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HomeMy WebLinkAboutgate pha parta phase a mapGENERAL NOTES: rr~3 r , LOT AREAS: 1. AREA MEASUREMENTS CALCULATED BY COORDINATE METHOD. FnEV~£U 2, ALL MEASUREMENTS ARE HORIZONTAL GROUND MEASUREMENTS UNLESS STATED LESS STATED • r2o rrr3 Parcel 91 Area: 12 342 SF 0.28 AC OTHERWISE. - rr3s Parcel : 92 Area: 8 753 SF 0.20 AC 3. EXISTING MONUMENTATION WAS FOUND AT PROPERTY CORNERS AS SHOWN. O SHOWN. S OFFICE. w P Johnson vale rrra Parcel 93 Area: 7, 800 SF 0.18 AC ' ~ ~ 4. ND TITLE SEARCH HAS BEEN PERFORMED ON THIS PROPERTY BY THIS OFF}CE. 5cn. 87 Parcel 115 Area: 51,091 SF 1.17 AC o ~ ~ 5. NO RECOVERABLE NCGS MONUMENTATION EXISTS WITHIN 2000 FEET DF THIS SITE. OF THIS SITE. r, ~ U o K+ r2s3 Parcel :116 Area: 27,270 SF 0,63 AC 6. IRON STAKES SETATALL CORNERS UNLESS NOTED OTHERWISE, 2~ RICHMOND PARK, 7, FIRE HYDRANTS AND STREET L#GHTS SHALL BE INSTALLED TO HARNETT COUNTY ~zot,~ W Johnsonv~7le Parcel 117 Area: 18 643 SF 0.43 AC SUBDIV#SION ORD#NANCE, :TT COUNTY °O J~ z Parcel :118 Area: 11,339 SF 0,26 AC • ' r • SEC 1, PH lil rr5g Parcel 128 Area: 7 547 SF 0.17 AC • • ' ~ d • 'MA #2093_997 NOTE: _ Parcel :230 Area: 9 498 SF 0.22 AC ' . dip Elp N29'45'O6"E. • ' :-r--- rro8 ~ rsa Parcel :231 ACea: 9 420 SF 0.22 AC ' , THE HOMEOWNER'S ASSOCIATION WILL BE RESPONSIBLE O ' L95 ' it9.72' FOR MAINTAINING DRAINAGE EASEMENT ON 2a Parcel 251 Area: 9 466 SF 0.22 AC , . • ' ' ' , • ' • • ' . za rra3 • y PRIVATE PROPERTY, LINE TABLE rrrr 2a Parcel .252 Area: 9 600 SF 0.22 AC • ~ W - THERElSRESERVEDASFEETDRAINAGE rros a~ Parcel :284 Area: 8 804 SF 0, 20 AC • o ~ ' , ' , AND UTIL#TY EASEMENT ON EACH SIDE LINE LENGTH BEARING \RING 00 Parcel :285 Area: 7 753 SF 0,18 AC • ' • • >v ~ ' OF THESiDEANt?REARPROPERTYLENES L95 50,00 N29'45'0$"E '45'08"E E s • rn f-' ~ o ON ALL LOTS IN THI5 SUBDIVISION, L96 4$.46 rr ~ Parcel :286 Area: 7 753 SP 0,18 AC m ~N o ~ S623841 E 38'49 "E Parcel :303 Area; 9 333 SF 0,21 AC » ti~~! N L97 2,74 S62'38'41"E 38'49 "E M w Parcel :304 Area: 9 601 SF 0.22 AC ~ x L98 45,87 560'14 2$ E Parcel :305 Area: 9 601 SF 0,22 AC f, °'N1 L99 50.00 N21'59'41"E '14'28"E p J rro rrrr ~ Parcel :306 Area: 9 540 SF 0.22 AC r m L100 40.00 N39'47'26"E '59'49 "E u a '47'26"E Parcel :307 Area: 12 375 SF 0.28 AC • L101 40,00 S5 ' " '12'34"E N ~ 130.14 N 012 34 E rrrr a Parcel :308 Area: 11 448 SF 0.26 AC ~ 6127'21'16 wl ~ L102 40,00 N54'12'34"W '9 2'34"W , VICINITY I ~ . , „ Parcel .309 Area: 14 371 SF 0.33 AC 1 ~ L103 11.53 5342200 E '22'00"E w w NTS Parcel :310 Area: 18 226 SF 0.42 AC g l g1 I ~ L104 20,00 N55'40'27"E i ~ '40'27"E w W co Parcel , 311 Area: 12 987 SF 0.30 AC N ~ L105 19.58 