NCC232227_Site Plan or Location Map_20230727

I
IJOB NO: 20008
DWG:FV518
SITE o
BLACK
CREEK RD >v SITE DATA CERTIFICATE OF APPROVAL FOR RECORDING
co yATCyFiQ 3 PIN 166220-81-2752 I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS
# BEEN FOUND TO COMPLY WITH THE SUBDIVISION REGULATIONS OF
ti St TAX ID # 08H10017
THE TOWN OF FOUR OAKS, NORTH CAROLINA AND THAT THIS PLAT
0 PIN # 1 66220-71-661 1 HAS BEEN APPROVED BY THE BOARD OF COMMISSIONERS OF THE REFERENCES
Qr. . Z Z TAX ID # 08H10016A TOWN OF FOUR OAKS FOR RECORDING IN THE OFFICE OF THE AS SHOWN HEREON
Y S NUMBER OF LOTS PHASE 2: 35 REGISTER OF DEEDS OF JOHNSTON COOITY. _
v tP�yG AREA IN LOTS 10.59 ACRES / � � DB 5740 PGS 71DB 5740 PGS 03-714
c 1-- 1? AREA IN STREET R/W 2.85 ACRES
DB 5092 PG 452
w DB 5092 PG 966
13.44 TOTAL ACRES IN PHASE 2 /.//
/� DB 36544908 PG 9395
66
DATE MA R TOWN OF FOUR OAKS DB 721 PG 270
DB 3934 PG 859
DB 876 PG 385
VICINITY MAP (NOT TO SCALE) legillirt
�nDB 689 PG 241
illii/AP (DDB 689 PG 239
DB 1564 PG 460
PLANNI /ZONING DIRECTOR DB 665 PG 62
DB 465 PG 17
NOTES: ZONED R-10 DB 1227 PG 315
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND LOTS TO BE SERVED BY PUBLIC WATER SYSTEM DB 2261 PG 966
DISTANCES (U.S. SURVEY FEET) AND PUBLIC SEWER SYSTEMS DB PB 5033PGS 451
2) AREAS COMPUTED BY COORDINATE METHOD
PB 94 PGS 300-302
3) PROPERTY SUBJECT TO ALL EASEMENTS AND RESTRICTIONS NOTES FOR TOWN OF FOUR OAKS: PB 91 PG 23
OF RECORD. MAXIMUM IMPERVIOUS SURFACE AREA PER LOT IS 1. TOWN OF FOUR OAKS SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF PB 12 PG 171
4) ALL INTERIOR LOTS SHALL HAVE A 10' DRAINAGE & UTILITY EASEMENT, ANY DRAINAGE OR DRAINAGE EASEMENTS OUTSIDE OF STREET RIGHT—OF—WAY PB 13 PG 43
5400 SQUARE FEET (NOT TO INCLUDE PUBLIC SIDEWALKS) PB 43 PG 151
5' EACH SIDE OF ALL LOT LINES MAXIMUM IMPERVIOUS SURFACE AREA PER LOT FROM (UNLESS SPECIFICALLY DEDICATED AND ACCEPTED AS A TOWN EASEMENT HEREON);
BUT SHALL HAVE THE RIGHT TO ENTER, AND REPAIR OR CONSTRUCT, WITHIN ALL
ADAMS AND HODGE ENGINEERING
5) A 5' DRAINAGE AND UTILITY EASEMENT SHALL LIE INSIDE OF ALL DEDICATED DRAINAGE EASEMENTS IF DRAINAGE FROM WITHIN THE EASEMENT
EXTERIOR BOUNDARY LINES NEGATIVELY IMPACTS THE PUBLIC STREET RIGHT—OF—WAY.
2. TOWN OF FOUR OAKS SHALL NOT BE RESPONSIBLE FOR PRIVATE DRIVEWAYS OR
6) A 10' WIDE GRADING, SLOPE, DRAINAGE, SIDEWALK AND UTILITY EASEMENT IS RESERVED OPEN—END DRIVEWAY CULVERTS WITHIN THE STREET RIGHT—OF—WAY.
ON THE LOT SIDE OF AND ADJACENT TO ALL STREET RIGHTS—OF—WAYS
7) # 5 REBAR STAKES SET AT LOT CORNERS UNLESS OTHERWISE NOTED
8) 50' RIPARIAN BUFFERS MEASURED FROM TOP OF CREEK BANKS.
