERWOOD
and ASSOCIATES, P.A.
108 N. KERR AVE.
SUITE F-3
WILM/NGTON, N.C.
SURVEYED: E. T
ORAWAF M.N. U.
7 CHECKED: M.N.U.
APPROVED. M.N.U.
JULY
DATE: 1992
SCALE: I" = 60'
c
w 'v S/.
23 N a ?/06oha`�w� \\
m 24 r. 25 N ° (o
Nj
N 67. 32 O8 w ?. c / •
N 9. 5 c or W 2 cp 0 6S� 3) �� \ •� 5.0 chord 1457 chord ^7 27 �O9 06 'to.. O9V �
y 85.08 arc 14 57 arc �
1Y / S 43' 00 00" E N 72' 18 4B" W �(�q,
5.99' chord +� w� \ S'
rd 20 94' arc
5.99' arc eAV 9 • /B . W l h°I
1743 95.00' 9p p0 t1r = iR 3 / 3 9S 9' 2z' 342�
LEGEND
Cl ''ONCRETE MONUMENT
IRON PIPE
B RAILROAD SPIKE
S 70' 50' 00" t - 8/9.01' total
— 30' DRAINAGE
Hollis EASEMENT
SURVEY REFERENCE CERTIFICATE of APPROVAL
MAP BOOK 27 PAGE 133 NE VER TY NING DEPT.
IMTLILNNMJ DIRECTOR
Fr�:--LOR
ICATE OF REGISTRATION/DISCLOSURE CERTIFICATE OF PROPOSED
OMEOWNERS ASSO.'IAT/ON COVENANTS, SUBDIVISION ROAD CONSTRUCTION
TIONS AND RESTRi;TIONS BY REGISTER STANDARDS
OF DEE11'
NOTE:
10' NON - MUNICIPAL UTILITY
FASEMEN i ALONG RIGH : of WA
WINDJAMMEP DRIVE;
CROSSCURRENT PLACE
TROPIC COURT
NORTH CAROLINA NEW iANOVER COUNTY
H�ASSOCIATICN .OVENANTS, CONDITIONS
A RESTRICT FILED F# CE ISTRATION Cr LHE
I DAY fty ',! IN DEED ABOOKAT PAGE
REGISTIR OF DEEDS
WATER AND SEWER SU17ABILTY DISCLAIMER
NOTWITHSTANDING MEW H w,c'VER COUNTY APPROVAL
OF THIS PLAT, LOTS SHOWN DN SAD PLAT MAY NOT
RECEIVE HEALTH DEPARTMENT APPROVAL FOR ON
51TE SEWAGE SYSTEMS OR WATER SUPPLY SYSTEMS
DEPARTMENT OF TRANSPOR'iATION DIVISION OF
HIGHWAYS PROPOSED SUBDIVISION ROAD CON-
STRUCTION STAAA04RDS CERTAFICATION APPROVED
DATE: /- _5 C - 9 '7
r ti
DISTRICT ENGOWER
30' DRAINAGE
EASEMENT
49
�I
ti
v I 50 ,,,,,
3
o)
h
I
it
52
i
CERTIFICATE: THIS SURVEY CREATES A SUBDIVISION OF
LAND WITHiW THE AREA OF A MUNICIPALITY THAT HAS AN
ORDINANCE TI)Z, L!C.ATES PA ELS LAND.
wCHIAEL N. UNDERWOOD L 2962
CERTIFICATE OF OWNERSHIIP, I CERTIFICATE OF REGISTRATION
DEDICATION AND JURISDICTION BY REGISTER OF DEEDS
I [WE] HEREBY CERTIFY THAT I AM 1WE ARE I THE
OWNER/SI OF THE PROPERTY SHOWN AND DESCRIBEO
HEREON AND THAT ' IWEI HEREBY AX)eT THrS PLAN
OF SUBDIVISION WITH MY IOURI FREE CONSENT AND
NORTH CAROLINA NEW HANOVER
DEDICATE ALL STREETS, ALLEYS, WALKS. PARKS,
COUNTY
CONSERVATION SPACE AND OTHER AREAS TO PUBLIC
OR PRIVATE USE AS NOTED. ALL R04M AND DRAINAGE
EASEMENTS ARE DEDICATED FORRT PUBLIC ANDUTILITYAS
PURPOSES. FURTHER, It WE/ C£RTFY THE LAND AS
IS LOCATED WITHIN THE SUBDIVISION
F/L D FOR REGISTRgT�
D4Y OF ��RI A7
SHOWN HEREON
/AS/PAL/ AND
JURISDICTION OF NEW HANOVER COUNTY
REC P BOOK AT
PAGE
t ) t
DATE:
" I 7
SIGNATURE OF l
OWNERS
Crosswinds
TRAIL
FMDDEN
132/
V.'CINITY MAP
CERTIFICATE OF SURVEY
AND ACCURACY
1. MICHAEL N. UNDERWOOD CERTIFY THAT
THIS PLAT WAS DRAWN LPIDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION I DEED DESCRPTIAN RECORDED IN
BOOK AS PAGE,%�-4v#N THAT THE 9OU4CARES NOT
SURVEYED ARE CLEARLY ADCATED AS DRAWN
FROM wFORtwAvoN FOUND IN BOOK A�- .PAGE '!OWN
THAT THE RATIO OF PRECISION AS CALCULATED /S
I / Jr, o00 . ; THAT THIS PLAT WILS PREPARED
w ACCORDANCE WITH G.S. 47-30 AS AAEIICED.
WITNESS MY ORIGINAL SIGAWTUIW- RE6I3TRAT"V
NUA11BER AND SEAL THIS 5 Ih DAY OF AUGUST
A.D. 992
SEAL OR STAMP
SURVEYOR , 9
62
REGISTRATION NUMBER
NORTH CARD! INA, NEW HANOVER COUNTY.
1, A NOTARY PUBLIC OF THE COUNTY AND
STATE AFORESAD CERTFY THAT
MICHAEL ti. UNDERWOOD
A REGISTERED LAND SURVEYOR, PERSONALLY
APPEARED BEFORE ME THIS DAY AND
ACKNOWLEDGED THE EXECUTION OF THE
FOREGOING INSTRUMENT. WITNESS MY HAND
AND OFFICIALSEAL, THIS 5 IhDAY OF AUGUST
l992
STAMP / SEA
r NOTARY PU8L1C
MY COMMISSION EXPIRES ARCH 19. 1997
NORTH CAROLINA , NEW HANOVER TY 1
TIjE FOREB Gpw[RTIFICATE OF T
H�,BG GfLIiL� NOTARY PUBLIC IS CERTIFIED 70
C ILE RE PIP
THIS
111fY Oi
AT O'C,1.00K M.
