HomeMy WebLinkAboutFox Run Phase 4 - RecordedNose rRd a Maintenance Requirement Public Plat Declaration Certification of Ownership and Dedication Certification of Approval for Recording
Kw All subdividers planning to sell loin not platted and All roads in this subdivision are hereby declared public. Harnett County North Carolina Harnett County North Carolina
recorded prior to October 1, 1975, "re advised to consult The maintenance of all streets and roads in this I, (We) hereby certify that I am (we are) the owner(s) or I hereby certify that the development hereon has been granted
-all k. ,�cyi N.C. General Statutes 139 - 102.6. "C,�,nplhuce of subdivision shall be the responsibility of Imperial land agent of the property shown and describ -1 hereon and that final approval by the Harnett County Development Review Board
Subdivision Streets with Minimum nlynderds of the Board Development_ LLC and it shall be their responsibility to I (we) hereby adopt this site plan with r•r (our) free pursuant to the regulations not forth by E -911 Addressing,
1.°ek lines and
of Transportation," then ublico which requires that all new streets, bring such streets t to the standards of the North dedicate a establish minimum building set Environmental Health, Fire Marshal, Planning, and Public Utilities
whether public or private, and re i.1res the in streets t Carolina Department of Transportation before any streets easements all streets, ereys, ate u parka ",••L other shah and of Harnett County, N.C., subject to recordation In the Harnett
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platted. to of purchaser also requires the streets to Hi this plat are added into the North Carolina State shown her to public or pivots ng ea let' -n and all the land County Office of Register of Dgeds within thirty days of the date
furnish to each lot ureheeer a am,divleion streets Highway hula System tam H the District Engineer meer has not shown hereon re within the zoning regulell.m jurisdiction of
p P H Y Ya He
y x disclosure statement revealing the status of new streets, recommended that the N.C. Department of Transportation Harnett County,,
� v, 'A '" whether they are constructed to N C. Department of accept maintenance responsibility for the required public �• ., I j ' 1 , Development Review Board Chairman Date
Transportation standards, and who will bear maintenance road Improvements by the time that the County has De /
K m responsibility for the streets. Nike „Harbour °
K issued building permits for seventy -five percent (769.) or ;
the lots shown on the record plat, the County shall not Note 'E'
p¢rbU issue any more building permits until the District _ S0 1 _C,,
Ka'1'1'"Fk� ITy_°re Department of Transportation Engineer makes such a recommendation and formally E[Ps Along Northern & Southern B,mndaries S Ridge ^' Ph(61
notif ea a Su i n Administrator
Dr ek, +:ti. Division of Highways lot, Of Fox Run, Section IV Found To He Off fro {ter ton
If'a'na A' Proposed Subdivision Road ' / Of The Established Boundary Lines; l (1 p• ilPG 588
Site Co�truCto to n a Ce ati g tike arbour Date p 1 8 etruc DB 29 PG 411
Npa�d F rfitin The S "Distance' Shown Re resents Distance tlon g0'
Approved [l t,,�T EIP is South of Established Boundary Lines t t ,An Con PG 507 PB 201.1, SL
Date , ( District Ea meer Ose 'Z -A y V (7J rt4 ) DB 3009, SL 411 Control Corner 'B'
x Rtd9® Ph CO \ evelop l ' p13 2011. .� Existing
Vicinity Map (N.T.S.) x U5� trotters (6l era /(n✓Ar� y Tnett�DeYG 847 \ HD9 2202, SL 5^,1 (Tie �ne457.21 Iron P' fe
0 OD vetop n' 807, PB _ On
o o I Her Ue g47 •" o / BB 2 SL 651 48" w 5 e ct i
Office of the Register of Deeds Plat Review Officer PG ql 0 2012. 14 ^'
g ro m ! - (rnl 2807, v PB 80 n
N w ro- �• DB SL 551 a 01 e S I R u cR ,�
Harnett County North Carolina H etiQ Co rth Carolina I o o r' 2012, / +� / ie Lin) I FOX .q N ,4 A 13 Press led for Registration on the �day I Review Officer of N -� ry(Wl Ul fs I ,� q /y EIp ° 6 ^V I (P fy o Sp 9,
of i. "J 1,4 2013 at !.a . -y?m Fie a ou ty, rtlfy het the Map or Plat 16 ✓ �' o See Note 'C' 0 n i7 t"' \l,
end Recordist! et Plat Cabinet 2013 to Xhich This Certification la Affixed Meets u1 '-d 0% 0,1% -_ ESI S 0.99'cj80 5'2 ESI N C eC I1 O II 1st „d � O \ W r0
Slide Ht utory quire enfs for Rec�rdin� r O I 'D„a EIP 140.45 Run . J �t a 0 'A ✓C3 Oo�OO� d (Mil
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_ d' I to I s o.7a' 43.40 F �X d �I D w o
F'Pi°g - -: �: x , l'lftes�1.;- ?!t,e. @. v a EIP ESI 1 52 I rl. `° t n o o �co o,.,, `oip> °.
