NCC221871_Site Plan or Location Map_20220517

DocuSign Envelope ID: 60A2CAD6-395A-4708-BBOA-33A657F33EF1
CERTIFICATE OF OWNERSHIP AND DEDICATION
CERTIFICATE OF APPROVAL BY PUBLIC UTILITIES
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CORNWALLIS
ROAD
SON —LAN
PARKWAY
0
GLEN R
o NC HWY 42
SITE
CORNWALLIS
ROAD
VICINITY MAP (NOT TO SCALE)
I HEREBY CERTIFY THAT I AM THE OWNER OF THE
PROPERTY SHOWN AND DESCRIBED HEREON, WHICH
IS LOCATED IN THE SUBDIVISION JURISDICTION OF
JOHNSTON COUNTY AND THATI HEREBY ADOPT
THIS SUBDIVISION PLAN WITH MY FREE CONSENT,
ESTABLISHED MINIMUM SETBACK LINES, AND DEDICATE
ALL STREETS, ALLEYS, PARKS AND OTHER SITES AND
EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED.
DocuSigned by: ' I
3/21/2022 (AY' dt,
DATE OWNER
I HEREBY CERTIFY THAT THIS RECORD PLAT HAS BEEN FOUND TO
COMPLY WITH THE SUBDIVISION ORDINANCE OF JOHNSTON COUNTY,
NORTH CAROLINA, AND THAT THIS PLAT HAS BEEN APPROVED FOR
RECORDING IN THE REGISTER OF DEEDS OF JOHNSTON COUNTY.
DocuSigned by: '' �� ""��
3/29/2022 r
y&SfbI& ky bvu
DATE SUBDI\ASWN"AW1T9TRAT5R
REVIEW OFFICER'S CERTIFICATE
Jodie R. H. Gay
I, REVIEW OFFICER OF JOHNSTON COUNTY,
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS
AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
DocuSigned by:
3/29/2022 JhbFMIt
�L G
DATE RE
PROPERTY SHOWN HEREON IS PARTIALLY AS SHOWN
LOCATED IN A FEMA DESIGNATED FLOOD ZONE.
FEMA FLOOD HAZARD PANEL NO. 3720163700 K
EFFECTIVE DATE:
02-10-22
DATE SURVEYOR
THIS SURVEY:
CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF
A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE
THAT REGULATES PARCELS OF LAND.
02-10-22
DATE SURVEYOR
SURVEYOR'S DISCLAIMER: NO ATTEMPT WAS MADE TO
LOCATE ANY CEMETERIES, WETLANDS, HAZARDOUS MATERIAL
SITES, UNDERGROUND UTILITIES OR ANY OTHER FEATURES
ABOVE OR BELOW GROUND OTHER THAN THOSE SHOWN.
02-10-22
DATE SURVEYOR
STATE OF NORTH CAROLINA, JOHNSTON COUNTY
i, CURK T. LANE_, DO HEREBY CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK 5781 , PAGE 584 ,
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK 5781 , PAGE 584 ; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING
ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE
GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2:
STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM
ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK
RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE
AND SEAL THIS 10th DAY OF FEBRUARY A.D. 2022
X�l0�
4 S w SURVEYOR
w
` L — 3990
LICENSE NUMBER
THE DIRECTOR OF PUBLIC UTILITIES FOR JOHNSTON COUNTY, NORTH CAROLINA,
HEREBY CERTIFIES THAT THIS PLAT MEETS ALL JOHNSTON COUNTY STANDARDS
AND REQUIREMENTS FOR PUBLIC UTILITIES REQUIRED BY THE JOHNSON COUNTY
ORDINANCES. UPON RECORDATION OF THIS PLAT, JOHNSTON COUNTY ACCEPTS
THE OWNER'S OFFER OF DEDICATION FOR PUBLIC WATER AND/OR SANITARY
SEWER PURPOSES, ALL EASEMENTS, COMMON AREAS, AND/OR RIGHTS —OF —WAY
SHOWN AND DELINEATED ON THIS PLAT AS DEDICATED FOR PUBLIC UTILITY
PURPOSES. NO STRUCTURES OR FENCES SHALL BE PLACED WITHIN THE PUBLIC
UTILITY EASEMENTS. ACCESS TO THE DEDICATED AREAS SHALL NOT BE BLOCKED
OR OBSTRUCTED BY ANY FENCE OR STRUCTURES, UNLESS PRE —APPROVED
ACCESS IS PROVIDED WITH A 12' MINIMUM OPENING GATE. THE COUNTY SHALL
HAVE THE RIGHT TO CLEAR AND/OR REMOVE ANY VEGETATION WITHIN THE
PUBLIC UTILITY EASEMENTS. FURTHERMORE, THE COUNTY WILL NOT REPLACE
ANY LANDSCAPING (OTHER THAN GRASS, WHICH WILL BE REPLACED WITH SEED)
WITHIN THE PUBLIC UTILITY EASEMENT AREA DISTURBED FOR MAINTENANCE OF
THE UTILITIES.
