NCC230664_Site Plan or Location Map_20230313

BKBM2022PGO2320
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS `��.�`� N CARO''�.,�,
NOTED HERE ON;THAT THE BOUNDARIES NOT SURVEYED ARE •
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN �`Q� OFESSti /�fi��'�
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR : �.
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN gQ <
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE = SEAL
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL = L-3794
SIGNATURE, LICENSE NUMBER AND SEAL
THIS 13th DAY OF DECEMBER A.D. 2022. %�/sUR10 GjiC7
L-3794 �L
%� PROFESSIONAL LAND SURVEYOR LICENSE NUMBER
PRIVATE ROAD DISCLOSURE
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN IN ACCORDANCE WITH NCGS 136-102.6
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN THIS STATEMENT IS TO ADVISE THAT ONE OR MORE OF THE
ORDINANCE THAT REGULATES PARCELS OF LAND. ROADS SERVING THIS SUBDIVISION ARE DESIGNATED AS
' fs_ L-3794 PRIVATE ROADS, NOT PUBLIC ROADS. ALL OWNERS
PROFE ONAL LAND SURVEYOR LICENSE NUMBER OF PROPERTY WITHIN THE SUBDIVISION HAVE EASEMENTS
WITH ONE ANOTHER TO TRAVEL OVER AND ACROSS SUCH
ROADS. THE RESPONSIBILITY FOR MAINTENANCE OF SUCH
COUNTY, NORTH CAROLINA PRIVATE ROADS FALLS SOLELY UPON THE PROPERTY
WAKE C
I CERTIFY THAT I (WE ARE) THE OWNER(S) OF THE OWNERS WITHIN THE SUBDIVISION. NO REPRESENTATION IS
MADE THAT THE PRIVATE ROADS WITHIN THIS SUBDIVISION
PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS IN MEET THE MINIMUM REQUIREMENTS NECESSARY TO ALLOW
THE PLANNING JURISDICTION OF THE COUNTY OF WAKE SUCH ROADS TO BE INCLUDED IN THE STATE SECONDARY
AND THAT I (WE) HEREBY ADOPT THIS PLAT WITH MY ROAD SYSTEM OR THAT THE NORTH CAROLINA DEPARTMENT
(OUR) FEE CONSENT. OF TRANSPORTATION WILL EVENTUALLY ASSUME
/ MAINTENANCE OF SUCH ROADS. MOREOVER, IF SUCH
PRIVATE ROADS ARE NOT ADEQUATELY CONSTRUCTED AND
MAINTAINED, EMERGENCY SERVICE PROVIDERS AND PUBLIC
0 ER ni4n4 er DATE SERVICE VEHICLES MAY BE UNABLE TO PROVIDE ADEQUATE
00 Sk4.jf&kS( SERVICE TO THE RESIDENTS OF THE SUBDIVISION.
NORTH CAROLINA, WAKE COUNTY.
I, iY em- (Y1- `I Aif_ti A NOTARY PUBLIC SUBD DER /Mp r tq� DA
OF THE COUNTY AND STATE AFORESAID, CERTIFY
THAT Amr&A V__nmi War L16 C Aryeaqur of Big spy r �S,LLt-
PERSONALL APPEARED BEFORE 4
ME THIS DAY AND ACKNOWLEDGED THE EXECUTION
OF THE FOREGOING INSTRUMENT. WITNESS
MY HAN�AND OFFICIAL SEAL, THIS 1 .: k
lt
DAY OF Len, -her' 2022. }
r/
NOTARY PUBLIC -V�
MY COMMISSION EXPIRES 31
Subdivision Improvements Disclosure Statement
As subdivider/owner, I, Big Sky Estates, LLC 8310 Bandford Way, Raleigh,
NC 27615, am responsible for maintaining required improvements
including rights -of -way, to the standards of this ordinance until such
time as a unit of government, public or private utility, homeowner
association, property owners association, lot owner or other legal entity
assumes formal, legal responsibility for maintenance of the
improvements.
ture /Y(LNI%�r
I HEREBY CERTIFY THAT LOT(S)
SHOWN ON THIS PLAT FOR
HAVE BEEN REVIEWED AS APPROPRIATE AND ITH RESPECT TO
MINIMUM LOT REQUIREMENTS SET FORTH IN SECTION V OF THE
REGULATIONS GOVERNING SEWAGE TREATMENT AND DISPOSAL
SYSTEMS IN WAKE COUNTY AS AMENDED FROM TIME TO TIME.
AS OF THIS DATE, AND BASED ON THIS REVIEW OF EXISTING
SITE CONDITIONS THE LOTS NUMBERED ABOVE ON THIS PLAT
WILL PRESUMABLY MEET THESE REGULATIONS.
I HEREBY CERTIFY THAT LOTS 1 9- I J I S
SHOWN ON THIS PLAT FOR On -
HAVE BEEN REVIEWED AS APPROPRIATE AN WITH RESPECT TO
ALTERNATIVE REQUIREMENTS SET FORTH IN SECTION VI OF THE
REGULATIONS GOVERNING SEWAGE TREATMENT AND DISPOSAL
SYSTEMS IN WAKE COUNTY AS AMENDED FROM TIME TO TIME.
AS OF THIS DATE, AND BASED ON THIS REVIEW OF EXISTING
SITE CONDITIONS THE LOTS NUMBERED ABOVE ON THIS PLAT
WILL PRESUMABLY MEET THESE REGULATIONS.
PRELIMINARY CERTIFICATION DOES NOT REPRESENT APPROVAL
OR A PERMIT FOR ANY SITE WORK, NOR DOES IT GUARANTEE
ISSUANCE OF AN IMPROVEMENT PERMIT FOR ANY LOT. FINAL
SITE APPROVAL FOR ISSUANCE OF IMPROVEMENT PERMITS IS
BASED ON REGULATIONS IN FORCE AT THE TIME OF PERMITTING
AND IS DEPENDENT ON SATISFACTORY COMPLETION OF INDIVIDUAL
SITE EVALUATIONS FOLLOWING APPLICATION FOR AN IMPROVEMENT
PERMIT DETAILING A SPECIFIC USE AND SITTING.
