NCC243595_Site Plan or Location Map_20241120

BKBM2023PG01331
,,``„u,,,,,,,,,,, PERFORMANCE GUARANTEE DISCLOSURE STATEMENT' /
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN o`t CA ,,,, I, �J PLANNING DIRECTOR `-
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY ,••`�da_ ROZ:'%, A PERFORMANCE GUARANTEE IS IN PLACE FOR THIS DEVELOPMENT AND REVIEW OFFICER OF WAKE COUNTY, CERTIFY f _ ���
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS ESS/ ;+� PHASE TO ENSURE ALL REQUIRED STORMWATER IMPROVEMENTS ARE THAT THIS PLAT CREATES A SUBDIVISION SUBJECT •�5 ✓f
NOTED HERE ON;THAT THE BOUNDARIES NOT SURVEYED ARE �OtO� O,r',�'9 S INSTALLED IN ACCORDANCE WITH APPROVED CONSTRUCTION PLANS TO AND APPROVED IN ACCORD WITH THE WAKE
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN SQ. (A I AND SUBDIVISION PLATS. THIS PERFORMANCE GUARANTEE WILL NOT COUNTY UNIFIED DEVELOPMENT ORDINANCE, AND
$ = BE RELEASED UNTIL AN AS BUILT SURVEY HAS BEEN ACCEPTED AND I f
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR = � _ = THE REQUIRED IMPROVEMENTS ARE CERTIFIED AS INSTALLED IN THAT IT MEETS ALL STATUTORY REQUIREMENTS
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN = L-3794 / 4%.--r-
FOR�F ACCORDANCE WITH THE APPROVED PRELIMINARY AND CONSTRUCTION RECORDING. I, ALSO, CERTIFY THAT COPIES It
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE ▪ ,▪ > Oar PLANS BY THE APPROPRIATE PUBLIC AGENCY. OF ALL NECESSARY APPROVALS OF OTHER STATE
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL /0:10 v4-k+� AND LOCAL AGENCIES HAVING JURISDICTION OVER = /
SIGNATURE, LICENSE NUMBER AND SEAL / sUR S I T E
,' ` AS SUBDIVIDER/OWNERS, I, BIG SKY ESTATES, LLC 8310 BANDFORD WAY, THE ROADS, UTILITIES, AND OTHER IMPROVEMENTS "
O .
THIS 22nd DAY OF June A.D. 2023. ��-' qEL �,�``��` RALEIGH, NC 27615, AM RESPONSIBLE FOR PROVIDING EACH HAVE BEEN SUBMITTED TO ME AND ARE ON FILE i��
'"+++,,,,+"`� PROSPECTIVE BUYER OF ANY LOT ON THIS SET OF MAPS WRITTEN IN MY OFFICE. C,�
�j� � DISCLOSURE OF THE FOLLOWING: I
7/: /sue L-3794 PRIVATE ROAD DISCLOSURE MAINTAINING REQUIRED IMPROVEMENTS TO THE STANDARDS OF '\ �-,
THIS ORDINANCE UNTIL SUCH TIME AS HOMEOWNER ASSOCIATIONS, f , �' \
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER IN ACCORDANCE WITH NCGS 136-102.6 7 Z�l3 � N \�,, •(/'. ,
PROPERTY OWNERS ASSOCIATION, LOT OWNER OR OTHER LEGAL ��r i F,f '
THIS STATEMENT IS TO ADVISE THATONEENTITY ASSUMES FORMAL, LEGAL RESPONSIBILITY FOR MAINTENANCE DATE SUBDIVISION ADMINISTRATOR/ ;,� _�� ;t_ �,,
OR MORE OF THE / �`
OF THE STORMWATER IMPROVEMENTS; REVIEW OFFICER a0 /�� - �
i
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN ROADS SERVING THIS SUBDIVISION ARE DESIGNATED AS o _�,: -\. / \
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN PRIVATE ROADS, NOT PUBLIC ROADS. ALL OWNERS 1 �' `'`
APPROVAL EXPIRES IF NOT _ QJ. �� \ t'
ORDINANCE THAT REGULATES PARCELS OF LAND. OF PROPERTY WITHIN THE SUBDIVISION HAVE EASEMENTS „ 6 ,4,� "sir.... .. it) ---7( ,:/__ z � \
WITH ONE ANOTHER TO TRAVEL OVER AND ACROSS SUCH /'' RECORDED ON OR BEFORE o ! } / - \ i,�
SIGNATURE ✓ \ �`' c
�� �L-3794 ROADS. THE RESPONSIBILITY FOR MAINTENANCE OF SUCH i i PROFESSIONAL LAND SURVEYOR LICENSE NUMBER PRIVATE ROADS FALLS SOLELY UPON THE PROPERTY - v2 / \, �_WAKE COUNTY, NORTH CAROLINA OWNERS WITHIN THE SUBDIVISION. NO REPRESENTATION ISzii DUI s�'J
CERTIFY MADE THAT THE PRIVATE ROADS WITHIN THIS SUBDIVISION • N.
i I F. i" '„: ' \, _ 1 , � \ it
I THAT I AM (WE ARE) THE OWNER(S) OF THE ' K i1�. / I jI ,,„„---1
MEET THE MINIMUM REQUIREMENTS NECESSARY TO ALLOW �- ( /i t-
PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS IN ii /''` / ` 1
SUCH ROADS TO BE INCLUDED IN THE STATE SECONDARY �/ \ ��f ;„ ` 1''r ( I I`,\ T-}
THE PLANNING JURISDICTION OF THE COUNTY OF WAKE �� � _ 4 ► NOTES:
ROAD SYSTEM OR THAT THE NORTH CAROLINA DEPARTMENT I- f i ';
AND THAT I (WE) HEREBY ADOPT THIS PLAT WITH MY OF TRANSPORTATION WILL EVENTUALLY ASSUME • • +y Ta • • 'E 11 �i ,1 AREA COMPUTED BY COORDINATE METHOD. T M
(OUR) FREE CONSENT. MAINTENANCE OF SUCH ROADS, MOREOVER, IF SUCH J
• ' j `:2) THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY.VI CI N I A P
/ 9 PRIVATE ROADS ARE NOT ADEQUATELY CONSTRUCTED AND • � 3) THIS PROPERTY MAY BE SUBJECT TO NEUSE RIVER RIPARIAN BUFFER RULES.
