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SIDBURY STATION_ FARMS FINAL PLATVICINITY MAP OT TO SCALE CERTIFICATE OF REVIEW OFFICER I, REVIEW OFFICER OF NEW HANOVER COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. REVIEW OFFICER DATE CERTIFICATE DISCLAIMING WATER/SEWER SUITABILITY NOTWITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS PLAT, LOTS SHOWN ON SAID PLAT MAY NOT RECEIVE HEALTH DEPARTMENT APPROVAL FOR ON SITE SEWAGE DISPOSAL SYSTEMS, NOR FOR INDIVIDUAL WATER SUPPLY SYSTEMS, NOR DOES SUCH APPROVAL GUARANTEE THE AVAILABILITY OF WATER OR SEWER SERVICES FROM THE CAPE FEAR PUBLIC UTILITY AUTHORITY. CERTIFICATE OF COUNTY ENGINEER WITH THIS RECORDATION NEW HANOVER COUNTY ACCEPTS THE DEDICATION FOR STORMWATER AND EASEMENTS. l COUNTY ENGINEER DATE 4. SYMBOL LEGEND: O REBAR TO BE SET (PROPERTY CORNER) EIR• EXISTING IRON ROD MNSA MAG NAIL TO BE SET EMN♦ EXISTING MAG NAIL MSSA MAG SPIKE TO BE SET X COMPUTED POINT LINETYPE LEGEND: NEW PROPERTY LINE — — — — — — EASEMENT LINE LINES NOT SURVEYED (ADJOINERS) EXISTING RIGHT-OF-WAY WETLAND LINE — CENTER LINE OF ROAD — — BUILDING SETBACK LINE — — — — — BUFFER LINE ABBREVIATIONS: S.F. SQUARE FEET R/W RIGHT-OF-WAY CAPE FEAR PUBLIC UTILITY AUTHORITY I, REVIEW OFFICER FOR THE CAPE FEAR PUBLIC UTILITY AUTHORITY, NEW HANOVER COUNTY, NORTH CAROLINA, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL AUTHORITY STANDARDS AND REQUIREMENTS FOR THE PUBLIC UTILITIES AS SET FORTH BY ORDINANCES. WITH THE RECORDATION OF THIS PLAT, THE CAPE FEAR PUBLIC UTILITY AUTHORITY ACCEPTS THE OWNER'S OFFER OF DEDICATION FOR THE PUBLIC WATER AND/OR SEWER PURPOSES ALL EASEMENTS, COMMON AREAS, AND/OR RIGHTS OF WAY SHOWN ON THE PLAT AS DEDICATED FOR PUBLIC UTILITY PURPOSES. APPROVAL OF THIS PLAT DOES NOT GUARANTEE THE AVAILABILITY OF WATER AND SEWER SERVICES FROM THE CAPE FEAR PUBLIC UTILITY AUTHORITY. CAPE FEAR PUBLIC UTILITY AUTHORITY BY: REVIEW OFFICER TITLE DATE CERTIFICATE OF APPROVAL - NEW HANOVER COUNTY PLANNING & LAND USE DATE ADMINISTRATOR CERTIFICATE OF REGISTRATION BY THE REGISTER OF DEEDS FILED FOR REGISTRATION ON THE DAY OF 2022 AT AND DULY RECORDED IN MAP BOOK AT PAGE �SR 1336 S\pS�RV ROP GE OPEN SP P f / 24 23) / 27 26 25 30 29 28 34 33 32 31 35 52 53 54 49 50 51 45 46 47 48 81 80 79 a 43 44 84 83 82 ROpO 8 r CERTIFICATE OF DISCLOSURE NEW HANOVER COUNTY FLOOD PLAIN MANAGEMENT I (WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT OR ANY CONVEYANCE WITH A PROSPECTIVE BUYER,I (WE) SHALL PREPARE AND SIGN, AND THE BUYER OF THE SUBJECT REAL ESTATE SHALL RECEIVE AND SIGN, A STATEMENT WHICH FULLY AND ACCURATELY DISCLOSES THAT THE SUBJECT REAL ESTATE, OR A PORTION OF THE SUBJECT REAL ESTATE, IS LOCATED WITHIN A FLOOD HAZARD AREA AND THAT THE BUYER MUST SATISFY THE REQUIREMENTS OF THE NEW HANOVER COUNTY FLOOD PLAIN MANAGEMENT REGULATIONS PRIOR TO THE ISSUANCE OF CONSTRUCTION PERMITS. SIGNATURE OF OWNERS DATE CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPMENTS 1 I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY SHALL BE RESPONSIBLE FOR MAINTENANCE OF ANY STREETS, PARKS, DRAINAGE, OPEN SPACE OR OTHER AREAS WHICH ARE DESIGNATED FOR PRIVATE USE. I (WE) ACKNOWLEDGE THAT PRIOR TO CONTRACTING WITH A PROSPECTIVE BUYER, I SHALL GIVE THE BUYER A WRITTEN STATEMENT WHICH DISCLOSES THE EXISTENCE AND LOCATION OF SUCH PRIVATE AREAS AND SPECIFIES THE MAINTENANCE RESPONSIBILITIES FOR SAME. WHEN APPLICABLE, THE STATEMENT SHALL DISCLOSE THAT THE STREET(S) WILL NOT BE CONSTRUCTED TO MINIMUM STANDARDS SUFFICIENT TO ALLOW THEIR INCLUSION ON THE STATE HIGHWAY SYSTEM FOR MAINTENANCE. DATE SIGNATURE OF OWNERS DEVELOPER S 0� (o T ,tit , •, • • •� ' 4 176\177\178179 174 175 \ 0 172 173 o a 171 \ m OPEN SPACE 80 z r r Cl \ POND 3 181 SIDBURY FARMS SUBDIVISION �_ �_ 182 PHASE 1B r r FUTURE DEVELOPMENT 183 i-rrrrr\ � Jrr rrrrrr '� err, GENERAL NOTES 1 1. THIS IS A MAJOR SUBDIVISION PLAT DEPICTING SIDBURY STATION SUBDIVISION, PHASE 1A. IT �r I \ CONSISTS OF 165 LOTS. I 2. BEARINGS ARE REFERENCED TO N.C. GRID NORTH NAD 83 (2011). W 3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. 