ANY CHANGE IN USE OR ANY SITE A t'11R
SUSPENSION OR REVOCATION OF C CTI c
DATE f ai T CAfL l5sti �115ED ".,
N , OIL SCIETfST
a / r-'
it `•`s�l`t`C��. `,
Nam.. O R"f V
Cmp
PERFORMANCE GUARANTEE DISCLOSURE STATEMENT
A PERFORMANCE GUARANTEE IS IN PLACE FOR THIS DEVELOPMENT
PHASE TO ENSURE ALL REQUIRED STORMWATER IMPROVEMENTS ARE
INSTALLED IN ACCORDANCE WITH APPROVED CONSTRUCTION PLANS
AND SUBDIVISION PLATS. THIS PERFORMANCE GUARANTEE WILL NOT
BE RELEASED UNTIL AN AS BUILT SURVEY HAS BEEN ACCEPTED AND
THE REQUIRED IMPROVEMENTS ARE CERTIFIED AS INSTALLED IN
ACCORDANCE WITH THE APPROVED PRELIMINARY AND CONSTRUCTION
PLANS BY THE APPROPRIATE PUBLIC AGENCY.
AS SUBDIVIDER/OWNERS, I, BIG SKY ESTATES, LLC 8310 BANDFORD WAY,
RALEIGH, NC 27615, AM RESPONSIBLE FOR PROVIDING EACH
PROSPECTIVE BUYER OF ANY LOT ON THIS SET OF MAPS WRITTEN
DISCLOSURE OF THE FOLLOWING:
MAINTAINING REQUIRED IMPROVEMENTS TO THE STANDARDS OF
THIS ORDINANCE UNTIL SUCH TIME AS HOMEOWNER ASSOCIATIONS,
PROPERTY OWNERS ASSOCIATION, LOT OWNER OR OTHER LEGAL
ENTITY ASSUMES FORMAL, LEGAL RESPONSIBILITY FOR MAINTENANCE
OF THE OR WA R IMPROVEMENTS;
�' ,000t�I
SIGNA RE & SyAr
RIGHT-OF-WAY
EDGE OF TRAVEL LANE
ROADWAY CENTERLINE
PAVED TURNOUT
EDGE OF TRAVEL LANE (PAVEMENT STRUCTURE
20' 25' 20' TO MATCH TRAVEL LANES)
MIGHT -OF -WAY MIN MIN MIN CRETE PAD
F AC (PER
USPS)
FROM PAD)
r
TURNOUT 2•
w C/L W MIN
df,
CBU
CONCRETE PAD
FOR CBU
SEE FIGURE 1, PG. 39 'NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS JANUARY 2010 FOR LOCAL AND COLLECTOR ROAD DIMENSIONS.
FIGURE 1
CBUI PLACEMENT FOR SIYYu KR -TION R c�ncunu [v'_u AND
COLLECTOR sumlw5lgJ sTREETs
FUTURE
DEVELOPMENT
AM
�\ �� •
• ���~�"�RAe
a VW
i •
i
1 •
i
i
L----- • �.i1C: in
IMPERVIOUS SURFACE CALCULATIONS
FOR PHASE 1
TOTAL AREA = 41.578 AC. (1,811,118 S.F.)
TOTAL LOTS = 28
IMPERVIOUS IN STREETS = 68,070 S.F.
IMPERVIOUS IN LOTS = 336,000 S.F.
IMPERVIOUS IN KIOSK = 341 S.F.
IMPERVIOUS IN OPEN SPACE = 12,000 S.F.
TOTAL IMPERVIOUS = 416,411 S.F.
c PLANNING DIRECTOR
AND REVIEW OFFICER OF WAKE COUNTY, CERTIFY
THAT THIS PLAT CREATES A SUBDIVISION SUBJECT
TO AND APPROVED IN ACCORD WITH THE WAKE
COUNTY UNIFIED DEVELOPMENT ORDINANCE, AND
THAT IT MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING. I, ALSO, CERTIFY THAT COPIES
OF ALL NECESSARY APPROVALS OF OTHER STATE
AND LOCAL AGENCIES HAVING JURISDICTION OVER
THE ROADS, UTILITIES, AND OTHER IMPROVEMENTS
HAVE BEEN SUBMITTED TO ME AND ARE ON FILE
IN MY OFFICE.
(Zi5-L0zY 6,CLi
DATE SUBDIVISION ADMINISTRATOR/
REVIEW OFFICER
'+,� ® ems► - - - -
STORMWATER MANAGEMENT CERTIFICATE
I CERTIFY THAT THE PLAT SHOWN HEREON COMPLIES
WITH ARTICLE 9, STORMWATER MANAGEMENT OF THE
WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE AND
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING
IN THE REGISTER OF DEEDS OFFICE.
DATE WAKE COUNTY STORMWATER
MANAGEMENT REPRESENTATIVE
SITE DATA PH. 1
TOTAL AREA = 41.578 AC. (1,811,118 S.F.)
(TO BE SUBDIVIDED)
LESS R/W = 3.454 AC. (150,477 S.F.)
LESS OPEN SPACE = 3.765 AC. (164,018 S.F.)
NET AREA = 34.358 AC, (1,496,623 S.F.)
TOTAL LOTS = 28
AVERAGE LOT SIZE = 1.227 AC. (53,451 S.F.)
TOTAL ROAD LENGTH = 2,940 L.F.
PROPOSED USE - RESIDENTIAL SINGLE
FAMILY SUBDIVISION
1) AREA COMPUTED BY COORDINATEOD. VICINITY M A P
2) THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY.
LEGEND,'
3) THIS PROPERTY MAY BE SUBJECT TO NEUSE RIVER RIPARIAN BUFFER
RULES. CALL N.C. DIVISION OF WATER QUALITY TO VERIFY
EIP - EXISTING IRON PIPE
(919-791-4200).
EIB - EXISTING IRON BAR
4) NO BUILDING IS PERMITTED WITHIN 20' OF A WATERSUPPLY WATERSHED
BEIP - BENT IRON PIPE
BUFFER.
BEIB - BENT IRON BAR
CM - CONCRETE MONUMENT
5) NO C.O. WILL BE ISSUED UNTIL THE WATER AND/OR SEWER SYSTEM IS
EPK - EXISTING PK NAIL
OPERATIONAL AND CERTIFIED BY AN ENGINEER.
