NCC233330_Site Plan or Location Map_20231108

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PERFORMANCE GUARANTEE DISCLOSURE STATEMENT ff
STORMWATER MANAGEMENT CERTIFICATE 1 s
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN A PERFORMANCE GUARANTEE IS IN PLACE FOR THIS DEVELOPMENT
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY ,a""uu".9,,, I CERTIFY THAT THE PLAT SHOWN HEREON COMPLIES
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS ,.`t�� CA ��'',, PHASE TO ENSURE ALL REQUIRED STORMWATER IMPROVEMENTS ARE ,' ` 1v •
` � WITH ARTICLE 9 STORMWATER MANAGEMENT OF THE � x '��
`` �N CAR '• INSTALLED IN ACCORDANCE WITH APPROVED CONSTRUCTION PLANS
NOTED HERE ON;THAT THE BOUNDARIES NOT SURVEYED ARE ,.` „ �/ '% AND SUBDIVISION PLATS. THIS PERFORMANCE GUARANTEE WILL NOT WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE AND
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN O �FSSS/0 ,�+ ': BE RELEASED UNTIL AN AS BUILT SURVEY HAS BEEN ACCEPTED AND MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING l L
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR 2 .� 7 .,,9 THE REQUIRED IMPROVEMENTS ARE CERTIFIED AS INSTALLED IN IN THE REGISTER OF DEEDS OFFICE.
POSITIONAL ACCURACY AS CALCULATED IS GREATER THANQ �= ACCORDANCE WITH THE APPROVED PRELIMINARY AND CONSTRUCTION
_1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE SEAL e `.
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL l L-3794 ° - PLANS BY THE APPROPRIATE PUBLIC AGENCY. 1
SIGNATURE, LICENSE NUMBER AND SEAL :; 01 12- 1';.ZDZ2 � SI TE
s•1'O isy AS SUBDIVIDER/OWNERS, I, BIG SKY ESTATES, LLC 8310 BANDFORD WAY, DATE WAKE COUNTY STORMWATER LL �
THIS 13th DAY OF DECEMBER A.D. 2022. �'.�/,�N•4 SUR`I0 C, ` RALEIGH, NC 27615, AM RESPONSIBLE FOR PROVIDING EACH MANAGEMENT REPRESENTATIVE �j� '
Cyq� to PROSPECTIVE BUYER OF ANY LOT ON THIS SET OF MAPS WRIT IEN {
�, a� �� ''.,,�� ����.`� DISCLOSURE OF THE FOLLOWING: SITE DATA (PH. 1) -r , t
��' t t+tttttt+ttt" MAINTAINING REQUIRED IMPROVEMENTS TO THE STANDARDS 'OF T
L-3794 THIS ORDINANCE UNTIL SUCH TIME AS HOMEOWNER ASSOCIATIONS, TOTAL AREA = 41.578 AC. (1,811,118 S.F.) o r"PROFESSIONAL LAND SURVEYOR LICENSE NUMBERF;_PROPERTY OWNERS ASSOCIATION, LOT OWNER OR OTHER LEGAL (TO BE SUBDIVIDED) ,i \A % JI L I
PRIVATE ROAD DISCLOSURE ENTITY ASSUMES FORMAL, LEGAL RESPONSIBILITY FOR MAINTENANCE LESS R/W = 3.454 AC. (150,477 S.F.) 'to j `. " ,--
IN ACCORDANCE WITH NCGS 136-102.6 OF THE ORMWA R I PROVEMENTS; °D yam.. ' f �
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN / LESS OPEN SPACE = 3.765 AC. (164,018 S.F.) a . -- 1i{1 r
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN THIS NET AREA = 34.358 AC, (1,496,623 S.F.) z ( ,/l i i
THIS STATEMENT IS TO ADVISE THAT ONE OR MORE OF THE ` �� {
ORDINANCE THAT REGULATES PARCELS OF LAND. ROADS SERVING THIS SUBDIVISION ARE DESIGNATED AS L TOTAL LOTS = 28 0 ,° �' yi T
I I / �� \
,�; PRIVATE ROADS, NOT PUBLIC ROADS. ALL OWNERS SIGNA RE I ...ci AVERAGE LOT SIZE = 1.227 AC. (53,451 S.F.) I !�'� i
��- /�, L-3794 OF PROPERTY WITHIN THE SUBDIVISION HAVE EASEMENTS = ( ,1, ` ``,� \� /I ---
TOTAL ROAD LENGTH2,940 L.F.LF , \ ``y
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER WITH ONE ANOTHER TO TRAVEL OVER AND ACROSS SUCH Z t \ ,5 I +�' a
PROPOSED USE - RESIDENTIAL SINGLE /�
ROADS. THE RESPONSIBILITY FOR MAINTENANCE OF SUCH FAMILY SUBDIVISION J�' t ��(
PRIVATE ROADS FALLS SOLELY UPON THE PROPERTY �/� Tt —
WAKE COUNTY, NORTH CAROLINA OWNERS WITHIN THE SUBDIVISION. NO REPRESENTATION IS RIGHT-OF-WAY I4/r `'
I CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE MADE THAT THE PRIVATE ROADS WITHIN THIS SUBDIVISION EDGE OF TRAVEL LANE I t I_ 1�' -I,€i r 1 =i f - -
PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS IN MEET THE MINIMUM REQUIREMENTS NECESSARY TO ALLOW a NOTES:
THE PLANNING JURISDICTION OF THE COUNTY OF WAKE SUCH ROADS TO BE INCLUDED IN THE STATE SECONDARY 1) AREA COMPUTED BY COORDINATE METHOD. VICINITY M AP
AND THAT I (WE) HEREBY ADOPT THIS PLAT WITH MY ROAD SYSTEM OR THAT THE NORTH CAROLINA DEPARTMENT ROADWAY CENTERLINE 2) THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY. GEN
OUR F EE CONSENT. OF TRANSPORTATION WILL EVENTUALLY ASSUME PAVEDTURNOUT LEEtdD:
