HomeMy WebLinkAboutpg2CERTIFICATION 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 HARNETT COUNTY,
NORTH CAROLINA AND THAT I HERE ADOPT THIS PLAN OF SUBDIVISION WITH MY FREE
CONSENT, ESTABLISH MINIMUM BUILDING SETBACK LINES, AND DEDICATE ALL STREETS,
ALLEYS, WALKS, PARKS, AND OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE
AS NOTED. FURTHERMORE, I HEREBY DEDICATE ALL SANITARY SEWER AND WATER
LINES TO THE COUNTY OF HARNETT.
OWNER
SURVEYOR'S DECLARATION TO WHOM IT MAY CONCERN
THIS PLA T IS A CORRECT REPRESENTATION OF THE LAND PLATTED. A NORTH
N
CAROLINA LICENSED ATTORNEY AT LAW SHOULD BE CONSULTED CONCERNING
CORRECT OWNERSHIP, WIDTH, AND LOCATIONS OF EASEMENTS, ANY CEMETERIES
OR FAMILY BURYING GROUNDS NOT SHOWN ON RECORDED MAPS OR DEEDS MADE
AVAILABLE TO THE SURVEYOR BY PRESENT OWNERS AT THE TIME OF THIS SURVEY
AND OTHER TITLE QUESTIONS REVEALED BY TITLE EXAMINATION. NO
RESPONSIBILITY OF ANY NATURE IS ASSUMED BY THE SURVEYOR FOR ANY
CONDITIONS WHICH MAY PRESENTLY EXIST BUT ARE UNKNOWN SUCH AS:
CEMETERIES, FAMILY BURYING GROUNDS, TOXIC OR HAZARDOUS WASTE MATERIAL,
etc.
I, JASON E. GODWIN, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
RECORDED IN BOOK 3095, PAGE 88); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED AS BROKEN LINES (DRAWN FROM INFORMATION FOUND IN MAP
BOOK 3095 , PAGE 88 ); THAT THE RATIO OF PRECISION AS CALCULATED IS 1: 10,000 +:
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47 -30 AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL`` `71111 1
THIS DAY OF A.D., 2014.
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JASON E. GODWIN REGISTRATION NUMBER
SEAL =
L -5080
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I, JASON E. GODWIN, PROFESSIONAL LAND SURVEYOR NO. L -5080, CERTIFY TO ONE
OR MORE THE FOLLOWING AS INDICATED THUS X OR:
X A. THAT THIS PLAT IS OF A SURVEY THAT CREATED A SUBDIVISION OF LAND
WITHIN THE AREA OF THE COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE
THAT REGULATES PARCELS OF LAND.
_B. THAT THIS PLAT IS OF SURVEY THAT IS LOCATED IN SUCH PORTION OF A
COUNTY THAT REGULATES PARCELS OF LAND.
C. ANY ONE OF THE FOLLOWING:
_(1) THAT THE FOLLOWING IS OF AN EXISTING PARCEL OR
PARCELS OF LAND AND DOES NOT CREATE A NEW
STREET OR CHANGE OF EXISTING STREET.
(2) THAT THE SURVEY IS OF AN EXISTING BUILDING OR
OTHER STRUCTURE, OR NATURAL FEATURE, SUCH AS
WATERCOURSE; OR
_(3) THAT THIS SURVEY IS A CONTROL SURVEY.
_D. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH AS THE
RECOMBINATION OF EXISTING PARCELS, A COURT- ORDERED SURVEY OR OTHER
EXCEPTION TO THE DEFINITION OF SUBDIVISION.
_E. THAT THE INFORMATION AVAILABLE TO THIS SURVEY IS SUCH THAT I AM
UNABLE TO MAKE A DETERMINATION TO THE BEST OF MY PROFESSIONAL ABILITY
AS TO PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE.
