Laurel Valley- FinalTHE LOT(S) ON THIS PLAT HAVE BEEN EVALUATED BY A PRIVATE Harnett County Public Utilities SUBDIVISION NAME AND STREET
CONSULTANT. BASED ON THIS REVIEW, IT APPREARS THAT LOT(S) Plot Plan PreApproval Only DEPARTMENT OF TRANSPORTATION NAMES HAVE BEEN REVIEWED AND MINIMUM BUILDING SET BACKS ~i I ucrr
ON THIS PLAT MEET APPROPRIATE REGULATION. NOTE THAT NOT FOR CONSTRUCTION DIVISION OF HIGHWAYS APPROVED BY E-911 DEPARTMENT. FRONT YARD - 35' FINAL APPROVAL FOR EACH LOT REQUIRES ISSUANCE OF THE PROPOSED SUBDIVISION ROAD REAR YARD 25' ~ ~ SITE w
APPROPRIATE HARNETT COUNTY HEALTH DEPARTMENT Water Ts,pVpll4tile to this rite CONSTRUCTION STANDARDS CERTIFICATION DATE 0 of 3
PERMITS FOR SPECIFIC USE AND SITING IN ACCORDANCE via a-.~IIna located on Z_ Q 5reNc SIDE DE YARD C LOT S DE YARD 20' CORNER WITH REGULATIONS IN FORCE AT THE TIME OF PERMITTING. i:i APPROVED 4\ MAXIMUM HEIGHT 35 w w
THIS CERTIFICATION DOES NOT REPRESENT APPROVAL OR A ( / ~Y DISTRICT EXBINEER WSF}c~ i Q VICINITY MAPMTSI 1 a
PERMIT FOR ANY SITE WORK. Signature y r ~ DATE E-911 DEPARTMENT J
_ Date:., - ' - _ _
4 NORTH CAROLINA HARNETT COUNTY %
DATE ENVIRONMENTAL HEALTH - I,Mickey R. Bennet 1, PLS do certify that this plat was drawn under _ ~fi1, E N ~~q• °E 2(
CERTIFICATION OF OWNERSHIP,DEDICATION AND JURISDICTION my supervls ion(deed description recorded in Book SEE / 77.69' 037°01 I
Page REF' etc) that The boundaries not surveyed are clearly ~•A~~„EN;5• 65 X47, 97.1 90.86Ilia. 1,(W Mereby certify that I am (We are) the owner(s) or indicated as drawn from information found in Book SEE Pege REF., 173 , 4-3 r7.74 ;106
agent at the property shown and described hereon and that that the ratio of °4Y43^ 2i 111, m 0.396ac. 0.
I(We) hereby adopt this plan of subdivision with my (our) precision as calculated is :10000;that this plat - - / N ~p3 u r 50676• .E 35' 0.370at.~ free consen 1, es tool ish the minimum building setback lines, was prepared in accordance with G.G. 47-30 as amended. Wl mess _ / 66 93, in u C69N 53.28' 4, 0.362aa6 u o + _
and dedicate all streets, alleys, walks, Forks and other GT 15.1 0 5 m + my original signOTUre,registraTion number and seal this 7 / 7.02' z $ w 91 sites and easements 10 public or private use as noted, and E1 9 0.355ac... 0.348ac.~'~ 0 gut 92 M Y
ail the tone shown hereon is within the subdivision day of d.v A. D. 2006. / $ 33.21'R' m ° 94 w~ 93 12
regulation jurisdiction of Harnett County. .a0 2Y ' 0.362cc. r, n 20'D.E. o 86.03 104,00'
~'m 9$ 104.00 CARO N ' 96 r 4 S 20.0 104.00' 344.0 ;A4L9--
067 g 7°.03'24'10 ' 1'l MICKEY B. BENNE TT 0.344AC. m o` m 59.03•
Date 0wxeriagen1 Q' OFESSION z L - 1514 1 104.00' a N37°4 E3444O C Q aQ' 4" 'ji 15• I + 43.86 cl N 37•U+'21"E 161.55'
S - C I, MICKEY R. BENNETT, DO HEREBY CER Y I~p4 u N @e 80.05, 4 S;;°350 2/ui7 u80 20.O.E. STATE OF NORTH CAROLINA THAT THIS SURVEY CREATES A SUBDIVISION .6.33° 1 176.01'
COUNTY OF HARNETT N0. 1514 OF LAND WITHIN THE AREA OF A COUNTY OR COURSE swim ~ISMANCE $ H m ~1m 64 3 f NICIPALITY THAT HAS AN ORDANCE THAT O }504'E r a + ~A 7 1 MU
a N3!1e02 E I 38.75• o ° 33° 91' GSr w (9 Sri 71A~ I, .-----,REVIEW OFFICER OF ~n yy REGULATES PARCELS OF LAND 75 HARNETT COUNTY, CERTIFY THAT THE MAP OR PLAT TO SUR`D' a x57.5'•.00^00 17'07' ° 0.344AC. t : ' + G ° 72 ton wi0 ~-rs ~4 ?1 -
I 1794' 'ai m 5 a s 7 7497' ° a n~ - O NNICH THIS CERTIFICATION IS AFFIXED MEETS ALL 6'23.5^E 3216' E y i7 0 .
