NCC232160_Site Plan or Location Map_20230720

DocuSign Envelope ID:266DB249-541A-451E-B065-34A15B072A5A
DocuSign Envelope ID:67BBOD8E-EEDF-4A39-92B7-0FOFB8C64F65
GOVERNMENT CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF APPROVAL BY PUBUC UTILITIES CERTIFICATE OF PRELIMINARY APPROVAL OF WATER SUPPLY AND NOTES:
ROAD I HEREBY CERTIFY THAT 1 AM THE OWNER OF THE SEWAGE DISPOSAL SYSTEMS S spri„INSTALLED haO PROPOSED FOR
PROPERTY SHOWN AND DESCRIBED HEREON, WHICH THE DIRECTOR OF PUBLIC UTILITIES FOR JOHNSTON COUNTY, NORTH CAROLINA, INSTALLATION IN B5 DIVISION MEET PUBUC 1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
JOSEPHINE IS LOCATED IN THE SUBDIVISION JURISDICTION OF HEREBY CERTIFIES THAT THIS PLAT MEETS ALL JOHNSTON COUNTY STANDARDS HEALTH REQUIREMENTS AS DESCRIBED IN APPENDIX 11 DISTANCES
ROADJOHNSTON COUNTY SUBDIVISION REGULATIONS. FINAL APPROVAL 2) AREAS COMPUTED BY COORDINATE METHOD.
JOHNSTON COUNTY AND THAT I HEREBY ADOPT AND REQUIREMENTS FOR PUBLIC UTIUTIES REQUIRED BY THE JOHNSON COUNTY FOR INDIVIDUAL LOTS WITHIN THIS SUBDIVISION WILL BE BASED
o THIS SUBDIVISION PLAN WITH MY FREE CONSENT, ORDINANCES. UPON RECORDATION OF THIS PLAT. JOHNSTON COUNTY ACCEPTS ON DETAILED LOT EVALUATION UPON APPLICATION AND SUBMISSION 3) PROPERTY SUBJECT TO ALL EASEMENTS AND
it ESTABLISHED MINIMUM SETBACK LINT S, AND DEDICATE THE OWNER'S OFFER OF DEDICATION FOR PUBLIC WATER AND/OR SANITARY OF PLANS FOR PROPOSED USE. THIS PRELIMINARY CERTIFICATION RESTRICTIONS OF RECORD.
W ca
ALL STREETS, ALLEYS, PARKS AND OTHER SITES AND SEWER PURPOSES, ALL EASEMENTS, COMMON AREAS, AND/OR RIGHTS-OF-WAY IS ADVISORY ONLY AND CONFERS NO GUARANTEE. 4) NO. 5 REBAR IRON STAKES SET AT ALL LOT
L EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. SHOWN AND DELINEATED ON THIS PLAT AS DEDICATED FOR PUBLIC UT1L'I'' CORNERS UNLESS OTHERWISE NOTED
PURPOSES. NO STRUCTURES OR FENCES SHALL BE PLACED WITHIN THE PUBLIC oocusdyned by:
Q ELI=MENTAIRY H UTILITY EASEMENTS. ACCESS TO THE DEDICATED AREAS SHALL NOT BE BLOCKED 3/3/2023 5) ALL INTERIOR LOT LINES SHALL HAVE A 10' DRAINAGE
. NAND UTILITY EASEMENT. 5' EACH SIDE OF ALL LOT LINES
SITE OR OBSTRUCTED BY ANY FENCE OR STRUCTURES, UNLESS PRE-APPROVED S 6) A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE
o CESS IS PROVIDED WITH A 12' MINIMUM OPENING GATE. THE COUNTY SHALL DATE COUNTY H 5.A73CBC2,10D SO... AUTHORIZED REP.
oEl . INSIDE OF ALL EXTERIOR BOUNDARY UNES
CLI Y!<I NIb ROAD A HAVE THE R1Gt IT TO CLEAR AND/OR REMOVE ANY VEGETATION WITHIN THE 7) A 10' WIDE GRADING, SLOPE. DRAINAGE AND UTILITY
•
WATKINS PUBLIC UTILITY EASEMENTS. FURTHERMORE, THE COUNTY WILL NOT REPLACE EASEMENT IS RESERVED ON THE LOT SIDE OF AND
cco ROAD ANY LANDSCAPING (OTHER THAN GRASS, WHICH WILL BE REPLACED WITH SEED) NOTE: EACH LOT SHOWN HEREON MAY REQUIRE THE USE ADJACENT TO ALL STREET RIGHTS-OF-WAY
c\I WITHIN THE PUBLIC UTILITY EASEMENT AREA DISTURBED FOR MAINTENANCE OF OF SEWAGE PUMPS. LOW PRESSURE PIPE SYSTEMS, FILL 8) NO HORIZONTAL CONTROL FOUND WITHIN 2000'
o 0'•R�'0 THE UTILITIES. SYSTEMS. INNOVATIVE SYSTEMS OR ANY OTHER ALTERNATIVE OF SURVEY
o p0 23rd march SYSTEM TYPE AND SITE MODIFICATIONS SPECIFIED IN THE 9) GRID TIE BY GPS
23 NORTH CAROLINA LAWS AND RULES FOR SEWAGE TREATMENT 10) ZONING: AR
a) THIS THE DAY OF 20, AND DISPOSAL SYSTEMS, 15A NCAC 18A SECTION. 1900, 11) PARENT TRACT DEED DB 5904 PG 557
LE VICINITY MAP (NOT TO SCALE) THE ACTUAL SYSTEM TYPE, DESIGN AND SITE MODIFICATIONS 12) PARCEL NO. 06H06009A,06H06003B4O6H06009B
Oocusigrsed by. WILL BE DETERMINED AT THE TIME OF PERMITTING.
