Loading...
HomeMy WebLinkAboutApproved Final_pg1NOTES: NORTH CAROLINA HARNETT COUNTY I,NEW IRONS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 2.ALL ROADS SHALL BE DEDICATED TO NORTH CAROLINA CURVE RADIUS LENGTH CHORD CH.BEARING I,Miakey R.Bennett,PLS do cert ify that this plat was drawn under DEPARTMENT OF TRANSPORTATION. 50.00' 41.15' 40.00' N 03°58'28"E my supervision( deed description recorded in Book SEE W 3.ALL DRAINAGE EASEMENTS CROSSING PRIVATE PROPERTY DEPARTMENT OF TRANSPORTATION C3+ 25.00' 41.76' 36.81 503°42'43"E C59 50.00' 41.15' C35 25.00' 21.03' 20.41' S 74°58'23"E DIVISION OF HIGHWAYS C6 25.00' 21.93' 50.00' 55.93' 53.06' N 59°35'54"E Page REF_ etc) that the boundaries not surveyed are Clearly J SHALL BE RESPONSIBILITY OF PROPERTY OWNERS. C36 50.00' 68.06' 62.92' 560°04'29"E C61 1 25.00' 21.03' 25.00' 21.03' 20.41' N 67°32'56"E 25.00' 39.27' 35.36' S 01°32'45"E indicated as drawn from information found in Book SEE ,Page REF., = 4. PUBL IC UTILITIES,F IRE HYDRANTS AND STREET LIGHTS SHALL PROPOSED SUBDIVISION ROAD C37 C38 50.00' 50.00' 54 52.21.02' ' 51,43 49.87' ' S S 0869°'41'4149'55'X! 'W C62 25.00' 39.27' CONSTRUCTION STANDARDS CERTIFICATION C63 25.00' 39.26' U BE INSTALLED~ ACCORDANCE TO NARNETT COUNTY SUBDIVISION ORDINANCE. C39 50.00' 66.91' 62.02' N U°01'21"W C64 25.00' 21.03' that the ratio of precision as calculated is I: 10000; that this plat - /1 ,./4 ~ i C41 25.00' 21.03' 20.41' X26°47'00"W 25.00' 39.26' 35.36' S 88°27'15"W 25.00' 21.03' 20.41' S 19°21'34"W EX.AXLE L~ (/'r C65 50.00' 45.72' C41 25.00' 37.38' 33.99' 586°17'17"W C66 50.00' 49.38' was prepared in accordance with G.S. 47-30 as amended.Witness 3535'3B'E STREAM -...IN '28"E APPROVED pP °16'01 N .68' S +6 X1 50.00' 45.72' 44.15' S 21'27'42"W CONTROL 50.00' 49.38' 47.40' S 75°57'15"W my original signs cur e, registration number and seal this 25TH 173,50' 28778• DISTRICT C42 30253' 41.68' 41 ENDINEER C43 310253' 108.22' 108.22' S45°23'03'V C67 50.00' 49.37' C68 50.00' 45.93' 50.00' 49.37' 47.39' N 47°27'49"W 50.00' 45.93' 44.33' N 07°08'15"E day of JULY A. D. 200 184.35' Of 14 US _ DALE d2 C44 515253' 101.02' 101.01' S 4,°22'20'X1 C69 50.00' 50.78' VAS"- '.,..20 ' ' D.E. t "-i"-`7~• C45 315253' 102.53' 10252' S 46°13118"W C70 25.00' 21.03' t 1Ma C46 25.00' 39.68' 35.54' S01°04'+9'E 50.00' 50.78' 48.63' N 62°32'52"E 25.00' 21.03' 20.41 N 67°32'56"E C47 25.00' 21.03' 20A1' S 70°38.26"E C71 3716.99' 40.01' 71lt 90• M f11 • 40.01 • N 44'-37'31-"F WygW1M1'"- / l ° 1 , Cog 50.00' 46.26' 44.63' S 68°13'43"E C72 3716.99' 101.00' o - . o U ) C49 50.00' 50.76' 4860' S 12°38'2TE C73 3716.99' 50.96' 1.OSSOC 1 t p 49.92' 545°02'25'X! C74 25.00' 39.21 Ito"~elf~~~ ~sr CAfTQ MI KEY R. BENNETT 0.861 ac. m / 'I m \ C51 50.00' 55.05' 52347.871' N74°19.03'X1 C75 25.00' 39.27' FE$$/ON L - 1514 I N 4 1 0 \ C52 50.00' 39.20' 38.20' N 20°48'57W O~PO 2 I / n" \ \ ti MINIMUM BUILDING SET BACKS C53 25.00' 21.03' 20.