4. UNITS ARE U.S. SURVEY FEET UNLESS OTHERWISE NOTED. I 5. AREA BY COORDINATE GEOMETRY. 6. THIS SURVEY PERFORMED AND PLAT PREPARED WITHOUT BENEFIT OF A TITLE REPORT. THIS SURVEY _ I_ SUBJECT TO ANY FACTS AND EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE OAD A TITLE SEARCH. 7. FLOOD NOTE: AS DETERMINED BY GRAPHIC PLOTTING, THE PLATTED AREA APPEARS TO BE LOCATED - IN FLOOD HAZARD ZONE "X" (MINIMAL FLOOD RISK) PER FEMA FLOOD INSURANCE RATE MAPS #3720324100 K, EFFECTIVE DATE AUGUST 28, 2018. / I 8. AFFECTED COUNTY PARCELS: #RO1900-002-004-000. 9. MAP & DEED REFERENCES SHOWN PER NEW HANOVER COUNTY REGISTRY. I 10. SITE IS CURRENTLY ZONED: "R-15" (RESIDENTIAL DISTRICT). _ - 11. TOTAL PLATTED SITE AREA: 2,220,493 SQUARE FEET OR 50.98 ACRES. . . . . . . . . - CERTIFICATE OF ACCURACY & MAPPING . . .� . . . . . . . . . I, THE UNDERSIGNED, CERTIFY THAT THIS SURVEY WAS DRAWN UNDER MY SUPERVISION w FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 6492, PAGE 2571, ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY N.C. DEPARTMENT OF TRANSPORTATION INDICATED AS DRAWN FROM INFORMATION AS SHOWN HEREON; THAT THE RATIO OF DEED BOOK 3099, PAGE 344 PRECISION, AS CALCULATED, IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL THIS 28th DAY OF FEBRUARY, A.D. 2022. G.S. 47-30 (f) (11) (a) I HEREBY CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE 200 AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. PRELIMINARY NOT FOR RECORDING OR CONVEYANCE MILES 0. McCALL III — PROFESSIONAL LAND SURVEYOR L-3518 0: 245 CERTIFICATE OF DISCLOSURE: PRIVATE ROADS I (WE) THE DEVELOPERS OF SIDBURY STATION SUBDIVISION LOCATED IN THE UNINCORPORATED AREA OF NEW HANOVER COUNTY UNDERSTAND THAT THE ROADS IN SAID SUBDIVISION ARE DESIGNATED PRIVATE. I UNDERSTAND THAT OWNERSHIP AND MAINTENANCE OF THE ROADS WILL BE THE RESPONSIBILITY OF THE DEVELOPER UNTIL SUCH TIME THAT THE DEVELOPER DESIGNATES THE RESPONSIBILITY TO THE PROPERTY OWNERSASSOCIATION. RESPONSIBILITIES MUST BE ACCEPTED BY THE HOMEOWNERS ASSOCIATION AS SPECIFIED IN THE HOMEOWNER COVENANTS FOR SAID SUBDIVISION. THE PRIVATE ROADS IN SAID SUBDIVISION ARE TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION 6.3.3.D OF THE NEW HANOVER UNIFIED DEVELOPMENT ORDINANCE AND ALL APPLICABLE COUNTY CODES WHICH INCLUDES THE DESIGN, INSTALLATION, INSPECTION, AND APPROVAL BY A LICENSED PROFESSIONAL ENGINEER (PE) RECOGNIZED IN THE STATE OF NORTH CAROLINA PRIOR TO FINAL PLAT APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION. IF ALL OR A PORTION OF THE ROAD INFRASTRUCTURE SYSTEM WITHIN THE SUBDIVISION IS BONDED THROUGH A SURETY, PERFORMANCE BOND, OR CASH ESCROW, NO BOND SHALL BE RELEASED UNTIL ALL ROAD CONSTRUCTION IMPROVEMENTS ARE COMPLETE AND CERTIFIED BY THE PROFESSIONAL ENGINEER. IT SHALL BE DISCLOSED TO THE PROSPECTIVE BUYER OF A LOT OR LOTS WITHIN THE SUBDIVISION THAT ROAD MAINTENANCE SHALL RUN THROUGH THE PROPERTY OWNERS ASSOCIATION IN PERPETUITY AFTER ACCEPTANCE FROM THE DEVELOPER UNTIL SUCH TIME THAT THE ROADS ARE RE -PLATTED AS PUBLICALLY DESIGNATED ROADS AND TAKEN OVER FOR MAINTENANCE THROUGH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) OR APPROPRIATE GOVERNING AUTHORITY. 1 DEVELOPER'S CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNER'S ASSOCIATION COVENANTS, CONDITIONS AND RESTRICTIONS BY REGISTER OF DEEDS NORTH CAROLINA NEW HANOVER COUNTY HOMEOWNER'S ASSOCIATION COVENANTS, CONDITIONS AND RESTRICTIONS FILED FOR REGISTRATION ON THE _ DAY OF AT —_ —(A.M. / P.M.) AND DULY RECORDED IN DEED BOOK _, AT PAGE REGISTER OF DEEDS O.J. 1 2 3 0 4 0 5 SIDBURY FARMS SUBDIVISION PHASE 1B FUTURE 257 246 DEVELOPMENT 258 241 242 `0 256 H239 247 AMENITY POND— 255 238 OPEN SPACE) 24$ 254 249 237 236 235 234 233 232 250 ROAD H 231 251 252 221 230 220 222 223 224 25 211 226 229 9 210 218 217 216 215 214 213 212 228 209 0 ROADI 227 208 195 194 196 197 198 199 200 201 202 203 207 204 3 206 92 OPEN SPACE`-'-'•'*; �/ 205 191 POND 4- GRAPHIC SCALE 100 200 400 ( IN FEET ) 1 inch = 200 ft. 800 253 CORBETT INDUSTRIES, INC. DEED BOOK 5578, PAGE 338 PRIVATE