COUNTY OF JOHNSTON
a) atAlrutiA. fttrnil,V`
a)
0 co 26EAS2C77ESMEC..
I HEREBY CERTIFY THAT THIS RECORD PLAT HAS BEEN FOUND TO DIRECTOR [�r rLII�I_TL VIILT'its
o rn DB 5904 PG 557 PB 52 PG 123
o o COMPLY WITH THE SUBDIVISION ORDINANCE OF JOHNSTON COUNTY, DB 1 131 PG 435 PB 56 PG 300
.4.4) (4, NORTH CAROLINA, AND THAT THIS PLAT HAS BEEN APPROVED FOR MAXIMUM IMPERVIOUS SURFACE AREA SHALL NOT DB 5333 PG 438 PB 31 PG 049
N RECORDING 1N THE REGISTER OF DEEDS OF JOHNSTON COUNTY. PB 70 PG 469
Lu T—DcsuSipnadhy: EXCEED 7120 SQUARE FEET PER LOT
> z 3/24/2023 jriLib4n. 6.4.Afteln.
0 LU 12
O � j, �6377ECA3CASD4D3...
m DATE SUBDIVISION ADMINISTRATOR QCt 3 DEPARTMENT OF TRANSPORTATION
O• z w DIVISION OF HIGHWAYS
U
Zr— a)
o THIS SURVEY: PROPOSED SUBDIVISION ROAD
zoo CONSTRUCTION STAND DS CERTIFICATION
0 °
O , ID A. CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF
iLi v, 14 x70 SFTE ]TRIANGLE
U 0 .5 A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE
z < a) THAT REGULATES PARCELS OF LAND. APPROVED �c )
I- Co co - CI B. IS LOCATED IN A PORTION OF A COUNTY OR MUNICIPALITY DI ICI ENGINE R � R 2. 25' .
Z •
THAT IS UNREGULATED AS TO AN ORDINANCE THAT
= Y REGULATES PARCELS OF LAND. I,a_ I, 2dz3
-,o 00 Q ❑ C. IS ONE OF THE FOLLOWING:
c m z. 1) IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR ONLY NORTH CAROLINA DEPARTMENT OF
.- I- ONE OR MORE EXISTING EASEMENTS ALS DOES NOT TRANSPORTATION APPROVED STRUCTURES
a CREATE A NEW STREET OR CHANGE AN EXISTING ARE TO BE CONSTRUCTED ON PUBLIC
STREET. REVIEW OFFICER'S CERTIFICATE RIGHT-OF-WAYS TYPICAL INTERSECTION
2) IS OF AN EXISTING FEATURE. SUCH AS A BUILDING Carolyn Allen DETAIL
OR OTHER STRUCTURE, OR NATURAL FEATURE, SUCH I, REVIEW OFFICER OF JOHNSTON COUNTY,
SUCH AS A WATERCOURSE. CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS NOTE: SIGHT TRIANGLES TAKE PRECEDENCE OVER
3) IS A CONTROL SURVEY AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. ANY SIGN EASEMENT
4) IS OF A PROPOSED EASEMENT FOR A PUBLIC UTILITY DocuSigned by:
AS DEFINED IN G.S. 62-3. 4/4/2023 bty& QI,Lu&
❑ D. IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION _ ( r y.. ALL. DRAINAGE EASEMENTS SMALL BE DEDICATED AS PUBLIC AND IT SHALL BE THE
OF EXISTING PARCELS, A COURT-ORDERED SURVEY, OR DATE REVI i�:t t . RESPONSIBILITY OF THE PROPERTY OWNERS TO MAINTAIN THE DRAINAGE EASEMENTS
OTHER EXEMPTION OR EXCEPTION TO THE DEFINITION OF AND ANY DRAINAGE STRUCTURES THERE IN, SO AS TO MAINTAIN THE INTEGRITY OF
SUBDIVISION
THE DRAINAGE SYSTEM AND INSURE Pt)STrIVE DRAINAGE.
❑ E. THE INFORMATION AVAILABLE TO THE SURVEYOR IS SUCH
THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION ROAD MAINTENANCE STATEMENT OF UNDERSTANDING THE OWNER. DEVELOPER. OR CONTRACTOR SHALL SET NE CENTERLINE OF THE EXISTING
TO THE BEST OF THE SURVEYOR'S PROFESSIONAL ABILITYROADWAY DITCH BACK TO A MINIMUM OF 12 FEET FROM TFIE EXISTING/PROPOSED EDGE
AS TO PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE. OF PAVEMENT ALONG ALL ROAD FRONT LOTS.