+1' X22°27'05'H I, MICKEY R. BENNETT, DO HEREB CERTIF' - , I 6 C54 25.00' 39.27' 35.36' S 88°27'15"W Z SEAL 9 I O r° FRONT YARD 35' THAT THIS SURVEY CREATES A SU D VLS 104 y 1 t S C55 25.00' 21.83' 24.41' S 19°21'34"W No. 1514 OF LAND WITHIN THE AREA OF A NTY OR 85 4 REAR YARD 25 C56 50.00' 34.88' 3418' S 15°15'06'X MUNICIPALITY THAT HAS AN ORDA THAT 20' D.E. , yry I I C57 50.00' 54.43' 51.78' S 66°25'33'W 3 y REGULATES PARCELS O LAND 1 : n 1 f SIDE YARD ---------IOC C58 50.00' 54.79' 52.09' N 50°59'43'W CT 'y0 CORNER LOT SIDE YARD 20' ~Fy R BEO~ 1.113ac. sd, 3 4 y 20' D.E. J AX NUM HEIGHT 35' i • <Ir3 1 iq x J 20' D.E. ~Jw9isolc uwu WATERS as c ~ WOODSHIRE PARTNERS,INC. o p•370ac. 183 w DB:1899,PG:868 I 193 ~ - i I' TRACT DATA \ 186 o m 0.506ac. o° Nne22Ng+ x k" ,A' u z a L OC. 258• _ -655. A ~ ~'hl I 'C~ o c Ov ~ 14-44°BT'2Y"E m - ~ p0 i DEED REFERENCE I A~ N N 4208.&- - ° _ t5a2r DEED BOOK 2315,PAGE 105 yd 192 T s39w I g p7 1.026ac. sr~Al4 ?0~ m o 182 0 99 LOTS N N m's 18.7 g m 8 \ 1 cc. .40ac. o 0° - " 0.36' N 'F 66.8 ACRES TOTAL 0 0,3480o. a 20' D.E. N ' U N-39°G7~`E- _ i5O•aB' c as Of WE US. £ ° - 0 0.534ac. F WATERS m _S _ JUW3aICiNaU'LLW Fi5.94'_- -iSpa0' u ° W W i b ° °O° ° 178 176 a - . d' 9 F_ D.348ac. 0.348ac. 181 N O N a 0 1 I LJ m °u 191 188 Csp 1 1 = 4t u O ° a . m j? I 0.348ac. u+ / y f 0.948ac. _ N w O L / Uw < 2.768ac. Ltl F -39°47'19°E g +~fByY -ni .t W _ _-_iSgAp•_-_ _-41 --f25,29-_ 152-.W CERTIFICATION OF OWNERSHIP,DEDICATION AND JURISDICTION m 174 O aC. 7 39°BTV9°W- + ° u m 5'V 173 ,ae,dS !i 6 4R I,(We)hereby certify that I am (We are) the owner(s) or o m u 189 c 180 o D P agent of the property shown and described hereon and that 190 e c I w u o 179 ® a W ® l( We) hereby adopt this plan of subdivision with my (our) o o p,348ac, 0.396ac. O a ! 'A a B 175 b 1~ + u rv H o free consent.establlsh the minimum building setback lines, ® 1" and dedicate and easements to streets, DUblic alleys, walks, R and fO 134.76' 123.46' 05 ry 87.90• _.__._.1 ® ¢ u 4y 0.374aC. ® 555 / private use parks as a noted other [s 3 all the land shown hereon Is within the subdivision 43°2115"W 5 g2°148'W C42 O OJw 1 5.028(3c. 8 125.00' 52.21' C - gd ° 1 172 regulation jurisdiction of Town of Lillin ton. VALLEY OAK DR. , R/W - - 43°27,15'9' S ~ 11 © - :5B' R-/ -VALLEY OAK~R- O G \ s 101.00' N 01.00,E 76.00' C> AA N +78 X16"E W43% 115"E Cg _ ° 5 -N-42--~- Date bWWer iageIT t + J ® 101.00' 101.00' .2 --U.34aac~ ® 0 C5 20'D.E. $34saG. $3#5II. +30.78' D.E. N . u 162 163 164 ° W _ a. $ c 165 166 167 168 169 170 1.625ac. ~N. u 171 ~ 0.354ac. hereby certify that the development depicted hereon has - W been granted final approval by the Harnett County N 543°27'11"W n - 101.00101.00' 101.00' + n _ Development Review Board pursuant to the regulations set ly N ! 