ROADS CERTIFICATION 1 (WE) HEREBY CERTIFY THAT ALL PRIVATE ROADS AS DEPICTED ON THE LANDING AT SIDBURY STATION, PHASE 1A HAVE BEEN DESIGNED, INSTALLED, INSPECTED, AND APPROVED IN ACCORDANCE WITH SECTION 6.3.3.D OF THE NEW HANOVER UNIFIED DEVELOPMENT ORDINANCE AND ALL APPLICABLE NEW HANOVER COUNTY CODES PRIOR TO FINAL PLAT APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION. BY CERTIFYING THE CONSTRUCTION OF THESE ROADS AS PRIVATE, THERE ARE NO GUARANTEES OR ASSURANCES OF ACCEPTANCE OF SAID ROADS BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. CERTIFIED PROFESSIONAL ENGINEER DATE D.R. HORTON, INC. I (WE), THE UNDERSIGNED, HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED HEREON, WHICH WAS CONVEYED TO ME US BY DEED RECORDED IN BOOK 6492, PAGE 2571, AND THAT I (WE) HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY (OUR) OWN FREE CONSENT, ESTABLISH THE MINIMUM BUILDING LINES, AND DEDICATED ALL STREETS, ALLEYS, WALKS, PARKS DRAINAGE -WAYS, AND OTHER OPEN SPACES TO PUBLIC OR PRIVATE USE AS NOTED. FURTHER, I (WE) CERTIFY THAT THE LAND AS SHOWN HEREON IS WITHIN THE SUBDIVISION REGULATION JURISDICTION OF NEW HANOVER COUNTY, NORTH CAROLINA. OWNER SIGNATURE DATE OWNER PRINTED NAME PREPARED FOR: D.R. HORTON 131 RACINE DR SUITE 201 WI LM I N GTON, NC 28403 SETBACKS REQUIRED PROPOSED PROPERTY PERIPHERY 20' 20' DETACHED SINGLE FAMILY 10' SEPERATION 10' SEPERATION DWELLING UNITS ATTACHED TOWNHOME 20' SEPERATION 20' SEPERATION UNITS U J J W ►II r V1 0 Tel LJ O 0 lf) 51 't > 00 L N 3 V) U � Z O O 0 cV C 0 N 0 +, 00 +w C: 0)0 I C zLLJ �3 U 00 00 N 04 00 00 x I 0 N mrn ON O Q Z J z o U w 0 Z > z �.r 0 W > p Q CO j z� W l/1 U 04\w z a p EL < 3 Q w z CY V1 0 LL Lu �-1+ CL a x MM (n i w�1 w a w w A a c.� Q 0- z 0 W > Q m DATE: SCALE: 2/10/22 1" = 200' DRAWN: CHECKED: EE13 ACS SHEET: 1 OF 5 FIELD BOOK# ACS PROJECT N0: 21-1047.5 © 2022 SIDBURY ROAD - S.R. 1336 100' PUBLIC R/W 20' BUFFER OPEN SPACE I z m D =n rn= rn rn r- rn 1z--1 "T' N 75'39'11" E 1,90 NEW 30' UTILITY EASEMENT _ - NEW 10'x15 CHARTER ESMT S 75'39'11" W 780.00' (TOTAL) 97,250± S.F. NEW 10' x 15 AT&T ESMT I 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' Z Z Z Z Z Z Z Z Z Z Z Z N I N Z LOT 35 N N LOT 34 N N LOT 33 N fV LOT 32 N fV LOT 31 N fV LOT 30 N fV LOT 29 N fV N LOT 28 f fV N LOT 27 f O N N LOT 26 f O N N LOT 25 f O fv N LOT 24 f O N LOT 23 N 1 � LOT 22 f N O LOT 21 f O O o� co 7,211± S.F. o O O o� 7,200± S.F. o O O o� � 7,200± S.F. o O O o' o 7,200± S.F. o O O o� 0 7,200± S.F. o O O o� � 7,200± S.F. O O O o� o 7,200± S.F. o O O ot o 7,200± S.F. o O o& � 7,200± S.F. o O op � 7,200± S.F. o O ot � 7,200± S.F. o O O� � 7,200± S.F. o Cl � 7,200± S.F. .. m .. O m �l7,200±S.F.o I 7,200± S.F q c NO z oo V I o0 6.81' 1 N C13 37.23' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60 0' 60.00' - 60.00' N U C12 S 1449" E °20' N 75'39'11" E 1,657.23' (TOTAL) N S 75'39'11" W 757.23' ROAD 25.00' (TIE) 50' PRIVATE R/W - 10'x70' SIGHT TRIANGLES CA S 75'39'11" W 720.23' (TOTAL) (TYPICAL) o" /C11 37.23' D 60.00' - 60.00'- 60.00' - - 60.00' 60.00' - 60.00_-60.00' - 60.00' - 60_00' - 60.00' - 60.00'= 23.00' 60.00'- 60.00' - NEW 10' PUBLIC S 59°20'49" E F23.OLO'�= S 30'39'll" W j N UTILITY EASEMENT 16.97' I 16.97' (TYPICAL) I 1 LOT 43 o LOT 44 c LOT 45 CD LOT 46 ( LOT 47 1 LOT 48 LOT 49 o LOT 50 o LOT 51 o LOT 52 o LOT 53 o LOT 54 o f LOT 55 o o N LOT 56 N 9,107± S.F. co 8,356± S.F. m 7,787± S.F. j m m o O 7,413± S.F. m 7,229± S.F. f 7,200± S.F. f 7,200± S.F. o j7,200± S.F. o o N7,200± S.F. o 6 6 N7,200± S.F. o j7,200± S.F. o j7,200± o S.F. o I Cn O I o 0 I 0 0 7,200± S.F. o N7,200± 0 S.F. g m O O �1� I V JCD W W rn fv C. C)� C,O N fJ � o o N m� N N mN CD 1,61' m "� "' m m CA 0 0 m C7 C6 60.00' S 75'39'11" W 360.00' (TOTAL) `�' COI `� Co !y y `� I -� `�' C8 S 75°39'11" W 60.00' N 60.00' 60.00' 60.00' N 60.00' N P.C9 60.00' D1 m m I ty d 1 60.00' N 60.00' (TOTAL) 61.61' (TOTAL) o 0 0 0 0 0 o N'' 0 o 0 C5 o o m p to o p m C ,o Z 0 C)I+ D I 0 O 0l I+ I D D D D D v v ;, _n D D I I N N N N N N N O O O O O O O o LOT 84 o LOT 83 o LOT 82 o