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gate map phA part2 pg1
REVIEW OFFICER'S CERTIFICATE SETBACKS: THERE IS RESERVED A 6 FEET DRAINAGE FRONT: 35' AND UTILITY EASEMENT ON EACH SIDE IIIJ PINEKEW STATE OF NORTH CAROLINA, COUNTY OF HARNETT REAR: 25' OF THE SIDE AND REAR PROPERTY LINES x I o u1,t 1t,F2 I, REVIEW OFFICER OF HARNETT COUNTY, CERTIFY THAT THE MAP OR SIDE: 10' One side ON ALL LOTS IN THIS SUBDIVISION. 0 PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS 5' One side 1114 Johnsonville 87 FOR RECORDING. SIDE: (Corner Lot) 20' C,j 17 Johnsonville r 1155 ~r/ i REVIEW OFFICER DATE $ X5,0 9 \ v' ~ a w REGISTER OF DEEDS CERTIFICATE 1154 1108 o 24 STATE OF NORTH CAROLINA, HARNETT COUNTY <pB 1143 FILED FOR REGISTRATION AT 1111 4 0 20 S p Wow 1>Qa Lei 2008, IN THE REGISTER OF DEEDS OFFICE. ° rO ` ((V f RECORDED IN PLAT BOOK PAGE 2 ono ~ 95? 2000 2pF G°' a. ~6y ONE 9S\qs~' r7 ` 6 y~s~4t°b~ sp• / ya - - - - - - - REGISTER OF DEEDS _ 2oq y G s 9 co s aac 6y O° IlIQ N^ \SS Re• s o M F W BY C, / o y tr T z, \ C Fp, pF a as / 8 F Una ~ (Ill 4 DEPARTMENT OF TRANSPORTATION 11,442 SF o VICINITY s2s 0.26 Ac / ~,A ~,?swap/ e NTS DIVISION OF HIGHWAYS z3as / y ~44~e ,2'ss s•~9p / 1 ti ,p . '10 N F N /0 $gg PROPOSED SUBDIVISION ROAD o /210 C J 0 g~ s2o 0'/ C, sa a W tpu p / ss•sr; SURVEY NOTATION CONSTRUCTION STANDARDS CERTIFICATION /10,156 SF / oroy e5s„ 0^6 / 101 \4 00 CO o U Fg J C:, N ~ N CP COMPUTED POINT N1o;1>, AC / ry~ ` / ss• F~ / ^y y,9. 10,273 SF / ?0 W/ 0 7 0 Bj , A,0.24 A5/ Z U Z U N O ~ Q C EPK EXEXISTING PK NAIL ISTING IRON PIPE APPROVDSTRICTENGINEER 0`ti I21100'~ N2SS40ZJ>SF 76, S✓ y^ O s ECIP EXISTING CRIMPED IRON PIPE /10,156 SF I oyN '~'s9, 5'41 102 x a EIA EXISTING IRON AXLE S3S70.23AC/ h / @s 104924 2ACF GN z EIS EXISTING IRON STAKE DATE 0 ,ZO.2~>E, / 0`v S1 0245 3F 011' CO 0 o ECM EXISTING CONCRETE MONUMENT q 00, 47. r q 7 y vti H o ECS EXISTING COTTON SPINDLE 1212 oy 722os,?Sf/c,^~ / 10329 k✓ o Oa~c,y 72 Jet 77A O b } 0 z ERRS EXISTING RAIL ROAD SPIKE / 086 ACI /85 \ /10,8509SF ~ GOV 7Aa 0 Y p~e( PK8 PKNAIL SET N3903, I o~ N 1 9149 SF/ 0^ N3. 