HomeMy WebLinkAboutSunset Reach 4-11-22MAP OF DIVISION
Sunset Reach d
Phase I - A Performance Residentail Development
CAPE FEAR TOWNSHIPE NEW HANOVER COUNTY, NORTH CAROLINA
OWNER: HOOSIER DADDY, LLC
8620 RIVER ROAD
WILMINGTON, N.C.
DA TE: MARCH 29, 2022
TAX PARCEL No. R02400-002-010-000
Sheet 1 of 2
CERTIFICATE OF ACCURACY AND MAPPING
\A CAROB''%
SEAL -
L-3391
0
I, JONATHAN L. WAYNE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
AS NOTED HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED
AS DRAWN FROM INFORMATION FOUND AS NOTED HEREON; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1: 20,000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER
AND SEAL THIS DAY OF 2022. A.D.
JONATHAN L. WAYNE PLS L-3391
THIS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN
THE SUBDIVISION AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE THAT REGULATES PARCELS OF LAND.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
DAY OF A.D.,
JONATHAN L. WAYNE PLS L-3391
PRIVATE ROADS CERTIFICATION
I (WE) HERBY CERTIFY THAT ALL PRIVATE ROADS AS DEPICTED ON SUBDIVISION PLAT SCOTTS HILL
MEDICAL PARK SECTION ONE HAVE BEEN DESIGNED, INSTALLED, INSPECTED, AND APPROVED IN
ACCORDANCE WITH SECTION 52-4 OF THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE AND
ALL APPLICABLE NEW HANOVER COUNTY CODES PRIOR TO FINAL PLAT APPROVAL FOR ALL OR
A PORTION OF THE SUBDIVISION.
BY CERTIFYING THE CONSTRUCTION OF THESE ROADS AS PRIVATE, THERE ARE NO GUARANTEES
OR ASSURANCES OF ACCEPTANCE OF SAID ROADS BY THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION.
CAI �:ir►�1 ail LZ�7��7��i]►�G►��[���:�
DATE
COUNTY ENGINEER CERTIFICATE
WITH THE RECORDATION, NEW HANOVER COUNTY ACCEPTS THE DEDICATION FOR STORMWATER AND EASEMENTS.
COUNTY ENGINEER
CERTIFICATE DISCLAIMING WATER\SEWER SUITABILITY
DATE
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.
CAPE FEAR PUBLIC UTILITY AUTHORITY
I, REVIEW OFFICER FOR THE CAPE FEAR PUBLIC UTILITY
AUTHORITY, NEW HANOVER COUNTY, NORTH CAROLINA, CERTIFY THAT THE MAP OR PLAT
WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL AUTHORITY STANDARDS AND REQUIREMENTS
AS SET FORTH BY ORDINANCES, WITH REGARDS TO UTILITY SERVICES AND EASEMENTS. WITH
THIS RECORDATION, THE CAPE FEAR PUBLIC UTILITY AUTHORITY ACCEPTS THE OWNER'S
DEDICATION FOR PUBLIC WATER AND/OR SEWER PURPOSES.
REVIEW OFFICER
SURVEY REFERENCE
BOOK 5776 PAGE 879
BOOK 5654 PAGE 2846
MAP BOOK 49 PAGE 248
AREA CALCULATIONS
TOTAL AREA PHASE 1 - 26.80 ACRES
TOTAL OPEN SPACE - 10.12 ACRES
NOTES
1. AREA COMPUTED BY COORDINATE METHOD
2. ALL DISTANCES ARE HORIZONTAL
3. FOR REFERENCE SEE AS NOTED
4. SURVEYED MARCH - APRIL 2022
5. IRONS AT ALL CORNERS UNLESS OTHERWISE NOTED
6. 26.80 ACRES TOTAL AREA
7. COMBINED GRID FACTOR 1.00000854
LEGEND
E.I.P.