LOT 81 o LOT 80 o N O LOT 79 0 N N O O o LOT 78 o N LOT 77 0 I7,200± S.F. 7,200± S.F. 7,200± S.F. 7,200± S.F. 7,200± S.F. 7,200± S.F. I I 7,200± S.F. 7,200± S.F. S 29'00'59" W I I S 57'42'38" E 24.76' 0 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' _ - 8.00' L 8.00' - _ 60.00 60.00' _ - � S 75'39'11" W 378.00' (TOTAL) - S 73'35'04" E �� - S 44'53'25" W o S 75'39'11" W _ _ _S 75'39'11 W_ ROAD B 48.88' (TIE) �� 48.88 (TIE) / 71.91' N 7410'25" W 348.09' 50' PRIVATE R/W CD �49.74' (TIE) S 75'39'11" W 612.02' (TOTAL) 11 52.00' 59.00' 59.00' 59.00' 59.00' 72.48' 60.00' 60.00' N I*39'11" 75*39'11" W o r WS u7 w w w w cn w32.33' z o% �6' 1 N SYMBOL LEGEND: O REBAR TO BE SET EIR• EXISTING IRON ROD MNSA MAC NAIL TO BE SET EMN♦ EXISTING MAG NAIL MSSA MAG SPIKE TO BE SET X COMPUTED POINT LINETYPE LEGEND: NEW PROPERTY LINE - - - - -EASEMENT LINE LINES NOT SURVEYED (ADJOINERS) EXISTING RIGHT-OF-WAY WETLAND LINE CENTER LINE OF ROAD - - BUILDING SETBACK LINE -BUFFER LINE ABBREVIATIONS: Sq. Ft. SQUARE FEET L R/W RIGHT-OF-WAY 0 I N 62'42'49" W o m Y N <0 co a 1 19.52' m d � I LOT 171 ' LOT 172 t' LOT 173 LOT 174 CoLOT 175 1 LOT 176 LOT 177 NOTE I I C)I m I 8,238± S.F. j 7,080± S.F. j 7,080± S.F. j 7,080± S.F. j 7,080± S.F. j 1 j 7,200± S.F. j 7,200± S.F. FOR CURVE TABLE SIDBURY FARMS SUBDIVISION C)N N N N N N N f PHASE 1B of o 0 0 0 0 t o o C SEE SHEET 5 1 I \ FUTURE DEVELOPMENT C) 50' o _ 3.00' I N 75'39'11" E I I 25.00' 25.00 70.00' 59.00' 59.00' 59.00' L 75'39'11" W 60.00' 60.00' S 75'39'11" W 300.00' (TOTAL) 56.00' I - - _ GRAPHIC SCALE I I 1 / /tK 60 0 30 60 120 NEW 10' PUBLIC/ - I UTILITY EASEMENT (TYPICAL) 1 1 NEW ( IN FEET ) I \ / 20' DRAINAGE & UTILITY 0 1 inch = 60 ft. EASEMENTS / z / 7,20 co OPEN SPACE 92,285± S.F. / oo cn cn rn AMENITY POND m 7 N 8356 04 LOT 18 7,200± s.l 12p00, W � LOT 183 7,200± S.F. 0 0 00, - , SHEET 2 � / �SHEET 2 � �2 w M SHEET 5 ��� `SHEET E5 E LOT 184 U J E a 0 U �r O > W 0L. 3 N In W U N z 0 O l^ N U C U �l1 O +� 00 o 0) r I C) C, (n v ELLJ 0 w .3 U 00 J 00u 0) u1 >t Lf) 04 00 N 00 000 It ON z ON ,_.J a O Q z J zQ 0 U o z > z r..r 0 Irr � k m 4D z zW ^ V1 U o: 04Lu Uz a 4 3 z z V1 0 LL Ce I.LI CL o_ D _ 00 .... w V1 W n Q U m F5 0. 0 Q) v Q J a_ z O W 0 m D V) i DATE: SCALE: 2/10/22 1- = 60' DRAWN: CHECKED: E1133 ACS SHEET- 2 oF 5 PREPARED FOR: MEW BOOK# D.R. HORTON 131 R A C I N E DR ACS PROJECT NO: SUITE WILMINGTON, NC1 28403 21-1047.5 ©2022 D rn rn 1r� SIDBURY ROAD - S.R. 1336 10'x7o' SIGHT TRIANGLES rvT(A 20' BUFFER I00' PUBLIC R/W (TYPICAL) 75'39'11" E 1,900.00' (TOTAL) 873.20' _ - _ 50.00' 50.00_ _ - _ 120.00' RxESMT OPEN SPACE I,jw oI OPEN SPACE o 15 AT&T ESMT N 75'39'll" E 720.00' TOTAL o o ( ) 97,250± S.F. o I I 8,370± S.F. 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' I o No Z � N 75°24'49" E 120.00' v, I o CD 0 o m o U) Cn w U) U) Co Co Cn Cn Cn � I V � LOT 1 ° S 75°39'11" W o 1 t o 0 • LOT 21 N fV LOT 20 N fV LOT 19 N fV LOT 18 N fV LOT 17 N fV LOT 16 N N LOT 15 N N LOT 14 N LOT 13 N N LOT 12 N N LOT 11 120.00' o m o I 7 230± S.F. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 0 0 0 0 0 0 C�l 7,200± S.F. o � 7,200± S.F. o 7,200± S.F. o 7,200± S.F. o 7,200± S.F. o � 7,200± S.F. o � 7,200± S.F. o � 7,200± S.F. o � 7,200± S.F. o � 7,200± S.F. o 7,200± S.F. No I o Cn m m m m m m m m m m o o LOT 10 Vo o N 75°39'll" E 120.00' 0 C 8,400±S.F. Io - J o I LOT 2 0 �/ rn rn 60.00 60.00' 60.00' 60.00' 60.00'J 60.00'L 60.00' 60.00' 60.00' 60.00 60.00' 120.00 S>>46, �1-3/1 c I 7,200± S.F. C LROAD C F� / o N 75°39'11" E 120.00' 50' PRIVATE R/W `D o 6" m S 75'39'11" W 863.00' (TOTAL) 1l�\F1 o LOT 3 0 0 r� 60.00' - 60.00' - 60.00' - 60.00'- _60.00' - 60.00' 60.00' - 60.00'-60.00' - 60.00' - 60.00' - - - 120.00' _ 55g `� 5 7,200± S.F. C m NEW 10' PUBLIC �� I o UTILITY EASEMENT o LOT 9 o c o N 75°39'11" E 120.00' o0 I• a (TYPICAL) o o r C 8,400± S.F. o LOT 56 N LOT 57 N LOT 58 N LOT 59 N LOT 60 N LOT 61 N LOT 62 N LOT 63 N LOT 64 N LOT 65 N LOT 66 o I Cn < °y o I LOT 4 0 0 0 0 0 0 0 0 0 0 o Y o 0 �,7,200± S.F. o �,7,200± S.F. o �,7,200± S.F. o �,7,200± S.F. o -7,200± S.F. o �7,200± S.F. o �,7,200± S.F. o �,7,200± S.F. o �,7,200± S.F. o �,7,200± S.F. o �?,200± S.F. o S 75°39'11" W 120.00' ml C7 o I 7,200± S.F. o y ? y ? y ? y N _ N _ _ _ _ y Cn O O O C O O O C O fV I to o C LOT 8 o m N 75°39'11" E 120.00' m m m m r'' r'' m m m m m 7,200± S.F. I o N o i 7539'11" W 720.00' (TOTAL) m so° o I LOT 5 0 ry 60.00' ry 60.00' ry 60.00' ry 60.00' 60.00' 60.00' n� 60.00' n� 60.00' n� 60.00' N 60.00' N 60.00' S 75°39'11" W 120.00' I'„ 7,200± S.F. ? N fV O I , 0 0 0 0 � � o 0 0 0 0 O O O O O O O O O O O O C'v0 o C 00 0o O o o C I D r o N 75*39*11" E 120.00' C) � LOT 7 C) CD D LOT 77 LOT 76 LOT 75 p LOT 74 p vLOT 73 p vLOT 72 p vLOT 71 p LOT 70 p LOT 69 p LOT 68 p LOT 67 6 0 12,822# s.F. o 0 0 0 0 0 0 0 0 0 0 I o I LOT 6 0 0 0 0 0 0 0 0 0 0 -o 0 7,200± S.F. 7,200± S.F. 7,200± S.F. 7,200± S.F. 7,200± S.F. 7,200± S.F. 7,200± S.F. 7,200± S.F. 7,200± S.F. 7,200± S.F. 7,200± S.F. I 100' I CrS o I LN7�5*39'1�1" 05 60.060.00 60 60.0099.29' E60.00' S 75'39'11" W 837.29' (TOTAL) 87.54S 77'26'36" E S 14'20'49" E ROAD B 55.25' (TIE) 27.51' 50' PRIVATE R/W S 75'39'11" W 600.73' C" N 75'39'11" E 190.00' N 15'45'06" E N 44°36'24" W 50.55' (TIE) 49.09' (TIE) S 75'39'11" W 488.1 9' (TOTAL) N 75'39'11" E 60.00'-60.00' - 71.55'-- _ J �/ \� L _ 103_27'- - 35.74'-60.00' - 60.00' - 60_00'- 60.00' _ - 109.29' _ _74.29' _ S 75*39'11" S 56'32'24" E N 2957'44" E NEW 10' PUBLIC 45.00' N N I 24,32' N Cn � � N UTILITY EASEMENT � 25 29 LOT 240 rn (TYPICAL) >> `� LOT 258 0 LOT 177 LOT 178 LOT 179 8,283± S.F. � LOT 241 � LOT 242 � LOT 243 � LOT 244 Z LOT 245 0 10,636± S.F. o CD 7,200± S.F. r^ 7,200± S.F. �' 9,770± S.F. I ; N 8339'11" E �' 7,200± S.F. �" 7,200± S.F. �" 7,200± S.F. 'r' 7,200± S.F. m 11,024± S.F. `n `�' N N U U 12D,pp' N N N N N '�� I fV _ptIm fV �I m I o 0 0 0 0 �� o C 0 0 o 0 0 0 0 ^�° �• � cn o 0 0 / / LOT 239 0 0 0 0 o c, �`� I� m w m N 75'39'11" E o0 LOT 246 N 75°39'11" E 250.00' (TOTAL) / Sp, / 7,528± S.F. � I� 120.00' � 60.00' 60.00' 70.00' c� 60.00' 60.00' 60.00' 60.00' 11 024± S.F. w w h S 885608., S 75.39" 1" W 240.00' (TOTAL) s 2s'js I L' I w o I LOT 257 o v v 120. pp, E s'9 `S9• o 0 00 7,200± S.F. o 550_ W a �sr o LOT 238 '� �Tol 9 S. S 75*39'11" W I r r I N 75'39'11" E OPEN SPACE i\I 120.00' lV 8 , 7,220_ S.F. co 14.34' 120.00' 3S6' /^ �' \ 44,608± S.F. 9.34' w cs o 'SH 83561 „ \ AMENITY POND _N 1420'49" w LOT 247 LOT 256 ca 20Op Ay��$� 12p660pp \i 14.34', n 7,634± S.F.�Co 0' \�� ��� 8,920± S.F. LOT 180 S 29.28'32" E\ SYMBOL LEGEND: O REBAR TO BESET EIR• EXISTING IRON ROD MNSA MAG NAIL TO BE SET EMNA EXISTING MAG NAIL MSSA MAG SPIKE TO BE SET X COMPUTED POINT LINETYPE LEGEND: NEW PROPERTY LINE - - - - -EASEMENT LINE -LINES NOT SURVEYED (ADJOINERS) - - EXISTING RIGHT-OF-WAY WETLAND LINE CENTER LINE OF ROAD - - BUILDING SETBACK LINE -BUFFER LINE ABBREVIATIONS: Sq. Ft. SQUARE FEET R/W RIGHT-OF-WAY , N SIDBURY FARMS SUBDIVISION PHASE 1 B FUTURE DEVELOPMENT N 7539'11" E 20.00' 1 Cl. 0 Cn � N jC75 S � o �m NOTE: FOR CURVE TABLE SEE SHEET 5 GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. U J E IL O U Lo 0 > w L 00 3 N � W U � Z O O N U 0 U N 00 o O 7� C: rn I C � 0 w 3 w "3 U 00 00u f) 0) N 00 "00 u ON Z m 0) ON ao LJ 1" 0) ¢ z J z¢ o U r�r O z ^r > z .� 0 N Q V1 'Q Cp j z� W l/1 U o: Lu 04uz F-a4 3 Q 2 w z V1 0 LL Q. m MM (4f) i .... � w n ¢ Q a_ z O W Q m D V) + 43.01' (TIE) N 38*56'17" W 0 60. pp, S 8 \� ���� 67.2 W 7,200_ S.F. kQ 3. S 4'38" 50' z'6 S 16.97' LOT 237 o ss �6„ \ oo' ti� ss sR• � o F 3 �20. 1 \ �5d ems. s,328± S.F. o o LOT 236 0 6� op' 3612' �To �N �' 1ti�1�LOT 255 o =D= '200 W / - } ,� ^o. o %� 0 7,200± S.F o' TAB) \ ) LOT 248 F o mnm 0 \ 44665� (T51E) W 080p� _ o "� LOT 235 ^ o �p43' \ 8,034± S.F. 9,098± S.F. �sr6, \ 7,200± S.F, o w \ <c, NEW 10' PUBLIC o• LOT 181 N 49'53'31" W N UTILITY EASEMENT ,Z + \ 44.65' (TIE) 415� o �, LOT 234 05 w °^�01. 7,200± S.F. 6' 5� TYPICAL o 9 N o o 7,200± S.F. 8569' S (TYPICAL) s 2� 610- W l co / \ p�1 ATFR � o S 83S616M60. p� 2 �o s� �o �,, nos\ G� s S c _ LOT 233 00 �w o N 51°03'44" E�00' v'�S 83SG16" 3�5.38, \6� _ 7,831± S.F. nLOT 249 \ LOT 254 �s °oo`�o Z LOT 182 / ��� /. " 16.97' S 8 \41\38, (/10 0p'� \ o `r 8,029± S.F. \ 11,421± S.F. / °0-��o9'oF DATE: SCALE: 7,200± S.F. o � LOT 221 0 �,\ 35616" f 6opo \ LOT 232 9�ti ?