'" AM RESPONSIBLE FOR THE
o 1, ALL LOTS SHALL BE SERVED BY INTERNAL STREET SYSTEMS ONLY.
CONSTRUCTION, MAINTENANCE AND REQUIRED ROAD IMPIROVEMENTS
cp
0 OF THE SUBDIVISION STREETS ON THIS PLAT UNTIL THE EARLIER
o 02-10-23 OF THE FOLLOWING OCCURS:
L DATE SU MR APPROVED AND ACCEPTED FOR PERMANENT MAINTENANCE BY THE
in CV
*'*' NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AS PUBLIC
in
ROADS; OR
u ce SURVEYOR'S DISCLAIMER: NO ATTEMPT WAS MADE TO SUBDIVISION PLAT
-0>, LOCATE ANY CEMETERIES, WETLANDS, HAZARDOUS MATERIAL APPROVED AND TAKEN OVER BY THE HOMEOWNERS ASSOCIATION OF
v c SITES, UNDERGROUND UTILITIES OR ANY OTHER FEATURES FOR PRIVATE ROADS PERMANENT MAINTENANCE.
'a o ABOVE OR BELOW GROUND OTHER THAN THOSE SHOWN. HIGH SPRINGS
rou
L c
SOUL 0 02-10-23 r OF CORPORATION OR d NEf2 ,
L_c DATE S
oio
cn h
PHASE ONE
c c v a., BY: �, _-.,
�'r- ATE D LOPER 0 / ER OF CORPORATION
>1' FOR
>,0-C
.'- JONES .
L STATE OF NORTH CAROLINA, JOHNSTON COUNTY
tea,
=C CREEK, LL CO
I, CURS T. LANE DO HEREBY CERTIFY THAT THIS LEIIELAN D TOWNSHIP JOHNSTON COUNTY
�+v PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
a, PROPERTY SHOWN HEREON IS PARTIALLY AS SHOWN
.�' `vrom
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED LOCATED IN A FEMA DESIGNATED FLOOD ZONE. 3720165500 K r
�.: 2 c ro DESCRIPTION RECORDED IN BOOK 5904 , PAGE 557 , FEMA FLOOD HAZARD PANEL NO. JUNE 20, 2018 O TH CAROLINA
0 -;L ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY EFFECTIVE DATE: NORTH\ 1 I 1 V
INDICATED AS DRAWN FROM INFORMATION FOUND IN ������ �: 2023
u' BOOK_5904_ , PAGE 557 • THAT THE RATIO OF PRECISION
>,s� AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING 02-10-23 LEGEND OWNER: JONES CREEK. LLC.
o" GEO 'lgylAL(POSITIONING GPS) VACCURAATIONS CY STANDARDS,RE PART 2:D TO E DATE +S.0 VEYOF2 a jPE IRON PIPE FOUND SHEET 1 OF 5 GARNER,5160 HWY.C. 275 42 W
z cl)o STA RDS FOR GEODETIC NETWORKS AT THE 1 CM
0
IPS IRON PIPE SET
c_c 4-, CIA CONCRETE MONUMENT FOUND
o 4-, ACT,GRACY CLASSIFICATION (95% CONFIDENCE)USING RTK Q PKNF PARKER—KALON NAIL FOUND SURVEYED BY;
4-, o RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE PNKS PARKER-KALON NAIL SET
u • RRS RAILROAD SPIKE TLS _TRUE
j'7 SURVEYING;
o o e WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE i, CORK T. LANE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER 0 CSF COTTON SPIKE OUND (J,}/1//y �■J/1{R�rAND SEAL THIS,,,�th DAY OF FFBRUARY , A.D. 2023 • CS5 COTTON SPIKE SET DRAWN BY: ) PC:
rd v 0 ��+ MY SUPERVISION FROM AN ACUTUAL•CPS SURVEY MADE UNDER A CO CONTROL CORNER
+' `' +•,, CP COMPUTED POINT MIKE
WI— •,,r MY SUPERVISION, FOR THE PURPOS OF HORIZONTAL CONTROL IN PA' POWER POLE
+� o 0 --6- Esii-.0 rrr ORDER TO TIE THIS SURVEY TO NC GRID; AND THE FOLLOWING OPW OVERHEAD POWER UNE CHECKED BY; 205 WEST MAIN STREET
i E u O''�I': INFORMATION WAS USED TO PERFORM THE SURVEY: R/YJ Platy OF WAY
$ :Q4` �'. = CLASS OF SURVEY: CLASS AA S.F. ACRE
FEET CURKCLAYTC}N N.C. 27520
in r al r " .S r :� : POSITION ACCURACY: 0.036 FEET, ELUPT1CAL ERROR AXIS Ds DEED BOOK DRAWING NAME: otiAgia