SPK - SET PK NAIL
6) APPROVAL AND A TREE SURVEY IS REQUIRED PRIOR TO ANY ACTIVITY
NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
/
AND/OR CONSTRUCTION IN THE TREE AND VEGETATION PROTECTION
CAN - CABLE TV BOX
ZONE.
EB - ELECTRIC BOX
7) ALL NEW ROADS WILL BE BUILT TO N.C. D.O.T. SPECIFICATIONS AND
TEL - TELEPHONE PEDESTAL
I i
DESIGNATED AS PRIVATE.
PP - POWER POLE
1
8) ALL LOTS WILL BE SERVED WITH INDIVIDUAL WELLS AND INDIVIDUAL
D LINE
HL LIGHT
f J
I`
SEPTIC SYSTEMS.
WM - WATER METER
9) ALL LOTS ARE EQUAL TO OR GREATER THAN 40,000 S.F.
WV - WATER VALVE
i
10) GRAND HIGHLAND ESTATES H.O.A. SHALL BE RESPONSIBLE FOR
CO - SEWER CLEAN -OUT
MAINTENANCE OF OPEN SPACE.
S.T. - SIGHT TRIANGLE
11\
11) MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH LOT WILL BE
P.D.E. - PUBLIC DRAINAGE EASEMENT
ACCESS
STRINGENTLY ENFORCED WITH NO EXCEPTIONS INTO PERPETUITY. PLANS
P.A.E. - PUBLIC EASEMENT
XXXX - ADDRESS
APPROVED SHOW THE MAXIMUM IMPERVIOUS SURFACE TO BE AS
IANEW IRON PIPE
SHOWN IN TABLE AND ON LOT.
MIA - MAXIMUM IMPERVIOUS ALLOWED
JJ !!
12) DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS AND
RESTRICTIONS RECORDED IN D.B._ __, PG._ .
13) STORMWATER SCM'S ARE TO BE MAINTAINED BY THE GRAND HIGHLAND
ESTSTE HOMEOWNERS ASSOCIATION, PER STORMWATER AGREEMENT
r sue:
RECORDED IN D.B. 19216, PAGES 1598-1599. OPERATION AND
MAINTENANCE MANUAL FOR THE STORMWATER DEVICES RECORDED IN
ri M Am
yam'
D.B. 19216, PAGES 1577-1597.
OWNER/DEVELOPER:
/l
14) IT SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNERS TO
1
�
MAINTAIN THE DRAINAGE EASEMENTS AND ANY DRAINAGE STRUCTURES
BIG SKY ESTATES, LLC
I
THEREIN, SO AS TO MAINTAIN THE INTEGRITY OF THE DRAINAGE
8310 BANDFORD WAY
•
SYSTEM AND ENSURE POSITIVE DRAINAGE. EASEMENTS MAY NOT BE
RALEIGH, N.C. 27615
,
PIPED WITHOUT RECEIVING PLAN APPROVAL FROM WAKE COUNTY.
„ F-----------------
15) THE INTENDED USE FOR OF OPEN SPACE PROVIDED IS FOR THE
MINIMUM BUILDING
CONSERVATION AND PROTECTION OF NATURAL AREAS, AS WELL AS
SETBACKS R-40W
ACTIVE RECREATION AREAS.
16) AT THE TIME OF RECORDATION, THE ROADS IDENTIFIED AS PUBLIC
FRONT 30'
I
WERE BUILT TO PUBLIC ROAD STANDARDS PER NCDOT, ROADS
CORNER 30'
IDENTIFIED AS PRIVATE WERE CERTIFIED AS COMPLETE BY THE
SURVEYOR/ENGINEER OF THIS DEVELOPMENT. IN EACH CASE, WAKE
REAR 30'
COUNTY MAINTAINS NO RESPONSIBILITY FOR MAINTENANCE OF THE
SIDE 15'
r
ROADS.
--------J
T r�
17) IMPERVIOUS SURFACE ALLOTMENT IN OPEN SPACE 1 IS INTENDED TO
� r
BE RESERVED FOR FUTURE USE ON INDIVIDUAL LOTS.
LINE TYPE LEGEND
I � I
i r
I '
ACTIVITIES ALLOWED WITHIN REQUIRED WATERSHED BUFFERS
AND DRAINAGEWAY BUFFERS
ROAD CROSSINGS (PUBLIC OR PRIVATE ROADS), PROVIDED:
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER
EXISTS;
2. BUFFER DISTURBANCE DOES NOT EXTEND BEYOUND THE
REQUIRED RIGHT-OF-WAY OR EASEMENT WIDTH, OR IN NO
CASE IS MORE THAN 90 FEET WIDE;
3. BUFFER DISTURBANCE IS NO MORE THAN 9,000 SQUARE
FEET IN AREA;
4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS
CLOSE TO 90 DEGREES AS POSIBLE (AND NOT LESS THAN
60 DEGREES);
5. SIDE SLOPES DO NOT EXCEED A 2:1 HORIZONTAL:
VERTICAL RATIO (BRIDGING AND/OR RETAINING WALLS MAY
WAKE COUHTYh NC 8 BE USED TO MEET THIS AND THE DISTURBANCE WIDTH
IMPERVIOUS SURFACE CALCULATIONS TAMMY L. . DRUMMER STANDARD); AND
6 ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR
FOR ENTIRE SUBDIVISION
TOTAL AREA = 104.288 AC. (4,542,766 S.F.)
TOTAL LOTS = 66
IMPERVIOUS IN STREETS = 161,900 S.F.
IMPERVIOUS IN LOTS = 792,000 S.F.
IMPERVIOUS IN KIOSK = 341 S.F.
IMPERVIOUS IN OPEN SPACE = 12,000 S.F.
TOTAL IMPERVIOUS = 966,241 S.F.
PERCENTAGE OF IMPERVIOUS = 21.27%
REGISTER OF DEEDS THE 25-YEAR STORM EVENT OR AS OTHERWISE REQUIRED
PRESENTED &RECORDED ON BY WAKE COUNTY ENVIRONMENTAL SERVICES.