L OGe�S MAINTAINED, EMERGENCY SERVICE PROVIDERS AND PUBLIC CALL N.C. DIVISION OF WATER QUALITY TO VERIFY 919-791-4200 . EIP - EXISTING IRON PIPE
/ SERVICE VEHICLES MAY BE UNABLE TO PROVIDE ADEQUATE 4 NO BUILDING IS PERMITTED WITHIN 20' OF A WATERSUPPLY WATERSHED BUFFER.EIB - EXISTING IRON BAR
OWNER DATE SERVICE TO THE RESIDENTS OF THE SUBDIVISION. � ] ) BEIP - BENT IRON PIPE
Subdivision Improvements Disclosure Statement r • �M • t' �`, `5) NO C.O. WILL BE ISSUED UNTIL THE WATER AND/OR SEWER SYSTEM IS BEIB - BENT IRON BAR
_//////�� /` �- �� / / �� _ r r OPERATIONAL AND CERTIFIED BY AN ENGINEER. CM - CONCRETE MONUMENT
As subdivider/owner, I, Big Sky Estates, LLC 8310 Bandford Way, Raleigh, +/!,,a,e, �� t! G`Lt'�"i"'. 6G�L}� , �` ...�~ _� f "j t ,6) APPROVAL AND A TREE SURVEY IS REQUIRED PRIOR TO ANY ACTIVITY AND/OR EPK - EXISTING 'K NAIL
NC 27615, am responsible for maintainingrequired improvements /Y �t :�1 i r CONSTRUCTION IN THE TREE AND VEGETATION PROTECTION ZONE. SPK - SET PK NAIL
P q P SUBDIVIDER /N6�,.y� DATE ` _ • • • • '` �• C`� 3 NIP - NEW IRON PIPE SET
including rights-of-way, to the standards of this ordinance until such a / t k 7) ALL NEW ROADS WILL BE BUILT TO N.C. D.O.T. SPECIFICATIONS AND DESIGNATED
7 i �:- NIP - RIGHT OF WAY
time as a unit of government, public or private utility, homeowner 2 • �• ,1 AS PRIVATE. CATV - CABLE TV BOX
association, property owners association, lot owner or other legal entity �" ( - 1 �` ALL LOTS WILL BE SERVED WITH INDIVIDUAL WELLS AND INDIVIDUAL SEPTIC EB - ELECTRIC BOX
assumes formal, legal responsibility for maintenance of the • 8)
g y • 5 • f • 1 • I / SYSTEMS. TEL - TELEPHONE PEDESTAL
improvements. ti r ����,�� PP - POWER POLE
SITE DATA (PH. 2) I 9) ALL LOTS ARE EQUAL TO OR GREATER THAN 40,000 S.F. OHL - OVERHEAD LINE
TOTAL AREA = 62.710 AC. (2,731,646 S.F.) ,/' • q`- ti I / , •• r -, - w Ir-- -` �`1 it ••*' 10) GRAND HIGHLAND ESTATES H.O.A. SHALL BE RESPONSIBLE FOR MAINTENANCE OFF - LIGHT POLE
� /(/ (TO BE SUBDIVIDED) / o `' r • /' t • , I OPEN SPACE. wM - WATER METER ,.
.// /
GG G,' Mc•.c,' _ LESS R/W = 4.778 AC. (208,132 S.F.) I _ i 11) MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH LOT WILL BE WV - WATER VALVE
Signature j 1 �„ �J '' - - _ , STRINGENTLY ENFORCED WITH NO EXCEPTIONS INTO PERPETUITY. PLANS CO - SEWER CLEAN-OUT
LESS OPEN SPACE = 5.366 AC. (233,732 S.F.) . • y �sy�+ f �� r S.T. - SIGHT TRIANGLE
NET AREA = 52.566 AC, (2,289,782 S.F.) ` • �'� �' 1 • / APPROVED SHOW THE MAXIMUM IMPERVIOUS SURFACE TO BE AS SHOWN IN
Subdivision Improvements Performance and Maintenance Guarantee �� i • r • ,� -'- P.D.E. - PUBUC DRAINAGE EASEMENT
TOTAL LOTS 38 • %' TABLE AND ON LOT.
Disclosure rr, I ' • 1 �` 9 I/ P.A.E. - PUBLIC ACCESS EASEMENT
AVERAGE LOT SIZE = 1.383 AC. (60,257 S.F.) �� I • t 12) DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS~'' 1 4 f ® - ADDRESS
Statement TOTAL ROAD LENGTH = 3,742 L.F. ,---�\,yL\ --' I i / /� RECORDED IN D.B. , PG.
� / --. i s ® /'�j/ .!I - NEW IRON PIPE
All required improvements have been certified as complete except for PROPOSED USE - RESIDENTIAL SINGLE 1 f y.--=■ �/ .,.�� + % , '-! `; I 13) ROAD MAINTENANCE AGREEMENT RECORDED IN D.B. , PG. - MIA - MAXIMUM IMPERVIOUS ALLOWED
the listed FAMILY SUBDIVISION I ��� �--� '�' • i I' 14) STORMWATER SCM'S ARE TO BE MAINTAINED BY THE GRAND HIGHLAND ESTATES
improvements and this shall be completed b the following dates `�� _fit_ 1111 HOMEOWNERS ASSOCIATION, PER STORMWATER AGREEMENT RECORDED IN D.B.
[Up p Y g f ,v>�1 19216, PAGES 1598-1599. OPERATION AND MAINTENANCE MANUAL FOR THE
ncompleted improvements] [Date completion]
A \ ,• ® • ._,�� ' STORMWATER DEVICES RECORDED IN D.B. 19216, PAGES 1577-1597.
B. STORMWATER MANAGEMENT CERTIFICATE \\ , % *If 15) IT SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNERS TO MAINTAIN THE
-- - �\` �,! / DRAINAGE EASEMENTS AND ANY DRAINAGE STRUCTURES THEREIN, SO AS TO
C. — — — -- I CERTIFY THAT THE PLAT SHOWN HEREON COMPLIES • % i �Y �__ MAINTAIN THE INTEGRITY OF THE DRAINAGE SYSTEM AND ENSURE POSITIVE OW�,LR DEVELOPER'
D. WITH ARTICLE 9, STORMWATER MANAGEMENT OF THE i /%'a ,( DRAINAGE. EASEMENTS MAY NOT BE PIPED WITHOUT RECEIVING PLAN APPROVAL
A performance guarantee is in place for this development phase to WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE AND ,'" an",.., ,,,,,�� r FROM WAKE COUNTY. BIG SKY ESTATES, LLC
ensure that all required subdivision improvements are installed in a MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING +'J I 16) THE INTENDED USE FOR OF OPEN SPACE PROVIDED IS FOR THE CONSERVATION 8310 BANDFORD WAY
timely manner in accordance with approved construction plans and IN THE REGISTER OF DEEDS OFFICE. f`;' ; AND PROTECTION OF NATURAL AREAS, AS WELL AS ACTIVE RECREATION AREAS. RALEIGH, N.C. 27615
subdivision plats: ;; 'I 17) AT THE TIME OF RECORDATION, THE ROADS IDENTIFIED AS PUBLIC WERE BUILT
Section 8-22 Wake County Unified Development Ordinance ThisI TO PUBLIC ROAD STANDARDS PER NCDOT. ROADS IDENTIFIED AS PRIVATE WERE MINIMUM BUILDING
performance guarantee will not be released the required improvements 7.27. ix-3 CERTIFIED AS COMPLETE BY THE SURVEYOR/ENGINEER OF THIS DEVELOPMENT. IN SETBACKS R-40W
t` 1 ► r' EACH CASE, WAKE COUNTY MAINTAINS NO RESPONSIBILITY FOR MAINTENANCE OF
are certified as installed in accordance with the approved preliminary DATE WAKE COUNTY STORMWATER ' 111111111),
i
I I 30'
1 THE ROADS. FRONTand construction plans by the appropriate public agency. (The Planning MANAGEMENT REPRESENTATIVE • ', 18) EASEMENTS FOR STORM DRAINAGE SHOWN ON THE PLAT ARE NOT MADE TO '
may acceptapplicant's engineer , WAKE COUNTY BUT ARE IRREVOCABLY MADE TO THE SUBSEQUENT OWNERS OF CORNER 30
Director also certification from the a licant's or Q WN 30'
other professional as authorized b the Nor AS A CONDITION OF RECORD PLAT APPROVAL, THE REAR
North Carolina General Statues ANY AND ALL OFTHE PROPERTIES SHOWNE P Y rreor l HEREON FOR THEIR USE AND BENEFIT 15'
DEVELOPER IS REQIRED TO CONSTRUCT STORMWATER ■��u,
that the improvements have been installed in accordance with all ', I PUBLIC ACCEPTANCE. IT SHALL BE THE RESPONSIBILITY OF THE PROPERTY SIDE
DEVICE(S). THE PLAT CONTAINS A DISCLOSURE STATEMENT �r
applicable standards.) CAI:Il+o.r. /-1 Mou!/w `OS(, ) 4c.titSwd wc. it.,,
" `:v OWNERS TO MAINTAIN THE DRAINAGE EASEMENTS AND ANY DRAINAGE
As subdivider owner, I, �1y °//r;- ( INDICATING THE NAME, ADDRESS AND TELEPHONE NUMBER '� -
/ /4.pg Rel l,1,1 A,(, er/61S OF THE PERSON RESPONSIBLE FOR CONSTRUCTION OF THE - STRUCTURES THEREIN, O AS TO MAINTAIN THE INTEGRITY OF THE DRAINAGE
Name, address and phone number STORMWATER DEVICE(S) AND THE DEED BOOK AND PAGE OF l `' SYSTEM AND ENSURE POSITIVE DRAINAGE. EASEMENTS MAY NOT BE PIPED
am responsible for providing each WITHOUT RECEIVING PLAN APPROVAL FROM WAKE COUNTY.