WETLANDS THAT MAY EXIST INSIDE OF 50' RIPARIAN BUFFERS WERE NOT FIELD LOCATED NOTE: NO STRUCTURES TO BE BUILT INSIDE ANY UTILITY EASEMENT
OR SHOWN. ANY IMPACT INSIDE OF RIPARIAN BUFFERS SHOULD BE EVAULATED FOR WETLANDS IN ADDITION TO ALL APPLICABLE RULES PERTAINING TO THE RIPARIAN BUFFER. NOTICE TO CONNECT TO PUBLIC UTILITY SYSTEM TYPICAL PUBLIC TOWN DRAINAGE EASEMENT
BUFFER CALLS TAKEN FROM ADAMS & HODGE ENGINEERING CONSTRUCTION PLANS. HOMEOWNER IS REQUIRED TO CONNECT TO PUBLIC WATER EASEMENTS ARE 1 0' FROM CL DRAINAGE
9) WETLANDS WERE FIELD LOCATED UNLESS OTHERWISE NOTED. NO DISTUBANCE IN WETLANDS. (AND SEWER, WHERE AVAILABLE) BEFORE CERTIFICATE OF PIPES CONNECTING CATCH BASINS
WETLANDS DELINEATED BY BROWN ENVIRONMENTAL GROUP. OCCUPANCY IS ISSUED FOR THE PRINCIPAL STRUCTURE.
x
* PUBLIC TOWN
CERTIFICATE OF FLOODWAY INFORMATION: DRAINAGE
NO LOTS IN PHASE 2 ARE LOCATED IN A FEMA EASEMENT— _ ■ CB
DESIGNATED 100 YEAR FLOOD PLAIN HOWEVER
A PORTION OF THIS PARENT TRACT IS LOCATED
IN A FEMA DESIGNATED 100 YEAR FLOOD PLAIN ,O���G RI*
AS SHOWN ON COMMUNITY PANEL NUMBER 3720166200K TIE TO NORTH CAROLINA STATE PLANE COORDINATE SYSTEM R/W 10' 10 R/W R/W k.,
EFFECTIVE DATE: JUNE 20, 2018 70' 70 CB' �'pQQ�
shs(ZZ °� / I, ETHAN N. STAUFFER CERTIFY THAT THIS SURVEY WAS TIED TYPICAL 10 x 70 SITE TRIANGLE EASEMENT TO PECAN VALLEY WAY
J ` ���' TO THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM BE PLACED AT EACH INTERSECTION
DATE PROFESSIONAL / D SURVEYOR AND THAT THE FOLLOWING INFORMATION WAS USED TO PERFORM THE TIE: (NOT TO SCALE) CB . 55' (PUBLIC) R/W R/w
CLASS OF SURVEY: AA R/W
POSITIONAL ACCURACY: .04'
THIS SURVEY: TYPE OF GPS FIELD PROCEDURE: RTK VRS
--)
DATES OF SURVEY: 6/1/20
1) CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF DATUM/EPOCH: NAD83/(2011) 2010.00
A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF; LAND. PUBLISHED/FIXED CONTROL USE: FIXED CONTROL
GEOID MODEL: 12B
511
h S/22. Zial/[,, COMBINED GRID FACTOR:
UNITS: 0.9998744
U.S. SURVEY FEET NOT TO SCALE
,9• .GI
DATE PROFESSIONAL D SURVEYOR GNSS RECEIVER USED
SPECTRA SP60
MI 8/2Z (/6���'"'�'' 7 I/ de"— CERTIFICATE OF OWNERSHIP AND DEDICATION
DATE
PROFESSIONAL LAND SUR OR I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S)
OF THE PROPERTY SHOWN AND DESCRIBED HEREON,
WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF
JOHNSTON COUNTY AND THAT I (WE) HEREBY ADOPT
THIS SUBDIVISION PLAN WITH MY (OUR) FREE CONSENT,
SURVEYORS STATEMENT: ESTABLISH MINIMUM SETBACK LINES, AND DEDICAT
E
THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED, BUT A ALL STREETS, PARKS, ALLEYS, AND OTHER SITESDICAND
NORTHC CAROLINAINGCOLICENSEDWIDTH
ATTORNEY—AT—LAW LOCATION
BE CONSULTED
CONCERNING CORRECT OWNERSHIP, WIDTH AND LOCATION OF EASEMENTS; EASEMENTS TO PUBLIC OR h( PRIVATE USE AS NOTED.
ANY CEMETERIES OR FAMILY BURYING GROUNDS NOT SHOWN ON RECORDED i
MAPS OR DEEDS MADE AVAILABLE TO THE SURVEYOR BY THE PRESENT V ,
OWNERS AT TIME OF THIS SURVEY AND OTHER TITLE QUESTIONS REVEALED
BY TITLE EXAMINATION. NO RESPONSIBILITY OF ANY OTHER NATURE IS ASSUMED DATE OWN S)
BY THE SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN SUCH AS: UNDERGROUND UTILITIES
WETLANDS, TOXIC OR HAZARDOUS WASTE MATERIALS, ETC.
STATE OF NORTH CAROLINA, JOHNSTON COUNTY REVIEW OFFICER'S CERTIFICATE
I,ETHAN N. STAUFFER DO HEREBY CERTIFY THAT ^� SHEET 1 OF 3 OWNER CONTACT:
THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN I, .A e r�''u'64`/ REVIEW OFFICER OF JOHNSTON COUNTY, /� C & B DEVELOPMENT LLD.