s 1 = TYPE OF GPS FIELD PROCEDURE; VRS SESSION 2 CONTROL POINTS DO BEAT BOOK
!,-3gy BOM BOOK OF MAPS PHISHTI,DWG TELEPHONE: (919) 359-0427
DATES OF SURVEY: 9-15-22 PG PAGE !��
RVEYOR NAD 83 2011 EPOCH 2010.000 IF LINEAR FEET SURVEY DATE: �r FAX: (919) 359-0428
DATUM/EPOCH: �f155 LOT OFFS[fE SEWER
•r, . .yQS -• j?'. ,r`� PUBLISHED/FIXED-CONTROL USED: NC GNSS COBS AND RTK 15SL LOT HASE SEWER LOT 9-15-22 www.truelinesurveying.com
'4C(/A.�''-u �-.4„, .•�� GEOID MODEL: NAVD 88 USING GEOID 16 15R RECOMBINATION LOT
��',,.,, t+l"a +0 L - 3990 COMBINED GRID FACTOR: 0,99988058(AVG) n STREET ADDRESS JOB NO,
rHYl11Hl111l0- REPORTING UNITS: US FEET
LICENSE NUMBER . �.— - UNES NOT SURVEYED 122.398 C-1 859

DocuSign Envelope ID:266DB249-541A-451E-B065-34A15B072A5A
IPF MATCH TO SHEET 3 OF 5
N/F S88'48'11"E 288.18' NOTE: L14 do L17 ARE
JONES CREEK, LLC. AREA RESERVED FOR r
'o TIE LINES ONLY
PORTION OF FUTURE DEVELOPMENT
DB 5904 PG 557 86.569 AC+/- . CREEK--- 1v CRL
EEK 36
w PN 06H06003B c� 263.35'
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Z S86'19'10"W 263.68' L17
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HIGH SPRINGS N A 45418 SF ® Z
o c0 0 o to H
L6 DRIVE 2 1.043 AC N 41461 SF o 24 w
50' R/W o ss°, so° 20' PUBLIC � m s o o I
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IPF 0.5. r, (PUBLIC) ,,o'` �;� C25 �(,S°. O)� EASEMENT Ilikg83 50 48"W u'0 42742 SF
FLUSH r� 0,5. 7 ?), ,i
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0 8• / BUFFER 0.928 AC - S86'19'10"W 249.67 V
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Z s 7 \;%4,<•• N'A) 0 °" ti0 F 40040 SF 0.958 AC ct,<1, 'sO° °� N S c12' c'' '` 0
NOTE: 15' R/W DEDICATION AT THE SAS �6' 'S°j 40029 SF `r�' 0.919 AC oo s0• ,�, ° J
REAR OF LOTS 1-8 ALONG q �j '9 O' �j. �j
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o NOTE: ALL LOTS SHALL BE SERVED BY +S7.,•0 '7/�p�' N �^ 4(`s-c.SSO. 8.00, �� 43 �"'
THE INTERNAL STREEY SYSTEM ONLY. NO s \ \ °2..>. t.5` 4 �s8 40566 SF / ti�
z LOT SHALL ACCESS CLEVELAND ROAD. A �0,9 S`s7;s°R`SG- ‘� °?° °�O�,j(�F � 40040 SF 0.931 AC ,
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SUBDIVISION PLAT 6 • .9- ,��, © ��? �e 0.966 AC , 20,sr P
OF 11/ /�jh, �9 "0 40018 SF �'� s°?�, FM o���
HIGH SPRINGS IPF �j ` \0.919 AC 4;� s C5 01' 10 3c''e,o'F. r qcF /
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6 2Gss 1.421 ACjPHASE ONE /CJ ti C23 C2 O�j, IPF
9 Ns.. °� °�+ CONTROL CORNER
FOR s°'' „ ` �,2s �� \ 40114 SF 9 F 01 ?9
ECM A ,� , 0.921 AC x•• 0
JONES CREEK, LLCo IPF �ti � N $ 1.
= 43566 SF<s , �qA A 40591 SF `� 1 .000 AC
CLEVELAND TOWNSHIP, JOHNSTON COUNTY sR9. \c.6)GA.N 0.932 ACN 42627 0
NORTH CAROLINA IPF °`SF F� N SF �5 yro°c NOTE: L11-L12 ARE
OWNER: JONES CREEK, LLC. 'VS6,, \ 0 0.956 \\ h TIE LINES ONLY
5160 NC HWY 42 W FEBRUARY 7, 2023 78�8 `, ,°� AC L117 �, o°'t'
GARNER, N.C. 27529 76 0
SHEET 2 OF 5 4,6
s
NOTE: L1-L4 ARE ?692" G ` \ rj 1 L120
TIE LINES ONLY 4' 77, ` LA 1'12 <,
N/F
PKNF' ''6'. ' �9 HEARON FAMILY, LLC.
