The URL can be used to link to this page

Bermuda Run West_Subdivision Subdivision Addressing Package Bermuda Run West NVI 1836 AV U Davie County Department of Development Services 172 Clement Street Mocksville, NC 27028 Phone: (336) 753-6050 - Fax: (336) 751-7689 DAVIE COUNTY E911 Planning&Zoning:172 Clement Street Mocksville,NC 27028;336-753-6050 THE FOLLOWING LIST OF STREET ADDRESSES IS PROVIDED FOR THE CONVENIENCE OF REAL ESTATE AGENCIES,BUILDERS,BUSINESSES,UTILITIES,ETC SOLELY FOR THE PURPOSE OF RECORD KEEPING AND MAINTENANCE.UNDER NO CIRCUMSTANCE SHOULD ANY RESIDENT OR PROPERTY OWNER BE ASSIGNED A STREET ADDRESS WITHOUT WRITTEN NOTIFICATION FROM THE DAVIE COUNTY PLANNING OFFICE.ONLY BY FOLLOWING THIS PROCEDURE,CAN WE ENSURE THAT ALL DAVIE COUNTY RESIDENTS ARE PROPERLY REGISTERED WITH THE ENHANCED 911 SYSTEM.THANK YOU FOR YOUR COOPERATION- Bermuda Run West CEDAR TRACE Subdiv Lot# Address Number Road Name Parcel No. Subdiv Lot# Address Number Road Name Parcel No. 1 155 Cedar Ln E9150BO001 16 155 Orchard Park Or E9150BO016 2 149 Cedar Ln E9150B0002 17 149 Orchard Park Or E9150B0017 3 145 Cedar Ln E9150BO003 18 145 Orchard Park Or E9150BO018 4 139 Cedar Ln E9150B0004 19 141 Orchard Park Or E9150130019 5 133 Cedar Ln E9150BO005 20 159 Cedar Ln E9150SO020 6 127 Cedar Ln E9150B0006 21 126 Orchard Park Or E9150B0021 7 121 Cedar Ln E9150B0007 22 134 Orchard Park Or E9150BO022 8 115 Cedar Ln E9150B0008 23 142 Orchard Park Or E9150B0023 9 109 Cedar Ln E9150BO009 24 150 Orchard Park Or E9150BO024 10 103 Cedar Ln E9150B0010 25 156 Orchard Park Or E9150B0025 11 184 Orchard Park Or E9150BO0l l 26 164 Orchard Park Or E9150BO026 12 183 Orchard Park Or E9150B0012 27 128 Cedar Ln E9150B0027 13 175 Orchard Park Or E9150BO013 28 136 Cedar Ln E9150BO028 14 169 Orchard Park Or E9150BO014 29 142 Cedar Ln E9150B0029 15 161 Orchard Park Or E9150BO015 30 157 Cedar Ln E9150BO030 31 192 Orchard Park Or E9150B0031 Sycamore Glen Subdiv Lot# AddressNumberl Road Name Parcel No. Subdiv Lot# Address Number Road Name Parcel No. 32 Combined into Lot 31 60 252 Sycamore Ridge Dr E9150B0060 33 110 Sycamore Ride Or E9150B0033 61 258 Sycamore Ridge Or E9150SO061 34 116 Sycamore Ridge Dr E9150B0034 62 264 Sycamore Ridge Dr E9150BOO62 35 122 Sycamore Ridge Or E9150B0035 63 222 Orchard Park Or E9150BO063 36 128 Sycamore Rid a Or E9150B0036 64 218 Orchard Park Or E9150B0064 37 134 Sycamore Ridge Or E9150BO037 65 212 Orchard Park Or E9150BO065 38 140 Sycamore Ridge Dr E9150B0038 66 206 Orchard Park Or E9150B0066 39 146 Sycamore Ridge Or E9150B0039 67 103 Sycamore Park Ln E9150BO067 40 152 Sycamore Ridge Dr E9150B0040 68 109 Sycamore Park Ln E9150B0068 41 158 Sycamore Ridge Or E9150BO041 69 115 Sycamore Park Ln E9150BO069 42 164 Sycamore Ridge Or E9150B0042 70 125 Sycamore Park Ln E9150B0070 43 166 Sycamore Ridge Or E9150BO043 71 124 Sycamore Park Ln E9150BO071 44 168 Sycamore Rid a Or E9150B0044 72 118 Sycamore Park Ln E9150B0072 45 172 Sycamore Ridge Or E9150BO045 73 114 Sycamore Park Ln E9150BO073 46 178 Sycamore Ridge Dr E9150B0046 74 110 Sycamore Park Ln E9150B0074 47 184 Sycamore Ridge Or E9150BO047 75 104 Sycamore Park Ln E9150BO075 48 190 Sycamore Ridge Dr E9150BOO48 76 105 1 Sycamore Commons Ln E9150B0076 49 196 Sycamore Ridge Or E9150BO049 77 113 1 Sycamore Commons Ln E9150BO077 50 202 Sycamore Ridge Dr E9150BOO50 78 119 Sycamore Commons Ln E9150B0078 51 208 Sycamore Ridge Or E9150B0051 79 125 Sycamore Commons Ln E9150BO079 52 210 Sycamore Ridge Or E9150BOO52 80 133 Sycamore Commons Ln E9150B0080 53 216 Sycamore Ridge Or E9150BO053 151 167 Sycamore Ridge Or E9150B0151 54 222 Sycamore Ridge Or E9150BOO54 152 106 Sycamore Commons Ln E9150B0152 55 211 Sycamore Ridge Or E9150B0055 153 103 Links Course Ln E9150B0153 56 228 Sycamore Ridge Dr E9150B0056 154 109 Links Course Ln E9150B0154 57 234 Sycamore Ridge Or E9150BO057 155 104 Links Course Ln E9150B0155 58240 S camore Rid a Or E915080058 156 110 Links Course Ln E9150B0156 59 246 S camore Rid a Or E915080059 Chestnut Ridge Subdiv Lot# Address Number Road Name Parcel No. Subdiv Lot# Address Number Road Name Parcel No. 81 229 Orchard Park Or E9150BO081 116 391 Orchard Park Or E9150B0116 82 235 Orchard Park Or E9150B0082 117 397 Orchard Park Or E915080117 83 230 Orchard Park Or E9150BO083 118 403 Orchard Park Or E9150B0118 84 241 Orchard Park Or E9150B0084 119 409 Orchard Park Or E9150B0119 85 242 Orchard Park Or E915060085 120 411 Orchard Park Or E9150B0120 86 247 Orchard Park Or E9150B0086 121 413 Orchard Park Or E9150B0121 87 248 Orchard Park Or E9150BO087 122 415 Orchard Park Or E9150B0122 88 253 Orchard Park Or E9150B0088 123 421 Orchard Park Or E9150B0123 89 259 Orchard Park Or E9150BO089 124 427 Orchard Park Or E9150B0124 90 265 Orchard Park Or E9150B0090 125 433 Orchard Park Or E9150B0125 91 271 Orchard Park Or E9150BO091 126 438 Orchard Park Or E9150B0126 92 277 Orchard Park Or E9150B0092 127 432 Orchard Park Or E9150B0127 93 283 Orchard Park Or E9150BO093 128 426 Orchard Park Or E9150B0128 94 287 Orchard Park Or E9150B0094 129 420 Orchard Park Or E9150B0129 95 293 Orchard Park Or E9150BO095 130 128 Knicker Ln E9150B0130 96 297 Orchard Park Or E9150B0096 131 122 Knicker Ln E9150B0131 97 301 Orchard Park Or E9150BO097 132 116 Knicker Ln E9150B0132 98 305 Orchard Park Or E9150B0098 133 108 Knicker Ln E9150B0133 99 311 Orchard Park Or E9150BO099 134 103 Knicker Ln E9150B0134 100 317 Orchard Park Or E9150B0100 135 109 Knicker Ln E9150B0135 101 323 Orchard Park Or E9150B0101 136 115 Knicker Ln E9150B0136 102 327 Orchard Park Or E9150B0102 137 119 Knicker Ln E9150B0137 103 331 Orchard Park Or E9150B0103 138 125 Knicker Ln E9150B0138 104 337 Orchard Park Or E9150B0104 139 126 Dogleg Ln E9150B0139 105 343 Orchard Park Or E9150B0105 140 120 Dogleg Ln E9150B0140 106 345 Orchard Park Or E9150B0106 141 116 Dogleg Ln E9150B0141 107 347 Orchard Park Or E9150B0107 142 110 Dogleg Ln E9150B0142 108 349 Orchard Park Or E9150B0108 143 104 Dogleg Ln E9150B0143 109 351 Orchard Park Or E9150B0109 144 109 Dogleg Ln E9150B0144 110 355 Orchard Park Or E9150B0110 145 117 Dogleg Ln E9150B0145 111 361 Orchard Park Or E9150B0111 146 121 Dogleg Ln E9150B0146 112 367 Orchard Park Or E9150B0112 147 125 Dogleg Ln E9150B0147 113 373 Orchard Park Or E9150B0113 148 346 Orchard Park Or E9150B0148 114 379 Orchard Park Dr E9150B0114 149 340 Orchard Park Or E9150B0149 115 385 Orchard Park Dr E915060115 150 328 Orchard Park Or E915080150 2/20/2008 l� P Gr 3g CERTIFICATE OF APPROVAL BY PLANNING BOARD TO STATESV I LLE To WINSTON-SALEM FILED FOR REGISTRATION AT O' CLOCK E IP Oma_ -__g 860 34, 27"E `-/ THE DAVIE COUNTY PLANNING BOARD HEREBY APPROVES THE RECORD PLAT FOR 1-40 AND RECORDED IN PLAT BOOK __L-PAGE 3 2r451.2 QIP HENRY L. SHORE, REGISTER OF DEEDS. u� Kr�� ( �T r tIMAwK9Rr C�� NC 158 7- 10 -48 / 13 - 19 9 Ir _ DATE CHA I AN, DAVIE COUN PLANNING BOARD O DATE � � � 0 f{Ctvr �.• Shpre. �d�id�cLQr 2� SITE o BY {toJ 3400.01-Y 2h�� \�\�p I 11 I 10 .-.N- /g60 i�L - ASSISTANT � GG'G I WFBRCC, LLC "coNTROL 10' UTILITY EASEMENT ��e�o\Q I CEDAR TRACE DB 201 PG 370 CORNER TOTAL 160.00 .E IP v co I ( SECTION I ) oIn VICINITY MAP NTS 30 E N�54, 09"E N-84°�O"E, CONTROL 00 - I o a 7To37� �� 80.00 I CORNER' 80.00' 150.2�Nf 60.04' n I - S 89042' 22" E__ _2_78.98' TOTAL N 890 22' 06"E S 86°28_19'E S 86° 13' I6"E N 88°37' 16"E N g 1° 1 1 I--/g0 60 N O N 1 N / _ w o CALLS ALONG CSL OF STREETS o m 0 ------ �, -_-- _---� 75. 14 - � ? N - � rn � � o LOT tt AREA ( S0. FT. ) 1 52.39' 96.59' 80.O 1' 80. 13, 8 I�� 7� 13' � w a O _ I / �---� 80.20' cn N w O N 32 -.1 O COURSE BEARING DISTANCE COURSE BEARING DISTANCE 34 - w O 1 \ 32 12,834.61 N 0 W W 33 W N RAD.: 150.00' TAN.: 12. I5' 33 10,844.07 11 S 3 3 3 N u, O W 35 (A m 34 10,878.91 F 0 ti - o rn N 35 10,938.81 2 92 W 1 - O co _ p _ 0 w W m m rn / \ RAD.: 250.00' TAN.: 5.55' LEN.: 24.25' DELTA: 9.15'42' 1 0 S• m 0 42 rn ti 41 N ti ¢� _ W o W o w �38 p W op RID 16 GES�VE i / \ LEN.: I I. 10' DELTA: 2.32'38' L-24 S I6°31'281E 24.22' _ 3 43 O _ _ n 39 ,-' N 37 o ISL 36 10,284.91 2 OF, Iv 3$ W O a, n� 5�/CA L-I S 38.33'59'W It. 10' RAD.: 150.00' TAN.: 136, 16' 37 10, 161.49 1 2• F` 0? cn rn O r, O M rn U! N �' m 1 ��,.� \ 38 10,743.79 \ m O O - O 0` N O w O L-,v L-29 / 1.3 RAD.: 230.00' TAN.: 36.67' LEN.: 221. 12' DELTA: 84°27'47' •Do rn In - L-31 \ LEN.: 72.82' DELTA: 16'41'20' L-23 S 63°43' 10'E 201.64' 39 11,897.77 1 cP _ _ _ - m - �^ --� � 3 L-3Z L 40 10,928.60 _ - L'3 33 �� 8 \ RAD.: 930800' TAN.: 4.64' 44 L-50 L-46 �-0-01;:-:3 0 _ T , LEN.: 9.28' DELTA: 3°32'46" L' I L-2 S 29°17'00'W 72.56' 41 10,812.78 1 --0� L -0 L_gg L' `` 42 1 9,352.61 O 1 �, 4S -47 L-45 --4.40 41 - 37 \v \ RAD.: 250.OO' TAN.: 43. 98' L-26 N 72' D 33'E 2.7 ACCESS EASEMENT-•w L' L-42 L-41 O L 40 L-39 L-36 L- O O 4r/ Q- \ LEN.: 88.41' DELTA: 20.28'3i' RAD.: 200.00' TAN.: 42.79' 43 I I,805.93 C, > \ _ n DI'- 1 88 Q LEN.: 84.31' DELTA: 24°09' 90' 44 1 4, 14 1.3 -1 •E ,h _ O 01 1 \ L-3 S 10.41'35'W 88.94' 45 9,600. r 1 77°461 25 i� N _ //� W I 87 m 1 � \ RAD.: 250.00' TAN.: 37.95' L-28 N 68'07'02'W 83.69' 1 N 00' ) - N I �O �D aD NI I 159.45 LEN.: 75.32' DELTA: 17•IS'43' RAD.: 200.00' TAN.: 29.98' 46 9,600. -t 120• W O O .0 0, 00 0, ,p N q4'W Q \ LEN.: 59.31' DELTA: 17'02'38' 47 9,600. 0 1W 1 75 m W .� ( y D, D 131.00, S 83°34 ) Q WFBRCC, LLC L-4 S 08.1 11 03,E 75.04' �p 152 -( ,1 4 ( - 'A O \ L-29 N 88'43'06"W 59.29' 48 9,600.0v T 161 78 m O 4' 44"W I DB 201 PG 370 48 9,600. m 1 O 45 N 1 O D 00' t S S3 3 D 00 ,� Q REN.: 74AD 0705'0 DELTA: 37'07'S4" 50 9,600. m 1 O ' t0 lJ) -.40 85 LEN.: 21. 12' DELTA: 0°40'39" 131. v NIN W T ) RAD.: 1786.30' TAN.: 10.56' 51 1 1,3 12.6 ?1 O o 6' 2511 m O I 13 1.00' 2.32' 1 S 83°22' 50"W '�I z .{ m p --H L-3 S 25.22'3I'E 74.47' 77 4 w �I () O 0 88 m10 O I Q L-30 S 82°25'06'W 2 1. 12' 52 13,494. WFBRCC, LLC 1 N 00` 196.79' 0 22' 50"W Im 1 y w p O I y Z I ED I = RAD.: 250.00' TAN.: 2.9 1' 53 9,842.7 DB 20 1 PG 370 1 120• •� 1 N 830 22, 51„E ,O t, (7 S 83 'r¢ 00 Oo O 1 -t rn 132.98 1 U LEN.: 5.82' DELTA: 1.20'04' RAD.: 1786.30' TAN.: 24.32' 92 o+ O LEN.: 48.64' DELTA: 1°33'36' 54 O,828.3 1 Co p 104.7 B' N o 0 77 I° I �I W I � 131.00' S S3°34' 44"W L-6 S 34.36'50'E 5.82' 55 14,658. O 46 ',p p I 1 1 13 1.00' t� 4 O O S 83°34' 44"W I W Q L-31 5 8 1°17'58'W 48.63' RAD.: 230.00' TAN.: 20.49' 56 10,694. I 1 •p O �! 1 O W 1 2,32•'-1� N 50"W"D l O -0 '1 1 j I LEN.: 40.901 DELTA: 9.22'24' F 84 LEN.: 31.55' DELTA: 1°00'43' 57 10,831.8 1 N 165 W N 154 ZI O N 13 1.00, O S 83°22, D -J I cD 1 Icn - a RAD.: 1786.30' TAN.: 15.77' 58 0,iso. 1 511 to , m �I o 0 _ 1 \ Z I 0 46' 2 O O O o 50,W °' I m L-7 S 39.38'04'E 40.BS' N 77 0' N 00 cp A S g3 22 -� W T` O W 89 IO N_ / \ L-32 S 80'00'48'W 31.55' 59 10,358. 7 120.0 °, $ rn --1 0 73 O W n 03' RAD.: 193.00' TAN.: 34.47' N O O W �„ N l0• I o o N 135. 60 10,962. 4 'T I� (.( nl - O v m N O f''1 to N( \ \ LEN.: 106.23' DELTA: 31•12'49' RAD.: 1786.30' TAN.: 26.82' 61 10,647. 8 W g W WAY -P n 78 O r' -� D O S 63°34 44' LEN.: 53.64' DELTA: 1°43' 14' W 1 �; TLpND _ 0 -4 0 y m- m 131.00 - 0 1 $ I \ L-8 S 58'41'38'W 904.92' 62 14,601. 4 1 `? 47 1 rn WE- O N I; N°' 0 0"W m 131.00' 1 Is $1 L-33 S 78°38'50'W 53.64' 63 6,858. O O o 51"E 184.03' TOTAL m O Nla w g 83 22' S ^ o 0 44"W ^ RAD.: 622.68' TAN.: 9.07' 6a 9,908. 2 �1 °46' 25" N 83 22 0 84.10 1D 13 1,00 N �1 0 0 o O g 83 34 1 I \ RAD.: 1259.B I' TAN.: 13.40' ( ) \ LEN.: 18. 14' DELTA: 1.40'09' 65 12. 191. I N 77 92.01 7.35' -H 0 1 S 83022' 50"W Iw W 72 (n 0 v r 1- 63 !` / \ L-9 S 75°08'01'W 18. 14' LEN.: 26.81' DELTA: I°13'09' 1 00, c0 O IO �- -( I 1 m 120• "( � -0 'a O m ro `-� r - 0 RAD.: 622.69' TAN.: 24.33' L-34 S 78 23'48'W 26.81' 66 18, 132. 3 CP 1 0 1 --� N�_ N D N a'- I 00' 7U \ T 67 13,001. O N00 LEN.: 48.64' DELTA: 4°28'32' p N O ? m 131. IID D g RAD.: 1259.81' TAN.: 9.70' 68 1 I, 135. N1 O 48 w o Wo W m I� Oa to 79 3mi,p S 83°22' 50"W t N IW R\DGj �" / 82 \ L-10 S 78.12'22'W 48.63' LEN.: 19.39' DELTA: 0°52'55' 69 12,445. O 1 �I 156 N 0 Z 'Z y 1 OD MORE L-35 S 79°26'50'W 19.39' to 1 •O 1�, p - T � S -1 (A -1 p1 QD SY C A. l \ \ RAD.: 622.69' TAN.: 4. 18' 70 1 4,580. O 1 O 25"CI O O 0 D - 13 1.00' 0 L l 1 Lig LEN.: 8.36' DELTA: O°46' I O' RAD.: 1259.8 9' TAN.: 21.02' 71 13,516. 5 -1 N 77°461 wj, 1 83°22, 50'W I 71 _ L' 0-00 L'I0 3 \ \ LEN.: 42.04' DELTA: 1°54'44' 72 9, 170. 8 01 120•p0 N1 m 1 O 1 S 10 L_ L-14 L-12 - O ,•, \ \ \ L-I I S 80°49'42'W 6.36' 1 IS h 73 9, 170. 8 y( 10, 1 y \ L-12 S 81.12'48'W 13.88' L-36 S 80°50'39'W 42.04' r O i 84.67' � - D p L, _ ^ \ RAD.: 1259.81' TAN.: 6.88' 74 9, 170. l a I a u, 80 \1 o W \ \ REN.: 9044' DELTA: 0'3, 40" A A 84.63, � O L' y cr 49 169.30' Oro N cr LEN.: 13.76' DELTA: 0°37'32' 75 13,OSI. 4 ISI 14,382. 15 T 5 1"W O '� - :r 62 h 1 O ,r $ 83°22' 1_ Z 1•A 1, �-\9 \6 y e W T a 0` L-13 S 80,56'57'W 9.44' 76 14,673. 2 152 12, 182.93 0p 4 \.' 0+ 81 83 \ L-37 S 82°06'47'W 13.76' 77 9, 169. 7 153 12,79 9.44 1 0 46' 25" \ 55 0 '70 / N - z a+ O; O u W � •iD N � \ RAD.: 1025.00' TAN.: 40. 13' RAD.: 1259.81' TAN.: 37.51' 78 11,058. 6 154 11,961.85 1 14 T7 00, a, 2\ - o? O O W .� \ LEN.: 80.22' DELTA: 4.29'04' rrl a' O L' W 8D N LEN.: 73.01' DELTA: 3°24'41' 78 10,217. 2 155 12,072.03 X 20• N D �„ 3 -1 23 - y 7. 