( ) EDGE OF TRAVEL LANE PAVEMENT STRUCTURE 3) THIS PROPERTY MAY BE SUBJECT TO NEUSE RIVER RIPARIAN BUFFER
MAINTENANCE OF SUCH ROADS. MOREOVER, IF SUCH TO MATCH TRAVEL LANES) RULES. CALL N.C. DIVISION OF WATER QUALITY TO VERIFY EIP - EXISTING IRON PIPE
20 25' 20'
PRIVATE ROADS ARE NOT ADEQUATELY CONSTRUCTED AND RIGHT-OF-WAY MIN MIN MIN PAD (919-791-4200). EIB - EXISTING IRON BAR
��,+��7K� �-' I xi/y��� FAR ,(DER )
MAINTAINED, EMERGENCY SERVICE PROVIDERS AND PUBLIC ceu (ACCESS 4) NO BUILDING IS PERMITTED WITHIN 20' OF A WATERSUPPLY WATERSHED BEIP - BENT IRON PIPE
0 ER 1hae e. er DATE SERVICE VEHICLES MAY BE UNABLE TO PROVIDE ADEQUATE FROM PAD) BEIB - BENT IRON BAR
3r�Sk4�4staic5,Lim,_ SERVICE TO THE RESIDENTS OF THE SUBDIVISION. BUFFER. CM - CONCRETE MONUMENT
5) NO C.O. WILL BE ISSUED UNTIL THE WATER AND/OR SEWER SYSTEM IS EPK - EXISTING PK NAIL
NORTH CAROLINA, WAKE COUNTY. /'' W �� TURNOUT 2' OPERATIONAL AND CERTIFIED BY AN ENGINEER. SPK - SET PK NAIL
f W MIN NIP - NEW IRON PIPE SET
T !�' ,' " 1.3 {xb Ll t 2,1 I 611 _ $ I 6) APPROVAL AND A TREE SURVEY IS REQUIRED PRIOR TO ANY ACTIVITY /
I, 1°1L (Yl. 11(\Lt/ A NOTARY PUBLIC SUBD�7IDERDATE{ j i AND/OR CONSTRUCTION IN THE TREE AND VEGETATION PROTECTION R W - RIGHT OF WAY
OF THE COUNTY AND STATE AFORESAID, CERTIFY Pm 6< fi
� ceu CAT- E CABLC BV BOX
8� J/ ZONE. EB - ELECTRIC BOX
THAT `-�Cnr 1�oY 1�Slyt ,nV0ir of . j SLf r6}a S,u( -- // 7) ALL NEW ROADS WILL BE BUILT TO N.C. D.O.T. SPECIFICATIONS AND TEL - TELEPHONE PEDESTAL
PERSONALLY APPEARED BEFORE 1 14 CONCRETEPAD I I, DESIGNATED AS PRIVATE. PP - POWER POLE
i OHL - OVERHEAD UNE
ME THIS DAY AND ACKNOWLEDGED E EXECUTION FOR CBU /I 8) ALL LOTS WILL BE SERVED WITH INDIVIDUAL WELLS AND INDIVIDUAL LP - UGHT POLE
OF THE FOREGOING INSTRUMENT. WITNESS ��"a�• ‘TA1I SSEE
RGURE
1, PG.
39 Y "NCDOTR LOCAL ANDROADS
MINIMUM
AC nO JI 1, SEPTIC SYSTEMS. WM - WATER METER
MY HAI`,�AND OFFICIAL SEAL, THIS MN' s 0M 51 1' q // 9) ALL LOTS ARE EQUAL TO OR GREATER THAN 40,000 S.F. WV - WATER VALVE
DAY OF Len.ha°r ,2022. Fl t /l 10) GRAND HIGHLAND ESTATES H.O.A. SHALL BE RESPONSIBLE FOR CO - SEWER CLEAN-OUT
t ) CEU PIAC•FMFNT FOR%OMTWRSECT1ON RESIDENTIAL LOCAL AND I MAINTENANCE OF OPEN SPACE. S.T. - SIGHT TRIANGLE
so COLLECTOR SUBDIVISION STREETS \1 P.D.E. - PUBUC DRAINAGE EASEMENT
d I \ 11) MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH LOT WILL BE
``� d P.A.E. - PUBUC ACCESS EASEMENT
CAcOtaiL-Yrl. fa;JL- C r1 '� /fl STRINGENTLY ENFORCED WITH NO EXCEPTIONS INTO PERPETUITY. PLANS IXXXXj- ADDRESS
NOTARY PUBLIC i APPROVED SHOW THE MAXIMUM IMPERVIOUS SURFACE TO BE AS
,) t. FUTURE0
MY COMMISSION EXPIRES 3I1z-�� '/" i� /%� SHOWN IN TABLE AND ON LOT. - NEW IRON PIPE
QQh 3 ``.N �` DEVELOPMENT �_` i J // 12) DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS AND MIA - MAXIMUM IMPERVIOUS ALLOWED
�,,,� `�--. � - / » RESTRICTIONS RECORDED IN D.B. _, PG._
Subdivision Improvements Disclosure Statement k�� .r ' --����-, 11 f/ 13) STORMWATER SCM'S ARE TO BE MAINTAINED BY THE GRAND HIGHLAND
-It��� � �` � ,:i`\\ _ _ T _� y�z /J'"34r�./ I / ESTSTE HOMEOWNERS ASSOCIATION, PER STORMWATER AGREEMENT
I
As subdivider/owner, I, Big Sky Estates, LLC 8310 Sandford Way, Raleigh, :� V� - -�_`�___��� - e ///�/ ' REP RECORDED IN D.B. 19216, PAGES 1598-1599. OPERATION AND
NC 27615, am responsible for maintaining required improvements 1 ' ' �,��� � ♦ /- MAINTENANCE MANUAL FOR THE STORMWATER DEVICES RECORDED IN
including rights-of-way, to the standards of this ordinance until such I 1 � `.... __ • .,��
time as a unit of government, public or private utility, homeowner + `\ `- `- �► . • , D.B. 19216, PAGES 1577-1597.
association property owners association of owner or other legal entity t °x �' �� 14) IT SHALL BE THE RESPONSIBIUTY OF THE PROPERTY OWNERS TO OWNER/DEVELOPER:
assumes formal, legal responsibility for maintenance of the 9 y �`�\ MAINTAIN THE DRAINAGE EASEMENTS AND ANY DRAINAGE STRUCTURES
ifI� ; 1 BIG SKY ESTATES, LLC
improvements. �, THEREIN, SO AS TO MAINTAIN THE INTEGRITY OF THE DRAINAGE
p .� a / . I 8310 BANDFORD WAY
`� • er tal It
\ SYSTEM AND ENSURE POSITIVE DRAINAGE- EASEMENTS MAY NOT BEI RALEIGH, N.C. 27615
� • \ ) PIPED WITHOUT RECEIVING PLAN APPROVAL FROM WAKE COUNTY.