2sF DB 5333 PG 438
STATE OF NORTH CAROLINA, JOHNSTON COUNTY 4' .c- PN 06H06005A
\C, sR '2 `
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS �� 95�,9�•
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN v`I IPF c 7 ' NOTE: 15' R/W DEDICATION AT THE
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED , Ri 7 F REAR OF LOTS 1-8 ALONG
DESCRIPTION RECORDED IN BOOK 5904 , PAGE 557 Q N 889 , �'S CLEVELAND ROAD
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY SR 133Q 6 68°2s3'�v `3� IPF 0.5" FLUSH
CONTROL CORNER
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK 5904 PAGE 557 ; THAT THE RATIO OF PRECISION `� ROAD �> NC GRID COORDINATES
AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING E,v, A LEGEND N 656413.3085
ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE P01- E 2158576.0098
GEOSPAI1AL POSITIONING ACCURACY STANDARDS, PART 2: 0 IPF IRON PIPE FOUND
STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM 0 IPS IRON PIPE SET
FOUND
ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK PKNF CMF PARKER--KALONRETE UNAILT FOUND SURVEYED BY:
RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE 0 PNKS PARKER-KALON NAIL SET
WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE 0 CST RAILROAD SPIKE TLS TRUE LINE ,�S''URTIL'YING P. C
AND SEAL �,ath DAY OF FEBRUARY A.D. 2023 00 CST COTTON SPIKE FOUND
��116ru CSS COTTON SPIKE SET
% h s, , 0 CC CONTROL CORNER DRAWN BY:
`�,•A,cN CARS •,'' CP COMPUTED POINT MIKE
,C0.42..0 POWER POLE
`�, `' F E S S%0'.(/�.40 0 OVERHEAD POWER UNE CHECKED BY:
� ti'• •, R/W RIGHT OF WAY
r2; 9�; S.F. SQUARER FEET CURK
2CLAYTON, N.C. 27520
AC ACRE
i : SEAL^ ': DB DEED BOOK DRAWING NAME: al 11A111,
i ; L-3990 - BOOM PLAT
OTK OF MAPS PH1SHT2.DWG TELEPHONE: (919) 359-0427
'• ;� Cr; : SURVEYOR LF UNEAR FEET SURVEY DATE: FAX: (919) 359-0428
,�'�i- ,'910 SURNo0/ �/ 0 100 200 300 15S 15SL LOT
TsHAS OFFS1TE SEWER LOT 9-15-22
ci C /� - & .. �* = 15R RECOMBINATION LOT WWW.truelineSUrVeying.cOm
- nil STREET ADDRESS JOB NO. C-1859
,,,�''�,,,,, MI,,,'PN```,,,, L - 3990 SCALE: 1" = 1 00' ---- LINES NOT SURVEYED 122.398
LICENSE NUMBER

DocuSign Envelope ID:266DB249-541 A-451E-B065-34A15B072A5A
SUBDIVISION PLAT
GOVERNMENT OF •
ROAD NiF
(
JOSEPHINEHIGH SPRINGS 1 CAROLINA PACKERS INC.
ROAD
o DB 1131 PG 435
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cL PN 05H06002
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J 0J .fI40
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ELEMENTARY m SITE N FOR \_` _
CLEVELANDROAD N JONES CREEK, LLC. L����, ��--- __ _ z
WATKINS - 46g \,
ROAD ROPD CLEVELAND TOWNSHIP, JOHNSTON COUNTY �, `�° "' S78.41•52E �'�
pO��P " 106.52. S6SS , z
NORTH CAROLINA i3>,
FEBRUARY 7, 2023 9 4-2.i,. s�
VICINITY MAP (NOT TO SCALE)
OWNER: JONES CREEK, LLC. SHEET 3 OF 5 S6
�,�
' 5160 NC HWY 42 W �Og. ��Q
STATE OF NORTH CAROLINA, JOHNSTON COUNTY GARNER, N.C. 27529 ` 100' RIPARIAN 798°B�S i, '.- �<
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS �` BUFFER
Ln PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
c>2 '�' s
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED <a,
a DESCRIPTION RECORDED IN BOOK 5904, PAGE 557 C/L �` Z S62•
co ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY CREK �: °70 . -.
