Forest Oaks map ph4PUBLIC 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
_ 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
SEVENTY-FIVE PERCENT (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.
I, HEREBY CERTIFY THAT THE DEVELOPMENT DEPICTED HEREON HAS BEEN GRANTED
FINAL APPROVAL BY THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD TO THE
REGULATIONS SET FORTH BY E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE
MARSHAL, PLANNING AND PUBLIC UTILITIES OF HARNETT COUNTY, NORTH CAROLINA,
SUBJECT TO RECORDATION IN THE HARNETT COUNTY OFFICE OF REGISTER OF DEEDS
WITHIN THIRTY DAYS OF THE DATE BELOW.
APPROVED
DEVELOPMENT REVIEW CHAIRMAN
CERTIFICATE OF IMPROVEMENTS MAINTENANCE
DATE
I HEREBY CERTIFY THAT I ASSUME ALL FINANCIAL AND LEGAL RESPONSIBILITIES FOR
THE MAINTENANCE AND UPKEEP OF ALL STREETS AND OTHER REQUIRED
IMPROVEMENTS IN THE FOREST OAKS SUBDIVISION UNTIL SUCH TIME THAT THEY ARE
ACCEPTED FOR MAINTENANCE BY THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION OR OTHER APPROPRIATE PUBLIC ENTITIES.
DATE OWNER
1 HEREBY 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.
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 HARNETT
COUNTY, NORTH CAROLINA AND THAT I HEREBY ADOPT
THIS PLAN OF THE SUBDIVISION WITH MY FREE CONSENT
AND ESTABLISH MINIMUM BUILDING SETBACK LINES AS
NOTED. I FURTHER CERTIFY THAT I HAVE NOT BEEN
INVOLVED AS AN OWNER, LEASER, OPTION HOLDER OR HAD
ANY LEGAL OR EQUITABLE INTEREST IN ANY PROPERTY
ADJACENT TO OR LOCATED DIRECTLY ACROSS A STREET,
EASEMENT, ROAD RIGHT-OF-WAY FROM THE PROPERTY
SHOWN AND DESCRIBED HEREON.
DATE OWNER'S SIGNATURE
COUNTY, NORTH CAROLINA
A NOTARY PUBLIC OF
THE COUNTY AND STATE AFORESAID, CERTIFY THAT
PERSONALLY APPEARED BEFORE ME THIS DAY AND
ACKNOWLEDGED THE EXECUTION OF THE FOREGOING
INSTRUMENT. WITNESS MY HAND AND OFFICIAL STAMP AND
SEAL, THIS ___ DAY OF _ 2017.
NOTARY PUBLIC
MY COMMISSION EXPIRES
STATE OF NORTH CAROLINA
COUNTY OF HARNETT
DATE OWNER I, -_- REVIEW OFFICER OF
HARNETT COUNTY, CERTIFY THAT THE MAP OR PLAT TO
WHICH THIS CERTIFICATE IS AFFIXED MEETS ALL STATUTORY
REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY CREATES
A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY
OR MUNICIPALITY THAT HAS AN ORDINANCE THAT
REGU
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCE, OR SALES
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
UNDER MY SUPERVISION. THIS GPS SURVEY WAS
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH
VRS FIELD PROCEDURES WERE USED. THE COORDINATES
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
SURVEY WAS PERFORMED ON FEBRUARY 2, 2014 USING
TWO
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCE, OR SALES
aanrvcctnuel i enin clWvvGvno. _. t _a���.