R• B N7a•n•5'w 7216' 3°0532 n 0.697ac.~ RESERVE* RVE' STATUTORY REW IREIIENiS FOR RECORDING CURVE Tsui 1ExGnl aGRO cxaEMRlxc u = N3 14972' m m
043 25.00 37.97 34.41' N7WI1'534 m b b No q P. Ok 1 97.37' C44 25.00' 21.0.1 20.41' S 34.124I4^E W a p 100.00
. ' WRVS RADUS 1100111 CIGRD pL8EA91N6 C45 50.00 32G 3200' S 2r•4'27^E q O q O q J 0 192.10' $ }9°29'1 156 soar 5620 37.4• s 7r59ro44 I m m m 66 s 'p 0 29? .1 DATE: REVIEW, OFFICER c1 2x00' 538• III N7849.474 C47 50.00 34X' star x544ro74 O n39.29'OY'E 20'D.E.
C2 M.00. 29.5• 29.31' S 5242.444 C48 III 52X' 50.00' x 24'0IW W f a! 0.344AC. + I U 205.00' 19.20' 19.20' S4!75'164 C49 50.00' 45.16' 43.61' NWM-39"W N m 0.5 4aC. r et 6 I
u 2300 26.67' 25.42' 50041.174 Cs0 tzar 21.03' 20.41' Nar25.27'V -420 148.48' 1'r 8 71 R ERVE ° C5 255.00' 4257• 41.52• IW'21.10'E MI 20300 5.or 54.91' x'.0'36'0000 I 00 n 1 65 005 v Oe2~ C60 y Ill S..
u 25300 15.22• 15.21' S 21"31'40^W C32 255.0060.45' 451' 3 49.41 .434 y. S ~°51'24'N/ u WET11` 'O J 0,54 C. NORTH CAROLINA cv 2590' 7950' S.5• x 114rarw ~L! •1 6+ s• o. C7 25500 111 80.100' S 11VrSe47 0.724ac. 7 I CB 255.00' 15.67' 15.66' SWM31^W C54 25.00 36.75' 5.00• N7C00'144 it,
. o . 155 d A S 85.,{5• i ARNETT COUNTY ca 25.00 21.0.1 20.41' s1 W36^W 655 35.00 121.10' 121.0.1' 561'%104 ® a 010 Naar 245.85 59.76• 509'75'39"10 C38 25.00 21.0.7' 20.01 SW17.49^E is yk ° 2P W /
This Map/Plat was presented for registration and cu 50.00 41.15• 40.001 S50 -424 C57 50100 6520' 7528 s71TICK414 o ce Ci2 50.00' 78.66' 7010' "6071.254 C53 50.00 41.15' 40.00' N2WW'U"E I > 0.344.00. m 3d q n N1' RESERVE* Y 1
recorded In this office at Map Number 2006-- 013 M.N. 57Or 54.01• NI6-W31" C59 50.00' M.Ti W.W. N31°31'm"w to „r 014 25.00 21.0- 20.41 N 25.30'41'01 C60 50.00 5107 40.86• S ar4'4r7Y n :2 u • • O / CI5 205.00 1795 17.95' H01' '0.2 E 061 25.00 2103• 20.01 81r3m46"W R;6.52'28"E m' r, C38 \ 7D p
S. 7A I a day of 1'.w y 2006 C 016 25.00 46.08• 3111 N 76'14'174 C62 28590' 10354' 10x97• N 67°59W-W i3W'19"W 11352. u v /I ` Y 17 25300 00 111 13.73- S71'53•u4 co 25.00 5.13' 31.54• x ®e•
cis 253 32O92• 32.90' S 7s•41'W 064 285.00' 1101' 15.01' N 3x•12.524 h 149.13' 0.52 OC., / W at o'clock M C19 2300 21 J- 211.11' 75.7104 06.5 285.00' 4751' 47.45' N4r30Va4 ^N m 68 \ 1'P. i_ c20 50.005939' M.W. S WC1 a:0^F Cbe 335.00 9612' 95.79' S 45°!6'5^00 I nI 5 37°30'00• 7 Ce., v n