21st March 22
THIS THE DAY OF 20,
DocuSigned by:
COUNTY OF JOHNSTON /I a F"V
BY: ( k.
DIRECTOR OF PUBLIC UTILITIES
MAXIMUM IMPERVIOUS SURFACE AREA SHALL NOT
EXCEED 3500 SQUARE FEET PER LOT
NC HWY 42 VARIABLE WIDTH R/W (PUBLIC)
TRACTOR
SUPPLY
TRACT THREE
I
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1
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100' CP&L
EASEMENT
DB 707 PG 165
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50' COLONIAL
i PIPELINE EASEMENT
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I, CURK T. LANE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACUTUAL GPS SURVEY MADE UNDER
MY SUPERVISION, FOR THE PURPOSE OF HORIZONTAL CONTROL IN
ORDER TO TIE THIS SURVEY TO NC GRID; AND THE FOLLOWING
INFORMATION WAS USED TO PERFORM THE SURVEY.
CLASS OF SURVEY. CLASS AA
POSITION ACCURACY. 0.044 FEET, ELLIPTICAL ERROR AXIS
TYPE OF GPS FIELD PROCEDURE: VRS SESSION 2 CONTROL POINTS
DATES OF SURVEY: 10-15-21
DATUM/EPOCH: NAD 83(2011)/EPICH 2O10.000
PUBLISHED/FIXED—CONTROL USED: NC GNSS CORS AND RTK
GEOID MODEL: NAVD 88 USING GEOID 18
COMBINED GRID FACTOR: 0.99988851(AVG)
REPORTING UNITS: US FEET
TRACT ONE
TRACT TWO
ROAD MAINTENANCE STATEMENT OF UNDERSTANDING
Harold G. Carroll, 7r
I, AM RESPONSIBLE FOR THE
CONSTRUCTION, MAINTENANCE AND REQUIRED ROAD IMPROVEMENTS
OF THE SUBDIVISION STREETS ON THIS PLAT UNTIL THE EARLIER
OF THE FOLLOWING OCCURS:
APPROVED AND ACCEPTED FOR PERMANENT MAINTENANCE BY THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AS PUBLIC
ROADS; OR
APPROVED AND TAKEN OVER BY THE HOMEOWNERS ASSOCIATION
FOR PRIVATE ROADS PERMANENT MAINTENANCE.
Ford Meadows, LLC
NAME OF CORPORATION OR OWNER
3/21/2022
DATE
DocuSigned by:
BY:
DEVELOPER/OWNER/OFFICER OF CORPORATION
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROPOSED SUBDIVISION ROAD
CONSTRUCTI STANDARD ERTIFICATION
APPROVED
DIS T EN INEER
Faa io. 2G22_
ONLY NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION APPROVED STRUCTURES
ARE TO BE CONSTRUCTED ON PUBLIC
RIGHT-OF-WAYS
NOTE: SIGHT TRIANGLES TAKE PRECEDENT OVER
ANY SIGN EASEMENT
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
DISTANCES
2) AREAS COMPUTED BY COORDINATE METHOD.
3) PROPERTY SUBJECT TO ALL EASEMENTS AND
RESTRICTIONS OF RECORD.