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK SHOWN PAGE HEREON OR OTHER REFERENCE
SOURCE ); THAT THE
BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN
FROM INFORMATION IN BOOK ___, PAGE -, OR
OTHER REFERENCE SOURCE
THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY
IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY
HAND
PRELIMINARY INARY PLAT
NOT FOR RECORDATION. CONVEYANCE. OR SALES
DATE:
HARNETT COUNTY. NORTH CAROLINA
FILED FOR REGISTRATION ON THE ____ DAY
OF _ AT ___ (AM/PM) AND DULY
RECORDED IN MAP BOOK ___ AT PAGE -_
REGISTER OF DEEDS OF HARNETT COUNTY
AREA: (BY COORDINATE COMPUTATION)
PHASE 5 SECTION 1 641,583 SF (14.73 AC)
OPEN SPACE 469,801 SF (10.79 AC)
TOTAL 1,111,384 SF (25.51 AC)
PIN NO: PORTION OF 0506-96-2218.000
ZONING:
RA -20R CONS
25' FRONT 35' FRONT
10' SIDE 25' SIDE
20' REAR 10' REAR
SOURCE OF TITLE
DS 1899, PG 868
HARNETT COUNTY
REGISTER OF DEEDS
REFERENCES:
DB 2649, PG 904
DB 2668, PG 660
DB 2668, PG 901
DB 2685, PG 719
DB 2727, PG 585
DB 2736, PG 112
DB 2739, PG 56
DB 2789, PG 218
DB 2798, PG 792
DB 2860, PG 766
DB 3110, PG 894
DB 3127, PG 709
PB 2007, PG 847
PB 2012, PG 494
PB 2012, PG 544
PB 2013, PG 5
EASEMENT RFRN
DB 3046, PG 443
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99987307
LOCALIZATION POINT IN: 566,936.567 E: 2,009,647.784
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
3. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
4. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
5. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
6. THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
ACCORDING TO MAP# 3720050600J OF THE FLOOD INSURANCE
RATE, DATED OCTOBER 3, 2006.
7. THE WETLANDS DELINEATION WAS PROVIDED BY:
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 FALLS OF NEUSE ROAD, SUITE 104
RALEIGH, NORTH CAROLINA 27615
PHONE: 919-846-5900
8. THERE IS NO WATER SUPPLY WATERSHED DESIGNATION FOR
THIS SITE.
9. THIS SUBDIVISION LIES WITHIN THE MILITARY OVERLAY CORRIDOR
AND MAY BE ADVERSELY AFFECTED BY OPERATIONS ON BASE
FROM TIME TO TIME.
10. 5/8" REBAR ARE SET AT ALL CORNERS UNLESS OTHERWISE
NOTED.
11. TOTAL LOTS: 28
12. 1.90 LOTS PER ACRE.
13. LAND USE CLASSIFICATION = LOW DENSITY RESIDENTIAL
14. HOMEOWNER'S ASSOCIATION SHALL MAINTAIN ALL OPEN SPACE,
SIDEWALKS AND STREET TREES.
15. MAINTENANCE OF DRAINAGE EASEMENTS WILL BE BY THE
HOMEOWNERS THAT ARE AFFECTED BY THE EASEMENT.
16. THE STREET LIGHTING WILL COMPLY WITH SECTION 5.10 OF THE
SUBDIVISION ORDINANCE.
17. FIRE HYDRANTS WILL BE PRESENT IN ACCORDANCE WITH
SECTION 5.3.1 OF THE SUBDIVISION ORDINANCE.
18. SUBDIVISION INTERIOR ROAD FROM BC TO BC IS 29'.
19. LAST APPROVED PRELIMINARY: 07-21-10.
20. A FOUNDATION SURVEY WILL BE REQUIRED ON ALL LOTS 15,000
SF OR LESS.
21. THE LINEAR FEET OF ROADS IS AS FOLLOWS:
ROAD NAME TOTAL LENGTH
ANGEL OAK DRIVE 1,588 FT
SOUTHERN OAK COURT 157 FT
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROPOSED SUBDIVISION ROAD MINIMUM CONSTRUCTION STANDARDS
CERTIFICATION
THE ROADS INDICATED ON THIS PLAT ARE DESIGNED TO THE DEPARTMENTS
MINIMUM CONSTRUCTION STANDARDS. THE ROADS MUST BE CONSTRUCTED
TO THESE STANDARDS, PAVED AND IN AN ACCEPTABLE STATE OF
MAINTENANCE AT THE TIME THAT THEY ARE ACCEPTED ONTO THE STATE
SYSTEM. ALL RESPONSIBILITY FOR THE ROADS REMAINS WITH THE OWNER
OF THE PROPERTY, HIS HEIRS, OR ASSIGNS UNTIL SUCH TIME AS THE
ROADS ARE ACCEPTED FOR MAINTENANCE BY THE BOARD OF
TRANSPORTATION.
