HomeMy WebLinkAboutAnderson Creek Phase 2B-2- Final pg. 2i
SR. 1126
i 25
SR• 1~
I, WILLIAM C. MCILWAIN, JR., CERTIFY THAT THIS PLAT WAS SR' DRAWN UNDER MY SUPERVISION FROM A SURVEY MADE `4c E
UNDER MY SUPERVISION (DEED DESCRIPTION REFERENCES w
I, WILLIAM C. McILWAIN, JR., PROFT 1TSIONAL NORTHWEST CORNER OF THE AS SHOWN); THAT THE `BOUNDARIES NOT SURVEYED ARE #
LAND SURVEYOR, N0. L-2421, CERTIFY f ORIGINAL TRACT, RECORDED IN CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND TO THE FOLLOWING AS REWIRED IN DEED BOOK 1346 PAGE 98 (SEE REFERENCES AS SHOW ; THAT THE RATIO OF PRECISION 03 S ~ SITE g ~`r,. ~ AMY 'x
G.S. 47-30(f)(11): N=562,670.5301 AS CALCULATED IS 1: 10-000+ ;THAT THIS PLAT WAS r
E=2,005,120.3116' PREPARED IN ACCORDANCE WITH G.S. 47>30 AS AMENDED. < THAT THE SURVEY CREATES A SUBDIVISION WITNESS MY ORKi SIGNATURE, LICENSE HUMBER Z
OF LAND WITHIN THE AREA OF A COUNTY ✓f AND SEAL THIS DAY OF~~2_ 0.D., 20 p
OR MUNICIPALITY THAT HAS AN ORDINANCE
THAT REGULATES PARCELS LAND: r-
\S2 -pt ESS/ SURVEYOR S~
SUR L-2421 7
~w ~Iy = Q SEAL f ,1 LICENSE NUMBER SR itt 7 DATE L-2421 SR. 1117
f = I HEREBY CEI-ITIFY THAT THIS
RECORD PLAT COMPLIES WITH THE \ ((/S~~ VICINITY MAP N.T.S.
SUBDIVISION REGULATIONS OF HARNETT COUNTY NC'. AND THAT Mot~~$ IIpII I~yy~ II
THIS PLAT HAS BEEN APPROVED 14 I YWWN~ YY9 TITLE REFERENCE
FOR RECORDING IN THE REGISTER ~ IYIIWIIIWIIINI IIMIIIIIYIII01 1 OF DEEDS IN E T 418 2W6020358
- e / k ~q gq9° B BEING A PORTION OF THAT TRACT DESCRIBED IN
DATE PLA CDIRECTORR. o S TAX DEED BOOK 1346 PAGE 98
6'15° E FOR RESIST 8 HARGROVE (V 4> ~ RATION RE0151EA OF DEEDS '4 ym ° I? ° ° 61. a L2 .90.38' s H0Raj RLM C 2102 Y, C PH TAX PARM # 01-05350-0100
r roo. l4. too. 3 ? s
N
STATE N TH t
COUNTY of ~ NA vh `w Q ryh^mym ~y^ .3 \ \ `YQ BK;20% PG;~•935 FEE:$21 ' , o F 1010358 LINE TABLE
1J „h y mm~ CV / w 2 . iIWIAMGrI L~t REVIEW OFFICER Of Qfne COUNTY, m O b K h A l CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS ry ` O 0 / y o / m. / 411 \ tt LINE LENGTH _ BEARING
L1' 59.70' S W4442' E
AFFIXED MEETS ALL STANDBY REQUIRffMENiS FOR RECORDING. S~qq W \ J ~p 0 / ~o o m25795 sf ) 28,53' N L2 11,70' S 49'09'59" E
~r~r9i I1374 4i??, ~1 86,po. by / h0 A6 412 / 059 ac 4 L4' 72.4V 1 7'
REVIEW OFFl m r Zj q? P h / by /20,700 sf p. ^i / ?J• xS 5 \ L L5 '1
3 SF. 7N N y rv / 0.66 ac 410 L5 375 . / by 28,436 sf \ ) US -07 DATE 13,687 sf C12 *4.4 N / 0.65 cc ^ P 07 L6 ° N 7' L7 74.52' N 7746'21 a `W
46 L8: 1 39.2W 'N 1C21'29*
373 ( 0.31 oc ' ~p Beop ( / j m) k, / L9 19.58' 14' 1' "
N )f• ! y. C13 La . 1i L9 r f 6. ro S F 84, -00. ell L1 1-10 70.14' ' N 14 1*29" "
/ 376 ??qq. L2Q \ \ / / / n Js. LL' L12 ' 4 .63' N 14, 1' `E`