p p g a h buyer of any lot on this THE RECORDED STORMWATER AGREEMENT. THE DISCLOSURE ___-
��� 19 THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN
set of maps written disclosure of the following: STATEMENT INDICATES THE THE STORMWATER DEVICE WILL )
P 9
THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY
Maintaining required improvements including rights-of-way, to the BE CONSTRUCTED BE A SPECIFIC DATE. THE STATEMENT \- MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS
standards of this ordinance until such time as a unit ofgovernment, INDICATES THAT THE COUNTY HOLDS A PERFORMANCE ACTIVITIES LLOWED WITHIN REQUIRED WATERSHED BUFFERS
GUARANTEE TO ENSURE COMPLETION OF THE REQUIRED APPROVED BY WAKE COUNTY OR FEMA.
public or private utility, homeowner association, property owners STORMWATER TREATMENT. AND DRAINAGEWAY BUFFERS 19) BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY "*" THE BUILDER
association, lot owner or other legal entity assumes formal, legal WAKE COUNTY NC 42 ROAD CROSSINGS (PUBLIC OR PRIVATE ROADS), PROVIDED: MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY
responsibility for maintenance of the improvements; and the TAMMY L. BRUNNER 1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER
p y p provisions ENVIRONMENTAL SERVICES. THE BUILDER'S ENGINEER, ARCHITECT, AND OR
of the Wake Count Unified Development Ordinance g I HEREBY CERTIFY THAT LOT(S) 1� �® REG ISTER OF DEEDS EXISTS; SURVEYOR (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD
y p prohibiting the Grp-,,,,.d Imo, L, (A - p� 2. BUFFER DISTURBANCE DOES NOT EXTEND BEYOUND THE
SHOWN ON THIS PLAT FOR q` ZPRESENTED & RECORDED ON REQUIREMENTS ARE MET.
issuance of building permits until NCDOT has formally accepted any HAVE BEEN REVIEWED AS APPROPRIATE ANIiWITH RESPECT TO REQUIRED RIGHT-OF-WAY OR EASEMENT WIDTH, OR IN NO SUBDIVISION PLAT FOR
public road improvements or the execution of a maintenance MINIMUM LOT REQUIREMENTS SET FORTH IN SECTION V OF THE 07/28/2023 12:53: 11 CASE IS MORE THAN 90 FEET WIDE; IMPERVIOUS SURFACE CALCULATIONS
REGULATIONS GOVERNING SEWAGE TREATMENT3. BUFFER DISTURBANCE IS NO MORE THAN 9 000 SQUARE
areemet.
AND DISPOSAL Q
GRAND HIGHLAND ESTATES
.I ,� R SYSTEMS IN WAKE COUNTY AS AMENDED FROM TIME TO TIME. FEET IN AREA; FOR PHASE 2
_.- c
:j i �� AS OF THIS DATE, AND BASED ON THIS REVIEW OF EXISTING ill III I I IIPI 111 I I II I I II 4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS TOTAL AREA = 62.710 AC. (1,811,180 S.F.)
Slghature SITE CONDITIONS THE LOTS NUMBERED ABOVE ON THIS PLAT BOOK:EM2023 PAGE:01331 CLOSE TO 90 DEGREES AS POSIBLE (AND NOT LESS THAN TOTAL LOTS = 38 PHASE 2
WILL PRESUMABLY MEET THESE REGULATIONS. 60 DEGREES); IMPERVIOUS IN STREETS = 93,830 S.F. "LOT BY LOT SUBDIVISION"
I HEREBY CERTIFY THAT LOT(S) 16, Za'el`� `} S!'Sf 5. SIDE SLOPES DO NOT EXCEED A 2:1 HORIZONTAL: IMPERVIOUS IN LOTS = 456,000 S.F.0 VERTICAL RATIO (BRIDGING AND/OR RETAINING WALLS MAY GARFFE SHERRON ROAD
T ���n SHOWN ON THIS PLAT FOR Cr�4..+,> t :g1 l-.,d �7�.� t� 2 TOTAL IMPERVIOUS = 549,830 S.F.
HAVE BEEN REVIEWED AS APPROPRIATE AND WITH'RESPECT TO r. ::"'s . BE USED TO MEET THIS AND THE DISTURBANCE WIDTH OWNER: BIG SKY ESTATES, L.L.C.
NORTH CAROLINA, WAKE COUNTY. ` ',� ) IMPERVIOUS SURFACE CALCULATIONS
H ALTERNATIVE REQUIREMENTS SET FORTH IN SECTION VI OF THE �:o- , STANDARD); AND
_- a REGULATIONS GOVERNING SEWAGE TREATMENT AND DISPOSAL � '•T -. F"=•N" 6. ALL CULVERTS, ARE DESIGNED AND CONSTRUCTED FOR FOR ENTIRE SUBDIVISION REF: D.B. 10713 PAGE 1748
._ .. Pit ,-, ....) •..• �.• +J _ '�i}.4.1 L. g ` SYSTEMS 1 �. ,.�.
I, M a1`y L. boa ree k I , A NOTARY PUBLIC i� aIN WAKE COUNTY AS AMENDED FROM TIME TO TIME. { r ,,p .,. °� ,;;,,.y �_r. • -, THE 25-YEAR STORM EVENT OR AS OTHERWISE REQUIRED TOTAL AREA = 104.288 AC. (4,542,766 S.F.) REF: D.B. 17069, PAGE 1522_x
+n AS OF THIS DATE, AND BASED ON THIS REVIEW OF EXISTING , ../ 7 `^, b.: BY WAKE COUNTY ENVIRONMENTAL SERVICES. TOTAL LOTS = 66
OF THE COUNTY AND ST4TT AFORESAID, CERTIFY ` =C SITE CONDITIONS THE LOTS NUMBERED ABOVE ON THIS PLAT Pi I•' r 'ry .''.'