Tte �K� „ • � �`f -_ 15) THE INTENDED USE FOR OF OPEN SPACE PROVIDED IS FOR THE
F CONSERVATION AND PROTECTION OF NATURAL AREAS, AS WELL AS MINIMUM BUILDING
lilillii:
a,.® vna�or SETBACKS R-40W
O • ACTIVE RECREATION AREAS.
I HEREBY CERTIFY THAT LOT(S) (I, i`t « i Sq-(oc (v -�b ""'�w.e.. 16) AT THE TIME OF RECORDATION, THE ROADS IDENTIFIED AS PUBLIC 30'
6 mow on
• FRONT
SHOWN ON THIS PLAT FOR e+' 1�ig�1`1^e �A '�' • WERE BUILT TO PUBLIC ROAD STANDARDS PER NCDOT. ROADS
HAVE BEEN REVIEWED AS APPROPRIATE AND WITH RESPECT TO , IDENTIFIED AS PRIVATE WERE CERTIFIED AS COMPLETE BY THE CORNER 30'
MINIMUM LOT REQUIREMENTS SET FORTH IN SECTION V OF THE • SURVEYOR/ENGINEER OF THIS DEVELOPMENT. IN EACH CASE, WAKE REAR 30'
REGULATIONS GOVERNING SEWAGE TREATMENT AND DISPOSAL SIDE 15'
+ COUNTY MAINTAINS NO RESPONSIBILITY FOR MAINTENANCE OF THE
SYSTEMS IN WAKE COUNTY AMENDED FROM TIME TO TIME. +
AS OF THIS DATE, AND BASED ON THIS REVIEW OF EXISTING i I ROADS.
SITE CONDITIONS THE LOTS NUMBERED ABOVE ON THIS PLAT i C'' T 17) IMPERVIOUS SURFACE ALLOTMENT IN OPEN SPACE 1 IS INTENDED TO
WILL PRESUMABLY MEET THESE REGULATIONS. i Illiplikuar
i BE RESERVED FOR FUTURE USE ON INDIVIDUAL LOTS. LINE TYPELEGEND
+ • +I HEREBY CERTIFY THAT LOT(S � / I - 1 I S� ���S �(g -C� I —
.� PROPERTY UNE - UNE SURVEYED
— RIGHT-OF-WAYSHOWN ON THIS PLAT FOR f wj �` 4l� i F — — — ADJOINING UNE - UNE NOT SURVEYED
L ____HAVE BEEN REVIEWED AS APPROPRIATE AN WITH RESPECT TO �� ACTIVITIES ALLOWED WITHIN REQUIRED WATERSHED BUFFERS — - oVERHEAD uNE
ALTERNATIVE REQUIREMENTS SET FORTH IN SECTION VI OF THE ``�_-- \ AND DRAINAGEWAY BUFFERS BUILDING
IENT SETBACK
REGULATIONS GOVERNING SEWAGE TREATMENT AND DISPOSAL 3� ROAD CROSSINGS (PUBLIC OR PRIVATE ROADS), PROVIDED: — EASEMENT
SYSTEMS IN WAKE COUNTY AS AMENDED FROM TIME TO TIME. 1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER - - —FLOOD HAZARD SOILS
AS OF THIS DATE, AND BASED ON THIS REVIEW OF EXISTING 411►� -'� ____ EXISTS;
SITE CONDITIONS THE LOTS NUMBERED ABOVE ON THIS PLAT 2. BUFFER DISTURBANCE DOES NOT EXTEND BEYOUND THE SUBDIVISION PLAT FOR
WILL PRESUMABLY MEET THESE REGULATIONS. IMPERVIOUS SURFACE CALCULATIONS --- REQUIRED RIGHT-OF-WAY OR EASEMENT WIDTH, OR IN NO GRAND HIGHLAND ESTATES
PRELIMINARY CERTIFICATION DOES NOT REPRESENT APPROVAL CASE IS MORE THAN 90 FEET WIDE;
OR A PERMIT FOR ANY SITE WORK, NOR DOES IT GUARANTEE TOTAL AREA = 41.578 AC. (1,811,118 S.F.) �m r 3. BUFFER DISTURBANCE IS NO MORE THAN 9,000 SQUAREPHASE 1
FEET IN AREA;ISSUANCE OF AN IMPROVEMENT PERMIT FOR ANY LOT. FINAL TOTAL LOTS = 28 ` 4. T1IE ROAD CROSSES THE BUFFER AT AN ANGLE AS »SITE APPROVAL FOR ISSUANCE OF IMPROVEMENT PERMITS IS IMPERVIOUS IN STREETS = 68,070 S.F. \ CLOSE TO 90 DEGREES AS POSIBLE (AND NOT LESS THAN LOT BY LOT SUBDIVISIONBASED ON REGULATIONS IN FORCE AT THE TIME OF PERMITTINGAND IS DEPENDENT ON SATISFACTORY COMPLETION OF INDIVIDUAL IMPERVIOUS IN LOTS = 336,000 S.F. /I,;;, ;::—.
60 DEGREES); GARFFE SHERRON ROAD
SITE EVALUATIONS FOLLOWING APPLICATION FOR AN IMPROVEMENT IMPERVIOUS IN KIOSK = 341 S.F. 5. SIDE SLOPES DO NOT EXCEED A 2:1 HORIZONTAL:
PERMIT DETAILING A SPECIFIC USE AND SITTING. TOTALIMPERVIOUS IN IMPERVIOUS OPEN
SPACE
S.F. 000 S.F. WAKE COUNTY, NCVERTICAL RATIO (BRIDGING AND/OR RETAINING WALLS MAY OWNER: BIG SKY ESTATES, L.L.C.