JASON E. GODWIN, PROFESSIONAL LAND SURVEYOR
NO. L -5080
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROPOSED SUBDIVISION ROAD
CONSTRUCTION STANDARDS CERTIFICATION
APPROVED
DISTRICT ENGINEER
DATE
REVIEW OFFICER'S CERTIFICATE
STATE OF NORTH CAROLINA, COUNTY OF HARNETT
I, , REVIEW OFFICER
OF HARNETT COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION
IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
DATE
GENERALNOTES
1. AREA MEASUREMENTS CALCULATED BY COORDINATE METHOD.
2. ALL MEASUREMENTS ARE HORIZONTAL GROUND MEASUREMENTS UNLESS STATED
OTHERWISE.
3. EXISTING MONUMENTATION WAS FOUND AT PROPERTY CORNERS AS SHOWN.
4. NO TITLE SEARCH HAS BEEN PERFORMED ON THIS PROPERTY BY THIS OFFICE.
5. NO RECOVERABLE NCGS MONUMENTATION EXISTS WITHIN 2000 FEET OF THIS SITE.
6. ORIGINAL BOUNDARY RECORDED AT MAP# , HARNETT COUNTY REGISTRY.
7. NO DISCHARGE OR DISTURBANCE IS ALLOWED WITHIN THE WETLANDS.
8. NO OPERATING DOORS, WINDOWS CLOSER THAN 10' TO PROPERTY LINE.
9. NC 87 IS PART OF THE NCOOT THOROUGHFARE PLAN
10. THIS DEVELOPMENT IS WITHIN THE MILITARY CORRIDOR OVERLAY
11. SETBACK VERIFICATION/FOUNDATION SURVEYS ARE REQUIRED ON LOTS LESS
THAN 15,000 SQ FT AND SHALL BE SUBMITTED AT THE COMPLETION OF FOUNDATION
CONSTRUCTION.
12. THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTAINING ALL
DRAINAGE EASEMENTS ON PRIVATE PROPERTY.
13. FIRE HYDRANTS SHALL BE LOCATED IN SUCH A MANNER THAT NO PRIMARY
STRUCTURE IS FURTHER THAN 500 FEET FROM A HYDRANT. THE DISTANCE
BETWEEN HYDRANTS SHALL BE MEASURED ALONG STREET CENTERLINES. THERE
SHALL BE AT LEAST ONE FIRE HYDRANT AT EACH INTERSECTION. WHEN
RESIDENTIAL INTERSECTIONS ARE LESS THAN 700 FEET APART A HYDRANT IS NOT
REQUIRED BETWEEN THE INTERSECTIONS.
14. DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR THE MANORS
AT LEXINGTON PLANTATION IS RECORDED IN DEED BOOK 3091, PAGE 390, HARNETT
COUNTY REGISTER OF DEEDS.
15. WETLANDS HAVE BEEN DELINEATED AND JURISDICTIONAL DETERMINATION HAS
BEEN APPROVED BY THE U.S. ARMY CORPS OF ENGINEERS - FILE NUMBER
SAW- 2007 - 00902.
16. IRON STAKES SET AT ALL PROPERTY CORNERS UNLESS OTHERWISE NOTED.
17. SUBDIVISION NOT IN WATERSHED DISTRICT.
18. ALL LOTS IMPACTED BY FLOOD HAZARD AREA WILL REQUIRE ELEVATION
CERTIFICATE.
PUBLIC PLAT DECLARATION
ALL ROADS IN THIS SUBDIVISION ARE HEREBY DECLARED PUBLIC. THE
MAINTENANCE OF ALL STREETS AND ROADS IN THIS SUBDIVISION SHALL
BE THE RESPONSIBILITY OF PF DEVELOPMENT GROUP, INC. AND IT
SHALL BE THEIR RESPONSIBILITY TO BRING SUCH STREETS UP TO THE
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION BEFORE ANY STREETS ON THIS PLAT ARE ADDED INTO
THE NORTH CAROLINA STATE HIGHWAY SYSTEM. IF THE DISTRICT
ENGINEER HAS NOT RECOMMENDED THAT THE N.C. DEPARTMENT OF
TRANSPORTATION ACCEPT MAINTENANCE RESPONSIBILITY FOR THE
REQUIRED PUBLIC ROAD IMPROVEMENTS BY THE TIME THAT THE
COUNTY HAS ISSUED BILDING PERMITS FOR 75% OF THE LOTS SHOWN
ON THE RECORD PLAT, THE COUNTY SHALL NOT ISSUE ANY MORE
BUILDING PERMITS UNTIL THE DISTRICT ENGINEER MAKES SUCH A
RECOMMENDATION AND FORMALLY NOTIFIES THE SUBDIVISION
ADMINISTRATOR.
