HomeMy WebLinkAboutmap pg 2I, 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 3233, PAGE 332); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED AS BROKEN LINES (DRAWN FROM INFORMATION FOUND IN MAP
BOOK _, PAGE ); 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 11111IIIIlII
THIS DAY OF A.D., 2016. CAR
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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 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
SURVEYOR'S DECLARATION TO WHOM IT MAY CONCERN
THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED. A NORTH
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.
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
REVIEW OFFICER'S CERTIFICATE
STATE OF NORTH CAROLINA, COUNTY OF HARNETT
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
CERTIFICATION 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.
DATE OWNER
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 PIERCE DEVELOPMENT, LLC. 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 BUILDING 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
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROPOSED SUBDIVISION ROAD
CONSTRUCTION STANDARDS CERTIFICATION
APPROVED
DISTRICT ENGINEER
DATE
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 ______________
2016, IN THE REGISTER OF DEEDS OFFICE.
RECORDED IN PLAT BOOK ______ PAGE ________.
REGISTER OF DEEDS
AM
GENERAL NOTES:
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#2007-1033, HARNETT COUNTY REGISTRY.
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. IRON STAKES SET AT ALL PROPERTY CORNERS UNLESS OTHERWISE NOTED.
15. SUBDIVISION NOT IN WATERSHED DISTRICT.
16. STREET LIGHTS ARE INSTALLED NO MORE THAN 300' APART.
Curve Table
Curve #
Length
Radius
Chord Bearing
Chord Length
C1
39.27'
25.00'
S 019'07" W
35.36'
C2
51.21'
285.00'
S 13'10'14" W
51.14'
C3
31.87'
285.00'
S 04'49'11" W
31.85'
C4
39.27'
25.00'
S 43'23'00" E
35.36'
CS
24.38'
335.00'
S 86'17'56° E
24.37'
C6
73.08'
335.00'
S 7T57'52" E
72.94'
C7
21.03'
25.00'
N 8411'25" E
20.41'
C8
23.97'
50.00'
N 73'49'36" E
23.74'
C9
48.10'
50.00'
S 64752'53" E
46.27'
C10
48.53'
50.00'
S 09'31'04" E
46.64'
C11
48.53'
50.00'
S 46'05'26" W
46.65'
C12
51.35'
50.00'
N 7641'01" W
49.12'
C13
20.72'
50.00'
N 3523'39" W
20.57'
C14
21.03'
25.00'
N 4737'12" W
20.41'
C15
82.91'
285.00'
N 80'02'57" W
82.62'
C16
39.27'
25.00'
S 4637'00" W
35.36'
C17
21.03'
25.00'
S 22'28'42" E
20.41'
C18
99.26'
50.00'
S 10'18'03" W
83.75'
C19
65.80'
50.00'
N 75'07'38" W
61.15'
C20
76.13'
50.00'
N 06'11'18" E
68.98'
C21
21.03'
25.00'
N 25'42'41" E
20.41'
C22
33.75
335.00'
N 04'30'10" E
33.74'
C23
63.90'
335.00'
N 12'51'14" E
63.81'
C24
39.27'
25.00'
N 26'40'34" W
35.35'
THIS PLAT IS TO BE USED
IN CONJUNCTION WITH
SHEET S-1
preliminary - not for recordation,
conveyances, or sales
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