APPROVED
LEGEND:
EI O PK -PK NAIL
F 0 EIP-EXISTING IRON PIPE DATE
EIS O EIS -EXISTING IRON STAKE
ENDO ENL -EXISTING NAIL
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
- ADJACENT PROPERTY LINE
RIGHT-OF-WAY
ss SANITARY SEWER LINE
FM FORCE MAIN LINE
sD STORM DRAINAGE
WETLANDS
-PERMANENT EASEMENT
X FENCE LINE
��✓�'�-h-- TREE LINE
DJ WATER VALVE
FIRE HYDRANT
❑ WATER METER
® CATCH BASIN
TREE
GRAVEL
SOIL
WETLANDS
Si
DISTRICT ENGINEER
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
80.15
375.00
N3954'16"E
80.00
C2
59.13
375.00
N29'15'50"E
59.07
C3
39.27
25.00
S69'44'47"W
35.36
C4
42.50
475.00
562'41'25"E
42.49
C5
41.00
525.00
N63'00'58"W
40.99
C6
39.27
25.00
S20'15'11 3-E
35.36
C7
155.19
205.00
N46'26'02"E
151.51
C8
42.63
775.00
N66'32'44"E
42.62
C9
103.42
775.00
N61'08'48"E
103.35
C10
80.10
775.00
N54'21'47"E
80.06
C11
85.83
775.00
N48'13'47"E
85.78
C12
16.47
205.00
N47'21'29"E
16.46
C13
110.53
205.00
N65'06'19"E
109.19
C14
38.57
205.00
N8556'30"E
38.52
C15
37.38
775.00
N8957'01"E
37.38
C16
75.51
775.00
N85'46'38"E
75.48
C17
75.04
775.00
N80'12'44"E
75.01
C18
75.28
775.00
N74'39'21"E
75.25
C19
6.28
775.00
N7138'28"E
6.28
C20
68.95
350.00
N77'03'08"E
68.83
C21
163.89
350.00
S83'53'24"E
162.39
C22
90.19
400.00
N81'04'24"W
90.00
C23
80.13
400.00
S8643'41"W
80.00
C24
66.88
400.00
576'11'56"W
66.80
C25
13.23
725.00
S71'55'54"W
13.23
C26
80.04
725.00
575'37'02"W
80.00
C27
158.83
725.00
S85'03'22"W
158.51
C28
47.68
255.00
S85'58'31"W
47.61
C29
80.33
255.00
571'35'37"W
80.00
C30
77.94
255.00
S53'48'47"W
77.64
C31
2.39
725.00
S45'09'05"W
2.39
C32
80.04
725.00
548'24'32"W
80.00
C33
80.04
725.00
554'44'03"W
80.00
C34
80.04
725.00
561'03'35"W
80.00
C35
49.33
725.00
S66'10'19"W
49.32
C36
30.70
255.00
S64'40'20"W
30.68
C37
80.33
255.00
S52'11'53"W
80.00
C38
80.33
255.00
S34'08'54"W
80.00
C39
1.68
255.00
S24'56'06"W
1.68
C40
22.97
325.00
526'46'17"W
22.97
C41
97.74
325.00
537'24'44"W
97.37
ROADWAY TYPICAL SECTION
**STREET TREES ARE REQUIRED ON ALL NEW STREETS IN ACCORDANCE WITH
SECTION 9.4 OF THE HARNETT COUNTY UDO. TREES ARE TO BE PLANTED WITHIN
THE STREET TREE EASEMENT AS SHOWN ON THE PLANS. THERE SHALL
BE AT LEAST ONE DECIDUOUS TREE FOR EVERY 50 LINEAR FEET OF STREET.