0.25 AC/ O [O } p}p IRON STAKE 1RAN RIGHT•OF-WAYT ^i ~r?033"W.. 3g?is927 AC o / 4274S oyx N2soJp.P6Z z¢ Z W d (n W cn } e WW s y W J W M IZS/ oyy 7?SSg Zg ~qp /1y^ a WC WITNESS CORNER v I 13 Op• Ir22 WJ 0^ / W N.C.G.S. NORTH CAROLINA GEODETIC SURVEY / 820 ACI 184 7) 104 BB IL W p S to p U 6 > b Q 10'x70' SITE TRIANGLES S425a•59"e. u SQ , 9,1210 AC SF/ om - 111,366 SF Nj , 0 /ag B n g ~2 S~ o /72p.Op•~ 07432,. N4 j, 40.26 ACII h j.?0p0Q. ? d° GENERALNOTES: 214 / n 72203 F. I /-.13j805WJ Zsgl~\~ AREA MEASUREMENTS CALCULATED BY COORDINATE METHOD. Ita.236AC o u I 83 1 I 2" 13631 r CL b 2. ALL MEASUREMENTS ARE HORIZONTAL GROUND MEASUREMENTS UNLESS STATED OTHERWISE. N4j79' W ° 9 9b1021 7 ACI I 705 Nq ( 0,22 qCF y I S (n ~ 3. EXISTING MONUMENTATION WAS FOUND AT PROPERTY CORNERS AS SHOWN. 29" S 4. NO TITLE SEARCH HAS BEEN PERFORMED ON THIS PROPERTY BY THIS OFFICE. 12000, ' 14 lg 2' I 1p 283ACF u 23 3353„W J7u I S. NO RECOVERABLE NCGS MONUMENTATION EXISTS WITHIN 2000 FEET OF THIS SITE. 1 1 0 0 0 12.03' N4s'p2'53" J 75' o C~J O L 5 6. IRON STAKES SET AT ALL CORNERS UNLESS NOTED OTHERWISE. n 215 rn o~ 82 r 13913,- z ~ Q . F- W 7. m ' i n 7. FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED TO HARNETT COUNTY SUBDIVISION ORDINANCE. ° 110,967 SF ° " <R N dWh}- Z< NOTE: 7 L0.25 AC 1 170,28 ACE! u 12,2106 25 SF 91.88' ~1 L^ 0 S50'42'05"E cnWZ N -j ° F-Up aJO)Z 1_ 0.28 IN 1 L77 /I )S 1 THE HOMEOWNER'S ASSOCIATION WILL BE RESPONSIBLE FLTIURE" ^DSE56'36'0 -121 zp oaiNAG 5326'24"E a I1p L9~(~ /I ell U } FOR MAINTAINING DRAINAGE EASEMENT ON R /W N d ~TI ONDR , 88'=~PA _ v 0 (g. / L) ° n (50'R/W-PUBLIC) oG 1 0 > l CL 0 F- z NtnWw o OU a °0 PRIVATE PROPERTY. 14558'3 0 08"E C do oa 1 81 101146,64'- a I II 'I z U) m 0 86.16' Cq _ J Tp no 111,938 SF 0 10,931 SF v u 110 \ ant b.25 AC 1 15,718 SF \ J I O QOW w X~O~ W Z Q a W \ DEVELOPMENT n 216 _ ^ 0.27 ACI S4s'13'44 0.36 A „ a5 o xzax .-J?av) LEXINGTON PLANTATION v N56.47'30"wJ E` _j 0 5 SF u ~14A,39'- 'o v ~SSp•27'36'f~'"J ~w J a ~ a a INVESTORS, LLC 1024 AC 721 , I , PG 380 558'56'00"E. ro .64'- 108 I ~b r' 1 rn 013 2494 a Il I , " m 120.00 a ° 80 111,108 SF b . o 'm 108 206.66'' n Q I i'4•s ' , \ r o q a 10,851 SF 1 0.26 AC 1 0 n' 01 _ 1 r i ' I !41 \ S 60'14'28" E 840.05' ° 17 N H 0.25 AC '~n . S49y3'44"E o5 0 co e 19,726 SF I Z 6 o- / 158.79' 113.53' 92.68' w 80.00 w 80.05' o 19,113 SF I vi a xi (o 0.45 AC N 1 I- 121.10' 139.41' r X28 27 \ w o ? a VILItAGE OF o- - 0 021 ACI N o a o n 56094'28 EJ N gym, 1132,00, w. w L ,N49'344"W C O w v, L S60'14 28 E w a 3 .1 ,n to 12Q 207.66' v I 120.84 LEXINGTON 3 " i - r ©2 rn 221 a °0 20 d 219 C3 _ N b '1 p 1 - 7g' JI n 227 N 3 m N m m I 119.97' o n °0 79 78 1 0 v n 1 86.89' l I o, P RT 2 NN o i 3 r .0,395 SF N N ,n o N 9,603 SF Z 9 600 Sr ° a 10,996 SfI N I13 o N ti / n ,316 Sf h h 226 i a 12, 648 SF m o ,161 SF a n h A rn I R,i a O 'pp ry 23 < z 0 24 AC z 0.22 18 vi 1 n Z 77 h a 0 0 '0 022 AC AC -.