NCC241850_Site Plan or Location Map_20240617

DocuSign Envelope ID:F61AFB2C-2D13-4FBB-9E37-CA209134E0DE
I, Thomas Lester Stencil, certify that this plat was drawn under �"'� `'�
my supervision from (an actual survey made under my supervision) Course Bearing Distance
a (deed description recorded in Book See , Page Ref. , etc.) (other); FEMA FLOOD HAZARD STATEMENT L-1 N 69°09'15" E 57.79' p �? t0
c� that the boundaries not surveyed are shown clearly indicated as drawn Property shown on this plat is ° ' „ ' i�
from information found in references as shown hereon; y " " L-2 N 68 20 2a E 41.53 A
that the ratio cat4 `.I
Calocated within Zone X of the FEMA PP L-3 N 63°58'13" E 43.80' w V N
'Rs 4?' of precision as calculated is 1:10000+; that this plat was prepared Flood Hazard Map and not in any \\ \\
�, ° L • O ,� +,)
r a in accordance with G.S. 47-30 as amended. °' m Flood Hazard Area L-4 N 6i 28 44 E 13.16 C3
Witness my original signature, registration number and seal this I FEMA map No. 3720066000J /Aa \ �' L-5 N 61°29'44" E 43.17' tt I q 4 N
the the 19th day of August A.D. 2021. I� �ti Effective Date: 10/3/2006 L-6 N 58°21'47" E - 54.10' L� 1..7
ti �._.-----y �. i� g L-7 N 55°41'44" E 0.24' " I • `
v /Ay, 1616 44411QUd x cu I tersecttan per ° , „ I
0 ip 151° 4, 00��4 a��oo - ,y1 ° ti NOTE: M p Numb°yet-282 L-8 N 55 41 44 E 49.22 t4)
p�1434 Qao fi CA10 cod ��� A 10' x 70' Si ht Trian le t,/ / L-9 N 53°34'S5" E 52.27' �^
1 0 ,Site 600°0�'•• •E°��" �f� opa Surveyor Q shall be placed at all g ,y,0• / L-10 N 51°14'09" E 29.13' O O
in Gam, , o '5• •• 0 +•; ' a L-1512 street intersections as l L-11 N 51°14'09" E _ 25.97' �`3
c+.+ v `t c is �i Shawn hereon. �j�/ y L-12N 49° , " r
CD V 01 - 0 SEAL License Number Z
j L-13 N 48 48 51 E 39.90 O�+ . ° , „ rrn i!� 1,-15J w °as o Dee , �; &% .ti I hereby certify that this survey creates ,< L-14 N 48°41'51" E 28.83' ' ► A A °""
5 0 '.°• f� o a subdivision of land within the area of
>' try' Sib �'' o0 4 % �'a ,q•c� I PP w� .h r, ° ' A A
viv++ . $ 11 . Harnett Count NC hich has n ordinance 4j� x L-15 N 481437' E 83.62'
a 0 o � •t S N. odddEis ' o° that re ates pare s 1 d. �` L-16 N 48°20'38" E _ 83.25' g ii \
�;-o u Li11in ton •
c• NC 27 coon Leste 0000 L-17 N 48°19'00" E 71.80' t:d 'tf a, N
ar o+- g .4yp dpUQ114444 ,
��� Thomas Lester Stanch, P.L.S. L-18 N 48°40'44" E 18.56' l� A rq
o .ro `°e1 �� EIS04
, `c..) 0 \ l L-20 N 48°43'48" E 52.88' (LI e w
. ..