ACTUAL SURVEY MADE UNDER MY SUPERVISION USING CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS FINAL SUBDIVISION PLAT 2880 ELEVATION ROAD
REFERENCES SHOWN HEREON; THAT THE BOUNDARIES NOT AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. FOUR OAKS, NC 27524
SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM FILJ LD YIE W VILLAGE LEGEND DB 5740 PGS 7 DB 5740 PGS 13-71
707-712
4
INFORMATION SHOWN HEREON; THAT THE RATIO OF PRECISION �q�Z022
AS CALCULATED IS 1: '+. THAT THIS PLAT WAS 5 ?Ate' • EIR EXISTING REBAR FOUND
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. DATE REVIEW CER • EIP EXISTING IRON PIPE/PIN (FOUND)
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, PHASEo IPS IRON PIN SET - # 5 REBAR
AND SEAL THIS 18TH DAY OF MAY , A.D., 2022 • EPKN EXISTING PARKER KALON NAIL FOUND
• ECM EXISTING CONCRETE MONUMENT FOUND
````\�e�,,,,CA,,,p�,�f� INGRAMS TOWNSHIP, JOHNSTON COUNTY 0 MNS MAG-NAIL SET
GRID CONTROL CORNER
���N,„,,,,,Rp��.,,, NORTH CAROLINA X COMPUTED POINT GREENBROOK
CL CENTERLINE
`�0,��•O� S/O�... �,. STATE OF NORTH CAROLINA, JOHNSTON COUNTY DATE: MAY 18, 2022 CB CATCH BASIN
_!'�' / THIS INSTRUMENT WAS PRESENTED FOR REGISTRATION.17: P/P POWER POLE , P C
EOP EDGE OF PAVEMENT • •
�_ S.F. SQUARE FEET
�� Filed in JOHNSTON COUNTY, NC AC ACRE @SURVEYING
s i! 9 L / AND RECORDING THIS DAY OF
�c'" its PRO ESSIONAL LAND SU`l, YOR Filed 05/19/2022 10:13:33 AM CBU CLUSTER MAILBOX UNIT C�4414
`(1��•9//� v0�.` CRRIG OLIVE, Register of Deeds TLO N/F NOLNE W OR FORMERLY
'i•„ •4 4,U NV * 2022 AT SSMH TIE SANITARY LSEWER MANHOLE
s��/yA.���s(f•-rN;��V�. Dep/Rsst asantos
-7,A{/• U DB DEED BOOK 305 East Main Street
n, •-� PG PAGE Clayton, North Carolina 27520
PLAT B: 96 P: 92 PB PLAT BOOK
�il i itiit'1�e`,`� L — 3839 GW GUY WIRE
LICENSE NUMBER BY REGISTER OF DEEDS DEPUTY REG. OF DEEDS RECORDED IN PB PG OPWOVER HEAD POWER WIRE
5HEci i 0f" R/W RIGHT-OF-WAY LET 919-427-8210 ncsurveyor®aol.com
DI �NESA NOT NSURVEYED ethan®greenbrooksurveying.com

JOB NO: 20008
C&B DEVELOPMENT, LLC. 68 DWG:FV518
NC GRID NAD 83/2011 DB 5740 PGS 707-712 � Q
RESERVED FOR _ PB 12 PG 171 21-5k5
FUTURE DEVELOPMENT TAX ID #08H10016A N
7 Lc), O C18
AREA IN PARENT TRACT = 31.70 AC +/-(GIS DATA) c. c� 59
/ PHASE 2 AREA - 2.02 AC as �19
/ RESIDUAL AREA IN 29.68 AC +/- o�
/ PARENT TRACT
/ N01'15'00"E 225.00' (TOTAL) 10' PRIVATE 41 MATCH
3O 695$
/ S01'15 00 W 91.82'
/�EIR TIE LINE ONLY EIR• 75.00' 75.00' 75.00' � I�DEASEMENT OLD TRACT LINE �ri� 60 as `,1P`(
/ I ,I' CENTERED 1pp16A p c3` V,
/ ON LOT # 08H �, 10373 SF o" Op L� 14
/ z z z LINES # 08N1p017 0238 AC $yco �P�-� �P` �Ci 1 ��
// 101� z o co
°° ��, 9$ Q
/ `/ 01 o RESERVED FOR 1.31 $ 1„le'�19 ' ' 1�
/ PB 94 0 6 o FUTURE DEVELOPMENT Eh-6 -5�5 Oo MATCH TO
// PGS 449-451 Ln
0 • 99 �� 98 i ST\ 7 SHEET 3
P.