(. ewew Of car Da �, S 0.74' ' Tota 109'
ICimb f ly a. Hargrove, Register or Deeds B -
ose Z� Ell, 1009.45 S1, 60.3 S� - ° b moo) I o `0 " a 0 F M 11 �
e See Note 'C' Es[ 72. CO P a 5 a W o I d zv (wl m, �• d
Futur Ph s o_74' 9 o m ro m
ers Rid9 ers EIP 31' 4.8 - z Di o o `4 10 o m� m a w
e Develop EIP ESI 66. 'UJ O "-I o I ro I o °� p 1 0 - W to a'm
Toilers Harnett PG 847 - S 0.82' S 0.70' 56.111' 43.10MBS x oe I en T o o o o I I n z N o w
DB SL 843 \� E 55.3 of I O' 40 K a K a x j m �l o 1 c m o NW .• rN
See Note 'C' PB 2005, ESI °05'26 33' o o a I 1.38 Acres I m ro $(wWl, roc (Mil m p I m a1
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MBS
Minimum Building Setback Line
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EIP N il 151. t� CO a 4` o A c m, m I
ESI 6 �M 1 o a w�1 n Calculated 69 o, - o
�S 0.57' Bs� 8 n I(P I o ,p. I I (P I Sa 9 N Coordinate Method to a I m J. ro 1 t I N r ?o g
/ / /// o I Control Corner 'A'
EIP 41.63 15.90 e 2 q1 I 1' R A .P a n N sa w d rn °' m 1 N Existing
CD
S 0.47' 6g'9 r\ I ICI K m P }� Kg NI I g8 m (pI I a m y ro m I q Solid Iron
2.31' `�L 66 3,1 to Y ws ¢ w n ct ? •°. , m 8 7 " at m m I o 4- P. 11 _ -
1 � 28' 48 m ti N I$ & `•' N O I r I w W - e- --
t o \ww 1.04 Acres cNJ 6� m U I O -I I• Nv N m ro T -1 - �' - e n
I I -2 ro zJI Im m m s I _ _ -_-_ �pT81T1 = sued
Calculated by N $' o Sign Easement m T -SO „ + - _ goad, Y _ �-
zo g 0 50 °ordinate Method 03 N 0' ro Io' x 20' _ _� g YP� - - - W. publle
m I 1.04 Acres I -1I Im NI I• I� I Ia 'I -11 _ EIP' __.. - 50'
Im 2� m cn Calculated by See m w I O 11 T-2 _ - -
R 9 N I Coordinate Method r I Note 'B' I I Ln O CA ' a S� EIP _ EN _ - New hots
.. I K n 1 r. �,� �. .MB _ P T-3 ;I_cJ,__
I i� I (50) ✓I I C J _ L 1 _ e - _ _ /%Ej� Fox Run Section N
to $b m I o t cl m O - r T ✓ sE -
o EIP m L-18 - _ O 15 New liots
