NCC220874_Site Plan or Location Map_20220224

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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 b��y:�� ''�
1112212021 °jVaSfbin IK,yt6v,
CERTIFICATE OF OWNERSHIP AND DEDICATION
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.
DATE OWNLtV
THIS SURVEY:
❑ A. CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF
A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE
THAT REGULATES PARCELS OF LAND.
❑ B. IS LOCATED IN A PORTION OF A COUNTY OR MUNICIPALITY
THAT IS UNREGULATED AS TO AN ORDINANCE THAT
REGULATES PARCELS OF LAND.
❑ C. IS ONE OF THE FOLLOWING:
1) IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR
ONE OR MORE EXISTING EASEMENTS AND DOES NOT
CREATE A NEW STREET OR CHANGE AN EXISTING
STREET.
2) IS OF AN EXISTING FEATURE, SUCH AS A BUILDING
OR OTHER STRUCTURE, OR NATURAL FEATURE, SUCH
SUCH AS A WATERCOURSE.
3) IS A CONTROL SURVEY
4) IS OF A PROPOSED EASEMENT FOR A PUBLIC UTILITY
AS DEFINED IN G.S. 62-3.
❑ D. IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION
OF EXISTING PARCELS, A COURT —ORDERED SURVEY, OR
OTHER EXEMPTION OR EXCEPTION TO THE DEFINITION OF
SUBDIVISION.
❑ E. THE INFORMATION AVAILABLE TO THE SURVEYOR IS SUCH
THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION
TO THE BEST OF THE TO THE BEST OF THE SURVEYOR'S
PROFESSIONAL ABILITY AS TO PROVISIONS CONTAINED IN
(A) THROUGH (D) ABOVE.
11-02-21
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 S WN.
11-02-21
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 5073 , PAGE 79 ,
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK 5073 , PAGE 79 ; 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% CONFIDEN CE)U SING RTK
RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE
AND_ SEA 11TH18t2�}t� DAY OF NOVEMBER A.D. 2021
CAP
SSIO
w
SURVEYOR
•��� s�•��Sl►�b�r,�Ciiz
LICENSE NUMBER
i rC T
�`cerecp+t`
DATE S000fffle MISTRATOR
ROAD MAINTENANCE STATEMENT OF UNDERSTANDING
�k'/�u 4
1,AM RESPONSIBLE FOR THE
CONSTR'dCTION,WAINTENANCE 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.
NAME OF CORPORATION OR OWNER
DATE
BY: 1�>_S_ 5zln__�
DEVELOP /OWNER FICER OF CORPORATION
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: 0.032 FEET, ELLIPTICAL ERROR AXIS
TYPE OF GPS FIELD PROCEDURE: VRS SESSION 2 CONTROL POINTS
DATES OF SURVEY. 10-27-16 & 11-02-21
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: 0.99988538(AVG)
REPORTING UNITS: US FEET
CERTIFICATE OF APPROVAL BY PUBLIC UTILITIES
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.
19th November 21
THIS THE DAY OF 20, _
DocuSigned by:
COUNTY OF JOHNSTON
BY: e�ax
DIRECTOR OF PUBLIC UTILITIES
MAXIMUM IMPERVIOUS SURFACE AREA SHALL NOT
EXCEED 3700 SUARE FEET PER LOT
LEGEND
O
IPF
IRON PIPE FOUND
PROPERTY SHOWN HEREON IS XXXX IS NOT
0
IPS
CMF
IRON PIPE SET
CONCRETE
LOCATED IN A FEMA DESIGNATED FLOOD ZONE.
