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HomeMy WebLinkAboutlex plantation gate phA part2 rev pg2SETBACKS: REVIEW OFFICER'S CERTIFICATE FRONT: 35' REAR: 25' STATE OF NORTH CAROLINA, COUNTY OF HARNETT SIDE: 10' One side 1„ REVIEW OFFICER OF HARNETT COUNTY, CERTIFY THAT THE MAP OR AP OR 5' One side PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS I 1AENTS 1 I 1 I 320.00' SD 00 SIDE: (Corner Lot) 20' FOR RECORDING. 1 S 82'41'03' E 1-115 N82-42 L17 N 4 O 0 z 3 80 79' W 90.26 50,00'3 99.74' 3 t- _ 1. 15~E 1-114 3 3 - 1 3. u Or r N o ro o N p7 w ~,~o. - c °o m °O t"`n o I 191 'm ry 190 a REVIEW OFFICER DATE _ G95 4002 . °o pa oN'rnm'ro o 193 ~9,600SF0 C I `TJ N O~ N Z~1 o ra o oro G' u°i '4 O r "10,697 m~ ro m ~0 2;4AC ° 10.22 ACJ \ 1 1 o9y~u1 °mmor mo. x. SFo 5 REGISTER OF DEEDS CERTIFICATE G9 i~^yym N'A N. ~Io°O Iiaw 0.25 ACIm roam \ 1 L m I J 6o.ao' STATE OF NORTH CAROLINA, HARNETT COUNTY o. No 0 0 AD w, f - - J z ~i) 74.74' FILED FOR REGISTRATION AT T n o~ 00'0, 'o ,y f 65.26' C E 15434' N N o A 3 GU 2 Cl 13 73.12' 562'41'03 C 2008, IN THE REGISTER OF DEEDS OFFICE. zoo- C111 N82-41'03"W 138,38' O•~ 1 1~ N o~0 C ° CENTURY DR e~oh RECORDED IN PLAT BOOK PAGE O b`oa.^ 1-92 y (80' RIW'PUBLIC) \ \;s Ggl N82'41 03"W _ _ _ _ _ _ _ G N 824103" W 136.69' C;7 g 95.00 8 FUTURE REGISTER OF DEEDS g Cl00 80 00 5$00' o u DEVELOPMENT ~z ow G99 1.69' 189 ° - _ _ _ `n ° - LEXINGTON PLANTATION BY _ _ _ _ _ _ _ _ - _ -W ems ~ Gg6 nn °0.oas 0 19,466 SFI °m z INVESTORS, LLC l m 0 a m o 010 o ro 6p- A m r, 0 0.22 AC DB 2494, PG 380 c G91 o N m 'a o m'0 m o N m N °i u o o m r $ Z oo a s°oo` NNOo0 m o.o ~ o I_N82'4103W m °a+ to N Np N ; ; o ~'>m _.z ~T m ° m 12000 - DEPARTMENT OF TRANSPORTATION w i ro N° I° m i am z on 1- b tOh~e o PI82'4Q'S9"W L o ~ M200 Si W. Di ~,o a! ' V rn (t N I o .1 L - - z 3 ° 9,600 SP o m / DIVISION OF HIGHWAYS 8x41 o3'w m .43' , % ;.10299 ' 'V,56--, 0,~ 3 , f~ J ~Ni°i O1~y~ i 585143Y'E N82'41'03 W g o ro ID.22 AC 165.43' n o, 0 A- Gj p4 1-10 - 80OD' 80-00 ' .n m Ns2 120.0 J' 0 , `40" C 0 4r w m m 41 oyw _ - ~ w PROPOSED SUBDIVISION ROAD o I^.