= EXISTING IRON PIPE
E.I. =
EXISTING IRON
E.C.M. =
EXISTING CONCRETE MONUMENT
R\W =
RIGHT OF WAY
C.P. =
COMPUTED POINT
PROPERTY LINE
CENTERLINE
EASEMENT\COMPUTED PROPERTY LINE
SETBACK
® MAGNETIC NAIL SET
TI TLE
DA TE
CERTIFICATE OF DISCLOSURE: PRIVATE ROADS
1 (WE) THE DEVELOPERS OF SCOTTS HILL MEDICAL PARK
SUBDIVISION LOCATED IN THE UNINCORPORATED AREA OF NEW
HANOVER COUNTY UNDERSTAND THAT THE ROADS IN SAID SUBDIVISION
ARE DESIGNATED PRIVATE. I UNDERSTAND THAT OWNERSHIP AND
MAINTENANCE OF THE ROADS WILL BE THE RESPONSIBILITY OF THE
DEVELOPER UNTIL SUCH TIME THAT THE DEVELOPER DESIGNATES THE
RESPONSIBILITY TO THE PROPERTY OWNERS ASSOCIATION. RESPONSIBILITIES
MUST BE ACCEPTED BY THE HOMEOWNERS ASSOCIATION AS SPECIFIED IN
THE HOMEOWNERS COVENANTS FOR SAID SUBDIVISION. THE PRIVATE
ROADS IN SAID SUBDIVISION ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH SECTION 52-4 OF THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE
AND ALL APPLICABLE COUNTY CODES WHICH INCLUDES DESIGN, INSTALLATION,
INSPECTION, AND APPROVAL BY A LICENSED PROFESSIONAL ENGINEER (PE)
RECOGNIZED IN THE STATE OF NORTH CAROLINA PRIOR TO FINAL PLAT
APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION. IF ALL OR A
PORTION OF THE ROAD INFRASTRUCTURE SYSTEM WITHIN THE SUBDIVISION
IS BONDED THROUGH A SURETY, PERFORMANCE BOND, OR CASH ESCROW,
NO BOND SHALL BE RELEASED UNTIL ALL ROAD CONSTRUCTION IMPROVEMENTS
ARE COMPLETE AND CERTIFIED BY THE PROFESSIONAL ENGINEER.
IT SHALL BE DISCLOSED TO THE PROSPECTIVE BUYER OF A LOT OR LOTS
WITHIN THE SUBDIVISION THAT ROAD MAINTENANCE SHALL RUN THROUGH
THE PROPERTY OWNERS ASSOCIATION IN PERPETUITY AFTER ACCEPTANCE
FROM THE DEVELOPER UNTIL SUCH TIME THE ROADS ARE RE -PLATTED AS
PUBLICLY DESIGNATED ROADS AND TAKEN OVER FOR MAINTENANCE
THROUGH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
OR APPROPRIATE GOVERNING AUTHORITY.
DEVELOPER'S NAME
DA TE
CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPEMENTS
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 CONTRACT-
ING WITH A PROSPECTIVE BUYER, I SHALL GIVE THE BUYER A WRITTEN
STATEMENT WHICH DISCLOSES THE EXISTANCE AND LOCATION OF
SUCH PRIVATE AREAS AND SPECIFIES THE MAINTENANCE RESPON-
SIBILITIES FOR SAME. WHEN APPLICABLE, THE STATEMENT SHALL
DISCLOSE THAT THE STREETS WILL NOT BE CONSTRUCTED TO
MINIMUM STANDARDS SUFFICIENT TO ALLOW THEIR INCLUSION ON
THE STATE HIGHWAY SYSTEM FOR MAINTENANCE.
DATE
SI GNATURE
CERTIFICATE OF OWNERSHIP, DEDICATION, AND JURISDICTION
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS(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 SHOWN AND DRAINAGE
EASEMENTS ARE DEDICATED FOR PUBLIC UTILITY PURPOSES. FURTHER,
1 (WE) CERTIFY THE LAND AS SHOWN HEREON IS LOCATED WITHING
THE SUBDIVISION JURISDICTION OF NEW HANOVER COUNTY.
DATE SIGNATURE
CERTIFICATE OF DISCLOSURE - NEW HANOVER COUNTY FLOOD PLAN 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 THE BUYER MUST SATISFY
THE REQUIREMENTS OF THE NEW HANOVER COUNTY FLOOD PLAIN MANAGMENT REGULATIONS
PRIOR TO THE ISSUANCE OF CONSTRUCTION PERMITS.