C21 50.001 53.37• 5OAB' N47-16'154 067 55.00 2080.67 24.19 SS'3WI4"W DEWEY MYLES H 5 W«m m q 0.656ac. W '9 m
C22 50.00 W.36: 15.42• N 15.56`07^10 056 2300 3934' S.5' S 78.3rs79e I - 0 m - m m KIMBERLY S. HARGROVE Register of Deeds cu 50.00 51.36• 50.00' x7777.42^00 cas 2500' 3926' 35.U. N11's0•IS-w TOMMYBROwER .m n C24 50.00 291.36' 19.67• Sa0.45.34"W EIP 0.344AC.~_tn WETLANDS m R RVE''P o s ' "
CENmUI4E STREETS DO I600,PG 763 24338 -w i m b II C25 25.00 21.03' 20.15 s 73'W31 `1N 21"E 37' ° n r \ C26 205.00 20o1 20.00' N 7rWiO2^W CURVE Psi IOGi CHORD CH.6EARING N 4°33' 75. n n v n o 69 0 \
y: - C27 205.00' 2152 21.51' N 73'4rS14i EIP 94.89' + 7 r es n N C28 25.00 41.17- N 23.36.76^10 C o 230.00 5452' 5479' S 49.41.434 12' 6 r~ °n
Assistant/Deputy Register of Deeds cn 20300 6422• 34.18• N 2041.10'1E C71 25.00 5.6x' 50.64' 5 46.47'254 E 247.93' 73. z 0.356cI ^ .0 0.873aC. 63 's I 1';p C30 25.00 385 34.91' N TI45'l l4 C72 230.00. 31.12' 31.10' S 544!904 6'31 28.46' m ~9. ( I • 031 25.00 457' 5.27' S 11.45'074 073 130.00' 5.18' 61.4' S 24tl47B'N N se 124.93, m 0.347cl .B, 419. RE • 20'D.E. a i '
C33 255.OO' 2457• 2450• s31Ys•53'W C74 230.00• 36.5' 5 16'11.10'0 EIP p CS 253 00 0.86: 111 1• S 2i°1Y21'W C75 230.00' 15.94' 15.94' S 21.510^0 94. S 0.344ac. NOTES: o P 6 7A N 741 1.210ac. SS. s .9 6 11° 0 s I o
CN 25.00 21.0' 20 .01' SSr3t`0W4 C16 1]090' 6437' ' 10.4' 30910'26'0 t N ° } ]-NEW IRONS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. CS 50.00 49.17' a.2r S3 -2" CT, 200.00• 45.5 45-31' 376.35.174 m tp $ O a : £ n Oe- d 0.373ac. '
2.ALL ROADS SHALL BE DEDICATED TO NORTH CAROLINA C36 so, 00 41.15' 4.00 SIW15.54 C6 310.00 22X' 125' X579.14-E O m at 6• N 7_ J>, g1 - I C37 50.00 41.15' 496• 56525014 C79 SIa.ar 71.24' 72.07' N075'574 m 6' m 1162 iu f i - u P, y} Nay U S. DEPARTMENT OF TRANSPORTATION. CS 50.00 41.13' 4.00' 16145.364 04 310.00' 112.62' 11x4' S67° W-E
CS 5020• 41.415 00.00 • X20.16'154 q 0.5700 J 3-ALL DRAINAGE EASEMENTS CROSSING PRIVATE PROPERTY g? f 715.90It 81' C4 Saar 27.41' 27.07• X19`00'42'10 a 350' 15.3.0' 8'53
SHALL BE RESPONSIBILITY OF PROPERTY OWNERS. in5ar 21. 91• 20.41• sI0iUPSGT a' tip c m`-1 103.00• i8 41~ y 3 3'