THAT 1,�)i I�i QIM i 1 /"I 0.c/�1Qi `Z d o t`+ WILL PRESUMABLY MEET THESE REGULATIONS. r� fj 5 ;`' ':' REF: B.M. 2021, PG. 1670
z 0 - ;., ;' DRIVEWAY CROSSINGS THAT ACCESS SINGLE-FAMILY IMPERVIOUS IN STREETS = 161,900 S.F.
PERSONALLY APPEARED BEFORE J N °'o F f' • DWELLINGS, PROVIDED: IMPERVIOUS IN LOTS = 792,000 S.F. NEW LIGHT TOWNSHIP 1
ME THIS DAY AND ACKNOWLEDGED THE EXECUTION YEA PRELIMINARY CERTIFICATION DOES NOT REPRESENT APPROVAL ' : ALTERNATIVE TO c�
a c V„ :' ;,. •.< t: '•. 1. NO LTERN THEIR LOCATION IN THE BUFFER IMPERVIOUS IN KIOSK = 341 S.F. WAKE COUNTY, NORTH CAROLINA o
OF THE FOREGOING INSTRUMENT. WITNESS o E ' OR A PERMIT FOR ANY SITE WORK, NOR DOES IT GUARANTEE i (INCLUDING OPPORTUNITY FOR SHARED DRIVEWAYS) EXISTS;
MY HAND AND OFFICIAL SEAL, THIS e7 a 0 ` IMPERVIOUS IN OPEN SPACE = 12,000 S.F. Z
Q 3-L. V ISSUANCE OF AN IMPROVEMENT PERMIT FOR ANY LOT. FINAL ' ' 2. BUFFER DISTURBANCE IS NO MORE THAN 60 FEET WIDE; 350 175 0 350 700 a
DAY OF 2023. ' SITE APPROVAL FOR ISSUANCE OF IMPROVEMENT PERMITS I$ v = TOTAL IMPERVIOUS = 966,241 S.F. -
Junl° 3. BUFFER DISTURBANCE IS NO MORE THAN 6 000 SQUARE cn
o 2 BASED ON REGULATIONS IN FORCE AT THE TIME OF PERMITTIN1 .- - PERCENTAGE OF IMPERVIOUS = 21.27% 5
z FEET IN AREA; o
AND IS DEPENDENT ON SATISFACTORY COMPLETION OF INDt,QlJA1i�`';, ;= ;:'
I�p,�� 6c,Qt� SITE EVALUATIONS FOLLOWING APPLICATION FOR AN IMPROVMENT"y, ,t °' 4. THE DRIVEWAY CROSSES THEI BUFFER AT AN ANGLE AS I m
PERMIT DETAILING A SPECIFIC USE AND SITTING. �, ',, CLOSE TO 90 DEGREES AS POSSIBLE ( AND NOT LESS THAN SCALE 1 =350
NOTARY PUBLIC )-
?I;Ot
�-�� ;�,t, 60 DEGREES);
�" ' J AUGUST 23, 2022
ANY CHANGE IN USE OR ANY SITE ALTERATION MAY RESULT IN `. "r. �) '' 5. SIDE SLOPES DO NOT EXCEED A 2:1 (HORIZONTAL: 50' RIGHT OF WAY Y
MY COMMISSION EXPIRES 'j let��Q�rj _, . ..,g,�f,t.�I\✓ 'I• ;-y
SUSPENSION OR REVOCATION OF CERTIFICATION. +xk VERTICAL) RATIO (BRIDGING AND/OR RETAINING WALLS MAY I ZONED R-40W
' ` ' :�< BE USED TO MEET THIS AND THE DISTURBANCE WIDTH 20' PAVEMENT � �sue- 0
STANDARD); AND PIN #1822.01 -09-6598
a -1 ` ..•_ ` Z 2 t - �- 6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR p0L Q°
DATE / NORTH CAROLINA LICENSED THE 25-YEAR STORM EVENT OR AS OTHERWISE REQUIRED r k, I I 1
y SHEETOF 3
SOIL SCIENTIST (SEAL) BY WAKE COUNTY ENVIRONMENTAL SERVICES. / 4d,)I
PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1253, WAKE FOREST N.C., 27588, (919) 556-3148 PLG-004011 -2022

BKBM2023PG01332
ti\ /
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN I LINE TYPE LEGEND LINE TABLE l�
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY ��`,`�,,,tt'tt""���''�.,, LINE BEARING DISTANCE
CAR L 1 N oozr50' E 1365' /'
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS �N O PROPERTY UNE - SURVEYED //
�` .r�""""w. 'i / - RIGHT-OF-WAY L-2 S 6438'44" E 60.84
NOTED HERE ON;THAT THE BOUNDARIES NOT SURVEYED ARE ,� SS
2� F E 0 y : - - - - ADJOINING UNE - UNE NOT SURVEYED L-3 S 50 52.18' E 53 90' /f
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN O / -- / \�\f-.
�. .'s '9 � / - OVERHEAD LINE L-4 S 72'S1'S2" E 70.59'
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR _ Q _ - - - - BUILDING SETBACK -1-5 N 6214'52' E 16.28' / �_
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN _ i SEAL E. - / / r- - EASEMENT L-6 S 34'53'04" E 41.29' t`
�j 50' NE RIVER BUFFER '
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE ` L-3794 = F. RIPARI BU . • - FLOOD HAZARD SOILS L-7 S 5841 51 E 70.30'
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL 77. :r Id CO S L-6 S o932'oiw W 3835' '
SIGNATURE, LICENSE NUMBER AND SEAL , + �A�} cy, 63'sl _ L-10 N o932'0` E 72.86'
'•: r/ 4"%.,.,SuJ ,, Cj� �` n J �• \ L-11 S 81'56'22" E 75.88' SIT E
THIS 22nd DAY OF June A.D. 2023. C/SI ,•MO N `20' DRAINAGE O L-12 S 61.56'22` E 69.20'
/J '", qtL A. �,` 1 \ 4 - EASEMENT L-13 S 61'56'22" E 42.83'
�C�'L /// �//�/_ ',,'''t t t t t t t t Nt N`��` I 100' WATER UPPLY �� SHEET 3 OF 3 L-14 S 70'55'29` E 19.97'
��f" �l� _3794 WATERSHED BUFFER L-15 S 3219'10" W 144.23' 5 /\- -
PROFESSfONAL LAND SURVEYOR LICENSE NUMBER IP EACH SIDE BANK 2.9 OS� L-18 s 3219'to" w 143.90' ` �`�__�
1 z C-23 y� ■
IL-17 N 4438 53 E 8418 jTy
S L-18 S 44'28'S3" W 48.30' '
25' TREE & 74 39,254 1-19 N 44'28.53` E 52.18• `
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN / VEGETATIONS 100 ar L-20 N 8638'12' E 76.31' z � � ��_
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN PROTECTION ZONE 35 0o N ' L-21 S 5o32'11' E 52 49' o 1 ,
O I cV \ L-22 . N 50'S2'11' W 55.47' \. . \` \ \
ORDINANCE THAT REG ATES PARCELS OF LAND. w 70,193 S.F. I \ L-23 N 24'43'1r E 11a73' p 4
�^�
/ a I U C� \ .