20' PUBLIC �PL�
/ 10050 SF -,,, 10050 SF w h0 �6,
10050 SF w TOWN DRAINAGE
// 16A 0.231 AC o 0.231 AC o 0231 AC o EASEMENT 60 92 51g g8 15�6 acs o
# O8H100 b P. P. - CENTERED ON L5 "�N p
/ LINE # 08H1p017 10' OFFSET I STRCTURES __� C2 0- N21.3�5 \ 2p 26
/ TRACT REFERENCE (SEE0, 7 -C2 \ CP.,
01 IRON 75.00' I 95.00' SHEET 1) __GO' J j _ 00 \
7 \ ems" 10725 SF >
EIR 1 S01'15'00"W 105.92' EIR 75.00' FHYD 75.00' �e,J _ \ \ 25 00. 0.246 AC �o
• • SO1'15'00"W 320.00' (TOTAL) o'X70' SIGH 2p \ op"
TIE LINE ONLY -a TRIANGLE
rn PECAN VALLEY WAY EASEMENT (TYP-) \ 10260 SF >
PECAN VALLEY WAY r 1 o'x7o' SIGHT 15• 0 \ 0.236 AC ��
m N TRIANGLE 55' (PUBLIC) R/W 10'X70' SIGHT 2 `P� \ %p" 119A
55' (PUBLIC) R/W o °' EASEMENT (TYP.) TRIANGLE C11 rn� 24 --1O' PRIVATE
(PB 94 PGS 449-451) z / EASEMENT (TYP.) > DRAINAGE -
/ �- N01'15'00"E 207.90' (TOTAL) _ = �C16 0 10052 SF �'� \ EASEMENT �7526
-_ 1'15'00"W 78.00' . S01'15'00"W 78.00' • , _ _ _ l 102.90' - - 1 h_ ,..-
SOo; 0.231 AC -� \ CENTERED ON '
105.00' G� 2 23 <" �" \ LOT LINE - `s• •
TIE LINE ONLY EIR L1 -EIR-L2- mac, I - I �'� o \ u 20'
EIR I TIE LINE ONLY EIR i G c9
\ II 11 z 11 �d' 0038 AC N� \� -15* P�� / / 1 ' PRI A E RADIUS
20' PUBLIC 17 c9� 1 �O� EASEMENT
TOWN DRAINAGE 16 in 10' PRIVATE O o 0 03
22 > /77 26• /; 2989 RESERVED FORCENOTTRLDE N
co oo 0D EASEMENT co DRAINAGE ^' -Co15 FUTURE DEVELOPMENT
-I N 11241 SF 11057 SF w o co 10917 SF C iN16 5
cn m U' CENTERED ON I EASEMENT o o CP Cn
o c" 0.258 AC 0.254 AC • 0.251 AC •d' 0
oo r o STRUCTURES qI CENTEREDrn O o `s" �5g2 CURVE ARC LENGTH RADIUS CHORD BEARING CHORD LENGTH
z ( 9 ri (SEE DETAIL 5 5' ON LOT
( 8 m m / SHEET 1) 0 I ' LINES cn w g, Cl 39.27' 25.00' N46'15'OO��E 35.36�
/ PB 94 J �,, -U 25.2 C2 21.03' 25.00' S64'39'19 E 20.41
PB 94 - z c,, U' m C -� / C3 120.59' 50.00' N7O'20'41"E 93.42'
w r PGS 449-451 N O 0D O S01'15'00"W 127.90' -� g , "
PGS 449-451 ' c Ln 10 V) z N01'15'00"E 130.00' I ,�; o CJ D 75 6 0 gT`-co-NN-� , C5 120.59'5.34 25.00' S49'10'41"W 9 93.42'W 4
°'- 01 C7 I •o D r N01'15'00"E "w 10 20'
12013 SF 4" I al w v �0/ C7 r 42 69' =N1255 39 RADIUS C7 39.2C6 7' 25.00' N43'45'00'"W 35.36'
- EX. 20' PRIVATE 0.276 AC ol
DRAINAGE EASEMENT o ^ = o 15 18 �� \ \
C8 39.27' 25.00' N46'15'00"E 35.36'
3.47' - J rn 70 M c-) o \� C9 21.03' 25.00' S64'39'19"E . 20.41'
PB 94 PGS 449-451 I rr m p b c� n > 21 r' 6'
78 00 •EIR 91.63' 0 C� 0 10010 SF I- 11 173 SF * r _1 \cil C10 34.00' 50.00' S60'02'25"E 33.35'
- _ j TIE LINE ONLYm o" �'s C11 77.36' 50.00' N56'09'22"E 69.87'