E a • LIMPERVIOUS AREA CALCULATIONS: ,� c v., Ito �, L-21 N 49°10'15" E 93.40' �„j , oa ,y , E
Lt TRACT AREA: 774,407 SF v acs; r� L-22 S 12°44'30" E 46.23' C O
�' VICINITY MAP N IMPERVIOUS AREA ALLOWED: 24Z MAX (LOW DENSITY) a, x ° '�-a
. .... 1 .. L-23 S 12 02 27 E 72.69 4'5 t1/ M N
m� Not to Scale 774,407 SF X 0.24-185,858 SF MAXIMUM ALLOWABLE IMPERVIOUS / �kga 4,'�0 • . ' �, N. ,- L-24 S 12'44'58" E 33.61' ' 1 ,O °a, I U
-71+� / ,s, / u: b o O \ L-25 S 12°44'68" E 21.36' A 0 t AI
ni =c LEGEND: IMPERVIOUS AREA BY DESIGN PP :z"g`a ,�9 ►., v L-26 S 11°13'53" E 79.01' � '� I
Nrd a) Lines Surveyed PP/LP Power Pole/Light Pole y ,�, "�
a) Lines Not Surveyed OHE Overhead Electric Lines 29,939 SF ASPHALT G�y�° , ., ` i L-27 S 11054�52�� E 42.64 �M to
A
a m - Tie or Adjoining Lines PHI. Fire Hydrant 155.100 SF(7.050 SF/LOT MAX IMPERVIOUS X 22 LOTS) 0, p� Oo ro *xs L-28 S 12°05 44�� E 92.23'� p W
. c ro ---- Right of Way Lines WV Water Valve / Q `�
185,039 SF TOTAL IMPERVIOUS BY DESIGN (23.99a) a ,.., L-29 S 12 20 3a E 17.52 LI
w r L EIP/EIS Existing Iron Pipe or Stake WM @ Water Meter / �p���0 V A PP % �i U
oW ECM Existing Concrete Monument BO+p Blow Off See Sheet Two of TWO for `��� is 'd `? 6 IA ' A t} V
>,r +, EPIC Existing P.K. Nail SSMH Sanitary Seger Manhole 41)
r 4a m ,^ W
-0U•E additional seals, signatures, statements, •�� 4� - ,
�t E EMN Existing MAG Nail C/0 Sanitary Sewer Cleanout o F;, ° lgat o D.699 Ac. ,� A A } 'c
I- MNS MAO Nail set TP Telephone Pedestal references, notes, certifications, tables etc... �' 6 �1 y/ r• w'
o ISS Iron Stake Set (5/8" Rebar) Esmt. Easement o°° g� eo `° to' ° °'
I z w ECS Existing Cotton Spindle R/r' Right-of-Way / �.°`+ � • ' `° el>
N� `•"a ro P.
E=-E. RRS Railroad Spike C L Centerline / n4-' 0 e� tD o a F�
p / Harnett County Qt 6 5 e� %°�� CP Computed Point DB Deed Book
PQ ,s 01 / , tD
Minimum BuildingPP g
AG At ExistingGrade PC Plat Cabinet n,
u �ob '56• • 0.593 Ac. n W
w w vs AFG Above Finished Grade PIN Parcel Identifier Number Setback Requirements �� 0$ , ,y tn
a c e BFG Below Finished Grade Ac. Acres 4 1''• ° I
RA-20R, RA-20M, RA-30 & RA-40 4' / )' ` \1(1M ( p.} \ ° LI .,
v HOA Homeowners Association Sq. Ft. square feet / �8 ny, ° ,O , ,,'' Oy�fi) 7 E1 O
d,- ( . ,. �T 6V 8gulr" : .577 Ac. , 'rotal e III XI
+; et FRONT: 35' from R/W / CP y� -- 21- 03 ' „ �08. 5 P• t+M� .Ql %
p„ N.C.G.S. North Carolina Geodetic Survey 25' + 'x1 hhh��� �'
E U NAD 27 North American Datum of 1927 REAR: ?) °2g `i 1 :"O$n = �? ° ~
.0c c NAD 83 North American Datum of 1983 •SIDE: 10' U1'yi� • 10' Utility, Drainage tui 1`I 77 97 r pp -- Iv 9. i 0 't-i ..,
vs r i° NOTES: CORNER LOT SIDE: 20' / �, and Slope Easement ,� :0 ,, / I , 7g t5. �j �� g to
�F• - fp / .`;;IS c 17 ye .� EIS • c� a 1 h ° O
Iron Stakes set at all property corners ° / 0- �' ® tsa 4, ,g 6 tv -'� •c4 t4 LS� p
* to
unless noted otherwise. / '•y �i 1° TAS $`�6' ` y / t7s Ca a (11D
\m y" w W r 03 Pi Ft ( ) O V
Areas determined bycoordinate method. �' g �, o pD .� 0 <? m ks Ca
• All distances/dimensions are Horizontal y �tya� lw ,...,, �1.716 Ac. � � ,„-co. C-23 ` `�yI ro°� O ' CI N
ground distances unless otherwise Indicated. 0 \ ✓40�, 's�' °fig yg \\ Ce` Nz 0.578 Ac. t g' a.580 Ac. 1 r + b p D
L� 1@,V j p �� \ f Ssaa \ 1 5' ,r tlo Ga. "r i 1 o Z t i "4
PH,,,,,,_.,,,,,::".. .