A �w��,Y RECORDED
w MAP eooK PAGE fOL
1'�� Imo' Rrti/
ar
1

RECORDED "'RIf1E0
h'r R. - -
3 RE�I--- ER C.:- C�'E �
a NE'>' HANOVER CO. NC.
d
'93 DEC 3 Rfq 10 59
0
a
N 05 * 01, 30° E
4(,. 3s •
;1
LEc,e wp
0 IROtit Pipe SET AT
.ALL 601ZNEfZS
Ej CONC2ETE k0N.
NOTE: 10' NONI-IUNICIPAL IE&SeHENT TO FE USEp FAQ ALL
NON4-lUhJICIPAL UTILj'Tj 5.
GRAPHIC SCALE
60 30 0 60
SWEET 1 OF 2
WEpC�EFIF�-t� e�T C���w1�SJS SavrE-+
F14SONP�Dp� TOWNSI-1lP NEW NG\NOVER COLJQTY
ti+Ot��t-1 CpROLINd
^A PERFoRFMr10E DcVELbPMER.1'f"
r rrNEQ'
HOLL15 FAMILY P4R-i-r1ER5µIP
MICHAEL UNDERWOOD SURVEYED: APPROVED: N.rl.LJ.
J #nd ASSOCIATES, P.A.
'I IO: N. KERR AVE. DRAWN: TiaiN • DATE. • ALIG. tgg3
SUITE F-3
12840 GTON, N.C.
2B403 9/9- 799-064 7 CHECKED: VI.t4 d . SCALE: I A= li0'
w
FA
WtwDS
M&9 I>OOK 32 pA4E ZIT
ajgve T413Le
RL�D1U5
I 2� ram'
2 4ts.00'
3-21800.co'
%L1A Lq.1GZ1-I
48° I9' 40
1
' M4.00'
55°26,' oo° 401.51'
12 ° act' 351'
S 71' OP,• OZ' lE-
112DEtJ VALLEY
>ECTIOt-4 1 E 2
AP look 16 PA( tF- 5o
19 PAGr. -74
1EYd 30 tOTA)3C-�Nr 140Oga r3GN4Ny
r� to W
38(o.C)3' 715.03' ; 50° ; 20" e
Cv t'1. 42' '-�> 10. (00, r J -t I °'' 33 n W
CERTIFICATE OF DISCLOSURE I CERTIFICATE OF DISCLOSURE
NEW HANOVER COUNTY FOR PRIVATE DEVELOPMENTS
FLOOD PLANV MANAGEMENT
I [WE] HEREBY CERTIFY THAT PRIOR TO ENTERING
ANY AGREEMENT OR ANY CONVEYANCE WITH A
PROSPECTIVE BUYER, I [WEI SHALL PREPARE AND
SIGN( AND THE BUYER OF THE 3U&ECT REAL
ESTATE SHALL RECEVE AND SIGN A STATEMENT
WINCH FULLY AND ACCLRATELY DI3CLOSE3 THMAT
THE 3L SKCT REAL ESTATE, OR A PORTION OF THE
31A3.ECT REAL ESTATE, U LOCATED N WITHIN A FLOOD
HAZARD AREA AND THAT THE BUYER MUST SATISFY
THE REGURiEAENTS OF THE AEW HANOVER COUNTY
FLOOD PLAN MANAGEMENT REGU..ATKW PRIOR
TO THE I33LAANCE OF CONSTRUCTION PEANT3.
DATE.'
SIGNATURE OF OWNERS(SI
I IWE/ ACKNOWLEDGE THAT NEITHER THE STATE
NOR THE COUNTY SHALL BE RESPOKSBLE FOR THE
MANTENANCE OF ANY STREETS, PARKS, DRAINAGE
OPEN SPACE OR OTHER AREAS WINCH ARE DESHSHHATED
FOR PRSIMTE USE I [W'EI .ApOrOMLEDSE THAT
PRIOR TO CONTRACTING WITH A PROSPECTIVE BUYER
I SHALL GIVE THE BUYER A WRITTEN STATEMENT
*W-H DLSCLOSES VasTANCE AND LOCATION OF
SUCH PRIVATE AREAS AND SPECIFIES THE MANTEN-
A/VCE RE3POR30LITES FOR SAME ft" APPLI-
CABLE THE STATEMENT SHALL DISCLOSE THAT THE
3TREETI3/ WEL NOT BE CONSTRUCTED TO AIAbIM
STAACAAM 3LFF/CENT TO ALLOW THEIR NCLLLSIOV
ON THE STATE MGWAY SYSTEM FOR AIANTEMANCE
�/1i21�3
DATE: Aoa
SIGNATURE OF OWTERf3l
070%WINIri
'GEa"9 b ooV 2T PA&E 134
i
CERTIFICATE Qr APPROVA.L
NEIN HANOVER COUNTY P NMN`G ^EPT
-Q- L. <
OATE PLANNING DIRE TOR
(F_12Ti�1CdT� THr, C'LjoeE C2EAmS 4 SLJP,OIVISION
OG LANO WITHIN THE AOEA oF4000NTV T144T aLdS
02DINANCE T} (pT ►26C�lJl.dT ES PACGELS Cs= L.l*ND.
CERTFICATE)F REGISTRATION/DISCLOSURE ICERTIFICATE OF PROPOSED FOR HOMEOWE.RS ,ASSOCIATION COVENANTS, CERTIFICATE OF OWNERSHIP.
CONDITIONS .ND RESTRICTIONS BY REGISTER SUBDIVISION ROAD CONSTRUCTION DEDICATION AND JURISDICTION
OF DEEDS I STANDARDS
NORTH CAROL;A NEW HANOVER COUNTY
HO#&OWNERS ,".SOGAvoN COVENANTS, CONDITIONS
AND AESPMC-NS FILED FOR REGISTRATION ON THE
DAY O"-AT
IAM/PW AND Y RECORDED AVMAP BOOK
AT PAGE
DEPARTMENT OF TRANSPORTATION DIVISION OF
HfGHIWWYS PROPOSED SIANYVLSION ROAD CON-
STRUCTION STANDARDS CERTIFF)CA KW APPROV
27
DATE.` - —3 —7 3
REGISTER OF DtcDS
►RATER AND .EWER SUl'TABILTY DISCLAAAER
DISTRICT ENG0EER
wnwTHSToo,t''s NEW HANOVER COINTY APPRROIAIL
OF TM PLAT :.OT3 SHMN ON SAID PLAT MAY NOT
RECEIVE HEAilI DEAARTMENT APPROV%1L FOR ON
SITE SEVAGE3YSTEMLS OR WATER SL40PLY SYSTEMS
I fWE/ HEREBY CERTIFY THAT I AM EWE ARE I THE
OWWWSI OF THE PROPERTY SHOWN AND DESCRIED
HEREON AND THAT I IWEI HEREBY ADOPT INS PLAN
OF SUa7HV/SION MTN MY IOU% FREE CONSENT AND
DEDICATE ALL 3TREETA ALLEYS WIII)(A PMKS,
CONSERWITION SPACE AND OTHER AREAS TO PtMIC
OR PINIMTF USEAS NOTED ALL ROAM AND DRA/W6E
EASEA"TS ARE DEDICATED FOR PU KJC UTILITY
PIIRFOSES. FURTHER MWEI CERTIFY THE LAND AS
SHOWN HEREON /S LOCATED WRTHN THE 3LAbIV1310N
JUIRSUCTION OF NEW HANOVER COUNTY
/y/ZQ
LATE: :1GNATURE OF
OWNERS
CERTIFICATE OF REGISTRATION
BY REGISTER OF DEEDS
NORTH CAROLINA NEW HANOVER
COUNTY
RE6LSTR ON
CNY OF J»y,!_y r AT
' /AMA41U ANDDL
PA60 IN/BOOK AT
I � _
!I y'
�N CrJN a
Oe�'y Ryl •Il =�G,L ♦off d
Z
SITE
\J1CIN1 TY MAD
-Z-
r r
r
CERTIFICATE OF St#?VEY
AND ACCURACY
TMICIIAEL PL LOVERWOQD
HIS PLAT VAS DRAWN LOIDER MY SU ERV�ts�
FROM AN ACTUAL SURVEY MADE LOVER MY
SLpERV/3IOW /DEED GESCRFTION RE rORpEO N
lIOOK 1 PABE.1�)•'�VTHMT THE BOLAIQUIES NOT
ROVEYED AAE CLEARLY FLYUATED AS DRAWN
FAKW MFOItAATION FOUND N EOgCAL JSIRESl�
THAT THE RATIO OF P'RECUION AS CALCULATED LS
1 /J.GD9--- ;THAT TM PLAT WIM PR M%M
N ACCMUNCE MTH G.S. 47-M AS ANDVED
NEWSTRATM
MV.A� AND SEAL 7��OAY LF
A.D. 4" .
SEAL OR STAMP
291. g/ � /
SURVEYOR L 2962
REGISTRATION NUMBER
NORTH CAROL 14 NEW HANOVER COUNTY.
l A NOTARY PIOLIG OF THE COLNTY AND
STATE AFORESAID, CERTiF'Y THAT
MKh4EL N Iir�xpW/vr�
A REGISTERED LAND MAR6'EYOR , PER30NALL Y
APPEARED BERM ME THIS DAY AND
ACKNOWLEDIS D THE EJECUTHOM OF THE
FaV60/V6 NSTW AENT. Wt TMW MY HAM)
AFD Mfll ULSEAL. TM Zafty OF Al2Ig%gKi3
STAMP / SEAL 1993
NOTARY UBLIC
MY COIMSS/ON E)PWS Muwaa to tool
NORTH CAROLNA , NEW HLA/vOVER TY
THE FOREGOING CERTF/CATE OF ,, Nwlrly flFuw_ a r
RVIA"
N MAP eocrc H LS�C/ERTFEpD 7C
B rm
AT l APD
mhve Y S4E ooT-5
By e✓ L7'. i.C��]�

r>""=-- ��s "doh•---`�•-- '.3ia.�rrsr-..ar ?sue �f '+�ih e® 'a.�'
\\/O\
c
ll \ \4\\ \\\ \ /�/S\ \�' 9903.
O
BS.It
S 70 �
p�,�
SC OO ,
✓4cE ��,
CURVE TABLE
F
43�
SS' 7493e
r Radius
Uelle
Length
Chord
Tangent
Chord Bearing
3 290.00'
67. 3e' 16-
322JO'
305.80'
-79.95'
N ?I. 25' 58- E
5 350. 00'
25. 29ll"
155.68'
154.41'
79.15
N 26' 52' I4' E
rIr �LQ i E
�F Al�Pk� l �,4 L
6 400.00'
13' 44. 35"
95.94'
95 71'
48.20
5 69. 5Z' 37" E
NEW I44NO✓ER COUNT
PLANNING DEP-,
DA E
PLANNING DI�_O
MAP FOR RECORD:
CROSSWINDS SEC T/ON I V
'A PERFORMANCE RESIDEIJTIAL DEVF_`_OPNE,N
MASONBORO TOWNSHIP NEW HANOVER ' CUNT I
NORTH CAROLINA
0 W NE-R(s):
9 and D DEVELOPMENT
CAROL INA BEACH, N.C.. T ,, 2E
-MICHAEL UNDERWOOD SURVEYED: SET APPROVED: MNL!
and ASSOCIATES, P.A.
J9C3 MARKET STREET DRAWN: FLB DATE: MARCH, 1994
WILMNGTON, N.C. 28403
910-815-0650 ChECKED: M'NU SCALE: I" a 50'
CERTIFICATE OF DISCLOSURE
NEW HANOVER COUNTY
FLOOD PLAIN MANAGEMENT
lboo if
11 '<:�' ' j
S>0•S
s -
32 .
363 g
O 9 I
G,q,4j -
�\f�A. '
F
,� y �tk Oa /
�q" O \ o \s Is,
v O\ \
\
Q\
l , e
S
SURVEY REFERENCE
662 MAP BOOK 33 PAGF 7I
CERTIFICATE ::; SCLOSURE CERTIFICATE OF REGISTRATION/DISCLOSURt LERTIFICATE OF PROPOSED
FOR PRIVATE : LLCPMENTS FOR HOMEOWNERS ASSOCIATION COVENANTS, SUBDIVISION ROAD CONSTRUCTION
CONDITIONS AND RESTRICTIONS BY REGISTER STANDARDS
OF DEERS
1IWEI HEREBY CERTIFY THAT PRIG;? TO ENTERING I IWEI ACKNOWLEDGE THAT NE7'.tilt 1 E ,T1TE
ANY AGREEMENT OR ANY CONVEYAN.E WITH A NOR THE COUNTY SHALL BE RE5,40N 181 F FOR THE
PROSPECTIVE BUYER, I IWEI SHALL PREPARE AND MAINTENANCE OF ANY STREETS, P.:7:KS, DRAINAGE
SIGN, AND THE BUYER OF THE SU"-C I' REAL OPEN SPACE OR OTHER AREAS WHICH AR- JFUGNATED
ESTATE SHALL RECEVE AND SIGN A STATEMENT FOR PRIVATE USE. I IWEI ACK NOW-iD6E THAT
WHICH FULLY A/N9 ACCURATELY DISCLOSES THAT PRIOR TO CONTRACTING WITH A PROSPECTIVE Ault
THE SUB.ECT REAL ESTATE, OR A POWTION OF THE I SHALL GIVE THE BUYER A WRITTEN STATEMENT
SUB.ECT REAL ESTATE, IS LOCATED eI >!M T;-.IN A FLOOD WHICH DISCLOSES EX/STANCE AND LOCATION OF
HAZARD AREA AND THAT THE So r!wR MUST SATISFY SUCH PRIVATE AREAS AND SPECIFIES THE MANTEN-
THE REOUREMENTS OF THE NEW h!CNOVER COUNTY ANCE RESP0NS6L;TE5 FOR SAME. *FEN APPLI-
FLOOD PLAN MANAGEMENT REGULATIONS PRIOR CABLE. THE STATEMENT SHALL DISCLOSE THAT THE
TO THE ISSUANCE OF CONSTRUCTION PERMITS. STREETISI WILL NOT BE CONSTRUCTED TO MNMIAN
STAIAIDAROS 3UFFICENT TO ALLOW THEIR INCLUSION
-- -- - - _- aATE ON THE STATE HIGMWY SYSTEM FOR MANTENLNCE.
08 /e 91�
DATE: OB/ie/!�
3/GNAraw OF sl
SIGNATURE OF OWNERV
NORTH CAROLNA NEW HANOVER COUNTY
HOMEOWNERS ASSOCIATIOI COVENANTS, CONDITIONS
AND RESTAPCTIONS FILED FOR REGISTRATION ON THE
DAY OF AT
RAM/PM/ AND DULY RECORDED N MAP BOOK
AT PAGE
DEPARTMENT OF TRANSPORTATION DIVISION OF
HGHWAYS PROPOSED SUBDIVISION ROAD CON-
STRUCTION STANDARDS CERTIFICATION APPROVED
DATE 4
VICINITY MAP (n. 1. s.
Developrrenl
_LEGEND
UPROPERTY CORNER
0 CONCRETE MONUMENT
NO'E: Tt-Z REAR 20' TO 50 OF 'S 233
HRU 236 ARE TL)REM.AtN A N4'U•f4L AREA.
GRAPHIC SCALE
50 25 O 50
Sheet 2 o/ 2
CERTIFICATE OF St#?WY •—
AM ACCURACY
1 MCHAEL N UNOERWOOD CERTIFY THAT
THS PLAT WAS DRAWN LF"R MY SLPE•RV/SIGN
FROM AN ACTUAL SLRVEY MADE UNDER MY
SUPERVISION I DEED DESCRIPTION RECORDED N
BOOK AS PMGESCdCNN THAT THE DDWIDAAES NOT
SURVEYED ARE CL£: fLY NDCATED AS DRAWN
FROM #*-ORMA'i ION FOUND N BOOKA,L j%GE Sda&N
CERTIFICATE: THIS SURVEY CREATES A SUBDIVISION OF THAT THE RATIO OF PRECISION AS C4LCU1_ATED LS
AND WIThYN THE AREA OF A COUNTY THAT HAS AN 1 % IQQQQ ;THAT THIS PLAT MRS PRFJMAED
ORDINANCE THAT REGULATES PARCELS OF LAAP%" •����`o • N ACCORQY OR INTH 306 47-30 AS WTR ATX
`h � �Rp ''•, w►TlaEss MY ORifii11A1 Slawn.N� IE+7RiTRATION
i� Z #�RtAbER AND SE/►L TTiS Owr of AUGUST
%mil• �..�� `�.•'�v�i •-��-^�
1994
MICHAEL N. UNOERWOOD L 2962 SESE A;LAAL OR STAMP
CERTIFICATE OF OWNERSW,
'7EDICATION AND JURISDICTION
I IWEI HEREBY CERTIFY THAT I AM [WE ARE I THE
OWNIER(S; (IF TI n .PRO1PERTY 5HONIN AND DESCRIBED
HEREON AhD TH::T ; IWEI HEREBY ADOPT THIS PLAN
OF SUBDIVISION WITH MY IOURI FREE CONSENT AND
DEDICATE ALL STRE',"TS, ALLEYS, WILKS, PARKS,
COMSERI4AT" * SPACF AND OTHER AREAS TO PUBLIC
OR PRI.ATL USE AS AJTED. ALL ROADS AND DRAINAGE
EASEMENTS XX DEDICATED FOR PUBLIC UTILITY
PURPOSES. FURTHER, NWEI CERTFY THE LAND AS
SHOWN HEREON IS LOCATED WTHN THE SUBDIVISION
AURISDICTION Uf NEW HANOVER COUNTY
REGISTER OF Or,OS
WATER AND SEWER SUTABILTY DISCLAOAER
DISTRICT ENGINEER
NOTW7THSMND&V6 NEW HANUVER COUNTY APPROVAL
�e
all
OF THIS PLAT, LOTS SHMN ON SAID PLAT MAY NOT
DATE:
RECEIVE HEALTH DEPARTMENT APPROVAL FOR ON
SIGNATURE OF
VTF_ SEMM6E SYSTEMS OA V ATER UPPLY SYSTEMS
DWNERS
CERTIFICATE OF R AflgrR�, �t
BY REGISTER OF-
sURVErOR L 2962
� � ` •;' �
Z+REGISTRATION NUMBER
NORTH CAROLNA. NEW HANOVER COUNTY.
t A NOTARY PUBLIC OF THE COUNTY AND
STATE AFORESAD, CERTIFY THAT
MCHAEL N, UNDERWOOD
A REGISTERED LAND SURVEYOR, PERSONALLY
NORTH CAROLNA NEW HANOVER
APPEARED BEFORE ME THIS MY AND
COUNTY
ACKNOWLEDGED THE EJt'CUTION OF THE
FORL'6ON6 INSTRUMENT WITNESS MY HARD
AND OFFICIALSEAL, THS 20WY OF AUGUS-
FILED FOR REGISTRATION ON THE
DAY OF AT
1994
STAMP / SEAL
RAM /PMI AND DULY
RECORDED N MAP BOOK AT
PAGE
NOTA PLsE
- �
Y COMIfS,S;ON EXPW_15 MARCH 19, !997 ^�
H CAROLNA , NEW HANOVER COUNTY
FOREGOING CERTIFICATE OF
� ro
CORRECT FILED FOR REW3TRA"M TM
. PU6UC
i'4y'
aAr aF
O'U,OCII' _Il AND DULY IECOIOln
•..,•,• .• 49-
MAP BOOT! _ NSIBE
�ffpANl
BY -

LOT 21
306
PLAT OF 305
307
CROSSWINDS qG roc 12 Rm 1011 11011 ,
308
�ECORDED AND VERIFIED ` r r ' /
"tif1E0 ► '`� �` i r , r
SECA'110N 5 EXTENSION HAFTS E DOTS s _ -+- /
REGISTER CF DEEDS � / ' '
309 r r
NEW 1?1:1IOVER CO. N4
A PERFORMANCE RESIDENTIAL DEVELOPMENT ,� 304 `� NFF� rs /'� ; i 310 ;
MASONBOHr) TOWNSHIP, NEW HANOVER COUNTY, NORTH CAROLINA /�' ,f �/ CQ� l J l
311
� MONUMkNT
DOSTINS ri ♦\ i / /
OWNER. B do D DEVELOPMENT ~\
303
P.O. BOX 777 \ �' `�
CAROLINA BEACH, N.C. 28428
DATE: NOVEMBER 20, 1996--
}3 A� 302
-19 POND \ '�301 342 ; 343
344
�" / / \�. 341 I /! ; 345
C.C.M. / /
'� . \ / O` / `� ,`o 37 00 346
IFi
\ / � `o���y800339 1 a!1
C;Ros360 MAp � s18W SF 5
0.426 .0 is
35 PAS337A M. 359337 v
15738 SF
i
316 /
A 1 036 A. f `V l'..� 215.56 SF i t58218SF ? l eY� \ \ \ KEI py co 11630 SF 8p00 '
h C.v.
9 Ac �/d` `^ 36 Ac / nF` 1 �yh�� C15 C? \ r ^n 0.267 Ac 358 O /
\ , O ni 12916 SF v ^� 0
C/g�\.M. �, r a 0.297 AC 357 900
? �• 1Y1 / / NCO' _ 13077 SF ' 1
\ 8ga 2 0.300 Ac a0 356
CURVE
DELTA
RADIUS
ARC
CHORD
TANGENT CHORD BRG
1
9'45'17'
750.00
127.69
127.53
64.00 S 55'15'46'E
2
9'15'45"
750.00
121.25
12111
60.76 S 64'46'20"E
3
4'17'31"
1000.00
74.91
74.80
37.47 5 71'32'58"E
4
40'01'17"
230.00
160.66
157.16s
83.76 "' 86'17'38"E
5
40*01 *17'
230.00
160.66
157 41
83.76 h: 46'16'21 "E
6
3*44'14'
400.00
2C 09
tC 09
13.05 S 64'01'47"E
7
17'48'27'
400.00
124.32
123.87
62.5 S 53*15'27"E
8
2816'49'
230.00
113.52
112.3:?
.7.94 S 33'05'28"W
9
5*34'17'
775.00
75.3E
7-j.33
37.71 S 53'10'16"E
10
103'11'17'
18.00
32.42
28.21
22.71 N 04'21'46"W
11
3*59*40"
255.00
17.78
17..'7
8.89 S 45'14'02'W
12
15'02'43'
255.00
66.96
66.77
33.67 S 35'42'51'W
13
9*13*10'
255.00
41.03
40.99
20.56 S 23'34'55"W
14
28'18*24*
205.00
101.28
100.25
51.70 S 33'04'41" W
15
70'19.46'
18.00
22.09
2U.73
12.68 S 82'23'45'W
16
657'51"
775.00
94.20
'l4.14
47.16 S 6555'17" E
17
0'25'04"
1025.00
7.48
7.48
3.74 S 69'36'44'E
18
3432'27'
1025.00
69.31
69.29
34.67, S 71'45'30"E
19
13'56'22'
255.00
52.04
61.89
31.17 S 80'39'54"E
2C
8'01'56'
255-00
35.75
35.72
17.90 N 88'20'57"E
21
41'47'48"
80.00
58.36
57.07
30.55 S 35'35'25"E
22
39'30'42"
80.00
55.17
54.08
28.73 S 76'14'40"E
23
33'Y9.46•
W.M, '
46.77
46,TT
24.07 N 67'I5'06"E.
24
42*43*31"
80.00
59.66
58.28
31.29 N 29'08'28'E
25
40*31'12'
80.00
56.58
55.41
29.53 N 12'28'53"W
26
8'47'44'
255.!10
39.15
39.11
19.61 N 43'50'09"E
27
13*10`34"
25500
58.64
58.51
29.45 , N 32*51'00"E
28
87'50'23'
1b.`_Q
27.60
24.97
17.33 S 70-10.54"W
29
12*22*55"
425.30
91.84
91.67
46.10 S 50'32'41"E
ffu
30
82'59'51"
18.00
26.07
23.85
15.92 N 15*14'13"W
31
13'58'28'
2U5.110
50.00
49.88
25.12 N 33*1457"E
32
32'20'02"
205.00
115.69
114.16
59.43 N 56'24'12:i'E
33
29'32'31"
2G5.00
105.70
104.53
54.05 N 87'20.29'1
34
4'11'33*
205-00
15.00
15.00
7.50 S 75'47'30"E
35
2'28'39'
975-00
42.16
42.16
21.08 S 72'27'24'E
36
1'48'52'
975.00
30.88
30.87
15.44 S 70*18'38"E
37
15'58'02"
18.00
b.02
5.00
2.52 N 09104'55"W
C0"WICA7E OF ACCURACY AND MAPPING
1. O1EG A WAYIE, CERIWY THAT THIS MAP WAS ORAWA UNDER MY DINE*."11014
AND SUPERVISION FROM AN ACTUAL SURVEY MAOE UNDE1t MY 3UP0rA9 N. THAT
L/E S 7N CLOSURE AS CALCULATED BY W111ES LDAhe OWAA LJM IS
L iYEO , THAT THE BOUNDAMM NO1 SLMNEAI!!: 3HOMN AS WMKD#
AT THIS MAP WAS PNPAXW N ACCOIOMICE WAIN C.S. 47-30 AJL AI•EA'OEO.
■1IEW MY MAID AND SEAL 11HIS S 0'AY OF t!
QX9 A. WARE ILLS L-211176
L an A. W4YNE. ClQ11FY THAT 1HK SJR14Y CREAln A SUW OF LAM' MINK
AIN AREA OF NEW HANOVER =Off. M6CH HAS AN ORONNICE Z=90 FARM
OF LAID
1SLr-9 L-2BTS
WATER .AND SEWER SUITABLE DISCLAIMER
NOT WITHSTANDING NEW HANOVER CO. APPROOVAL
OF THIS PLAT, LOTS SHOWN ON SAID PLAT MAY
NOT RECVVE HEALTH CEPARTMENT APPROVAL FOR
ON S:TE SYSTEM OR WATER SUPPLY SYSTEMS.
CERTIFICATE OF DLSCLOSU RE FOR PRIVATE DEVEL KMENTS
I (WE; ACKNOKED(E THAT NOTrHER 7HE STATE NOR THE :1C'J
SHALL BE P43POWALE FOR MADODUM OF ANY STREETS. '.-.4aXS
DRANAOL OP06 SPACE OR OIM AREAS *NCH A6W OE31+ .►+ ' )
FOR PRIVATE UPE. 1 M AO6NORK.EDBE THAT PIOM TO G ='kCT-
INO 111111% A PRF PECIft _1WWL 194ALL OVE IM /UYEFT R ITN
S1RiNNATMIE
L'Ros
NOTES
SURWYED MAY OF 19* THRU AUGUST OF 1996.
11.74 ACRES TOTAL.
AREA COL'FV7W BY CONNATE METHOO.
IRONS SET AT ALL CORIERS UNLESS 9 001V OTIE'RWSE.
FOR REFERENCE SEE D.B. 1642-1106. D.6 1328-073L D.B. 1300--1371.
ALL STREETS ARE PUMC AND 50' IN WDTH.
ALL DISTANCES ARE HONZONTAL
ALL BEAR#= ARE MAOETIC (PER MAP BOOK 19 PAGE 74).
C.C.M. - CONCRETE Coma MONUMENT To Mr JIrr ANyiR AM,ET
A JO' Ir WTN CP& WVTY 64SONNT IS RESEInW ALONG
TT4E FRONT OF ALL LOTS AND ADJONAINC ALL PUBLIC ROM
20MING R-15 (POW00 NICE).
31 LOTS TOTAL N 71MS SECTION.
/
/
/
/ J
r 312
/
/r 313
314
315
/
316
o4t,
/
COCA l ON MAP
NOT IV SCALE
E
SITE
/
r
/
/
/ r
/ a
! o
N\F SINCLAIR
DB. 1171 PG. 1166
r , C.C.M. 318 i
349319
' k \
Q \ •1P � / �C
350 \ C.C.M. 4 °j�4v s
js 00 �'L 11251 SF
0.259 Ac SEE w') Cs
3 I'43ET "A'
354 s 119ss� O
12415 SF N y 3 .; ��? v 354 f\
).2N+5 Ac h 353 • a 351
JS e
of 12240 SF %� 352 0 9000 SF V � 93
�3 n. ?\ Q.C.M.
2 0.251 Ac -"� '"' � � 0.207 Ac
~ 9717 SF / 320 7
y 0.223 Ac Z 14792 SF \
0 0.339 Ac
�j.98
- C33 C.C.M. ?� /
cc4:0--- �� �' 321 w
10\ C4 1310.302 Ac
S
CzQ,
0 P(,B(/C 0 //w
9 /
7 3
322
SF O ") Ow -'1 r 12932 SF /
Ac r 326 yry O 1 1 S 0.297 Ac
rn 14734 SF32S
0.338 Ac y
,$ � i� `so ram• ti i
2 cp 1 F
15185 SF O v3 1 1 /
0.348 Ac v I 3
c I q 23 /
y 21034 SF
00 7 0.380 Ac - 0.483 Ac /
1
'Wg OS000
INSET •e
-Lie w Q
LINE BEARING DIS i ANCE ' i5
1 S 2343'00"E 25.00 / utlU J 1t4 �V j dif
2 S 44'21'13'E 15.54 csmm
3 S 44:c1'13'E 15.84 r EASEMENT v
4 S 26*15'43"W 13.90 %
S 26'15'43'W 11 49
CERTIFICATE OF REpSTRA11pN/DISCl06URE FOR HOIEOW14ERS ASSOCIATION
5
6
h 73'41'43" W
19.05
/
COVENANT COINRTNOINS ANO RESTRICTIONS BY REGISTER OF D03)G
7
N 73'41'43•W
10.73
NORTH CAROLINA. NM HANO%0 COUNTY
8
S 6l/ 24'12"E
14.88
HOdEONERS AWMATION WAXANT. CONOITW OM, AND RESTMC 04
9
10
s 1 i"! (1•DG'
N W-42 *E
34.88
56.61
FILED FOR REOISRRIAION CO THE DAY OF
AT _ fAAL / P.M) AND DULY KOi M N mm BOOR
11
S 58-W23'W
23.94
AT PAWS
12
S 43'07'24'W
',
16.26
CEffff AM OF
13
N 3-.Q OD"W
38.00
S� OBE --
14
N W156 Js"E
9.19
� i Np x • a

gak
t"
11
.xY �Y •'tea « ;:. ..
"., �. .. •.^xw..�4,-•.tea ..a-. ..a. ��..:;.. .,; ,..,.,e'm-r:_._.,. �. z _ _ ._.. _.. - ,.- - _ ... a.; .,__.>_.,_.,. .. �-_._.. ...._... _._ -«..� _ _ -� .
t J• �...
- - ,' +-?�. :�_ .., , . r : ; a�' ., .,� � 7s ,s?�' yam, a.'"• ,t ;cd ; i €^r ram- ,,Y+� k, • F -.� , � :
. t
-r ... t i^ .....s<ei,a.�F'
L OCA 770A
PLAT OF
CROSSWINDS ,
SECTION 5
A PERFORMANCE PrSIDENTIAL DEVELOPMENT
'o-r4 , ,l MASONBORO TOWNSHIP, NEW HANOVER COUNTY, NORTH CAROLiNA
9 1Y // /
TCOM1110.\ / \ -'-------------- o - / tAp OWNER. 9 do D DEVELOPMENT
P.O. BOX 777
r LOT 2JG
/ o Z ' ` 9g / ''° / / CAROLINA &EACH, N.C. 28428
\ % LOT 234 ? J 30 ,QAry l �'° l , DATE. MARCH 15, 1996
O li `fES $O, / ,
\ / ✓ 3,_5 Mr l / CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG
19393 SF305 0.441 At ,a�.t / hp % �R �� �c J 2 17'4W27' 400.00 124.32 123.32 S28 S 6531Y27E
\o•, •�` /�► `````• 'n 22551 Si ~ idt �� / / / 3 2633'O6' 500.00 231.71 229.64 117.97 N % 3r4f'W
LOT 229 ` /•`� WAS ��� -� ✓ - 0.320 Ac 307 �o j / 4 3.3W3W 230.00 133,12 131.27 69.44 N 87'31'21'W
G SEC710N '4 o ^ Z 12764 SF �7 N \ ` - 80 p� �1 i 6 29'4517' 750.00 127.69 127.53 64 00 S !S
MB 34 PG 102 POND a 0.293 Ac
/� p ti9 7 3'301 2"750.00 45,86 45.85 2294 S 61 SJ 33'E
L07 235 308 co
DRAINAGE AREA/COMMON AREA d `Fsy 14644 SF N h �Op~w % AlJ /
a`�/ r �`� �` ✓ 63261 SF 'y� J (fS4 2 0.341 Ac
1_452 Ac J ; C*� of ro• 309 "d 14727 SF
P/ r11 l b�
8L/L. R 0.338 Ac
THE REAR 20-50 FEET OF LOTS ��� 304�[ y� /Iy �� 310
�� A •, 1, �� 301-305 SHALL REMAIN IN A 13830 SF 'J /1
v14735 SF
/ ,`L r LOT 236 ` NATURAL STATE ry S 0.313 AC \ R ce 0.338 /!e A / �J
LOT 216 �, T - C3B o 0 311
^�> , �� 4 : .� �� • �A�i3j• rr CJ7 c ^ 14743 SF
J O ? hti 303 `�><, c� C4 �� 0.338 Ac w 2 n N �p
12054 SF F - 31
-� ,� �+ 'S)•4
0.277 Ac C.C.M. C.0 M. 2 14751 SF sew
CROSS `. [ i \ y % J y �,J1 G� _ 0.339 Ac of 46 313
SEC7IDN 4 `� ; • �` >r �So _ \ �\ `ro• fq ^ 16'.TS SF
\ �• 1 - i kjp 0.3)rS Ac
MB 34 PC 102 `.\ y°j ?� \SO ° 302 to '1 i 1 \ S k ^����
LOT 217 Ci 6 a , �i Q /
j is o) `�io, +� 0 274 Ac $ 'Lk C.M. ' ��/�'� ?s'f / 04� 314 b^ ,y`' \;' 01
J +��, / `' h� Sir` \ \ ;' 0.403 AC ry,yh� 315
`.\ POND \ 301 �s�F 1436a�sF ^`� 343 00 � �\ ._ / 18919 SarF
LOT 21 kj DRAINAGE AREA/COMMON AREA 13133 SF p, ry
+ \ / 1' !. 0.341 Ac ^ 0.278 SF ryy 0.454 Ac 2' b
�\ h 49833 SF yp 0.30 Ac 0 • +►�p 2 0.278 Ac h 344
1.144 Ac �p61k \ SEE NOTE / �5y + A '1 12160 SF $ h� S �� 08. 1171 1166
c.cM. 0 0.279 Ac
3"1-- 2 h 34j 6, \ 316 2
j11610 9r y 12160 SF
0.267 cc �y 80.00 2 0.279 Ac N 346 4r V \ T C3 �An 0.421 Ac ;
s
12160SF
�o•
N1f•,,�5 °b'w
LOT 232
t LOT 231
LOT 2JJ
FUTURE DE\F_LOPMENT
''�
CERTIFICATE 0' .AM:RACY AND MAPPING n, ' ••• �ti
tras
----------------------------------- `'fTfpF.
M'Y C'9
l GXG A. WAYNE. CERTTHAT THIS MAP WAS DRAWN UNDER M'A DIRECTION SE:
AND S1S'h°'.'l510N FRCN r•R ACTUAL SURVEY MADE UNDER MY SUPERA". TWAT - • EA -
THE ERFiaR OF 0.o5tIR< AS CAS �LA1ED 8Y unnmEs AND DEPARTURES IS L 2�576 '
1:_&I�� 4, Th„T THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BOK REN
THAT THIS 'NAS PREPARED
LINES MAP N ACCORDANCE WiTH G S. 47-30 AS AM`ALSEIED-
WITNESS JY HAND 4140 SEAL THIS AY OF 19 914
_ A Wk'i�;
GREG ok- WAYNE RLS L-2876 a- /I "r+ruruuN
L OKI A. WAYWE. CERIiFY THAT THIS SURVEY CREATES A SUBDIVISION OF LAiD WITHIN
AN ARIA OF NEW HANOVER COUNTY, WHICH HAS AN ORDINANCE TH REGULATES PARCEL',
OF L.RHD- v- - ``'L
GRE A W YNE -2875
w
lf �
MORTE CARDJNA. NEW HANDIER COUNTY . '....�7i'� .�
1. A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID, CERWY THAT
GREG A. WAYNE, A IEGISTiEIED LAND SURVEYOR. PERSONALLY APPEARED BEFORE Yq
YE 1TiIS DAY NO-6CKNOKEll E)ECIi'Ok THE FOREGOING INSTRUMENT.
NOTARY PUBLIC' = z AU at. U
•�
MY COMWSICN ETA �' i, .•''• •..•`"'• �Z
.N'; VEER C•�y,�,
CE*TIi1CA7E OF IIECISIPATION lY REGISM OF DEEDS
----- --------------------- --------------
mom CA# #&% NEW HANOVER
11HE FOKOO 1a4 C>Hl111FICATE GF NOTARY
PUBLIC 0 710 fATIUM THIS
TM
_ DAY 19 AT M_j
OTCCLCCK AND DULY IN MAP B0.i1< -
PAOE
lY
pw
t131 w"IK DF WON"" q� fps 51IRc MR HOMEOMIERS ASSOCIA110111
C0110011ID A"T COIw1*w A1�1Rtl�Cfii0N8 RT 5EAISM OF DEEDS
NORIN CAROtDIA. KW HANOYEE COUNTY
F1 5 As60L8A'IION CDIENANT. OOIpF110115, AND REI N"ONS
Rtm I= Rl01milOW ON 11HE DAY OF
1T - _..-(A.-M / P M.) AND DULY RECORDED II DUD iIOOII
aT PA«a -�..c ----
Wig IV 1k 73
R[CORoEo ANO VERIFIED
MART SUE DOTS
REGISTER OF Ill
NEW HANOVER CO. NC
961i8N 18 RM 9 39
c?s cs 360
F. 80.
2 0.279 Ac
3s6
k+
�p� �ti
�ry��
,z
C.C.M. 0.371 16154 A
a A 0 �Q
2
0. 79 Ac
34$
` t
\r3317
\
N
♦
? �'
sT
0FUTURE
J' C20
t\
EV
DELOPMENT
$ 70 p�
11791
0
2 .T71
SF
Ac
ro M
a "�
,
C CM .
`�C.C-M.T
10145 SF
0.23J Ac �ry0
,p>
318 '
L3S 2 S
row
^
349
ti
11698 SF
69
�4
N
S45..00
2 11380 Ac k
1
\ \
yr� =
0.269 Ac w
c
41�f
TpT�
C
t
^
319
�+'S
C� \
y
IGOM SF
��
0.368 Ae,h
6500
C.C.M.CC.Y.IISSI
FTITURE DEVELOPMENT
2
�40'
N
VF AfTRV.A�
���
C.C,M. /
3, •
CURVE
9
DFLTA
RAOM.,
ARC CHORD TANGENT CHORD aRG
87'50'23'
18.00
27.60
24.97
17.33 S 7010'54W
10
11
13'.0'34'
13'S8'28'
25b.=
20&00
58.64
56.00
58.51
49.88
29.45 N 32'51'00'E
25.12 N 3314'57'E
FUTURE
DEVELOPMENT
� !