4) NO. 5 REBAR IRON STAKES SET AT ALL LOT
CORNERS UNLESS OTHERWISE NOTED
5) ALL INTERIOR LOT LINES SHALL HAVE A 10' DRAINAGE
AND UTILITY EASEMENT, 5' EACH SIDE OF ALL LOT LINES
6) A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE
INSIDE OF ALL EXTERIOR BOUNDARY LINES
7) A 10' WIDE GRADING, SLOPE, DRAINAGE AND UTILITY
EASEMENT IS RESERVED ON THE LOT SIDE OF AND
ADJACENT TO ALL STREET RIGHTS —OF —WAY
8) GRID TIE BY GPS
9) PARENT TRACT DEED DB 5781 PG 584
10) PARCEL NO. 05EO1007C
REFERENCES:
DB 5781 PG 584
DB 4121 PG 662
DB 4573 PG 378
DB 2656 PG 774
DB 5995 PG 237
DB 4702 PG 477
DB 3617 PG 798
DB 3657 PG 830
DB 1593 PG 797
DB 4425 PG 322
DB 4573 PG 378
DB 5650 PG 760
10'x70' SITE TRIANGLE
(TYP)
PB 91 PG 9
PB 92 PG 155
TYPICAL INTERSECTION
DETAIL
ALL DRAINAGE EASEMENTS SHALL BE DEDICATED AS PUBLIC AND IT SHALL BE THE
RESPONSIBILITY OF THE PROPERTY OWNERS TO MAINTAIN THE DRAINAGE EASEMENTS
AND ANY DRAINAGE STRUCTURES THERE IN, SO AS TO MAINTAIN THE INTEGRITY OF
THE DRAINAGE SYSTEM AND INSURE POSITIVE DRAINAGE.
THE OWNER, DEVELOPER, OR CONTRACTOR SHALL SET THE CENTERLINE OF THE EXISTING
SITE DATA ROADWAY DITCH BACK TO A MINIMUM OF 12 FEET FROM THE EXISTING/PROPOSED EDGE
OF PAVEMENT ALONG ALL ROAD FRONT LOTS.
LOCATION......................................................NC HWY 42 ALL LOTS SHALL BE SERVED BY INTERNAL STREET SYSTEMS ONLY.
CORNWALLIS ROAD
JOHNSTON COUNTY
CURRENT USE...............................................VACANT
TOTAL AREA. ..................................... 2707531 SF 62.156 AC
AREA R/W PHASE ONE......................153141 SF 3.516 AC
AREA LOTS PHASE ONE.....................338143 SF 7.763 AC
AREA OPEN SPACE PH1......................43112 SF 0.990 AC
AREA IN BMP LOT...............................66483 SF 1.526 AC
RECREATION AREA PH1.......................57792 SF 1.327 AC
AREA IN RIPARIAN BUFFERS TOTAL ...... 277000 SF 6.359 AC SUBDIVISION PLAT
NUMBER LOTS PHASE ONE................................53 OF
AVERAGE LOT SIZE...................................0.147 AC
AREA IN FUTURE DEVELOPMENT .......... 1591671 SF 36.540 AC
ORD MEAD 0 WS
PHASE ONE
LEGEND
O IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
❑ CMF
CONCRETE MONUMENT FOUND
PKNF
PARKER-KALON NAIL FOUND
SURVEYED BY:
S
KNAIL SET
0 RRS
RAILROADSPIKE
TLS
O CSF
COTTON SPIKE FOUND
CSS
COTTON SPIKE SET
DRAWN BY:
CC
CONTROL CORNER
MIKE
CP
COMPUTED POINT
P/P
POWER POLE
OPW
OVERHEAD POWER LINE
CHECKED BY:
R/W
RIGHT OF WAY
S.F.
SQUARE FEET
CURK
AC
ACRE
DB
DEED BOOK
DRAWING NAME:
PB
PLAT BOOK
BOM
BOOK of MAPS
PH 1 SHTI .DWG
PG
PAGE
LF
LINEAR FEET
SURVEY DATE:
15S
LOT HAS OFFSITE SEWER
15SL
OFFSITE SEWER LOT
10-15-21
15R
RECOMBINATION LOT
100
STREET ADDRESS
JOB NO.
-------
LINES NOT SURVEYED
122.404
CLEVELAND TOWNSHIP, JOHNSTON COUNTY
NORTH CAROLINA
OWNER: FORD MEADOWS, LLC.
JAN UARY 24, 2022
SHEET 1 O F 5 GARNER,
R, N.C.7 W
GARNER, .C. 27529
TRIJ&' LINE SIIR!'�'YINC C, P. .