P / ✓ L Ci` ' �' a �eT ��' 1n go
\\ se, \\ o�_f6,70 NI k PiI SLaadscant40 Vic; W : Li ~ At
L �jgvdeo& 0.581 Ac. '� ti �� --� age Deta91 j1Ijf �' �� ID
+ , , 1A' 00eell .. c • \ .,4 1 .4 , °` s - e 8';'./'t-" N ; ''�i d1 "CI 0., p
�' yam« ��, Eeee p 0.592 Ac. s'ate 55�,� 3Q/ �P ~- - _'V � \ f"� .4o I
V.
���- ,� 0 S hoc- \ '�. 0 WM (7yp. . "� & 0-wit., I V `.� 0
Ir. -010 der . ' `,, • To ` 0 1 / 6'1� /� (ID \` �'s�,t °�s 1 �,.. 3 W I
_ �x -1 . tTsl god I ; aa��`'�'",� ila 5° s••?' ' �.f N 77 M� ,`' � M
W 413 ca4 ts m e to G,» \ 1 0 as. = ..9 to .q `� tS '�
-- °�� EIS o` s � '% Ageg6 t11 c-). A \ ./ (1) (I �r �cr p.�t s ~'� Yp} C 3 n &C coy 1 W W ,p U O
�'� �x L�eee�et� \ co �'© " �` �� r P. o�64c ____ an sc9Pt o -1 �,` 'n CZ b SO) p +.
W � \ 0 E� e 9 WM ('fyp.', �.• v' � \ 0.576 Ac. �' / s � \ i'a �� k j ••---- Ira Ea"Detail u.�l„ r, x � i
� �
0.576 Ac. ,�j0 %mott U
x y ," S-• '�i'r p r'- \ g�ae its, / / see ° y QR Q•,
Mir „1 % , S._ iql
4' • A d
P 5 g• ,\ e A, / 2'-'� s•‹.5p�\0.626 Ac. coc) ; di '�on °1 • q
-" \ i5 0' s o 0.731 Ac. t9 ,'o 0.577 Ac. 'm .-, W �, c
\ _ �;� • \ �' � °~sor '�a •-. `� 0.607 Ac. 1 rains e a
` ' `
,2 "' t+d •• 10' Utility, Drainage oC J\ , pub bes y nn``
\ o„° �; and Slope Easement ' Q ��'' I 20 even t�by H04e.3B� �I�t`D WF4 Cli il "
\ \ > 0.648 Ac. 'iv y 29.5 ,E ,t: �, �,
6
15' 'o:to:' °ti`, �6 \ V `-•- 35' tront Setbac[c n�'k�` g¢, -?,?j Jr152`I6 9 15 yl� 00.84 la `mot Cp-.� 0�4 ,�941 �. `'• '°due: , C-9 - �/54L G�q eve A(}� ,�l[�I '7'�°4 PP \
N
\ \-. 0, 02
I gt g/ Antonio PetruZzo ,p, \ e, °_ £k �S�'LI T '' • I •
• . ' � e deb o N O
\,-••-2O' Mariana Hoffman 3 •
\ -. 80 - � ���14� \\ \ 0 n i`° ''`
g m N / ia' Utility, Drainage HIM Legacy Partnership,-LLCM \ rkt2:'
-170 Deed Book 2775, Page 280 1.065 Ac. -- . ; I _ �, ` Deed Bow 477i9, Page 29 p w �, M b
_ _ IF ,,,` Map Number 2003-139. ," I' �ti and Slope Easement o . -.0 �p \ •*- a WI. o ro
,1 / ,* -N r ,(. ro �-M Number 2022-601 ,, Nr,
x w
Road R/W i. ' ���oo A m,(4yp.)