12/16/2e22 le:''16:33
1111111 11 II I III II IIII I i II III DRIVEWAY CROSSINGS THAT ACCESS SINGLE-FAMILY
DWELLINGS, PROVIDED:
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER
BOOK : DM2e22 PAGE : e2326 (INCLUDING OPPORTUNITY FOR SHARED DRIVEWAYS) EXISTS;
2. BUFFER DISTURBANCE IS NO MORE THAN 60 FEET WIDE;
3. BUFFER DISTURBANCE IS NO MORE THAN 6,000 SQUARE
FEET IN AREA;
4. THE DRIVEWAY CROSSES Inc BUFFER AT AN ANGLE AS
50' RIGHT I OF WAY CLOSE TO 90 DEGREES AS POSSIBLE ( AND NOT LESS THAN
I 60 DEGREES);
SHOULDERa20' PAi ENT TCH 5. SIDE SLOPES NOT EXCEED A (HORIZONTAL:
VERTICAL) RATIO (BRIDGING AND/OR RETAINING WALLS MAY
BE USED TO MEET THIS AND THE DISTURBANCE WIDTH
ao2 aoz �tf_
STANDARD); AND
APPROVAL EXPIRES IF NOT
RECORDED ON OR BEFORE -�-
PROFESSIONAL LAND SURVEYORS, C-15259 333 S. WHITE STREET, P.O. BOX 1253
6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR
THE 25-YEAR STORM EVENT OR AS OTHERWISE REQUIRED
BY WAKE COUNTY ENVIRONMENTAL SERVICES.
e' Aec
WAKE FOREST N.C., 275881, [phone]
PROPERTY LINE — LINE SURVEYED
— RIGHT-OF—WAY
ADJOINING LINE — LINE NOT SURVEYED
— OVERHEAD LINE
— BUILDING SETBACK
— — — — — — — EASEMENT
— BUFFER
— FLOOD HAZARD SOILS
GRAND HIGHLAND ESTATES
PHASE 1
"LOT BY LOT SUBDIVISION"
GARFFE SHERRON ROAD
OWNER: BIG SKY ESTATES, L.L.C.
REF: D.B. 10713, PAGE 1748
REF: D.B. 17069, PAGE 1522
REF: B.M. 2021, PG. 1670
NEW LIGHT TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
300 150 0 300 600
SCALE 1 "=300'
JUNE 1, 2022
ZONED R-40W
PIN #1822.01-09-6598
SHEET 1 OF 3
PLG-003827-2022

BKBM2022PGO2321
OWNER /DEVELOPER:
BIG SKY ESTATES, LLC
8310 BANDFORD WAY
FUTURE /'-2EASEMENT G� RALEIGH, N.C. 27615
\1 �- 1��� DEVELOPMENT/ WATERSHED BUFFER
\ I S 8540'04" E /---------- �� �,� \ FROM TOP OF BANK MINIMUM BUILDING
lj ��' /r
------ --- ----\ EACH SIDE SETBACKS R-40W
_ 208.70• ----- ` FRONT 3p'
'n I I _ 179.42-97�2.59 CORNER 30'
_ _
2a' DRAINAGE' i ~ -"' - _"_---- -- -'�� \ ��79.81' -_� REAR 30'
O EASEMENT j f \ �� \ a
100' NEUSE RIVER I 1 0 20 DRAINAGE / r ` �� ``5�. SIDE 15
-r--1- �` EASEMENT-.,,,
RIPARIAN BUFFER - -O
\ \\ & 20' BUILDING
\ \ \ SETBACK l l� I ---- /' Q J 20' DRAINAGE N \ F
\ 20' PUBLIC SPACE 1 " t /OPEN S-f // /�N J EASEMENT FOR O
,\ DRAINAGE (If�� / �/ sj� _ / -'� a // / I I DIVERSION DITCH
EASEMENT _ {� 1.623 AC. �,'� --- // i 1 100' NEUSE RIVER 3
J t0 / - e / RIPARIAN BUFFER mR_
- --/�� 1�/ / 1 1 & 20 BUILDING04
co - =�� / / r 1
>.� SETBACK
60' WATERSUPPLY -I (" - 20' ACCESS
c� \ N ,a.<,wb'4_VAj2fABlI WIDTIi��'� I EASEMENT O
:^
WATERSHED BUFFER c k PUBl�C4RAit4AGE U1 1 +
PER B.M. 2005, PG. 1910 1 \ AN0AGCESS i 00
g
EASEMENT 0, O
!, ' � { T
0 13 1 ► 14�
0
S
00
Q
z
C9
U
z
100' NEUSE RIVER \ \\ \ , " f� / 0j; ?s. �Aq.'J 03 1 I v
FAKE COUNTY , MC s PERRB M12 OSBUFFER 910 r` \\ `\68� 11 8�' �A ' ,yF �� 0'28„ �" 1.602 AC- I I 1.530 AC. 15 ;-A,VICINITY M A P
TAMMY L. BRUMMER �`\ �` ��o' ,moo N ��o N 69,767 S.F. 1 1 66,627 S.F. +� LEGEND:
REGISTER OF DEEDS �\ I I MIA=12,000 S.F. 1.360 AC. ` 16 �J�
j MIA=12,000 S.F. I I \� J 20' DRAINAGE / / �4 59,222 S.F. EIP -EXISTING IRON PIPE
PRESENTED 8� RECORDED ON I EASEMENT �j i 12 ' 1 1.165 AC. Q
12r isrzezz 10 is : 33 1 �' I MIA=12,o0o S.F. EIB -EXISTING IRON BAR
Oi. BEIP -BENT IRON PIPE
�� �� 2.187 AC. dostat�D I 50,761 =1ZOOO S.F. CMB- BENT IRON BAR
- CONCRETE MONUMENT
I IIIIIII 113llllllllll111i�11 lllll 11 11 N/F 95A280�S.F, 1621 M ! 1625 00 ?/�. SPK _ SET PKGPK NAIL
NAIL
LAURA DARCH ALLEN 1 i� /
BOOK: BM2022 PAGE . 02321 D.B. 11632, PAGE 648 j 11 C-26 179.82' ") NIP NEW IRON PIPE SET
r`Z� $ 81y9'S8" 1629 O R/w -RIGHT OF WAY