'A 59 N �- _ " \ L-14 S 78'26'36'W 80.20' L-38 S 84°07'53'W 75.00' 80 13,410.30 156 1 1,006.58 1 °P \ 9 \-� a'-•N 59 `T vW\ / RAD.: 1259.B I• TAN.: 21.17' O 5U O A 2/O o 6 N £ 20 35" 85 LEN.: 19.60� DELTA: 1905.45' rJ8 p- SO.?U 14'-O9' LEN.: 42.33' DELTA: I°33'31' 1 Op "E Ill-40, 3A A\ 263' / W �- O- 2T�f8�21 47�S \\ O L-15 S 73'39' I I'W 18.60' L-39 S 86°47'59'W 42.33' LEGEND: N 77°461 25 A SFy�SS 60.E 00 /2 WW O 57 O, (5.08 �T9'a3' 13"W RAD.: 1025.00' TAN.: 2 1.29' RAD.: 1259.8 9' TAN.: 18.90' 1 120.00 rn 'vT 0°30 _ W N �c / S \ CHESTNUT RIDGE LEN.: 42.58' DELTA: 2°22'49' LEN.: 37.79' DELTA: 1°43'08' EIP EXISTING IRON PIN OR PIPE 1 NO, 55,9p 5 7 y 58 O, 5,08 \50•\6 \ / L-16 S 73.54'54'W 42.58' 1 W •'y, 7 L-40 S 88.37' 19'W 37.79' NIP NEW IRON PIN OR PIPE 0� S. (SECTION 3) 51 G�IZ \ W 54 \1 \o q\ C RAD.: 1025.00' TAN.: 6.42' RAD.: 1259.82' TAN.: 47.20' PK P. K. NAIL , T (\ \ 80• / 5 '( \ LEN.: 92.83' DELTA: 0.43'02' LEN.: 94.36' DELTA: 4'17'30' PT POINT 1 � a\/\ 53 0 _4 \' O\"w L-17 S 72.22'02'W 12.83' RR R. R. SPIKE 1 N 52 m S RAD.: 1025.00' TAN.: 37.64' L-41 N 88.22'34'W 94.34' � ti� � 0+•�,+ n 30.0 0 0 �Oo A\ \ L-42 N 86°I2'S2'W 42.70' W o fo T p 0O1 00 \9 LEN.: 75.23' DELTA: 4.12'22' L-43 N 86°12'52'W 15.85' ❑ STONE , 41 O F,;fl° \ a0' _ �' POWER POLE �� b t2o. \a ,W 2p'0. ^ L-18 S 69'54' 16"W 73.23' RAD.: 1025.00' TAN.: 10.87' LP SECURITY IGHT RAD STP TELEPHONELPOLE POLE 11 191.2Z'----��a/g "(� A AO TUT P4\TY EASE pT �� 37� / / \ \ LEN•19 4.75670•O40LOBNW °2534675' L-44 2N 86°49'39'W• 121.75' NO NCGS MONUMENT WITHIN 2000' -�-5 82 6` 450 W \0 WS g s2O� PG /` L-20 S 67'32' 10'W 8,89' RAD.: 1025.00' TAN.: 19. 18' D LEN.: 38.35' DELTA: 2°08'38' ALL UNDESIGNATED SYMBOLS ARE POINTS. RAD.: 878.48' TAN.: 16.61' L-45 N 88°30'23'W 38.35' LEN.: 33.22' DELTA: 2.10.00' L-21 S 68.37' I O'W 33.22' NOTES: '� \ L-46 N 89°34'44'W 17. I6' WFBRCC, LLC 122 RAD.: 878.48' TAN.: 96.74' L-47 N 89.34'44'W 24.50' \ LEN.: 33.47' DELTA: 2.90'38' L-48 N 89°34'44'W 2.58' ( 9) THIS PROPERTY IS SUBJECT TO ANY AND ALL DB 201 PG 370 L-49 N 89°34'44'W 70.01' EASEMENTS, RIGHT OF WAYS, and AGREEMENTS \ L-22 S 70'47'39'W 33.47' L-SO N 89.34'44'W 23.69' OF RECORD PRIOR TO DATE OF THIS PLAT. / 121 � RAD.: 878.49' TAN.: 20.87' RAD.: 75.00' TAN.: 93.69' LEN.: 41.34' DELTA: 2.41'46' LEN.: 134.37' DELTA: 102°38'51 (2) THIS SURVEY WAS PERFORMED WITHOUT � THE BENEFIT OF A TITLE REPORT AND DOES _ _ _ L-23 3 73.14'01'W 41.34' L-51 S 39'05'50'W 117. 10' NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. _ - - \ (3) THERE ARE IRON PINS PLACED AT ALL LOT CORNERS AT THE DATE OF THIS PLAT. \ 120 (4) THIS PROPERTY IS SUBJECT TO EASEMENTS \ RECORDED IN DB 201 PG 374. \ / 100 0 100 200 300 I (OR WE ), THE UNDERSIGNED HEREBY ACKNOWLEDGE THAT I (OR WE ) ( ) 1. THIS SURVEY CREATES A SUBDIVISION OF LAND IN AN \ \ 110 X AREA COVERED BY A SUBDIVISION ORDINANCE AM (ARE) THE OWNER( S) OF THE PROPERTY SHOWN AND DESCRIBED ( ) 2. THIS SURVEY IS OF LAND IN AN UNREGULATED AREA GRAPHIC SCALE - FEET HEREON AND THAT I (WE ) HEREBY ADOPT THIS PLAN AND SUBDIVISION ( > 3. THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS \ WITH MY ( OUR) FREE CONSENT AND UPON APPROVAL BY THE PLANNING ( > 4. THIS SURVEY Is OF ANOTHER CATEGORY, SUCH C As THE \ RECOMBINATION OF EXISTING PARCELS OR A COURT ORDERED SURVEY BOARD OF DAVIE COUNTY AUTHORIZE THAT THIS PLAT BE RECORDED IN ( ) 3. FROM THE INFORMATION AVAILABLE, 1 AM UNABLE TO \ DAVIE COUNTY FARMINGTON TOWNSHIP NORTH CAROL INA THE OFFICE OF THE REGISTER OF DEEDS OF DAVIE COUNTY. DETERMINE PRO>�DNS (1) THROUGH (4) / REFERENCE: REVISIONS MARVIN S. CAVANAUGH and ASSOCIATES, INC BE• TTHENRAMEYTDEVELOPMENTT CORPORATION NO DATE POST OFF F THE PROPERTY OF l�oP'a Cc�.�#sn14�r MARVIN S. CAVANAUGH DESCRIBED MAP D8 DB 201 P1G2658 BY DANBURY, NORTH CAROLINA B0270I6 336-593-8119 BEING ALL THE LAND IN DATE OWNER' S GNATURE DB J03 PG •76r 2 SURVEY FOR: PLANNING DEPARTMENT/REVIEW OFFICER ZONING CLASSIFICATION • R-12 (SPECIAL USE 3 PRINT OWNER' S NAME HERE I, MARVIN S. CAVANAUGH, CERTIFY THAT UNDER MY DIRECTION AND CERTIFICATION FINAL SUBDIVISION PLAT APPROVAL PLAN UNIT DEVELOPMENT AS DEFINED THIS MAP WAS DRAWN FROM AN ACTUAL FIELD SURVEY MADE BY MARVIN S. CAVANAUGH THIS IS TO CERTIFY THAT THIS PLAT MEETS THE RECORDING REQUIREMENTS BY DAVIE COUNTY REGULATIONS. 4 BERMUDA RUN WEST AND ASSOCIATES, INC. DEED REFERENCE RECORDED IN BOOK 201 PAGE 358 OF THE UNIFIED DEVELOPMENT ORDINANCE SUBDIVISION REGULATIONS FOR MINIMUM BUILDING LINES (R-12) DATE OWNER' S SIGNATURE THAT THE ERROR OF CLOSURE AS CALCULATED BY COORDINATES )S 1 ; 10,000. �N CARO DAVIE COUNTY. rr rr THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOYTEDI`MM = QEGISTERD FRONT YARD SETBACK 35' SYCAMORE GLEN v SIDE YARD SETBACK 10' DEED OR OTHER INFORMATION; THAT THIS MAP WAS PREPARED IN ACCORDANCE n SEAL = I - - 4rrf+�Q/� ----- REVIEW OFFICER OF DAVIE COUNTY, PRINT OWNER' S NAME HERE L-1148 w CERTIFY THAT THIS MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED REAR YARD SETBACK 20' WITH GS 47-30 AS AMENDED WITNESS MY HAND AND SEAL THIS DRAWN BY SCALE DRAWING NO. 3� DAY OF J a, l t 19 = MEETS ALL ST OR EQU I �EWIVENTSOR RIDING. t9 210 sDRV0&, P APPROVED OWNER( S): DKA I Inch= 100 feet DATE OWNER' S SIGNATURE / FPHEN DIRECTOR OF PL NNINGiREVIEW OFFICER RAMEY DEVELOPMENT CORPORATION 8 5 �� C_ V POST OFFICE BOX 1 1840 CHK'D DATE THIS THE DAY OFfuL Z__________-19 q- NORTH CAROLINA - DAVIE COUNTY WINSTON-SALEM, NC 27116 PRINT OWNER' S NAME HERE N.C. REGISTERED LAND SURVEYOR L-1148 ( 336) 922-4000 MSC MAY 20, 1998 ( SECTION 2 ) C3ook r7 I U.S. HWY 158 __ I, hereby certify that the subdivision plat shown hereon CERTIFICATE OF APPROVAL BY THE PLANNING BOARD I (We) hereby certify that I am (We Are) the owner(s) REVIEW OFFICER'S CERTIFICATE has been found to comply with the Davie County Subdivision The Davie County Planning Board has hereby approved of the property described hereon, which is located in Regulations with exception of such variances, if any,as are the f i na I plat for the Subdivision entitled: the subdivision jurisdiction of DAME County --� - Review Officer of _DAVIE County 2 noted in the minutes of the Planning Board and it hasREVISED PROPERTY LINES IN "BERMUDA RUN WEST - CHESTNUT RIDGE" and that I (We) hereby adopt this subdivision plan certify that the map or plat to which this certification is affixed been approved for recording in the Office of the Register meets all statuto q bt f 6F recordin of Deeds. It is hereby noted that such approval for with my free consent, established minimum building roved By- recordation does not include approval to install and utilize Date Chairman - Davie County Planning Board setback lines and dedicate all streets, alleys,walks, APP — o parks, and other sites and easements to public This The Day Of_ yI -'L sanitary facilities nor does it include approval for the or private use as noted. construction or occ ancy of buildings or structures. North Carolina - DAVIE County Dir ec Davie Coutty Planning Department Owner Date SYCAMORE RIDGE DR. y� gPc �0,0 FILED FOR REGISTRATION AT !ah O'CLOCK SITE 3 _7 206 4 AND RECORDED IN PLAT X �� oo ?, BOOK !a_ PAGE '7 1—. FILING FEE PAID WFBRCC, LLC M. BRENT SHOAF - DAVIE Co. REGISTER OF DEEDS. co 0� 3 m DEED BOOK 385, PAGE 860 WFBRCC, LLC BERMUDA RUN 9. TAX PARCEL 26.01 TAX MAP D8 PATM DEED BOOK 385, PAGE 860 BY — ,p PAID c►� TAX PARCEL 26.01 TAX MAP D8 DEPUTY - Nr WEST � N 54020'46"E EQ �• 153.08' — LOCATION MAP o4• NAIL Fd. IN PAVED ` (NOT TO SCALE) O PORTION OF CARTPATH �;o (CONTROL CORNER) ��a `SOA 0 .GtiF cV NOTES: 9�cFbsSr. NEW AREA 1. THIS PROPERTY IS SUBJECT TO ANY AND ALL RIGHTS)-OF-WAY AND Gym �� `F 13,193.40 Sq. Ft. Lv OR EASEMENT(S) WHICH MAY OR MAY NOT BE OF RECORD AS OF THE F�, �o `ss 0.303 ACRE) THE NEW E DATE OF THIS SURVEY.AND MAY NOT BE VISIBLE UPON THE GROUND. Z �� sfl (INCL TNPARCEL) CID 2. FOR THE BACK DEED REFERENCE FOR THIS PROPERTY SEE DEED BOOK NSP r° 9�T 385 PAGE 872 0 o,� 0 o BERMUDA RUN WEST ti -� ?0 9cp�o LO "CHESTNUT RIDGE" 3, THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY J O �`J �\ �'� PIAT BOOK 7, PAGE 93 OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. -P �f �0 . �1J (n 01 THIS SUBDIVISION OF LAND MUST ALSO BE APPROVED BY THE CITY-COUNTY M PLANNING BOARD AS MEETING THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS � <J yQ (N� \\` BEFORE DEEDS ARE RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS. CID t=] per) 0 o tz BERMUDA RUN WEST — BUILDING �Q 4. THE REASON FOR THIS SURVEY IS TO CHANGE A PORTION OF THE PROPERTY r to �A SETBACKS LINE(S) BETWEEN LOTS 120 AND 121 TO BE ABLE TO ENLARGE THE SIZE OF LOT 121. N Cl � 1� Cn w S 74050'08 W 20 °0e F 6 �` 890 FRONT: 35' 5 LOTS 120 AND 121 ARE BOTH VACANT LOTS AS OF THE DATE OF THIS SURVEY. � 34.57' 0 .9 SO�1%, S>, SIDES: 10' �c C� 59,E REAR: 20' 0, 120 S 860 F � o 0 C0 o NEW AREA A% �t 11,950.76 Sq. Ft274 ry NAILP1+�opal (TO(THE REVISED EP/L) &9 RBF NpJ�- ,(��. A=15.15' R=65.00' 9,3,L'1w A29•81, S 06°53' CHORD) 15.1 1 ' (11" IRON CONTROL ICPE OR ER)D-� ��S 42 0 S 89051 '02"W / o A=15.12'4 R=65.001 25.17' I (CHORD) t 119 BERMUDA RUN WEST "CHESTNUT RIDGE" PLAT BOOK 7, PAGE 93 OWNER s� GARRY R. MERRITT 1000 WEST 5th STREET WINSTON—SALEM, N.C. 27101 PHONE: (336) 724-5553 30 0 30 60 90 GRAPHIC SCALE — FEET REVISED PROPERTY LINES IN LEGEND I, RONALD LEE OXENDINE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER 1. RONALD LEE OXENDINE, PROFESSIONAL LAND SURVEYOR BERMUDA RUN WEST PROPERTY LINE MY DIRECT SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY NO. L-3083, CERTIFY TO ONE OR MORE OFTHE FOLLOWING „ ADJOINING LINES DIRECT SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK S \A •AR I� I. THE SURVEY CREATES A SUBDIVISION OF LAND IN AN CHESTNUT RIDGE„ RECORDED IN PLAT BOOK 7 AT PAGE 93 ADJOINING LINES ( NOT SURVEYED) P.•• �� AREA COVERED BY A SUBDIVISION ORDINANCE. PROPOSED CHANGE OF A PROPERTY LINE BETWEEN LOTS 120 AND 121 IN BERMUDA RUN WEST PAGE 9 7z; ETC,) (OTHER) ; THAT THE BOUNDARIES NOT SURVEYED 0•• FESS/O'' z. THE SURVEY IS OF LAND IN AN UNREGULATED AREA. IN "CHESTNUT RIDGE” SECTION E E E EASEMENT LINE 2: y ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK Q y•9 3. THE SURVEY Is of AN EXISTING PARCEL OR PARCELS. NIP NEWLY SET IRON PIPE 9 FIELD PAGE ; THAT THE RATIO OF PRECISION AS CALCULATED SEAL ❑ 4. THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE TAX MAP TOWNSHIP COUNTY STATE DATE E I P EXISTING IRON PIPE ,� • (_30� -"�� RECOMBINATION OF EXISTING PARCELS OR A COURT BOOK EIS EXISTING IRON STAKE FOUND IS 1: O d-00 ; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH (�:r9 Q 2L. ORDERED SURVEY. E9 FARMINGTON DAVIE N. C. 35 FEB. 27 2004 RBF REBAR FOUND G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, ••�fi� yCg•�`� ' PP POWER POLE REGISTRATION NUMBER AND SEAL THIS -,9? OF i�9� '•.SU{�•'�� ❑ 5. FROM THE INFORMATION AVAILABLE THE SURVEYOR Is TAX BLOCK SCALE R/R RAILROAD r UNABLE TO MAKE A DETERMINATION OF THE PROVISIONS RONALD LEE OXENDINE Riyy RIGHT-OF-WAY 6 , A.D. �20 '��4 ;i ��` LISTED ABOVE IN I THROUGH 4I. SURVEYING 1"= 30' EP EDGE OF PAVEMENT .r TAX LOT N o. 5430 SfYERS FERRY ROAD JOB No./MAP SIZE BC BACK OF CURB PROFESSIONAL LAND SURVEYOR (PLS) L-3063 RONALD LEE OXENDINE, PROFESSIONAL LAND SURVEYOR NEW PROPERTY LINE CLEMMONS, N.C. 27012 BEIWEEN 120 & 121 PHONE: (336) 766-9970 L-3063 040838 / "G" Am K 5 Owners Certification Surveyors Certification Surveyors Certification for Subdivision Planning Department / Review Officer Davie County Register of Deeds I (WE) HEREBY CERTIFY THAT I AM WE ARE THE OWNER(S) OF THE HARRIS B. GUPTON HARRIS B. GUPTON L-1845 certify to one or more of the Final Subdivision Plat Approval Plat Re IStratlon ( ( � I, Certify that this plat was drawn by me from 1 Professional Land Surveyor, Number following as indicated by an X: PP g PROPERTY DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDMSK)N r JURISDICTION OF DAME COUNTY AND THAT I HEREBY ADOPT THIS SUBDIVISION an actual survey made under my supervision (description recorded in Deed Book A. That the plat is of a survey that creates a subdivision of land within the area of a county or municipality This is to certify that this plat meets the recording requirements of the FRED FOR REGISTRATION AT // • O'CLOCK —� M PLAN WITH MY FREE CONSENT, ESTABLISHED MINIMUM BUILDING SETBACK Pae that the ratio of recision as calculated exceeds 1:10,000 feet; That has an ordinance that regulates parcels of land; LINES AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES g } P Development Ordinance Subdivision Regulations for Davie County. AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. that this was in accordance with G. S. 47-30 as amended. B. That the plat is of a survey that is located in such portion of a county or municipality that is unregulated �oelse�nrALOtw10RE Review Officer of Davie County, certify Day Of AQ`� 200 44 Plat Drop as to an ordinance that regulates parcels of land; I, tYr7 0 Witness my;rigZinandtLwe, regstraton umber and seal: C. That this plat is of a survey of an existing parcel or parcels of land; that the map or plat to which this certification is affixed meets all statutory and recorded in Plat Book L-1845 X D. That this plat is of a survey of another category, such as the recombination of existing parcels, a court r quirements for rata YQr%-t 0 SR 5 LLC Signature APPROVED �� FILING FEE PW. +Nrwf-t'�f6,R r of ordered survey or other exception to the definition of a subdivision; D$°� . �'�_ P of nal Lan urveyor License N �•t u Director of Planning/Review Officer a O lJ $�L �i^1, E. That the information available to this surveyor is such that I am unable to make o determination to the best RO BY: SIGNED This the a nd Day of mG Ed) 200 4 $� A � .., �+ of m professional Iity as to provisions contained in A. through D. above. This the^— Day a 1*445JV 200% _ DATE ME ER MANAG ••e w0� DAVIE COUNTY-NORTH CAROLINA ' fj X69 ° AeaistQTlt / Deputy „"► F �a V L_1845 DAVIE COUNTY, NORTH CAROLINA DAVIE COUNTY, NORTH CAROLINA d o 00 rofessional Land Surveyor License Number DAME COUNTY-NORTH CAROLINA TO TO STATESVILLE n4O WINSTON-SALEM . 