DATE
SIGNATURE
Preliminary 414122
CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNERS ASSOCIATION COVENANTS, CONDITIONS
AND RESTRICTIONS BY REGISTER OF DEEDS
NORTH CAROLINA NEW HANOVER COUNTY
HOMEOWNERS ASSOCIATION COVENANTS, CONDITIONS AND RESTRICTIONS FILED FOR REGISTRATION ON
THE DAY OF AT (A.M./P.M.) AND DULY RECORDED IN
DEED BOOK AT PAGE
REGISTER OF DEEDS
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
NORTH CAROLINA COUNTY
THE FOREGOING CERTIFICATE OF NOTARY PUBLIC IS
CERTIFIED TO BE CORRECT. FILED FOR REGISTRATION THIS SAY OF 2022;
AT O'CLOCK AND DULY RECORDED IN MAP BOOK PAGE
BY.
STATE OF NORTH CAROLINA
COUNTY OF
I, REVIEW OFFICER OF COUNTY, CERTIFY
THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
DA TE
CERTIFICATE OF APPROVAL -NEW HANOVER COUNTY PLANNING & LAND USE
DATE
ADMINISTRATOR
LOCATION MAP
( NOT TO SCALE )
V SI TE
MUL.n MILL MU
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
310.00'
34.27'
34.25'
S 60'04'18" E
6`20'03"
C2
309.99'
112.90'
112.28'
S 73°21'02" E
20'52'02"
C3
230.00'
179.69'
175.16'
N 36°32'27" E
44°45'49"
C4
304.50'
79.25'
79.02'
S 15'21'39" E
14`54'41"
C5
230.01'
218.59'
210.45'
S 00'08'03" W
54°27'03"
C6
232.55'
63.70'
63.50'
S 72°31'49" E
15`41'42"
C7
250.00'
18.66'
18.65'
N 56°45'49" E
4° 16'34"
C8
250.00'
50.80'
50.7 1'
N 48*48' 16" E
11 `38'32"
C9
250.00'
53.88'
53.78'
S 36*48'33" W
12°20'55"
C10
250.00'
61.02'
60.87'
S 23'38'33" W
13"59'04"
C11
250.00'
5.48'
5.48'
S 16°01'22" W
1°15'18"
C12
25.00'
35.19'
32.35'
S 55'42'55" W
80°38'24"
C13
284.99'
19.00'
19.00'
S 81'51'57" E
3*49'15"
C14
284.99'
24.25'
24.24'
N 65°21'14" W
4°52'28"
C15
285.00'
31.52'
31.51
N 60°05'00" W
6*20'16"
C16
335.00'
8.66'
8.66'
S 62*29'12" E
1°28'50"
C 17
335.00'
28.36'
28.35'
S 59' 19' 16" E
4`51 '02"
C18
25.00'
40.80'
36.42'
S 37*12'24" E
93'30'58"
C19
334.99'
11.09'
11.09'
S 82'50'33" E
1`53'50"
C20
334.99'
50.16'
50.12'
S 77*36' 15" E
8°34'46"
C21
334.99'
50.22'
50.17'
S 69'01 ' 12" E
8°35'20"
C22
25.00'
39.25'
35.34'
S 54°31'38" W
89`57'06"
C23
212.55'
59.56'
59.37'
N 72°21'00" W
16°03'21"
C24
25.00'
36.69'
33.48'
S 22°16'45" E
84'05'09"
C25
25.00'
38.69'
34.94'
N 71 °39'47" E
88°39'38"
C26
252.55'
72.16'
71.92'
N 72` 1 1 '32" W
16*22' 16"
C27
210.01'
84.69'
84.11'
S 15°48'26" W
23'06'16"
C28
210.01 '
90.67'
89.97'
N 08°06'48" W
24*44' 12"
C29
210.01 '
24.23'
24.2 1'
S 23'47' 1 1 " E
6°36'35"
C30
320.00'
21 .44'
21 .44'
N 25° 12'45" W