�' iV I �t'w tone O t ' ® EIP -L -2 • -� T�4 (r
N06 °45'35 "W I o See -� EIP Mss n EIP 18 Wo _W -19 _ C -z� _ L_3 T_6 References:
Portion I Note 'A' _ C- ' Being a Portion of
e -- g L-11 T-7 EIP EIP ro
50.00' w P E C -16 We My C -17 � ie 11 1 L_12 : o Ip T -9 P f I e� Deed Book 1317, Page 488
I.� -MBS- L -19 _ _ _ ralT _ a c- a mw T -6 r I
EIP - - Ya'ro 0 P d tp i b O
d e , - _ - - Utillt RAW' n EIP m m o �� e 1 Axeu
a C' 1 C 12 nE L -17 _C�14_C�15i °v _ 50' Public & W.eW C -2 EIP E ✓p o Cy a ca I o �, C �'+ Fox Run N Section IV
_ - -C -13 _��';fip q JABS Vi fp r- tom. O co
m L -SO i - - C- I -., C- C_3 aEIP r-� r f o 'b I o m m 12.22 Acres New Lots
m' w- Ion m rs I m o
0 4'i �L ^1 �sr�'NL - C -7 C -6 EIP 14.45' E .+ O N O r• 0 4, jo w
i3 289 t P m m o o K d ro E• )1 1.19 Acres New Road
L -15 C'e L-14 L Wa 0 EIP l L -3l See to cr Io �I IN°'v I �o I m n cz(w� I ? "� 0.14 Acre In Overlap
9 EIP aE _MBS- �e L -3o Note 'A' O fr CAI c0 s I �j to N ti ,a, P p,I 13.55 Acres Total
to 14 ° tn(wl . m
> I _ G N ®T rUl 51.70' O, CD n cn o
e m t 7 8 m ,Nan G Oct
,z C -10 li e EIP Cn ✓ 1 0 'I I1V a o° I I 12� � m w .o I r w 1
wp SSI IVl �� I� O goo I ICIn 01 N`2 6�WI tA�'t I ma�a No' �� j
�(Typi =al)Q1 W r°• W C-Q I L -27 �e`to o L+ " N ICr1 •a °�, •a iJ po `o cWO g w r° P•ro a W e �✓jK1 _
to
�W 1 N IWI AI IWI I I ��. b2 con 1 �yl �9 °rI I� W. 0 I Im rr-(b r e a NO I III c�� .
cn Nn 9 � a 1 w
gnO Do It=] l.+ I \\ Riga W I I� 0 el i 6w (D WI I,.j �' !' 0 N � I .., Section a e
8�P 4�m I ro 45 ro J10 m�� N � 78`° w o ro o
n a P 2V I W ICI G'° w CP I & rI m O FOX
R u n.l Plat Notes:
° I to 8.'- co 5u 1 OL 1.02 Acres N o F
Prairie Lfaile I 80. 5 C" I I R^ ? calculated by I & I 1-3 ✓ �I I R.V. Turner
Ql N fi a m K�' n Coordinate Method t� ZJ I N '-e o N '✓ J MBS page 122 Property Serviced Bp.