7 %OSUFt r, 158 00 0 Am qW sITE lsso NOW OR FORMERLY 1 NOW OR FORMERLY VICINITY MAP - NOT TO SCALE "REVISED" ` +� 156 BERMUDA RUN WEST BERMUDA RUN WEST ', ++ 155 "SYCAMORE GLEN" "SYCAMORE GLEN" '+ � PB 7, PG. 60 CERTIFICATE OF APPROVAL OF PB 7, PG. 148 �i + DAME COUNTY PLANNING DEPARTMENT , 1 It EIP ; � EIP "1 HEREBY CERTIFY THAT THE SUBDIVISION PLAT AS SHOWN t48S22'51"E HEREON HAS BEEN FOUND TO COMPLY WITH THE COUNTY SUBDIVISION REGULATIONS, WITH THE EXCEPTION OF SUCH t 69.30' VARIANCES, IF ANY, AS ARE NOTED IN THE MINUTES OF THE PLANNING BOARD AND THAT IT HAS BEEN APPROVED FOR RECORDING IN THE OFFICE OF THE REGISTER OF DEEDS. IT IS HEREBY NOTED THAT SUCH APPROVAL FOR RECORDATION DOES NOT \\ INCLUDE APPROVAL TO INSTALL AND UTILIZE SANITARY FACILITIES NOR \ DOES IT INCLUDE APPROVAL FOR THE CONSTRUCTION OR OCCUPANCY \ \ OF BUILDINGS OR STRUCTURES." OI \ DATE 19,829.059 sq.ft. �� --'i \\ �\ \ 0.455 acres ECTOR, DAME COUNTY PLANNING DEPARTMENT + 1 +t+ EIP S�SSF.ARr�q� OR/ Vim, EIP3/7 2 0 MN NIP 303' TOT- - ----------- \ z: + 8'\ \ \ + , 'c' EIP ori EIP CONTROL CORNER ` 00 p \ \ 54 � 53 NOW OR FORMERLY w +' �+ � `+ \ BERMUDA RUN WEST NOW OR FORMERLY 14,146.459 sq.ft. + SYCAMORE GLEN +� WFBRCC, L.L.C. ; � , 0.324 acres PB 7, PG. 60 " a PIN: 5871494124 '� '+ 52 \\ No Z-A41 +\ \ 14,066.422 sq.ft. 0.322 acres \ REVISED FINAL PLAT LEGEND 191.27' - ----- - EIP, S$36_,}5 W �-- _ — THE PURPOSE OF THIS REVISION /S PROPERTY LINE L1 TO CHANGE THE PROPERTY LINE EI BUILDING FOOTPRINT 10' UTILITY EASEMENT_--- P + EIP _ BETWEEN LOTS 51, 52 alt 55. RIGHT OF WAY LINE `-CONTROL- - — — — — — LINE FROM DEED OR PLAT CORNER o N/F NOW OR FORMERLY OO 1jj / EIP EXISTING IRON PIN RT11 &D,4 T v 0 NIP NEW IRON PIN PORTION OF "SYCAMORE GLEN" O NPS NO POINT SET -(D-- PP POWER POLE NOTES: REVISION OF LOTS 51, 52, & 55. 0 Tri T HYD HYDRANT, ZONING R-12-S o TB TRAFFIC SIGN BOX BUILDING SETBACKS OWNER-DEVELOPER : BR549, LLC 1000 WEST F o O TV CABLE TV PED. 35' Front WINSTON-SALEM,TN. TREET C. 27101 cv TELE TELEPHONE PED. 10' Side TELEPHONE 336/724-5553 LP LIGHT POLE 20' Rear CENTERLINE DATA ® WM WATER METER LINE DIRECTION DISTANCE FARMINGTON TOWNSHIP / DAVIE COUNTY, N.C. L1 S82'36'45'W 15.05' ® CO SEWER CLEAN-OUT PORTION OF PROPERTY AS RECORDED IN FEE�- L2 S7930'00"W 34.41' YI YARD INLET L3 S7930'00"W 80.00' PB 7, PG. 148 AND PB 7, PG. 60 Q< CB CATCH BASIN L4 N 12.13'35"W 80.00' DATE: FEBRUARY 19, 2004 SCALE: 1" = 40' GRAPHIC SCALE L5 N12'13'35'W 44.15' 0 TOTAL ACRES BY DMD = 1.101 co 0 40 0 20 40 so 160 QUPTON & ASSOCIATES. PA CU CENTERLINE CURVE DATA ENGINEERS - PLANNERS - SURVEYORS 02200 SILAS CREEK PARKWAY SUITE 2-B CURVE RADIUS LENGTH CHORD BEARING WINSTON-SALEM, NORTH CAROLINA 27103 ( IN FEET ) C1 200.00' 9.28' 9.28' N72'16'31"E TELEPHONE: 336 / 723-2459 Cn 1 inch = 40 ft. C2 150.00' 24.25' 24.22' S16'51'26'E NOTE: NO GEODETIC CONTROL MONUMENTS FOUND WITHIN 2000 FEET C3 150.00' 221.13' 201.64' S63'43'12"E SHEET 1 OF 1 JOB NO: 12060-04C P16+ 18N4 9 PAGE lodoL U. S. HWY. 158 U. S. HWY. 158 I, hereby certify that the subdivision plat shown hereon CERTIFICATE OF APPROVAL BY THE PLANNING BOARD has been found to comply with the Davie County Subdivision I (We) hereby certify that I am (We Are) the owner(s) REVIEW OFFICER'S CERTIFICATE The Davie County Planning Board has hereby approved of the property described hereon, which is located in Regulations with exception of such variances, if any,as are the final plat for the Subdivision entitled* the subdivision jurisdiction of County I,05;ik (.t�No/�S Review Officer of Davie County, noted in the minutes of the Planning Board and it has been approved for recording in the Office of the Register and that I (We) hereby adopt this subdivision plan certify that the map or plat to which this certification SITE with m free consent, established minimum building is affixed m is 1 statut equirements for recording. 2 of Deeds. It is hereby noted that such approval for Y 9 n recordation does not include approval to install and utilize Date Chairman - Davie County Planning Board setback lines and dedicate all streets, alleys,walks, Z3 ORCHARD PARK DR. sanitary facilities nor does it include approval for the parks, and other sites and easements to public REVI OFFICER DATE b construction or occupancy of buildings or structures. or nvate use as no d. SYCAMORE a • aJ 0 RIDGE DR. 0 Director, Davie County Planning Department BERMUDA RUN ,O Owner Date � WEST UNDERP,gSs FILED FOR REGISTRATION AT j' O'CLOCK ROAD 20-61— AND RECORDED IN PLAT •P BOOK � PAGE I-02. FILING FEE $ PAID CID LOCATION MAP M. BRENT SHOAF — DAVIE Co. REGISTER OF DEEDS. (NOT TO SCALE) BY .c9� l C Urlj Del — ASSISTANT BERMUDA RUN WEST — BUILDING SETBACKS: FRONT: 35' 1" IRON PIPE Fd. ' IRON PIPE F . SIDES: 10' (CONTROL CORNER) CONTROL CORNER REAR: 20' S 89°4222"E 152.37' _ _ _ —N 89°44'31"W 96.49' ME UNE) Fio N 16°59'32"W 17.07 RBF N 19°45'01'W 18.00 A NEW IRON PIPE SET NOTES: S NIP 43 N (A NEW CORNER) 1. THIS PROPERTY IS SUBJECT TO ANY AND ALL RIGHT(S)—OF—WAY AND o " Z R cD N 19 45 01 W 5.48 a� OR EASEMENT(S) WHICH MAY OR MAY NOT BE OF RECORD AS OF THEp 13,595.63 Sq. Ft. Ln DATE OF THIS SURVEY.AND MAY NOT BE VISIBLE UPON THE GROUND. a W PFy, (a� (0.312 ACRE) N BERMUDAI RUN WEST it /d' 4e 2. FOR THE BACK DEED REFERENCE FOR THIS PROPERTY SEE DEED BOOK s� Ai-o (TO THE REVISED P/L) N "SYCAMORE GLEN" 'U 385 ,PAGE 872 (LOT 43) DB. 385, PG. 857 (LOT 44) -P -� �p �`SJoCA °?� In 42 PLAT B001� 7, PAGE 60 41 Ln I 3. THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. RBF S10 . ?y 6) THIS SUBDIVISION OF LAND MUST ALSO BE APPROVED BY THE CITY-COUNTY Gp�.7 `� J(9 .4G, W PLANNING BOARD AS MEETING THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS S0 O ',6' 7 BEFORE DEEDS ARE RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS. Z 'yEjy`9�� 4. THE AREA INSIDE THE RVISED STRIP IS 885.21 SQUARE FEET (0.020 OF AN ACRE) 5. LOTS 43 AND 44 ARE PART OF THE SUBDIVISION ENTITLED "REVISION OF O _I BERMUDA RUN WEST — SYCAMORE GLEN" AND RECORDED IN PLAT BOOK 7 O° 3 t00 AT PAGE 148. 00co 6. IN THE "REVISED STRIP" PORTION BETWEEN THE PRESENT PROPERTY U1 �(Oi .5�9� LINE AND THE REVISED NEW PROPERTY LINE THERE IS 885.21 SQUARE 0) NAIL FIN FD FEET (0.020 ACRE) WHICH IS TO BE ADDED TO LOT 43. M \` (TIE LIN 44 �N 824 50 0(nE LINE)k?Q�—N 89°3 "W_72.51' (TOTAL) 13,559.48 Sq. Ft. EIP j /ACCESS 69.93' 58 NAIL FOUND IN THE ROAD AT THE N.E. CORNER OF LOT 151 RBF (0.311 ACRE) IPRN Z (TO THE REVISED P/L) EASEM 0 �¢ / PT POINTcoo I Jill, NEW IRON PIPE SET TO _ N �� / / ' pQ% L NO LT% REPLACE THE MISSING Tf► CORNER w , W * O'_ dry 1RV: All GOMMC ' it 04�,02,�w 13C /a�h�G� �t�. Mttv►loel; �er 77 � / � 151 RBF S e' 11� PRESENT OWNER(s) Ne / BERMUDA RUN WEST ' " GARRY R. MERRITT SYCAMORE GLEN" N PLAT BOOK 7, PAGE 60 WINSTON—SALEM, N.C. 27101 4 5 �^ PHONE: (336) 724-5553 C POINT REVISION OF o BERMUDA RUN WEST N ` "SYCAMORE GLEN" PLAT BOOK 7, PAGE 148 30 0 30 60 90 � NAIL FOUND IN THE ROAD AT i' S.E. CORNER OF LOT 45 1 GRAPHIC SCALE — FEET 1 I, RONALD LEE OXENDINE, PROFESSIONAL LAND SURVEYOR REVISED PROPERTY LINE IN NO. L-3063, CERTIFY TO ONE OR MORE OFTHE FOLLOWING BERMUDA RUN WEST "SYCAMORE GLEN" I. THE SURVEY CREATES A SUBDIVISION OF LAND IN AN LEGEND AREA COVERED BY A SUBDIVISION ORDINANCE. PRESENTLY RECORDED IN PLAT BOOK 7 AT PAGE 148 PROPERTY LINE I, RONALD LEE OXENDINE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER ADJOINING LINES MY DIRECT SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY 1N CAA• ❑ 2. THE SURVEY I S OF LAND I N AN UNREGULATED AREA. A PROPOSED CHANGE IN A PROPERTY LINE BETWEEN LOTS 43 AND 44 -- ADJOINING LINES (NOT SURVEYED) O ❑ 3. THE SURVEY I S OF AN EXISTING PARCEL OR PARCELS. E E E EASEMENT LINE DIRECT SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK QP'*E$$/0�i,` ❑ 4. THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE FIELD PAGE : ETC.) (OTHER) ; THAT THE BOUNDARIES NOT SURVEYED •QQ 4 Z TAX MAP TOWNSHIP COUNTY STATE DATE NIP NEWLY SET IRON PIPE ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK 9 . RECOMBINATION OF EXISTING PARCELS OR A COURT BOOK EIP EXISTING IRON PIPE PAGE ; THAT THE RATIO OF PRECISION AS CALCULATEDSEAL ORDERED SURVEY. EIS EXISTING IRON STAKE FOUND j t L-306 •W— E 9 FARMINGTON DAVIE N. C. 38 JUNE 15, 2004 IS 1: —�Q�, THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH '< RBF RESAR Pp POWER POLED G.S. 47-30 AS AMENDED. WITNESS MORIGINAL SIGNATURE, y9q,� O=C ❑ 5. FROM THE INFORMATION AVAILABLE THE SURVEYOR IS TAX BLOCK SCALE ..ff • UNABLE TO MAKE A DETERMINATION OF THE PROVISIONS RONALD LEE OXENDINE R/R RAILROAD REGISTRATION NUMBER AND SEAL THIS, 2�DAY OF �Q�E O``,`��v L TED ABOVE I ( 1 ) THROUGH (4). SURVEYING 1"= 30' R/W RIGHT-OF-WAY Sart - / EP EDGE OF PAVEMENT �+.� st iz c M"11101 y �j� TAX LOT N 0. 5430 STYERS FERRY ROAD JOB N o./MAP SIZE BC BACK OF CURB PROFESSIONAL LAND SURVEYOR (PLS) L-3063A NEW PROPERTY UNE CLEMMONS, N.C. 27012 RONALD LEE OXENDINE, PROFESSIONAL LAND SURVEYOR L-3063 BETWEEN LOTS 43 & 441 PHONE: (336) 766-9970 L-3063 040871.01 / -,C-- COORD FILE: 040871 it fl., f- 's00le :F 1,4 e7 e-/6 Owners Certification Surveyors Certification Surveyors Certification for Subdivision Planning Department / Review Officer Davie County Register of Deeds I WE HEREBY CERTIFY THAT I AM WE ARE) THE OWNERS OF THE HARRIS B. GUPTON HARRIS B. GUPTON L-1845 certify to one or more of the Final Subdivision Plat Approval Plat Re istration ( ) I, Certify that this plat was drawn by me from I, Professional Land Surveyor, Number following as indicated by an X: pp g PROPERTY DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION �t JURISDICTION OF DAVIE COUNTY AND THAT I HEREBY ADOPT THIS SUBDIVISION an actual survey made under my supervision ( description recorded in Deed Book A. That the plat is of a survey that creates a subdivision of land within the area of a county or municipality This is to certifythat this at meets the recording requirements of the 12 y 0 PLAN WITH MY FREE CONSENT, ESTABLISHED MINIMUM BUILDING SETBACK That has an ordinance that regulates parcels of land; g ALED FOR REGISTFA�AT O'CLOCK M LINES AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES P°� ) that the ratio of precision as calculated exceeds 1:10,000 feet 9 P Development Ordinance Subdivision Regulations for Davie County. •r B. That the plat is of t survey that is located in such portion of a county or municipality that is unregulated C,,,q!•�q,"Wt& Review Officer of Davie Coun This the Day of �( 200 e AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED, that this plat was prepared in accordance wit�'r . S. 47-30 as amended. as to an ordinance that regulates parcels of land; I, �N^r ty, certify '/ Witness my original si ure, registration n and seal: C. That this plat is of a survey of on existing parcel or parcels of land; that the map or plat to which this ce at on s affixed meets statutory and reco m Plat Book Page tlT BR 549, LC t Signature L-1845 X D. That this plat is of a survey of another category, such as the recombination of existing parcels, a court requirements for recording. /.o �. r e-„R 5,4 p q ordered survey or other exception to the definition of a subdivision; APPROVED FILING FE Pt1�t�llelq of 11 , r essional and urveyor License Number actor of anning/Review Officer _ / Q E. That the information available to this surveyor is such that I am unable to make a determination to the best Sr By: DATE SIGNE MEWR MANAG This then A Day of Vie• 200 4 of m professional ab' as to provisions contained in A. through D. above. This the l Day of �u�7 200` DAVIE COUNTY-NORTH CAROLINA L-1845 DAVIE COUNTY, NORTH CAROLINA DAVIE COUNTY, NORTH CAROLINA ♦♦ �% rofessional Lan urveyor License Number DAVIE COUNTY-NORTH CAROLINA TO WINSTON-SALEM =0�.`o eSslon �i�' STATESVILLE q O CENTERLINE CURVE DATA sodQ t CURVE RADIUS LENGTH TANGENT CHORD BEARING C 1 1025.00' 24.71' 12.35' 24.71' S4T10'34 E 158 C 2 1025.00' 75.16' 37.60' 75.14' S44723'02"E OCA C 3 1025.00' 34.69' 17.35' 34.69' S41'18'50"E ••��d StIN:•' C 4 1025.00' 62.25' 31.14' 62.24' S38'36'16"E ��j��/!s 8••.