OWNER DATE
THIS IS TO CERTIFY THAT STORMWATER CONVEYANCE AND
CONTROL MEASURES HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE APPROVED PLANS AND
SPECIFICATIONS TO THE BEST OF OUR ABILITIES. DUE CARE
AND DILIGENCE WERE USED IN OBSERVATION AND
CONSTRUCTION SUCH THAT CONSTRUCTION WAS OBSERVED
TO BE BUILT WITHIN SUBSTANTIAL COMPLIANCE OF THE
PERMIT AND OTHER SUPPORTING MATERIALS.
JASON E. GODWIN, PROFESSIONAL LAND SURVEYOR
NO. L -5080
I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON HAS BEEN
GRANTED FINAL APPROVAL BY THE HARNETT COUNTY DEVELOPMENT
REVIEW BOARD PURSUANT TO THE REGULATIONS SET FOR BY E -911
ADDRESSING, ENVIRONMENTAL HEALTH, FIRE MARSHAL, PLANNING, AND
PUBLIC UTILITIES OF HARNETT COUNTY, NC, SUBJECT TO RECORDATION
IN THE HARNETT COUNTY OFFICE OF REGISTER OF DEEDS WITHIN
THIRTY DAYS OF THE DATE BELOW.
DEVELOPMENT REVIEW BOARD CHAIRMAN DATE
REGISTER OF DEEDS CERTIFICATE
STATE OF NORTH CAROLINA, HARNETT COUNTY
FILED FOR REGISTRATION AT _________
2014, IN THE REGISTER OF DEEDS OFFICE.
RECORDED IN PLAT BOOK ____ PAGE
REGISTER OF DEEDS
BY
Curve Table
Curve # Length Radius Chord Dir. Chord L
C104
54.79'
1330.00'
S66'03'57'W
54.78'
C105
39.86'
25.00'
;69. 26'23 "E
35.77'
C106
27.12'
290.00'
S21'05'1 1'E
27.11'
C107
62.05'
290.00'
S12- 16'40 "E
61.93'
C108
1 23.07'
1 320.00'
N8'12'49 "W
23.06'
C109
72.27'
320.00'
N1644'54"W
72.11'
C110
61.08'
320.00'
N28'41'09 'W
60.98'
C111
11.55'
25.00'
520'54'53 "E
11.45'
C112
10.26'
25.00'
54'04'58 "W
10.19'
C713
62.80'
45.00'
N24'08'28 "W
57.83'
C114
84.97'
45.00'
S61 '46'52 "W
72.90'
C115
64.20'
45.00'
S33'1 1'00 "E
58.89'
C116
7.93'
45.00'
S79'06.01'E
7.92'
C117
21.81'
25.00'
N59'09'04 "W
21.13'
C118
62.08'
280.00'
N2748'09 "W
61.95'
C119
74.79'
280.00'
N1347'59 "W
74.56'
C120
18.41'
330.00'
S7'44'48 "E
18.41'
C121
67.47'
330.00'
S15'12'10 "E
67.36'
C122
15.58'
330.00'
522'24'46 "E
15.58'
C123
37.02'
25.00'
N18'39'15 "E
33.73'
C124
50.53'
1330.00'
559'46'10 "W
60.52'
C125
77.28'
1330.00'
556'48'04 "W
77.27'
C126
55.65'
1330.00'
S53'56'1 7 "W
55.64'
C127
37.03'
25.00'
584'49'53 "E
33.73'
C128
28.45'
35.00'
S1 9-07'06'E
27.67'
C129
13.53'
45.00'
N4'26'44 "W
13.48'
C130
64.58'
45.00'
N54'10'20 "W
59.18'
C131
47.76'
45.00'
S54- 18.19 "W
45.55'
C132
72.14'
45.00'
S22'01'31 "E
64.66'
C133
16.51'
45.00'
S78'27'34 "E
16.42'
C134
28.45'
35.00'
N65'41'09 "W
27.67'
C135
39.85'
25.00'
N3'15'45'E
35.76'
C136
53.81'
1330.00'
547'46'05 "W
53.81'
C137
79.93'
1330.00'
S44'53'1 4 "W
79.91'
C138
77.83'
1330.00'
S41'29'21 "W
77.82'
C139
52.07'
1330.00'
S38'41'29 "W
52.07'
C140
35.86'
25.00'
N7839'51 "E
32.87'
C141
88.40'
265.00'
S48'30'21 "E
87.99'
C142
92.64'
265.00'
S28'56'02 "E
92.17'
C143
1 38.66'
1 265.00'
S14- 44 -23 "E
38.62'
Curve Table
Curve #
Length
Radius
Chord Dir.
Chord L
C144
21.03'
25.00'
S1332'02 "W
20.41'
C145
7.95'
50.00'
N33'04'18 "E
7.95'
C146
77.01'
50.00'
N15'36'24'W
69.62'
C147
61.90'
50.00'
584'48'24 "W
58.02'
C148
68.84'
50.00'
1 S9'54'03 "W
63.53'
C149
25.49'
50.00'
S44'08'42 "E
25.22'
C150
21.03'
25.00'
N34'39'21 "W
20.41'
C151
14.75'
315.00'
511'54'10 "E
14.75'
C152
72.16'
315.00'
S1 9'48'25 "E
72.00'
C153
72.16'
315.00'
532'55'54 "E
72.00'
C154
72.16'
315.00'
S46'03'24 "E
72.00'
C155
41.90'
315.00'
S56'25'49 "E
41.87'
C156
42.95' i
25.00'
S11'01'20'E
37.86'
C157
77.98'
1280.00'
S39'56'31 "W
77.97'
C158
78.97'
1280.00'
543'27'17 "W
78.96'
C159
80.84'
1280.00'
S47'01'53 "W
80.83'
C160
87.41'
1280.00'
S50'47'49 "W
87.39'
C161
87.41'
1280.00'
S54'42'34 "W
87.39'
C162
87.41'
1280.00'
S58'37'1 9 "W
87.39'
C163
87.41'
7280.00'
S62'32'04'W
87.39'
C164
61.55'
1280.00'
S65'52'06 "W
61.54'
C165
37.72'
25.00'
N69'31'34 "W
34.25'
C766
85.26'
1160.00'
566'35'47 "W
85.24'
C167
79.21'
1160.00'
562'32'04 "W
79.20'
CI 68
79.21'
1160.00'
558'37'19 "W
79.20'
C169
79.21'
1160.00'
554'42'34 "W
79.20'
C170
79.21'
1160.00'
S50'47'49'W
79.20'
C171
73.26'
1160.00'
S47'01'53 "W
73.25'
C172
71.57'
1160.00'
S43'27'1 7'W
71.56'
C173
82.06'
1160.00'
539'39'38 "W
82.04'
C192
10.08'
265.00'
S59'09'07 "E
10.08'
C193
120.11'
1158.13'
S32'11'21'W
120.05'
C194
4.67'
205.00'
N59'35'21 "W
4.67'
C195
10.47'
255.00'
N59'03'55 "W
10.47'
C797
19.04'
175.00'
N23'10'51 "W
19.03'
C198
25.37'
140.00'
562'03'18 "W
25.33'
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