°0 12 76 o / I - N rv 025 AC I m 030 AC _^h 5 rv n / h h s<i J - -I - J - Paz" 5 'x 0.28 ASC 0 0 9,465 SF n 72 I I L , o 24,J95 SF 0.29 AC y I ,526 SF ^ N o 0.56 AC `0.29 AC / \ m 19,845 SF 1 m ti n ro 'C , m 0_22 ACJ J I r n J `0.46 AC / N N y ; I 50.00, oi0 z 36 / 12,687 SF I I B°.3 18 CS 43.78' 80.00' 80.00' 95.00' 93.52' 84.35' C35 C \ y^ 0 29 AC / ^h~ ` ~I a ~ZX 4 38"W 580'14'28"E 298.78' 560'14'40"E 157.88' a REGIMENTAL DR n iv CZ \ , 25 I~ 117,637 SF .~5~j,2`', pY1 GH g0.00 REGRJIENTALDR p C47 y W w a Z~ J IF ` V. 0• _ 0 PUBLIC 19,836 SF h ~1`~`9 562 (80'R(W-PUBLIC) REGIMENTAL DR Cy 2 \ 6,"' <e I (80'R/W- ) 0.40 AC O w a pJ i I 6 AC oN / G6 X 96 91 (80'RAV-PUBLIC) R=170 ?S3 465' yy /e C7 N 60'14'28" W 589.33' C34 -2 '00' O1& Cq 1,210 00' h R=270y 31' ,ENO ~g9 28.7 80.00' w 80.00' w 80.00' w 80.00' w 80.00' w 80.00' w 80.55' H=N48 09 C 1 P 4. ° / c~ZaW z ( N N lI I pN~4g5I.01' La 4.1208 F..102A0'SA w w N o N o N - N- 3 82.54'13" 3g rya obi \ M O---M 0--.^ N"~. W Nap. y f4 0 M 27'10"E CHo$1 1A D1 N_--N O_--M O - _ -n o- _N O o e ! y Vi 1n i0 CS ` is 149.05' 128. p2 n O in p -0 0 w a.- G'1 d no vd ~d ~d n ~n S 67 ^ p \ N ` N 241 a N ® p N 43 m N 44 a N ? ? N 47 h d ,y ry ?,3 6" 0G \ 3p \ 00 3 yo / 239 40 a Z1" a 19,600 SF N 19,600 SF z 11 9,60000 SF I~ 46 46 N 9,640 SF n i~ 48 "N' ry' 0' ~S (8p, F N 9,600 SF iu p p,~ Vv 9,2 39S z 0.22 AC GI~IW--y ~ 31 022 AC z 0.22 AC z 0.22 AC 9859 SF= 49 ppH '•wA `1Cd v - J qa 0~9 AC ^oi?y k14$ePSF ea' 019 2 AC z 0.21 AC z 0.22 AC z 0.22 AC 0.22 AC C Z 00 m _ ^ R>35D.00' L=404.1$ OY1Ag9A FG .o6, J L. - J _ J _ J L _ J L- _ L _ J L _ _I L _ J ~0.2\AC 7 / 10,027 $F.a^i y ~pFq~~ ~61rC~R mt9a= ~ o Ida _ 61.81' yy S 60'14'28" E CH=561'2 '21"E 38209 471.97 0 A 63.62' 67.60' 80.00' 80.00' 80,00' 8000' 80.00' 80.00' 7,65'C203 C3 J `0.23 ACyq o _EIS v S60'14'28E o w 80.00' THE GA ,1E 560'1 '28"E 560'14 28"E 5607 4 28"E 560'14 28' E 560'1 28 E 56014 26 E 56014 28 E S60114'28 E S60'1 28"E 3 \ V? ~N l J 'OAZO a g - o I 6asD' o U MAP #2008 205 r THE E /q~~e / W = _ I f I I I I I .r a I 6 s ~s0 key k s1 11a6 s ks s y PHAS A, PARE S ~ / ®I I I I I~ I l I I I I I 8S' k-ss MAP #2008 - 205 \ J E- v TRENTON PL . E - (50'RAV-PUBLIC) 3 6 5e GRAPHIC SCALE -r--- p, T --I---` --T--I--~- 100 200 400 THIS PLAT IS TO BE USED 100 IN CONJUNCTION WITH RFn /00EEPROJECT: 3059 IN FEET ) SHEET P-1, P-2, AND P-3. I inch = 100 ft. i