•. GJ`♦� CO �� 00 C 5 1025.00' 70.89' 35.46' 70.88' S34'S3'00 E /��„p111;%,�to C'O�l,QO ��\\ C 6 200.00' 40.19' 20.16' 40.12' S50'31'4 E �YF < / C 7 200.00' 0.50' 0.25' 0.50' S44'42'08"E C 8 200.00' 48.60' 24.42' 48.48' S3740'0 E EIP SITE C 9 200.00' 49.64' 24.95' 49.51' S23'35'49"E NOW OR FORMERLY BERMUDA RUN WEST NOW OR FORMERLY �610. "CHESTNUT RIDGE" \ VICINITY MAP - NOT TO SCALE -'� 'o0 2a• 1.,11 / PB 7, PG. 59 BERMUDA RUN WEST �-`Q �3 "CHESTNUT RIDGE" i PB 7, PG. 59 CERTIFICATE OF APPROVAL OF cP� �'� c 1 �� DAVIE COUNTY PLANNING DEPARTMENT j �� 1 / 'I HEREBY CERTIFY THAT THE SUBDIVISION PLAT AS SHOWN / i �� ' HEREON HAS BEEN FOUND TO COMPLY WITH THE COUNTY I \Q GGO moi' ` ��i' / O, \\\ SUBDIVISION REGULATIONS, WITH THE EXCEPTION OF SUCH 3�1 F, 9 EIP VARIANCES, IF ANY, AS ARE NOTED IN THE MINUTES OF THE /- Q ' 7. A 0 PLANNING BOARD AND THAT R HAS BEEN APPROVED FOR \ RECORDING IN THE OFFICE OF THE REGISTER OF DEEDS. R IS P� Q�`r1\Q i' S.\ Oq 5Q HEREBY NOTED THAT SUCH APPROVAL FOR RECORDATION DOES NOT , INCLUDE APPROVAL TO INSTALL AND UTILIZE SANITARY FACILITIES NOR GOA OJT �� ? may Ab OG DOES IT INCLUDE APPROVAL FOR THE CONSTRUCTION OR OCCUPANCY J i �` 1, \ \ OF BUILDINGS OR STRUCTURES.' ��(j �' 2� Nb1 3- � i 7�/0,/ / co DATE 0q0 D CTOR, DAVIE COUNTY PLANNING DEPARTMENT G i �\ �• i \Q `T 'P��\ KGs �i t� O� sj y� 5 foo NN ° ./''�ti° \Q .'' O� t Oq IL -101, 1 a 1 �iZ N GCe rn 1 4. 5a O ., 66-1 ° 5 �. 1,\Q 161 F ' l 11 CO.tiT VQ q ' fK p Q / '�11 03ti I �I 5 5 6 \1 \ \�� its• ' \Q C\\Q �'' OHO p `TE• (" c?, / \ ♦� C' 11 1 5 Y' VQ 6�� NONE `� ? �1- Gt 5 (C) 1<1 � p i, opo,. s\ o0 5 e5 \, "REVISED„ opo FINAL PLAT ' ° / R-1Cb ' ��D THE PURPOSE OF THIS REVISION IS LEGEND ,/ 10 ��i% TO CHANGE THE PROPERTY LINE e `' PROPERTY LINE `.\ V BETWEEN LOTS 134, 135, 137, 138, 139, a BUILDING FOOTPRINT vvv 140, 141,142, 143. RIGHT OF WAY LINE \ \ 6 D - - - - - - LINE FROM DEED OR PLAT N/F NOW OR FORMERLY / �� `\ `\ NIJ' T OO EIP EXISTING IRON PIN B�h'1LIUI��1 RUN //L/A�1 0 NIP NEW IRON PIN J \`✓ \\ _ / PORTION OF "CHESTNUT RIDGE" 0 0 NPS NO POINT SET \\\\ o`s 11619 NOW OR FORMERLY REVISION OF LOTS 134, 135, 137, 138, 139, CD -a>- PP POWER POLECu �\ 140, 141, 142, 143. T HYD HYDRANT NOW OR FORMERLY � `\ BERMUDA RUN WEST El TB TRAFFIC SIGN BOX `\ " OWNER-DEVELOPER : BR549, LLC BERMUDA RUN WEST \ CHESTNUT RIDGE 1000 WEST FIRST STREET O TV CABLE TV PED. � \ �\Q PB 7 PG. 59 WINSTON-SALEM, N. C. 27101 o ❑ TELE TELEPHONE PED. "CHESTNUT RIDGE" \\ ' c z� LP LIGHT POLE PB 7, PG. 59 / ` �� 1 ��\ NOTES: TELEPHONE 336/724-5553 Oo WM WATER METER \\ ZONING R-12-S FARMINGTON TOWNSHIP / DAVIE COUNTY, N.C. ® CO SEWER CLEAN-OUT \\� BUILDING SETBACKS PORTION OF PROPERTY AS RECORDED IN CD Fol YI YARD INLET � \\ 35' Front PB 7, PG. 59 \ 10' Side CB CATCH BASIN ` 20' Rear DATE: JUNE 12, 2004 SCALE: 1" = 40' GRAPHIC SCALE TOTAL ACRES BY DMD = 2.581 a / GUPTON & ASSOCIATES. PA i 40 0 20 40 80 160 � ENGINEERS - PLANNERS - SURVEYORS 2200 SILAS CREEK PARKWAY SUITE 2-8 ti WINSTON-SALEM, NORTH CAROLINA 27103 _D ( IN FEET TELEPHONE. 336 / 723-2459 NOTE: NO GEODETIC CONTROL MONUMENTS FOUND WITHIN 2000 FEET 1 inch = 40 ft. SHEET 1 OF 1 JOB NO: 12060-04C 0 cn ice, k \ _ COUNTY, NORTH CAROLINA I, __J_Dean Slate_ certify that t ---------------his plat was drawn under my supervision from an actual survey made under my supervision (deed description recorded In \ Filed for registration at �1__ 0' clock M. This Book as-_, Page noted, Book -_--_-_, Page =_-__-_> i that the boundaries not surveyed \ T are shown as broken lines plotted from deed Informatlonl that the ratio of precision / `S S \\ day of _Y—A-A K 20 Q I-40 as calculated Is 11 10000± � that this survey Is of another category, such as S� \ the recombination of existing parcels, a court-ordered survey, or other exception to 22ti \ and recorded In Plat Book S_, Page _L_�(-7 the definition of subdlvislon I GS 47-30(f)(11)d 1, that this plat was prepared In accordance with / \ G.S. 47-30 as amended,Witness my origlnal slgnature, registration number and seal �� \\ S ` O this - 3- 1 da f cember 20 4 / 9S, \ Register of Deeds - ----- -- ------- r�"' ----------- - \ Filing Fee oft _--_ _ paid Signed ------------- --------=�~----- ------------------------------- NC 150 PLS No. _ L-2818 _ \ by ----------------- ---------------' Deity-R '!r rk- .......... SITE \ S p�•oFESSIO.�%y / Cant "a `\ o� Corns caty \ S Ride Dr. Or�o,rd Pcrk SEAL = \ _ \\ N/F L-2818 WFB R CC, LLC \ do ��oQ. 93� / ss to'�..SUFN ..P;��\.o gee 6;� \\ DB 201 , Pg. 370 FAN S\- §0 A, Vicinity Map nts O,Q / 94� AREAS 10,737 Sq. Ft. Existing Lot 95 \ C, h 3 o C°ntroi `\ 15,891 Sq. Ft. Existing Lot 134 \ A,9 / �o ss tih cO^'er \\ 10,808.6 Sq. Ft. Proposed Lot 95 o '* t�°j'er oeyF ` 5,817 4.6 S Ft. Proposed Lot 134 4vDifference ,40 FOUNDATION ^ �,; \\\ TOTAL AREA 26,628 Sq. Ft. (coon) Q,,� \ 'sJ � s, \ Date(s) of Survey July 21 , 2004 's ,,o °�'�y `\\ Dec. 13, 2004 y ?o 'o \ �P \ AD / 1 �h. X96 / NOTE: Offsets are shown to new lines. 0° y / NOTE: Lines 1 & 2 and Curve 1 & 2 are as per PB. 7, Pg. 39, Lines 3 & 4 are new lines. LINE TABLE / 1�p rry // c� � / / � LINEL1 56 AOILENGTHRNG 42"E 333 FOUNDATION ` / 97� L2 \ / $56'20'42E 8.26 L3 N56'05'29"W 33.50 L4 N37'57'50"W 8.50 CURVE TABLE 5 ° �a� //' / iS,q, / CURVE LENGTH RADIUS Giord Bearing Chord I Delta ,� / C1 33.46 200.00 51'29'28"E 33.43 9'35'13" 0-1 .0'o / 'J C21 6.71 200.00 45'44'14 6.71 1 1'55'16" 135 �q0 / PUT OF °lb 134 , A RECOAMDV 1 TION OF LOT 95 Ae 134 BERMUDA RUN lfEST Mestnut Ridge PRE VIOUSSLY RAYCOR. DL'B IN PA 7, M. 39 1 (or we), the undersigned hereby acknowledge that I (or we) am (are) // doe ,/ \ and PA Pg.the owner(s) of the property shown and described hereon and that / ge , I (we) hereby adopt this plan and subdivision with my (our) free consent and upon approval authorize that this plat be recorded // / \ GRAPHIC SCALE this plat be recorded in the office of the Register Deeds of Davie County. �;.x , / 20 0 10 20 40 so 6�0 /' 143 NDA!' wn signed Q A f... -- *�COntrol J ate ' Owner Corn., / IN FEET 1 inch = 20 ft. 1 /2Y _� signed - yi _� e / REVISIONS D �, v owns _ -- T Nr. 111 YNL' FRYL' FOR ' , \ State of NORTH CAROLINA ORGANIZATION INC• / County of DAME 42\ \ NOTE: No NGS or NCGS horizontal control � � RECORD REFERENCES: Lot 95 of BERMUDA RUN WEST "CHESTNUT 1 within 2,000 ft. of property. I, A review officer RIDGE", PB 07, Pq. 39 LEGEND t\ of Davie , County, certify that the map or plat and Lot 34 of BERMUDA RUN WEST R Property Llrx ® Existing Iron -� \ Iron stokes or nails found or placed at all corners to which this certification is affixed me" all statutory requirements "Chestnut Ridge" (revised) PB. Pg. R/Y Right of May O Iron placed \ for recording. FL Center 1 I no ® R/R spike --- I � SWO Dat. TownN1 rrOUflt Stat. 1/14 A 1 in. — 20 ft. Dec. 14, 2004 Farmington Davie N. C. EP Edge of Pavement Monument NOTE: This plat is subject to any Easements, Agreements, Revi Officer Date b x Point ❑ Planted .tone or Rights of Way of record prior to date of this plat, 'I0b NO SI.�lTde' SURYdc'YING CO. P.A. HP-DJ y e ,.,all which were not visible at the time of inspection. P.O. Box 1082 ds 860-04-3 �{ y N.C. 27021 338Z983-9743 J.D.S. -? [0_� 6 K. 2 A; X19 Owners Certification Surveyors Certification Surveyors Certification for Subdivision Davie County Register of Deeds certify to one or more of the Review Officer Plat Approval I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE HARRIS B. GUPTON HARRIS B. GUPTON Professional Land Surveyor, Number L-1845 Plat Registration PROPERTY DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION l Certify that this plot was drawn by me from I following as indicated by an X: / --- �� / g JURISDICTION OF DAVIE COUNTY AND THAT I HEREBY ADOPT THIS SUBDIVISION an actual survey made under my supervision ( description recorded in Deed Book A. That the plot is of a survey that creates a subdivision of land within the area of a county or municipality ;VO lw 6/�/f 1*40��W Review Officer of Davie County, cert' I ` • d PLAN WITH MY FREE CONSENT, ESTABLISHED MINIMUM BUILDING SETBACK That has an ordinance that regulates parcels of land; 1, tY dY FflE➢ FOR REGISTRATION AT O'CLOCK 1f Page ) that the rata of precision as calculated exceeds 1:10,000 feet; g p that the ma or lot to which this certification is affixed meets I statutory '1 1 y N0 JCm b LINES AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES P P O1}` �J� AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. B. That the plat is of a survey that is located in such portion of a county or municipality that is unregulated This the Da of Cr" 200 that this plot was prepared in accordance with G. S. 47-30 as amended. as to an ordinance that regulates parcels of land; requirements for recording. �z4 Witness my ''a ure, registr ion number an�seal* X C. That this plat is of a survey of an existing parcel or parcels of land; and recorded in Pkrt Boric ` .Page BR549, LLC - ` � _ X D. That this plat is of a survey of another category, such as the recombination of existing parcels, a court APPROVED •� ea� . 5igrgture FILING FEE PHO: iiw.l��e, Register of Deeds ordered survey or other exception to the definition, of a subdivision; Review if Icer _ f P ssrona L d Surveyor �� I�>l a e.. ••• e �j � / C W" f � � i E. That the information available to this surveyor is such that I am unable to make a determination to the best By; �d This the� Day of N �( �; OteSSiorj'-�Q of rofessional ability as to provisions captained in A. through D. above. This the ` Day of ��G � 2005 Assistant / 6o" SIGN xy DATE M ER/ NAGER DAVIE COUNTY-NORTH CARCINA= 1 i L-1845 DAVIE COUNTY, NORTH CAROLINA DAVIE COUNTY, NORTH CAROLINA signature _ ---� / •- ; L-1845Pfoft=s"slonal Lad Surveyor License Number DAVIE COUNTY-NORTH CAROLINA W. WAYNE FRY6(INC. ! o4,:0` CERTIFICATE OF APPROVAL OFNTERSTATE 40 r iyp••'��d SuN '� BERMUDA RUN. NORTH CAROLINA SIGNED _14) ;ItBaker G``� "I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN S � DATE PRESIVENT //llill� HEREON HAS BEEN FOUND TO COMPLY WITH THE SUBDIVISION N.C. HWY. 158 REGULATIONS FOR BERMUDA RUN, NORTH CAROLINA, AND THAT THIS PLAT HAS BEEN APPROVED FOR RECORDING IN THE OFFICE OF THE REGISTER OF DEEDS OF DAVIE COUNTY. x t� SITE o •ORCHARD PARK DR. DATE ZONA(G ADMINISTRATOR, BERMUDA RUN SYCA1lORE RIDGE DR. VICINITY MAP NOT TO SCALE PROPERTY CURVE DATA ' I CURVE RADIUS LENGTH CHORD BEARING C1 175.00' 58.98' 58.70' 549'50'22"W THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, C2 250.00' 0.85' 0.85' S41'29'05"W RIGHT-OF-WAYS, STREETS AND AGREEMENTS, IF ANY, C3 250.00' 1 1.1 1' 11.10' S38'48'31"W ' OF RECORD OR THAT WHICH MAY HAVE BEEN ACQUIRED C4 200.00' 84.35' 83.73' N68'05'30"W BY PRESCRIPTIVE USE, AND WERE OR WERE NOT LOT 11 VISIBLE AT THE TIME OF OUR INSPECTION. THE BOUNDARY AND PLAT SHOWN HEREON IS SUBJECT TO ANY o ' CEDAR TRACE FACTS THAT WOULD BE OBTAINED FROM A FULL AND CID P.B. 7 Pg. 91 ACCURATE TITLE SEARCH, NOT FURNISHED TO US a AS OF THE DATE ON THIS PLAT. a t NO NCGS MONUMENT FOUND WITHIN 2000' ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES a PRECISION= 1:20,000+ NOW OR FORMERLY , \ I WFBRCC, LLC °� g°� G B 201 P9. 370 ❑�� 160, NOW OR FORMERLY J X52 WFBRCC, LLC D.B 201 Pg. 370 UNMARKED I 10• UTILITY EASEMENT _- NB4 36'20 E 1" N84'36'20"E POINT CABLE Bax 79.99 FOUND IRON 10' UTILITY EASEMENT PHONE BOx CONTROL NOW ABANDONED AND VOID 79.98' j GORIER p Oma' I IRON (TIE) 1" IRON 0.40' FOUND FOJND CONTROL n l CORNER I 6' BERMUDA RUN WEST I I / �e e°S•c X26 °sae LOT 31 REVISED CEDAR T I LOT 33 25,966 sq.ft. ,��Po I SYCAMORE GLEN C 0.596 acres eIF°'� I-OT 34 ZONED CR-CLUB RESIDENTIAL GLEN I p.13. 7 Pg' 60 N o U / LAT 31 REVISED SYCAMORE � IP.B. 7 Pg. 60 � Q WNERS Z a P R X W. WAYNE FRYE, 1 C. ' BR549, LLC I P.O. BOX 191 1000 VII 5TH ST. KING, N.C. 27021 WINSTON—SALEM, N.C. 27101 fo CV� EASEMENT !N TELEPHONE: (336) 983-9264 TELEPHONE: (336) 723-2221 ACCESS & UTILITY EASE E LINE SIGN Posr / SHOWN AS SCALED FROM RECORDED PLATS a M30 G R) PK NAIL CURB AE OUND C JP ( 4 THE PURPOSE OF THIS PLAT OF SURVEY IS TO COMBINE LOT 31 , RECORDED IN PLAT BK. 7 CD_ j PFou NA NDIL G� PAGE 91 AND LOT 32, RECORDED IN PLAT BK. 7 LEGEND SYCAMORE RIDGE DRIVE PG. 60. HEREAFTER TO BE ONE CONTIGUOUS PROPERTY IM (PRIVATE) LOT REFERRED TO AS LOT 31 REVISED, BUILDING FOOTPRINT -- - - RIGHT OF WAY LINE MINIMUM BUILDING LINES BERMUDA RUN WEST, CEDAR TRACE. — — — — — LINE FROM DEED OR PLAT x/F NOW OR FORMERLY FRONT YARD SETBACK = 35' C) EIP z Q NIP NEW IRON PIN PON IN SIDE YARD SETBACK = 10' FARMINGTON TOWNSHIP, DAVIE COUNTY, N.C. CL) NPS NO POINT SEI REAR YARD SETBACK = 20' SURVEY DATE: OCT. 20 2005 3 -D- PP POWER POLE T HYD HYDRANT z ❑ TB TRAFFIC SIGN BOX OUPTON & ASSOCIATES PA 0 TV CABLE TV PED. a' ❑ TELE TELEPHONE PED. ENGINEERS - PLANNERS - SURVEYORS > LP LIGHT POLE GRAPHIC SCALE ® ME= WATER 0 20 40 BO 160 2200 SK PKWY SUITE 2LAS RE� i Q CO SEWER CLEAN-OUT WINSTON-SALEM, NORTH CAROLINA 27103 c Q YI YARD INLET TELEPHONE. (336) 723-2459 CB CATCH BASIN I FAX. (336) 761-1425 ( IN FEET ) inch = 40 ft. 12231 -05C z HADD BY.• SPIJ at * V pQ�(_ z V II Owners Certification Surveyors Certification Surveyors Certification for Subdivision Review Officer Plat Approval Davie County Register of Deeds ! WE HEREBY CERTIFY THAT I AM WE ARE THE OWNERS OF THE HARRIS B. GUPTON HARRIS 8. GUPTON L-1845 certify to one or more of the ( ( ( 1 I, ___ _ Certify that this plat was drawn by me from ! Professional Land Surveyor, Number following as indicated b an x: Plat Registration PROPERTY DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION 9 Y JURISDICTION OF DAVIE COUNTY AND THAT I HEREBY ADOPT THIS SUBDIVISION an actual survey made under my supervision ( description recorded in Deed Book A. That the plat is of a survey that creates o subdivision of land within the area of a count or municipality f^ .� PLAN WITH MY FREE CONSENT, ESTABLISHED MINIMUM BUILDING SETBACK p y Y P Y I, �sl.�(-✓a�ttwR� Review Officer of Davie County, certify FILED FOR REGISiRAlION AT �� O'CLOCK M Pege ___ _ ) that the ratio of predsion as calcu!ated exceeds I:1t1000 feet; That hos on ordinance that regulates parcels of land; that the ma or fat to which this rtificaton is affixed meet all statutory T LINES AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES 8. That the plat is of a survey that is located in such portion of a county or municipality that is unregulated p P ry This the Day of 1J'0-CCM O�Com_ 200 AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. that this plat was prepared in accordance with S. 4/ 30 as amended. as to an ordinance that regulates parcels of land; requirements for recording. Witness my original signof , re ' ion num a an C. That this plot is of a survey of an existing parcel or parcels of land; and retarded in Plot Book Page Page BR 549 LLC Signature L-1845 X D. That this plot is of o survey of another category, such as the recombination of existing parcels, a court APPROVED 1 '�` Q MIT s)0w•.p g Review'Officer FILING FEE PMfk� " ' ILogr Reg of Deed �� ordered survey or other exception to the definition of o subdivision; 4;114W ofe sional Land Surveyor Licer�aa be I, '��D e `� �r0SIT- E. That the information av 'oble to this Surveyor is such that I am unable to make a determination to the best 9Y. L SIGNED this the Day of �t��r ••••"• �i of m ofe of bi os to provisions contained in A. through D. above. This the Day oftF��'� 200 DATE ME R MANAGER ��`yssion0�• i' DAVIE COUNTY, NORTH CAROLINA � '�'°r�°'* � Deputy DAVIE COUNTY-NORTH CAROLINA 4\ Sgn�jre L-1845 DAME COUNTY, NORTH CAROLINA CLARK LIVING TRUS Sea P fessional Lan urveyor License Number DAVIE COUNTY-NORTH CAROLINA s t-7845 dp TO TO / " !�� 1 SIGNED y0'l��Cy SUN •Q��`� 11 r STATESVILLE 40 WINSTON-SALEM DATE GEORGE T. LARK TRUSTEE N8 "E SIGNED 99.36' C• «� NOW OR FORMERLY i __ DATEE DEBORAH W. CLARK TRUSTEE __ ----- 1 58 "REVISED" 11 -- BERMUDA RUN WEST i o PHILLIP M. BARGOIL "SYCAMORE GLEN" '��%r-SIGNED ,Z52 1 PB 7, PG. 148 11 Co N I SITE G s w w f N DATE JACQUELYN OWNER H. BARGOIL 1; Ln 1 12,071.603 sq.ft. 1660 1 0.277 acres o �+ 1 48 11 '0 11 m 11 NOW OR FORMERLY a 1 SIGNED DATE 1 1 rn `I 1 VICINITY MAP - NOT TO SCALE 111 1 00 , 156 BERMUDA RUN WEST 1`1 i N�7 4625E 11 1, 111 155 ; "SYCAMORE GLEN" VINCENT E. CICCARELLO 1 11 138.00' 1 1 1 PB 7, PG. 60 A1 1 1 DATE �SlNEDGOWNER 11 11 11 EIPEIP CAROL E. CICCARELLO 11 `II 49 1 N 11 84 67' %� 84.63' 169.30' 1 to'SSIGNED 61ll - lL Z 1 l 1, 1\ N8S22'51"E 1 DATE OWNER rt 1OD 1\ Ip 1 1 It 1 _ `,� 10,760.312 sq.ft. GREGORY ANDERSON `1 0.247 acres 11 ` �1 i 00 I CERTIFICATE OF APPROVAL OF 1 ` 5 5 1 _ oI In � BERMUDA RUN. NORTH CAROLINA %'Z. Z.I W 1 1 4625"E 1 0. l \` 1 o wi N r.z SIGNED 1 1 N 1 w 1 1 A � I "I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN DATE OWNER 1 1 134.p0' 1 w O l o to D 1 1 1 O' rn �: 1 19,829.059 sq.ft.� - C; m HEREON HAS BEEN FOUND TO COMPLY WITH THE SUBDIVISION ` �^ REGULATIONS FOR BERMUDA RUN, NORTH CAROLINA, SHA ON ANDERSON 1 0.455 acres m I AND THAT THIS PLAT HAS BEEN APPROVED FOR RECORDING SIGNED-- IN THE OFFICE OF THE REGISTER OF DEEDS OF DAVIE COUNTY. SIGNED L -T{' DATE OWNER 11 ;ten `n 1 110,759.165 sq.ft r r s \ °<o\ f .' ;1 Ja ZZ D� CHRISTOPHER J. LESLI 1 1 q' S� \N p . j C - 03$ t qty 11 0.246 acres �� '��` \�q��`e°FSS3, �'' �k 2 DATE ING ADMINISTRATOR, BERMUDA RUN SIGN D /�I o �� pCfASEM DATE O NE 6� EIP 1 1 e p DCE g �E\p SUSAN T. LESLIE \7A� � � 1 DRIVE A A6 r I-� 7 ' /(/��)��G 1 Zito E \\� 46 C4ATE R/LY) Q 34 0° _5LJ SIGNEDAA A 11 135•p0 ` NIP DATE OWNER 1 1 0 -k 0, - _ -- 1 � 1 \ 10,828.557 sq.ft. �,\ w 56 1 1 . \` EIP \ -�- 1 ` N MICHAEL W. PHILLIPS CONTEIP 0.248 acres CONTROL 11 � w. CORNER 11 ; 102115106 ` 54 `�/`rte 6 SIGNED DAt OWNER 1 11 \ t1� N 1 It c0, O_ \ N •J KATHRYN P. PHILLIP -A. Nt ` o -A 1 `\ 5 � 1 X", NOW OR FORMERLY SIGN 1 1 146.459 sq.ft. ' \ `" �, `\ BERMUDA RUN WEST AT o E NOW OR FORMERLY 1 �^ ' 14, q. �, ` „ „ 1 In0.3240.324 acres \ rN \\ SYCAMORE GLEN WFBRCC, L.L.C. 11 -,11 �o° o ` 1 - " �"'� 52 � \ 9,842.694 sq.ft. PB 7, PG. 60 PIN: 5871494124 j 1;� ', \\\No y-A \ 0.225 acres "REMISED" `` -24'4° , - " FINAL PLAT 1 14,066.422 sq.ft. \ \ S7�_ 0.322 acres \\\\ \ M THE PURPOSE OF THIS REVISION IS S;7 21'40 W TO RELOCATE PLACED ACCESS EASEMENT it It 11 19127, EIP TO ACTUAL AS-BUILT LOCATION OF THE LEGEND 11 `II Sa 36'45"w __ ___ - EXISTING 25' CURB & GUTTER STREET PROPERTY LINE II L1 1 10, UTIUIY EASEMENT ----- & UTILITIES NEAR LOTS 49,50,51,52, BUILDING FOOTPRINT EIP 1 EIP _____------" NOW OR FORMERLY 53,54,55 & 155 -- RIGHT OF WAY LINE CONTROL WFBRCC, L.L.C. - - -- - - - LINE FROM DEED OR PLAT NOTES CORNER N/F NOW OR FORMERLY PIN: 5871494124 = THIS PROPERTY ISUBJECT TO ANY AND ALL B�'R11UI��4 RUN TY�',f5'7' M QQ EIP EXISTING IRON PIN EASEMENTS, RIGHTT OF WAYS, AND AGREEMENTS OF RECORD PRIOR TO DATE OF THIS PLAT 0 NIP NEW IRON PIN PORTION OF "SYCAMORE GLEN" N o NPS NO POINT SET THIS PROPERTY IS SUBJECT TO EASEMENTS REVISION OF ACCESS EASEMENT FOR RECORDED IN DB 201 PG 374 NOTES: Cv PP POWER POLE CENTERLINE DATA LOTS 49,50,51,52,53,54,55 & 155 HYD HYDRANT ZONING R-12-S LINE I DIRECTION DISTANCE Ir o TB TRAFFIC SIGN BOX BUILDING SETBACKS L1 S82'36 45"W 15.05' OWNER-DEVELOPER : BR549, LLC L2 S70'30'00"W 34.41' 1000 WEST FIRST STREET O TV CABLE TV PED. 35' Front L3 S70'30'00"W 80.00' Cu ❑ TELE TELEPHONE PED. 10' Side L4 N12.13'35"W 80.00'CC) WINSTON-SALEM, N. C. 27101 U >4r LP LIGHT POLE 20' Rear L5 N12'1335"W 44.15' TELEPHONE 336/724-5553 L6 S67'02'40"E 37.53' CD OO WM WATER METER L7 S67'02'40"E 30.36' FARMINGTON TOWNSHIP / DAVIE COUNTY, N.C. .11 Li ® CO SEWER CLEAN-OUT PORTION OF PROPERTY AS RECORDED IN [�J YI YARD INLET CENTERLINE CURVE DATA PB 7, PG. 148 AND PB 7, PG. BO c CB CATCH BASIN CURVE RADIUS LENGTH CHORD I BEARING DATE: NOVEMBER 23, 2005 SCALE: 1" = 40' GRAPHIC SCALE C1 200.00' 9.28' 9.28' N72'16'31"c 0 TOTAL ACRES BY DMD = 2.344 CD C2 150.00' 24.25' 24.22' S16'51'26 C3 150.00' 221.13' 201.64' S63'43'i 2"E to 40 U 20 40 BO 160 C4 75.24' 122.65' 109.51' N58.08.10"W GUPTON 8t ASSOC/AYES PA ENGINEERS - PLANNERS - SURVEYORS C.) 220CC WINST ON-SALEM, NORTHSILAS CREEKKWAY CAROLINAIT E CL 27103 cn ( IN FEET ) TELEPHONE: 336 / 723-2459 CD 1 inch = 40 ft. U-) NOTE: NO GEODETIC CONTROL MONUMENTS FOUND WITHIN 2000 FEET, SHEET 1 OF 1 JOB NO: 12060-04C P (a-+ U. S. HWY. 158 /A/� I (We) hereby certify that I am (We Are) the owner(s) REVIEW OFFICER'S CERTIFICATE /�,� GLr�i✓o'� �f TO CLEMMONS-$ FID FOR REGISTRATION AT ^�r O'CLOCK ��J I herby certify that the subdivision plat shown baron has �•70 MOCKSYILLE 7 g of the property described hereon, which is located in ��ey �M __ d��p�. Review Officer of Jit been found to comply with the 3fibdivision regulations for I County J Le N e. 13 , 2O�(� AND RECORDED IN PLAT the subdivision jurisdiction of County TT�9 .3+4 II �1 1 Bermuda Run, North Carolina, and that this plat has been and that I (We) hereby adopt this subdivision plan certify that the map or plat to which this certification is affixed S11 z BOOK �, PAGET�. FILING FEE �_� PAID approved for recording in the office of the register of deeds with my free consent, established minimum building meets all statutoryquirements for recording. /� `•' M. BRENT SHOAF - DAVIE Co. REGISTER OF DEEDS. of Davie County. setback lines and dedicate all streets, alleys,walks, Approved By: � � V z -/ _ parks, and other sites and easements to public This The_13 Day Of 7uvl e_ 20_!9L_(_0 ORC Ga�ia.� � !i�_ D ZS or pri use as noted. �DP,gRK BYy oor � North Carolina — Day County ►-� SYCAMORE RIDGE OR ,, ASSISTANT Date ` Ing Administrator DR. O ops 0 BERMUDA RUN ° � ^er at ` co WEST qp r LOCATION MAP (NOT TO SCALE) 1" IRON PIPE FOUND (CONTROL CORNER) 1" IRON PIPE FOUND (CONTROL CORNER) S89042'22"E 152.39' S89044'31 "E 96.49' NOTES: 43 - 1• THIS PROPERTY IS SUBJECT TO ANY AND ALL RIGHTS)-OF-WAY AND OR EASEMENT(S) WHICH MAY OR MAY NOT BE OF RECORD AS OF THEN 16°5932"W 17.07' RBF DATE OF THIS SURVEY.AND MAY NOT BE VISIBLE UPON THE GROUND. `� REVISED AREA tO REVISED AREA 13,900.69 Sq. Ft, Ln 11 042.76 S Ft. 2. FOR THE BACK DEED REFERENCE FOR THIS PROPERTY SEE DEED BOOK o 1-3 + Q• 558 PAGE 451 (Lot 43) DB. 437, PG. 41 (LOT 42) N 19°45'01 "W 18,00' EIP \\ (0.319 ACRE) o A 5 N (0.254 ACRE) �• 2.8• 10.0 cV 3. THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OFA COUNTY N19045'01"W 5.48'•--/�\ 2> d. OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. z ` 19. THIS SUBDIVISION OF LAND MUST ALSO BE APPROVED BY THE CITY-COUNTY — , \ O< �9 FOUNDATION OF HOUSE (OLD PROPERTY LINE PER PLAT BOOK) t cn Ln `�CO (UNDER CONSTRUCTION) EXISTING BRICK M PLANNING BOARD AS MEETING THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS 7 AT PAGE 38 'Q ' EXISTING \�`,Y ��, o ' ' HOUSE BEFORE DEEDS ARE RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS. , c�n� � �0 s. 0 W i.s 6 3 10.0 4. THERE IS A HOUSE LOCATED ON LOT 42 AND A HOUSE UNDER CONSTRUCTION ON LOT 43 WHICH ARE LOCATED AND SHOWN ON THIS MAP. THIS MAP IS FOR RBF AO'r/y5to ` c� o, NIP 4 r BERMUDA RUN WEST 15.2' BOUNDARY INFORMATION ONLY FOR A PROPOSED CONVEYANCE OF A SMALL Ci .7 , ` � 2 16.9 TRIANGULAR SHAPE PORTION OFF THE SOUTHWEST CORNER OF LOT 42 WHICH ISNF.3Q9 ��,R� 11 d- ''SYCAMORE GLEN" TO BE ADDED TO LOT 43, THE AREA OF THIS SMALL TRIANGULAR SHAPED PARCEL 61 coo '� o PLAT BOOK 7, PAGE 60 1S 304.99 SQUARE FEET, WHICH IS 0.007 OF AN ACRE. ``�sF `\ -al (rt N O 0 5. BERMUDA RUN WEST BUILDING SETBACK REQUIREMENTS ARE AS FOLLOWS: I A�Tq�t� 29� , �ry ,Il 0% -,0REVISED PORTION V) , or304.99 SQUARE FEET FRONT : 35' w a a ` W �� (0.007 ACRE) SIDES 10' ZDI "0 20' REAR 20' Q�a I J °c,l G NAIL Fd. IN THE ROAD AT THE ` I � S.E. CORNER OF LOT 42 O `� S pl z \ 10.00 11 (St N89°34'50"W 24.50' (4D4 El 23.67' 2.5 (total) (TIE UNE) 1 0 % N89° ..W / 2.58' Q RBF ACCESS REVISION OF �o�EASEMENT o�Qy� /��oo �� / PT POINT NAIL Fd. IN THE ROAD AT THE 1 BERMUDA RUN WEST 30 ¢ �0�rp� / N.E. CORNER OF LOT 151 "SYCAIviGRE GL_EIJ" ?� PLAT BOOK 7, PAGE 14803 a� / 35•� / � �57-7°4702 W � i / 151 PRESENT Ow1VERSHIP / / BERMUDA RUN WEST LOT 42 : DALE C. MESSICK 164 SYCAMORE RIDGE DRIVE 4 6ADVANCE, N.C. 27006 PC POINT (DEED BOOK 437, PAGE 41) LOT 43 : F. CLAYBORNE CANADY 341-C HANOVER ARMS COURT WINSTON-SALEM, N.C. 27104 (DEED BOOK 558, PAGE 451) 30 0 30 60 90 GRAPHIC SCALE — FEET 1, RONALD LEE OXENDINE, PROFESSIONAL LAND SURVEYOR REVISED PROPERTY LINE IN LEGENDI t I t PROPERTY LINE I, RONALD LEE OXENDINE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER NO, L-3063, CERTIFY TO ONE OR MORE OFTHE FOLLOWING BERMUDA RUN WEST SYCAMORE GLEN MY DIRECT SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY \t`51111Tfth I�1• THE SURVEY CREATES A SUBDIVISION OF LAND IN AN ADJOINING LINES \`I ° \,N CARS�js� AREA COVERED BY A SUBDIVISION ORDINANCE. PRESENTLY RECORDED IN PLAT BOOK 7, PAGE 148 AND PLAT BOOK 8 , PAGE 102 E E E EASEMENT LINE DIRECT SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK � <<\s �f� �,aios [j2. THE SURVEY IS OF LAND IN AN UNREGULATED AREA. A PROPOSED CHANGE IN A PROPERTY LINE BETWEEN LOTS 42 AND 43 PAGE ; ETC,) (OTHER) ; THAT THE BOUNDARIES NOT SURVEYED y. Q �! t✓ i ❑ 3, THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS. NIP NEWLY SET IRON PIPE ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK ? �`� 7il F IELD - Q FA1 ❑ 4, THE SURVEY IS of ANOTHER CATEGORY, SUCH AS THE TAX MAP TOWNSHIP COUNTY STATE BOOK DATE EIP EXISTING IRON PIPE PAGE ; THAT THE RATIO OF PRECISION AS CALCULATED _ ° .w+ `" - �a RECOMBINATION OF EXISTING PARCELS OR A COURT EIS EXISTING IRON STAKE FOUND IS 1: �5.000;THAT THIS PLAT WAS PREPARED 1N ACCORDANCE WITH =p'�, L 3063 Q•'LU ORDERED SURVEY, E-9 FARMINGTON DAVIE N. C. 38 APRIL 14, 2006 RBF REBAR FOUND G,S. 47-30 AS AMENDED. WITNESS MY OR I G 1 NAL SIGNATURE, ��, .�) yam'�� ,h � � � J � O•� ❑ 5, FROM THE INFORMATION AVAILABLE THE SURVEYOR IS � r r � SCALE - REGISTRATION C A L E PP POWER POLE REGISTRATION NUMBER AND SEAL THIS 1L DAY OF %��n.'.. ..',��```� UNABLE TO MAKE A DETERMINATION OF THE PROVISIONS TAX BLOCK RONALD LEE OXENDINE R/R RAILROAD Q,, L O /e�� r E O* LISTED ABOVE 1 N ( 1 ) THROUGH (4). SURVEYING 1 "= 30' R/W RIGHT-OF-WAY A.D. , 20�. �I,,,,ir�I� EP EDGE OF PAVEMENTo,�,�l y ,�.,,`�Q�`� � ,,,� - - d- �� TAX LOT N o. 5430 STYERS FERRY ROADNo.." CLEMMONS, N.C. 27012 JOB MAP SIZE NEW BC BACK OF CURB PROFESSIONAL LAND SURVEYOR (PLS) L-3063 RONALD LEE OXENDINE, PROFESSIONAL LAND SURVEYOR L-3063 BETWEENROPERTY INE LOTS 42 L& 43 PHONE: (336) 766-9970 L-3063 0611 81/ "C" (COORD. FILE 040871) SK 7 PO 37 O STATESVILLE To WINSTON-SALEM / 25 % CEDAR TRACE i U FILED FOR REGISTRATION AT -1_��_P�1.-p' CLOCK -40 24 ( SECTION I ) ? NC 159 I Q / / I 23 22 I 21 I O AND RECORDED IN PLAT BOOK PAGE -*3 1 z 68 I (65 Y \ , 16 / 20 I HENRY L. SHORE, REGISTER OF DEEDS. Of -, 0, I � L 66 SITE o - - I Or- ' (1 D7 / / VILLAGE DRIVE DATE AIrY �� S14*rt, �is4ero'f l LAs _N_ VICINITY MAP NTS I I 64 I S 4i / I 69 I 1 ` a °O 9 �♦ / 18 I I BY _ _v�C _- m O pi 19 D&I' - ASS I STANT I - - - � _ - - \ poi �� 00, ♦s o 3' ♦ �9 0 z n 603 SYCAMORE GLEN ' \ °° °°' ��♦,� ( SECTION 2 ) I 70 I R�pGE (� \h� E� $2 I ( OR WE ), THE UNDERS I GNED HEREBY ACKNOWLEDGE THAT I ( OR WE ) I SYC MORE/`' � b s3� NO O p5�`� go\9'T AM ( ARE ) THE OWNER( S ) OF THE PROPERTY SHOWN AND DESCRIBED �" s v a. C9 �p°\y °o• `OTq HEREON AND THAT I (WE ) HEREBY ADOPT THIS PLAN AND SUBDIVISION ACLS ALONG CiL OF STREETS WITH MY ( OUR ) FREE CONSENT AND UPON APPROVAL BY THE PLANNING LOT 13 AREA 150. FT. ) LOT It AREA (SO. FT. COURSE BEARING DISTANCE I _ - _-_,�� M \\ RA,TS> J� a° 84 s �♦ BOARD OF DAVIE COUNTY AUTHORIZE THAT THIS PLAT BE RECORDED IN 1z3 10,7za.z7 al 13, 128.56 cv °? 124 10,719.96 82 10,720. 15 THE OFFICE OF THE REGISTER OF DEEDS OF DAVIE COUNTY. 125 15,548.90 83 13, 109.88 RAD.: 250.00' TAN.: 2.91' � v / ? � \°� / O LEN.: 5.82' DELTA: 1'20'04" \ ` \ 62 \ 9/ / S \ ��j• 6 69 O ` 126 14,541.O 1 84 10,713.42 Cb L- 5 34'36'50'E 5.82' 61 83 2�� T T By, \ O� 86 g 127 91310.00 85 1 I,067. 1 6 RAD.: 250.00' TAN.: 20.49' 60 ` g ,y / Tq g 1\ 00, /! F �' �A �r 128 9,3 10.00 LEN,: 40.90' DELTA: 9'22'24" /Ty 129 15,746. 13 87 12,824.29 rj9 `�� e �^ A. 130 13,785.65 88 10,687.87 L-2 S 39°58'04'E 40.85' ` `,O 'h' Y Ali 'L S 2 1,C 131 1 1,039.00 89 10,695-34 \y' ss ti� a \�/ (88 g0 FyF O/ DATE OWN R' S NATURE 132 11,039.00 RAD.: 1500.1 TAN.: I I.OS' I �SENIEN� 6S, `�// 85 \�� \ (.S ` �M O °0. \Nl 'OG 3� 133 16,466.95 901 10,720.80 LEN.: 22. 1 I' DELTA. 0°50'40' 134 u11�11 ♦ A ° \ ( °p g �° C PRINT OWNER' S NAME HERE 35 Is,308.03 93 92 1s,s?o.zs L-3 S 49'46'04"E 22. I I' , ti \ �, ,h^J \ p,• rl, \ RAD.: 1500.00' TAN.: 0.74' i 9O ?9 D°� n�5`• O`_s ` $9 O LEN.: I.48' DELTA: O°03'24' / 20� ` V M� ,� 00, 136 9,308.01 94 9,909.37 4� 57 p0 O\ \ 137 9,308-01 95 10,775.37 L-4 S 50°13'06"E I.48' T \ \3•T P' `� 138 14.015.52 96 11,459.09 °rq �` \.a� ob \ `� � 90 go �S DATE OWNER' S SIGNATURE 38 13,430.75 97 12,794.61 RAD.: 1500.00' TAN.: 46.02' ( �♦ g 9 �7 6a LEN.: 92.01' DELTA: 3°30'53' 6; \ O P\, >9 ^� °O \/ 140 9,311-99 98 10, 128, 12 L-5 S 52'00' 14'E 92.00' �G 6S• `S6. ,�0� 63• ci O° �`L O \ F 141 10,642.27 99 10,054.96 `♦ 2 a9 s 125 \ �p ati 8 PRINT OWNER' S NAME HERE 142 9,31 1.99 100 10,720.78 RAD.: 1500.00' TAN.: 8.35' �� h \ g0 O ? 143 13,870.23 101 10,720. 12 LEN.: 16.69' DELTA: 0°38' 15" 3 �j S° B M 0' 144 16,162.33 102 1 1,724,25 L-6 S 54'04'48'E 16.69' COURSE BEARING DISTANCE �G \ Q �./ 2 Q Q, / 0R O \0,T DATE 145 9,332.08 103 12, 161.79 OWNER' S SIGNATURE RAD.: 150°.00' TAN.: 24.77' / p S O, 6, S ob 92 �O' \T.q 146 9,315.25 104 10,713.63 LEN.: 49.54' DELTA: I°53'33" RAD.: 1025,00' TAN.: 35.46' "' Q� C(,/ o F/) ul �� 6 / 6/\ �j O v 9 ♦! 147 13,355.77 105 10,731.3 1 LEN.: 70.89' DELTA: 3'57'46" k / ` L-7 S 55°20'42"E 49.54' j h �' 2' \ 148 16, 139.48 106 16, 10°.06 v h1' s g° / `� o' L PRINT OWNER' S NAME HERE L-24 N 34°53'03'W 70.88' 2i GT 126 F B•/ 0 ^i p` 149 13,047.60 107 12, 1 16.82 RAD.: 200.00' TAN.: 20. 16' D, 123 O v' �a �^ M �3 ` 4J O \ s\! O p, 6 s° \ `L' ^� 150 16,553. 10 108 10,701.26 LEN.: 40. 18' DELTA: II°30'42' RAD.: 1°25.00' TAN.: 31. 14' / p \ \� \ / �� 6 O '7 93 y1 •9S• \ LEN.: 62.25' DELTA: 3'28'47" � O• S L-8 S 50°32'07'E 40. 12' / 0 i ,� (� O°j s 4, 9�•6i / ,`� S2/ 900 q/AO5 00 ,h0 ♦\ "\ I_ 1pg 11, 108.24 / u' v.9 0 O 2 O' 110 11,089.30 L-25 N 38'36' 19'W 62.24' J' s O. 6, / /��F' \ 9• 70 RAD.: 200.00' TAN.: 0.25' S � iso 127 c� T �+jp� g \ 111 11,425.57 1zz \o. . /P o \ 94 0 LEN.: 0.50' DELTA: 0.08'34" RAD.: 1025.00' TAN.: 17.35' . \ F\2T 2 �� + h.ei / g� T,glOyA � M 3\ 00, `� IIz 10,941.90 LEN.: 34,69' DELTA: I°56'20" / S° Y 'S �' a'• �a 5 O/• O O L-9 S 44°42'29"E 0.50' / \ 6 s 'O \9 /GF, 2 y O M 1 1 3 10,574.71 L-26 N 4 1'18'53"W 34.69' Off' r; Q' / 'yh ,� O- 6, A�•/ P-G s' 133 9 g O p,• rD 1 114 11,839.97 RAD.: 200.00' TAN.: 24.42' / 'S' Q .� v S° 128 F / /` , /� ^� 0` ` �`'J 121 �, 6, / / i \ , S° 2 ` 95 / IIS 10,38 1.63 LEN.: 48.60' DELTA: 13°55'2T RAD.: 1025.00' TAN.: 37.59' / O 0� g s ✓� ^� O O ` ---- LEN.: 75. 15' DELTA: 4°12'04" / F a v� D. q,2%O 5• �' g' 2' M °3� g,S ` 116 10,358.42 L-10 S 37°40'29'E 48.48' /O S N 9o°00'0 E 129 O, 6, \y �O�,� O�l�1 /,/ \ \ ^j 1 17 10,891.72 L-27 N 44.23'05"W 75. 14' O `P s' 6 c� �L RAD.: 200.00' TAN.: 24.95' 82°04'35"E 64.27 f L_33 F 60/ �D, U' 132 °' �.,� 66 3 ��• 0ti 96 `I 1 18 10,894,23 LEN.: 49.64' DELTA: 14'13' I I• RAD.: 1025,00' TAN.: 12.36' \ 165 00' B6°34'04'E O /h 0'SO g. \ O LEN.: 24.71' DELTA: I°22'53" ♦ O 89,05'/ 1 L-32 `LO.�P i 'S 119 11,016.27 L-1 1 S 23°36' I O•E 49.5 1' ` N 90'00'00'E 6/ O h � Q .� O \ M 120 13,250.3 1 L-28 N 47'10'33'W 24.71' _E 9� 5 -� -(0 (� �j 21 1 \ , 25. 18' / 'p v� / p s B h Q °� _ 1 121 I 1,873.84 RAD.: 80.00' TAN.: 16.09' 9 ti / V` RAD. : 1025.00' TAN.: 20.57' ti ! 120 { 6 131 O 6 O \ 6 N LEGEND 122 10,773,62 LEN.: 31.76' DELTA: 22°44'46' ♦ ,/ 2 / F g. 9 o• •(�` �' ( ` g2 LEN.: 41. 13' DELTA: 2°17'57' 4�, 0'6, i ! ` V' `�' � O• 6 4,, \aS J s, o �,° L-12 S 03°08'24'W 31.55' R6,, �pc'\O^h/ �J ,/ �� J� �` �S �� p, /i C� \ 55 w EIP EXISTING IRON PIN OR PIPE L-29 N 49°00'58•W 41. 13' ,.,� 9 0 97 1 NIP NEW IRON PIN OR PIPE RAD.: 80.00' TAN.::2 I.68' 6•.♦ ti p• 'p �? S O A Q O �, 6+, 0• / / 'T LEN.: 42.35' DELTA: 3O' 19'54' RAD.: 1025.00' TAN.: 2.58' ��/ j 119 'LS 130 O- 6, ��j' 2 2 p �? 135 10 �° / I LEN.: 5. 16' DELTA O°17' 19" J�. G� 7,`'J h O y S, �` b• / G PK P. K. NAIL L-13 S 29°40'44'W 4 1.86' \ ti ` >' d \ p,° L-30 N 50'18'36'W 5. 16' �'T♦ \O r� /S+S' y �� p� / � \ A \ PT POINT RAD.: 80.00' TAN.: 1 1. 1 8' •3` g ` \ h'O p0 '� 138 �- 6, //. '\ a •a' 135.96 1 RR R. R. SPIKE RAD.: 65.00' TAN.: 21.97' 10 �n OI„ LEN.: 22.22' DELTA: 15'54'45' 6' O P nJ \ /e B 1"`� s° F 1 h s o 6' W 1 ❑ STONE LEN.: 42.38' DELTA: 37°21'2 I' \ O ` S O II,P S� i� \/3' /h� 143 �p'A S 8 I°4 L-14 S 52'48'04"W 22. 15' Off,♦ °' c� sst• B' PQ' �� c? 77. /2• S, w POWER POLE L-31 N 31'46'35"W 41.63' ♦ \ G / N"J i m o 0 CL RAD.: 80.00' TAN.: 17.51' O 0 T O S u' S7, - O LEN. 34.49' DELTA: 24.41'54' RAD.: 65.00' TAN.: 7.60' q! \ ` \ T0q(v �'' GO eb� 137 �� 6, 10/ / .- w 1 9$ °- N SLP SECURITY LIGHT POLE LEN.: I5. 14' DELTA: 13°20'33' g0 �°(, fir°• (` \�6' i� S, 6•/g� 2� s 142 °�,�6, o 1 TP TELEPHONE POLE L-15 S 73°06'24'W 34.22' L-32 N 06'25'37"W 15. 10' N`♦ 09, a ` 117 \S p, / 6// �sO F 0� p o 1 2' 1 OWNER( S ) NO NCGS MONUMENT WITHIN 2000' Sp° �•j (, S w 134. RAD.: 80.00' TAN.: 11.75' `D `?0 O O �' `'� / h `�' Q' w 46' OI W C.! RAMEY DEVELOPMENT CORPORATION ALL UNDESIGNATED SYMBOLS ARE POINTS. LEN.: 23.33' DELTA: I6°42'42' RAD.: 65.00' TAN.: 7.60' �'\ O p, �C !� 138 6' /'h° 9 O v' A ? S 610 LEN.: 15. 14' DELTA: 13°20'33' ♦ ` y ` 2 L-16 N 66°I I' 18"W 23.25' / g ati 0` A BO F 'h / C, s0, v�, 6((` `O v' L-33 N 06°54'56'E 15. 10' 4'{♦j�\ p ,5 _7,A o 6 / 141 i p 99 ° 1 POST OFFICE BOX 11840 \ O ! 1 ( ` s, 1 O O m WINSTON-SALEM, NC 27116 NOTES: RAD.: 80,00' TAN.: 12.59' °g, 118 O !, \ 6'/ P5 0� u� `� -+ LEN.: 24.98' DELTA: 17'53' 17' RAD. 65.00' TAN.: 16.02' /6p` Q• \ pT / �'3° `? p' i OqP O I I ( 336 922-4000 LEN.: 31.42' DELTA: 27°41'55' ` "� / /55 0 v' -p ( I) THIS PROPERTY IS SUBJECT TO ANY AND ALL L-17 N 68°53' 1 8"W 24.88' /�• �' / 9 �� 0' 140 0', 6, p��0 '� h 9 u� p 1' 1 EASEMENTS, RIGHT OF WAYS, and AGREEMENTS L-34 N 27'26' l0'E 3 12' ♦ > ` ` e / P F °' A• \h O I°W 4' RAD.: 80.0°' TAN.: 20.49' ♦ S rl, o�• (� / p, .` i p,0 h1 S 8 1°46' 1• OF RECORD PRIOR TO DATE OF THIS PLAT. Y LEN.: 40. 12' DELTA: 28°44'04' RAD.: 65.00' TAN.: 7.49' 'O �` \� 115 5's '-`,� 0' ``� 'l• � �,1 � p W LEN.� 14.90' DELTA: 13°08' 16' R6\ O 139 °�,6' �7�\ k� �� O /OJT Om m 1 100 p I (2) THIS SURVEY WAS PERFORMED WITHOUT L-18 N 45°34'38•W 39.70' /n- /S,` O 1� THE BENEFIT OF A TITLE REPORT ANDDOES L-35 N 47°5 I' 16"E 14.87' ��vv O♦ 6 144 I p O O NOT THEREFORE NECESSARILY INDICATE ALL RAD.: 80.°0' TAN.: 4.OI' S., 5° O -+ REFERENCE: LEN.: 8.02' DELTA: 5°44'44" Q�� ly\ TS �`�\M1j(0, G^ 4 6 1°0° u3,° o 1 D ENCUMBRANCES ON THE PROPERTY. �O CC ♦ °�' O c\ \\\ / Q� �, c' 1 134.01' I BEING PART OF THE PROPERTY OF L-19 N 2a°20' 14'W a.02' S 114 `� Q °♦ � "' �', 1,45' 57"W THE RAMEY DEVELOPMENT CORPORATION (3) THERE ARE IRON PINS PLACED AT ALL RAD.: Io25.00' TAN.: 19.51' BOJ O o �P o S' •Q v S 8 w 1 DESCRIBED IN DB 201 PG 358. LOT CORNERS AT THE DATE OF THIS PLAT. 6' \� ` PQ ° -\ 145 p, // N ° LEN.: 39.02' DELTA: 2°10'51' ` 0' `J 0 D, \ 1 I S <0 6 1 TAX MAP D8 ; PARCEL 26 L-20 N 26°33' 18"W 39.01' 3�0 C y0,6° 6' ��6\� __rA O �°(� �6. / 0 101 °° (4) THIS PROPERTY IS SUBJECT TO EASEMENTS S G GO G�� ,a, / w - I DESCRIBED IN DB 201 PG 374. ♦ sr. '� O RAD.: 1025.00' TAN.: 26.99' `S�,\ \ Sup S+ �O. AC', � .a LEN.: 53.96' DELTA: 3.00'59' S• 113 G ,y1 148 // 1 0 ct I 0O, 1 ZONING CLASSIFICATION R-12 (SPECIAL USE MINIMUM BUILDING LINES (R-12) L-21 N 29'09' 13"W 53.96' 6\ O \F, �� 2• i O134. W 1 FRONT YARD SETBACK - 35' e P 0 PLAN UNIT DEVELOPMENT AS DEFINED RAD.: 1025.00' TAN.: 14.30' 6� AL1 19 150 m S 81°46 01 o BY DAVIE COUNTY REGULATIONS. SIDE YARD SETBACK - 10' aq �, / ro _ REAR YARD SETBACK 20' LEN.: 28.59' DELTA: I°35'S3' \\ per, h6 p,2 0 !N 147 F6` PGGe L-22 N 3 1°27'39'W 28.59' RAD.: 1025.00' TAN.: 5.75' �i \ °� ; `h•O°/O �'51�0 /0'�y.° / O /^ 00 00 200 300 LEN.: 11.50' DELTA: 0°38'34' �\ 6 h'l P / / h Y /,3 ^ IN L-23 N 32'34'53"W 11.50' q �p 6\ '�� O OZ \ /6 / Al 7Z,0,/3' � 13 �aA' mss° INS GRAPH IC SCALE - FEET ( X ) THIS SURVEY CREATES A SUBDIVISION OF LAND IN AN Z� 111 w 2 / \yy.hA 103 O I AREA COVERED BY A SUBDIVISION ORDINANCE \ 6 �"E ° 148 ° �' py �h• �,.� /cv ( ) 2. THIS SURVEY IS OF LAND IN AN UNREGULATED AREA O o 3 h 9 19 Ad, ( ) 3. THIS SURVEY IS of AN EXISTING PARCEL OR PARCELS CERTIFICATE OF APPROVAL BY PLANNING BOARD \\ °°, 6� o�4 m F a` �/ so9 9s. ( ) 4. THIS SURVEY 1S of ANOTHER CATEGORY, SUCH as THE F THE DAVIE COUNTY PLANNING BOARD HEREBY APPROVES THE RECORD PLAT FOR N �A G v,\ / a�b�ti /9, \°a / RECOMBINATION of EXISTING PARCELS OR A COURT ORDERED SURVEY ��KrNWJ)A IZ��J /„mss i - Cl{ESTi.�ur ►ZtfX�l� \ lto O ca \- toa DAVIE COUNTY FARMINGTON TOWNSHIP NORTH CAROLINA ( ) 5, FROM THE INFORMATION AVAILABLE, 1 AM UNABLE TO �\ / /�' /3 ' DETERMINE PROVISIONS ( 1) THROUGH (4) Q,\ 6 g� (, -J \ 6�` QS, u. / REVISIONS o g9, , MARVIN S. CAVANAUGH and ASSOCIATES, INC - �-- �\ °° 6\ 3 �a \ oma_ X25 -, o0 \ DATE CHAT AN, DAVIE COUNTY CANNING BOARD �` N ��6 uJ1 105 9/L �pP�. No DATE BY POST OFF ICE BOX 84 \ N 00°00'00•W W y / C DANBURY, NORTH CAROLINA 27016 336-593-8119 MARVIN S. CAVANAUGH s\ 47.83' ~ in = FSO`�6 ,� 1 6/26/98 DKA Cy 109 O m o 09,90• O \ O g(� o ° 1 / O fk 2 Q'\ °° \g'3 a O°°o 1 z 9� �o �/p� C/C Qo SURVEY FOR: I, MARVIN S. CAVANAUGH, CERTIFY THAT UNDER MY DIRECTION AND CERTIFICATION PLANNING DEPARTMENT/REVIEW OFFICER 'A r16 L5 � z Lu I /y> R_ O\ 3 FINAL SUBDIVISION PLAT APPROVAL °� \ _ N loe \\1<< `i THIS MAP WAS DRAWN FROM AN ACTUAL FIELD SURVEY MADE BY MARVIN S. CAVANAUGH v\ a / O v 0 BERMUDA RUN WEST O AND ASSOCIATES, INC. DEED REFERENCE RECORDED IN BOOK 201 , PAGE 358 THIS IS TO CERTIFY THAT THIS PLAT MEETS THE RECORDING REQUIREMENTS < 108 �y m o iy /pj� 4 THAT THE ERROR OF CLOSURE AS CALCULATED BY COORDINATES IS 1 ; 10000+ OF THE UNIFIED DEVELOPMENT ORDINANCE SUBDIVISION REGULATIONS FOR \ h O w /a DAVIE COUNTY. °6 �' N o la co "CHESTNUT RIDGE" THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM CA _1 \ Q b� Dc" DEED OR OTHER INFORMATION; THAT THIS MAP WAS PREPARED IN ACCORDANCE Q�NOI5TR I f�N .lil�lr O/lC Z 1 BP° ,L _Q C W1 ___ REVIEW OFFICER OF DAVIE COUNTY, \ \� WITH GS 47-30 AS AMENDED WITNESS MY HAND AND SEAL THIS = 9 CERTIFY THAT THIS MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED 1 ,� DRAWN BY SCALE DRAWING NO. aJ DAY OF�(v,�t 19 98 LSE 48 MEETS ALL STATUT Y RE :1REIMES FOR C G. \ / DKA I nCh= 100 feet r \ Z 9 P APPROVED \\o o- 91.60 /� suavEla JP RECTOR OF PLANNIN /REVIEW OFFICER O O/ lug/ - --- ST GP --___r5--- CHK'D DATE HE t4 9 8 THIS THE I�____DAY OF L. 19 N 89 9' 59"W N.C. REGISTERED LAND SURVEYOR L-1148 NORTH CAROLINA - DAVIE COUNTY MSC MAY 20, 1998 ( SECTION 3 ) Q P(4 Owners Certification Surveyors Certification Surveyors Certification for Subdivision Review Officer Plat Approval Davie County Register of Deeds I WE HEREBY CERTIFY THAT I AM WE ARE THE OWNERS OF THE HARRIS B. GUPTON HARRIS B. GUPTON L-1845 certify t0 one Or more Of the Plat Re Istration ( ) ( ) O l C� that this Plat was �n by me frau I Professional Land Surveyor, Number following as indicated by an X: PROPERTY DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION {A}��a�_' {/�� JURISDICTION OF DAVIE COUNTY AND THAT I HEREBY ADOPT THIS SUBDIVISION on actual money mode under rry supervision ( descriK*n recorded in Z9&Hk-* Plat Book 7 A. That the plat is of a survey that creates a subdivision of land within the area of a county or municipality I Raview Offer of t7ovie �,,,,ty PitED FOR RE TqN AT CLOgc —sem— y PLAN WITH MY FREE CONSENT, ESTABLISHED MINIMUM BUILDING SETBACK P 60 that the . of an as dated exceeds 1:10,000 feet; That has an ordinance that regulates parcels of land; LINES AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES °� ) 1E that the map or plat to h thin certification is meets OR statutary AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. that this M in rrce G. S. 47-30 as arrnnded. B. That the plat.is of a survey that is located in such portion of a county or municipality that is unregulated Ls for TtMe the pay of Plat as to an ordinance that regulates parcels of land: n9 N4tnex nrY = C. That this plat is of a survey of on existing parcel or parcels of land: MW m in PkA Book Page L-I845 X D. That this plat is of o survey of another category, such as the recombination of existing parcels, a court APPROVED ;2 .BREW 5"CAIF R549, LLC 55 ordered survey or other exception to the definition of a subd{vision; eves am FEE P I of r essional Land Surveyor License Number E. That the informs' n available to this surveyor is such that I am unable to make a determination to the best BY: / This tta Day of NOVEMBER 2005 of proff7ep 1 ility as to provisions contained in A. through D. above. This the Day of 200 7 Ammistunt,/ Deputy SIGNED DATE MEMB MA AGER DAME COUNTY-NORTH CAROLINA """' DAVIE COUNTY, NORTH CAROLINA , sgraturo L-1845 DAME COUNTY, NORTH CAROLINA Q fessional Land Surveyor License Number DAVIE COUNTY-NORTH CAROLINA ALA CHER CON TRUC ON, INC. CERTIFICATE OF APPROVAL OF INTERSTATE 40 S E A L ` '_� _ BERMUDA RUN, NORTH CAR❑LINA SIGNED _ _ "I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN DATE PRESIDENT = :r L-1845 9 - HEREON HAS BEEN FOUND TO COMPLY WITH THE SUBDIVISION N.C. HWY. 158 y ?Q REGULATIONS OBERMUDA S U R V Q�, ANDHATTHISA PLAT SBEENNCAROLINA,, NORTH APPROVED FOR RECORDING IN THE OFFICE OF THE REGI ER OF DEEDS OF DAVIE COUNTY. 