3°50'22"
C31
20.00'
34.29'
30.24'
S 72*28' 10" E
98` 14' 19"
C32
210.00'
149.34'
146.21'
S 38*34'24" W
40°44'45"
C33
25.00'
43.06'
37.93'
N 31 °08'53" W
98'41 '50"
C34
1100.00,
19.92'
19.89'
S 21°37'34" W
11°24'49"
C35
250.00'
39.34'
39.30'
S 22'35'22" E
9`00'55"
C36
250.01 '
45.24'
45.18'
N 12°53'53" W
10'22'05"
C37
250.01 '
45.00'
44.94'
N 02°33'25" W
10* 18'50"
C38
250.01 '
44.9 1'
44.85'
N 07°44'48" E
10` 17'35"
C39
250.01'
42.36'
42.31'
N 17°44'47" E
9°42'25"
C40
250.01'
20.77'
20.76'
S 24°58'47" W
4°45'35"
C41
280.00'
18.65'
18.64'
N 25° 13'28" W
3°48'55"
C42
300.00'
19.98'
19.97'
S 25'13'28" E
3`48'55"
C43
284.50'
26.61'
26.60'
S 20°05'50" E
5°21'34"
C44
284.50'
47.26'
47.20'
N 12°39'39" W
9°31'02"
C45
120.00'
18.51'
18.50'
N 22°54'46" E
8°50'23"
C46
324.50'
20.98'
20.98'
N 09°47'32" W
3*42' 18"
C47
324.50'
20.62'
20.62'
N 13°27'54" W
3°38'26"
C49
324.50'
15.29'
15.29'
S 16°38'08" E
2°42'00"
C50
324.50'
27.70'
27.70'
S 20°25'52" E
4°53'30"
C51
20.00'
26.97'
24.97'
N 15*05' 1 1 " E
77° 15'50"
C52
15.00'
26.35'
23.09'
S 30'07' 1 1 " E
100'38'05"
C53
195.00'
119.33'
117.47'
IS 37*43'37" W
35'03'40"
C54
334.99'
10.57'
10.57'
IS 63'49' 17" E
11 °48'30"
C55
284.99'
160.51'
60.39'
IS 73°52'24" E
12-09'52"
60' 30' 0 60'
SCALE IN FEET
1" = 60 FT.
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE. (910) 343-8002
FAX: (910) 343-9941
FIRM CERTIFICATE C-0597 U
15826
I
MAP OF DIVISION _ _
N NC GRID
NAD 1983(2002)
Sunset Reach
- _
W E
Phase I - A Performance Residentail Development T9
T8 Ts
' I _
I I T7 ' I I - R ROAD
CAPE FEAR TOWNSHIPE NEW HANOVER COUNTY, NORTH CAROLINA I I ' I I ' T5 ' T4 / 7 - CHAI -T - - _ - -
T3 � T2 I T1 � �. I S
OWNER: HOOSIER DADDY, LLC
8620 RIVER ROAD1_--
WILMINGTON, N. C. / \ \ \ COMMON AREA 4-J
- L _ ' I a I 446 I 445
DATE: MARCH 29, 2022 / RIVER BLUFFS I I I 444
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/ Q "� / srrnN° �`'o., 7958 SFi � `�w s �, cr w /°o /h r �/ 64 / \ \ 2� N s 79'4s 07»
• ti ♦ 0.18 Ac. \'�r , \ 59 rn `'' ``' 64B i ry F rn
1 / Q4)' `, \ ♦ / o / ♦ �. ♦ F O ` •, q s / / ry 'h ro ``� 5839 SF h ° \ 9�
10230 SF � `� \ mr 21.25' / ry o� �O/ .h / O hrO ,h`� \ 99
�' •� ° /?sr , 0.23 Ac. �' 2 5 i 0 / `r' 0.18Ac. ' z 52.52' 0 0.13 Ac.O / \
/ ♦ �. ` / 0 �' `� ♦ p� 52.52' `� / 4788 SF "� °j OPEN SPACE rn
I I 9� O i �/ O ?ry / ♦ 6, / 65' / ♦ v. �.. 58 `w 'L i S 85' �'/ ry / /"�
°'' Q / O / F O / Z 54 0- / / \ �. \ O \ 7891 sf 08'31 " E 126 28' ry 0.11 Ac. / �, AREA \