CD kT.ap0 n�_0 �, PP' , \ xi ,�d �° t a ti °1:1 `Is d 4
o a \ EIP °NE a n co
.,\....
Typical Sign Easement �' `' ,q 5 �, �` 2 ,� ia fl�No Scale 1.000 Ac. �+ t•V \ ;r•am PP �' a 44 xa
Note: 0.928 Ac. %'a+ 5.A 10 x 70 Sight Triangle takes \ - r
precedence over sign easement. \ / / / 0.752 Ac. \14 7° 3 N Richard V. McCalister
/ \ \ \ T Deed Book 3145, Page 376
26.24 j \\ ` m
25' Rear Setback nc
Sign must be located a - - - _ 213.8o' 86.20' EIS 99.s1' EIS , EIS
` t"
EIS• ° , 73.78 100.44' EIS 99.73' 97.26: -•
minimum of 20 feet from UL. 1 N 88 19 46 W -79''-.36' (Total
the intersection of the road ligct?'
co ae �� tzI � LEIS o EIS --,,., �, ti q EIP N 88 16 10 W 210.51right-ofway. ��; ' ' �,`n �` °' �' o c+' k Vi c, o ° 1\
tia co
o ro 0., J �~ ko
0 w I .� if )) South Creek of Harnett
4 A 0.' v A ° ro A i a,co v a` • g�'' r F;Ni \ County Homeowners Association
Matthew S. Willis Register of Deeds a+ y I
Ao �, a a, ,°I �� •v v�.• Deed Book 3711, Page 131
Harnett County, NC ce �, 0 o t l oa I :nu, 'qk I qo I 0•�CO \Map Number 2018-274 to 2018-277
Electronically Recorded I el+ ,dlAI
El vAt, I P84 2 ( oA b '� o
10/09/2023 11:54:46 AM NC Rev Stamp: $0.00 A VI •° al 'd A CZ 0 1 u A A A v A References
Book: 2023 Page: 520 - 521 (2) Fee: $42.00 °7a A tb
14 ID gq A '� A ti ro A A Deed Book 4169, Page 29 (Title to HLM Legacy)
Instrument Number: 2023017037 A � .G A ia, �' A m A Aq ' Map
Number 2021-282
`' Map Number 2022-601
South Creek Subdivision Others as shown and/or noted hereon
RECORDED IN HARNETT COUNTY, MAP NUMBER 2023 - Map Number 2018-274 to 2018-277 SUB 2107-0025 and SUB 2308-002

DocuSign Envelo13I:2023.1_2D13-d.EBE521_cA209134E0DE DOC# 2023017037
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Curve Radius Length Delta Chord Chord Bear. Q
to +-. •vb' C-1 25.00' 38.31' 871'47'33" 34.67' S 74°36'30" E 'h I N nt b:
�. Certificate of Ownership and Dedicat.ron \
w w I (foe}hereby certify that I am(we are)the owner(s) or agent of the DEPARTMENT OF TRANSPORTATION C�2 300.00' 98,18 18 45 01 97.74 S 40 0513 E , V
° , » , a ' »
property shown and described hereon, which is located in the subdivision DIVISION OF HIGHWAYS C-3 300.00' 100.47' 19 11 17 100.00 S 59 0322 E � T
I
urisdiction of Harnett County, North Carolina and that I we herebyPROPOSED SUBDIVISION ROAD , a , a , » C � �,
J y ( ) C-4 300.00' 96.36 18 24 11 95.95 S 77 51 07 E L� IC"o�
adopt this plan of subdivision with my (our) free consent and establish DESIGN STANDARDS CERTIFICATION •° ° , cYj
�� minimum building setback lines, dedicate all streets, alleys, walks, parks C-5 50.00' 51.28' 58 46 00 49.07' SS 57 40 12 E .. cpCI
'�5 dtilti and/or other sites and easements tod, 'j ' ' ° ' " 78.99' ° ' " �fJ