PKNF
IL FOUNUD
FEMA FLOOD HAZARD PANEL NO. 3720162400 J
PRNNKKS
� �KALONE NAIL SET
EFFECTIVE DATE: DECEMBER 2, 2005
O
RS
CSF
COTTON SPIKE FOUND
CSS
COTTON SPIKE SET
0
CC
CONTROL CORNER
CID
COMPUTED POINT
P/P
POWER POLE
REVIEW OFFICERS CERTIFICATE
OPW
OVERHEAD POWER LINER/W
RIGHT OF WAY
Carolyn Allen
FEET
I, REVIEW OFFICER OF JOHNSTON COUNTY,
AC
DB
ACREARE
DEED BOOK
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS
BOM
PLAT BOOK
BOOK OF MAPS
AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
PG
PAGE
LF
LINEAR FEET
DocuSigned by:
15S
LOT HAS OFFSITE SEWER
11/23/2021 t_,I,(� (,�,�,(n,
rc bl � n,l
15SL
15R
SEWER LOT
RECOMBINATION
RECOMBINATION LOT
Fi�FB+1.
Fl-0-0-1
STREET ADDRESS
DATE REVIEW OFFICER
_
— —
_ LINES NOT SURVEYED
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROPOSED SUBDIVISION ROAD
CONSTRUC11ON STANDARDS CERTIFICATION
i
APPROVED f5L/&f'&
DIsTRffT ENGINEER
A/v✓ 10, ZOt(
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
NOTES:
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) ZONING: AR WITH IHI OVERLAY
10) PARENT TRACT DEED DB 5073 PG 79
11) PARCEL NO. 13EO4003B
REFERENCES:
DB
5073
PG 079
PB
86
PG
449
DB
2240
PG 809
PB
87
PG
361
DB
2248
PG 212
PB
88
PG
114
DB
859
PG 649
PB
89
PG
108
DB
1624
PG 012
PB
91
PG
123
PB
89
PG
252
10'x70' SITE TRIANGLE
(TYP)
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
ROADWAY DITCH BACK TO A MINIMUM OF 12 FEET FROM THE EXISTING/PROPOSED EDGE
OF PAVEMENT ALONG ALL ROAD FRONT LOTS.
ALL LOTS SHALL BE SERVED BY INTERNAL STREET SYSTEMS ONLY.
SUBDIVISION PLAT
OF
DANIEL FARMS
PHASE FOUR
PLEASANT GROVE TOWNSHIP, JOHNSTON COUNTY
NORTH CAROLINA
OCTOBER 18 2021
OWNER: DANIEL—LAN DEVELOPMENT
CLOY POLENTA ROAD
S H E ET 1 OF 4
CLAYTON, N.C. 27520

DocuSign Envelope ID: 025FFFF7-CB2C-4DO8-8E8A-46BOA6C1D775
MATCH TO SHEET 2 OF 4
20' PUBLIC DRAINAGE EASEMENT
N/F
DANIEL-LAN DEVELOPMENT
DB 5468 PG 950
PN 13EO5003K
LINE
BEARING
DISTANCE
L1
S89'53'47"E
50.00'
L2
N78'47'37"E
50.99'
L3
S89'53'47"E
50.00'
L4
S00'06'13"W
60.00'
L5
S00'06'13"W
55.00'
L6
S00'06'13"W
1.00'
L7
S00'06'13"W
59.00'
L8
S00'06'13"W
60.00'
L9
S00'06'13"W
55.00'
L10
S00'06'13"W
60.00'
L11
S00'06'13"W
60.00'
L12
S00'06'13"W
55.00'
L13
S0906'13"W
60.00'
L24
S00'06'13"W
54.98'
L25
N83'52'56"W
3.67'
L26
S00' 14'33"E
34.94'
IPF
41G N87' 11 '36"W 125.19'
TIE LINE ONLY
NOTE: L24-L26 ARE
TIE LINES ONLY
s45
TIE LINE O
ONLY Y
130.00;% L1 130.00 �l
w .Z/N89'53'47"W w /S89'53'47"E
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CONTROL 1S89 53 47 E 1
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A/G J ��` NOTE: L2 IS A
N84'54'30"W 130 L2 TIE 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 5073 , PAGE 79
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK 5073 PAGE 79 ; 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 SE6k,4?H179 ` 1d DAY OF NOVEMBER A.D. 2021
ssi
ISSEAL
L.3 _ SURVEYOR
C e
L - 3990
�i X T c• .