101.00' 101.00' 101.00' 101.00' 101.00' 131.00' N 43 2115"E 668,70-- forth by E-911 Adressing,Enviromental Heallh,Fire Marshal, O 101.00' 101.00' 101.00' e D 1i e it X4327'15"E v m 101.00' 101.00' 101.00' 141,00. 1.01.00' Io1.00' 112.00' Planning,and Public Utilities of Harnett Counly,N.C.,Subject - - u a 101.00' 0.348ac. 465.70' to recordation In the Harnett County Office of Register of 0.348ac. 0.3450C. - - - - ~ - - - De d within thirty days of the date below. c N LjJ u ~ - - W ° 143 142 141 ~ ? 140 ~ 139 138 137 136 135 O °o, O 132 134 133 0 -I -z-7 /o-; evelopment Review B rd,Chalrmon Date LJ 6 LJ + ro 0,345a c. 0346 ac. 0.3Tk7ac. \ c q0' _ V) 101.00' 101.00' 76.00' C6 a + 101.00' 101.00' 101.00' 101.00' 101.00' + C y OJ 76.00' 101.00' 43.23' S 43°27'15"W S 43'21'15'-W C6A R BASKET OAK DR. 60' R/W ~o~ - - - - -BASKET OAK DR.-50-R/W m \ ~P H 43°27-15" N 43°27'15"E C) ° 131 101.00' 101.00' 61.00' C72 C73 50,05' 0 O 101.00' 101.00' 101.00' 101.00' 101,00' 33.23' 7 r'4 STATE OF NORTH CAROLINA - 6. -p.34ga~ .348ae. . _ ; - + 0 89 555 9 2400 2~ COUNTY OF NARNETT i OF n PWS NARNETT CWN7Y,CER7IFY THAT THE -M4PEOREPLFTO ICER + . 119 120 121 122 123 124 125 126 127 128 129 p 130 0 NHICH THIS CERTIFICATION IS AFFIXED AEETS ALL C! 4S STATUTORY REOUIREAENTS FOR RECORDING oe \ 101.00' 101.00, A 101.00• 101.00' 101.00, 101.00' 101.00' 101.00' 101.00' 120.09• 228.93' 11 DATE: REVIEW OFFICER LEGEND S 43°28'10"W 543°20'10"w i. OWNER/DEVELOPERS i'. LINES NOT RVEYED-------------- HARNETT FORWARD TOGETHER WOODSHIRE PARTNERS,LLC LINES SURVEYED EIP------ EXISTING IRON PIPE DB:2193,PG:653 1540 PURDUE DRIVE ECM------EXISTING CONCRETE MONUMENT EIS------EXISTING IRON STAKE FAYETTEVILLE, N C 28303 EPKN------ EXISTING P.K.NAIL NORTH CAROLINA PKNS------ P.K.NAIL SET (910) 484-9091 THIS MAP TO BE USED IN NARNETT COUNTY ELS------ EXISTING LIGHTW00D STAKE ✓ M a N/F------ NOW OF FORMALLY This Map/Plat was presented for registration and R/W------ RIGHT OF WAY SURVEY FOR: s T/- f r recorded In this office at Map Number 2007- C/L------ CENTER LINE NC27W BENNETT SURVE NIS NEW IRON STAKE PIPE NIP------EWIRONRAILR OPPERLI77([p R FOREST OAKS PHASE THREE 1662 CLARK RD.,LILLIP This day of 2007 ERRS EXISTINGG RAILROAD SPIKE NRRS NEW RAILROAD SPIKE JR7 SR 1128 (910) 893-5252 at o' a lock ____M . CP------ CALCULATED POINT 7>) a ELAN------EXISTING MAGNETIC NAIL KIMBERLY S. HARGROVE Register of Deeds NUN------ NEWMAGNETIC NAIL TOWNSHIP ANDERSON CREEK COUNTY NARNETT 50' O 100' SURVEYED ECS------ EXISTING COTTON SPINDLE h SITE NCS -NEW COTTON SPINDLE Sq BY: EIP/EIS---(CONTROL CORNERS) e STATE: NORTH CAROLINA DATE: JULY 25,2007 DRAWN BY ECM/PKN/ECS (CONTROL CORNERS) SCALE : I" = 100 Assistant/Deputy t/DepUty Register of Deeds CB&D--CHORD BEARING AND DISTANCE SR 1125 D.E. DRAINAGE EASEMENT VICINITY MAP ZONE WATERSHED DISTRICT TAX PARCEL D9: 01053603 0028 DRAINAGE EASEMENTS ARE ALSO 10' EACH SIDE OF ALL NATURAL DRAIN NAYS. RA-20R N/A PIN # 0516-06-9365.000 CHECKED 8 CLOSURE BY: