HomeMy WebLinkAboutDraft Final PlatCINITY MAP
N.T.S.
CERTIFICATE OF APPROVAL BY THE CAPE FEAR PUBLIC UTILITY AUTHORITY
I, REVIEW OFFICER FOR CAPE FEAR PUBLIC UTILITY
AUTHORITY, NEW HANOVER COUNTY, NORTH CAROLINA, CERTIFY THAT THE MAP OR PLAT TO
WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL THE AUTHORITY'S STANDARDS AND
REQUIREMENTS FOR THE PUBLIC UTILITIES AS SET FORTH BY ORDINANCES. WITH THE
RECORDATION OF THIS PLAT, THE CAPE FEAR PUBLIC UTILITY AUTHORITY ACCEPTS THE
OWNERS'S OFFER OF DEDICATION FOR THE PUBLIC WATER AND/OR SEWER PURPOSES ALL
EASEMENTS, COMMON AREAS, AND/OR RIGHTS OF WAY SHOWN ON THE PLAT AS DEDICATED
FOR PUBLIC UTILITY PURPOSES. APPROVAL OF THIS PLAT DOES NOT GUARANTEE THE
AVAILABILITY OF WATER AND SEWER SERVICES FROM THE CAPE FEAR PUBLIC UTILITY
AUTHORITY.
CAPE FEAR PUBLIC UTILITY AUTHORITY
l REVIEW OFFICER DATE
CERTIFICATE OF ACCURACY & MAPPING
I, THE UNDERSIGNED, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION DEED DESCRIPTION RECORDED IN BOOK 6339, PAGE 478,
ETC.; THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS SHOWN; THAT THE RATIO
OF PRECISION, AS CALCULATED, IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL
THIS 18TH DAY OF JULY, A.D. 2022.
I HEREBY CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A
TES PARCELS OF LAND.
PRELIMINARY
NOT FORRECORDINGOR CONVEYANCE -
GENERAL NOTES
1. THIS IS A SUBDIVISION PLAT.
2. BEARINGS FOR THIS MAP REFERENCED TO NC GRID NAD83 (2011).
3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
4. UNITS ARE U.S. SURVEY FEET UNLESS OTHERWISE NOTED.
5. AREA BY COORDINATE GEOMETRY.
6. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEFIT OF A TITLE REPORT. THIS SURVEY
SUBJECT TO ANY FACTS AND EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE
TITLE SEARCH.
7. FLOOD NOTE: AS DETERMINED BY GRAPHIC PLOTTING, THIS PROPERTY APPEARS TO BE LOCATED IN
A FLOOD HAZARD ZONE "X" (MINIMAL FLOOD RISK) PER FEMA FLOOD INSURANCE RATE MAP
#372031690OK, EFFECTIVE DATE: AUGUST 28, 2018.
8. COUNTY PARCEL ID's: #R03700-004-328-000 AND #R03700-004-190-000.
9. TOTAL PLATTED AREA: 5.12 ACRES.
-NEW RESIDENTIAL LOTS: 3.84 ACRES.
-NEW RIGHT OF WAY: 0.85 ACRES.
-NEW OPEN SPACE: 1.12 ACRES.
10. MAP & DEED REFERENCES PER NEW HANOVER COUNTY REGISTRY: DEED BOOK 6393, PAGE 478;
MAP BOOK 70, PAGE 41-43, AND OTHERS THAT MAY BE SHOWN ON THIS MAP.
11. #4 REBAR SET AT ALL NEW PROPERTY CORNERS UNLESS OTHERWISE SPECIFIED.
12. ALL PUBLIC DRAINAGE EASEMENTS MUST REMAIN FREE OF OBSTRUCTIONS INCLUDING FENCES.
13. THE DEVELOPER OR HOA IS RESPONSIBLE FOR THE MAINTENANCE OF OPEN SPACE AREAS, PUBLIC
DRAINAGE EASEMENTS, AND THE STORM WATER SYSTEM.
14. ALL COMMON AREAS SHOWN ARE ALSO PUBLIC DRAINAGE EASEMENTS.
15. ALL MAINTENANCE OF THE PUBLIC DRAINAGE EASEMENTS BEYOND THE DEDICATED RIGHT OF WAY
PIPED OR OPEN DITCH SHALL BE THE RESPONSIBILITY OF THE DEVELOPER(S) AND/OR THE
PROPERTY OWNERS.
16. HOA SHALL MAINTAIN MAINTENANCE RESPONSIBILITY OF SIDEWALKS. ALL SIDEWALKS SHALL MEET
THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT".
17. A STANDARD NCDOT 10' x 70' SIGHT TRIANGLE IS LOCATED ON EACH SIDE OF INTERSECTING
STREETS AT ALL INTERSECTIONS.
18. ENTIRE DEVELOPMENT WILL HAVE 1.1 MILE/6' WIDE WALKING TRAIL.
19. ACTIVE OPEN SPACE AND PUBLIC DRAINAGE EASEMENTS AND THE RIGHT-OF-WAY OF WINDING
CREEK CIRCLE SHOWN ON THE SOUTH SIDE OF WATERSTONE DRIVE ON WATERSTONE - PHASE 3
AS RECORDED IN MAP BOOK 70, PAGE 41-43 TO BE RECOMBINED INTO WATERSTONE - PHASE B.
SYMBOL LEGEND:
• EIP EXISTING IRON PIPE 0 IRON REBAR PIPE SET
• EIR EXISTING IRON ROD ❑ CONCRETE MONUMENT SET
■ ECM EXISTING CONCRETE MONUMENT COMPUTED POINT
LINETYPE LEGEND:
NEW LOT LINE
- - - - - - - -
- - - EXISTING LOT LINE HEREBY ABANDONED
-
- ADJOINER LINE
-----------------
RIGHT-OF-WAY LINE
- -
CENTER LINE OF RIGHT-OF-WAY
- - - - - - -
- - PUBLIC EASEMENT LINE
ABBREVIATIONS:
EIP EXISTING IRON PIPE
ECM EXISTING CONCRETE MONUMENT
EIR EXISTING IRON ROD
(TYP) TYPICAL
CMS CONCRETE MONUMENT SET
OPEN SPACE DATA
PHASE 1-SECTION 1
ACTIVE: 0.58 ACRES
PASSIVE: 0.00 ACRES
PHASE 1-SECTION 2
ACTIVE: 2.85 ACRES
PASSIVE: 11.76 ACRES
PHASE 2
ACTIVE: 0.93 ACRES
PASSIVE: 20.61 ACRES
PHASE 3
ACTIVE: 0.24 ACRES
PASSIVE: 6.94 ACRES
PHASE B
ACTIVE: 1.12 ACRES
PASSIVE: 0.00 ACRES
CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPMENTS
I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY SHALL BE RESPONSIBLE FOR
MAINTENANCE OF ANY STREETS, PARKS, DRAINAGE, OPEN SPACE OR OTHER AREAS WHICH ARE DESIGNATED
FOR PRIVATE USE. I (WE) ACKNOWLEDGE THAT PRIOR TO CONTRACTING WITH A PROSPECTIVE BUYER, I SHALL
GIVE THE BUYER A WRITTEN STATEMENT WHICH DISCLOSES THE EXISTENCE AND LOCATION OF SUCH PRIVATE
AREAS AND SPECIFIES THE MAINTENANCE RESPONSIBILITIES FOR SAME. WHEN APPLICABLE.
SIGNATURE OF OWNER: MCCLAMMY FARMS, LLC, MANAGER DATE
\FORMER BOUNDARY LINE OF
WATERSTONE - PHASE 3
(M.B. 70, PG. 41-43)
\ HEREBY ABANDONED
L
y
\ \
ACTIVE OPEN SPACE AND
/ PUBLIC DRAINAGE EASEMENT
y i
i
i
CERTIFICATE OF OWNERSHIP AND DEDICATION
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY SHOWN
AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN OF SUBDIVISION
WITH MY (OUR) OWN FREE CONSENT, AND DEDICATE ALL STREETS, ALLEYS, WALKS,
PARKS, CONSERVATION SPACE AND OTHER AREAS TO PUBLIC OR PRIVATE USE AS NOTED.
ALL ROADS AND DRAINAGE EASEMENTS ARE DEDICATED FOR PUBLIC UTILITY PURPOSES.
FURTHER, I (WE) CERTIFY THE LAND AS SHOWN HEREON IS LOCATED WITHIN THE PLATTING
JURISDICTION OF NEW HANOVER COUNTY, NORTH CAROLINA.
SIGNATURE OF OWNER: MCCLAMMY FARMS, LLC, MANAGER DATE
l PRINTED NAME
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
240
CERTIFICATE OF STORM WATER PONDS
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PUBLIC EASEMENT(S)
SHOWN AND DESCRIBED HEREON WHICH IS FOR THE PURPOSE OF STORM WATER
DETENTION AND THAT PUBLIC EASEMENT WILL BE MAINTAINED BY THE OWNERS, HIS HEIRS
OR ASSIGNS, FOR THAT PURPOSE AT NO EXPENSE TO THE DEPARTMENT OF
TRANSPORTATION. ALSO I WILL BE RESPONSIBLE FOR COMPLETELY DRAINING THE STORM
WATER DETENTION POND(S) TO FACILITATE MAINTENANCE WITHIN THE PUBLIC
RIGHT-OF-WAY.
SIGNATURE OF OWNER: MCCLAMMY FARMS, LLC, MANAGER DATE
PRINTED NAME
\
\
\
BOO
HELEN G�
MCCLAMMY \
MCCRARYvv
d `
\
\
\
ANDREA FITZPATRICK \
AND JOHN ROBERTSON \
\
\
\
\
\
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0
M
0
a \
HAR-STE INVESTMENTS
CERTIFICATE OF DISCLOSURE - NEW HANOVER COUNTY FLOOD PLAIN
MANAGEMENT
I (WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT OR ANY CONVEYANCE
WITH A PROSPECTIVE BUYER, I (WE) SHALL PREPARE AND SIGN, AND THE BUYER OF THE
SUBJECT REAL ESTATE SHALL RECEIVE AND SIGN, A STATEMENT WHICH FULLY AND
ACCURATELY DISCLOSES THAT THE SUBJECT REAL ESTATE, OR A PORTION OF THE SUBJECT
REAL ESTATE, IS LOCATED WITHIN A FLOOD HAZARD AREA AND THAT THE BUYER MUST
SATISFY THE REQUIREMENTS OF THE NEW HANOVER COUNTY FLOOD PLAIN MANAGEMENT
REGULATIONS PRIOR TO THE ISSUANCE OF CONSTRUCTION PERMITS.
SIGNATURE OF OWNER: MCCLAMMY FARMS, LLC, MANAGER DATE
CERTIFICATE OF REGISTRATION BY THE REGISTER OF DEEDS
FILED FOR REGISTRATION ON THE DAY OF
AND DULY RECORDED IN MAP BOOK AT PAGE
INSTRUMENT NUMBER:
REGISTER OF DEEDS:
BY:
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROPOSED SUBDIVISION ROAD
CONSTRUCTION STANDARDS CERTIFICATION
APPROVED:
DISTRICT ENGINEER
DATE:
AT AM/PM,
NCDOT SIDEWALK STATEMENT
NCDOT WILL ALLOW SIDEWALK BY ENCROACHMENT AND WILL NOT ACCEPT
RESPONSIBILITY FOR MAINTENANCE. MAINTENANCE RESPONSIBILITIES OF SIDEWALKS
SHALL BE THAT OF OWNERS, HOA OR ASSIGNS. ALL SIDEWALKS SHALL MEET
REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT.
CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNER'S ASSOCIATION
COVENANTS, CONDITIONS AND RESTRICTIONS BY REGISTER OF DEEDS
NORTH CAROLINA NEW HANOVER COUNTY
HOMEOWNER'S ASSOCIATION COVENANTS, CONDITIONS AND RESTRICTIONS FILED FOR
REGISTRATION ON THE AND DULY RECORDED IN
DEED BOOK AT PAGE
REGISTER OF DEEDS
CERTIFICATE DISCLAIMING WATER/SEWER SUITABILITY & AVAILABILITY
NOTWITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS PLAT, LOTS SHOWN ON
SAID PLAT MAY NOT RECEIVE HEALTH DEPARTMENT APPROVAL FOR ON SITE SEWAGE
DISPOSAL SYSTEMS, NOR FOR INDIVIDUAL WATER SUPPLY SYSTEMS, NOR DOES SUCH
APPROVAL GUARANTEE THE AVAILABILITY OF WATER OR SEWER SERVICES FROM THE
CAPE FEAR PUBLIC UTILITY AUTHORITY.
CERTIFICATE OF REVIEW OFFICER
REVIEW OFFICER OF NEW HANOVER COUNTY, CERTIFY THAT THE
MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS
ALL STATUTORY REQUIREMENTS FOR RECORDING.
l REVIEW OFFICER DATE
CERTIFICATE OF COUNTY ENGINEER
WITH THIS RECORDATION NEW HANOVER COUNTY ACCEPTS THE
DEDICATION FOR STORMWATER AND EASEMENTS.
l COUNTY ENGINEER DATE
CERTIFICATE OF APPROVAL OF THE NEW HANOVER
COUNTY PLANNING DEPARTMENT.
l PLANNING DIRECTOR DATE
JOB NO:
21-1132
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WATERSTONE DRIVE - - - - - - _ _ _ >-
40' PUBLIC RIGHT-OF-WAY - - -
- _ (M.B. 70, PG. 41-43)
10' PUBLIC UTILITY EASEMENT N 28'33'16" W - _ _ I Q
- - M.B. 70, PG. 42 20.00' (TIE) TRIANGLE (TYP) - � - � -
- EIR EIR EIR
N 61°48'29" E 523.08' (TOTAL) EIR 10' PUBLIC UTILITY EASEMENT 10 x 70' SIGHT
C17 M.B. 70, PG. 42 TRIANGLE (TYP)
EIR 59.05' 60.00' 60.00' 35.00' 45'00' C/, r�5
55.38' 75.70' 80.58' --� C'� r.,�---------------------- 07.21' EIR 0I �ACTIVE OPEN SPACE AND PUBLIC DRAINAGE w � 9,175 S.F. - 0.21 AC.EASEMENTS 61°52'38" W 245.94(TlE) - - - - -EIR 20_00' `�' 20_00' _ - - _ _ - - _-S 61'52'38" W_ 245.94' (TlE) _ ,�, EIPACTIVE OPEN SPACE AND EIP (HEREBY ABANDONED) 2.61' EIR S 61'52'38" W (HEREBY ABANDONED) ^ ; - - - - - - - - - - -S 65*04'08" W 19714' (TIE) "' `"
PUBLIC DRAINAGE EASEMENT / °° N
40.00 (TIE) ACTIVE OPEN SPACE AND N (HEREBY ABANDONED "'
FORMERLY A PART OF / I HEREBY ABANDONED I PUBLIC DRAINAGE EASEMENT "' ) - - - EIP
WATERSTONE - PHASE 3 FORMERLY A PART OF
M.B. 70, PG. 41-43 / 1 I C/) WATERSTONE - PHASE 3
HEREBY A PART OF rQ cn S 23'35'47" E I
M.B. 70, PG. 41-43 �
- PHASE B WATERSTONE
/ I I 0o N HEREBY A PART OF S 64°59'15" w 205.11' 16.46' I z
LOT 148 N LOT 149 N LOT 150 LOT 164 LOT 165 N - WATERSTONE -PHASE Bmmm
w 7,640 S.F. C147,637 S.F. , 7,501 S.F. I I 10,033 S.F. m 9,601 S.F. a; U
/ J 0.18 AC. - 0.18 AC. 0.17 AC. I I 0.23 AC. 0.22 AC. `D m LOT 166 N -1
/to 91 11,610 S.F. Q J o 0')4 I 00 0.27 AC. I N 0')
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.z C9 N N 61'45'08" E 180.00' TOTAL113"' `" N 0 0 o- Q O O=
/ L,,, (TOTAL) �, 79.74' 75.70'
2 °O
/ rn o 60.00' j 60.00' � 60.00' cA N 61'45'08" E 155,44' (TOTAL) o f U) U
L I
00
CD
CD
42 ACTIVE OPEN SPACE AND a, w W 74.42'
o I S 65*02'' a / \ / I 35
PUBLIC DRAINAGE EASEMENT o I --N m LOT 163
y 39,854 S.F. o o NEW --I°q
10N 10,346 S.F. a
I n n ' PUBLIC UTILITY I n u! 0.24 AC. I EIP
C^ 0.91 AC. v r r I Co� �� / EASEMENT (TYPICAL) � I
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� `�� EIR I o I�� N 61'26'44" E 147.63' i r,
/ ►.rl I z
LOT 153 �, LOT 152 LOT 151Cn
I f b I ► 0
/ 9,644 S.F. 9,854 S.F. 9,717 S.F. C Z I A
0.22 AC. `" 0.23 AC. 0.22 AC. J r n
/ `�
I � N
110'WPUBLIC UTILITY I I LOT 162 o� Ln I I
- EASEMENT (TYPICAL) �j o I 9,671 S.F. Co
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43 / \ I y a, 0.22 AC. _� Q
/x� �•, I `�
1 \ I I $ o ANDREA FITZPATRICK AND JOHN ROBERTSON
D.B. 6065, PG. 598
\ r o I N 61'26'44" E 136.80' co
I V J
I
N81'00'41"E C14
15.08' M C15 C16 �201
0' 35.01' ^ I I o
\ N 61'26'44" E S 61°25'29" W 55.02' (TOTAL) m I LOT 161 - Lu <
\ 54.00' (TIE) _ S 8g. o 8,936 S.F. CD
CD
c'
GRAND HARVEST COURT 5�46 (n9�F I 0.21 AC. Z�
00
50' PUBLIC RIGHT-OF-WAY Fj I I I N Z
S 61°25'29'_W 100.00' - I m
n� tiN� 5.62' N
30' PUBLIC `v 9 �� yL� �F� I N 61°26'44" E 126.84' ¢ Z
UTILITY EASEMENT �3 H 34.94' b\ �g l I m � o
M.B. 71, PG. 187 �810041" F Tq�J ' C9 C8 C7 S 61'25'29" W 54.98' (TOTAL) I I �/ , Lv w w
o s C6 17.99' 36.99' I I I U) N o
Z \� C18 � C10 cR I I Q _
N10°50'15"E ---- _ I = a
\ NEW - - I LOT 160 HAR-STE INVESTMENTS W 0- ILL!
w
� 10.00' / 8 618 S.F. o D.B. 6097, PG. 206 z z
15' PUBLIC UTILITY po
44 "' EASEMENT o I 0.20 AC. o Q
w `n31 I �
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^� 0q. LOT 154 w °' � LOT 158 I I N 61°26'44" E 126.62' I �
LOT 155 LOT 156 LOT 157 I o
7,663 S.F. 7,664 S.F. Lt "' 7,477 S.F. m 7,521 S.F. 7,613 S.F. I N b I z
0.18 AC. 0.18 AC. 0.17 AC. 0.17 AC. m 0.17 AC. C4 I I
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LOT 159
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8,445 S.F.
\
10' PUBLIC UTILITY
I J 0.19 AC. w
EASEMENT (TYPICAL)
10' NEW
15'-� 15' PUBLIC UTILITY
EASEMENT
45
\
51.53'
60.00' 60.00'
58.00' 60.05' 61.95'
20.00' 20.00' 126.41'
EIR
S 61'25'29" W 517.94' (TOTAL)
W
\
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HAR-STE INVESTMENTS
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D.B. 6097, PG. 206
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GRAPHIC SCALE
/
30
0 15 30 60
120
/
( IN FEET )
1 inch = 30 ft.
CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
DELTA ANGLE
C1
25.00'
39.27'
S 73'33'18" E
35.36'
89°59'57.45"
C2
25.00'
39.27'
S 16'48'29" W
35.36'
89°59'55.29"
C3
25.00'
39.26'
S 16'26'06" W
35.35'
89'58'45.31"
C4
25.00'
39.28'
S 73'33'54" E
35.36'
90*01'14.69"
C5
658.52'
167.80'
S 68'43'29" W
167.35'
14'36'00.09"
C6
683.52'
42.04'
S 63'11'11" W
42.03'
3'31'24.91"
C7
683.52'
58.33'
S 67'23'35" W
58.31'
4'53'22.71"
C8
683.52'
8.46'
S 70*11'33" W
8.46'
0'42'33.67"
C9
35.00'
27.45'
S 48'04'52" W
26.75'
44°55'56.06"
C10
54.00'
27.76'
S 40'20'26" W
27.45'
29°27'03.73"
C11
54.00'
1 90.84'
N 76'44'39" W
80.50'
96°22'45.73"
C12
54.00'
140.68'
N 46'04'34" E
104.14'
149*15'40.47"
C13
35.00'
25.54'
S 8011'54" E
24.98'
41'48'37.04"
C14
35.00'
5.42'
N 74°27'35" E
5.42'
8°52'25.00"
C15
633.52'
55.05'
N 67'32'00" E
55.03'
4'58'44.08"
C16
633.52'
40.02'
N 63'14'04" E
40.01'
3'37'09.02"
C17
780.00'
117.10'
N 57'30'26" E
116.99'
8°36'06.29"
C18
54.00'
1 43.13'
S 77'56'59" W
42.00'
45'46'01.79"
C19
54.00'
34.08'
N 61'05'03" W
33.52'
36°09'54.60"
C20
54.00'
1 13.62'
N 35°46'41" W
13.58'
14°26'49.34"
Lo
U
SYMBOL LEGEND:
• EIP EXISTING IRON PIPE
0 IRON REBAR PIPE SET
? N
�z Lo
• EIR EXISTING IRON ROD
❑ CONCRETE MONUMENT SET
Z L CD
■ ECM EXISTING CONCRETE MONUMENT
COMPUTED POINT
O uj
Q z
H= Q
U
LINETYPE LEGEND:
'
NEW LOT LINE
o Q
� U
EXISTING LOT LINE HEREBY ABANDONEDrL
Z m Uz
- -
ADJOINER LINE
°
--- --- --- -
RIGHT-OF-WAY LINE
O U z =
V 0 `6 w
- -
CENTER LINE OF RIGHT-OF-WAY
06 z
10-
rrnn J �
- - - - - - - - -
PUBLIC EASEMENT LINE
V 3
Zw o
~ N o
O N
WQ�
W Q N =
ABBREVIATIONS:
x
ZU>
EIP EXISTING IRON PIPE ECM
EXISTING CONCRETE MONUMENT
- a
o
U
EIR EXISTING IRON ROD (TYP)
TYPICAL
Z w Q
J
CMS CONCRETE MONUMENT SET
=
Wwz
p
JOB NO:
H o
21-1132
N