/ \ L-24 N 74'40'08` E 35.06' t� ' /('
,-#- � ` L-3794 1.611 AC. ;` �'✓ O� \ L-25 S 74'40'06" W 58.89' Z
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER / N I MIA=12,000 S.F. g3'1 1 C� �Z 4` - \* L-26 S 74'40'06" W 67.82' VICINITY MAP
/ I' 2j 44 SHs.3 3 L-28 N 6'38'06` E 26.15'7" W 5
L-28 N Z I /� C�20 33 cRFSr j ` \ L-29 N 663eor W 75 74'
d Q \ L-30 N 18'29'OB' E 63 06'
I! 4 � A1 6�1. s 63O 7S7 \\ L-31 N 63'05'18` w 5.02'
�\'' l J w ® �^• 0'. DRAINA•J 1g 3'. '+� S�6y• ' L-33 S 63'06'16" E MINIMUM BUILDING EIP - EXISTING IRON PIPE
6 /Z E 78,555 S.F. 9 e A F _ _ SETBACKS R-40W EIB - EXISTING IRON BAR
\ /.�6g•00'1� 1.803 AC. ry EASEMENT 91, w ��{�,q C� fi L-35 N 63'0616' W 41 73' 30'
BEIP - BENT IRON PIPE
'$ / 100' NEUSE RIVER MIA=12,000 S.F. . 2S e 0 ', L-36 N 00.48'08" E 37,94' FRONT BEIB - BENT IRON BAR
\ ''''''-...-----
...'\.,............. o / 0 -' ' '1 c\2',1- 41 L-37 N 00'48.06' E _100.00' CORNER 30' CM - CONCRETE MONUMENT
RIPARIAN BUFFER / .
do 20' BUILDING / �Q , EPK - EXISTING PK NAIL
l S&IHACK / ,, 48,439 S. ',. 3i L-38 S o048`08' W 25.13' REAR 3O SPK - SET PK NAIL
SHEET 3 OF 3 L-39 S 18'29'OB" w 83 08• NIP -
' ' /$ 81''18'32"-' . 1v MIA 122,,000 S.F. /4j L-41 N 1818'04" W 78.08' SIDE 15' R/W -NRIGHEW TOOF WAY N PIPE SET
0.2% ANNUAL FEMA //- E �- '� CAN - CABLE TV BOX
/� L __ a f 0' WATERSUPPLY //
EB - ELECTRIC BOX
FLOODWAY `- --� �_ KATERSHED BUFFER •v I" �\ TEL - TELEPHONE PEDESTAL
MAP /3720-1813-OOL �� �_ � 6L 4? / v /. e�
DATED JULY 19, 2022 \ L- _ "Ua 93' ).
/ __ _ ^ _� 2b' DRAINAGE i PP - POWER POE
.4).
EASEMENT �� n OWNER/DEVELOPER: OHL - OVERHEAD LINE
4; //-___ N1 . _f 81.32' r� _/- / 1 .I \> LP - UGHT POLE
N F o �� �/ . F- , �, i9 BIG SKY ESTATES, LLC WM - WATER METER
/ `►t /� v' • R 8310 BANDFORD WAY CO - WATER VALVE
NC DEPARTMENT OF , k• / �� 20�DRAINAG� a • 4 �� ��hg1 1'10)S CO - SEWER CEAN-OUT
TRANSPORTATION ,4j6 / ,-_s 1 .\S RALEIGH, N.C. 27615 S.T. - SIGHT TRIANGLE
D.B. 8169, PAGE 1569 .�'\ / Pcr i EASEMENT a0 • h i` ' d�\ 40,069 S.F. P.D.E. - PUBUC DRAINAGE EASEMENT
PIN# 1812.02-99-2856 g6 �/ 1n 100' NEUSE RIVER . 11 / '/r am mod' �> 0.92C� AC• C Q P.A.E. - PUBLIC ACCESS EASEMENT
RIPARIAN BUFFER ;d 20' DRAINAGE-4 .., I/ / /. MIA=12,000 S.F. N IXXXX - ADDRESS
/./ s f'• / 1` ;;�? ' i0. CO SHEET 3 OF 3
. EASEMENT /‘„;,,I))do 20' BUILDING p '' \ - NEW IRON PIPE
0 /' , SETBACK a' . / �i ,>' �� f
CO �, 20' DRAINAGE / ry `OPEN ASP; ICE/1/4 1 MIA - MAXIMUM IMPERVIOUS ALLOWED
,4. EASEMENT / . .- --/4' 777, /''
ti i `�,= 40 O2 , N, f' _ _
1% AN UAL FEMA / . , \ 1 v / f '�Q 9 l„ N 88'39.44" E 229.15 1 -
\ k tf/j •I+
FLOOD UNIT ZONE 'AE' / , 1 ` I W, y, ti 21 �,TI:1 O p CURVE ARC LENGTH RADIUS T CHORD LENGTH CHORD BEARING
MAP 13720-1 81 3-00L / �s 3 !, f f �� �\\ ,\ �SS i M C-1 79.01' 205.00' 78.52' S 29'20'31" E
DATED JULY 19, 2022 / `' , Id ?? � '
ti, fn`; © j� "��.- -3.1-MICE?1,
CO '" IA=2,000 S.F. j� w J C-3 4870' 00' 4866' S 79'27'40' E
o f j 3 �. `'.AV`T POIVUS4 i ,n p a C-4 59.60' 375 00' 59.53' N 7111.1 r W
,``' / �, 6 97,393 S.F. ij %+ ' ' 2 `' 31 0 I o C-5 43.36' 275.00' 43.31' S 71ro9'or E
I'V /% © ' j� . 3 O py I f\ c C-6 142.37' 275.00' 140.79' N 89'30'00" E
^�`O / / 71,555 S.F. ; 2.236 AC. I j 63,827 S.F. �o �` ^ :CI:9537-
S.F. - o C-7 23.55' 25.00 22.69' N 47'4ro4" E
/
MIA=12,000 S.F. I
/ 1.643 AC. 1 j1.465 AC. �o 0 AC. o d c-ss7a3• 6a00` 87.28' N 35'5 '43` E
�r MIA=12,000 S.F. / =10 S.F. p -
+� C 9 62 92' 80.00 60 07' N 35"5811 W
�4�a, /.5 MIA=12 000 S.F. ;i p j r /Lj 1 d Z C-10 67.33' 6aoo 63.85' S 2615'04' W
�1B 1716 Ni t co I C_11 73 55 60.00' 69.03' S 86'28'S7" E
. j p S 8723'30" c 12 23.55' S 51" E
1720 © to 274,18 C-13 154.66' 325.00' 153.20' N 16'04" E
IQ
?i0 ►7 /
�, i,% 5 j j 9
kr C-14 64.84' 325.00' 64.73' S 7
•5� �6'. '.- C-13 42, C-15 93 85' 325.00' 93 53' N 74'54'30" W
048 S.F.
t�'1 77,369 S.F. 1 C` ,t. / I C-16 6.14' 255.00' 6.14' S 8229'28" E
/ . i - C-11 _ \-� 14 ;'h 0.965 AC. 1 C-17 34.78• 25.00' 32.04' S 58.20'32" W
�� /.7 MIA�2600o SG`F. p C ,26 C-6 �\ ry MIA=12,000 S.F. `I 41,555 S.F. I C_18 84.87' 275.00' 84:54' S 093838" W
�, / 20' DRAINAGE �2 24 G. 28 'NO;
0; 54 C-19 308.65' 275.00' 29t.01' S 31'OB'34' E
im
/ $ - , . 0.954 AC. / O C-20 8.62' , 25.00• 8.57' N 72'5746" E
r EASEMENT C� ..2. .
p 25' TREE Sc L of ! .