B.M. 2005, PAGE 1910 f i j C E 151.06' ' <\ CATV - CABLE TV BOX
PIN# 1812.02-99-4358 s 1.032 AC. �� 16� LEGACY
C-13 RID EB - ELECTRIC BOX
' 1 ` 44,955 S.F. �s�. /�fk L-13 GE LANE 500 125.04, 1637 TEL - TELEPHONE PEDESTAL
1 ! i0 a MIA=12,000 S.F. �' �\ PRIVA� PP - POWER POLE
25' VEGETATION & I / 4 �\ c0 1620 / Dc� 272,03' R�qr 455.g ' 2� _ OHL -OVERHEAD LINE
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN TREE PROTECTION F r F 20' DRAINAGE �' G/ 2 C� �`
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY EASEMENT EASEMENT LP -LIGHT POLE
1 ! O� Cc °i 14g N 81"Jg' " �A3 ?j WM - WATER METER
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS 1 ( �p /'� �? 66' J`8 ►y G ! WV -WATER VALVE
NOTED HERE ON; THAT THE BOUNDARIES NOT SURVEYED ARE J ( ( '� "� G M 1628 N 12 C-44 ® F
cL N O 2.3T e:,�� CO -SEWER CLEAN -OUT
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN I ( / / lO 1 163 1 ',x*• S.T. -SIGHT TRIANGLE
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR c'' j (f ( 1O ' ? G I 5 9
-' �. 2 "= P.D.E. - PUBLIC DRAINAGE EASEMENT
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN J ( ( O 82S O� z 0.922 AC. P.A.E. -PUBLIC ACCESS EASEMENT
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE 1( 0.927 AC. ' ry '�� o �- 6 XXXX - ADDRESS
40,178 S.F. \
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL ( 40,393 S.F. i' N MIA=12,000 S.F. ® Q -NEW IRON PIPE
SIGNATURE, LICENSE NUMBER AND SEAL 1( MIA=12,000 S.F. �64 2 © 0.952 AC. MIA - MAXIMUM IMPERVIOUS ALLOWED
If 6oh /ti O rn �' Na. 1.092 AC. 41,485 S.F. =.,
THIS 13th DAY OF DECEMBER A.D. 2022. 003 O G 1 ° 1.281 AC. a y MIA=12,000 S.F. y' ! 25' VEGETATION &
S 1• _
" E TECTION
203. G� 0 0.940 AC. N 86'58 40 E - 192.52' 55,788 S.F. r; 47,586 S.F. , EASEMENT �s � TREEASEMENT
/ ' „ 20' LANDSCAPE S !
1 8s' 40,955 S.F. PRO
MIA=1Z000 S.F.
� MIA=12,000 S.F. e
L-3794 I MIA=12,000 S.F. - 1 I >t-L-----
PRO ESSIONAL LAND SURVEYOR LICENSE NUMBER Zo' DRAINAGE � � n rn 6',. ----- ____
EASEMENT 11 (f- O ® .. `---
/1 / 9 co '\1 M CD c> w + 192.17' N 88.29'26" W L-8
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN j+ I 0 �4j' C-�B G' 0�9494' 0.918 AC.
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN (1 ( 0.969 AC. ��. // �O .� 40,000 S.F. O �o 5 ��,• sue•
ORDINANCE THAT RE LATES PARCELS OF LAND. Li-, 42,226 S.F. ,`L 1600 NCO Al g), MIA=,2,o0o s.F. 7 / ti �� 1 t0 I
UI / L-3794 h MIA=12.000 S.F. /// /// iN 3>04• �' ��% I a) N/F N/F
20' DRAINAGE / / N W S g�6 1 :� / MICHAEL A. RAY
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER cv 1 / / O `L
1 EASEMENT / / 7 g 65 $ I o^ MICHAEL ANTHONY RAY I & DIANE L. RAY
,,,� 1 /J / ® A9't S 1 D.B. 1822. PAGE 860 I D.B. 10855, PAGE 878
ccc" „1�., 1 // / `L < 1 PIN# 1822.01-18-1609 PIN# 1822.01-18-3729
CA o 0.963 AC. ` 0.984 AC. N -� 1.067 AC.
�N gg �O� �' I '' /'� 41,965 S.F. 42,863 S.F. m „ Za
=Q� �'� �'� 1 MIA=12.000 S.F. E M46,458 S.F. J
�� �,'y�- ,9 O O6 // MIA=12,000 S.F. Z 8�6 Fj� a90� 20' LANDSCAPE
Q 2 1 ,�� /// 6 O C�\�,� �\ EASEMENT i LINE TYPE LEGEND
s
mar L-3794 _ _
_ _ _ ft 3g' /� _ _ _ _ - _
'
o N
0.950 AC. �ifl
720 DRAINAGE
' EASEMENTAd ryky
66 t
642.04' 326.83'--_-'__-
01 �,�n
41,369 S.F.
,,,�+sf ,,M .;
- "' - _ o
MIA-12,000 S.F.
ACCESS EASEMENT
1.379 AC.
VEGEPROTTATION
1g6 �, Z
_ _ _
103.81' i
MAIL
��� (� 4
Z KIOSK
J
60,066 S.F.
MIA=12,000 S.F.
TREE
EASEMENT
N
83'36' „
\
'90> ? 8906
I
LINE TABLE
LINE
BEARING
DISTANCE
L-1
S 6934 48 E
74.88
L-2
S 34.48 33 E
73.6
L-3
S 17'46 59 E
110.86
L-4
S 33"1 49 E
83.60
L-5
N 0725 02 W
38.1
L-6
I N 00 50 E
56.85
L-8
N 88Y 04 E
24.