Public Road ; m W I I r �, o �� suI Io ° U ?m ��„ - 105.93 Deed Book 394• Public Water
50' R�W I R .^° y ,, o '1 iJ w m p+ Crl m ✓� �-tdBS 5' Private Septic
rn s.° n m e m I I & 21.61J 108.2 EIP
(Un- Improved) iJ a c ti N O & N m O p EIP �� Line Clinrt Minimum Lot Requirements
" m �` L -4 I� - 105.97' See Note 'C'
cnI I o J I�r Est 81.96' 591.71' Total s o.s6'
y L- Line Bearin Distance Line Hearin Distance
„�1 Ir' -MDS 5 65,16 EIp EIP Building Setbacks Corner Lot
J 99. 3' °06 05 w S 0.70' S 0.94' g „ g Front = 35' Side Set Back = 20'
L°�
p� � 'f L -8 EIP 583 Tie Linea L -1 581°32'45 W 50.27' L -17 N83°14'25 "E 181.73' Rear = 25' Maximum Building
T'12 ESI B ✓ L -7 Overla S 0.49' / See Note C' Line Hearing " Distance L -2 SOS °20'37 "E 25.00' L- 18 N81 °30'52 °E 149.15' Side = 10' Height = 35'
L Deed 93' L V. Turner T -i 581°30'52 W 459.10' 1-3 S08 °20'37 "E 25.00' L--19 N07 027'57 "W 16.35' Min Lot Width Min. Lot Size
e \ES 287. j _ See Note 'C' R. 122 _ 80' 20,000 s Ft
garbed Wire FeLine L -9 EIP 400.33 Total heed Bock 394, Page T -2 S81°30'52 "W 104.30' L -5 58152' 14W 65.07' L 211 N07 27'57 "W 194.11' Proposed Roads and Streets
Along Overlap ES[ T -3 58130'52 "W 105.25'
J�Cj•'1� -�"t 112.40 41 "W 13.88' 9) `t� _ L -6 S81 °52'11 "W 106.32' 1 22 S29'17'52 "E 99.68' AN New Roads and Streets Shell
Deed Lme S82e35 (29 1 a �\ Ori inal Bounds Marker T -4 S82'30'23 "W 5.28'
final ("� 'b V m� g L -7 581'62'11 "W 109.53' L 23 S28 °29'04 "E 178.03' Be Dedicated to the North Carolina
original ' T -13 K.L `.<' P .4 Dead Hook 118, Page 377 & T -5 S81'30'S2 "N 459.30' L -8 S81 °52'11 "W 36.75' L -24 N28 °29'04 "W 194.8T Department of Transportation
,c ey I H (21 PG 4' Sti Deed Book 394, Page 122 T -6 S81'30'52 "W 104.31'
(21 I m B DB 2378, q' b• \ g Existing Iron p - _ -
m E 689 n O g T 7 581°30'52 "W 105.19' L-9 S81 °52'11 "W 75.49' L-25 N29 °17'52 "W 83.31 proposed Public Utilities
Matson y W o ) 145gfOkey \pB 200t), SL ti2o0 tare in I Pie ° L 10 N83°14'25 "E 18.88' L 26 S42 °54'36 "E 69.95' All Public Utilities and Street IA hta
T -8 N08 20'37 "W 9.99' H
Shane o p 20 1'C II q� T -9 N08 °20'37 "W 22.28' L -11 581°30'52 "W 104.75' L--27 S29 °07'24 "E 39.08' Shall Be Installed in Accordance to the
DB 2400 PG 9 C r o KT(rol I OO SL 324 Pl10se `{ 4� T -10 SOB °25'30 °E 5.95' L -12 S81°30'52 "W 44.28' 1, 28 S29 007'24 "E 192.32' Harnett County Subdivision Ordinances
PB F SL 733- I 'b a �, B8g L -13 S83 °14'25 "W 84.99' 1, 29 N29 °07'24 "W 241.99' All Street Lights Must Helnstalled
T -11 S0825'38 "E 5.95'
3 W 40'� Es {O {gs L -14 583 °14'25 "W 100.29' I. 30 N42 °54'38 "W 7.08' No More Than 300' Apart and That
T -12 N81 °52'11 "E 25.17' Fire Hydrants P 1'1059 w C3 Neotherbrook T -13 N0829'32 "N 12.48' L -15 583 °14'25 "W 18.08' I. 31 N42 °54'36 "W 50.95' No More Than 600' From e Any Installed
to 9tormwater Certification L -16 N83 °14'25 "E 23.55'
per Harnett County UDO
Note °A' I certify that the stormwater conveyance facilities are Legend Curve Chart
constructed and installed in general conformance with the Voluntary Agriculture District
SSI * Set Solid Iron Curve Radius Arc Tangent Delta
20' Drainage & Utility Easement ordinances, rules, egulations, and drainage design standards Chord &Distance This Development located
Along oad Frontage of All Lots SN • Set Neil In � Road C -1 17,629.80' 64.24' 32.12' 0 "12'32" 581 °3T14 "W 84.24' Within One Mlle of n voluntary
8 B of Harnett County, the State of North Carolina, and the EN O Existing Nail In Cl, Road C -2 17,629.60' 114.65' 57.33' 0 °22'21" S81 454'40 "W 114.65' Agriculture District
(Not Shown) approved stormwater permit and erosion control plan.
CP O Calculated Point C -3 17,629.80' 163.96' 81.98' 0 °31'58" 582 021'50 "W 163.98' Proposed Drainage Easements
Note 'B' O Existing Property Corner (As Noted) C -4 17,629.60' 29.13' 14.56° 0 "05'41" S82 °40'38 "W 28.89' All Maintenance of Drainage Easements
EAX Existing Axle C -5 17,829.80' 24.62' 12.31' 0 "04'48" 582 °44'51 "W 24.62' Encroaching Private Property Shall be
20' & 50' Permanent Drainage Easements EIP Existing Iron Pipe C -6 17,629.60' 113.02' 56.51' 0"22'02" S82 °59'16 "W 113.02' the Responsibility of Said Property Owners
10' or 25' Either Side of Existing Natural I" , ESI Existing Solid Iron C -7 17,629.60' 21.32' 10.66' 0 °0409" S83 °12'22 "W 21.32' Owners
Ephemeral Drainage W Proposed Fire Hydrant C -8 25.00' 9.43' 4.77' ,'1 "37'08" S72 025'51 "W 9.38" Easements of Record
(As Shown) Date John W. Harris, PE g
y-pv Existin Fire Hydrant C -9 25.00' 11.59' 5.90' 'I'fi °34'15" S48 620'09 "W 11.49"
This Is to Certify
X (a) That the survey creates a subdivision of land within the area of a
county or municipality that has an ordinance that regulates parcels
of land.
I, Steven W. Mullins, PLS, certify that this plat was drawn under
my supervision from an actual survey made under my supervision
(deed description recorded in Book SEE page MAP etc.) (other);
that the boundaries not surveyed are clearly indicated as drawn
from information found in Book SEE Page MAP ; that the ratio of,
precision as calculated is 1: 10,000 +; that this plat was preparedz`
in accordance with GS 47 -30 as amended. Witness my original
signature registration number and Se l this 28th day of March =i
2013 A.D.
f � i
Steven W. Mullins, PIS -4740
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Minimum Building Setback Line
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94.41'
89.06°
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589 °08'43 "N
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81.00"
Property
P Y is Subject to All Easements,
Right Ways, and Access Ways
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Right of Way
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50.00'
94.41'
21.03'
69.06'
11.18'
108.11'23"
411 °11'23"
N7720'06
S72°39'54 "E
81.00"
20.41'
They
They Appear of Record
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RCP
Reinforced Concrete Pipe
C -12
C -13
25.00'
17,579.60'
14.96'
7.48'
0 °02'55"
N83 °12`59 "E
14.96'
ed
or Acquired by Prescriptive Use
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Water Line
Not To Scale
C -14
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57.37'
28.68'
0 °11'13"
N83005'55 "E
57.37'
Dashed Boundary Lines
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Deed Hook /Page
C -15
17,579.60'
53.01'
26.51'
010 22
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Information Obtained By
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Plat Book /Slide
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17,579.60
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32.50'
0'12'43"
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Deeds and Plats of Record
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Existing Light Pole
C -17
17,579.60'
110.40'
55.20'
11- 21'35'
N8228'26
110.40'
NCGS/USGS Gild Tie
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I tallier certify that the property
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Existing Water Meter
C -18
C -19
17,579.80`
17,579.60`
I1L68'
102.84'
55.84
51.42'
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N8 81 °4345'E
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