= 8 BE USED TO MEET THIS AND THE DISTURBANCE WIDTH
ANY CHANGE IN USE OR ANY SITE A .' •, � `IR moss-, I �d CODP- ,PLANNING DIRECTOR IMPERVIOUS SURFACE CALCULATIONS REGISTER OF DE
,: I TAMMY L. BRUNNER STANDARD); AND REF: D.B. 10713, PAGE 1748
SUSPENSION OR REVOCATION OF C i' �Tl• , 6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR
'' {„ -� , AND REVIEW OFFICER OF WAKE COUNTY, CERTIFY FOR ENTIRE SUBDIVISIONDEEDS THE 25-YEAR STORM EVENT OR AS OTHERWISE REQUIRED REF: D.B. 17069, PAGE 1522
1'�- /S-�,2 4,rr,1 y �'� THAT THIS PLAT CREATES A SUBDIVISION SUBJECT TOTAL AREA = 104.288 AC. (4,542,766 S.F.) PRESENTED 8 RECORDED ON BY WAKE COUNTY ENVIRONMENTAL SERVICES.
r ' '�"�(� `j9 t.-' TO AND APPROVED IN ACCORD WITH THE WAKE TOTAL LOTS = 66 12/16/2S22 1®: 16:33 REF: B.M. 2021, PG. 1670
DATEC
!•T CAFt 1,14K fUCENSED ", COUNTY UNIFIED DEVELOPMENT ORDINANCE, AND IMPERVIOUS IN STREETS = 161,900 S.F. DRIVEWAY CROSSINGS THAT ACCESS SINGLE-FAMILY I-
011- i- T ( E,�4k,) \ THAT IT MEETS ALL STATUTORY REQUIREMENTSIMPERVIOUS IN LOTS = 792,000 S.F. DWELLINGS, PROVIDED: NEW LIGHT TOWNSHIP
FOR RECORDING- I, ALSO, CERTIFY THAT COPIES 1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER c��'} kI• +1t IMPERVIOUS IN KIOSK = 341 S.F. BOOK:BM2922 PAGE:8232b (INCLUDING OPPORTUNITY FOR SHARED DRIVEWAYS) EXISTS; WAKE COUNTY NORTH CAROLINA OF ALL NECESSARY APPROVALS OF OTHER STATE 2. BUFFER DISTURBANCE IS NO MORE THAN 60 FEET WIDE; zo•-' "I' ir :� „ IMPERVIOUS IN OPEN SPACE = 12,000 S.F.7/ .. . AND LOCAL AGENCIES HAVING JURISDICTION OVER 300 150 0 300 600
,��� L� •,/�- y � ;, _ TOTAL IMPERVIOUS = 966,241 S.F. 3. BUFFER DISTURBANCE IS NO MORE THAN 6,000 SQUARE
THE ROADS, UTILITIES, AND OTHER IMPROVEMENTS FEET IN AREA;
�� s $/ PERCENTAGE OF IMPERVIOUS = 21.27% 5
,� I.i:_,.� `,, HAVE BEEN SUBMITTED TO ME AND ARE ON FILE 4. THE DRIVEWAY CROSSES THE BUFFER AT AN ANGLE AS mom 300
o
Q; :12� `, i j IN MY OFFICE. ( CLOSE TO 90 DEGREES AS POSSIBLE AND NOT LESS THAN » >,
il
�� 50' RIGHT OF WAY
`�, •' „ - "'�` \ I 60 DEGREES); SCALE 1 =300En
�0, i 15. SIDE SLOPES DO NOT EXCEED AL:1 (HORIZONTAL DUNE 1, 2022 >-
4 a� -2_-1/5, ort j
a 20' PAVEMENT 6'SHOULDER DITCH— VERTICAL) RATIO (BRIDGING AND/OR RETAINING WALLS MAY
t BE USED TO MEET THIS AND THE DISTURBANCE WIDTH ZONED R-4OW
DATE SUBDIVISION ADMINISTRATOR/ 0.09 ao2 aan a� STANDARD); AND
REVIEW OFFICER '� PIN #1822.01-09-6598
el "II i ` �; r 6, ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR
APPROVAL EXPIRES IF NOT I , THE 25-YEAR STORM EVENT OR AS OTHERWISE REQUIRED SHEET 1 OF 3
Loma
� RECORDED ON OR BEFORE 2 -Z7- ��, rAecBY WAKE COUNTY ENVIRONMENTAL SERVICES.
--..mosi. 1 PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1253, WAKE FOREST N.C., 27588, (919) 556-3148 P LG—003827—2022

BKBM2022PG02321
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`/ �-
OWNER/DEVELOPER: 1:7 '' ��,-
} Y �.
BIG SKY ESTATES, LLC l /
---- 8310 BANDFORD WAY _
•� /� \`- `\ �- - '' -� _ �` FUTURE �r2 EASEMENT E_ �,, RALEIGH, N.C. 27615 `I
60' WATERSUPPLY
1 - S 85 40'04" E �' - DEVELOPMENT - WATERSHED BUFFER f �
Ii I \ �� --,,`� e-'� -I \� FROM TOP OF BANK MINIMUM BUILDING F "
I I _y e/ s.- ----� �� EACH ODE SETBACKS R-40W
•I 1\ ` / �o -T�.I 3`�`___ 206.70•---- � --97�2.59' FRONT 30' // -r
1 1 \'-''J� ,� I I --_ A - r 17s.4s • CORNER
1 ` ` \ _._ / / 1r �• L _ `' --- --- � 79.61' -s -� 30, S '1
/' 0 20' DRAINAGE--f I ^� R / �3 �-� REAR 30 �\
\ \ \ �' \ O EASEMENT 1 C \ I- -- t�•7- <_ : ,.
,
\ \ \ \ I 20 DRAINAGE 30 G� ! . \° , SIDE 15' •:.. ,-\\ �;,�� f r ,
\\ 100' NEUSE RIVER ,------......._____________-1 O- O! - i i �:
\ \ \ RIPARIAN BUFFER J� � eel- EASEMENT �.r ®r� N. �' \---. ?),�v7 N J `f�/_ �t �s
\ X \ \ \ & 20' BUILDING Sv.
O r `. N Y (f i� 1
\ \ SETBACK .* \ / I 20' DRAINAGE \ F in / s ✓ < I!