PAq
205 WEST MAIN STREET -
CLAYTON, N.C. 27520
TELEPHONE: [phone]
FAX: [phone]
www.truelinesurveying.com
C-1859

DocuSign Envelope ID: 60A2CAD6-395A-4708-BBOA-33A657F33EF1
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STATE OF NORTH CAROLINA, JOHNSTON COUNTY
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED I 10
DESCRIPTION RECORDED IN BOOK 5781 , PAGE 584 S
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK 5781 -, PAGE 584 ; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING
ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE
GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2:
STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM
ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK
RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE
AND SEAL THIS 10th DAY OF FEBRUARY A.D. 2022
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• SURVEYOR
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
209.05'
119.21'
117.60'
S06'56'47"E
C2
205.00'
34.77'
34.73'
N07'23'33"E
C3
257.36'
136.04'
134.46'
N01'02'21 "W
C4
25.00'
36.96'
33.68'
N26' 10'06"E
C5
25.00'
39.27'
1 35.36'
N66'28'51 "W
LINE
BEARING
DISTANCE
L1
S10'19'41"E
50.96'
L2
N68'31'12"E
30.58'
L3
N 11'09' 17"E
40.06'
L4
N11*09'17"E
19.31'
L5
S11'04'28"W
19.64'
L6
S11'04'28"W
59.32'
L7
S11'04'28"W
72.28'
L8
S21'28'52"E
14.01'
L9
N77'44'54"W
50.00'
IPF
SFWC
NC GRID COORDINATES IPF 0.5"
N 678727.6645 SFWC
E 2135122.7348
' NOTE: L1 IS A TIE LINE ONLY
N/F
NANCY F. COATS
DB 656 PG 61
PN 05EO1007A
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T.,•'�:`` LICENSE NUMBER
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PRIMAX PROPERTIES, LLC.
DB 5650 PG 760
PN 05EO1009X
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N/F
FORD MEADOWS, LLC.
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PORTION OF
DB 5781 PG 584
PN 05EO1007C
AREA RESERVED FOR
FUTURE DEVELOPMENT
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129231 SF
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MAXIMUM IMPERVIOUS SURFACE
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NC GRID COORDINATES
N6
N 678565.1307
E 2135660.7790� IPF 0.5"
SFWC
�21 41'
568 �1 O9�N
IPF 0.5"
SFWC
TRACT THREE
LA N/F
0 FORD MEADOWS, LLC.
PORTION OF
DB 5781 PG 584
�' PN 05EO1007C
IPF 0.5"
• SFWC
AREA RESERVED FOR
FUTURE DEVELOPMENT
87842 SF
2.017 AC ,*
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MAXIMUM IMPERVIOUS SURFACE 0
AREA SHALL NOT EXDEED rn
39410 SQUARE FEET CV
79.4019� 148.( MATCH TO SHEET 3 OF 5 L9
ONLyNE
IPF 0.5"
SFWC I I 04
SUBDIVISION PLAT C-)
OF
FORD MEAD 0 WS
PHASE ONE
CLEVELAND TOWNSHIP, JOHNSTON COUNTY
'IPF 0.5" NORTH CARO LI NA
SFWC JAN UARY 24, 2022 OWNER: FORD MEADOWS, LLC.
SHEET 2 OF 5 GARNER,
R, N.C.7 W
GARNER, .C. 27529
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TRACT TWO
IPF
71PF
Sgp 1
NOTE: L3—L4 ARE TIE LINES ONLY
N/F
FL CORNWALLIS, LLC.
STEEL BRIDGE
CROSSING, LLC.
DB 5995 PG 237
PN 05EO1007D
2�2 63'
N68 35 26
193
N/F
ANTHONY F. THORNTON
DB 4573 PG 378
PN 05EO1008N
S78.2 1 '4p"
E 84 24'
FORD MEADLLC. i
W PORTION OF
DB 5781 PG 584 i
PN 05EO1007C
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AREA RESERVED FOR
FUTURE DEVELOPMENT
73998 SF
1.699 AC i
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= MAXIMUM IMPERVIOUS SURFACE �
o AREA SHALL NOT EXDEED
go o 36999 SQUARE FEET
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----- NC GRID COORDINATES
S84 38'31-W 279.11'
N 678326.3625
E 2135982.8746
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DB 5930 PG 461
PN 05FO2199D
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LEGEND
IPF
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IRON PIPE FOUND
PS
IRON PIPE SET
CMF
CONCRETE MONUMENT FOUND
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PARKER-KALON NAIL FOUND
PNKS
PARKER-KALON NAIL SET
RRS
RAILROAD SPIKE
O CSF
COTTON SPIKE FOUND
CSS
COTTON SPIKE SET
CC
CONTROL CORNER
CP
COMPUTED POINT
P/P
POWER POLE
OPW
OVERHEAD POWER UNE
R/W
RIGHT OF WAY
S.F.