LICENSE NUMBER
.36 5
TIE LINE ONLY
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IPF 0.5" SFWC z
NC GRID COORDINATES
N 643322.8723
E 2127800.1315
IPF 0.5" N/F
SFWC DANIEL FARM HOMEOWERS
ASSOCIATION, INC.
DB 5657 PG 767
PN 13E04005M
,. RECREATION AND
MAIL KIOSKS
DANIEL FARMS
PHASE TWO
PB 89 PG 107
0 60 120 180
SCALE: 1 " = 60'
LEGEND
0
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
❑
CMF
CONCRETE MONUMENT FOUND
O
PKNF
PARKER-KALON NAIL FOUND
PNKS
RRS
PARKER-KALON NAIL SET
RAILROAD SPIKE
0
CSF
COTTON SPIKE FOUND
CSS
COTTON SPIKE SET
CC
CONTROL CORNER
CID
COMPUTED POINT
A/G
AT GRADE
SFWC
SET FLUSH WITH CAP
R/W
RIGHT OF WAY
S.F.
SQUARE FEET
AC
ACRE
DB
DEED BOOK
PB
PLAT 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
J
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0
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DANIEL FARMS
------ PHASE THREE-----------
"78'1 PB 91 PG 123 9 5�1
----------------+--------------------
1
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94 1
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SFWC
i 83 i
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S89'53'47"E 130.00'
TIE LINE ONLY
i 91
IPF 0.5"
SFWC
i 90 i
SUBDIVISION PLAT
OF
I NIEL FARMS
0
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SFWC
FOUR
PLEASANT GROVE TOWNSHIP, JOHNSTON COUNTY
IPF 0.5" NORTH CARO LI NA
SFWC
OCTOBER 18, 2021 OWNER: DANIEL-LAN DEVELOPMENT
2701 POLENTA ROAD
S H E ET 2 OF 4
CLAYTON, N.C. 27520
N
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0
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0
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0
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DocuSign Envelope ID: 025FFFF7-CB2C-4DO8-8E8A-46BOA6C1D775
MATCH
SHEET
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NC GRID COORDINATES
N 644363.5265
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DANIEL—LAN DEVELOPMENT \ /
DB 5468 PG 950
PN 13E05003K I I
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----�
�---------
50' ACCESS EASEMENT
PB 89 PG 252
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
25.00'
39.27'
35.36'
S44'53'47"E
C2
25.00'
39.27'
35.36'
S44'53'47"E
C3
25.00'
39.27'
35.36'
S44'53'47"E
C4
25.00'
39.27'
35.36'
N45'06'13"E
C5
25.00'
39.27'
35.36'
S45'06'13"W
C6
255.00'
3.35'
3.35'
SOO-28.47-W
N/F
DANIEL—LAN DEVELOPMENT
DB 5468 PG 950
PN 13E05003K
20' PUBLIC DRAINAGE EASEMENT
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 5073 , PAGE 79 ,
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK 5073 , PAGE 79 ; 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 SEA4,4TH6.2nd DAY OF NOVEMBER A.D. 2021
-♦"'
Jm
` SURVEYOR
.. .A
0 .
LICENSE NUMBER
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0
z
w
M
c0
0
0
0
z
w
0
0
0
z
w
M
O
0
0
z
w
i�
co
0
0
0
z
CONTROL
CORNFR
w
ih
co
0
0
O
z
MATCH TO SHEET 2 OF 4
LINE
BEARING
DISTANCE
L14
N00'06'13"E
50.00'
L15
S86'03'44"E
50.09'
L16
S42'05'27"W
67.27'
L17
S00'06'13"W
35.00'
L18
S00'06'13"W
35.00'
L19
N00'06'13"E
35.00'
L20
S00'06'13"W
60.00'
L21
S0906' 13"W
55.00'
L22
S00'06'13"W
60.00'
L23
S00'06' 13"W
40.00'
LEGEND
0
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
❑
CMF
CONCRETE MONUMENT FOUND
O
PKNF
PARKER—KALON NAIL FOUND
PNKS
RRS
PARKER—KALON NAIL SET
RAILROAD SPIKE
O
CSF
COTTON SPIKE FOUND
CSS
COTTON SPIKE SET
0
CC
CONTROL CORNER
CP
COMPUTED POINT
A/G
AT GRADE
SFWC
SET FLUSH WITH CAP
R/W
RIGHT OF WAY
S.F.