L-9
N 46'11 02 E
50.03
L-10
S 72109 09 E
35
L-11
S 48 34 E
31.76
L-12
S 08'40 W
58.58
L-13
N 81'19 58 W
83.88
L-23
S 06•40 02 W
58.58
L-24
S 71 45 E
20.69
L-25
S 55.31 00 E
2&94
L-26
S 3824 39 ­EI
20.1
L-27
N 72109 09 W
1 149.25
L-28
I N 27'58 31 W
1 51.41
rJ 7U/r�Tf�
CURVE TABLE
CURVE ARC LENGTH RADIUS CHORD LENGTH CHORD BEARING
C-1 15.0 6&36 15.04 S 5534 46 W
C-2 52.43 108.59 51.93 N 35.33 26 E
C-3 42.85 88880.85 42.85 N 21 18 E
C-4 57.21 88860.64 57.21 N 21' 20 E
C-5 144.52 RT11 144.22 N 28"I 53 E
C-6 36.13 25 1 33.0 S 30 44 4 E
C-7 145.81 475.001 145.24 S 5 19 E
C-8 43.62 475. 1 4&61 S 4626 50 E
C-9 185.96 47&W 184.78 S 32• 02 E
C-10 152.23 475.00 151.58 S 12'1213 E
C-11 96.91 475. 96.74 N 02 49 21 E
C-12 39.2 25.00 35.36 S 36'19 56 E
C-13 114.78 275.00 113.95 N 86 42 36 E
C-14 247.56 275.00 239.29 N 4IM 4 E
C-15 25.04 25.00 24.01 S 0531 24 E
C-16 59.2 60.00 56.89 N 05'S5 09 W
C-17 55.19 60.00' 53.26 S 48• 55 W
C-18 65.03 60.00 61.89 S 735210 E
C-19 53.74' 60.00' 51.96' S 17109 38 E
C-20 6&18' 60.00' 64.57• S 41'03 09' W
C-21 22.44 25.00 21.69 N 47 31 E
C-22 44.64 325.00 1 44.61 N 28'06 49 E
C-23 101.3 325.00 1 100.91 N 38'S8 49 E
C-24 132.03 325.001 131.13 S 5933 01 W
C-25 20.01 325. 20.01 N 72'5 10 E
C-26 135.85 325. 134.8 S 86'41 31 W
C-27 184.78 205.00 178.58 S 72'50 44 W
C-43 164.51 255.00 161.E N 68'3012 E
C-44 51.99 255.00 51.90 N 87126 W
C-45 39.2 25.00 35.36 N 53 40 02 E
C-46 222.92 42&W 220.3 N 0621 32 W
C-47 218.83 425.00 216.42 N 361WOIr W
C-48 89.68 425. 89.51 S 66�08 2 E
C-49 &21 25.00 8.1 N 80'51 44 W
C-50 26.86 65.00 1 26.6 N W-18 51 W
C-51 61.14 185.40 1 60.86 ' 59 E S 5;
�88 26 E
N/F 9, ; OPEN S
MARVIN E SYKES JR.
I t"�Q9 K
D.B. 9884, PAGE 1570 I tit Imir- i
B.M. 2002, PAGE 850 I 4� 10
PIN# 1812.02-98-7464 I�;=„12,
i I YN?!PB
25' VEGETATION & I tPUBLIC D
TREE PROTECTION (' .ItII AND A
EASEMENT Z ( i;(IIII IEA
L4 I `t
O I
N
N/F
r ' M E SYKES JR.
/ Cal 22'
D.B. 3007, PAGE 250
i
PIN# 1812.02-98-828� N/F \
i
M E SYKES JR.
D.B. 2585, PAGE 600
PIN# 1822,01-08-4220
NOTES:
1) AREA COMPUTED BY COORDINATE METHOD.
2) THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY.
3) ALL NOTES, DETAILS, CERTIFICATIONS AND SIGNATURES ARE ON
SHEET 1 OF 3.
PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1
195.30' \' �v �\ VARIABLE WIDTH
I
w_r--- �j �� 9 4 SIGN EASEMENT j SUBDIVISION PLAT FOR
c� f
"off'>c to
*6 r`��, � GRAND HIGHLAND ESTATES
1�;1F;��-
00o I;Fr// f1/fir S, q PHASE 1
►� �P;1tf �%
"LOT BY LOT SUBDIVISION"
E T//s ` 0.920 AC.
SEME/Tf / GARFFE SHERRON ROAD
40,084 S.F. Sa�10
h MIA=12,000 S.F. OWNER: BIG SKY ESTATES, L.L.C.
VARIABLE 1MD
� 1 SIGN EASEMENT \�Z� OZ��� REF: D.B. 10713, PAGE 1748
0 41 148 S.F.1o'x7o' SIGHTV ,� REF. D.B. 17069, PAGE 1522
131;62„ W.� 0.945 AC. ANGLE REF: B.M. 2021, PG. 1670
g 83'3513 ?4� � MIA=12,000 S.F. / � J
153.97 ss• ��� 4 NEW LIGHT TOWNSHIP
lg 20E SENT � h � o L WAKE COUNTY, NORTH CAROLINA
N/F Al �D 100 50 0 100 200 z
BARRY W. HOLLOWAY 60. • 7
& CYNTHIA D. HOLLOWAY �? ,
\ \ B.M. 112351984, PAGE 871 4 / SCALE 1 "=100'
m PIN# 1822.01-08-6242
�\ / S JUNE 1, 2022
ZONED R-40W V)
PIN #1822.01-09-6598 in
SHEET 2 OF 3
WAKE FOREST N.C., 275889 [phone] PLG-003827-2022
�88 26 E
N/F 9, ; OPEN S
MARVIN E SYKES JR.
I t"�Q9 K
D.B. 9884, PAGE 1570 I tit Imir- i
B.M. 2002, PAGE 850 I 4� 10
PIN# 1812.02-98-7464 I�;=„12,
i I YN?!PB
25' VEGETATION & I tPUBLIC D
TREE PROTECTION (' .ItII AND A
EASEMENT Z ( i;(IIII IEA
L4 I `t
O I
N
N/F
r ' M E SYKES JR.
/ Cal 22'
D.B. 3007, PAGE 250
i
PIN# 1812.02-98-828� N/F \
i
M E SYKES JR.
D.B. 2585, PAGE 600
PIN# 1822,01-08-4220
NOTES:
1) AREA COMPUTED BY COORDINATE METHOD.
2) THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY.
3) ALL NOTES, DETAILS, CERTIFICATIONS AND SIGNATURES ARE ON
SHEET 1 OF 3.
PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1
195.30' \' �v �\ VARIABLE WIDTH
I
w_r--- �j �� 9 4 SIGN EASEMENT j SUBDIVISION PLAT FOR
c� f
"off'>c to
*6 r`��, � GRAND HIGHLAND ESTATES
1�;1F;��-
00o I;Fr// f1/fir S, q PHASE 1
►� �P;1tf �%
"LOT BY LOT SUBDIVISION"
E T//s ` 0.920 AC.