6kB / public or private use as note G C-6 60.00 91.07 104 21 31 S 80 27 57 E
1484 1 A Furthermore, I (we) dedicate all sanitary sewer and/or water lines r p�.. C-7 " 50.00' 68.62' 78°38'04" 63.36' N 08°02'15" E
ipp to the County of HHarnett. APPROVED CGG /�. ine5 Zr ' v,
Site C--8 50.00 49.80 57°03'57" 47.77' N 59°48'45" W �,
c-DocuSigned by: DISTRICT ENGINEER O 0 O
\ �s ; C-9 250.00 22.15' 5°04'34" 22.14' N 85'48127" W '
xa ., 10/z/zOz3 ° , , ° Ci)t brya.tn.l inutA 1 ar- '7 26 - 20Z 3 C-10 260.00 172.28' 39 28 04 168.89 N 63 31 38 W Cr) {�j Q'
*- Date """"""""""""""""" •,-1,1 buuJON)C/ ( DATE: C-11 250.00' 57.04' 13°04'23" 56.92' N 37°14'54" W `r Dd 54
M ONLY NCDOT APPROVED STRUCTURES ARE TO Owner
C-12 25.00' 37.70' _ 86 24 27 34.23' N 12 29 30 E ,Z, �.,
• �'�' tit BE CONSTRUCTED ON PUBLIC RIGHT-OF-WAY C-13 25.00' 39.52' 90°34'13" 35.53' S 32°32'08" W q
', Public Plat Dedication w
t C-i4 ^ 250.00' 42.17' 8°38'S7" 42.12' S 82°39'13" W
Lillington ' o S Na 27 E ofl roastreetsds in ais roads subdivision herebls}one declared
shall bubtbe responsibilitylic. The once ALL LOTS SHALL BE SERVED BY THE INTERNAL C-15 250.00' 234.85' 53°49'29" - 226.31' N 65°36'04" W
.4p STREET SYSTEM ONLY.
�' ,�, of HLM Legacy Partnership, LLC and it shall be their responsibility to bring C-16 250.00' 42.18' 9°40'01" 42.13' N 33'51'19" W 54
`d'.�f such streets up to the standards of the North Carolina Department of THE 10' X 70' SIGHT TRIANGLES TAKES PRECEDENCE C-17 25.00' 23.98' 54°57'55" 23.07' N 01°32'21" W .
ber Transportation before any streets on this plat are added to the North r , a CZ 'u 2 0)
L
OVER ANY SIGN EASEMENTS. C--18 50.00 75.69 8644,23 68.67 N 17°25 35 Carolina State Highway System. If the District Engineer has not recommended ly I Cry
that the N. C. Department of Transportation accept maintenance responsibility C-19 50.00' 41.15' 47°09'20" 40.00' N 84°22'27" W i.,
for the required public road improvements by the time that the County has NOTE:
VICINITY MAP N issued building permits for seventy-five percent (75%) of the lots shown on ALL DRAINAGE EASEMENTS SHALL BE DEDICATED C-20" 50.00' 48.72' 55°49'24" 46.81' S 44°08'11" W ro 4
the record plat, the County shall not issue any more building permits until AS PUBLIC AND IT SHALL BE THE RESPONSIBILITY C-21 50.00' 41.15' 47°09'23" 40.00' S 07°21'13" E- .;,, O ..i 0
Not to Scale the District Engineer makes such a recommendation and formally notifies the OF THE PROPERTY OWNERS TO MAINTAIN THE C-22 50.00' 34.00' 38°57'54" 33.35' S 50°24'51" E `C[� 0 0 4; i t1
Subdivision Administrator. c-DocuSigned by: DRAINAGE EASEMENTS AND ANY DRAINAGE STRUCTURES C-23 25.00' 18.78' 43°02'57" 18.34' S 48°22'20" E `►� `O p 11
