HomeMy WebLinkAboutwynnridge map\ y �
r \ _� \ \ \ - / / \ Preliminary Subdivision
UN
150 p -
- THIS DOCUMENT IS
111b\ I / FOR REVIEW PURPOSES 2-4,
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�/ / \ ONLY AND SHOULD NOT Phases `7t Wyn n rl d �-e S u b d l vz sl o n
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CERTIFIED PLAT. THISGrovei OW11Sl2ih Harnett County, NC
$ Johnston 1
/ � `ia - - �� PLAT sxouLD NOT BE Scale: 1 = 100 Date: 2-17-17
6 o CountyUSED FOR CONVEYANCE
BO, —L- _- - - Zoned:RA-30 Land ens
Awd UsMdiDensity e R OF TITLE OR ANY y Residential
1
1532 / �i OTHER TRANSACTIONS. NC PIN: 0692-24-8786.000 and 0692-34-1335.000
1y5 / / / / j
Barolaysville rs� tri // o � 9 � � � -\ � _ _ j PARCEL ID: 070692 0105.06 and 070692 0105 05
4` ",Qo J mus Douglas Joh on //69/ �Z"/� ° Willi m Pn�¢ mi#h, II \
Site tU - ad I De� Book 21 2, Page ;�¢" (1/ .Deed P k X81:7 a 643 ��— o 100 200. .
,y.Dee Boak 2933 Page \ v.oN I / GRAPHIC SCALE
1564 I / ��""" //
r�`� �0' raJn g asement r reap 1%imber 201'k-652 T I -�\ I _
alon natural flow
PREPARED BY.
1565
STANCE & ASSOCIATES
P Q I '30 o �" `" I PROFESSIONAL LAND SURVEYOR, P.A. C-0831
e en S ace
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; 98 Depot Street, P.O. Box 730; Angier, N. C.
27501I.75 Ac. aow
763 An. 25 I (919) 639-2133 (919) 639-2602 (FAX)
o.r17 a. Phase Thre
stancilsurvey@gmail.com
\Propase2 - \ I - / 80 Ac. / TofaJ cam. .Y b�
I > `Street L_140.0. Lc / �S �. o
VICINITY MAP \ II ) I tight 1zg DPo ed � I P
No scale J \ ` 3 ri ve (Ext 3 \cl9t / 8 // % 10
T Owner and Developers
LEGEND: I l ��}�1j/\J t. s.s 7 / \ �2g�J q 1 -it
I � _-- James eS I/. % �Y
LinesSurveyedTP'. Telephone Pedestal \ I r- `4 L=1574 as lir / / I�y'�'p / Johnson n'son III and Connie A. Johnsone
— Lines Not Surveyed _ MH Manhole \ 1 ynnri e ubdivSion�,, r T - ,fig. Proposed. iso,... j��\ \ 9 �.. - �.\ I q' PO Box 310 Angier, NC 27501 91.9-639-2231.
--- Right of Way Lines WM. Water Meter - �/� 4. o -- \ / \ �\
EIP/EIS Existing Iron Pipe or Stake Esm t. Easement / Map u er 9-496 •o L45fo ase $� - - Yd• ,rp �� \\ / /
lYa a J;ine - / I Properties,
7 LLC
T �'/
ECM Existing Concrete Monument.. R/W Right -of -Way / s I S Lp - 0 1.34 Ar. / \ �. R. L. ,r r(7 e,r tl es'f - fJj�(i
EPK Existing P.K. Nail C/L Centerline -( ExlsN"g l /� rR -
PKS P.K. Nail Set P.C. Plat Cabinet ` \Street 24 1 23 / /. _ \ \¢�/1�` � �-
u9nt \ �' NC 27501 919-639-6688
EMN Existing MAG Nail - _ - D.B. Deed Book 1 \ - \ E�' a - % / \ �+ ro peed /�asgmen-rjC �_ ,Z� 4590 Old Blll25 Creek Road Angier,
'EMN MAG Nail Set P.B. ' Plat Book \ ` y- ' ��aa
MNS\ \ \ / ��,y 0.470. c. 'P 1 0.472 Ac. /.. 22 \ 0 ` ow Olf T _..l d
_ l / /
ISS .Iron Stake Set B.M. Book of Maps / � \ � / ---- � -O 25.6 � - - � - _ �'� - - - � —, �\ \'------_
CSS Cotton Spindle Set PIN Parcel Identifier?_ F• 23• - -
ECS Existing Catton Spindle 'Number `� / [xislio --��� - 1 0.4 6 An. --
RRS Railroad Spike. Aa Acres :�-� \ \ etre yd . \ / L= 6'8r d
ELS Existing Li htwood Stake S . Ft. square feet - - -
g g 4 4 —� �\ � L J / U4�4 q I I t!' htt
PP Power Pole CP. Computed Point- �_ to 0 \. Qpe32�S1?a Ce� -_-
i, a i '� - o I 1.121 Ae. j--------
OHE- Overhead Electric Lines - [' J Street Address / / Q 38 2 �,0- oposgg� 2»0• /� \ I \
FH Fire Hydrant -/ \- 1 ater/Llae - .47 Ac. ./
�/ / gridg�Subdivison .o'i i L- o. ti ✓ \
N. C. G. S. North Carolina Geodetic Survey : - Map Numb 99-49 / _ _
NAD 27 North American Datum of 1927 �- /// °� i. r. y / /� - \ y� - \ 2 pr9�inage Sentient \ \ 260
/ �. / \ at n n tura! flow
NAD 63 North American Datum of 1983 � ///
O1, /
NOTES: / v°e�/ \ i / / ' �,h� �\ $ l / n
' .Iron Stakes set at all property corners / -% / / y�o'`e
unless noted otherwise.