° i 10 w o_'- ro o m.. 174 b p2a~ G1o ° 3 w .n _ 0 n ro o 2a DRAINAGE cASEM1 75 - 00,185 5F a° t7J\\ 3 440`, CONSTRUCTION STANDARDS CERTIFICATION ° w `a r. In T % 19,529 5F I m N h r J ~~0 01 Z`. m 97 N 96 I ,ri o ,n o 167 n / - 0.23 AC rv o 9 i G1 0,, r 98 N 'r m m r o o m, 0.45~C- _ ; m 10,166 SFo a 70 S9 - L i i m 99 r i " 9600 SFo 19,466 SF 0 N 19,466 SF o ~ I 023 AC do ,ryFO ~ X91 APPROVED G Z , ,W_ q m170,237 SFo 10,099 SFo 0.22 AC 0.22 AC I 0.22 AC m > N 100 0~. 0.24 AC Z ~D~23 AC \ L 9500' m 148.58' CI65 CI66 J H~ 17 \ ! / i DISTRICT . J ENGINEER 0,1 SF C 243 58 X23 AC F' ~p w• p G J 1-108 0 C 582'41'03" C76) < 10166 80.00' 55 ONIST PL 1 COL ~o 023 ~ ON m: 172 1 25.67 R>zp$ DATE 01 582'4103 E1606T (50'NW PUBLIC) C164 W 243.58 p p6 COLONlST PL N gp'41 03 1 .PUBLICI /68 ~tiy^1'0~ 71 J GI ~y. DRAINAGE EASEMENT -N619$6j (40' W 160.67' 95,000 8000 6855 H 0 X10,198 SF / 1-123 N 82'41'03 s c; _ o w w : 9S.Op (3 N, k` G122 - 95.00' -1 d 1 . _ 2 0.23 AC - C 65.67 0 186 'o N -,p w m r- h ~o oS P / -z" ? u 9 I ° LLoa 'm o m¢ m 6, ~mF,~ ~v5 95.° '6 04 1 1 / 6121 w "o 121 Z N - 0 0 0 .22 w mr n m e ^'U"i 95506~~. 420 3~ o\"c0. / C a. o _a m -to 9466 SF1 0 ° 10,22 AC C 0 r -O na• m o 3 ^ S' 0 \\aa 11 5 m ,_N824103"W ~N OZ as a Nq 0 00 0420 Z o ooh - 7 w m 0.22 AC N o m roo a I_ oo J " po 7R' /41g ° `j0•. 51) 170 a oS//~ d u oo'oY0 'a. ,o{ Z 8,886 SF.mm N82'41o ro - -120.00' a- - J L 7962' . °MO 0 Og6 PO\~6 ° \ iQ593 SF` y N 0.24 AC RNw s10 i 10.20 AC 120.00' a / C °w0a 1 g pm m - r m 3 85 0 zN8241'03"W S82 W03"F 114 0 9p 9 402 1 I s a a•~ N. vNn OJ - °z b 127.77 122x! 0 19,600 SFI d a000 64.09' 1 53' 4 \ ~6 41? s ° ( w`/ a 0 as I O~ 345 r o 3 u /1 \ W o 44 f Im 1-126 600 SFI o w m 0 10 22 AC o- i ~ S g8 46 m N _ Cm, rm0 v 1r GI 0 ~B4'12'd9'E N °m 0.22 AC m NB-4103"W _1 ww In m. w, 0 w I 101 180 N 169 e , 1- 29 iA - Y o _ D a m F a SF N. 979 SF 3 .w 1 I I ✓ 51 a 82'4 D3W o w n o rv m. m7 644 b a9p0 m a 9,502 $F N I Z i f J 'V 1 i 124 H 120.00' O o h 1 a o m n 17 AC 0.23 1 ro a G cN s 0. z 5 s a 0.22 AC N 120-00' -1 ,o z 0 184 I ° Nom O m o b a. . w m. g- 4 m 5 62 , / 0152. W 125 1 10,982 Sf r 123 0 8.8 m. m - i Y; N, g587 G ~ _12 '13 111 0.25 AC u70 1 m 1 88 SF r 7606 17193 8408 AC 0 C160 g"W 5 r / 64 as.. 12,430 SF u' f ro ° 1 9,466 SF 2.2 G / o - z 80.00' 53.29' .589'422 LIC1 E~ i ly 0.29 AC _j - m L0.22 AC j v 95.00 6159 Y-PUB 1, 1-16 7~ 065 h0'~ V 573,E / 22829' ( 2/ p N h P c^ 31 r 50 S 0 0 50' 0 126 9S.