372 12.401 sf ? qq, W u / pti 409 / \ 4g. r~. 15 L1: q6 f Cp y~ 23178 af ."j / 408 \ P T L13 30.85- `N1 1'
h 0.28 ac $ h / 1 23.722 sf U. L14. 11.71' N 1 16'5
N ~f, a Ri \ v 0.53 ac h ) ? L14 ,f'1~ 0.54 cc/ Lti -L15 33.47' `N lW16'530 E L16` 51.21- N 171605r
r -L17 22-39* N 19?16' E
377 71' 371 1 ! 12,277f c S PARK r* a~4 o ry9 Li L18.. 83.31' ' N 1 16
L19 73.3e N OW28'400 ,.W. 'L20 11. S 6,T22'44' `E
W QO w (A 0.28 ac , h ~ 8g s?'?)•q$, 51.305ac r~ R811 L21 10. N 'W
to < L22. S 51747-l y
AREA INFORMAdIAN y 378 w / c15
14.55 ACRESI 370 o / 14,606 sf / a blro "u / rs s r?~. ~sooo,
/ KM Noy/ q9° 0 0.34 ac/ a b v,~ r N/ f F mo• P CURVE TABLE
- - - - - m po 3 a a ! N ?6 4 C4 S CURVE LENGTH RADIUS CHORD ADIUS' CHORD, BEARING DELTA
N 89'0444' W Cit CURVE TABI ' 71,62' ' N 17'47- W 71
369 -140 23'; NN (wNpO ~'Y ' 0 425 N9 r OB• Ct 71.67' 1 W.00' 71,62#._
% i34 0oa , iroos~$: a 95.05' 1 560.00' .97' N o 0' FI C3 17-78' 1 560.00' 37.78' 379 D
15,840 sf 1 ° \ / ^r'fS Ss C4 25.00' 35.36$
0.36 ac G oo 05 00. ' 28.19' 77/ 01 L_-" --N L, \~a /'10 '1- / c6 95.65' 200,00' 85.00'
368 ~ 1d's`'•W rA4k, y: C18 P~ S0A~7M ~F .'4 C7 . _ 44.
09 86,26' 150. 7
APPROVED ~ q7, C 49.79 65.D6' C8 83-06' N Qq. F C'7 S BB34' ' E
380 \ PINES 5X3 C10 1. 150-00' 89-V 419 C11 19.62' 150,00' 1.61' a 12, sf~
/ C13 4 5. ' 2-74'
w i 18,818 sf ) ^ L21 S 88 'S3' C7 ^ A 0.29 ac 35.7W 25,00' 3 OCT 9 0.43 cc x •4/ 3 3685 ~pp0 //yry C14 1a-ml 17.71'
E b 1 ~'hy • L - - ,
367 384°x° i ,,~0 YY C15 40.0* 25,0o' .10'.. 1 11 N kS gm' 381 N 382 + 0 383 14,479 sf C18 113.7o'
4, 8f Z; ci ,31 g- ? 19,339 sf h C17 3 38.47 . 10.331 10.314acf 0.33 pc PHASE 228-3 o BOX 9 1v / 0.44 0C
TON NO 27545 o , 5 cis 1.31 1 i
+1 i
U 99.51' 130.93 121.09' 57.09`
o / - S W3e5r E N 8B'2M55' E
€ NORTH CAROLINA HARNECOUNTY i/ SEWER I ANDERSON CREEK PARTNERS ANDERSQN'R.
PRESENTED FOR REGISTRATION AND EIISEMENT 8 1346 PG 98 j~ CI•
RECORDED IM THIS OFFICE IN n~ 2- BOOK OF LIAPS PAE P0" G ,8p {a
2IOIJJC1 ?,:QOPOIYOF PIN # 0505-86
m
REGISTER DEEDS8 g~r4! 1 ANDERSON CREEK
.1 "
HARNCETT COUNTY N(
SETBACKS ARE TO BE DETERMINED USING THE HARNETT COUNTY ZONING SCALE 1" = 100'
ORDINANCE FOR PLANNED UNIT DEVELOPMENT AND MAY VARY ACCORDINGLY. L G 'N SETBACKS MAY INCREASE BASEP UPON ARCHITECTURAL RENEW. O RODS ALL CORNERS ROAD NAMES HAVE BEEN GRAPHIC S( t
8 REVIEWED AND APPR - - - - - - - BU NG SETBACKS BY E-911 100 0 so 100
~ .SIE - - - - R RIGHT-OF-WAY Dote:
m - - - - EASEMENTS Approved
oI WILLIAM C. McILWAIN, JR. HOW 1,1,c r UpChunCh d[ IISSOCIS, RA DS Tyr ) 300 S.W. BROAD STREET Consulting Engineers, Surveyors & Land Planners
SOUTHERN PINES, N.G. 28387 Southem Anes, North (Carolina 28387 1 Loch - 100 .
(910) 692-5616
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