°' INDICATED AS DRAWN FROM INFORMATION FOUND IN w 6> °F
Li BOOK 5904 PAGE 557 ; THAT THE RATIO OF PRECISION APPROX. LOCATION O? zo 23• ..`�
100 YEAR FEMA FLOOD �)
AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING / a or) o to
3
ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THEco
4,
a GEOSPAIIAL POSITIONING ACCURACY STANDARDS, PART 2: o ('
STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM ® ACI q
ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK
RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE to J 30' PUBLIC rW
WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE 162273 SF DRAINAGE o
AND SEAL THIS 10th DAY OF FEBRUARY A.D. 2023
3.725 AC 134767 SF EASEMENT o h
•,,,•���N,��CgRt��,.,,- 3.094 AC• ,O N62. z
�7 50' RIPARIAN 89 /7 /
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SEAL E SURVEYOR BUFFER ;y1k• o
L-3990 �60 � LA
c9I'o d' N/F7 v, Co 20
-,,- SUR' '•'� L - 3990 JONES CREEK LLC. ti9 i
., C! �1 •`• LICENSE NUMBER 75946 SF �' C30 /� 30
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PN•�` PORTION OF411)CO
DB 5904 PG 557 1 .743 AC o
cA 54110 SF
IPN 06H06003B N8749'02"W 408.62' co 1 .242 AC
I AREA RESERVED FOR r
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FUTURE DEVELOPMENT 58337 SF 34 a o Z
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l` ,A, \ ,\o5 ❑ CMF CONCRETE MONUMENT FOUND
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SB, , N CP COMPUTED POINT MIKE
7R, -°, P/P POWER POLE
OPW OVERHEAD POWER UNE CHECKED BY:
F 'y� R/W RIGHT OF WAY 205 WEST MAIN STREET
a \ S.F. SQUARE FEET CORK
4YAC CLAYTON, N.C. 27520
DB D BOOK 0111Alle
C DRAWING NAME:
\ PB DEED PLAT BOOK TELEPHONE: (919) 359-0427
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0 100 200 300 ty PAGE
FEET SURVEY DATE: '1 I' FAX: (919) 359-0428
155 LOT HAS OFFSITE SEWER
15SL OFFSITE SEWER LOT 15R RECOMBINATION LOT 9-15-22 WWW.trueIInesurveying.com
SCALE: 1" = 100' I I STREET ADDRESS JOB NO.
- -——- LINES NOT SURVEYED 122.398 C-1859

DocuSign Envelope ID:266DB249-541A-451E-B065-34A15B072A5A
GOVERNMENT \ N/F
ROAD ���__ Shy/,�7 C�,EEK CAROLINA PACKERS INC.
(73 �--
JOSEPHINE --- ---__ ___ DB 1131 PG 435
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OWNER: JONES CREEK, LLC. o No ;CO m N89'02'21"E 983.05' '
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0 cD o APPROX. LOCATION
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JOHNSTON COUNTY S85'46', AR
42374 SF 708.07' ,4 DB 1131 PG 435
NORTH CAROLINA 0.973 AC �46 ' PN 05H06002
N �. �G� 50' RIPARIAN 162.09' /
FEBRUARY 7, 2023 ���J��� 0 BUFFER N85'13'31"W ;
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STATE OF NORTH CAROLINA, JOHNSTON COUNTY 40566 SF ,`P titi s 1 .314 AC oh \�`\ ```
So•
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS �•4) T'�• L107 o`o
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN O r(v �7A3'1' 0›+
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED O� .h����y°50 F S L108 v N/F
DESCRIPTION RECORDED IN BOOK 5904, PAGE 557 , '� �y`1' �9 WILBUR LEMAY TURNER, JR
ETC.); 'THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY 49 C C gS, o L109 0 100 200 300 DB 674 PG 495
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK 5904 , PAGE 557 THAT THE RATIO OF PRECISION , 94284 SF PN 05H06002E
AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING �,� j�•4 .= -MI—� -,
ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE �°� ti 2.164 AC ,\�\'` SCALE: 1" = 100' e
GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2: < % ' IILL
STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM �7 /�-4� 20' p� v SURVEYED BY:
ACCURACY CLASSIFICATION (95% CONFIDENCOUSING RTK s s,
IT NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE 0 1 0 SO• 2- 4- D IyETLANOS TLS TRUE' LINE' SUR II�'YING l • C.'
WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE O 10 `tt. 0>� MFH �N'IC
AND SEAL THIS 10th DAY OF FEBRUARY , A.D. 2023 GO '67. F' // /\1' DRAWN BY:
,,,avow vows,' tt� / N,, N/F MIKE
,� C _,,d'•,,,,,, 7 HEARON FAMILY, LLC. CHECKED BY: 205 WEST MAIN STREET
FE s10th D DB 5333 PG 438 CURK
O.'Q-o tiy`, v': �IPF DRAWING NAME: iAill CLAYTON, N.C. 27520
?;a <•;�z 9 CONTROL CORNER PN 06H06005A PHISHT4.DWG TELEPHONE: (919) 359-0427
SEAL -
L-3990 SUR YOR SURVEY DATE: FAX: (919) 359-0428
'.c9 0. 9-15-22 www.truelinesurveying.com
��'',,,,0•- srJR='��,,,,,'�� L - 3990 MATCH TO SHEET 2 OF 5 JOB No22.39s C-1859
'',,,,RK T:•�PN,`` LICENSE NUMBER

DocuSign Envelope ID:266DB249-541A-451E-B065-34A15B072A5A
GOVERNMENT
ROAD
JOSEPHINE
ROAD
0
o a
p 1 w
m w
0
POLENTA g Fe
m
ELEMENTARY re
- 6 m SITE _
a,1 N
. ••. C�ELAND ROAD
- WA1'KINS •
• ROAD
PO5�(P R0�
LINE BEARING DISTANCE LINE BEARING DISTANCE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING
L1 S49'12'09"W 15.15' L64 N30'18'40"E 105.03' C1 25.00' 38.17' 34.57' N83'17'19"E
VICINITY MAP (NOT TO SCALE) L2 N31'32'22"W 106.46' L65 N23'57'45"W 53.65' _ C2 25.00' 33.10' 30.74' N01'36'57"E
L3 N48'54'02"W 105.69' L66 N15'04'07"E 97.78' C3 255.00' 56.83' 56.72' N29'55'53"W
L4 N49'30'13"W 39.60' L67 N33'41'24"E 97.82' C4 205.00' 96.27' 95.38' S36'59'57"E
L5 N27'25'40"E 60.23' L68 S88'48'50"E 187.20' C5 205.00' 322.01' 289.91' N84'32'53"E
L6 S62'20'53"E 3.77' L69 S66'00'49"E 19.39' C6 25.00' 39.27' 35.36' N05'27'07"W
L7 N66'27'12"E 50.00' L70 S79'30'56"E 45.18' C7 275.00' 57.58' 57.47' N44'27'14"W
N.