\\ 20' PUBLIC \. _ / - ' ' EASEMENT FOR
} up / `- �.: t j OPEN- PACE 2 __ 1 I 1
\ \ ,` DRAINAGE ( - = -` j) )hi
/- '` / r DIVRSION DITCHL EASMENT1 +i\ 1.623 AC.,/ / 100' NEUSE RIVER /
\\\ n '�, \\ _ t0 a // i + RIPARIAN BUFFER 3 z r f. 1\ , N t\/ / /. } /
'`\- \ ,\\*\ \ 9 \-,, -" l0,687�iS- t.//� �` , r 1 & 0' BBUILDING N •j � p /•' � I / t 1 C�f{ �% `( i. �4 C �..,y
.- � A / -1 1 - 20' ACCESSACK O 9,,, N 1 \ ,r c`. �' / `
-7/
60' RSHED Y N V A IMD 1 EASEMENT O (1 t 11 i " "'' J�
WATER�iED BUFFER \ \ ` PUB C DRAIt�AfE N I !F U = ,�
PER B.M. 2005, PG. 1910 \ \\ ``-`ANDS""ACCESS 1 I 0 '*f, Z I fs,
\ \ \\:\ EASEMENT «t 111 '
1 1
I., \ 1
____I ,
100' NEUSE RIVE \\ '\\\\� „\1" E �O,�j��S, �44.30 0� 13 i i 0
WAKE COMITY, NC g PER B.M. 2005 PG R s,o r' \\ ` 68�0 8�' SA /' F �� p'2$» V" 1.602 AC. r I 1.530 AC. 1 15 .-,. VICINITY M A P
TAMMY L. BRUHMER `'`\ • N\ \No' (moo' N 1A.O N 69,767 S.F. I I 66,627 S.F. _ LEGEND:
REGISTER OF DEEDS \ I 1 MIA=12,000 S.F. 1.360 AC. ' 16
\ \" I 20'
DRATGE / ,' �Bs MIA=12,000 S.F. ; I d-- „
PRESENTED & RECORDED OH , 12 \\ I 59,222 S.F. EEIBIP - EXISTING IRON PIPE
I -s_ 'Is. MIA=12,000 S.F. 1.165 AC. ;_ BEIP- EXISTING IRON IRON BAR
12/16/2022 10: 16:33IPE
Ov. 1 // // 2.1 87 AC. J O, .. I *I. 50,761 S.F. y B - BENT BAR
I ,,,, BEIB - BENT IRON BAR
III IIIII I IIIII IIIIIIIiIIIII II III - 2
,� I
CO ( MIA=12 000 S.F. '1 7,9 CM - CONCRETE MONUMENT
N/F co i / to 1621 iEPK - EXISTING PK NAIL
/ 95 280 S.F. o "' N
LAURA DARCH ALLEN 1 ' MIA=12,000 s.F. c3! I I 1625 °p ip � .
BOOK:DM2022 PAGE:0232) D.B. 11632, PAGE 648 / 11 179 N) rn SPK - SET PK NAIL
B.M. 2005, PAGE 1910 ) /' , ,3 C'25 C-26 S 811g'S8M E' 15629 OM NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
PIN# 1812.02-99-4358 S` �/ 1.032 AC. `,ts.0. 16"` ,� c-13 LEGACY RID �� M <� EB - ELECTRIC BOX BOXCAN - CABLE TV
'S9S 44,955 S.F. 'sue Gr`L L-13 SANE 50' ----- 125.434' 1637 CA TEL - TELEPHONE PEDESTAL
I 1 �' MIA=12,000 S.F. _ 0 PRIVA PP - POWER POLE
25' VEGETATION & 1 / 4 2 OHL - OVERHEAD LINE
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN TREE PROTECTION 1- 1 1 O ~F, 20' DRAINAGE c° 16 0 \jam /�� 272.03' R�w 455.92, G'
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY EASEMENT G •�• -, LP - LIGHT POLE
( 11 EASEMENT Q & N 149. ~_ N 81.19, A3 �� WM - WATER METER
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS I /
/
QQ /‘ N 66' �r8" w G' >>'"'t WV - WATER VALVE
NOTED HERE ON;THAT THE BOUNDARIES NOT SURVEYED ARE I 1 / / '& 'h C to 1628 N C-44 g
ti N o 122.3T �' � CO - SEWER CLEAN-OUT
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN 111 / -- G/ O I 1632T`: '' S.T. - SIGHT TRIANGLE
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR N I 1 1 10 ' 2g N 3 -' �n. N'? \z P.D.E. - PUBLIC DRAINAGE EASEMENT
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN 11 / 2S Q� z 0.922 AC. P.A.E. - PUBLIC ACCESS EASEMENT
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE 1 11 / 0.927 AC. ' \� 6,- 6 ,\-- ® - ADDRESS
N O 40178 S.F. - NEW IRON PIPE
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL 11 / 40,393 S.F. i' W MIA=,2,o0o S.F.
SIGNATURE, LICENSE NUMBER AND SEAL '1r 1 MIA=12,o0o S.F. v w 64 I. 6© 0.952 AC. h MIA - MAXIMUM IMPERVIOUS ALLOWED
1' 11 605 /`�� 0 aa. 1.092 AC. 41,485 S.F. k,
THIS 13th DAY OF DECEMBER A.D. 2022. S p,03 '\ Q G I o 1.281 AC. . y MIA=12.000 S.F. 4',w` 25' VEGETATION &
1' n E 0.940 AC. » - 192.52' •, a 47,586 S.F. ti 20' LANDSCAPE i,9.`-7i TREE PROTECTION
1 2O3 GASEMENT :i
/G r���/ ' N 86.58'40 E 55,788 S.F. a� MIA=12 000 S.F.S F. EASEMENT
ss 40,9 ,0 S.F. IF MIA=12,D00 S.F. 3 •L-3794 MIA=12,000 S.F. �I ��; >t�s
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER 20' DRAINAGE I_ O; 10 6's -
EASEMENT , 1 0 4 4 -.,
1� 1 O %Cl‘'
� /'�� 19 "� 0 0 c> cn
» w + `1� 192.17' N 88'29'26" W
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN 11 r �g C-18 G 4,94, . 0.918 AC. �0 6g23 y ,�g 3 I
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN fl / 0.969 AC. �A. // N �' 40,000 S.F. o ' 5 ..i ti, ..'S I
ORDINANCE THAT RE LATES PARCELS OF LAND. (I_, ,�. / 1600 r) Al �'o� I
42,226 S.F. / / 6)• MIA=12,000 S.F. y / \
/1.�� 1 MIA=12,000 S.F. / / N '3 O .. Q ti-O \ N F
l/I L-3794 , 20' DRAINAGE / // r'- 4 W ti Z65' j' `�� / 100 N/F I MICHAEL A. RAY
PR SSIONAL LAND SURVEYOR LICENSE NUMBER a / / I� ,
I EASEMENT / 7 g 65 4 + o MICHAEL ANTHONY RAY & DIANE L. RAY
�����„���� 1 ,� / ® A9•'L y ) D.B. 6455, PAGE 8916 I D.B. 10855, PAGE 878
�r•• ,,,,,, ) / / 2 < I N PIN# 1822.01-18-1609 PIN# 1822.01-18-3729
CA a 0.963 AC. \ 0.984 AC. N ->' 1.067 AC.