C VEGETATION _ _ " �\ MIA=12,000 S.F. SHEET 3 OF 3 C-21 64.76' 80.00' 61.66' N 511500" W
418.13 i '. N co 66. ^ C-22 38.05 80.00 37.42' N 02.49'34` W
I it PROTECTION ZONE _-- _- -- C' . - - 1� 1S .36• 1701 0 C-23 186.36' 80.00' 119.98' S 7510'3r E
=-N 84'06' E- _- - __
J ! 12 _ - - .. �\ ® Xi) 1 g�, 1b 70.97 N 0) C-24 33.33' 25.00' 30.92• S 24'53'33" E
_ -r _ ,- Po ; Si c_
.� `9 C-. I M �� 1g - 225.29• �,
__J_ C-25 1.27' 325.00' 1.27' N 82'58'33" w
- " , C-26 93.18' 325.00' 92.88' N 5439'Ol' W
,00' NEUSE RIVER S 8370 3 E
LEGACY 5 'I C-27 128.3e 325.00 127.47' N 35'07'40" W
o) j, RIPARIAN BUFFER Q ' 1 RIDGE L,4NE • 296,2s• = G�1 f1 `' C-28 139.86' 325.00' 138.5e N 11'3029" W
I PER B.M. 2005, PG. 191 D �� © I 4 29s.26' .50 PR'V C-16 \ C-29 100.31' 325.00' 99.91' S 0938'38" W
83,494 S.F. h n C'3 N A R C-30 34.78' 25.00' 32.04' S 21'22'18" E
ry 58,336 S.F. 185.68' 83'10 53 W 0 C-31 116.6%' 255.00' 115.65' N 31'25'S1" W
1.917 AC. r',
N \ 60'WATERSHEDE BUFFERY + co C-62 74.18' 255.00' 73.92' N 52'S3'39" W
MIA=12 00o S.F. 1 I 1.339 AC.
1
11os6' C'.
W \ I MIA=12,000 S F. f 21 FN j 1709 C. 6'?
�J Y\ \\\ PEER B.M. 2005, PG. 1910 / / 50,923 S.F. I 74,192 S.F. �; i SUBDIVISION PLAT FOR
\^ - i 1.169 AC. W I I 1.703 AC. I � 170i
� J MIA=12,000 S.F. a I MIA=12,000 S.F. 1,,•1 t
\6' _ N20' PUBUC ,N I 100' NEUSE RIVER w GRAND HIGHLAND ESTATES
i DRAINAGE�- '� RIPARIAN BUFFER i �p 57,698 S.F. 55
\ �4 \ EASEMENT • i e< 20' BUILDING 2- M 1.325 AC. 19 ``'� 0 `i
.---- \ / .
: PHASE 2
ry SETBACK O) O
tp
\ \ MIA-12 000 S.F. 51 021 S.F. 'y SHEET 3 OF 3
\ 12 I 1 tv i r » n
�Y\ \---- ;z o o LOT BY LOT SUBDIVISION
i N. 1.171AC.
-� lz 60' WATERSUPPLY z ;20' DRAINA :p MIA=12,000 S.F. GARFFE SHERRON ROAD
2 \ �� �= WATERSHED BUFFER EASEMENT ret ' 100' NEUSE RIVER /' r
\ .9875'\ 151. -• �- ---� / cp RIPARIAN BUFFER y o OWNER: BIG SKY ESTATES, L.L.C.
83.23'- �� �� - - \ \, p & 20' BUILDING
I 972.58' - \�
173,3 TRACK
I I
�_
206.70. \ � s REF: D.B. 10713, PAGE 1748
\ \ ' � �� I �- � - 4 .24'_ �136.18' �� � 4r� � �O. �
�- ��- \ --- _- - / �9.61' \ ,eF° REF: D.B. 17069, PAGE 1522
` / N gg__4004" W - - - `�' 18
�� �_ / -` �� a 44,744 S.F. \ REF. B.M. 2021, PG. 1670
\ OPEN SPACE #21 I --POSE, , / 'Cr,�� >:�, 1.027 AC. tw �`'�
\\ _ _,_I_ B.M. 2022, PG. // \ \ �- MIA=12,000 S.F. 50,0o NEW LIGHT TOWNSHIP
\ / = i / PHASE 1 \ , ' 6 44
p
B.M. 2022, PG. �
WAKE COUNTY NORTH CAROLINA
� PHASE 1 7i •;y. -90 S 7 I
w B.M. 2022, PG. 7r 241' p
�s `'. 100 50 0 100 200 0
�', - - z
lirs o
WAKE COUNTY, NC 43 2g19° 1SCALE 1"=100'///lr\\\ ,
TAMMY L. BRUNNERmREGISTER OF DEEDS16PHASE , AUGUST 23, 2022
B.M. 2022, PG. cnPRESENTED & RECORDED ON NOTES. PHASE , ZONED R-40W Ye7/28/2023 12:53: i 1 1) AREA COMPUTED BY COORDINATE METHOD. M. 2022, PG.
tS IIII IIII 11111111111111 1111 2) THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY. PIN #1822.01 -09-6598
3) ALL NOTES, DETAILS, CERTIFICATIONS AND SIGNATURES ARE ON m
Wilt"
BOOK:BM2823 PAGE:01332 SHEET 1 OF 3. SHEETOECjJ J PLC-004011 -2022
PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1253, WAKE FOREST N.C., 27588, (919) 556-3148

BKBM2023PG01333
r L.000 VVI\Y
F
WAKE COUNTY, MC 44 STATE OF NORTH CAROLINA \ \ j
(21
NTAMMY L. DRUMMER D.B. 11504, PAGE 1919 4g
REGISTER OF DEEDS �/
B.M. 2005, PAGE 878 pO c
0.2% ANNUAL FEMA PIN# 1823.03-01-7744 C' ��
PRESENTED 8 RECORDED 4N FLOODwAY
MAP 720-1823600E \` N \ �� J /
0?/2Br202ii
: 11DBs, 2019I 'III III II iii it II II ,g•51'05" E �_ __S\'51'N‘.2_NNNN°7,,
0"F n \
BOOK:DM2023 PAGE:01333 1% ANNUAL FEMA • o
FLOOD UNIT ZONE "AE" _ a �S tT SITE
MAP DECO-1823600E /----
IATED DECEMBER 6, 2019 /r--...4 : to,;37s. ,,.,,...._ ,,,,p,-....., /\--, , --
j _I 6 /s 8s'4o59 E 300.67' �' s _ - - - y - - �` s3• �\ \ °� 'S'j �r : 1�. I 1 _`
sr. ,-- ' ' -T I ) T
/ -_/ EASEMENT / i 20' DRAINAGE �3 %/ _ - = \ \ \ /� /�� �- \ / j�� / / O ..%/. , 0� _ EASEMENT FOR "d 7(// =__- "" `` - -t -� \ �ivl� �\1` --/ Jf co fI S `_ �" DIVERSION DITCH S I i (r- � "-: \\ / ' �/�/ 25' TR Ac` 6l _ _ 1 _ '� O ! r e 2 ,,� ~ Ilry ., 11 \ \ �` /Yi �� \,0' DRAINAGE,
50' NEUSE RIVER PRO ON t�j• �- _ "/ \ `\ 113,524 S.F. �. 2j3 (t �[7�/-ftIPARI BUFFER / �'` 0sk+1' =„\_ "-"",�� )1, •' ,\ 2.606 AC. Ak " E / b F �M1 � .OPENACE' A VICINITY M AP