LEGEND: �.,'^ THEREIN, SO AS TO MAINTAIN THE INTEGRITY OF THE C-24 300.00' 50.40' 9°37'31" 50.34' mm S 31'39'37" E I
Lines Surveyed PP/LP Power Pole/Light Pole 10/z/zOz3 1� - �b DRAINAGE SYSTEM AND INSURE POSITIVE DRAINAGE. ti
Lines Not Surveyed OHE Overhead Electric Lines C-25 300.00' 103.97' 19°51'28" 103.451 S 46°24'06" E N �'
- - - 77e or Adjoining Lines FH Fire Hydrant Date dinner A 15' CONSTRUCTION EASEMENT SHALL BE RESERVED C-26 300.00' 115.77' 22 06 36 115.05' S 67 23 08 E 0 414
U
--- - Right of Way Lines WV Water Valve ON BOTH SIDES OF ALL PROPOSED STREETS. C-27 300.00' 103.28' 19°43133" 102.77' S 88°18'12" E raj
EIP/EIS Existing Iran Pipe or Stake WM Water Meter Storm water Certificate c-ze 300.00' 21.01' 4°00'46" 21.01' N 79°49138" E UN
ECM Existing Concrete Monument BO Blow Off THE OWNER, DEVELOPER, OR CONTRACTOR SHALL SET THE wa q U
EPK ExistingP.K. Nail SSMH SanitarySewer Manhole I (we)hereby certifythat stormwater conveyance and control C-29 25.00' 39.39' 90°15'53" 35.44' S 57°02'48" E( ) y y CENTERLINE OF THE EXISTING ROADWAY DITCH BACK TO
EMN Existing MAG Nail C/O Sanitary Serer Cleanout measures have been completed in accordance with the approved A MINIMUM OF 12 FEET FROM THE EXISTING /PROPOSED
MNS MAG Nail Set TP Telephone Pedestal plans and specifications to the best of our abilities. Due care EDGE OF PAVEMENT ALONG ALL ROAD FRONT LOTS.
ISS Iron Stake Set (5/8" Reber) Esmt. Easement and diligence were used in observation and construction such
ECS Existing Cotton Spindle R/W Right-of-Way that construction was observed to be built within substantial
RRS Railroad Spike C/L Centerline compliance of the permit and other supporting materials.
CP Computed Point DB Deed Book c-DocuSigned by: co
AG At Existing Grade PC Plat Cabinet 10/2/2023 4&/✓
AFG Above Finished Grade PIN Parcel Identifier Number
BFG Below Finished Grade Ac. Acres `-b21-biAb8t3os433...
il
HOA Homeowners Association Sq. Ft. square feet Date Engineer of Record O L{
1h cc)
N.C.G.S. North Carolina Geodetic Survey
NAD 27 North American Datum of 1927 0
NAD 83 North American Datum of 1983 ` �
NOTES: State of North Carolina le (iftq °j IQ
* Iron Stakes set at all property corners County of Harnett
•� 0 a
unless noted otherwise. Michele W Temple ~ CA4D
* Areas determined by coordinate method, I, , Review Officer of Harnett County, i ro C-) �
* All distances/dimensions are Horizontal certify that the map or plat to which this certification is O `r ep
ground distances unless otherwise indicated. c-e ectmeets all statutory requirements for recording. {�) i NCI Q
�" I f 10/9/2023
_totollQ0ddQpp 11/LG�t,t, G fiUM/{,t.