* Areas determined by coordinate: method. 3
- /-'� _ 5ic9 / / � \ _ / :\ \ _✓ O _ j.. - \ \ ;
•. All distances/dimensions are Horizontal _ Er. _ \ i 1.. / / /
ground distances finless otherwise indicated J/ \ / 12 , - / / / 32 60 Ac:
/7 o
21
�1 66� 1; /.., _ 3.594 Ac
\ � �\.tic4 _� j � o�® 1 I � \ \ _-- � \ NOTE:
Not 1n a �ti %-- - / / / i� -�
I This plat is a preliminary plan only.
watershed / �} - , os \ / // C w Ma If"a Broadwell M nd a — It does not conform to G.S.47-30 as amended and
//2h�Z' 14 / \ / \
O \ ` j_ \ 4Deed soak 34x1, Pag 67 is not Intended for sales or recordation.
Cabinet Slide 87-B -.
\ / Due to the generalized nature ,of this plat, the
3 3•
/ O Existing y or my not re
lots shown may a resent actual lot
P
layout. Refer to recorded subdivision plats for final
6� 1a55I \ �- lot dimensions and acreages. _ P�llase Two ` -_ / , .� �_ Site Data and Notes
D.B. 1324, Page 781, D. B. 2632, Page 393, P.C. "F", Slide 7677B and Map Number 99-496
l
_ Property shown hereon is partially in Watershed District IV and partially not in a watershed district.
\� \ \ \ \ �nr..na�e Eas m nT� �S�a / 2� / / : / � � �- \ � � Property: shown hereon is located in Ag and Rural Residential. Landuse District.:
fnnridge��r�991-4
bdBion \ y g" along Mural flow /
N, asap Nu ss y l \\\ 0 / / ` No lot shown hereon shall have direct access to SR 1006 (Old Stage Road)
N \ 7 \ 20.592 Acres Net In Development
\ 2.059 Ac. Required Open Space (109)
O19- I` 2.406 Ac. Provided Open Space (109)
y 18 Lots Planned with public water
o•, O yl�e Y 0 \ \ � `/ 5�$ Q�I --- � �� � ��\� Minimum lot size = 20,080 sq ft. (0.461 Ac.)
rn 91 \ w 0.587 Ar` O� - - t. 3.594 Ac.
g r' \ / Maximum lot size 14Q339 sq. f ( )
P ex�st�»e 9g' \ m / �'
a r Fe,. Hva. �ib� i\ \ \ �8 \ \ / \ \\ � \ Average lot size = 0.900 Ac.
�9 �� b_ L 0 Minimum lot width ® R/W on Cul-de-sac 40'
1atershed IV 46t Aa. \ ✓ 9
/
/9 O1 \ o \ l5 \ / _/ Maximum lot width ® R W on Cul-de-sac = 54
��d \ \ �� \ \ \ / \ N MUST Minimum lot width ® R/W = 80'
7 j \ � � / G�\0 �'� \ Maximum lot width ®R/W = 157'
461 c. \ Mari �roa w\ll Mendoza L I TY �t Approximately 1411 linear feet in ExistingW nnrid a Drive Not on state s stem
�A
\ nee Book b431, Pa e s. .5 1 / \ �` �QJ v� 1 pRp �� Approximate! 554 linear feet in W nnride Drive Extension ( y )
/ \ \ b -p\\ 0 ' \ \ \ "'F", 'yyIaj O T Approximately y g
- i \ \, \ \ Plat input Sli e 78p B -
`- /I � All construction shall be in accordance with Harnett. County andlor NC DOT standards and specifications
\ �od Ac. \ 0' \ I l \� / �� t� All lots shall be served by Harnett County Municipal water and Individual septic systems.