OPEN SPACE 1 11733 SF / �, O ` 7S o / ♦ / 0� / \� \a'' S2.52' ♦ ry 5888 SF \ \
1 I 0.27 Ac. ° rO / 500, p0' / \ �• r'Sz ♦ ao 50'i / s- 0.17Ac. p52.52'
53188 SF 10 / / \ 6658 SF ��� o / �' \'o.- 43 `� 7193 sf g0�i 15.75' 4L5._52' 0.14 Ac. \
1.22 Ac. I /� G O cP cS`. o` 5 0 /\ \ O o S 85'08'31 » - � � a0.15 Ac. / '
^� s 10230 SF ��� / / / ` �• 0.16Ac. \o. TOTAL
N 7j06 / 62• 0.23 Ac. / PRIVATE DRAINAGE / 00 N 07'47'35" E
1 �43"A0 \ / 16� �P.l ' �P i� / \s- 44 `�' 7001 sf 0'
17 EASEMENT / 1 F �, 1 18.29'
1 I � 1.75, v / / . ?" F O ` 6 p. �'(O �00 /\� � ' \ `fla,. ♦
/ 0
-� 10214 SF / V // 00 Oco/ / �� IF 6 / / \% ♦t", 0.21Ac. \ c�0� ` N 43'52'29" W
I / / 30 / / nn�„ RAJ P / /45 9097 sf 82.80
1 0.23 Ac. 9 I / / �� ti / / �i Sr 0 P �"� x1\"Q, O `09
1 O 1 I 9162 SF / .� 6/ /�00 0 / \'6' \ ` 6'.
v 1 I 0.21 Ac. `L�/ g1 0 r / \�i, `<1` 0.21 Ac. \ 6� 00
_ 24_5 _ 170.00 1 I S 86'42'44'
' E 159.76' �' \ •�% / 6 102/ / `; 46 ``�9 9098 sf 0� OPEN SPACE
do -__-_--_-_--__ ZOp
75 / / 161739 SF /
GOD
SETBACK 9760 SF I c� I U I 31 \ , S/ ��'2682� �% , k�'' 65 / / \\�,. `� \ 50° /
3.71 Ac.
NORMAL HIGH
WATER LINE
8 11 i 1 I rn cs. / v 5 2/ri / x 0.21 Ac. 6 G i1 0.22 Ac. 8830 SF i �\ / 15 i� 1' S / 5a / S. 47 �9098 sf 0.00I I0.20 Ac. 15�� a\�, / 2� �/O ; ; � OQ; `
•24'22" E 16� �1 I col 9„ E �i \� / �� 5 5 i 65���G / ♦ �, /
1
\ N 82 - 1 05� 1� `<ir %� Qv / \ �. `� 0.21Ac. \ 65��
1 c� 1 1 N 6a . \ / , / / i 25 / / \cS. 48 \'c' 9098 sf
w1 / k . o /
<� \ 9465 SF 7 \ \A / k� 6 / rob,
/♦� ♦ s
32
\ 0.22 Ac. O 0 \ O / / / ` �, 0.21Ac.
0 /o
r 96 / ts. /
1 N \ 1�8 \ 13309 c. / / / / / \l 49 \"Q 9098 sf
< 10 \ 3 3 / \ oi,� \ 0.31 Ac. / y6 Op / �, ; O ,9Q- ♦ ` mac`' �G
/ ro 0.21 Ac. 6 i
9098 sf /
d^ '/ 9615 SF 6 �� �� \ / / / /�� °c1 / \'�, 50
0.22 Ac. O 02g �� \ °' 0 `� i� ya2 �i600
/ � O
< E \ / / u3, 0.21Ac.6�i/o. 51 \1�10 9098 sf �.00
S� �026 SF O 2�` �� \♦c�`, 0.21Ac. \�+ 65'/-y6
41 0.21 Ac. E i$1/ \ GG� \ \�' `'9, 52 `v'� 9098 sf �
6� i�� \� r0�� I \\`611 53 '� 8398 sf 6�0 /�
1 \ O �cn m OPEN `i9
or 9488 SF p0 \ �' SPACE \ ♦\ t�`
1 0.22 Ac. �90 i n 0 9026 SF \ 0.18Ac. ♦ pp / ♦ /��
<� o 0.21 Ac. ,^�
.Z 1131' \ _ - _ \--,-"IQ
\7690 sf 60 i ROCK HILL ROAD\Oo� \ /�°
� � 6�� \0 �. � INVESTMENTS LLC �
i BK 5537 PG 567 /
IW 41 ���' 9630 SF 3 1$526 �� 1 IL77 \ ���'
o i \ 0.22 Ac. �� 1 1 -I, vI i
bra ' Q'
�22�� N REV AT&T EASMENT
j9' v �� 6� SEE BOOK ??? PAGE ???