~ / SG9 8 z 9500' G\ti N82'41'03"W NUZZAS 42'25' W 175. 71 4~ 0~'.5 P50 y'S 00 y, / / _ _ DRAINAGE g 89 78. o o 0 EE q S / / G5 15,395 SF 454 0133 61824103W 151.98' EASEMENT 233 Z . lop ~ 1 T 5RIW8 98' PUBLIC) 07 29' 6158 9650 ' 1a)~ 0,35 AC HUZZAS CIR (40" 0 N 52'41'03" W I12090' C157 150 °'aS~ ~'0 75> ,0^+55 806`10 oD~/ / 9 16 15.. 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A 1-1 98 9 0.22 AC o - m .m _ N o' 5 138 ` N yF < R6 F k 153 0 , G a, . 1 / / m r. 4 m, 1 5 1/ / P G S0 5h-. ° , 0.28 AC N f C ° x14222 ~a o g O \o 1. N 9,500 SF ,o 5A0 PG 261 86 15,199 SF m a 11 52: Sss a ?:7E \ rn.°• m 1 14144 / z o x 133 0 1 - 0.22 AC ' a o 520 122 C \ -I 0.35 AC - F / 0ti U~ E _r r / , 3 12. / c 13,662 SF 0 s, -0-- 1 5A F. ~ .o N15 99 d° s ~'l ~F 158 \ 4 a~ Ng8.22 fJ ~ -emu 9 33 ,am x rn 11,378 SF 0.31 AC 605 60 -6 i'~?5' S I 01 `ll i ! m r I o / ■ 163 q 14,205 SF III w / / m I M w_ L / m'~ p11 0 ( c / SF W. 5.05' 9¢ IV /,n ro. 0.26 AC v 577'59-53"E-~;- ° d9 g2 139 °o. 6 Ik45926 PO \ _ 58 559 r C79i r° h 0.33 AC o o / / 3 i O \ C 0 12 G / l N 7 m. m 111'775 SF NBS'SB 56 W.. ff-30'DwaNAGErsrt~+t---~71 s 11,818 SF A ~~g C 0~.3d 35E/ 154 / 1 156 N S6'J7. rn o 027 AC 145 aD / /1 IN Y m / to 141 25 0 0.27 AC a E~ . 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FS- 1 N a 0E L i A S m (?z ,•0 21q~~ r Ss Io zi a 0.43 AC L N' M( Gy__ ■ tt n'h v r ~1,' I ( / a - / / d5, 0 a 0.2 / / °EU ¢4 g wCyi t 89 80 6 FgSFMery m h `V R ,N / 0 4Ln~ F ~9 M '1- MEN S82 *52 46"E" p2 20 SEWER 15 S v1 / ~r o / / NFG I 2S / i r r r ,5894 ~3616 7304 i v I L24 r I 5 Z 11 qr ( _ r 6 r~ r I _ 611 aya~ 6242 Z 8 / / QI PHq~~~Fk7~ 11x82156 W 47821'S6"W 5833633E \ ~Y 16~) / II1 rr ~r C41) L~ II II 4 / / / I r I p ~ 1 151 I ~ I rl r II I II ~ ~ / r m GRAPHIC SCALE g 100 0 s9 100 200 400 THIS PLAT IS TO BE USED E IN CONJUNCTION WITH tn~h FEE o~ ft SHEET P-1, P-2, AND P-3. SI 1 i. .l ~ 1