NCC216058_Site Plan or Location Map_20211109

Onslow Development Group, LLC
D.B. 3525, Pg. 487
WS. 61, Pg. 78
RA Zone
Undeveloped/Wooded
586005'25"E 117.36'
582026'53"E 46.17
577021'17"E 46.17'�
571001'22"E 68.60'---%
563027'08"E 68.60
561°12'06"E p,Yt 4r;NI°<ea°°d °13 i0'E Z10 A5'
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Note:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the
contractor. Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stakes, other measures and grades
are, or appear to be, accurate and correct, and immediately, but prior
to any associated work, notify the staking entity of any potential conflict,
error or question regarding the work. The Engineer shall not be responsible
if all of the above measures are not strictly adhered to. The Engineer shall
not be responsible where due to damage, his staking can not be verified.
For critical or costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall request the staking
entity to place staking in an area where its preservation can be insured.
Rev. 10/21/2021 KHW - Chg. CDS radii, revise note #23, add septic easements
Rev. 09/16/2021 KHW - Add street names
Legend:
Ac. - Acres
N63008'40"E 67-13'
D.B. - Deed Book
W. w w EOP - Edge of Pavement
\ W w w Onslow Development Group, LLC Ex. - Existing
W W w W W D.B. 3525, Pg. 487 L- Arc Length
N72°30'56"E 68.40' Sw W W W W M.B. 61, Pg. 78 M.B. -Map Book
r_ SJ7, W W w W W W W RA Zone
Undeveloped/Wooded MBL - Minimum Building Line
N80050'18"E 53.12' \` 1Or?�'8 w+ w w W W w w + w w w w W W w C - Point -Page of Curvature
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PT - Point of Tan
geni:y
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R/W - Right-of-way
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to Serve Lots 33-38 L
- - - I Septic Easement #6-
- to Serve Lots 23-28
10' septic N, \ t
Septic Easement #5 I Suppfy Line \ \
to Serve Lots 29-32 I Easement
I Septic Easement #2 - - - = rJ _' 1'
I to Serve Lots 18-22 - r _ _ L 1 10' Septic \ \ Open Space
Supply Line Common Area
Easement - f ~ r f \ \ (Off Site Septic) X L=94.41'
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__rr I 207.59'
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I Septic Easement #3 17 \ i 10619' (Total)
to Serve Lots 13-17 I - _ - _ 1�' l
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Supply Line �, Y Y
Septic
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ve Lots 7- 24 Easement ' L=44.23' co L )5 61' (Total)
to L=38.72' �o, 1$� 99.20'
CD
-� Septic Easement #1 R=40' L=58.40'
1
to Serve Lots 1-6 - _ - r _ - I I 165 01' 19 j 1
1.61' L=94.j
3049' L=7.19' 1 10 septic
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n S ace Suppfy Line X. Easement o I 1
I p Easement ++ o L=25.07' M L=13.84`
Common Area r 't'
\ \\ \ (Off Site Septic) J 17645' 0 160 00' $ cl }
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\ i 0 $ � t temporarily as the Cul-de-sac R/W. Upon
00 \\ "' o � 24 0 � } 25 .-• � ay 107.81' � � ` P
w \\ !n 0 20' Septic 1I +� g o fl J extension of Yellow Birch Way, only the 50' R/W
_ I Yell B�rc
0 Easement o 23 ` } will be dedicated and the ownership of the
\\ --i ` I O1 �� 20'� ` cross hatched areas will revert to the
w w \ r�,1 1 i 1 70.00 owners of the tract in which they lie.
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Supply Line
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Centerline Curve Data
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Radius
I Length
Tangent
I Chord
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Delta
1
230,00'
196.73'
104.84'
190.66'
N15009',25"E
49°00'32"
2
230,00'
184.52'
97.55' 1179.61
1
N13054'07"E
45°57'55"
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Inset
Scale: V=50'
70 00' D.B. 469, Pg. 367
70 00 Easement M.B. 15, Pg, 7-77000' �} ' RA Zone
60.00 70 00' 20' MBL 107.23' ` Undeveloped/Wooded
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1'a \ Easement Easement i- }
ex. pond $
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0 L=121\3'
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Section II 84 r
M.B. 64, Pg. 225
R-15 Zone
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Field Book: Peyton #4, Pg, 5, 7-8
Disk Name. ACAD #2476
Filename: Peytons Ridge VII-gen.dwg MDCIKHW
Job No.:5180214-5925
Sheet 1 of 7
Tract Data
Total Acreage .................. 49.31 Ac.