4.RESERVE'---LOT WILL BE RESERVED FOR OFF SITE SEWER. G2 474.76 12998' z 10 vm 49'22 s53°0gt p799' C'r 5;5•;7.58"N 26.2 S 0 E 035°38'48"E 0 c5 07•' 311. 7265 + a p0' 33° 00'
110.00' ;3• 0NI 1' V4 p8, too. EIP 10x13' 0.351ac.".4 4 s oo' m O WETLANDS d' N 00 G7 100 4O
82.25' a a - 80. a 39 o v o 62
A 0.806ac. LEGEND RONALD CRAVEN ry y 0.361 ac. 1 1 f 9 99.54, DIE 761,PG 142 s IA2' m 38 and V m it 0.345ac.m m '~yo N 35°`+788"C IL
ONES NOT SURVEYED-------------- 12 0' 1 m. 'y 0.345ac.- u wz am 0.39000.$'., 00 2g•a.E. um m ,p 307' uY LINES SURVEYED 32 • ?q pwN 0 0.345ac. m
EIP------ EXISTING IRON PIPE ti 0.44300. o 79 1g4p5 I a 37 o w - ECM------EXISTING CONCRETE MONUMENT N9 s , o t, 13 p0 IWx6 + , vu al•42"W n 1 i m 0.610ac.
EIS------EXISTING IRON STAKE 3p56233 IN BO 1I ^ m 0.585ac. s i 10000' m mac 61 MI d` Y
EPKN------ EXISTING P.K.NAIL m 4.34 u N m£ 2"E q 14 35 W 100.0°• 0.375acg aim 7 ^ I q0' g2 p0' ;5 at'4 m S Y PKNS------ P.K.NAIL SET W .s
EIS------EXISTING UGHTWOOD STAKE d s 1p0 750 0.550ac. I IE 104.26• N z : 'm m 1; 2B s' 4 NOW OF FORMALLY 010 203 q, 4p^A r 0.415ac... m jw m v
R/W------RIGHT OF WAY i~ 19'60 O'D.E, 0.401 acs !d, to m 0.562ac. 9
C/L------CENTER LINE as- C ~,~43 X00' 34 5 v y 0.397ac. m • 41 b 6Q o 1 oro' 0.364ac. 2 1 NIS------NEW IRON STAKE e f - 5 q 83' m i 42 q
NIP------NEW IRON PIPE .e d 7 4' m o 0.53800. 3}2 165• v; m m 3g^E ERRS------ EXISTING RAILROAD SPIKE 59 16 C36 m "e g53 m O w ,p \0.443ac. 43 + ' 035°57 '
NRRS------ NEW RAILROAD SPIKE oh s°° sJ eo 050 33 ''0 on 260,92' I~
44 M 73]8' C Y ` CP------ CALCULATED POINT 5 0.365ac. $•~m• a 1's v + w wi 0.354ac. N •15193, L367 0.574ac. all EMN------ EXISTING MAGNETIC NAIL S° L7 e, 32 m~ w 521 756• o 75!6' 149.24• $ O 0.514ac. m P,~ O I l
NMN------ NEW MAGNETIC NAIL b so- / sy s y U.5=cc. o its , a 9 2~ O C3 ;4°41.32 201.92 59 17, ECS------ EXISTING COTTON SPINDLE
NCS 9A s .415 + m apo~. . X39' m 2 a~ ey, 4$ 20'D.E. o-J'C53 s $ "W 1,3y,Q, 09. 'mJ q. fi °J P, 3 o as~ 0 \ \ M1 y4'41E 151.46' 04 5 3.5 N NEW COTTON SPINDLE 4 1'm 17 ~ 5ry ry a, >S 3 ~ ' 00 5 ?ea } / 0' r s P ef. 1y \ G7 5N 13' 237. 20'D.E. 7 i
EIP/E6---(CONTROL CORNERS) 0.346ac."> •9,, 0 m gAI ° O 1 y, 110. + I yN o. 00 ry 5 1' 44.13' 1 ECM/PKN/ECS (CONTROL CORNERS) O f 2$ S £ 90•,, q'L°e' o M1 1-42 n!