0.461 U� p
\ Drainage easements subject to change upon field locations of low points etc.. and approval of the soil
and erosion plan by all applicable agencies.
State aFlvorth Carolina/ m
Q Q Developer shall conform to all Harnett County and/or North Carolina soil- and erosion regulations.
0 0.462 An. \ / q' ' / unit' of Harnett Z D it water lines that serve fire hydrants shall be no less than 6 in diameter and meet fire
I hereby.ify that the preliminary subdivision plan depicted
dreen aseen ran
% �t flow requirements. -
�h-hbeen-finaapproval e Barnett .l l by thHatt Count
y
Development evier?-Bbard pant_ the regulations set forth All Drainage easements are to be permanent & public. The maintenance of all said drainage
ursu
by-E-911 Addre' ing, Environmental Health, Planning, Fire Marshall, easements shall be responsibility of individual lot owners that border all such easements..
Public Util't' a eering of Harnett County, N.C. i All areas used for purposes other than residential lots shall be deeded to the homeowners
Pl _� -
� 30 �--�_ y �_ � � —V BEFORE YOU DIG. association and the homeowners association shall be responsible for all maintenance of said tracts;
_ 1 I / --
�\ \ m�, \ Not in 1 � _ _ � ___-- -- -- --- � ---� CONTACT ONE -CALL CENTER which shall be reinforced by the restrictive covenants.
c �9A� watershe I / \ �- P 1-800-632-4949 Fire Hydrants and Street Lights shall be installed per Harnett County Regulations.
`d ---- ✓ _-� De to went eview Board,. Chairman Date
h \ — _ -- -
---__ The individual lot owner shall be responsible for maintaining the
streetscape buffer on the respective lot.
w I I NOTE:
GENERAL NOTES:
A 10' x 70' Sight Triangle
-- — 1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
�
_-.. - \ � - .
\ - shall be placed at all
street intersections as UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE
shown � �hereon.
_/- so RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATION
I ----�_ — ______ Right -of -flag ___ _ \ \� � SERVICE 48 HOURS PRIOR TO EXCAVATION.
\1 e' 1 Eo' 1 s' 1 6' 1 FEMA FLOOD HAZARD STATEMENT 2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
\ - Shoulder Pavement Shoulder Ditch
� \ � Watershed IV \ --_ hex. Lots shown on this plat are not. THE HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS.
/ 114" Per Ft. I; Per st t 5°pe n TO GRADING PERMIT
�1 \ \
1 ". Per FE: , . .. -.- . ..
lllocated. within the FEMA Flood 3. TOPOGRAPHICAL INFORMATION AS PER NC DOT LIDAR DATA
Hazard "Zone AE" as shown o
FEMA map No. 3720068200✓ 4. NO CONSTRUCTION SHALL BE STARTED PRIOR T
Effective Date: October / 3, 2006 BEING OBTAINED FROM HARNETT COUNTY EROSION CONTROL.
i
° NOTE: THIS DRAWING IS THE PROPERTY OF
During the construction of this project
RESIDENTIAL COLLECTOR ROAD STANCIL &ASSOCIATES, PROFESSIONAL LAND SURVEYOR, P.A.
Harnett County *2" sF-9.5 A e A or
Asphalt M;x an iron stake is set ata 15' offset from the
Minimum Building Ivor To SCALE 1-112", Type w er actual front (right of way) corner of all lots. AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN
- r ,.7 g I-1/2" SF -B.5 A Superpave Asphalt MIs '
SR 1 006 is labled e(.L as a 'minor Setback Requirements R^ARC, Trpe R After the street side slopes and/or shoulders PART WITHOUT PERMISSION.
1 AJ RA -20R, RA -20M, RA -30 &'RA -40 •suRlacrTO STANDARDS ounrxEDBN have been constructed and stabilized, iron IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE
1 ' 7, PACE 23 of TME NC SUROMSION ROADS.
collector road In the Harnett MIND(UM CONMUC77ON STANDARDS
stakes will beset at all corners as shown
FRONT: 35' from RIW AND ENGINEERED FIRLD Sons TEsrs. hereon as i5 in accordance with Title 21,
J County Thoroughfare Plan REAR: 25'
BIDE: 10'. Chapter 56, Section .1602, Paragraph (c) of
CORNER LOT SIDE: 20' the North Carolina Administrative Code.
LHG-1058 P