SEME/Tf / GARFFE SHERRON ROAD
40,084 S.F. Sa�10
h MIA=12,000 S.F. OWNER: BIG SKY ESTATES, L.L.C.
VARIABLE 1MD
� 1 SIGN EASEMENT \�Z� OZ��� REF: D.B. 10713, PAGE 1748
0 41 148 S.F.1o'x7o' SIGHTV ,� REF. D.B. 17069, PAGE 1522
131;62„ W.� 0.945 AC. ANGLE REF: B.M. 2021, PG. 1670
g 83'3513 ?4� � MIA=12,000 S.F. / � J
153.97 ss• ��� 4 NEW LIGHT TOWNSHIP
lg 20E SENT � h � o L WAKE COUNTY, NORTH CAROLINA
N/F Al �D 100 50 0 100 200 z
BARRY W. HOLLOWAY 60. • 7
& CYNTHIA D. HOLLOWAY �? ,
\ \ B.M. 112351984, PAGE 871 4 / SCALE 1 "=100'
m PIN# 1822.01-08-6242
�\ / S JUNE 1, 2022
ZONED R-40W V)
PIN #1822.01-09-6598 in
SHEET 2 OF 3
WAKE FOREST N.C., 275889 [phone] PLG-003827-2022
NOTES:
1) AREA COMPUTED BY COORDINATE METHOD.
2) THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY.
3) ALL NOTES, DETAILS, CERTIFICATIONS AND SIGNATURES ARE ON
SHEET 1 OF 3.
PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1
195.30' \' �v �\ VARIABLE WIDTH
I
w_r--- �j �� 9 4 SIGN EASEMENT j SUBDIVISION PLAT FOR
c� f
"off'>c to
*6 r`��, � GRAND HIGHLAND ESTATES
1�;1F;��-
00o I;Fr// f1/fir S, q PHASE 1
►� �P;1tf �%
"LOT BY LOT SUBDIVISION"
E T//s ` 0.920 AC.
SEME/Tf / GARFFE SHERRON ROAD
40,084 S.F. Sa�10
h MIA=12,000 S.F. OWNER: BIG SKY ESTATES, L.L.C.
VARIABLE 1MD
� 1 SIGN EASEMENT \�Z� OZ��� REF: D.B. 10713, PAGE 1748
0 41 148 S.F.1o'x7o' SIGHTV ,� REF. D.B. 17069, PAGE 1522
131;62„ W.� 0.945 AC. ANGLE REF: B.M. 2021, PG. 1670
g 83'3513 ?4� � MIA=12,000 S.F. / � J
153.97 ss• ��� 4 NEW LIGHT TOWNSHIP
lg 20E SENT � h � o L WAKE COUNTY, NORTH CAROLINA
N/F Al �D 100 50 0 100 200 z
BARRY W. HOLLOWAY 60. • 7
& CYNTHIA D. HOLLOWAY �? ,
\ \ B.M. 112351984, PAGE 871 4 / SCALE 1 "=100'
m PIN# 1822.01-08-6242
�\ / S JUNE 1, 2022
ZONED R-40W V)
PIN #1822.01-09-6598 in
SHEET 2 OF 3
WAKE FOREST N.C., 275889 [phone] PLG-003827-2022

BKBM2022PGO2322
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS
NOTED HERE ON; THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL
SIGNATURE, LICENSE NUMBER AND SEAL
THIS 13th DAY OF DECEMBER A.D. 2022.
-
��/ L-3794
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE THAT LATES PARCELS OF LAND.
7fZ�4_ L-3794
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER
-Ir
� / F
60WATERSUPPLY
FFj WATERSHED BUFFER
\ ? FROM TOP OF BANK
EACH SIDE
100' NEUSE RIVER
RIPARIAN BUFFER
& 20' BUILDING
SETBACK
t `y
I J l00
I / o
z
I o
60' WATERSUPPLY 21 3 \
WATERSHED BUFFER SIDE
►� I /
FROM TOP BANK �� ` �.,r� + -
EACH SIDE J ^ ` �
FUTURE
DEVELOPMENT N -76-57'50,69'.•''
�06 Fj`y �' �4j� 20 DRAINAGE N
00
25' VEGETATION &
�Z 29 i i' "� - \ \ I 1 I TREE PROTECTION
1• i' i �'
20' DRAINAGE \ I I I I EASEMENT
✓� �i / �! �i� r I
EASEMENT 1 I I I
20' DRAINAGE I l I 60' WATERSUPPLY
/� EASEMENT FOR `\ \l ! WATERSHED BUFFER
1.466 AC.
--"_ / DIVERSION DITCH '\ + 1#' FROM EACHTOP OF SIDE BANK
7 c 1 63,862 S.F. ji/ /, 20' BUILDING 198.11 i > N 99
'00 00 `
29 MIA=12,000 S.F. % SETBACK ,/ ! _ � I, 1 1
50.00
00 � r %/ /
' �6 `� I
20ACCESS N/F
EASEMENT / -� HENRY J. VOORHEES JR.
& BRIONY W. VOORHESS
100' NEu RIVER -\4; i�, 00
a� �1•q1 24' �� /J /� © i RIPARIAN BUFFER Q;i4�AINAG� , li m D.B. 11017, PAGE 1985
& 20' BUILDING 11}EASjEMENT �' M ` PIN# 1822.01-29-0842
/J; 1.921 AC. SETBACK /��'rl dill __, j
t 1 0 `; f/J o 83,660 S.F. jl� OPEN 1 AVG''% _�- I PROPERTY
17 J t r CORNER FALLS
N / MIA=12,000 S.F. �fti7l7#IIII 31f t31,1 4ffli�' 9
s^ m ,/ ��. J 1.1.5 Ii C } t i--- CENTER OF
1, 1.035 AC. r / ,`� S: 90p8 50 27I°"IF�I�TREE STUMP
' 45,101 S.F. ? 3► `� R/ ryryr 58 ti\`.��} ,.,�
MIA=12,000 S.F. G.� �i4 _ t1,`1�' O �� VARIABLE, WIOTF(J} j"`j f
I Mc 31 ro 2.106 AC. , 78 PUBLIC DhA1NA(,; �1A
AND ACCESS /
EASEMENT
c_ fir 91,725 S.F. �
16 ��� A, co 10owjC��.32 C-33 O\ OR MIA=12,000 s.F JAL°'
!