� c /Gso J 2AWN: 1 = so -� S 7,128± S.F. o 6 3�S 11,114± S.F. �� L Op ?B N 66'36'22" E DRAWN: CHECKED: S61S„ �Q / 83561 00• �p0, 38' (T 4S\ _ �'6 S 1l°• \ 24.31' �j / E63 ACS 12 p pp W / ho o/ '2p S„ F o OTq�) \ 82 ��O°S� O SHEET: 3 0 00' o• 6 CS2 5� O5 S/ O� OT 183 0 o00, ��LOT 250 �, LOT 220 OF 5 + �� o�000 �' / v \ CSO� 8,024±S.F. ��� \� S) • �.i/I / S 10'08'57" E 3 7,200_ S.F. 4, o �o 7 200± S.F. ti� 3 60 0 o `v c� o LOT 222 °o' �� LOT 231 �'� O` O C SS. I 47.46' (TIE) PREPARED FOR: RELD BOOK oo,� � o h \ > S O 2 �7 3°s61S" /� s 8356' o 7 200± s.F. LOT 223 0� 9,s14± s.F. S� ,ti° °sS' 8'e�.'"F I D.R. H O R TO N iy / 1Sh o o p o. 3 �S719, 2p 00' o0 120, pp, f �, SHEET 3 7,200± S.F. o LOT 251 y, ��' SHEET 3 131 RACI N E DR ACS PROJECT NO: o �' MATCHLINE-h , Co o c . E c . �vIATCHLINE SUITE 201 c 8j SHEET 4 %� o 0 o C51 J7�� N5�2 50 `�0 8,020±S.F'��0°0o S 28'26'57" E % N 48.18'23" E SHEET 4 11VILMINGTON, NC 28403 21-1047.5 LOT 219 23 a mom,\ `� ,2 ti� �° 24.31' 47.46' (TIE) ©2022 ± S.F. 0 7,200± S.F. 6 0 �� o/o / L v 3 \ cS\ 8,024±S.F. i� o N 7,200± S.F. ti� 3 \ 6p c' o � IQo LOT 222 \°p' \°� o \ LOT 231 LOT 223 ° N 83561s„ 7,200± S.F. o o \S11 9,814± S.F. 5 o C o o/ 12p 0 00, F Co SHEET 3 -it 7,200± S.F. o a- LO 0• MATCHLINE-h a LOT 219 3 238j, SHEET 4 0 o a ry c51 \ �� N 5q2� 5a � 8,02 o � / 7,200± S.F. '1 o 0 6 00, so. p , ^ LOT 224 o c� 8356, » o 0 7,200± S.F. LOT 230 9 �/ '�Opo S Fco 0 60.00, 600 ' S 83°S LOT 225 3 N 38*56'17" W o s js» JF, 12,392± S.F. c / 16.97' LOT 218 LOT 217 0 60 soo 3jo.00, 7,1ss±S.F. LOT 226 g° + "�" 7,200± S.F. 0 0D (TpTgl) co 9,906± S.F. I \ 7,128_ S.F. o � .`� N 75°13'38" E d. o d LOT 216 0 60. 600 ' NEW 10' PUBLIC 1p80 �.38' o .� o Op' 7,200± S.F. UTILITY EASEMENT I 141.92' \\ An A = o � LOT 215 0 6000, 1p (TYPICAL) I � � 90' 71 / \ Ir�\ \ o h 7,200± S.F. N 619' 5.00' d I NE �m� soo = ^� LOT 214 ^ o / LOT 229 ° \ \ � 0 000, / 10,610± S.F. '�� UTILI 7,200± S.F. o 6000� = o LOT 213 a N 51°03'44" E \0 so,A `9D S 83• �o s / o s 0 14.14' \ \ RIV \ Ss js» F 6 2 `� 7,200± S.F. LOT 212 `- v 835 �' o Q /`0 v R W S 83. 616 4j .38 (Tp 0 \ 4" 8,328± S.F. o o o/ 1�008, F LOT 21 / LOT 195 s ' ~� \so00' \ Tq\ o o/ / LOT 238 7,200t s.i 8,350± S.F. � o o° \ SS�38' 6000\ _ � 3 � �• ^� / s o 0 12.38' \ coAl 835616" `� ^ o \°0' \NEW 10' PUBLIC 6 \ ° S 51'03'44" W / 7,200± S.F. o 8356 �6» 12p .00 f o \ OOp' \= 16.97' s S o 2 ^ LOT 196 N UTILITY EASEMENT / o e 8356, o ' 00, ___60 1 LOT 194 ^ o \60.op. (TYPICAL) \ o o o/ I 16» f 7,200± S.F. o \ s 10,-sa.po� _ o/ 00, LOT 209 7,200t S.F. o , o � LOT 197 oo \ \00 835616„ f \ S10NT Co 1 `�' co �/ N 38'56'16" W 7,200± S.F. s 835 0 0 0 7,200± S.F \ �6438 (rYp�oZFs 16.97' LOT 227 835 1?o s'S» F o LOT 198 o \so oo, (TOTAL) s 2� 4z� 8,328± S.F. 12p 6'6» w °0 a 7,200± S.F ry \ \ 44 s �2" F to LOT 208 °o LOT 193 1.25' coop' LOT 199 ^ o �o(riF) 8op� \ 8,128± S.F. Co a 7,200± S.F N \ S 83. \ 8,247± S.F. 60 "� S61 » \ S 52°41'56" W / op' o � LOT 200 0 \ so p0, � s F \ s c� o e o \ s 21p \ 24.76' a 83 d 7,200± S.F o \ 83 00' 10 \ �3,s16„F coop' 0 3 LOT 201 ^ o �000, 5616\F (rpTq�� 38 Co a 7,200± S.F N \ 2g < s y LOT 192 so op' .3 LOT 202 ^ o \ s�oo' s �4 sl» F J 7,445± S.F. iV 8 , v 7,200± S.F \ H\ 0 3S6',6» 60.00, s� LOT 203 ^ o \ 49. 431s f \\ S 8356'16» �^, W Sop 00, co 7,200± S.F �o o \'0�0'\� \ (AFC 12p f (roT coop' 0 3 LOT 204 ^ o _ - 8? OPEN SPACE _ _ _A�� ' ` � 7,200± S.F LOT 207 T� - - ' 60p0' .� I y l 191 251,483_+ S.F. 8,247± S.F. +_ S.F. ° S 40°34'28" E / 60, p0, \ iV 8356, » 24.76' 48'41" W Cl) o. 20.00, 20.32' 25' WETLAND BUFFER / 0 o h LOT 206 10.00' 7,200± S.F. W \/ p0, w N o 80' ,� � � � WETLANDS � � � � � / / _ ^� �• LOT 205 / \ / 7,200± S.F. V, \8\2 S»F \ �- �� /r /\/ N 83Ss16» /`o `� `oo \ \\ V, �` �230\ \ �\ 120, p0. w co v � v, v / �- - - - - - - - - - ---- H s �i POND 4 NEW 10' PUBLIC 08'ls» �iV V A �Fg ��� �� UTILITY EASEMENT 8 -, W 1 Opt \ \ FTgTF (TYPICAL) a < �o SSAj» �g3, 251 �0' It S.F. S 28'26'5"' E / -2R ' 24.31' / LOT 252 9,244t S.F. � N / >¢2j ZQ» 211 'o�" ip d- t S.F. 10' PUBLIC I o EASEMENT oo (TYPICAL) d- co o% 83S6'1 o / o to 0 oo. o / .