EIR SO1'15'50"W 74.53'EIP EIR SO1'15'50"W 173.10'(TOTAL) N r- C/I N 0.230 AC 0.257 AC p 12186 SF 10' PRIVATE \ \oo" C12 77.47' 50.00' N32'33'23"W 69.95'
-' C7 I cn c.) C) 0.280 AC DRAINAGE \� �� C13 52.36' 50.00' S73'03'27"W 50.00'
N 0D I go! w EASEMENT \5 5 C14 21.03' 25.00' S67'09'19"W 20.41'
6' VINYL PRIVACY 20 x) n NQ ro ., CENTERED ON C15 35.75' 25.00' N4747'05"W 32.78'
FENCE TIP. O o r N01'15'00"E 130.00' c,, 0 50' LOT LINE �cP C16 50.13' 227.50' N13'07'54"W 50.03'
X 1 1 co o_4 • m o al o ' 35 \6' C17 8.48' 227.50' N20'30 45 W 8.48'
o I 17018 SF a, m �0237„ 10 RADIUS N00'10'30"E 156.52' \\ \,� C19 11.95' 400.00' S20'43'29"E 11.95'
o I 20 0.391 AC a 14 i; 51 \? C20 26.88' 172.50' Si T07'03"E 26.85'
N/F N RADIUSN I w p�� ��--EASEMENT20' PUBLIC OCENTEREDWN AGE \\ \✓ C21 45.34 25.00' S39'17'53"W 39.37'
WILLIE A. BARBOUR cO• ( 10378 SF C22 39.27' 25.00' S43'45 00 E 35.36'
DB 1564 PG 460 N \i - 0.238 AC oho �� / ON STRUCTURES \\
-� - al C •�
w X o 20' PRIVATE DRAINAGE EASEMENT O I- 0 19 \
.�li 20 �`
I- o S01'15'00"W 176.83' -vti rn 19962 SF N \
�\
�, CO
38794 SF 10' PRIVATE LINE BEARING DISTANCE
r7 S N01'15'00"E 125.24' I I 0.458 AC \ .4,.. L1 N01'15'00"E 54.53'
io 6' VINYL PRIVACY 5 5' F/F<� 0.891 AC DRAINAGE L2 N01'15'00"E 12.10'
EASEMENT
00 FENCE ' �\li� G(r <0 L3 S88'45'00"E 1.40'
N (0 Jai 10' PRIVATE .�1i, !u (S FT< cc) CENTERED ON L4 N88'45'00"W 6.73'
SO2'14'43"E 715.90'(GRID) EIi2 O� I �-DRAINAGE F 4/0?-NOS F0 LOT LINE -Ilk L5 S03'41'24"E 50.19'
715.99'(GROUND) o Q`P 13 co I EASEMENT LOCATED I FIELD 7a- Fig) L6 S4T21'13"E 9.79'
X 17509 SF P CENTEREDWETLANDS
L7 N41'39'15"E 20.00'
COMBINED FACTOR= w I ON LOTCD
�\li� /z
L8 N4T21'13"W 9.77'
0.9998744 GRID 0.402 AC U 10726 SF -? ° ��li -
LINES (SEE NOTE #9) LOGOS L25 N88'45'00"W 55.00'
CONTROL CORNER o 0.246 AC I I �� �� g1 RESERVED FOR NOT TO
o� NC STATE PLANE CLUSTER c,, F\� �1F �� FUTURE DEVELOPMENT SCALE
GRID COORDINATES MAILBOX L24
NOT TO \ GW NAD 83/2011 UNIT EASEMENTco
T J ,\Ii ,A,/ ,...
SCALEr DRAINAGE PRIVATE N N 20' PRIVATE .���i
\ N 620506.20' II" EASEMENT DRAINAGE SF-C
E 2168425.78' l \ U' . 11925' 62.82' NOT 18'38"E 1033.53'
205.87' 63.10 I 91•91' EASEMENT
OPW- - P )'TO 30 65' R L22 \ xN01'S4'S4'E 273.98' (TOTAL) ♦EIP NO2'18'38"E 244.59' , TIE LINE ONLY EIP
N01'50 20 E 268.97' TOTAL ECM AT
GRID TIE ONLY EIP OP�y (TOTAL)
CBU EAOSEMENT L3 FENCE 6' CHAIN-LINK FENCEOWNR CONTACT:
NCGS MONUMENT "PLAY" CORNER RUNS ALONG X C &EB DEVELOPMENT, LLC.