Q i� -�°�' Cn L80 c0J .0 15188 SF2 ,��� I 1 N _ -
\ 0.21 Ac.
c�'I"
-Z'LIcfl � CFPUA PUMP
\`�� \��� O 8 STATION SITE AREA CALCULATIONS
Lg OPEN TOTAL AREA PHASE 1 - 26.80 ACRES
rn \ / 9 SPACE TOTAL OPEN SPACE - 10.12 ACRES
<�, \ 11629 SF / 3661 SF
�s 0.27 Ac. / 1 0.08 Ac. LEGEND
/ p06 �P� - SURVEY REFERENCE
E.I.P. EXISTING IRON PIPE
�F, 1� �p E. 1. = EXISTING IRON BOOK 5776 PAGE 879
6 `LP� MAPBOOK5654 BOOK 9AGE 2846
PAGE 248
E.C.M. = EXISTING CONCRETE MONUMENT
jj.. 5
\�P050$ R\W = RIGHT OF WAY
ROCK HILL ROAD CCM = CONCRETE CONTROL MONUMENT
INVESTMENTS LLC 0 ES NOTES
BK 5537 PG 567 / 1 P p
60' 30' 0 60'
SCALE IN FEET
1» = 60 FT.
S 58'25'26" W
\ 31.03'
\
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: (910) 343-8002
FAX: (910) 343-9941
FIRM CERTIFICATE C-0597 U
15826
PROPERTY LINE 1. AREA COMPUTED BY COORDINATE METHOD
CENTERLINE
EASEMENT\COMPUTED PROPERTY LINE
SETBACK
9 CONTROL MONUMENT
2. ALL DISTANCES ARE HORIZONTAL
3. FOR REFERENCE SEE AS NOTED
4. SURVEYED MARCH - APRIL 2022
5. IRONS AT ALL CORNERS UNLESS OTHERWISE NOTED
6. 26.80 ACRES TOTAL AREA
7. COMBINED GRID FACTOR 1.00000854
Preliminary 414122
LOCATION MAP
( NOT TO SCALE )
Q
Q�
a
V SI TE
LINE
BEARING
DISTANCE
L1
S 80'25'19"
E
25.00'
L2
S 80'25 19
E
25.00
L3
S 09'21'54"
W
24.97'
L4
N 09'21'54"
E
22.64'
L5
N 27*06'17" W
73.34'
L6
N 27 14'07" W
30.98'
L7
S 27.14 07
E
30.99
L8
S 24'32'37"
W
8.14'
L9
S 20'58 52
W
57.1 1
L10
S 20'58'52"
W
50.39'
L11
S 20'58'52"
W
50.39'
L12
S 20'58'52"
W
50.33'
L13
S 20'58'52"
W
50.31'
L14
S 20'58'52"
W
50.31'
L15
S 20'58'52"
W
50.32'
L16
S 06'25 07
W
53.53
L17
S 06'25'07"
W
90.95'
L18
IS 06'25 07
W
75.56
L19
S 10*10'44"
E
74.89'
L20
S 13'40'48"
E
74.41'
L21
S 13'40'48"
E
70.21'
L22
S 13'40'48"
E
52.49'
L23
N 13'40 48
W
52.16
L24
S 26'58'06"
E
51.23'
L25
S 26'58 06"
E
51.23
L26
N 26'58'06" W
80.72'
L27
S 07'59 05
E
5.51
L28
N 07'59'05" W
65.11'
L29
N 07'59'05" W
68.34'
L30
N 62'42'47" W
46.69'
L31
I N 27 19'58"
E
19.09'
L33
S 27.21 59
E
49.06
L34
S 30'29'42"
E
37.37'