SQUARE FEET
AC
ACRE
DB
DEED BOOK
PB
PUT BOOK
BOM
BOOK OF MAPS
PG
PAGE
LF
UNEAR FEET
15S
LOT HAS OFFSITE SEWER
15SL
OFFSITE SEWER LOT
15R
RECOMBINATION LOT
100 1
STREET ADDRESS
- - - - - - -
UNES NOT SURVEYED

DocuSign Envelope ID: 60A2CAD6-395A-4708-BBOA-33A657F33EF1
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N/F
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JAMES B. COATS .
DB 949 PG 304
PN 05EO1007 I
IPF 0.5" \
SFWC J
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57�,019 I I ACCESS EASEMENT
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SCALE: 1 .0
STATE OF NORTH CAROLINA, JOHNSTON COUNTY
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK 5781 , PAGE 584 ,
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK 5781 PAGE 584 ; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING
ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE
GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2:
STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM
ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK
RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE
AND SEAL t ffi 10th DAY OF FEBRUARY A.D. 2022
f Pit,
OQ ESS/p �.��i
SEAL
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a SURVEYOR
SU;Oi
�►trf1���`1 L - 3990
LICENSE NUMBER
TRACT FOUR
N/F
FORD MEADOWS, LLC.
PORTION OF
DB 5781 PG 584
PB 92 PG 155
PN 05EO1007C
AREA RESERVED FOR
FUTURE DEVELOPMENT
1580331 SF
36.279 AC
MATCH TO SHEET 2 OF 5
TRACT THREE
N/F
FORD MEADOWS, LLC.
PORTION OF
i
DB 5781 PG 584
PN 05E01007C
Ls
11E LINE
_ ---------------
- - -
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AREA RESERVED FOR
ON`Y N
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S84 38'31"W
279.11'
FUTURE DEVELOPMENT
87842 SF
2.017 AC
414.58
J
N84 38'31E 119 79
OPEN SPACE
5989 SF o
43112 SF
0.990 AC
Z
1 0.137 AC
°'
n'
o
NS4 38'31"E 119.79'
TO BE DEDICATED
TO HOA
N
5989 SF 0
N
0 2 0.137 AC o
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N84 38'31"E 119.79'
-
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L, 5989 SF 0
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'38'31"E 119.79'
LINE
BEARING
DISTANCE
L10
S05'21'29"E
11.85'
L11
N05'21'29"W
25.00'
L12
N05'21'29"W
50.00'
L13
S10'57'24"E
14.59'
L14
N85'02'42"W
50.82'
L15
S10'19'41"E
40.15'
L16
S05'21'29"E
122.37'
L17
S84'38'31 "W
30.00'
L18
N05-21.29-W
122.37'
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C6
205.00'
28.23'
28.21'
S01'24'45"E
C7
25.00'
39.27'
35.36'
N50'21'29"W
C8
25.00'
39.27'
35.36'
N39'38'31 "E
C9
255.00'
9.61'
9.61'
NOV 16'42"W
C10
1 255.00'
68.76'
68.55'
NOV31'36"E
N84 38'31'E -n N84
90.00' g
0 5616 SF 40 �� r 0 5 .13 SAC
F 0 N
g 0.129 AC N , 0 w137 79 N
� M
O N84 38 31 E 119.79'
S84 38' 31 "W q 0
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1115 00' OLP 5989 SF 0
0 5750 SF 39 0 (n`� 0 6 0.137 AC
g 0.132 AC N84 38'31"E
S8438'31"W 115.00'
1 `119.79'
m 5989 SF 0
5750 SF 38 0 7 0.137 AC
0 0.132 AC o z ul ct 119.79'
o S84 38'31 "W 115.00 q O N84.38-31 "E
N
N 0 5750 SF 37 08 8 0. SF 0ct
137 AC
00.132AC0-1-�C 119.79'
S84 38'31"Wl -0 N84 38'31"E
C 0
115.00 07 v
0 5750 SF 36 0 0 9 6000 SF
CIL
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0 0.132 AC N N o 0.138 AC
LA
L CONTROL CORNER
P S8438'31"W 115.00' o = N8438'31"Er
m -121.21'
5750 SF 0 0 gc 10 6183 SF
35 0 0 0.142 AC
D 0 0.132 AC -
� 126.11' �
115.00. = N84 38'31"E
= S84'38'31"W N m
Ln
_ 5750 SF 34 0 0 6428 SF N
rn 0 0.132 AC 0 0 11 p 11 E 81 A o1'
0 -S84 38'31 "W N84 38 3
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6673 SF
5750 SF 33 0
0 0.132 AC
to S84 38'31"W 115.00' -
Ln
5750 SF e
0 0.132 ACo
S8438'31W 11-'
SUBDIVISION PLAT 31
OF
FORD MEAD 0 WS
PHA SE ONE
CLEVELAND TOWNSHIP, JOHNSTON COUNTY
NORTH CARO LI NA
JAN UARY 24, 2022 OWNER: FORD MEADOWS, LLC.