O� CAR ppp d
0,e i4 ...... 'O• f �° `-uFFzazs�sisevsiew Officer Date „ fii
ea
• /,-,• s AP'. = Iri '� State of North Cg. arolina R
County of Harnett Site Data and Notes ra Ell
I
o0 :, .,' v 4 I hereby certify that the development hereon has been See Harnett County Project Number SUB 2107-0025 and SUB 2308-002 yJ c4 11 tg
i, 0 •. SUBN ;.• q ot4 granted final approval bythe Harnett CountyDevelopment U
00.49 �,.°.•J1"°• �'k�po� Review Board pursuant the regulations setforth y Property shown hereon is located in a Watershed District IV-P, CI) a
nap Zesty ,,0 E-911 Addressing, Environmental Health, Fire Marshall, Property shown hereon is located in Medium Density Residential Future Land Use 'C 'd
-'4004pfl44n° No lot shown hereon shall have direct access to SR 1516 (Old Coats Road) i
ro
Planning, and Public Utilities of Harnett County, N.C., or SR 1513 (Neill's Creek Road) ) � � �subject to recordation in the Harnett County Office of f►{ U
See Sheet One of Two for ee� g n�fyDeeds within thirty days of the date below. 17.778 Ac. Net In Subdivision r%q y
additional seals, signatures, statements, 10/6/2023 1.553 Ac. Net in Proposed Road R/W q c
references, notes, certifications, tables etc... k. 0-. °VV'a�S6/1 (11 NO Open Space Required �� aqi o cn
eie9F6 :;IgirReview Board Chairman Date 22 Lots planned in Development = 1.2 DUA i
All lots are limited to 7050 sq. ft. of impervious surface a) IQ
Minimum lot size = 0.576 Ac. or 25,100 sq. ft. R Hi.
Maximum lot size = 2.064 Ac. or 89,931 sq. ft. }15' Average lot size = 0.738 Ac. or 32,125 sq. ft.
ala , 'L�41 Minimum required lot width 0 R/W on Cul-de-sac = 40.00'
.0N .��a Minimum required lot width 0 R/W = 100.00'
o ,� �•' FEMA FLOOD HAZARD STATEMENT Approximately 559 linear feet in Whistling Way cv
20' Property shown on this,plat is Approximately 611 linear feet in Eagle Crest Court ,, '�cv c "' w
located within Zone X of the FEMA Approximately 1170 linear feet in ALL Streets
alit Flood Hazard Map and not in any Cl_ ; Flood Hazard Area All streets shown hereon are to be 50' Public Dedicated R/W and 50' Utility Easements. o a E w �'
-
R/W FEMA map No. 3720066000J All construction shall be in accordance with Harnett County and/or NC DOT Standards. �
Effective Date: 10/3/2006 All lots shall be served by Harnett County Water and individual on-site septic systems. Any o o
Road public utilities NOT located in the 50' Utility Easements shall have a public dedicated a) 4� tZi •t..1
NOTE: easement on the recorded plats. 0
Typical Sign Easement A 10' x 70' Sight Triangle All Drainage easements are to be permanent & public. ".
No Scale shall be placed at all Fire Hydrants and Street Lights shall be installed per Harnett County Regulations. :Cfl a
Note: street intersections as This development is within one mile of a Voluntary Agricultural District.
A 10' x 70' Sight Triangle takes shown hereon. NO WETLANDS exist within the subdivision. See report by Alex Adams, a NC LSS
precedence over sign easement, dated 9-24-2021 and being project #1267.
Signs must be located a minimum of 20 feet from the intersection of the road
right-of-way.
Sign must be located a Sidewalks, street trees, streetscape buffer , mailbox kiosk, sign easements, pedestrian trail,
minimum of 20 feet from etc... shall be maintained by the Home Owners Association ("HOA"), Property Owners
the intersection of the road Association, ("POA"), Condominium Owner's Association ("COA"), or any other association
responsible for the maintenance and/or upkeep of the residential community. Maintenance
right-of-way. shall be enforced by the restrictive covenants. Sidewalk, street trees, or streetscape buffers
that are damaged or removed by Harnett County/ Department of Public Utilities/Harnett
Regional Water or its representatives, agents, contractors as a result of repair/maintenance
of the public water and/or sewer line will be replace or repaired by the Home Owners
Association ("HOA"), Property Owners Association, ("POA"), Condominium Owner's Association
("COA") or any other association responsible for the maintenance and/or upkeep of the
residential community.
Foundation survey to be submitted to Harnett County upon completed construction of the
foundation on lots that are equal to or less than 0.574 Ac. or 25,000 sq. ft.
RECORDED IN HARNETT COUNTY, MAP NUMBER 2023 - 521 SUB 2107-0025 a -n d SUB 2308 002