N34'22'00"W J 22'00"W -1 cf) Y ° N ~ ~ , L106 10.00 S29'45 32 W REVIEW OFFICER'S CERTIFICATE ~ '~1" Y~ " GURVE TABLE •n° ~ t~' 45'32"W z U Z oLo s o fi w N q~ Sp6 6 91 .asp S. ~ i STATE OF NORTH CAROLINA, COUNTY OF HARNETT CURVE LENGTH RADIUS CHORD bIR CHORD ~a $ ~g~ ~,~s,~ 6! r w I, REVIEW OFFICER OF HAR E C97 S S~pS$y~Cl - N TT COUNTY, CERTIFY THAT THE MAP OR 11.50 27 ,00 S6126 46 E 11,50 040 4~ oo 2 4 , , , z > PLAT TO WHICH THIS CERTlFICAT#ON IS AFFIXED MEETS LL 5T C98 39. 7' 5.00' S '08' " 3 4R 9y' •31" Gt T ' N'375p z8" ' ' A ATUTORY REQUIREMENTS 6 2 N 2 01 E 5,64 X50 q° 0 G G • E,171.37' 0 FOR RECORDING. C99 39.27' 25.00' S38'19'23"E 35,36' e°b ' ~'o ~ ~ O ~ G~ • o~ O G100 54.98 35.00 N74'45 32 E 49,50 ~ 92 1 s ~ p ~ ~ 'z ' 206.03 360.00 N32 30 23 E 203,23 0 ~ ` ~ ~ ON ~~2 ti ,tia ' , REV ~ 0~ ~ ~ ~ ..m , IEW OFFICER DATE C102 66, 71 260.00 522'241$ W 66,53 ~ ~ 12 , 1,~E rns ~ < 9~ '`~,w. ' r > ~ tss o d m C° C103 39.27' 25.00' S74'45'38"W 35.35' 6~°~ 1 ~ 0 0 , 9~'. , ED a- z w ul cn w REGISTER OF DEEDS CERTIFICATE s N° 93 1 0. 2 tia•• • 0104 39.27 25.00 51514 28 E 35, 36 C ~ a 1 , , y ~ + , , (D W 9 ~ w- s , , ~ ~ d ~ STATE OF NORTH CAROLINA, HARNETT COUNTY C145 39.27 25.00 N74'45 32 E 35.36 ~ ~ ~ `~''°o. ~ 2pA° w S ' ' ' u. co o cn FILED FOR REGISTRATION AT C106 2 ~ ~ 1 ~1„E1 y 'i / ' 39.27 25.00 51514 28 E 35,36 ~ ~ ti ! g , , 0 2008, IN THE REGISTER OF DEEDS OFFICE. ~ „ ~ ~ to°6 t2 cS• ' / '1`G~ C107 38.27 25.00 S74 45 32 W 35.36 ~ ~o ~ ✓ • , • t F RECORDED IN PLAT BOOK PAGE C108 39.27 25A0 N15'14 2$ W 35,36 "a p~2 ~ \ ~ o~ ~ ~ ' 1. ' 39.27 25.00 515'1428 E 35.36 >7~~ k;l 115 ti~`~ / • •6 . , , 9 ~ ti ~ C110 39.27 25.00 574'45 32 W X5,36 c~ ~ 6no3 oa"%~' , REGISTER OF DEEDS C111 55.68' 205,00' 521'58'39"W 55.51' 2 y s 20/ / , CL a z $ BY ______r._...-..__..._.____..._._._._ C112 83.03' 255.00' S20'25'S0"W 82.66' p Q / / / / C113 S ' ' 2 2 / SETBACKS; DEPARTMENT OF TRANSPORTATION 6©.14 255.00 071914E 6a.aD ~ C114 60.14' 255.00' S20'50'00"E 60.00' \ 1~6 ~ , ~ FRONT: 35' _Z 0 0 ¢ 0 , , „ a.~ DIVISION OP HIGHWAYS C115 60.14 255.00 S34'2046 E 60.00 \ REAR; 25' oO Y } z 04 PROPOSED S D C116 90.74' 205.00' S23'S0'42"E 90.00' ~ ~ ~ 39 ' SIDE: 10' One side d z UB IVISION ROAD ~ ~ - .110. , . C117 ^E CONSTRUCTION STANDARDS CERTIFICATION 90.74 205.OD 50130 56 W 90.00 ,1605. 5 One side 0. D _ o 0 uj LL cV C119 , „ ~,.,N12 i 51,92 255A0 S05'16 09 W 51.83 ' I ~ SIDE: {Corner Lotj 20' I aor- 0xE- C120 37.57` 270,00' N56'15'19"W 37.54' I ~ ~N d'V)V)!