� / Sp' �e 0 S 40'34'28" E / 24.76' 010.91, ` 1S» �, A \ �O�F� � / / S 40'34'28" E Apk 24.76' 20' BUFFER \ \ \ \ `S- 841 �ACo 0 83. o \ \ \ \ �''68' �� - \� \ l^ 43.00, N \ \ / Z H \ N \ \ Fw 8p ORAGVAc f \ \ \ �� / l N c f ASFMFNT cn cn r=n8r=n 34699 \ S 51'03'44" W \ / 25.46' Lrl Ph rn AT \ 16.80' N.C. DEPARTMENT OF TRANSPORTATION �3 0 DEED BOOK 3099, PAGE 344 N 83. 4 Co S6 PROJECT BUILDING SETBACKS SETBACKS REQUIRED PROPOSED I PROPERTY PERIPHERY 20' 20' DETACHED SINGLE FAMILY 10' SEPERATION 10' SEPERATION I DWELLING UNITS ATTACHED TOWNHOME 20' SEPERATION 20' SEPERATION I UNITS I 40' i�(`Snn• 16 4 .00, N o 00 0 N `- :; S 51'03'44" W 25.46' CORBETT INDUSTRIES, INC. \ DEED BOOK 5578, PAGE 338 S 10*08'57" E 47.46' (TIE) I SHEET 3 ,_, �_MATCHLINE N 48.18'23" E SHEET 4 47.46' (TIE) LOT 253 7,200± S.F. oo �. N SYMBOL LEGEND: O REBAR TO BESET EIR• EXISTING IRON ROD MNSA MAG NAIL TO BE SET EMNA EXISTING MAG NAIL MSSA MAG SPIKE TO BE SET X COMPUTED POINT LINETYPE LEGEND: NEW PROPERTY LINE - - - - -EASEMENT LINE -LINES NOT SURVEYED (ADJOINERS) - - EXISTING RIGHT-OF-WAY WETLAND LINE CENTER LINE OF ROAD - - BUILDING SETBACK LINE -BUFFER LINE ABBREVIATIONS: Sq. Ft. SQUARE FEET L R/W RIGHT-OF-WAY NOTE: FOR CURVE TABLE SEE SHEET 5 GRAPHIC SCALE 60 120 ( IN FEET ) 1 inch = 60 ft. U J E 0L O U 0 W L 00 3 N � z° O N U 0 U N 0 O 7� C: L 1►►"nn I C 0 Ld w 3 U 00 Cq "00 00 u ON Z m 0) ON J ao �" rn a z J za 0 U .-• o z r..r > z l/1 Vl < Cp z zvi W l/1 U o: 04LIJ u z .... ¢ a. 4 3 Q w z CC V1 0 LL Q. m MM (4f) i .... w w a ¢ U Q J a_ z 0 W Q m D V) DATE: SCALE: 2/10/22 1 " = 60' DRAWN: CHECKED: EB3 ACS SHEET- 4 5 OF PREPARED FOR: REM BOOK# D.R. HORTON 131 R A C I N E DR ACS PROJECT NO: SUIT 21-1047.5 WILMINGTONE NC1 28403 ©2022 SHEET 2 \ MASHEETNS / / I / SIDDI IDV CAMAC Cl IDfll\/IC10KI PROJECT BUILDING SETBACKS \ SETBACKS REQUIRED PROPOSED PROPERTY PERIPHERY 20' 20' DETACHED SINGLE FAMILY 10' SEPERATION 10' SEPERATION DWELLING UNITS ATTACHED TOWNHOME 20' SEPERATION 20' SEPERATION UNITS CURVE TABLE CURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH DELTA ANGLE Cl 100.00' 18.03' N 70'29'18" E 18.00' 10'19'46" C2 150.00' 24.72' S 70'55'52" W 24.70' 926'38" C3 470.00' 11.46' N 36'15'56" E 11.46' 1'23'49" C4 420.00' 226.52' S 21'30'47" W 223.79' 30'54'06" C5 1,145.00' 301.88' S 68'06'00" W 301.00' 15'06'21" C6 1,145.00' 58.42' S 74*11'29" W 58.41' 255'23" C7 1,145.00' 60.19' S 71'13'26" W 60.18' 3'00'42" C8 1,145.00' 60.52' S 68'12'14" W 60.51' 3'01'42" C9 1,145.00' 61.03' S 65'09'46" W 61.02' 3'03'14" C10 1,145.00' 61.73' S 62'05'29" W 61.72' 3'05'20" C11 125.00' 22.90' N 70'24'21" E 22.86' 10'29'40" C12 150.00' 22.86' S 71'17'16" W 22.83' 843'49" C13 175.00' 22.83' S 71'54'55" W 22.82' 7'28'31" C14 75.00' 27.03' S 52*12'43" E 26.88' 20'38'59" C15 18.00' 19.62' S 73'07'01" E 18.67' 6227'37" C16 75.00' 66.83' S 30'39'11" W 64.64' 51'03'27" C17 75.00' 33.42' N 72'O6'41" W 33.14' 25'31'44" C18 75.00' 33.42' N 46'34'58" W 33.14' 25'31'44" C19 75.00' 37.59' N 19'29'00" E 37.20' 28'43'06" C20 275.00' 40.65' S 18'34'55" E 40.62' 8'28'12" C21 225.00' 95.94' S 26'33'47" E 95.22' 24'25'55" C22 275.00' 54.95' S 28'32'28" E 54.86' 11'26'53" C23 275.00' 54.91' S 39'59'06" E 54.81' 11'26'22" C24 250.00' 246.85' S 42'38'03" E 236.95' 56'34'28" C25 225.00' 90.44' S 50'17'41" E 89.84' 23'01'53" C26 275.00' 54.87' S 51'25'14" E 54.78' 11'25'54" C27 275.00' 54.84' S 62'50'56" E 54.74' 11'25'30" C28 225.00' 35.78' S 66'21'57" E 35.74' 9'06'40" C29 275.00' 11.33' S 69'44'29" E 11.33' 2'21'37" C30 445.00' 138.91' N 28'01'17" E 138.35' 17'53'07" C31 470.00' 93.79' N 29'51'01" E 93.63' 11'25'59" C32 395.00' 57.92' S 18'32'51" E 57.86' 8'24'03" C33 395.00' 69.08' S 2745'29" E 68.99' 10'01'13" C34 395.00' 9.87' S 33'29'01" E 9.87' 1'25'53" C35 395.00' 21.01' S 3543'22" E 21.00' 3'02'49" C36 395.00' 57.90' S 41'26'44" E 57.85' 8'23'55" C37 395.00' 47.48' S 49'05'18" E 47.45' 6'53'14'$ C38 395.00' 31.39' S 5448'30" E 31.38' 4'33'10" C39 395.00' 49.46' S 60'40'19" E 49.43' 7'10'27" C40 395.00' 29.38' S 66'23'23" E 29.37' 4'15'40" 8356'1S" �o 12 p W SHEET 2 pp, 0. SHEET L5E LOT 184 7,200± S.F. o 7,200± N 84. /�� � S46 3300 00 12 p 61g E q,/ 0 . 