�N SS R0< °' I �;/ /'' 41,965 S.F. 42,863 S.F. c / ZO I
`� 0 , (�E /4'�: I MIA=12,000 S.F. » E M46,1458 S.F. I
�' �O �,'a;�'� p 1 'Orp /// MIA=12,000 S.F. Z 68365� n a90� 20' LEAANDSCAPE_�I
SEAL < 2 L_ .4) // P LI N O d, \`74 c'\ 20' DRAINAGE ► LINE TYPE LEGEND
Ir L-3794 _ - _ - - - 5 5..3s' /�°c/�'---_-___--__ (A. N 0.950 AC. O0 ' EASEMENT „ p• r - PROPERTY LINE - UNE SURVEYED
�s�ti -ll� 642.04' 326.83' _�- _ �_ ', 41,369 S.F. �NP O - RIGHT-OF-WAY
- - ADJOINING UNE - UNE NOT SURVEYED
' - - OVERHEAD UNE
' ---__ __ ACCESS EASEMENTIIOSI - BUILD BUILDING SETBACK
=,�i ..,cs " o .z: --_ ___o MIA=12,000 S.F. 1.379 AC.
',#'1 �C �O''''' 25' VEGETATION & 1564". Z - -_, 0 MAIL 60,066 S.F. - BUFFEREASEME
-2 % KIOSK MIA=12E PROTECTION ,000 S.F. I -FLOOD HAZARD SOILS
,,,,,,,unu,,,•N•, TREEASEMENT N 8336'0 81, I �%\6.
4 �� 8906 I
LINE TABLE CURVE TABLE 1" W S �8'08 26" E 195.30' \' <v `�� , SIGN ARIABLEEI,IENH 1
UNE BEARING DISTANCE CURVE ARC LENGTH RADIUS CHORD LENGTH CHORD BEARING ^' -= 0 /q c` 113200 M + SUBDIVISION PLAT FOR
L-1 S 69'34'48" E 74.88` C-1 15.07' 68.36' 15.04' S 553446' W / LA _#1, �' C� 6I As J`
" E F OPEN =SPA E- ',� " GRAND HIGHLAND ESTATES
L-2 S 34'48 33 E 73 67 C-2 52 43 108.59 51.93 N 3533 26 E O ;"/ "-=� -`_ ' 1 1� '`� 8
" MARVIN E SYKES JR. l� 7' 9p jNQ � ��-- '
L-3 S 17'46'S9" E 110.86 C-3 42.85 88660.65 42.85 N 21'50`18 E ,r 1i0•,99.0. C.21/i / S `�-
D.B. 9884, PAGE 1570 I I,rrffrrr r 'i I'if � / C- C-4• ►�
L-4 S 33'13'49' E 83.80 C-4 57.21' 88880.64 57.21 N 21'48'20 E 11 r 1 ;?' '' C /V 2jPHASE 1
B.M. 2002, PAGE 850 14, ,104;,t,►. '• f % - -
L-5 N 0723'02' W 38.17 C-5 144.52' 644.11' 144.22' N 2812`53 E I ' •�MI�'12,000,�$•I=rllff ' S q
L-6 N 002750' E 56.85' C-6 36.13' 25.00' 33.07 S 304447" E PIN# 1812.02-98-7464 j �+ 'Sf%f/ifs iV 7
L-8 N 8816'04' E 24.88' C-7 145.81` 475.00' 145.24' S 5732'19' E 25' VEGETATION & ( VA IABLRAIN }I//� 2 O �\ /Q /•` „ „
" rPueUC DRAIJI�} ff p") O 7, iw LOT BY LOT SUBDIVISION
L-9 N 4611 02 E 50.03' C-8 43.62 475.00' 43.61 S 4826'50 E TREE PROTECTION I ? I`;'t;AND ACCESS " ry C ry
EASEMENTI ,,I{�1:IEASEME Tif 0.920 AC. `�' \S G�
L-10 S 72'09 os' E 35.77' C-9 185.96' 475.00' 184.78' S 32'36'02" E z I I ,,�rti ./l / ® °c-, • G A R FFE S H E R R O N ROAD
L-11 S 48'28'34" E 31.76 C-10 152.23' 475.00' 151.58' S 1212'13" E o } 1 11„,iik i%' rO(� "- -
40,084 S.F.
L-12 S 06.40'02' W 58.58' C-11 96.91' 475.00' 96.74 N 0249.21" E w \.�j ' MIA=12,000 S.F. Lam`\ \• i' rt.
OWNER: BIG SKY ESTATES, L.L.C.
L-13 N 8119'58" W 83.88' C-12 39.27 25.00' 35.36' S 3619'58" E O 3 h VARIABLE WIDTH
\ / C') `�
L-23 S 06'400Y W 58.58' C-13 114.78 275.00 113.9 N 86'4236 E N ry SIGN EASEMENT \I. / REF: D.B. 10713, PAGE 1748
L-24 S 71'58'45' E 20.89 C-14 247.56' 275.00' 239.29' N 48'5747" E a ^) 41 I KY.L'.: d _/I
L-25 S 5531'00" E 28.94' C-15 25.04' 25.00' 24.01' S 05'31'24" E 'h ° 1 O
__� ry / "� REF: D.B. 17069, PAGE 1522
L-26 S 3824 39' E 20.10' C-16 59.27' 60.00• 56.89' N 05'55 09 W r ---- O 4 G ��
L-27 N 7209'09' W 149.25' C-17 55.19' 60.00' S3.26' S 4843'S5' W - - - - `- -- - .--- -- • O°j 41,148 S.F.1 o'x70' SIGHT Q- ,)
L-28 N 27'56'31" W 51.41' C-18 65.03' 60.00' 61.89' S 73'52'10" E N/F i 131.62' TRIANGLE �/ REF: B.M. 2021, PG. 1670
C-19 53.74' 60.00' 51.96' S 1709'38" E - M E SYKES JR. `.- G-/ �'3`' Hl 0.945 AC. / /Q�
N C-20 68.18' 60.00' 64.57 S 41'03'09" w D.B. 3007, PAGE 250 ,. S s3351 24j•s Z •,, MIA=12,000 S.F. J NEW LIGHT TOWNSHIP
C-21 22.44' 25.00' 21.69' N 47'53'31' E PIN# 1812.02-98-8281 -' \ 153.97 6 7 4/
/ N/F \ 20' LANDSCAPE ' L WAKE COUNTY, NORTH CAROLINA 0
C-22 44.64' 325.00' 44.61' N 26'06'49" E i
'" C-23 101.32' 325.00' 100.91' N 38'58'49" E i M E SYKES JR. 44 / i t' O 3
• a C-24 132.03' 325.00' 131.13' S 5933'01" w D.B. 2585, PAGE 600 \ N/F N ' G 100 50 0 100 200 CO z
C-25 20.01' 325.00' 20.01' N 72'5710" E PIN# 1822.01-08-4220 \ BARRY W. HOLLOWAY 60. / o
C-26 135.85` 325.00' 134.87 S 86'41'31' W \ & CYNTHIA D. HOLLOWAY `S)' '