�" / �'� OP (;SPACE . `� �, •5`' 736 `3`..J „' / -7-_._ `� :;,; 138,4558.vS Fc .�, , , sue,8 / f`� t <D, m 20' DRAINAGE \ MIA=12,000 S.F. ' __ ' ,,, `l• \ !'0 Cn �l/ O EASEMENT JN - -' 1: 7�_ � � 7 ,, l \ • 9209 c� 100' NEUSE RIVER / / , t`.<AR_I E iiD ;�*�+ i I ` , -
�// / -'i , '\VA �. la
\ �" .1'` RIPARIAN BUFFER Il/ // / / ,\ DR AGE, ACCESS ✓/ ii'1 \ 1100' WATERSUPPLY f `, ���`*&;MAINTENANCE > 1 �,ypc�� / � Df�AIt(AC�;ACC��S, /'� ; & 20' BUILDING �f0 S �r�v WATERSHED BUFFER & MAINTENANCE f d W ' � 74" MAPLEp� (j`3, / FROM TOP OF BANK ,,` T \ 0 SETBACK ' ti ''`:` 1 I 3 \i f $�L / �330 WET"POND FLOODOMIT ZONE 'AE" f c, \
SJ• \ EACH SIDE \ WET POND/b/ /f 3 - C�35p5 / 'I(�`%- MAP 3720-1823-001 °J. 20' DRAINAGE \ / " 7 20• DRAINAGE - DATED DECEMBER 6, 2019 I M�N J EASEMENT FOR ® _._"___DIVERSION DITCH \ �"191201 h� " + .t CROWN RID e ' i 39 / ,[ EASEMENT �_ ( � \,/ \` 78,41E S.F. 912 4Y . ' '0 ! ` O / I I20' DRAINAGE p \I ss I I COURT 50 o S 67,200 S.F. , ��'s2',J 46 3 I NI ? cn
92os, MiAB00--, O0 S.F C-23 ' . " PRIVATE R/W 1.543 AC. \ E 57,260 S.F. c`�'v 1832 I ('EASEMENT74,893 S.F. ., _ 1.315 AC. I 9 ` /MIA-12,000 S.F. >$ \, `, r, C.) / MIA=12,000 S.F. f 1� `\ \ �/ / j�439'2Aa '.,3 / 1.719 AC. +�, o �`�' C / I V o
�„ E MIA=12,o0o S.F. w /r` /� / 294) , 1833 I \ \ \ / v
•00 OM V ,/ / 20' DRAINAGE 6 N r' 100' NEUSE RIVER35 N ,n / 60' WATERSUPPLY
SHEET 2 OF 3 V J \\ WATERSHED BUFFER / / E/>1SMENT ,N 3 ( R 20IABUBLDNG I N F ice,
// HENRY J. VOORHEES JR. 0D
O n J 4: / / 45 1, N i N j. SETBACK \ \ - . g & BRIONY W. VOORHESS 9
j 20' DRAINAGE „oNE J - N ID.B. 11017, PAGE 198555111 °. R<O �� 9JJ6 EASEMENT j ! / 56,216 S.F. o< ^ I0 p ^ r .t PIN# 1822.01-29-0842g2� 4\ <\ V, N 1.291 AC. .� ix" O o` * \ 1
// 4C�2p 3� C/�1csr3 V J, 6�4J. ". ._. , ' 78z " MIA=12,000 S.F. f 0� (n 74,973 S.F. \ 125' TREE & Z4cD 6�2E �CiVEGETATION
© Rj s w • - 1.721 AC. x\s
PROTECTION ZONE*� N 6 ., 63. Jsj ' -' 0� / ry SR C SO MIA=12,000 S.F.SHEET 2 OF 3 ^, '- 3"3' " OsEby'JI' / ^ Ji • 1 )O20' DRAINAGE 1 I
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN `1 199 76., / 4. C-4 " " °' 355 C,� 1828 EASEMENT FOR EIP - EXISTING IRON PIPE
9 R' �` `'• '°+ 2z� ii) I DIVERSION DITCH I EIB - EXISTING IRON BAR
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY �' H' q Cam= t� v I 1 BEIP - BENT IRON PIPE
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS _ (`` 2g o 6 F 0 \\ BEIB - BENT IRON BAR
NOTED HERE ON;THAT THE BOUNDARIES NOT SURVEYED ARE 32RV C'� ., 55,3 8 S.F. CMQ {J/ _..,',/ 1 ' c �� h - --. \ BE - CONCRETE MONUMENT
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN ' �3J - 1.270 AC. ' ry ; G� EPK - EXISTING PK NAIL
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR SHEET 2 OF 3 MIA=12,000 S.F. O 247 66 I \ SPK - SET PK NAIL
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN •'`N / 31, 47,197 S.F. i $' co a, i° N-8_4_'0700" yy NIP - NEW IRON PIPE SET
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE �g� 3 �° 0 I 1 ` R/W -_ RIGHT OF WAY
,,,,,unn„q, \ 6'1 O 1.083 AC. I ATV - CABLE TV BOX
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL .� ,�. C� 6 \' I 1
.�` �',A ��� \ S s oD, MIA=12,000 S.F. -/ -j B - ELECTRIC BOX
SIGNATURE, LICENSE NUMBER AND SEAL ••` .cN R0 '., o � 11 L - TELEPHONE PEDESTAL
.`.,` SS <� �,�'. '� '..r�/1 oo oo in
40,376 S.F. ill 1 PP - POWER POLE
THIS 22nd DAY OF June A.D. 2023. Opp E 7O, ;,14' ! i `�'o I' 0.92E AC. m �. -"- OHL - OVERHEAD UNE
?=QQ` .�<='� j Z O t �? MIA=12 000 S.F. I I� ,°�° LP - UGHT POLE
Q 0L. o �' i 9S -
a, I
WM WATER METER
��%�, _ •
_ SEAL _ h 8s� 11 WV - WATER VALVE
`�-- L-3794 L-3794 = - SHEET 2 OF 3 j 4 .. .. I / CO - SEWER CLEAN-OUT
PROF SSIONAL LAND SURVEYOR LICENSE NUMBER Sr �g 41 © # 1 xf / 0/ 0, / 20' DRAINAGE \ I S.T. - SIGHT TRIANGLE
It :f,` -�'/ ' 57,266 S.F. 43,914 S.F. -� ( ACCESS EASEMENT N 6 . -. P.A.E. - PUBLIC DRAINAEASEMENTEEASEMENT
ASET
/"```. SUR'��'''4' `1 43,403 S.F. I 1.315 AC. . °' ® 4 1ACCESS
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN C '""""."."' O I 0.996 AC. MIA=12,000 S.F. 1.008 AC. 4 �, ,v IXXXXI- ADDRESS
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN '•., '4EL A. M�.`` 1� _ 1MIA=12,000 S.F. 1 49 l - NEW IRON PIPE