%t VL' OO9 C, X �.'� / 25' VEGETATION &
lop
L_19 TREE PROTECTION _
---- - - - - --
9EASEMENT EIP
Ms
LINE TABLE
LINE
BEARING
DISTANCE
L-7
S 181 04 E
7&09
L-14
S 181 04 E
93
L-15
N 18-11r0,r W
93
L-16
N 451041 E
94.74
L-17
S 00'00 00 E
89.71
L-18
N 551 30 W
25.94
L-19
S 861012 E
97.69
L-20
S 551 30 E
95.09
L-21
S 50 45 35 W
143.39
L-22
S 8610'12' E
105.58'
L-28
N 27'56 31 W
51.41
L-29
I N 50'45 35' E
129.74'
Qz ary ao 61 !--22
of +.rO C
h° 0.922 AC. .,� i37 �ry
a� 40,160 S.F. / rytih 9005 EIP
fig. {
MIA=12,000 S.F.
%J
1.759 AC. I
�• _ �, 0 76,630 S.F. (° / I
1.080 AC. MIA=12,000 S.F. I N/F
V' NELLIE DARLENE CARPENTER {
E A� 47,064 S.F. I 1 rn D.B. 15139, PAGE 1692
MIA=12,000 S.F. I i PIN# 1822.01-19-7124 `
1
2 J°, 25' VEGETATION &
20' LANDSCAPE ��! TREE PROTECTION
EASEMENT tS -.�aP- EASEMENT
ta
- - - - -
BEIP 140.4W 44.98' 170.83' EIPT- - - - - - - -
185.38' S 88'16'04" W BEIP S 88'07'05■ W
I 1
i
j I N/F I
1
t I I APRIL MARIE BOWLING I
N/F I MICHAEL A. RAY I B M. 2005, PAGE 1834D.B. 15139, PAGE 1 + I
i MICHAEL ANTHONY RAY I & DIANE L. RAY I J
PIN 1822.01-18-573Q I
I D.B. 6455, PAGE 8916 I D.B. 10855, PAGE 878 I # I I '
1 PIN# 1822.01-18-1609 I PIN# 1822.01-18-3729 I
WAKE COUNTY, NC 18
TAMMY L. BRUNNER
REGISTER OF DEEDS
PRESENTED & RECORDED ON
12r16r2022 10:16:33
1111111111 ill 1111111111111111111111111 I 1111111111
BOOK:BM2922 PAGE:02322
r
PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1253, WAKE FOREST N.C., 27588, [phone]
CURVE
TABLE
CURVE
ARC LENGTH
RADIUS
CHORD LENGTH
CHORD BEARING
C-28
233.73
205.00
221.2
S 14'21 41 W
C-29
42.36
255.00
42.32
N 13'32 30 W
C-30
34.40
25.00
31.75
S 4812 00 E
C-31
151.06
275.00
149.1
N 71'S2 54 W
C-32
20.56
25.00
19.99
S 79 42 29 E
C-33
2&15
60.00
27.89
N 8949 50 W
C-34
73.96
60.00
69.3
S 41 04 3 E
C-35
20.09'
60.00
20.00'
N 03'49 48 E
C-36
59.12
60.00
56.76
S 41'3914" W
C-37
59.
60.00
57.1E
N 81- 010 W
C-38
59.78'
60.00'
57.34'
S 24'40 44 E
C-39
27.60
25.00
26.22'
N 27'45 50' W
C-40
109.1
225.00'
16&06'
N 7317*09" W
C-41
35.35
25.00
32 48
S 521 2 W
C-42
170.1
255.00
167.00
N 30'S4 29 E
1) AREA COMPUTED BY COORDINATE METHOD.
2) THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY.
3) ALL NOTES, DETAILS, CERTIFICATIONS AND SIGNATURES ARE ON
SHEET 1 OF 3.
VICINITY MAP
LEGEND:
EIP - EXISTING IRON PIPE
EIB - EXISTING IRON BAR
BEIP - BENT IRON PIPE
BEIB - BENT IRON BAR
CM - CONCRETE MONUMENT
EPK - EXISTING PK NAIL
SPK - SET PK NAIL
NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
CAN - CABLE TV BOX
EB - ELECTRIC BOX
TEL - TELEPHONE PEDESTAL
PP - POWER POLE
OHL - OVERHEAD LINE
LP - LIGHT POLE
WM - WATER METER
WV - WATER VALVE
CO - SEWER CLEAN -OUT
S.T. - SIGHT TRIANGLE
P.D.E. - PUBLIC DRAINAGE EASEMENT
P.A.E. - PUBLIC ACCESS EASEMENT
XXXX - ADDRESS
Q - NEW IRON PIPE
MIA - MAXIMUM IMPERVIOUS ALLOWED
OWNER /DEVELOPER:
BIG SKY ESTATES, LLC
8310 BANDFORD WAY
RALEIGH, N.C. 27615
MINIMUM BUILDING
SETBACKS R-40W
FRONT
30'
CORNER
30'
REAR
30'
SIDE
15'
LINE TYPE LEGEND
PROPERTY LINE - LINE SURVEYED
- RIGHT-OF-WAY
- ADJOINING LINE - LINE NOT SURVEYED
- OVERHEAD LINE
- BUILDING SETBACK
- - - - - - - EASEMENT
- BUFFER
- FLOOD HAZARD SOILS
SUBDIVISION PLAT FOR
GRAND HIGHLAND ESTATES
PHASE 1
"LOT BY LOT SUBDIVISION"
GARFFE SHERRON ROAD
OWNER: BIG SKY ESTATES, L.L.C.
REF: D.B. 10713, PAGE 1748
REF: D.B. 17069, PAGE 1522
REF: B.M. 2021, PG. 1670
NEW LIGHT TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
100 50 0 100 200
SCALE 1 "=100'
JUNE 1, 2022
ZONED R-40W
PIN #1822.01-09-6598
SHEET 3 OE 3
PLG-003827-2022
1
C9
3
0
z
0
0
m
0
V)
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