12
8259'51'
1&00
26.07
23.85
15.92 N 15'14'13'W
41
13
2 ;'55'
425.00
91.54
91.67
48.10 S 5032'41'E
/
14
14*1'1'44'
475.00
117.41
117.11
59.01 N 5126'OP'W
OF RIGHT OF WAY
SHOW
SHOWN H19K REVISES RIGHT
15
16
2*38*41"
238'41'
475,00
47_.00
2a0.791.92
21.92
80.69
21.92
40.49 N 63 4 W W
10.96 N 6934•S9'W
4J
/
OF WAY SHOW ON MAP BOOK
17
11-04'29'
905.00
39.62
39.56
19.87 N 7678'46'W
34 PAGE In
18
50'48'O7'
;405.00
181.59
175.71
97.24 S 7236'26W
19
112'10'57'
18.00
35.24
29.88
26.78 S 08"51'36'E
/
20
4 27.08'
725.00
5b 34
w 32
28.18 S 5710'38'E
LINE
BEARfNG DISTANCE
CERVICAX OF OISCL06UNE FOR PRIVATE DEVELOPEYENTS
21
22
111
701/'46'
17&00
I&OD
94.20
22.09
94J4
20.73
47.16 S 68'S8'17'E
12AS S 027S45'1I
1
2
N 14106.10'W 24,73
S 447113E 1544
/
1 (YO) 1NAT NEITHER T14E STAW NOR THE COUNTY
N07M
27
26
10311't 7'
MOD
33.42
2IL21
27-71 N 0471*41111
3
N 2i1 41.05
/
SHALL FOR MAINTENANCE OF ANY SINEEI PARKS
IN MnW AN NOS AVO OECEINER OF IMA
?•
53417'
712r37r
775,OR
723A00
78.35
91.24
M33
Ill
37.71 S 53" 1! f
4&68 S 53'S011ft
4
5
S 34.1
7231
s 918E
DRAINAGE OPEN SPACE OR 00-2 AW -0 *9CH ARE DEMNATED
FOR PRIVATE USE. 1 (WE) AM . kll THAT PRIOR 70 CONTRACT-
14,10 ACRES TOTAL
AIE'A COM IM BY CGOO MMM Mill
30
?S10'23'
taco
23 as
21.96
2t.96
1319 N 14:1'o4'E
1&87
8
s rW DR00
MOD
NO WIN A PR_Q_wKwE 80T, I SHALL GIVE THE BUYER A WR'1TEN
11 W St AT ALL =1111A6 MEW liOlfM OIN131I E.
3h
111'1OW
2111
47.21
7.2153M
7.14
S 543iiO4"
7
N 4l'<4'LS"16 Soll
'
STAiENENT III Dill- i'- - EXISTANCE AND LOCATION OF
SUCH PWIVAX AREAS AND V '•Few+ IVw_ MAINTENANCE RESl
FOR 1 3F[ &A R#4i-1100. DAL 1359-073, D,E i300-1J71.
ALL SHMN AIE PtA11W AND 40r W MAIL
32
33
31111901112-C
.If
bO•pp
MOD
80.00
67,J9
$7.38
65 38
27.M S 03'32'ti'E
SS 82 S 38"19 ilrE
l
f
s 5�11i 5l/1
391311
S 5t'111111 1Y 23.41
/
S111111 S FOR SAYE. WHEN ri''t► THE STATEMENT SHALL
ALL WrAARAiEB ARE NOWPOAL
34
3515'3Y
4a46
25,42 S H'04b9'W
t0
s 'W 21.7T
DISCLOSE THAT THE STREETS MO. h TE CONSTRUCTED 'r1C
ALL 1AIDICS ARE M40WW (PVF iAIW Ml 1I PACE 74,1;
35
5531'3r
Ill
77.53
74.53
42.11 N 5332'I"
11
S 41'34'03'11 23.47
/
MWMliAI sTANDMOS SUFFICIENT 7 C'Y THEIR INCLUSION CM
GC,IR a Cpy�•E CONIM I II
36
20'30'36'
MOD
2a64
2a49
14.47 N 1II31'0191
12
S 461111 43.15
114E STATE i61piW:�Y SYSTEM FOR Ya-,IYEMANCE.
A 10• W Ill CPD UNUTY' EA300fT IS NEst:1MW ALONG
37
1431'Or
258.00
$4.61
64.44
u46 N 76.47'07'p
13
3 4l'34.29'M 3LU
/
I E FRONT OF ALL I= AND MANIlI ALL Pi X RIMS
30
M04'
256.00
2.6o
2.60
1.30 N 71'14'04'0
14
S 1019r48'W 74.47
��
2O1IiMC 11-15
29 LOTS TOTAL Ai 1M13
30
40
111
612'OI'
52LOO
32LOO
5/.60
75,14
SC77
75.08
211.43 N 67.49'n*W
37.63 N GOW24'11111
13
16
s 03'4." W 24.25
S 0343'll'91 57.11
f
41
731r27'
52LOO
70.01
Ii.96
35,04 N 5111
17
S 069334'E t03.05
,
4F.
430'43'
52LOO
41.34
41.33
20.00 N W31'36'W
i6
N 2611'1WE 32.04
DATE ]OIIATtAE - --
43
T49'11'
375600
25.00
MOO
1250 S 46'1s' 40
19
N 441211r* IS."
44
trAW04'
375AD
IO.ti
69.16
4IL27 s 35113`75'E
20
s 7051y5"E 21.34
48
-'3r25'
375a0D
25,90
MOD
1295 S 63`11111 'E
2t
evioNn so
! 11
23
N 4715iiQ!'E 2111
24
N l61S'43'E I&*
CRFRiCA TiTE Of OIJCEOIUIE - H11W HHAN@`�c71 COUNTY FLOOD PI ` N MANAGEMDI7
26
l0'l0'35"ti
S Baas
eft E N err
2l N Aw-M 431< 11.48
061/fiCf4lt OF0MMK11EIP. OEDICA710M. AND JUIWOICTION 27 N 44'21'11'iG 15.i4
(tom H@ /Y C 71iY VAT I AM (ME AMC FE 0W%LkS OF TH 9 Tr _ I HW=Y 4211 IPY THAT PR+dt TO ANY R 1REl1ENT 011 ANY COIF- 26 N 'S'i 1'�'E IL44
1111! A tIE du t, H 11U11�!! �1JIVu siBll AMD 3 .r
AM 1 � VA01 _ :L''E1#Y n,"py : e:- - -- - - 29 S 4i34"29'W to
- - - 1"_Tv T tEAI ESTA� 11Ei3E _, N A STATT - >,r
_-- G 1€ -- vtOP05EiH SUBOIVISEIt fir^1ST1tUCA0N STANDARDS 30 N 75l3Q'S0'E 25OJ {
Ol � t11iH MY (Ot�FH�-- llFlEf - -- MRRif F1RCY RW A�WiIftEIY Di9L3.05C:S TNAf �T � AL ESTA'tL •�- -
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31 N 36'36"5O'C 28.00 -
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