~o°';b ryy a, 0 N 46 2 CBCD--CHORD BEARING AND DISTANCE n 0.46600. NT 6 ry N 0.735AC. 9 813 0 m i
D.E.---DRAINAGE EASEMENT N'e'e iB ry5 eN 4 0.38SOC. a 9O ,1 0.58400. 5 027 1460 Q $2 @j m is 58 „ j y m 31 ,,.59, 107 in „b gti.,.W 13`2 1 m N s a 05 P 06 O° q i (31 0. re. 0. y /"5 sH6 d. 0 BH•sJ O N 4~ 28' 0 186.27' a 1521 d 05 51 D.42Scc. tA
35°3138E ~y 0.38700. o~ •P o. '4. G ,6• a a 970' w• , ,~20 5 s N n'
: xtjt9 19 ~ry 24 9k 179 s C y 47-20-56-W 5 v+ 0. w a! G P N s7 to y4 > 0.452 J
O a 2 e s a z 1 NI m 0.466ac. RESERVEe B 0.371 ac' t
IS s~J'- 0,N 30 y o ow 50 'm3s~r 338}1, 5~ 57 S A M>I~e`I` , 9^ 'j`t'i Of e7 0 47 0`781 C39 ' 0.373ac. 20'D.E. 10 2 i 9ti b 5p 0.910C. ~m 8?
34670' + 1 7"W ? 0.477ac. P ` N n 0.741 ac. ^'N ° m 16135 1 7
+ 23 26 I pp7 51 2s A9 53 sa U NO m ry" w EIP 20 0^' 9.484ac. 7.034ac. 7 s 0.77ac. it o 120 Q i
c2 S>z ~>W. m A ~ v N 1 y
8 5K C72 y° 6 a~' Its • 4 a 56 \
/ ° z 3tpe DE 1 27 \ 209 2g 4e F kph 48 I 49 11' N+9''ib Cq7 463 0.687ac. 1 GRAPHIC SC/LE - FEET 7 0 20' ; 52 2 O 4. 0 284' O 7 1' Or RESERVE
o s ~0 N0 1.291 ac. 1.292a0. ~w f 7 1 1 ' 'v l q 1.068ac. 2 10 0.973ac. / ,c, N 1 I 55 5 N` L~
r $ v I s t `'s 0.793 c. 0 WETLANDS LAURE
a ,y 0.810ac. ?a• 20'D.E. ' Ell II ° p 1.127ac. za 21 e? 4 " 20•D.E. WETLANDS e4p e e RESERVE' n -ion- . 1 l _ _ ~
$ 5 86.07' EIS
2.1930C. w VIE N WETLANDS v 20 1 1 361.31' 39.92
6 m BARBECUE TOWi RESERVE' s a°ze0s~ 487,31' q in ° N, v NORTH CAROLII
WETLANDS u j! 230.00' EIS 200.00' S 40° O 22'32"W w I
t80.00 • JUAN MULERO nl f GROVER ELLIS z 20' 0'E 11 i 295.00' DB,262,PG 10 BENNET~ SURVEY: ~ N
589.83' 7
DO 1071,PG 379 0; 220.00' TOTAL 5 40°22'32'"10
JUAN MULERO 1662 CLARK ROADTLILLINGTON N.C. 27
EIP DIE 1049,PG 506 I ~r
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