i C-27 184.78' 205.00' 178.58' S 72'50'44" W ?4' >
C-43 164.51' 255.00' 161.67 N 6830'12" E \ D.B. 11235' PAGE 197 �, / „ , EI
C-44 51.99' 255.00' 51.90' N 8710'26' w \ B.M. 1984, PAGE 871 SCALE 1 =100
C-45 39.27 25.00' 35.36' N 53'40`02" E NOTES: \ PIN# 1822.01-08-6242 / DUNE 1 2022
C-46 222.92' 425.00' 220.37' N 0621'32' W 1) AREA COMPUTED BY COORDINATE METHOD. \ / ' y
S C-47 21863' 425.00• 218.42' N 3608'oe' W / ZONED R-40W Y
C-48 89.88` 425.00' 89.51' S 8606'27" E 2) THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY. \ v)
C-49 8.21' 25.00' 8.17' N 8051'44" W 3) ALL NOTES, DETAILS, CERTIFICATIONS AND SIGNATURES ARE ON PIN #1822.01-09-6598
C-SO 26.86' 65.00' 26.67' N 6018'51" W SHEET 1 OF 3.ID ..., m
` ai.,„
C-5161.14' 185.40' 60.86' S 57"55'59' E� � _ SHEET 2 0F 3
--,....)-1 _.L....ki
PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1253 WAKE FOREST N.C., 27588, (919) 556-3148 PLG-003827-2022

BKBM2022PG02322
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN ? -UNDER MY SUPERVISION FROM AN ACTUAL SURVEY �t.`` CAR '�.,� ,,
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS .%.`%'ON O �'. t ,,
NOTED HERE ON;THAT THE BOUNDARIES NOT SURVEYED ARE y,� ""�"'ISSS7.4 "/ ' ' -
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN ftO ti,1,'�, . s °}
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR =Q
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN = SEAL _
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE = 1 L-3794 ' = %f
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL s it �_
SIGNATURE, LICENSE NUMBER AND SEAL '+#'b -l�'� 4 .S I TE -
%� suR�
THIS 13th DAY OF DECEMBER A.D. 2022. y'9 MP
EL A.
�� L-3794 IJJf 1
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER v Jf� . �Y `� `- _ -11
1
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN 7c / z _ ���
i -,,, ,
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN o ,f. \ - 1 --- 1(
ORDINANCE THAT LATES PARCELS OF LAND. /r> �"t /:' \ ti i ---
L-3794 / / 0 ,`. ��) / -...--11,..� 7 4 �4 ; �
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER /
5 J }« Y 1 _a I:
60' WATERSUPPLY / I / / �8.921 3 _f• j 7_,I -t l .
WATERSHED BUFFER ` ! 1 I : ''nn l -
FROM TOP OF BANK / \ / / \ 1 , i JI'. \ ! -�� -:
EACH SIDE -_� �'G��p, . - -„ ) 1is M VICINITY M A P
�/' , /
FUTURE _ r'o" A :*
DEVELOPMENT N 76.5''So�s9 /// y��_ --� ,�_ �/ be
J� \ v ../ 1 c ' LEGEND:
4- 9)Cy 506 62 /' / :Co-`,, 20' DRAINAGE
/� 1 � EIP - EXISTING
/ / �" . 7 - L / EIB - EXISTING IRON BAR
0'<�y syc�`s /'/ / // t r, // �� f• ri> co BEIP - BENT IRON PIPE
�`ry yFFA 60' WATERSUPPLY / \ I I BEIB - BENT IRON BAR
�� / �- CM - CONCRETE MONUMENT
- / / ��y ----� \\ I _ 25' VEGETATION & EPK - EXISTING PK NAIL
F.. FROM WATERSHEDO OF BANKNR " E / / I I TREE PROTECTION SPK - SET PK NAIL
\� FROM TOP hr. = ( // / ��� r \\, \\I I 1 EASEMENT NIP - NEW IRON PIPE SET
-• - EACH SIDE '(1' / ' , / �� r
\ N �\ // / / ��� 20' DRAINAGE \ I I N 1
/ i / R - RIGHT OF WAY
\ � '- �� ----„,.\ �// r,, .%// EASEMENT i 1 1 CAN - CABLE TV BOX
� 56 _ e // I I 1 1 EB - ELECTRIC BOX
f f I y - 20' DRAINAGE 1 60' WATERSUPPLY TEL - TELEPHONE PEDESTAL
_ -+ ' 1.466 AC. /i --- EASEMENT FOR 1 `\ \l1 A WATERSHED BUFFER PP - POWER POLE
�o` �_ % /; DIVERSION DITCH { FROM TOP OF BANK OHL - OVERHEAD LINE
\'`T e- �_�?ts� 9/ 90' 63,862 S.F. �// /':' 20' BUILDING / 198.11 i' 9Q•�'d0'� EACH ODE LP _LIGHT POLE
?,', �� Z MIA=12,000 S.F. ,, /,. SETBACK 1 1 WM WATER METER
' �� / �� % 5- WV - WATER VALVE
v v �>:� 00 / L 11
/ �- - �' -'% \ N/F CO - SEWER CLEAN-OUT
\ v>F i�� f� t' % /' 20' ACCESS '�6 1 1
/ i HENRY J. VOORHEES JR. S.T. - SIGHT TRIANGLE s... k \ /, EASEMENT V i, .`� 1
' " // // �� e \ ', & BRIONY W. VOORHESS P.D.E. - PUBLIC DRAINAGE EASEMENT
100' NEUSE RIVER - ' It "a 10 D.B. 11017, PAGE 1985
RIPARIAN BUFFER 1.4156 Z41 gd - / / 5 ; 100' NEUSE RIVER \ 1, t P.A.E. PUBLIC ACCESS EASEMENT
j/ RIPARIAN BUFFER I�g;IrRAINA I 1•- PIN 1822.01-29-0842 I