L8 S50'27'07"E 27.23' L71 S79'30'56"E 53.72' C8 275.00' 66.96' 66.80' N31'28'46"W
L9 N39'32'53"E 15.00' L72 S61'09'15"E 10.81' C9 275.00' 88.07' 87.70' N15'19'43"W
a L10 S71'40'16"E 53.64' L73 S69'06'33"E 40.09' _ C10 225.00' 55.33' 55.19' 513'11'54"E
co L11 S50'27'07"E 50.00' L74 S06'09'12"E 35.41' C11 225.00' 118.63' 117.26' S35'20'51'E
0o L12 N05'16'11"E 60.51' L75 NO3'40'50"W 49.95' C12 25.00' 39.27' 35.36' N84'32'53"E
I- L13 N06'09'12"W 13.42' L76 NO3'40'50"W 32.13' C13 275.00' 136.11' 134.72' N25'22'10"E
L14 576'09'14"E 53.21' L77 N05'43'34"W 31.56' C14 275.00' 58.32' 58.21' N05'06'54"E
Il L15 S50'27'07"E 34.08' L78 S05'43'34"E 28.36' C15 275.00' 22.87' 22.86' NO3'20'37"W
L16 N00'57'39"W 7.40' L79 S05'43'34"E 22.64' C16 325.00' 27.03' 27.02' S03'20'37"E
L17 N89'02'21"E 50.00' L80 S69'06'33"E 70.95' C17 325.00' 55.72' 55.65' S03'57'02"W
L18 SO0'57'39"E 60.44' L81 S83'45'45"E 44.01' C18 325.00' 100.40' 100.00' S17'42'43"W
L19 SOO'57'39"E 54.55' L82 S83'45'45"E 48.74' C19 325.00' 73.66' 73.51' S33'03'18"W
L20 S39'32'53"W 26.62' L83 S66'38'43"E 11.49' C20 255.00' 76.47' 76.19' 548'08'21"W
L21 539'32'53"W 92.66' L84 S43'26'36"E 55.52' C21 255.00' 78.16' 77.86' S65'30'42"W
L22 N77'01'01"W 22.36' L85 S47'57'20"E 79.54' C22 255.00' 67.86' 67.66' 581'55'00"W
L23 N50'27'07"W 27.04' L86 S34'10'41"E 48.73' C23 255.00' 67.86' 67.66' N82'50'10"W
_ L24 N50'27'07"W 30.04' L87 S16'06'43"E 41.77' C24 255.00' 110.20' 109.34' N62'49'56"W
L25 N23'53'13"W 22.36' L88 SO1'41'09"E 73.46' C25 25.00' 39.27' 35.36' S84'32'53"W
L26 552'58'14"E 65.95' L89 S13'07'05"W 10.81' C26 25.00' 40.37' 36.12' S06'42'41"E
L27 S51'50'02"E 19.89' L90 S13'07'05"W 43.15' C27 25.00' 21.03' 20.41' N30'14'54"W
L28 S49'52'42"E 58.18' L91 S33'01'17"W 82.19' C28 50.00' 72.91' 66.62' N12'34'13"W
L29 S49'02'33"E 121.16' L92 S33'49'24"W 92.96' C29 50.00' 41.15' 40.00' N52'46'50"E
L30 549'02'33"E 48.76' L93 S37'33'23"W 43.01' C30 50.00' 41.15' 40.00' 580'03'47"E
_ L31 S49'59'18"E 65.85' L94 S37'33'23"W 52.94' C31 50.00' 85.98' 75.77' S07'13'28"E
L32 S49'30'13"E 40.07' L95 S37'53'39"W 26.87' C32 25.00' 21.03' 20.41' S17'56'29"W
L33 549'22'05"E 19.65' L96 S42'21'00"W 98.38' C33 25.00' 21.03' 20.41' N29'49'15"W
L34 S49'22'05"E 28.67' L97 S41'00'43"W 80.14' C34 50.00' 62.64' 58.62' N18'01'32"W
L35 549'54'17"E 5.44' L98 S39'24'54"W 8.77' C35 50.00' 41.15' 40.00' N41'26'34"E
L36 S49'54'17"E 10.77' L99 S39'24'54"W 35.13' C36 50.00' 41.15' 40.00' N88'35'57"E
L37 S48'56'24"E 55.55' L100 S48'43'05"W 61.06' C37 50.00' 41.15' 40.00' S44'14'40"E
L38 N50'27'07"W 47.23' L101 S78'15'05"W 38.54' C38 50.00' 55.09' 52.35' S10'53'55"W •
L39 N50'27'07"W 40.14' L102 S62'32'58"W 74.20' C39 _ 25.00' 21.03' 20.41' S18'22'08"W
L40 N50'27'07"W 65.97' L103 S48'32'06"W 96.78'
L41 N51'28'01"W 114.91' L104 S12'23'23"E 31.27'
L42 N19'44'26"W 32.11' L105 S28'55'53"W 52.97'
L43 N19'44'26"W 44.07' L106 S2500'37"W 22.95'