212 02' co / C ;' N 38'56'17" W p LOT 185 coa 16 97 LOT 211 7,200± S.F. 4, \ 7,128± S.F. N8• o � 0 ��5",�.38 o 3 \ xnx LOT 186 �/ \\ --1 7,200± S.F. / :IV o cnrn-P 0 83S o• a s 1Sb � / ��o. o 00, W l Sp' o/ N 51'03'44" E 0. _ LOT 187 / 14.14' \ \ o '7 LOT 195 7,200± S.F. 0� N 8 00 3 8,350± S.F. o0 1.25' 5615„ W �� ^� / S 8356,'6 ^o. G 000' LOT 188 pp, LOT 194 8,128± S.F. o 7,200± S.F. a a o 0 0 13j 16"W h 2 S835 , C0CIO o 0 Q. 38' / 61S" co LOT 189 4 w l '2.00, E CIO� c68 7,445± S.F. LOT 193 1.25' sic 8,128±S.F. Ll S 83s6''6„ CD LOT 190 �� 3j38, E w 10,789± S.F. �o 1 LOT 192 Sf>ggCk NEW 10' PUBLIC �0� / 7,445± S.F. \ 18S UTILITY EASEMENT \12�02 N 824 3 (TYPICAL) \ S 56,6E \ 82, \ ��O 1�� \C6= - / 0 b OPEN SPACES \ � 6 z LOT 191 N \ \ \251,483± S.F. \ \ \ �p��f�ETA o 0 10,589± S.F. 3y8s \ \ 8 D w _ 2 20' BUFFER N 75'48'41" W v^ \ \ N S84. � 8424 o3ry 20.32' \ \ \ NEW60, 84 a8 \ 8. 60, W / \ � \ 60 \ \ \ \ AcR EASEMENT S 70'09 00" W \ \\ 27.80' /\ H84082 N.C. DEPARTMENT OF TRANSPORTATION \ / DEED BOOK 3099, PAGE 344 35�39' CURVE TABLE CURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH DELTA ANGLE C41 395.00' 16.55' S 69'43'15" E 16.55' 2'24'04" C42 470.00' 65.31' S 10'02'34" W 65.25' 7'57'40" C43 445.00' 101.09' S 12*34'13" W 100.88' 13'00'59" C44 165.00' 5.00' S 05*11'38" W 5.00' 1'44'11" C45 165.00' 60.00' S 06'05'30" E 59.67' 20'50'05" C46 165.00' 60.00' S 26'55'36" E 59.67' 20'50'05" C47 115.00' 171.82' S 3644'26" E 156.28' 8536'20" C48 140.00' 219.91' S 38'56'16" E 197.99' 90100'00" C49 165.00' 60.00' S 47'45'41" E 59.67' 20'50'05" C50 165.00' 60.00' S 68'35'45" E 59.67' 20'50'03" C51 115.00' 8.82' S 81'44'26" E 8.82' 4'23'40" C52 165.00' 14.18' S 81'28'31" E 14.18' 4'55'30" C53 375.00' 14.08' S 04*59'13" W 14.08' 2'09'03" C54 425.00' 37.07' S 03'33'48" W 37.06' 4'59'52" C55 425.00' 54.98' S 02'38'28" E 54.94' 7'24'41" C56 400.00' 142.48' S 04'08'33" E 141.73' 20'24'33" C57 375.00' 103.27' S 03'58'41" E 102.95' 15'46'44" C58 425.00' 44.45' S 09'20'34" E 44.42' 5'59'31" C59 545.00' 78.61' S 10*28'44" E 78.54' 8'1551" C60 545.00' 70.50' S 02'38'28" E 70.45' 7'24'41" C61 545.00" 47.54' S 03'33'48" W 47.52' 4'59'52" C62 60.00' 12.98' S 53'06'55" E 12.96' 12'23'46" C63 60.00' 67.66' S 14'36'46" E 64.13' 64'36'32" C64 60.00' 48.48' S 40'50'29" W 47.18' 46'17'59" C65 60.00' 67.17' N 83*56'16" W 63.72' 64'08'31" C66 60.00' 48.48' N 28'43'01" W 47.18' 46'17'59" C67 60.00' 67.66' N 26'44'14" E 64.13' 64'36'32" C68 60.00' 12.98' N 65'14'23" E 12.96' 12'23'46" C69 180.00' 65.66' S 19'49'24" E 65.30' 20'54'05" C70 180.00' 60.59' S 00*16'16" W 60.31' 19'17'15" C71 180.00' 85.73' S 23'33'31" W 84.92' 27*17'15" C72 180.00' 95.32' N 12'57'38" W 94.21' 30'20'23" C73 180.00' 60.59' N 11'51'11" E 60.31' 1917'15" C74 180.00' 65.66' N 31'56'51" E 65.30' 20'54'05" C75 125.00' 21.38' N 70'45'14" E 21.35' 9'47'53" H83 101 , 8p -, 0.91, cn cn D m=m cn241 m N SYMBOL LEGEND: O REBAR TO BE SET EIR• EXISTING IRON ROD MNSA MAG NAIL TO BE SET EMNA EXISTING MAG NAIL MSSA MAG SPIKE TO BE SET X COMPUTED POINT LINETYPE LEGEND: NEW PROPERTY LINE - - - - -EASEMENT LINE LINES NOT SURVEYED (ADJOINERS) EXISTING RIGHT-OF-WAY WETLAND LINE CENTER LINE OF ROAD - - BUILDING SETBACK LINE -BUFFER LINE ABBREVIATIONS: Sq. Ft. SQUARE FEET R/W RIGHT-OF-WAY GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. o IL U Lo 0 > L 00 3 N � Z O O N U 0 U N 00 O 7� Cr L c 0 LLJ w 3 U 00 Cq00 "00 u ON z m 0) ON J ao �" rn z J z¢ 0 U .-.. p z r..r > z 0A 4m zWVi 0 Lu o: 04u z p z EL < 3 Q w z CC �n 0 LL Lu OC CL a_ x MM (4f) i ..r w w w a U Q z 0 W 0 m D V) DATE: SCALE: 2/10/22 1 " = 60' DRAWN: CHECKED: EB3 ACS SHEET: 5 OF 5 PREPARED FOR: REM BOOK# D.R. HORTON 131 R A C I N E DR ACS PROJECT NO. SUITE WILMINGTON, NC1 28403 21-1047. 5 ©sozz