/, XXXXf- ADDRESS
& 20' BUILDING �j N j/ // 1.92, AC. do 20' BUILDING ,,�j ['} MEET -; 1 I # 0 - NEW IRON PIPE
SETBACK _ / SETBACK ! 1 \
© / _
1 i `i '%/ 0 83,660 S.F. OPEN !��" a i 7=�+7k#1,' I PROPERTY MIA - MAXIMUM IMPERVIOUS ALLOWED
,� N �/ r0 MIA=12,000 S.F. i i ti Tlii f a+ll!`,I ; i i1 CORNER CENTER OF FALLS
�. 1.035 AC. c° ,% h�`�' 9 1.1:§A1111 C1jf i I I- / I TREE STUMP
-,,,,,„\ 45,101 S.F. - �ov,� / Si; A �e ��y 56 50,2:27A; F 1 ';I I /4/ IIz
o R/ " �` I �� 1� ` OWNER/DEVELOPER:
MIA=12,000 S.F. Z �' O VARIAB[fs_WIDTH ] ` ; / .�°�
? .. A. C�31 ��R �Ory 2.106 AC. <,."8 PUBLC DRAINAGE /t/ # 't\ �I BIG SKY ESTATES, LLC
15 \ /D'` C�O,y p ', 91,725 S.F. 9 EASEMENTs >/ ,/�') 8310 BANDFORD WAY
/ co QNC-72,32 L, MIA=12,000 s.F.,-rl. \ , // I RALEIGH, N.C. 27615
z '
s CQ(/R `�� '`' 25' VEGETATION & SETBACKS R 40W
- 900 \ �� MINIMUM BUILDING
\� �� T V 9. OOO-19 �: /,/ / TREE EASEMENT E ON EIP FRONT 30'
Q���, 61 c /40 L-22 /�!�a I CORNER 30'
O Q� 0 C-37 G /2 I REAR 30'
h 0.922 AC. ;.. I SIDE 15'
acp 40,160 S.F• "`�' / 9005 `'�' I LINE TYPE LEGEND
MIA=12,000 S.F.• / r t IEIP �jh I
{rht
f 59 1I U1 I PROPERTY UNE - UNE SURVEYED
v> ` 1.759 AC. 'I J I - - - ADJOINING UNE - LINE NOT SURVEYED
- RIGHT-OF-WAY
t?j 1 6O 1 �{ - - OVERHEAD UNE
�.=T�� r� 0 76,630, S.F. ^.1 P. - -
- BUILDING SETBACK
° 1.080 AC. MIA=12,000 S.F. 1 to N/F I EASEMENT
'sir. ^3 V' I = NELLIE DARLENE CARPENTER I - BUFFER
��ro 47,064 S.F. '4 I - FLOOD HAZARD SOILS
I r*+ D.B. 15139, PAGE 1692
y� MIA=12,000 S.F. jl PIN# 1822.01-19-7124
6© z II \
SUBDIVISION PLAT FOR
o ;1
ti Y° 25' VEGETATION do ,; I GRAND HIGHLAND ESTATES
tip`' ri ` TREE PROTECTION , (.!
20' LANDSCAPE A• EASEMENT , 0 ; N
UNE TABLE EASEMENT s PHASE 1
UNE BEARING DISTANCE 4 ,_ --1_ - __ w__ -__ J c, I
L-7 S 1818'04" E 78.09' '
L-14 s ts18'04 E 93.37' ,�•,� 44.98' 170.83 `� -1 "LOT BY LOT SUBDIVISION"
L-15 N 1818'04" W 9337� 1' EIP » BEIP s 88'07'05" W i EIPT- GARFFE SHERRON ROAD
L-16 N 45'04'17" E 94.74 185.38' S 88'16 04 W
L-17 S 00roo'oo" E 89.71' 1 I I I I OWNER: BIG SKY ESTATES, L.L.C.
L-18 N 5518'30' W 25.94' 1 N/F I I
L-19 S 861012' E 97.69' 1 I APRIL MARIE BOWLING I I
L-20 S 5518'30 E 95.09 N/F I I REF: D.B. 10713, PAGE 1748
• � � N/F MICHAEL A. RAY D.B. 15139, PAGE 16961 r I
L-21 S 504535 W 143.39 MICHAEL ANTHONY RAY I B.M. 2005 L. RAY , PAGE 18341 I REF: D.B. 17069, PAGE 1522
L-28 N 27'56.31" W 15�t 418, j D.B. 6455, PAGE 8916 I D.B&108 5E PAGE 878 PIN# '1822.01-18-573Q I� I
L-29 N 50'45'35" E 129.74' I PIN# 1822.01-18-1609 PIN# 1822.01-18-3729 ' REF: B.M. 2021, PG. 1670
N CURCURVE ARC LENGTH VE
CHORD LENGTH CHORD BEARING NEW LIGHT TOWNSHIP 3
C-28 233.73' 205.00' 221.27' S 1421'41" w WAKE COUNTY, NORTH CAROLINA
_ r C-29 42.36' 255.00' 42.32' N 13'32'30" W 3
`�, C-30 34.40' 25.00' 31.75' S 4812'00" E 0
•- C-31 151.06' 275.00' 149.17' N 71'52'54' W 100 50 0 100 200 z
C-32 20.56' 25.00' 19.99' S 7942'29" E WAKE COUNTY, NC 10 mom 11110111
o
C-33 28.15' 60.00' 27.89' N 8949.50" w NOTES. >
///1[\\ -
C-34 73.96' 60.00' 69.37' S 41'04'3r E T A M M Y L. B R U M M E R o
C-35 20.09' 60.00' 20.00' N 03'49'48" E 1) AREA COMPUTED BY COORDINATE METHOD. SCALE 1�'- I OO'
REGISTER OF DEEDS
C-36 59.12' 60.00' 56.76' S 4139'14' W 2) THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY.
03
3) ALL DETAI rn
C-37 59.58' 60.00' S7.16' N St'40'10" W NOTES, LS, CERTIFICATIONS AND SIGNATURES ARE ON PRESENTED S RECORDED OM JUNE 1, 2022
C-38 59.78' 60.00' 57.34' S 24'40'44' E 12/16/2 0 2 2 10: 16:33 Y
$ C-39 27.60' 25.00' 26.22' N 27'45'50" W SHEET 1 OF 3. ZONED R-40W �'
C-40 109.12' 225.00' 108.06' N 7317'09" W S 5218'2 1111111 I II I I I I I III I 11111 0C-41 35.35' 25.00' 32.4 8' r w i PIN 1822.01-09-6598 m
:iv'j' '
C-42 170.13' 255.00' 167.00' N 305429" E BOOK:BM2022 PAGE:02322:__ SH EFT 3 0E 3
PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1253, WAKE FOREST N.C., 27588, (919) 556-3148 PLG-003827-2022