SQUARE FEET
AC
ACRE
DB
DEED BOOK
PB
PLAT BOOK
BOM
BOOK OF MAPS
PG
PAGE
LF
LINEAR FEET
15S
LOT HAS OFFSITE SEWER
15SL
OFFSITE SEWER LOT
15R
RECOMBINATION LOT
100 1
STREET ADDRESS
-
— — — — —
- LINES NOT SURVEYED
SUBDIVISION PLAT
OF
PLEASANT GROVE TOWNSHIP, JOHNSTON COUNTY
OWNER: DANIEL—LAN DEVELOPMENT
2701 POLENTA ROAD
CLAYTON, N.C. 27520
NORTH CAR 0 LI NA
OCTOBER 18, 2021
SHEET 3 OF 4

DocuSign Envelope ID: 025FFFF7-CB2C-4DO8-8E8A-46BOA6C1D775
0
N
M
OD
0
Q
z
STATE OF NORTH CAROLINA, JOHNSTON COUNTY
I,_CURK T. LANE , DO HEREBY CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTOL SURVEY MADE UNDER MY SUPERVISION (DEED
DES41PTION RECORDED IN BOOK 5073 , PAGE 79 ,
ETC. •• THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDI TED AS DRAWN FROM INFORMATION FOUND IN
BOOK 5073 , PAGE 79 ; THAT THE RATIO OF PRECISION
AS aLCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING
ACCACY (GPS) OBSERVATIONS WERE PERFORMED TO THE
GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2:
STAI#bARDS 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 SEA„M6_ DAY OFNOVEMBER , A.D. 2021
•♦,� 0[�,
` �i •
= r
SURVEYOR
• . pt `
L•a''""�'s'« L — 3990
���i���;� • %% LICENSE NUMBER
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C7
255.00'
190.66'
186.25'
N22' 16'33"E
C8
25.00'
21.03'
20.41'
N19'36'02"E
C9
50.00'
154.84'
99.98'
N84.13'31 "E
C10
50.00'
25.27'
25.00'
S07'25'20"W
C11
1 50.00'
61.07'
57.35'
S56.53'33"W
C12
25.00'
21.03'
20.41'
S67.47'25"W
C13
205.00'
155.97'
152.23'
S21'53'58"W
C 14
50.00'
12.63'
12.60'
S72.15' 11 "W
C15
50.00,
12.63'
12.60'
S5746'32"W
LINE BEARING DISTANCE
L27 N33.24'14"E 52.41'
NC GRID COORDINATES
N 644363.5265
E 2127362.0117
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DANIEL-LAN DEVELOPMENT
0
DB 5468 PG 950 ' Z
PN 13EO5003K
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I
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50' ACCESS EASEMENT
PB 89 PG 252
20' PUBLIC DRAINAGE EASEMENT SUBDIVISION PLAT
RUN OF/DAM BRANCH rTTT OF
iDANIEL FARMS
AIL
Wf7ZANOS
AIL
50' RIPARIAN
BUFFER
AIL
AIL
C9
AIL
Of 7L.4NOS
IL
PHASE FOUR
PLEASANT GROVE TOWNSHIP
JOHNSTON COUNTY
NORTH CAROLINA
OCTOBER 18, 2021
SHEET 4 OF 4
AIL
25' PERMANENT PUBLIC
NPS S82'34.�40.,E UTILITY EASEMENT
to12 97.92' NPS �_ - _ 84.17' \ /
N82.34'40.W
'Ace je
OWNER: DANIEL-LAN DEVELOPMENT
2701 POLENTA ROAD
CLAYTON, N.C. 27520
RUN OF/DAM BRANCH
f
If 7Z4NOS
MATCH TO SHEET 3 OF 4