NC STATE PLANE GRID COORDINATES N/F PROPERTY LINE N/F 2880 ELEVATION ROAD
83/2011 NAD / I N/F FOUR OAKS, NC 27524
FOUR OAKS JOE MACK BARBOUR DB 5740 PGS 707-712
N 619790.85' WILLIE A. BARBOUR DB 5740 PGS 713-714
E 2168453.83' CIVITAN CLUB 20' PUBLIC TOWN DRAINAGE DB 4591 PG 605 DB 314 PG 564
ELEV= 201.41'(NAVD 88) (OBSERVED) DB 1185 PG 862 EASEMENT (LIMITS DEFINED
STATE OF NORTH CAROLINA, JOHNSTON COUNTY BY L22-L24) 50 0 50 100 150
I,ETHAN N. STAUFFER , DO HEREBY CERTIFY THAT LINE BEARING DISTANCE -
THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN L22 N01°50'20"E 60.48' rl - I '
ACTUAL SURVEY MADE UNDER MY SUPERVISION USING L23 N88°09'40'W 20.00' LEGEND
REFERENCES SHOWN HEREON; THAT THE BOUNDARIES NOT L24 S01°5o'20"W 22.10' SHEET 2 0 F 3 • EIR EXISTING REBAR FOUND Scale " O '
SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM • EIP EXISTING IRON PIPE/PIN (FOUND)
INFORMATION SHOWN HEREON; THAT THE RATIO OF PRECISION FINAL SUBDIVISION PLAT O IPS IRON PIN SET - # 5 REBAR
AS CALCULATED IS 1: 10°000'+° THAT THIS PLAT WAS • EPKN EXISTING PARKER KALON NAIL FOUND
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. FIELD VIE VILLAGE ECM EXISTING CONCRETE MONUMENT FOUND
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, 0 MNS MAG-NAIL SET
A GRID CONTROL CORNER
AND SEAL THIS 18TH DAY OF MAY , A.D., 2022 COMPUTED POINT
STATE OF NORTH CAROLINA, JOHNSTON COUNTY PHASE 2 X R PROPERTY LINE ,1 GREENBROOK
`���twilit:44i. FHYD FIRE HYDRANT so
/`�/� THIS INSTRUMENT WAS PRESENTED FOR REGISTRATION P/P POWER POLE
�`il� + CAA *,,
�4 , mo <0•,� INGRAMS TOWNSHIP, JOHNSTON COUNTY S.F.E SQUARE EDGE OFFEVEMENT --. CO SURVEYING
"'.` P. C.'". AND RECORDING THIS DAY OF Filed in JOHNSTON COUNTY, NC AC ACRE I 0
nv
CBU CLUSTER MAILBOX UNIT/ Filed 05/19/2022 10:13:33 AM NORTH CAROLINA C 44 >4
SEAL a� PROFESSIONAL LAND �/ VEYOR 2022 AT CRAIG OLIVE, Resister of Deeds N/F NOW OR FORMERLY
�" DATE: MAY 18 2022 TLO TIE LINE ONLY
L-3839 2_ SSMH SANITARY SEWER MANHOLE
a7 Dep/Asst asantos DB DEED BOOK 305 East Main Street
: �O a ,Z" PLAT B: 96 P: 93 PG PAGE Clayton, North Carolina 27520
��i`'''„Os [�\IT ',.''<<:t L - 3839 BY PB PLAT
GUY WOK
IRE
��'��°,'9/�, "'S .............
�v<C�,,+'��� LICENSE NUMBER REGISTER OF DEEDS DEPUTY REG. OF DEEDS RECORDED I N P B P G OPW OVER HEAD POWER WIRE
R/W RIGHT-OF-WAY
919-427-8210 ncsurveyor©ool.com
TYP. TYPICAL
ll �3 SN1r 2 f�F ,� LINES NOT SURVEYED ethan®greenbrooksurveying.com

IJOB NO: 20008
DWG:FV518
l&
NC GRID NAD 83/2011
CURVE ARC LENGTH RADIUS CHORD BEARING CHORD LENGTH -
C18 72.70' 400.00' S14'39'43"E 72.60'
C19 11.95' 400.00' S20'43'29"E 11.95'
C23 85.28' 345.00' N14'29'57"W 85.07' \\�.
C24 44.24' 345.00' NO3'44'37"W 44.21'
C25 40.40' 25.00' N46'13'16"E 36.14' i
C27 51.34' 525.00' N89'14'25"W 51.32' RESERVED FOR
C28 29.26' 25.00' N58'30'56"W 27.62' FUTURE DEVELOPMENT
C29 55.34' 50.00' N56'41'41"W 52.56' C&B DEVELOPMENT, LLC.
C30 37.20' 50.00' S70'17'09"W 36.35' li, li,
C31 122.81' 50.00' S21'23'41"E 94.19' DB 5740 PGS 707-712
C32 40.01' 25.00' S45'54'57"E 35.87' PB 12 PG 171 ` '
C33 39.27' 25.00' S44'55'49"W 35.36' TAX ID #08H10016A N00'04'11"W 337.50' (TOTAL)
C34 39.27' 25.00' S45'04'11"E 35.36' AREA IN PARENT TRACT = 31.70 AC +/-(GIS DATA) -
C35 65.52' 400.00' SO4'45'45"E 65.45' 80.00' 182.50' \\� / ��2 / z
C38 7.07' 475.00' N87'03 43 W 7.07' PHASE 2 AREA - 2.02 AC 75.00' FIELDWETLANDSED //���?// N �' ai,
RESIDUAL AREA IN 29.68 AC +/- `!'