TREES SHALL BE PLANTED ALONG BOTH SIDES OF THE STREET.
O
X
10.5'
2% See Plans
4
6 ('AIX.
NOTES
s
j 1. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS
ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT,
FILL OR BOTH
2. A 4' SIDEWALK IS REQUIRED ON ONE SIDE OF EACH STREET.
SEE PLANS FOR LOCATION OF SIDEWALK.
3. WHERE SIDEWALK IS REQUIRED, SIDEWALK SHALL BE INSTALLED
1' INSIDE OF THE PROPERTY UNE. SIDEWALK SHALL HAVE A
MINIMUM CROSS -SLOPE OF 2% FROM BACK EDGE OF SIDEWALK
TO BACK OF CURB.
ite
Shirt
civil engineering (and surveying
409 Chicago Drive, Suite M Fayettevltle, NC 28306
office 191 fax I930-4261 ticensenumberl C-2364
w .4l)sites utions.wm
REVISIONS
LL3 m
� a
C
PROJECT NAME
FOREST OAKS
SUBDIVISION
PHASE FIVE
SECTION ONE
TAX ID# PORTION OF
0506-96-2218.000
ANGEL OAK DRIVE
ANDERSON CREEK TOWNSHIP
NEAR BUNNLEVEL
HARNETT COUNTY
NORTH CAROLINA
CLIENT
WOODSHIRE
PROPERTIES, INC.
2919 Breezewood Avenue
Suite 202
Fayetteville, North Carolina 28303
Phone: (910) 482-4663
Fax: (910)263-6093
PROJECT INFORMATION
SURVEYED BY:
an ot.-ot.
10.5'
14.5' 1 14.5'
CHECKED BY:
2'1 12.5' 12.5' 1 2°
4%
3q, 2" SF9.5A 3%
**STREET TREES ARE REQUIRED ON ALL NEW STREETS IN ACCORDANCE WITH
SECTION 9.4 OF THE HARNETT COUNTY UDO. TREES ARE TO BE PLANTED WITHIN
THE STREET TREE EASEMENT AS SHOWN ON THE PLANS. THERE SHALL
BE AT LEAST ONE DECIDUOUS TREE FOR EVERY 50 LINEAR FEET OF STREET.
TREES SHALL BE PLANTED ALONG BOTH SIDES OF THE STREET.
O
X
10.5'
2% See Plans
4
6 ('AIX.
NOTES
s
j 1. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS
ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT,
FILL OR BOTH
2. A 4' SIDEWALK IS REQUIRED ON ONE SIDE OF EACH STREET.
SEE PLANS FOR LOCATION OF SIDEWALK.
3. WHERE SIDEWALK IS REQUIRED, SIDEWALK SHALL BE INSTALLED
1' INSIDE OF THE PROPERTY UNE. SIDEWALK SHALL HAVE A
MINIMUM CROSS -SLOPE OF 2% FROM BACK EDGE OF SIDEWALK
TO BACK OF CURB.
ite
Shirt
civil engineering (and surveying
409 Chicago Drive, Suite M Fayettevltle, NC 28306
office 191 fax I930-4261 ticensenumberl C-2364
w .4l)sites utions.wm
REVISIONS
LL3 m
� a
C
PROJECT NAME
FOREST OAKS
SUBDIVISION
PHASE FIVE
SECTION ONE
TAX ID# PORTION OF
0506-96-2218.000
ANGEL OAK DRIVE
ANDERSON CREEK TOWNSHIP
NEAR BUNNLEVEL
HARNETT COUNTY
NORTH CAROLINA
CLIENT
WOODSHIRE
PROPERTIES, INC.
2919 Breezewood Avenue
Suite 202
Fayetteville, North Carolina 28303
Phone: (910) 482-4663
Fax: (910)263-6093
PROJECT INFORMATION
SURVEYED BY:
BOBBY
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
884
DRAWING SCALE
NONE
DATE SURVEYED
MAY 17, 2016
SHEET NUMBER
4