., MIA 12,000 S.F. 1
ORDINANCE THAT REGULATES PARCELS OF LAND. ',
,,,,,,,,,,,,,,`� i 44,632 S.F. MIA - MAXIMUM IMPERVIOUS ALLOWED
�7
1.025 AC.
y
��li L-3794 229.15' i\e, - Gio •..9j, . MIA=12,o00 S.F. MINIMUM BUILDING
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER -
o ,
M � �,I
j
SETBACKS R 40W
1805 f 1 FRONT 30'
CURVE TABLE o x� `" G'°r CORNER 30'
CURVE ARC LENGTH RADIUS CHORD LENGTH CHORD BEARING i.j _ 14289' 154.29' G� ,
c-23 1ee.38' eaoo• na.98' S 754a'3r E 31 " 50 I 0, REAR 30
- S 89'11 52 E 297.18 A` O iv. 15'
C-24 33.33' 25.00' 30.92' S 2433'33' E SHEET 2 OF 3 1 ? ° STREAM MANOR COURT 50' PRIVATE R/W 57 ,��, %• 62 517 S.F. S�`s?, SIDE
c-25 1.2E 325.00' 1.2E N 8rS>S'33' w
C-28 93.1e 325.00' 92.88' N 5439'01• W o J - 297.18' N 89'11'52" W -6 C` - \$ 1.435 AC. 27,. I
C-27 128.30' 325.00' 127.47' N 35107'40• W e 0 J •
C-28 139.88' 325.00' 138 58' N ,190'29• W UNE TABLE z h� 138 91' Q, 158 27' w tP� MIA=12,Ooo S.F. ! SUBDIVISION PLAT F O R
C-29 100.31' 325.00' 99.91' s 09'3B'3B' w UNE BEARING DISTANCE " G/ ^ -.I N 1
C-30 34 78' 25.00' 3204' S 21'?r 18' E L-34 N 83�06'18• W 13&f 274.18 +� -__ •p
c-31 1,8.8T 255.00' 115 85' N 3125'51- W L-35 N 83,061e' W 4,.73' I , 1800 N ; 1804 '_ a), 51 GRAND HIGHLAND ESTATES
C-32 116.79' 275.00' 115.91' N 2391'00' E L-36 N 00 48'0e E 37.94' i
C-33 28.82' 25.00' 25.55' S 1943'02" E L-37 N 00'48'08" E 100.00' 4 5 78,351 S.F. �, I
C-34 115.85' eaoo' mot s O4,1'54" w L-38 S 00.48.08' W 25.13' oa o, IHASE 2
C-35 99.59• 60.00' 8855' S 721srn• E L-39 S ,a'29'as- W 63.06' 40,100 S.F. 5© \ 1.799 Al"AC. I
44,634 S.F.
C-36 85.50' 60.00' 78 45' S 16'OE'33- W L-40 S 1818'04' E 8170• 30 0 I MIA=12,000 S.F. "LOTSUBDIVISION"
L-42 N73'54,4' E
0 ° 1.025 AC. 0.921 AC. 1 - BY LOT
C 37 19.50' 60.00' 19.42' S 483r41' W86.72' SHEET 2 OF 3 _ IW MIA=12,000 S.F. � 61,473 S.F. ` ;\ `,y �
C-38 . 21.01' 25.00' 20.40' s 32'5,38• w L-43 N 73'5414" E 86.72' MIA=12,o0o S.F. 1 1 1.411 AC. '\ I GARFFE SHERRON ROAD
C-39325.00' 26.48'
L-44 N 5048'14' E 79.47' ° i \ w
28.48' s 1,m', • w e i 1r
a0
c-40 124.19' 325.00' 12344• S 2424'09• w L-45 S 87tir4o" E 25.49' o ;o MIA=12,000 S.F. `��.. I OWNER: BIG SKY ESTATES, L.L.C.
C-41 35 89' 25 00' 32.73' N 78'14'35' E L-46 S 35'20 59' W 55.72' ! ,� ,co _I f \ �S'
C-42 35.69' 25.00' 3273' N 053r3T W L-47 S 35'20'S9' W 55.7r ! a -
�� �� REF. D.B. 10713, PAGE 1748
C-43 39.27' 25.00' 35 38' S 44'11'S2" E L-48 s o4'13'22• w 4a78' I o L..__
C-44 271.81' 275.00' 260.88' S 6229'12" w L-49 S 04"13'22' W 40.76' 1 i ,:-'Z \ ti, M
C-45 14374' 27500' 14211' S 1911'49" W L-50 N 1022'09• E 95.66' � W 1-3
I REF: D.B. 17069, PAGE 1522
C-46 23.55' 25,00' 22.69' N 2245'41" W L-51 S 10'22'09" W 112.74'_ -16 n S 544. 100' NEUSE RIVER N //'''''
DRAINAGE ap
C-47 45.02' 60.00' 43 98` N 28'14'S2' W _ 202.30
O RIPARIAN& 20' BUILDINGO.
O' EASEMENT \ •11 REF: B.M. 2021 , PG. 1670
C-48 73.08' 60.00' 88 85' S 28�08'41' W ti
C-49 32.88' 8a00' 3225' S 78'37'51' W SETBACK Ns
c_5o 37.37' eaoo' 3877' s e738'05' E c� cis o �92, ,t4
NEW LIGHT TOWNSHIP
C-51 93.89' 60.00' 84.80' S 05'5'48" E 2 0 r.
2
C-52 23s5� 2aoo• 2289� N 31'1r24' E U N wnlT WATERSUPPLY -_`.. moo.'' �657 I WAKE COUNTY, NORTH CAROLINA i-
LINE TYPE LEGEND 55
C-53 w Z8.19 325.00' 28.19 N 08�1 54' E
O w
_ / I I
C-54 109.48' 32500• 110.00' S 18'32',4' w 59,352 S.F. , 1w,, - " 58 ) f o
C-55 109.48' 325.00' 110.00' S 37'55.50" W PROPERTY UNE - UNE SURVEYED ' : ✓ .
C-56 109.48' 325.00' 110.00' N 57'19'25" E - - - RIGHT-OF-WAY 0 1.363 AC. 8.5 / 7 B. PHASE 2022 �G. 10I0 O 100 200 z
C-57 109.48' 325.00' 110.00' S 7643'01" W - - ADJOINING UNE - UNE NOT SURVEYED �'S ,. MIA=12,000 S.F. 1-' . / � -'/ O
C-58 39.27' 25.00' 35 36' N 4548'O6' E - OVERHEAD UNE .y / V / r '
BUILDING SETBACK '\ A9- 7 / 1 »
1• 6 -
C-59 157.34' 489.35' 158.81' N 57'31. 7' W 'S 3 9 PHASE 1
2 9
C-60 79.74' 750.9e 79.71• N 4432'42" W EASEMENT 19 �, 4 / / B 22, �/ SCALE 1 -100 s
- BUFFER � , W � / / m
C- 1SHEET 2 OF 3
c-2 74:8' 2255.0ar0' 73 S 5e'5e'39" W - FLOOD HAZARD SOILS - .�1•g22 �/� _ AUGUST 23, 2022
5233'39' W -
NOTES: / y �913 5 0 /// // ZONED R-40W Y
\ _ �/ PHASE 1 / OWNER/DEVELOPER: °,
1) AREA COMPUTED BY COORDINATE METHOD. 18 N o B.M. 2022, PG. I BIG SKY ESTATES, LLC PIN #1822.01-09-6598 c1
2) THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY. �p 3�62 8310 BANDFO T WAY m
` r � 3) ALL NOTES, DETAILS, CERTIFICATIONS AND SIGNATURES ARE ON SHEET 2 OF 3 0 RALEIGH, N.C. 27615 SHEET 3 3
0 i SHEET 1 OF 3.
�„ J �JJ
PLG-004011 -2022
PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1253, WAKE FOREST N.C., 27588, (919) 556-3148