PARENT TRACT `!' (SEE NOTE #9) / ��'/ ao
LINE BEARING DISTANCE
iii
L9 N05'26'10 E 50.03' / �� m
L10 S00'04'11"E 50.00' FIELD LOCATED =/
WETLANDS N 51 /�_ \i ,' ��
A00:19� (SEE NOTE #9) ��� / 1� TRACT L� -
°� cn 19732 SF / V�<v �• OLD
N16 22 A6 53 52 �,, 0.453 AC / Jm��2/ J o m
RESERVED FOR cri( / / .* v
FUTURE DEVELOPMENT 6� • 14363 SF 16803 SF o / to v-<r_
9C�. (JD 0.330 AC 0.386 AC rn - �N / ��
C O
,�°�N o RESERVED FOR co .� /�20, / ��: �i, z
2\��5 Ln FUTURE DEVELOPMENT . - w G31 !�/ t RESERVED FOR m my
N /F4o FUTURE DEVELOPMENT
85 0d o - C) n�(SFF NTH 41 vCgTEQ ,,
'�N �'- 20' PUBLIC TOWN p ',its
N215k51' �� 57 › 56 can OSH=16i "� �P'Ci _ , g� 20' EASBMENTOCENTEREIDNAGE
DRAINAGE EASEMENT
0. 0 12460 SF bl #- H100�7 CENTERED ON ` �" ON STRUCTURES
8 00 p� 10707 SF - 0.286 AC V CT LANE # OS STRUCTURES ,1 01 J .\\Ii,
5 w TRA (SEE DETAIL O N15'16'
���014 (�'. 0.246 AC OLD L10 SHEET 1) , -� 37"E 10g34, li,
N21.5� 10' OFFSET N. ' 3 C'`ii� - 75.00' 69.90' :� Cc _ �`Vo'
_ 69.00' C
REFERENCE C' I - -' - - .. TOTALrn
L15
��, C)I
�•co � _---
IRON 9.58'- 71.23� _ _I� J - S00'04'11"E 213.90' ( ) 0 OD - - - - -
�� C35 f
i9�y- 10189 SF_- FHYD S00'04'11"E 80.81'(TOTAL) 10TRIANGLEHT PECAN' VALLEY WAY Vry 50 i coN
�p� 59 -0.234 AC C\a EASEMENT (TYP.) 55' (PUBLIC) R/W D (SEWER PUMP
_ 15077 SF L13
a c'� G1g - 0.346 AC STATION)
_ c i N
TOTAL N 1 rn
p 10413 SF `so_ - _ 401.13' ( ) 60.16' PUBLIC TOWN °'
0.239 AC 6g 5$ - N00'04'11"W - -
75.00' 80.00' 2S - L 1 1_ - 75.00' 8 UTILITY
fi0 fir, �P� C24 35.97' 75.00' I 1 �+ EASEMENT
W I i L9 v N
col: P
z1 Co NO5'26'10'E 140.28' I L17
p" 8500 \1P\� i°14 C23 I I rn 40' PUBLIC TOWN UTILITY EASEMENT oN
MATCH TO �P�.l N Glcri
SHEET 2 h0 F.GP (( v��` b zl 1 O'X70' SIGHT I1 CENTERED ON LOT LINE20 - _ - - _ - - \-\9
'E i 519 g8 Q��' \P 1�•
z z z cnl io 3 m EASEMENTGLE(TYP.) 0
8�6a •1•�°51 � °6 o co ui l °'- (----) N RESERVED FOR �o LOCos �\li.,
�'2 w v v `�I I 10348 SF FUTURE DEVELOPMENT �`� ��PN 9)
ix\.) 26, 28 29 30 31 �'I I 0.238 AC `EE NOSE #
9$ o 27 o pi o o o I
19. 5 0 a O r�i
°14 5 4.P.. 11831 SF - 13308 SF 13848 SF 14388 SF c•
n1
2�5�51 \ Zp CI0 13024 SF rn 0.272 AC U4 0.306 AC o 0.318 AC co 0.330 AC wl I PUBLIC TOWN UTILITY EASEMENT
80.06' LINE CHART ``�'
N \ d: Na Iv_ Iv_ 01 1 LINE BEARING DISTANCE
�� Op• \ \ 0�, 10725 SF vl �' 1 NO2'21'27'W
L11 N05°26'10"E 129.49' FIELD LOCATED
\ (ID
op 0.246 AC o
e �q, LT,
Imo--10' PRIVATE L12 N84°21'04"W 26.06' 100 YEAR
L13 N05°31'13"E 4.18' FLOOD LINE
Hof, \ 5 5' DRAINAGE L14 N84°28'47"W 28.01' \\I//
L15 N05'34'48"E 70.01'
52 \ 10260 SF EASEMENT L16 S84°25'12"E 70.00' li,
'15' �- \ 0.236 AC a, CENTERED ON
pp' \ d. ��9� -55.19'- - LOT LINE L17 SO5°34'48"W 7.74'
24 F\ \�10, PRIVATE = _ - _ _ -59.04'- 75.35' I L18 S84°25'12"E 17.18'
DRAINAGE - - .- - _ _ 75.35' 75.35' RESERVED FOR L19 S17'00'40"E 17.62' li,