SHEET 3 OF 5 GARNER,
R,ININ.C.7 W
GARNER, .C. 27529
0 12 0.153 AC N
O
N84'38'31 "E
135.92' r'
6918 SF N o
0 13 0.159 AC
NC GRID COORDINATES
N 678326.3625
E 2135982.8746
N/F
WILLIAM F. TROXLER, JR.
DB 991 PG 87
PN 05FO2010A
10' PERMANENT PUBLIC
DRAINAGE EASEMENT (TYP)
NZ
L14
TIE UNE N84'38'31"E 140.82'
ONLY
a
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0
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11-1
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E NAIL SET
0 RRSPNKS
RAILROADKSPI
0 CSF
COTTON SPIKE FOUND
CSS
COTTON SPIKE SET
CC
CONTROL CORNER
CP
COMPUTED POINT
P/P
POWER POLE
OPW
OVERHEAD POWER LINE
R/W
RIGHT OF WAY
S.F.
SQUARE FEET
AC
ACRE
DB
DEED BOOK
PB
PUT BOOK
BOM
BOOK OF MAPS
PG
PAGE
LF
LINEAR FEET
15S
LOT HAS OFFSITE SEWER
15SL
OFFSITE SEWER LOT
15R
RECOMBINATION LOT
100
STREET ADDRESS
- - - - - -
- LINES NOT SURVEYED

DocuSign Envelope ID: 60A2CAD6-395A-4708-BBOA-33A657F33EF1
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OWNER: FORD MEADOWS, LLC.
5160 NC HWY 42 W
GARNER, N.C. 27529
STATE OF NORTH CAROLINA, JOHNSTON COUNTY
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK 5781 , PAGE 584 ,
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK 5781 , PAGE 584 ; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING
ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE
GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2:
STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM
ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK
RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE
AND SEAL THIS 10th DAY OF FEBRUARY A.D. 2022
0. ,1.141,1108$0
CAR
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s �.
SEAL
SURVEYOR
C� K T i`�••• LICENSE NUMBER
SUBDMSION PLAT
OF
MATCH TO SHEET 3 OF 5
33
S8438'31"w 115.00'
0
5750 SF 32 0
0 0.132 ACCL
TRACT FOUR o
N/F
FORD MEADOWS, LLC.
PORTION OF
S8438'31"W 115.00 I
0 5750 SF 31 0
0.132 AC
12
T N84 38' 31 "t,
T77�%%�%/ �• 92f 1 L/
135.
13 6918 SF
0.159 AC
L14
TIE LINE N84 3831"E 140.82'
ONLY 7163 SF
O
a0.164 AC
0
o�
o�
N
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C11
25.00'
30.77'
28.87'
S40'37'21 "E
C12
50.00'
28.24'
27.86'
S59'42'32"E
C13
50.00'
190.39'
94.50'
S65'33'21 "W
C14
25.00'
39.27'
35.36'
N50'21'29"W
C15
25.00'
39.27'
35.36'
N39'38'31 "E
C16
25.00'
39.27'
35.36'
S50'21'29"E
C17
25.00'
39.27'
35.36'
N39'38'31 "E
C18
25.00'
39.27'
35.36'
S50'21'29"E
C19
25.00'
39.27'
35.36'
N39'38'31 "E
o S84 38'31"W o " 145.72'
DB 5781 PG 584 z U: N84'38'31 E
PB 92 PG 155 115'00� � 7408 SF N
PN 05EO1007C 0 5750 SF 30 0 � 15 0.170 AC L,
CID g 0.132 AC -n N84 38'31'E o
AREA RESERVED FOR-150.62'
FUTURE DEVELOPMENT 115.00'
1580331 SF S8438'31"W 0 7653 SF �►
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\PHA SE ONE S84'38'31-W 115.00' 8389 SF
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\
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\ \ - GRASSLAND DRIVE L20 0, 'I
\ \ "555.00' (TOTAL THIS SHEET ONLY) 50.00' 50.00' A
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\ \ A. m S84 38'31 50.00' 50.00' S0.00' N o 0 90 0 ` o
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�180.03'
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DISTANCE
L19
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10.19'
L20
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25.00'
L21
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50.00'
L22
N84'38'31 "E
50.00'
L23
N05'21'29"W
25.00'
L24
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50.25'
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34.82'
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\ ` W �/ 1591671 SF
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\ ` DB 5781 PG 584
\\ \\ PB 92 PG 155 11�5ti/'� EXISTING 30'
\ PN 05EO1007C SANITARY SEWER
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WILLIAM F. TROXLER, JR.