L44 N07'48'55"E 69.21' L107 N84'51'44"W 23.01'
L45 N07'48'55"E 24.26' L108 S46'54'26"W 20.80'
L46 N32'34'59"W 63.14' L109 S46'54'26"W 27.43'
L47 N28'25'57"E 35.77' L110 S21'54'57"W 51.11'
L48 N83'46'49"E 5.03' L111 S46'48'43"W 74.68'
L49 N28'25'57"E 27.33' L112 S46'48'43"W 151.27'
L50 NO3'40'50"W 59.65' L113 S15'42'25"E 52.64'
L51 NO3'40'50"W 54.80' L114 S15'42'25"E 90.90'
L52 S49'12'09"W 72.87' L115 S49'12'09"W 129.88'
L53 S49'12'09"W 111.06' L116 N58'28'58"W 46.16' SUBDIVISION PLAT
L54 N15'48'39"W 58.77' L117 S78'36'49"W 93.70' - OF
L55 N12'39'09"E 31.72' L118 S49'12'09"W 347.39'
L56 N12'39'09"E 59.46' L119 N52'42'14"W 28.37' HIGH SPRINGS
L57 N37'44'48"W 71.19' L120 S82'18'21"W 28.57'
• - . . L58 N10'48'50"W 63.37' L121 S72'17'08"W 48.35'
L59 N10'48'50"W 101.15' L122 N49'02'33"W 10.69' .
t. - L60 N69'51'49"W 58.02' L123 N50'27'07"W 24.91' PHASE ONE
• L61 NO3'19'51"W 68.16' L124 N50'27'07"W 62.00'
_
_ L62 NO3'14'23"E 70.07' L125 N49'22'05"W 81.66'
, L63 N30'18'40"E 31.68' L126 N4T26'25"W 67.47' FOR
-
STATE OF NORTH CAROLINA, JOHNSTON COUNTY JONES CREEK9 LLC.
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN C LEVE LAN D TOWNSHIP JOHNSTON COUNTY
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK 5904, PAGE 557 NORTH CAROLINA
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY RMATION FOUND IN
• BOOK 5904 AS, PAGEN FRO 55INDICATED 7
'IN THAT THE RATIO OF PRECISION FEBRUARY 7, 2023
AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING LEGEND OWNER: JONES CREEK, LLC. '
ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE SHEET 5 0 F 5 5160E N 60 C HWY 42 9
GEOSPAIIAL POSITIONING ACCURACY STANDARDS, PART 2: 0 IPF IRON PIPE FOUND
STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM ® IPS IRON PIPE SET
ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK ❑ PKNF CMF PARKER-KALON NAIL FOUNDRETE MONUMENT D SURVEYED BY:
RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE 0 PNKS PARKER-KALON NAIL SET
WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE 0 CSFRRS RAILROADOTTONIKIKE TLS TRUE? LINE' ,�5 ' TRVEYIN6' P. C.
0 CSF COTTON SPIKE FOUND
AND SEA4��ThIJS, 0th DAY OF FEBRUARY , A.D. 2023 A CSS COTTON SPIKE SET DRAWN BY:
"� CA � '/,,
` CC CONTROL CORNER
�� O o� CP COMPUTED POINT MIKE
eQ` .FESS!o••%,�'., O W OVERHEAD P POWER POWER UNE CHECKED BY:
RAW RIGHT OF WAY 205 WEST MAIN STREET
CI S.F. SQUARE FEET CURK
_` o CLAYTON, N.C. 27520
a� 9("y
2' SEAL '; - DB DEED BOOK DRAWING NAME:
' - PB PLAT BOOK
L-3990 = te
BOM BOOK OF MAPS PHISHTS.DWG TELEPHONE: (919) 359-0427
-0 ,..• SURVEYORPG
LINEAR FEET SURVEY DATE: FAX: (919) 359-0428
. 9 -1 . .` 15S LOT HAS OFFSITE SEWER
• 'y° SURV�'� 15SL OFFSITE SEWER LOT 9-15-22
o ---`, 15R RECOMBINATION LOT www.truelinesurveying.com
'4 ARK T. - ? `� r1 STREET ADDRESS JOB NO.
��'''.uu...„.,,,.� L - 3990
LICENSE NUMBER ---- UNES NOT SURVEYED 122.398 C-1859