ao 10052 SF "'� \ EASEMENT _'15.26 ' �\ N05'25'02"E 340.28' (TOTAL) I FUTURE DEVELOPMENT L20 S05°26'10"W 178.26' �OCPTED
p, 0.231 AC �, \ CENTERED ON �� - L21 N84°34'S8"W 3.00' F�ELO PNpS
c^ LOT LINE - 20' 20' �I WET NOTE #9
�5 5 5 RADIUS RADIUS
15 2 � (SEE
MATCH TO tJ� _ 10' PRIVATE C&B DEVELOPMENT, LLC. PUBLIC TOWN UTILITY EASEMENT CURVE TABLE
SHEET 2 `A-A DRAINAGE
- .� �9\ <c°�P�l EASEMENT DB 5740 PGS 713-714 C37 20.000' 525.00'' 525.00' N87°310'S3"W 20.03'00
26 -(-3,--, r 29a' CENTERED ON PB 91 PG 23
'_ i j jN 6 � 5 W LOT LINE TAX AREA IN PARENT TRACTD#037.15017
AC +/-(CIS DATA)
592�_ RESERVED FOR PHASE 2 AREA -11.42 AC 50 0 50 100 150
- FUTURE DEVELOPMENT RESIDUAL AREA IN 25.73 AC +/-
m r: 1--1 '
,, 7
PARENT TRACT
STATE OF NORTH CAROLINA, JOHNSTON COUNTY Scale 1 " = 50
'
I,ETHAN N. STAUFFER , DO HEREBY CERTIFY THAT
THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN SHEET 3 0 F 3
ACTUAL SURVEY MADE UNDER MY SUPERVISION USING LEGEND OWNER CONTACT:
REFERENCES SHOWN HEREON; THAT THE BOUNDARIES NOT FINAL SUBDIVISION PLAT • EIR EXISTING REBAR FOUND C & B DEVELOPMENT, LLC.
SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM • EIP EXISTING IRON PIPE/PIN (FOUND) ELEVATION ROAD
INFORMATION SHOWN HEREON; THAT THE RATIO OF PRECISION FIELDYIE�P VILLAGE IPS IRONPIN SET # REBAR FOUR OAKS, NC 27524
AS CALCULATED IS 1: 10.000'+. THAT THIS PLAT WAS EPKN EXISTING PARKERR KALON NAIL FOUND DB 5740 PGS 707-712
5
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. ■ ECM EXISTING CONCRETE MONUMENT FOUND MNS MAG-NAIL SET
DB 5740 PGS 713-714
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, PHASE 2 0
AND SEAL THIS 18TH DAY OF MAY , A.D., 2022 A GRID CONTROL CORNER
X COMPUTED POINT GREENER 0 0K
```�0111111/111I4,� STATE OF NORTH CAROLINA, JOHNSTON COUNTY I N G RAM S TOWNSHIP, JOHNSTON COUNTY R PROPERTY LINE
CA ��� THIS INSTRUMENT WAS PRESENTED FOR REGISTRATION FHYD FIRE HYDRANT I.
P/P POWER POLE
;, � t,_,41/ NORTH CAROLINA SOP EDGE OFFEvEMENT _ SURVEYING, P. C.
4 I ri7X/%‹.So'.ry' ` /Z�'„"�` 11146t... AND RECORDING THIS DAY OF DATE: MAY 18, 2022 Ac ACREy Filed in JOHNSTON COUNTY, NC CBU CLUSTER MAILBOX UNIT /r ` C-4414
SE'1L PROFESSIONAL LANDSOR Filed 05l19l2022 10:13:33 RM N/F EN LI OR FORMERLY
TLO TIE LINE ONLY
151 L-3839 �+ 2022 AT CRRIG OLIVE, Register of Deeds SSMH SANITARYO SEWER MANHOLE
DB DEED BOOK 305 East Main Street
� .1iLOy0c' .
Dep/Rsst asantos PG PAGE Clayton, North Carolina 27520
-%, /5,•,, SUFI 0 ��, L - 3839 BY PLAT B: 96 P: 94 PB PLAT BOOK
'''•o•000000•''` ``'',��,`" RECORDED I N P B P C GW GUY WIRE
j'7N V` � LICENSE NUMBER OPW OVER HEAD POWER WIRE
R/W RIGHT-OF WAY 919-427-8210 ncsurveyor®aol.com
-rP REGISTER OF DEEDS DEPUTY REG. OF DEEDS TYP. TYPICAL ethanOgreenbrooksurveying.com
*Sipgiii im iT��gi, MEE- 3 O*' ---- LINES NOT SURVEYED