Acreage in Parks or
other .land usage ............ 33.05 Ac.
Number of Lots ............... 44 Lots + 1 Open Space
Minimum Lot Width .............. 60'
Minimum Lot Size ............... 20,000 S.F.
Average Lot Size ............... 13,860 S.F.
Smallest Lot Size .......... 8,946 S.F. (Lot 35)
Linear Feet of Streets ......... 1,792 L.F.
Proposed Use ................... Single Family
Existing Land Use Undeveloped
Water Service .................. ONWASA
Sewer Service Individual Septic
Zone RA (Rezoning To R-15)
Fire District Northeast Onslow
ISO Rating ..................... 6
PRD Calculation:
609,859 s.f. / 20,000 s.f. = 30 Lots (RA Zone)
609,859 s.f. / 15,000 s.f. = 40 Lots (R-15 Zone)
Tax Map 1306, Parcel 100.16
PIN 534600538080
Deed Ref.: D.B, 3525, Pg. 487
Setbacks (R-15 Zone)
Front Yard ..................... 20'
Side Yard 81
Side Street .................... 20'
RearYard ...................... 15'
Notes:
1. All streets to be public. (North Carolina Department of Transportation)
2. Alf street signs provided by owner.
3. At all intersections:
20' radii at all rights -of -way
30' radii at all edges of pavement.
4. All street right-of-way to be 50' unless otherwise noted.
5. Pavement width to be 20'.
6. This site is not affected by any special flood hazard per FEMA CPN #370340 5346 K
(Onslow County) effective June 19, 2020.
7. All easements are drainage and utility at dimensions shown, unless otherwise noted.
Easements shown as _ _- - - -_ or- - - -
8. Maintenance for easements outside of NC Department of Transportation
rights -of -way will be the responsibility of the homeowner.
9. 10' public drainage and utility easements are reserved along all street
rights -of -way within new lots on this plat,
10. All easements are dedicated for public use, unless specifically noted otherwise.
Public use means that public entities and the general public may use the easement,
but does not mean or imply that any entity does or will use, or does or will maintain
any feature (drainage or utilities, etc.) inside the easement.
11. There are no Areas of Environmental Concern as defined by the Coastal Area
Management Act (CAMA) on this site.
12. Sight distance easements shown hereon shall remain as property of homeowners
but shall remain free of all structures, trees, shrubbery, and signs, except utility poles,
fire hydrants and traffic control signs, which could restrict driver's vision.
13. Stop signs shall be RI-1, 30"x30" high intensity diamond grade reflective, installed
on a breakaway or two piece "U" channel post, 7 (seven) feet above adjacent pavement
height to bottom of sign face, with a horizontal clearance of a minimum of 1 foot from
existing pavement edge to outermost part of sign.
14. Street signs shall be engineer grade reflective, installed on a 2 3/8" O.D. galvanized
Post using same vertical and horizontal clearance as stop sign.
15. Development area is partially timbered and wooded.
16. Soils information received on April 4, 2013 from Pittman Soil Consultants.
17. Boundary and Topographic information taken from survey by Parker & Associates, Inc.
dated May 2010 and August 2021.
18. This property is not within 112 Mile of a voluntary agriculture district.
19. Wetlands line delineated by Pittman Soil Consulting; Surveyed by Parker & Associates, Inc.
in Feb. 2011. Delineation approved by the U.S.A-C.O.E. on Sept. 26, 2011 and expires Sept.
26, 2016, unless there is a change in the law or published regulations.
20. All lots are less than 5 miles from the Hubert Fire Station.
21. Open Spaces to be conveyed to and maintained by Home Owners Association.
22. Cluster Mailbox Units Will be Within Open Spaces, as Needed.
23. There are no properties or buildings on the National Register of Historic Places within
this subdivision or adjacent properties.
24. Lots are within the Flight Path Overlay District.
25. This preliminary plat is being signed and sealed to satisfy the requirements for the Onslow
County Subdivision Regulations only. It is not intended to imply that an actual survey has been
performed.
PreliminaryPlat -Not for Recordation, Conveyances or Sales
PEYTONS RIDGE, SECTION VII
A Planned Residential Development
Swansboro Twp., Onslow Co., North Carolina
Owner / Developer:
Onslow Development Group, LLC
121 Garnet Lane
Jacksonville, North Carolina 28546
[phone]
DATE: 08-26-2021
SCALE:1"=100'
GRAPHIC SCALE: F=100'
0 50 100 200 300
FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.TidewaterENC.com Est 1961
Firm License Number: F-0108