L35
N 30'29 42"
W
18.70
L36
S 23'35'09"
E
32.59'
L37
N 23'35'09" W
19.27'
L38
S 42'47'30"
E
33.42'
L39
I N 42'47'30" W
5.35'
L40
S 09'39'07"
E
45.62'
L41
N 27'30'21 " W
28.39'
L42
N 32'58 22
W
25.27
L43
N 32'58'22" W
18.45'
L44
N 07' 16 15
W
26.56
L45
N 58'45'46" W
11.27'
L46
IS 13'29'23"
W
29.98'
L47
N 13'29'23"
E
12.58'
L48
N 27'07'21 " W
42.39'
L49
S 26'34 36
E
31.51
L50
N 11'20'19" W
79.62'
L51
S 05'07 29
W
68.20
L51
N 05'07'29"
E
78.92'
L52
S 07'24 54
W
19.86
L53
S 07.24'54"
W
61.06'
L54
N 07'18'05"
E
46.52'
L55
N 25'22'31 "
E
51.40'
L56
N 25'22'31 "
E
24.70'
L57
N 31'36 28
E
25.39
L58
N 31'36'28"
E
17.91'
L59
S 25'58 45
W
28.15
L60
S 25'58'45"
W
14.66'
L61
S 26' 12'35"
W
35.35'
L62
N 26' 12'35"
E
34.14'
L63
N 32'44'04"
E
15.94'
L64
IS 32'44 04
W
24.41
L65
N 13'34'32"
E
26.45'
L66
N 13'34 32
E
17.37
L67
N 13'38'09"
E
34.09'
L68
N 13'38 09
E
16.07
L69
N 20'09'05"
E
39.71'
L70
N 20'09'05"
E
7.19'
L74
N 07'56'23" W
25.28'
L75
N 07'56'23" W
31.03'
L76
N 23'21 00
W
5.30
L77
N 81'46'37"
E
46.50'
L78
N 08'40 08
W
34.00
L79
N 08'40'08" W
18.00'
L80
N 81'46'05"
E
46.48'
L81
N 01.26'14"
E
59.17'
L82
N 23'21'00" W
51.24'
L83
N 23'21'00" W
24.71'
L84
N 23'21'00" W
10.26'
L86
N 27'14 07
W
22.26
L87
N 27'14'06" W
8.74'
L88
S 23'21 00
E
46.35
L89
N 23'21'00" W
39.85'
L90
N 07'44'41 "
E
31.94'
L91
N 07'44'41 "
E
27.72'
L92
N 07'44'41 "
E
27.67'
L93
N 07'44 41
E
5.62
L94
N 31'38'38" W
48.42'
L95
S 58.21 22
W
20.00
L96
S 31'38'38"
E
48.17'
L97
N 58'25 26
E
21.82
L98
N 58'25'26"
E
21.84'
L99
S 80'23' 17"
E
49.83'
L100
N 80.26'16" W
24.58'
L101
N 21*59'13"
E
29.90'
L102
S 67.23 54
E
50.38
L103
N 21'59'13"
E
35.53'
L104
N 66'54 48
W
45.36
L105
N 23*05'12"
E
31.17'
L106
N 66'29'45" W
76.14'
L107
I N 23*05'12"
E
16.69'
L108
N 66'54'48" W
47.18'
L109
S 21*59'13"
W
55.71'
L110
N 14*02'19" W
81.29'
L1 1 1
S 68'00 47
E
42.21
L112
N 21'59'13"
E
53.09'
L1 13
N 67'23 54
W
52.30
L114
S 67.23'54"
E
140.44'
L1 15
S 74'04'51 "
E
20.97'
L1 16
S 74'04'51 "
E
20.99'
L117
N 10*42'36"
E
37.90'