DB 991 PG 87
PN 05FO2010A
10' PERMANENT PUBLIC
DRAINAGE EASEMENT (TYP)
1z1z1-
PF
CONTROL CORNER
NC GRID COORDINATES
N 677049.5375
E 2136019.3400
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COMPUTED POINT
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R/W
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AC
ACRE
DB
DEED BOOK
PB
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15SL
0 rrE SEWER LOT
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rl-0-0-1
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-
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DocuSign Envelope ID: 60A2CAD6-395A-4708-BBOA-33A657F33EF1
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DB 5781 PG 584
PB 92 PG 155
PN 05EO1007C
AREA RESERVED FOR
FUTURE DEVELOPMENT
1580331 SF
36.279 AC
100' RIPARIAN
y � BUFFER
RUN OF SWIFT CREEK
`�>. IS PROPERTY LINE
'� SEE PB 92 PG 156
`�y FOR FULL BOUNDARY
REFERENCE -"-
LINE ONLY
STATE OF NORTH CAROLINA, JOHNSTON COUNTY
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK 5781 , PAGE 584
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK 5781 , PAGE 584 ; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING
ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE
GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2:
STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM
ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK
RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE
AND SEAL THIS 1Oth DAY OF FEBRUARY , A.D. 2022
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LINE
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L26
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23.44'
L27
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50.00'
L28
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S00' 15'22"W
84.27'
(A I
00
OD
0
0
rn
J
\
RECREATION AREA
MAIL KIOSK AREA
69132 SF
1.587 AC
\
\
\
SUBDIVISION PLAT
OF
FORD MEAD 0 WS
PHASE ONE
CLEVELAND TOWNSHIP, JOHNSTON COUNTY
NORTH CARO LI NA
JAN UARY 24, 2022
OWNER: FORD MEADOWS, LLC.
SHEET 5 OF 5
5160 NC HWY 42 W
GARNER, N.C. 27529
\
\
\
\
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PORTION OF
DB 5781 PG 584
PB 92 PG 155
PN 05EO1007C
AREA RESERVED FOR
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1580331 SF
36.279 AC
L21
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�-- N84 38'31"E
D DRIVE 509 R/W (PUBLIC)
GRASSLAN
' Z 8 31 "W 380.00I (TOTAL PHIS SHEET ONLY)
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50.00' u.i i 30.00 9 6
N O
1100 �> `� N 5750
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\
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DB 5781 PG 584
PB 92 PG 155
PN 05EO1007C
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0 RRSRAILROAD TLS
O CSF COTTON SPIKE FOUND r.R&Z LINE'ASZ1.Rf7Zr1A7Cj P. C.0 CSS COTTON SPIKE SET DRAWN BY:
CC CONTROL CORNER
CP COMPUTED POINT MIKE
P/P POWER POLE
OPW OVERHEAD POWER LINE CHECKED BY:
R/W RIGHT OF WAY 205 WEST MAIN STREET
S.F. SQUARE FEET CURK
ACRE
DB DEED BOOK DRAWING NAME: CLAYTON, N.C. 27520
PB PUT BOOK
BOM BOOK OF MAPS PHISHT5.DWG TELEPHONE: (919V59-0427
LLFLINE
F AR FEET SURVEY DATE: FAX: [phone]
15S LOT HAS OFFSITE SEWER
15SL OFFSITE SEWER LOT 10-15-21 www.truelinesurveying.com
15R RECOMBINATION LOT
ri-00-1 STREET ADDRESS JOB NO.
- - - - - - - LINES NOT SURVEYED 197-404 C— 1 8