- 0 LuOU z APPROVED C121 37.69' 190,00' N54'33'30"W 37,63' C 1 I oo'~~ ' pISTRICT ENGINEER , „ , N 11 1`a 0 `vU~ LLdZ < U- w I 0 I n C122 94.86' 275.00 S72 31 37 E 94,39 ~ C123 ~ I l ' FUTURE 99.22 255.00 N712315 W 98,59 o L„ t ~ m DATE 0124 , „ ~ N29 45 32 E m DEVELOPMENT wz¢ a -0= "o zz¢z 0 5;r. } CL 3.51 255,00 N82 55 43 W 3.51 n - p LANTATION , r 643.4& ~ m LEXINGTON P a ro ~ l I o~ ~ m INVESTORS, LLC g' SURVEY NOTATIO ~ r I 11 I ~ ~ DB 2494, PG 3so N a ~ ~ ~ 4-.... --..-.......J v w CP OOMPUTED POINT ~ ~ ~ 108.46' 263,60' EPK EXISTING PK NAIL N29'45'32"E 372A6' _ 0 z z EIP EXISTING IRON PIPE ~ w ECiP EXISTING CRIMPED IRON PIPE Cgi~'I'EIVI`1IAL PKWY o 0 EIA EXISTING IRON AXLE - ~ LIC CBNTENNIALPKWY ° ~ (100 RIW-P~$ ) (100' R/W-PUBLIC} a N >~IS EXISTING IRON STAKE co ECM EXISTING CONCRETE MONUMENT ~ , g ECS EXISTING COTTON SPINDLE ~ C102 N 29'45'23" E 406.88' _ _ ' ° t; C~ ~ 31.38 ~ a W d ER 5'032 1, 110,54 79,49' 80,00' 80,00' 55.00' o~, +a° 629'45'32"W _ < ; RS EXISTING RAIL ROAD SPIKE , ~'E N1 ,1g 20.0 - rn u, , ~ , PKS PKNAILSET ~1~p32 ? , ~ ~ y z l~ ~ W ISS IRON STAKE SET ,20" 110.65 ~ a N ~ fl 4 P E ' •y LL) x R!W RIGHT-OF•WAY - \ w > _ , 1k ~ ~ cn 0 0 ® nfi '~W ' `~:J' o c I , ~o- 00 E~j a ..r 3 61, s 0 w 0 n o rs N o© o , WC WITNESS CORNER , ~ C o s ~ r ~ ~ N O INN - ~ o N - a N,C.G.S. NORTH CAROLINA GEODETIC SURVEY ~ r I < a@. u. , y -J m' fit- -..i -.J m ~ 10'x70' SITE TRIANGLES ~ ~ ~ ~ \ \ ~ ° ~ ' ~ I `~S ~0 , 0112 5,51 79,49' 80.00' 80.00 55.00 ~ ro ~ ~ N29'45'32"E z _ _ eye r„ S~ S ~ 10,0'x"' 529'45'32"W 300.00' aG ~ os 95A0' o~ - g 10 v'% \ s° STARWOOD ~ ~ / ~ o ~ ...Q=W e as N ~ ~ • \ i G~19 MARQUIS DR (50 R/W-PUBLIC} t7 b ~ 4 SUBDIVISIO ~ ~ \ ~ 1i1 0 N 29'45'32" E 190.00' Ct f1 ~ ~ 529'45'32"W~ ~ PHASE 313 0 ~ f ~ rso ~ ~~o c r, ^ o~ o~z N9° P.B, 98, AG 414 ~ p I ss2, `~9'` / w o1 L106 0 ~ 95_00 N 95_00 W ~ 95µO0' ~ 3~.~ ~ z o~ € ~ I I 3 m~ ~rn ~ I N m I ~ ~ ~ ~ o © ~ .N N ~ oa 311 +S / ~ N O, O I ON Om ~n QN I ~ / ~ g $4 I m o,~ ? o I ca I I m I I ao OL o~ ON m ~ CONTR f1s ~ / 'G i 0 1 0 • N ~9=4532'-~ L _ _ ~ v St,t2' o - - - ~ ~ TMIS PLAT IS TO BE USED RNER .i ~ ? ® p N . , „ , „ , " CO ~ N 4r' 94' / / ~s\ p ~ ~ • °7<H t'd" ~ r 120A0' ~ N N 29 45 32 E N29'45 32 E S29'45 32 W 122,61' W 4853, ~ J y / o o- ~ ~ w w w o 116,27 I FU'T'URE I , IN CONJUNCTION U!lITH ~ S , ~ , l I J ~ o ~ 2 f 53,23' / ~ 109 1.110 #n o ~ ~ ~ I Bar I FUTURE ~ 12 rs 31'00'01 s `r ~ ~.1°~ ff~o ~ ~ I I p N / / DEVELOPMENT 0 SHEET P-1 & P-2. . N Q ~ zo s . - . ~ `D ~~NS3, ~op' J/ e2s• l l m ~ LEXINGTON PLANTATION r a 0~4~ ~$?g" o^ ~ - - J ~ INVESTORS, LLC rn o~° Q F FrS ~ 6 N N2s'45'3z"E 12a.oa' N 1 DB 2484 PG 380 .5 GRAPHIC SCALE _ ,;t 5 THE GATE SAWYER RD. BXT. too o so 10o zoo 400 50~ RjW-PUBLIC) - - PHASE A, PART { M P~Ob$ = EE PROJECT: 3059 28 p °z r,,, r•- { IN FEET) SHEET 1 OF 2 1 inch = 100 Pt,