00 L-01 cower I oRcnARD PARK DR. ATE ZONING ADMINISTRATOR, BERMUDA RUN srcAr� VICINITY MAP LOT 7 5 NOT T17 SCALE j 1 LOT 7 6 I � 1 (TIE ONLY) i N62'50'38"E PtP p THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, 11.33' RIGHT-OF-WAYS, STREETS AND AGREEMENTS, IF ANY, 1 N83•22'S0"E � TELE, I 131.00 n OF RECORD OR THAT WHICH MAY HAVE BEEN ACQUIRED 11/ I BY PRESCRIPTIVE USE, AND WERE OR WERE NOT PN S PIK crit VISIBLE AT THE TIME OF OUR INSPECTION. THE BOUNDARY 7 4 AND PLAT SHOWN HEREON IS SUBJECT TO ANY o m LOT FACTS THAT WOULD BE OBTAINED FROM A FULL AND CONTROL ACCURATE TITLE SEARCH, NOT FURNISHED TO US Co CORNER rn i qo Co m T 77 ` J AS OF THE DATE ON THIS PLAT. r 1 CI Z LO ft.f +' NO NCGS MONUMENT FOUND WITHIN 2000' cp � - 9,172 sq- 1 r) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES 1 n A 1 ➢ � PARCEL ID: E915060077 � UpA RUN WEST PRECISION= 1:20,000+ rn I BERM r+ AREAS BY COORDINATE COMPUTATION O ➢ ��n ? GLEN ----- ----. z � � I T 7 7 A N _SYCAM�� __--- TTI 393 sq. ft.t ElP I EIP I !'� PLAT BK. 7 P9 60 1 z BENT t7 { 7' -� wE 131.02 -tELE11 z b N 83-22'50 NIP i PSK T LlN S 83'22'54" N ,,3 1.02 `` a 01ODPIK n I LOT 73 W it i U1 �� t THE PURPOSE OF THIS PLAT OF SURVEY IS LOT 54 1 -) 00Z LOT 78 TO SHOW A RECOMBINATION OF PROPERTY 10.668 sq. ft.: ' ORIGINALLY RECORDED IN PLAT BK. 7 PG. 60. PARCEL ID: E915060078 j� (Tl _ CB z� pip COURSLANE o _. LINKS 1 EL' EIP Z � sa3z�c2"W I � LOT 72 BERMUDA RUN WEST PSK SET i I ,N CURB "SYCAMORE GLEN", COKTRO 19.3 t r LOT 1 56 1 CORNER curb � 4�et I LOT 79 4 1 ; LOTS 77 A 78 REVISED ui CIO INNERS\DEVELOPER ALAN FLETCHER CONSTRUCTION, INC. BR549, LLC r, 4512 COTSWOLD RD. 1000 W 5TH ST. TOTAL AREA SURVEYED: 20,233 SQ. FT.t PFAFFTOWN, N.C. 27040 WINSTON—SALEM, N.C. 27101 TELEPHONE: (336) 924-4651 TELEPHONE: (336) 723-2221 LEGEND PROPERTY LINE FARMINGTON TOWNSHIP, DAVIE COUNTY, N.C. Y' BUILDING FOOTPRINTMINIMUM BUILDING LINES SURVEY DATE: NOV. 01 2007 ' — — — — E RIGHT OF WAY LINE LINE FROM DEED OR PLAT FRONT YARD SETBACK = 35' P/K P/K NS oTxERxrsE NOTED)FOUND (UNLESS YARD SETBACK = 10' GUETON & ASSOCIATES PA r OO EIP EXISTING 1' IRON PIPE GRAPHIC SCALE REAR YARD SETBACK = 20' ENGINEERS - PLANNERS - SURVEYORS OO NIP NEW 0.5" REBAR SET 2200 SILAS CREEK PKWY v PIP 0.5" REBAR PLACED 30 0 15 30 60 120 SUITE Z-B a 13 TELE TELEPHONE PED. WINSTON-SALEM, NORTH CAROLINA 27103 CB CATCH BASIN I TELEPHONE: (336) 723-2459 4 FAX: (336) 761-1425 { IN FEET } L, 1 inch = 30 rt. 12388-07C CADD BYE SF'N FILED FOR REGISTRATION AT �� Z 37.7 loM O' CLOCK ,Bk -7 P& 37 TO STATESVILLE 1-40 TO WINSTON-SALEM ( X ) I. THIS SURVEY CREATES A SUBDIVISION OF LAND IN AN AND RECORDED IN PLAT BOOK -7 PAGE :� AREA COVERED BY A SUBDIVISION ORDINANCE HENRY L. SHORE, REGISTER OF DEEDS. ( ) 2. THIS SURVEY IS OF LAND IN AN UNREGULATED AREA NC 158 ( ) 3. THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS _ 7- /3 -/998' ( ) 4. THIS SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS OR A COURT ORDERED SURVEY / O DATEt� 5. FROM THE INFORMATION AVAILABLE, I AM UNABLE TO OD SITE NG�vey L• Shore. ��IO� Q�A� r DETERMINE PROVISIONS ( I) THROUGH (4) Z ` THADJ, GINGHAM 1660 -- ASSISTANT MARVIN S. CAVANAUGH DB 155 PG 348 _TT_ VICINITY MAP NTS ll�V EIPO^ _!S 86034' 27"E 451. 28' -� EIP 0 to CONTROL 80.00' 0 o N 86°34' 27"W � to "CONTROL ao,oo' 80.001 8�-o S 86034' 27" E 869. 98' TOTAL 30.63' TIE o CALLS ALONG C/L OF STREETS 1 80.00' 80T0� u, a COURSE BEARING DISTANCE I I 0 80.00' 8- 0� 8O� 3.87'� z _ WFBRCC, LLC f 146. 11' - CO I w w 3 3 3 F- 'CONTROL o m RAD. : 1033.00' TAN. : 19,29' DB 201 PG 370 MI _ M 1p pmj O M iM 3 3 CORNER' I o LEN. : 38.57' DELTA: 2°08' 22" NI r` 11 O y o N 0 ® o M 3 3 N L-1 N 87°38' 38"W 38.57' o - m p _ i+, o v N n o O = ro 2 N f„I m N N ° �, ", N N OI wIo o in O o I" ® � rMi !n O � I LOT 14 AREA ( SO. FT. ) rn o _ 0 <°IfI FIM co ° d N N ' n \` � O O 1 20, 183.96 RAD. : 260.00' TAN. : 20.31' Z1 O w cn N I J� - o cO m m "' O' h� 00 I 2 14,485.47 LEN. : 40.53' DELTA: 8 55' 52" I cn (n 0 0 m M h _ p 0) 0 0 �� O m 3 13, 127.61 L-2 N 82°06' 39'W 40.49' _ T _ - -I PRS DRIVE - - CEDAR WAY 48' RAW 5 0! Iv 4 13, 120.03 RAD. : 260.00' TAN. : 10.60' I Q 60 OO - - O o° `,1 47.82' 32218• gO,Oo' 41 1 5 13, 120.04 LEN. : 21. 18' DELTA: 4°40' 02" L-II �' L �\ �-_O 80.00' 30.90' m p 2.75' �l 40,90' 29. I Ln S 67° 14' 29"W �O 39. (o' 6 13, 120.05 L-3 N 75 18' 35"W 21. 17' G� L-lo �� - L-2o - N 86 34' 27"W 545.34' 0�33�g9' / �k s ;oMNK1N AREA 94 A9° _ _ - TOTAL 016(�O ao 3 I.00' TIE 7 13, 120.06 RAD. : 260,00' TAN. : 19.80' O I 33 II 32 I 6�/ / r7 a \�'s \ o tial �;\Q>`, ig , 8 13, 120.07 LEN. : 39.53' DELTA: 8°42' 40" 34 I o/ 00 sy \ ae•moo i `�g�/q! 28 3 ! \ �/ EIP 9 13, 120.08 e P� 0 �. ��, o• a° / 27 \ o M O o ^'> r7 \A \5 I 10 L-4 N 68 37' 06'W 39.49' /�c F 12 b </ r / 0 0 0 _ o rn 0. 14,67 1.40 O \co o SBS N 29 N 30 o n 9 29•� I I 15,589.95 RAD. : 260.00' TAN. : 21.85' I I I / ` 9p 0 ` 41 ( 90• `n, rmi O a0 N 31 ( \A LEN. : 43.61' DELTA: 9°36' 34" I GT/\ 00 �a \�ti p91 O°j O� - o - o M o13 L-I< 9 6 12 I1,498.oi �� - 1 / /♦ 13 V F3• �3• �O 1• �\ to M \ 14 10,760.82 L-5 N 59027' 37"W 43.55' /yam ti 2J,y �� 26 �4 I O _ 2 ESS EA EMENT S 86°34' 28"E J R�47. Z RAD. : 260.00' TAN. : I>, 19' S! \ 9 O ys \ \� 00 �O• ��O O __ 284.49' TOTAL N O� I 15 10,681.01 LEN. : 22.36' DELTA: 4 55' 42" �2ty� O A �� ` `��'s O p 15,63' .A. iT-1.39 0 41 �� P 1 ' L fiL 16 10,688.27 5.$`5 O 11.39' i L-6 N 52° I I' 42"W 22.36' 66 14 `°� \ F'� is �9, ` 25 m 11.39' O 17 I I,462.20 Qo w w I Or N 18 10,953.22 RAD. : 175.00' TAN. : 10.45' c q O� \ q� h M w w vI P I \ in in O Z 19 1 1,6 14.8 1 LEN. : 20.88' DELTA: 6°50' 08" \ B02 �p°\ya' ! O v0/ M 24 o , o M o M - _ _ - - si 15 �a N z3 N . zz o O o zo � I WFBRCC, LLC I 20 9,272.86 L-7 N 53 08' 41"W 20.87' _ RAD. : 175.00' TAN. : 12.00' �O\� O `cO 00 P !`S \2 0 o `_r a N a W I DB 201 PG 370 21 10,080.01 ° / 3 ? b0 P' z o - I - I 22 10,079.97 LEN. : 23.97' DELTA: 7 50' 52" 8„ 9? `� O F s z z z - I 23 10,079.93 L-8 N 60°29' II°W 23.95' SYCAMORE GLEN 65 � � /' 16 �, ` - - - m __ ( SECTION 2) Ste` \\ �O P 38_68' 31.32' - - 24 11,710.06 R co p L�.3 70.00' RAD. : 175,00' TAN. : 10,90' S 0 L_2 70,00' 31,44EIP 25 10,860.91 LEN. : 2 1.78' DELTA: 7°07' 49" _ _ - \\ �9 �O tea• to,95' N 86° W 202.75' �O L-I O ►� 26 9,309.63 L-9 N 67'58' 32"W 2 1.76' 1 p 48' R/W_ - I 27 14,008.51 RAD. : 175.00' TAN. : 33.08' ORCHARD PARK DRIVE , 00 28 22,082.28 LEN. : 65.39' DELTA: 2 I°24' 31' 64 1 \ �6 e��, ` 60 �a0\�h N rn 29 9,660,00 L-1 O N 82° 14' 42"W 65.0 1' - , / / \ 20/ C \\ �'9, 18 in 19 V N I 30 9,660.00 0 IM 1 31 15,48 1.37 RAD. : 175.00' TAN. : 7.69' 3 z O LEN. : 15,37' DELTA: 5°01' 52" �� I L-II S 84°32' 00"W 15.36' 19-63 \ / _7�0 81 dlp WFBRCC, LLC / \ N 86°34' 27'W 156.66' Y1 DB 201 PG 370 RAD. : 47.00' TAN. : 15.90' / / T \ TOTAL REFERENCE: I LEN. : 30,66' DELTA: 3 $2 7°22' 43" / BEING PART OF THE PROPERTY OF L-12 N 89°21' 00"W 30. 12' / / / ( THE RAMEY DEVELOPMENT CORPORATION RAD. : 47.00' TAN. : 59.62' >/ DESCRIBED IN DB 201 PG 358. LEN. : 84.90' DELTA: 103°30' 13" 01 TAX MAP D8 ; PARCEL 26 L-13 S 20° 12' :32'W 73.82' RAD. : 116.00' TAN. : 47.35' .< / /\ wZONING CLASSIFICATION = R-12 (SPECIAL USE ) LEN. : 89.90' DELTA: 44°24' 20• LEGEND: $3 / \ PLAN UNIT DEVELOPMENT AS DEFINED L-14 N 43°35' 20"W 87.67' m LEN. : 24.60' DELTA: 1209' I I" ( BY DAVIE COUNTY REGULATIONS, RAD. : 16.00' TAN. : 12 35' EIP EXISTING IRON PIN OR PIPE / \ I 0NIP NEW IRON PIN OR PIPE L-15 N 71°52' 06"W 24.56' P7 POINT NAIL \ / $8 \ I MINIMUM BUILDING LINES (R-12) RAD. : 116.00' TAN. : 8.75' RR R. R. SPIKE \ / / I FRONT YARD SETBACK = 35'SIDE YARD SETBACK 10' LEN. : 17.47' DELTA: 8°37' 45" \ El STONE / \ REAR YARD SETBACK = 20' L-16 N 82° 15' 34"W 17.45' POWER POLE RAD. : 50.00' TAN. : 25.01' SLP SECURITY LIGHT POLE \ / / \ I OWNER( S): LEN. : 46.38' DELTA: 53°09' I I" TP TELEPHONE POLE \ / 90 / \ RAMEY DEVELOPMENT CORPORATION L-17 S 66°50' 58'W 44.74 NO NCGS MONUMENT WITHIN 2000' \ / / \ POST OFFICE BOX 11840 L-18 S 400 16' 22'W 27.70' WINSTON-SALEM, NC 271 16 ALL UNDESIGNATED SYMBOLS ARE POINTS. .( RAD. : 50.00' TAN. : 18.61' (S Tj� \ / 9 I / \ \ ( 336) 922-4000 LEN. : 35.64' DELTA: 40°50' 07" NOTES: FST/�T EIpO L-19 N 60°4 I' 26"E 34.89' ON 'r�0 \ \ ( I) THIS PROPERTY IS SUBJECT TO ANY AND ALL 3 G RAD. : 50.00' TAN. : 5.40' EASEMENTS, RIGHT OF WAYS, and AGREEMENTS J ` / 100 Q 100 200 300 LEN. : 10.75' DELTA: 12° 19' 04" OF RECORD PRIOR TO DATE OF THIS PLAT. L-20 N 87° 16' 02"E 10.73' (2) THIS SURVEY WAS PERFORMED WITHOUT RAD. : 127.00' TAN. : 16.94' THE BENEFIT OF A TITLE REPORT AND DOES \ 93 GRAPHIC SCALE - FEET LEN. : 33.67' DELTA: 15° 1 1' 30" NOT THEREFORE NECESSARILY INDICATE ALL \ / / I (OR WE ), THE UNDERSIGNED HEREBY ACKNOWLEDGE THAT I ( OR WE ) ENCUMBRANCES ON THE PROPERTY. / / AM ( ARE ) THE OWNER( S) OF THE PROPERTY SHOWN AND DESCRIBED L-21 S 57° 19' 23"E 33.57' \ (3) THERE ARE IRON PINS PLACED AT ALL CERTIFICATE OF APPROVAL BY PLANNING BOARD \ / HEREON AND THAT I (WE ) HEREBY ADOPT THIS PLAN AND SUBDIVISION RAD. : 127.00' TAN. : 24.29' LOT CORNERS AT THE DATE OF THIS PLAT. LEN. : 48.00' DELTA: 2 I°39' 19" THE DAVIE COUNTY PLANNING BOARD HEREBY APPROVES THE RECORD PLAT FOR WITH MY ( OUR) FREE CONSENT AND UPON APPROVAL BY THE PLANNING (4) THIS PROPERTY IS SUBJECT TO EASEMENTS L�f� mwa4 12LA d 06%T1 -CEDAR IXAC6 BOARD OF DAVIE COUNTY AUTHORIZE THAT THIS PLAT BE RECORDED IN DAVIE COUNTY FARMINGTON TOWNSHIP NORTH CAROL INA L-22 S 75°44' 47"E 47.72' RECORDED IN DS 201 PG 374. THE OFFICE OF THE REGISTER OF DEEDS OF DAVIE COUNTY. -7- 10 - 919 9g REVISIONS MARVIN S. CAVANAUGH and ASSOCIATES, INC DATE CHAIRMAF, DAVIE COUNTY VANNING BOARD L7*^,c cwdop$0F*4 ��' No DATE BY POST OFF ICE BOX 84 7-/1-76 j_A 16/26i98. DKA DANBURY, NORTH CAROLINA 27016 336-593-8119 DATE O ER' S 6IGNATURE 2 SURVEY FOR: PLANNING DEPARTMENT/REVIEW OFFICER 3 1, MARVIN S. CAVANAUGH, CERTIFY THAT UNDER MY DIRECTION AND CERTIFICATION /gyp FINAL SUBDIVISION PLAT APPROVAL PRINT OWNER' S NAME HERE BERMUDA RUN WEST CAajj j,�,� THIS IS TO CERTIFY THAT THIS PLAT MEETS THE RECORDING REQUIREMENTS BY MARVIN S. CAVANAUGH THIS MAP WAS DRAWN FROM AN ACTUAL FIELD SURVEY MADE �� 4 AND ASSOCIATES, INC. DEED REFERENCE RECORDED IN BOOK 201 , PAGE 358A�� OF THE UNIFIED DEVELOPMENT ORDINANCE SUBDIVISION REGULATIONS FOR THAT THE ERROR OF CLOSURE AS CALCULATED BY COORDINATES IS I ; 10000 ,0 7 ,�� DAVIE COUNTY. DATE OWNER' S SIGNATURE "CEDAR TRACE THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM / SEAL I Gi�L�tlMo/1Lr REVIEW OFFICER OF DAVIE COUNTY, DEED OR OTHER INFORMATION; THAT THIS MAP WAS PREPARED IN ACCORDANCE 7 ------ CERTIFY THAT THIS MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED PRINT OWNER' S NAME HERE WITH GS 47-30 AS AMENDED WITNESS MY HAND AND SEAL THIS = S L•�148 Q DRAWN BY SCALE DRAWING NO. 24TH DAY OF APRIL 1998 3 r7♦ O MEETS ALL STATUTORY UIR NTS F R RDING. sV�� w,,� APPROVED DATE OWNER' S SIGNATURE DKA I inch= 100 feet IRECTOR OF PLANNING/REVIEW OFFICER (01e �� 2A �) CHK'D DATE 9 THIS THE _!�-__DAY OF__!;LOk'L-__-_--___19-98 MSC MAY 20, 1998 N.C. REGISTERED LAND SURVEYOR L-1148 NORTH CAROLINA - DAVIE COUNTY PRINT OWNER' S NAME HERE ( SECTION I ) 3k7Sq O STATESVILLE TO WINSTON-SALEM 1I / \ / \ \ 25 / O I CEDAR1TaNACE FILED FOR REGISTRATION AT �1" �7 • 0' CLOCK SECT1-40 NC 15e O O , 23 I 22 I 21 I O AND RECORDED IN PLAT BOOKPAGE �- I HENRY L. SHORE, REGISTER OF DEEDS. L S I TES /sso - - - _ _ \ 17 / / I I DATE r Q .'� \ / VILLAGE DRIVE �N- VICINITY MAP NTS I I oO 9 \ / 18 I B Y O �.� - ".0 W o Q °a// s \ / 19 I b'iPM�M - ASSISTANT a0/ 00 00 I 63 8p p`�Rg - J - - O o SYCAMORE GLEN �` \ a°9��' p� SECTION 2 /9 I OR WE ), THE UNDERSIGNED HEREBY ACKNOWLEDGE THAT I OR WE ) ( ) I 70 O \�' 0 I SYCI MORE R\% 82 5a` c9 ��9' AM ( ARE ) THE OWNER( S ) OF THE PROPERTY SHOWN AND DESCRIBED O \ T I i s y9B' jd\hip/ °o• �pTq� HEREON AND THAT I (WE ) HEREBY ADOPT THIS PLAN AND SUBDIVISION ALLS ALONG C/L OF STREETS _ J �\ / w �'0, \ ��/\ya y5 WITH MY ( OUR) FREE CONSENT AND UPON APPROVAL BY THE PLANNING LOT a AREA (SO. FT.)LOT a AREA (SO. FT. COURSE BEARING DISTANCE X n gg,�s? sp � BOARD OF DAVIE COUNTY AUTHORIZE THAT THIS PLAT BE RECORDED IN 123 10,728.27 61 3, 128.56 �� M F s• 5, 124 10,719.96 82 10,720, 15 \ = RAD. 250.00' TAN.: 2.91' co \ ? a �' \ THE OFFICE OF THE REGISTER OF DEEDS OF DAVIE COUNTY 125 15,548,90 83 13, 109.88 : \ d' LEN.: 5.82' DELTA: I'20'04' � 82 tl. / � .y• •69 � ,,,/�. 126 14,541.01 84 10,713.42 L-I S 34'36'50'E 5.82' \ 61 \ 83 ?� /� S B \� of 86 ` /)) /� �_/ /� - 127 9,310.00 85 11,067. 16 ^J //dam, V�iV E6�j�/�'L�•' ��' IF Tpr 9' a° O 80 \`/0, /�. (�T"^'� 128 9,310.00 86 1 1,337.67 RAD.: 250.00' TAN.: 20.49' 80 Q5`•y 9� C\ 5 � p0• /� u l ` ,Q 129 15,746. 13 87 12,824.29 LEN.: 40.90' DELTA: 9'22'24' \ \ `c'• / �3 D` N T/ �R/� ��' (`�O �� /�•0 130 13,785.65 gg 10,687.87 9� / 1 /1 13111,039-00 89 10,695.34 L-2 S 39°58'04'E 40.85' \ 6, \,,ao\,h/ �r \ M� pti 6 Y Fq �0/ 1. DATE OWNER' S IGNATURE RAD.: 1500.00' TAN.: 1.05' \ S S 6 `\~ / 85 (� 88 y1 O \SF AC / 132 11,039.00 90 10,744.89 LEN.: 22. I I' DELTA: O'50'40' \ �E N ` `S� / O h S O' "'r `� / f D 133 16,466.95 91 10,720. 10 G\tY Ep �� \ 5 O° nj� YT 3�0 C �/�M'F✓ tj. /g/1/NFiZ/^•r/ ! V /ilvy 134 3,879.83 92 10.720. 10 L-3 S 49'46'04'E 22. 11' , U11 ti ti Ip A9\ ? nJ p.� �"� 0' 89 80 11 135 91308.01 93 9,910.25 RAD.: 1500.00' TAN.: o.7a' 2p\ 19 �a \y s �� pp ` PRINT OWNER' S NAME HERE a 136 9,308.O I gq 9,909.37 LEN.: 1.48' DELTA: O°03'24' / g� g• 87 \ 5 °p o \ 137 9,308.01 95 10,775.37 L-4 S 50°13'06'E 1.48' T \ < �> 3 T a' 138 14,015.52 96 11,459.09 h, 6 S DATE OWNER' S SIGNATURE RAD.: 1500.00' TAN,: 46.02' '9( c'2 0\• M 9� O \s6° 139 13,430.75 97 12,794.61 LEN.: 92.01' DELTA: 3°30'S3` E O p\, >g, \ ^� p0• `/� 140 9,31 I.99 98 10, 128, 12 L-5 S 52'00' 14'E 92.00' 6\ S6• '�°� s3' S O° ^�� k 2 141 10,642.27 Be 10,054.96 g �8" PRINT OWNER' S NAME HERE �' \ ti° s 129 \ ya'a`� � e .F 142 9,311.99 100 10,720.78 RAD. 1500.00' TAN.: B.35' .(O 0 \ \ 91 y4./ O 143 13,870.23 101 10,720.12 LEN.: 16,69' DELTA: 0.38' 15' 3 �/ S° 6 tij ?/ y1/ •0p. \. a 4' ` 144 16, 162.33 102 1 1,724.25 L-6 S 54'04'48'E 16.69' COURSE BEARING DISTANCE 21 �' '` O �'/ �/ \ D�'/ Q p' a : o•"' `O, DATE OWNER' S SIGNATURE 145 9,332.08 103 12,161.79 v ?,O j p/ O \j• 146 9,315.25 104 10,713.63 RAD.: 1500.00' TAN,: 24.77' \� / p s' O. G,/ �' \ Ss° B \ / 92 .� LEN.: 49.54' DELTA: 1'53'33' RAD.: 1025.00' TAN.: 35.46' C(, 147 13,355.77 105 10,731.3 1 LEN.: 70.89' DELTA: 3'57'46' Dc / 6 s° L-7 5 55'20'42'E 49.54' u' '1- y° �'8.2 � �'/ 148 16, 139.48 106 16,100.06' h s, / a' cL PRINT OWNER' S NAME HERE L-24 N 34'53'03'W 70.88' G O Q F' / 0�'' F 6 Q "D , 149 13,047.60 107 12,116.82 RAD.: 200.00' TAN.: 20, 16' A j/ s�� 123 'Op u'6,+ g� 2/ �s. 128 �/B �^ \�� O j3 `\ 150 16,553. 1 O 108 10,701.26 LEN.: 40. 18' DELTA: 1 I°30'42' RAD.: 1025.00' TAN.: 31. 14' j pp \\ �,\�j. ��'' %, �, y /yA 93 y� 9S• LEN.: 62.25' DELTA: 3'28'47' p• S, t F 9 vk y, 6, S2 90 ry� 5 'f 109 I I,108.24 L-8 S 50°32'07'E 40. 12' / 9 %,y,Fy g Z s •O �, g0i /C\,\ /2 0o O °O ^�° `� 110 11,089.30 L-25 N 38'36' 19'W 62.24' / O\S J' 6 �' /0 �,• RAD.: 200,00' TAN.: 0,25 / s v+� '9� 5� mss+ 127 F /yE l0 \ ~j a� 94 BO \ III 11,425.57 122 \o. LEN.: O.50' DELTA: 0'08'34' RAD.: 1025.00' TAN. : 17.35' , 0, \ F\2j. '1'• C\ /u, 6,/ EP lq 4q .ij '00, ` 112 1 O,941.90 LEN.: 34.69' DELTA: 1°56'20' /�' / S° 'h� u' `T. 'S5• //�-1 O/, ^� O p \ 113 10,574.71 L-9 S 44°42'29'E 0.50' S �, 5 O ^1 L-26 N 4 I°18'S3'W 34.69' / Off' s+ 1•/ / s' 133 2g O p.• ti �� 114 11,839.97 RAD.: 200.00' TAN.: 24.42' / g'J' O F 0� �S° 128 F a/ /, J �94/ (\ \,y a O ,/ 115 10,381.63 / lzl �, s+ / O s s, /I- 95 / LEN.: 48.60' DELTA: 13'55'27' RAD.: 1025.00' TAN.: 37.59' O, „� e� g ✓ '7 LEN.: 75, 15' DELTA: 4'12'04' / F Mo- v' P. ,(,2% �h• �v'0, Q. , 90 a2' ` ^� 4,P �y�/ 8 S\\ 116 10,358.42 L-10 S 37'40'29'E 48.48' / N 90°00'0 E 129 0 `� �� k�. s/. - / 117 10,891.72 L-27 N 44'23'05'W 75. 14' S 82° O. 6', ., yl 00 '�6', O�i \ �3• RAD.: 200.00' TAN.: 24.95' 04 35"E 64.27 f v L-33 F 6�/ / `r O �� 6 • O O 118 10,894.23 LEN.: 49,64' DELTA: 14.13' 11' RAD.: 1025.00' TAN. 12.36' \ 165 00� 6°34'04'E O / 2 O, 132 F/ /� �� ^' 96 LEN.: 24.71' DELTA: 1*22'6' g9.05'/ 1 L-32 �'�'Ci S° s0w�/ I 1 19 1 1,016.27 L-11 S 23°36' 10'E 49.5 1' N 90.00'00'E 0 g.0/ O g •( `�� Y p.�P •(P 1 120 13,250.31 G g 121 11,873,84 L-28 N 47'I O'33'W 24.7 I' , 25. 18' < / / y •O �j O \ 122 10,773.62 RAD.: 80.00' TAN.: 16.09' A, \ O / s O. 6, p O s' 6 5• O� - 1 LEN.: 31.76' DELTA: 22'44'46' RAD.: 1025.00' TAN.: 20.57' \\ /3 120 a/ti „+ 2 \ \i/ y Pt 131 �, v/�a g6 53 O 1 �6 art; N LEGEND LEN.: 41. 13' DELTA: 2°17'57' lo L-12 S 03°08'24'W 31.55' g6\ �,R�\ / `S3 / �c� P. ! �� EIP EXISTING IRON PIN OR PIPE L-29 N 49'00'58"W 41. 13' i 0� Q, � y i RAD.: 80.00' TAN.: 2 I.68' S6,\ �,62 L/ v O u' \G� d A p s ��•u'O. /e/9 / 0 97 w 1 NIP NEW IRON PIN OR PIPE LEN.: 42.35' DELTA: 30°19'54' RAD.: 1025.00' TAN.: 2.58' /L� �`!/ j 119 F, S 130 O. G, j0 `Z 2 O�� u' 135 16 �o / 1 L 3 \ O 4j h /�� / S, Cc \ PK P. K. NAIL LEN.: 5. 16' DELTA: 0°17' 19' \ J'� � , .y° \ P)4B F 0•y- DO2�2 � � � 6• ; L-13 S 29'40'44'W 41.86' S• �J 0 p• V I PT POINT L-30 N 50'18'36'W 5. 16' �'? O p� \�S. y rl i , P p RAD.: 80.00 TAN.: 1 I. 18' 3\ \ O° s0, 138 i9�.`�6', //� Alto. 135.96 0 1 RR R. R. SPIKE LEN.: 22.22' DELTA: 15°54'45' RAD.: 65.00' TAN.: 21,97' G, 60 pti 0' LEN.: 42.38' DELTA: 37°2 1'2 1' \ 0 \^J i8S 0'G�� S, coo, w S 8 V°46 01 W 14 L-14 S 52'48'04'W 22. 15' Tp�` p, 116 �� S9.0g" 9y. P�� \ tJ F. f/ / g 0, O cn 1 ❑ STONE L-31 N 31°46'35'W 41.63' p�2' i `r' o POWER POLE o �, 0' �o 98 O Cn SLP SECURITY LIGHT POLE RAD.: 80.00' TAN.: 17.51' O T O ° iP G, v� P- o LEN. 34.49' DELTA: 24'41'54' RAD.: 65.00' TAN.: 7.60' \ �cO 9( GO �6� O, 137 F 16 q /;31 w I LEN.: 15. 14' DELTA: 13'20'33' 9p a`L�r0• �\ ��6- i� S, /6•y•' tik S� 142 •O�,�0+, �9 to TP TELEPHONE POLE L-I5 S 73'06'24'W 34.22' L-32 N 06'25'37'W 15. 10' 2�♦ 0g, 117 \ �'S p, // s° F �� a'w 134. 12' O _ OWNER( )= NO NCGS MONUMENT WITHIN 2000' RAD.: 80.00' TAN.: 11.75' Sp\ ti� 0 3 S� �' /hN amu' P• OI"W IW LEN.: 23.33' DELTA: 16°42'42' RAD.: 65.00' TAN.: 7.60' 2�, O p, �C O 138 S° /'S� y 'p '(�`1 w S 81°46' RAMEY DEVELOPMENT CORPORATION ALL UNDESIGNATED SYMBOLS ARE POINTS. LEN.: 15. 14' DELTA: 13'20'33' /\ y �°g O F "\ s' 0�. 6`+ QQ' 0 Ut L-I6 N 86'11' 18'W 23.25' 6 ati 6. ,9 6 /�� 141 i a 1� POST OFFICE BOX 11840 L-33 N 06°54'56'E 15. I O' �\ �"� O .Ip �PS /`pS, O `'l°"� 99 00 I fT1 NOTES: _ WINSTON-SALEM, NC 27116 RAD. : 80.00' TAN.: 12.59' RAD.: 65.00' TAN.: 16.02' /s\ p8• a 118 �O (� ,\.1 �,, P\' I ( 336) 922-4000 LEN.: 24.98' DELTA: 17'53' 17' p A °'� / s `':� Q' i O� 1 LEN.: 31.42' DELTA: 27'41'55' �"J .9 /,\�� p v' �� \, cn ( I) THIS PROPERTY IS SUBJECT TO ANY AND ALL 0� 140 v'. S. D. O 'l 'C`�' 29 0'• 01' O W L-17 N 68°53' 18'W 24.88' \ O \� /gb' / S° F V oo 'J •gyp 6g, 134• W 1� EASEMENTS, RIGHT OF WAYS, qnd AGREEMENTS L-34 N 27'26' I O'E 3 1. 12' ? , g5 , v� 0 �' \ 01" RAD.: 80.00' TAN.: 20.49' R° g1 S 8 1-46 1•� of RECORD PRIOR TO DATE OF THIS PLAT. LEN.: 40. 12' DELTA: 28'44'04' RAD.: 65.00' TAN.: 7.49' LEN.: 14.90' DELTA: 13'08' 16' 6\ 'S \ O O O+ ('j\i D 0 I I (2) THIS SURVEY WAS PERFORMED WITHOUT 139 �, 0 O °, 100 O p L-18 N 45°34'38`W 39.70' �. /3.,` Q F Q ip0 2 !(, -4 THE BENEFIT OF A TITLE REPORT AND DOES L-35 N 47°5 I' 16'E 14.87' \ 'S p• �7 p; O♦ \ 1 2 2 S 144 1 p o 10 NOT THEREFORE NECESSARILY INDICATE ALL RAD.: 80.00' TAN.: 4.01' p � S+ ? `L �- �G 2s �a h o° _o_ Nr 1'4 REFERENCE: LEN.: 8.02' DELTA: 5°44'44' 9 /y\ S a ,y 2 / cP EpSEME n ENCUMBRANCES ON THE PROPERTY. / \ per' \ O \ 0 \\� /_. / y h5 o- p�� /�s� m ?1134 O Ir BEING PART OF THE PROPERTY OF L-19 N 28°20' 14'W S.OZ' G C Spy 114 C\ V 0, �, 45'S7"W THE RAMEY DEVELOPMENT CORPORATION (3) THERE ARE IRON PINS PLACED AT ALL s LOT CORNERS AT THE DATE OF THIS PLAT. AJ S_g 1�_ RAD.: 1025.00' TAN.: 19.51' 6' // O6, �� ` �o P� pd O FQ F�9 �\/ a 1 DESCRIBED IN DB 201 PG 358. LEN.: 39.02' DELTA: 2'10'51' �`� a P ,(p� �G �S° 145 j/6� O 1 TAX MAP D8 ; PARCEL 26 (4) THIS PROPERTY IS SUBJECT TO EASEMENTS \, / y 06- °° 101 O L-20 N 26°33' 18'W 39.01' O "'d'° SS h° 6'\ GO QG u'� �'� ��P /, 'w o O I DESCRIBED IN DB 201 PG 374. RAD.: 1025.00' TAN.: 26.99' S O, d', \\, LEN.: 53.96' DELTA: 3°00'59' 113 'l 148 '\/ 1 ZONING CLASSIFICATION R-12 (SPECIAL USE) MINIMUM BUILDING LINES (R-12) S6\ <�\ 922 ,S° F moo° / n 134,00' 0 1 PLAN UNIT DEVELOPMENT AS DEFINED FRONT YARD SETBACK - 35' L-21 N 29'09' 13'W 53.96' /L s R\ \ `' c?O�� yy g ro 8(°46' 01•W O ' BY DAVIE COUNTY REGULAT I ONS, SIDE YARD SETBACK 10' RAD.: 1025.00' TAN.: 14.30' GF' S I REAR YARD SETBACK 20' LEN.: 28.59' DELTA: 1'35'53' \\ �, N 56 Q2 9 `ice 147 A�8 P/pp Om O F 1 L-22 N 3 I'27'39"W 28.59' Gam\ \ 112 \ �0• /\�`LI s al 102 O RAD.: 1025.00' TAN.- 5.75' \ •� \h ) /' 100 0 100 200 300 LEN.: 11.50' DELTA: 0°38'34' '{.\ acq 5`7 v6, �c�• i �•, h/ X30• !3• m �N L-23 N 32°34'53'W 11.50' 6\\k4�� n as \ 96\ o N fQ ti\ 111 N� �`�s° GRAPHIC SCALE FEET ( X ) 1. THIS SURVEY CREATES A SUBDIVISION OF LAND IN AN O s hM' 1 o O) AREA COVERED BY A SUBDIVISION ORDINANCE \ cp "� f 0� 148 6'p ��, p� ��y� 103 le ( ) 2. THIS SURVEY IS OF LAND IN AN UNREGULATED AREA CERTIFICATE OF APPROVAL BY PLANNING BOARD p S° ( ) 3. THIS SURVEY IS of AN EXISTING PARCEL OR PARCELS �\ O 6\ RO�� o��, F -��ap0 09,19 / ( ) 4. THIS SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE THE DAVIE COUNTY PLANNING BOARD HEREBY APPROVES THE RECORD PLAT FOR /�, pa RECOMB INATION OF EXISTING PARCELS OR A COURT ORDERED SURVEY 110 \10 5 \6ti DAVIE COUNTY FARMINGTON TOWNSHIP NORTH CAROLINA i ) 5. FROM THE INFORMATION AVAILABLE, I AM UNABLE TO /�' DETERMINE PROVISIONS ( I) THROUGH (4) Q'\ REVISIONS °33 � MARVIN S. CAVANAUGH and ASSOCIATES, INC DATE CHAIRMAN, DAVIE COUNTY PLANNING BOARD �\ O N6\\36 $ �� 105 /9 No DATE BY POST OFF ICE BOX 84 s N 00*00'02LX W Y /�, O , C/ DANBURY, NORTH CAROLINA 27016 336-593-8119 MARVIN S. CAVANAUGH �\ 47.83' in = gSO G , \i 1 6/26/98 DKA cp S 109 O m a 09,9p O /00l \��O cJ\ 0 ro w o I , o \�, z 12/08/98 DK \3S $ 0°00 I= GC, Q SURVEY FOR: PLANNING DEPARTMENT/REVIEW OFFICER �\ N 6 5 y Z w I /y> o\ 3 1, MARVIN S. CAVANAUGH, CERTIFY THAT UNDER MY DIRECTION AND CERTIFICATION o �2 FINAL SUBDIVISION PLAT APPROVAL - 108 O� \�0 BERMUDA RUN WEST THIS MAP WAS DRAWN FROM AN ACTUAL FIELD SURVEY MADE BY MARVIN S. CAVANAUGH 9<\ k N o W / \\' Q0 AND ASSOCIATES, INC. DEED REFERENCE RECORDED IN BOOK 201 , PAGE 358 THIS IS TO CERTIFY THAT THIS PLAT MEETS THE RECORDING REQUIREMENTS \ l0e �h m b iN /�iJ 4 THAT THE ERROR OF CLOSURE AS CALCULATED BY COORDINATES IS I ; 10000+ OF THE UNIFIED DEVELOPMENT ORDINANCE SUBDIVISION REGULATIONS FOR \ h M D, DAVIE COUNTY. C) I a 'S "CHESTNUT RIDGE" THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM \ 07 p� oJa / Q yJ. DEED OR OTHER INFORMATION; THAT THIS MAP WAS PREPARED IN ACCORDANCE I __Tol4FqS. �-+.c\1-t1vHp/1E REVIEW OFFICER OF DAVIE COUNTY, WITH GS 47-30 AS AMENDED_WITNESS MY HAND AND SEAL THIS CERTIFY THAT THIS MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED , DRAWN BY SCALE DRAWING No. 10 DAY OF�.L Gr Aa4 19'9"? MEETS ALL STATUTORY REOU I EMENTS FOR R CORDING. \ / APPROVED - _ DKA I inch= 100 feet j / � ,� LJ - DIRECTOR OF PLANNING/REVIEW OFFICER \ °' 91.60' ._____ CHK' DATE THIS THE -_g -DAY OF 7T)_CCM lT,rZ 1999 N 89°59' 597W N.C. REGISTERED LAND SURVEYOR L-1148 NORTH CAROLINA - DAVIE COUNTY MSC MAY 20, 1998 ( SECTION 3 ) Q -7 C o 12'.6S A' CERTIFICATE OF APPROVAL BY PLANNING BOARD TO STATESV I LLE To WINSTON-SALEM FILED FOR REGISTRATION AT 0' CLOCK E IP O� -g 860 34, 27"E ^ THE DAVIE COUNTY PLANNING BOARD HEREBY APPROVES THE RECORD PLAT FOR 451,2$' TIE 1-40 AND RECORDED IN PLAT BOOK PAGE �OSL �� _ P - - - - - HENRY L. SHORE, REGISTER OF DEEDS. NC 158 •� \�� I DATE CHAIRMAN, DAVIE COUNTY PLANNING BOARD DATE p ,• SITE B Y �7 a"WiLi �/ W�.�G.rGG h� G O -N- / •9�PP"T?`- ASSISTANT 660 WFBRCC, LLC E'P 10' UTILITY EASEMENT--\ �1G QG CEDAR TRACE DB 201 PG 370 'CONTROL oTOTAA=r- \i EIP F��Zp\ O 00 CORNER' 0„E j 60"00' I ( S'6CT ON I ) rn N 82°54, 09"E N_84_36' 2- O-�O CONTROL vvp� VICINITY MAP NTS 7 N'3713 N N 8� 80.00 I coRNER" _ _ Lu _ ! w O 150• 'I 1 - S 89042' 22"E 278. 98_TOTAL __N 89°2_2' 06"E S 86°28_I9�E S16' 13' 16"E N 88°37' 16"E N 81° 1 1' I O�O g0 60 o w O O 1 i - N O --- ' 75. - O, a N _ - Irn ' CALLS ALONG C/L OF STREETS o 0 LOT # AREA ( s0. FT. ) 152.39' 96.59' 80.01' 80. 13' 0-----0 75, 13' w A ,Z-- 8 1.29' 80,20 N N m O N 32 I rn 32 12,834.6 �- � W 33 w - / \ z U) p 34 w 1 i/� T COURSE BEARING DISTANCE COURSE BEARING DISTANCE 33 10,844.07 S+ N 3 3 I 1 cn O w o 35 -N m w N ►o / �,/ 12 / \ 34 10,878.91 O w cn o+ N m m 'c\( RAD.: 150,oo' TAN.: 12. 15' 35 10,958.81 2O c'S, �, 42 rn i- 41 ti w v ntOi - �' w "' �' 3B w E Rip GE DRIVE m / \ RAD.: 250.00' TAN.: 5.55' LEN.I 24.25' DELTA: 9'IS'42' 40 �. w ° w W O ♦ LEN.: I I. 10' DELTA: 2°32'38' L-24 S 16'51'26'E 24.22' 1 �' ¢3 0 - - O r�, I 39 a �' N 37 p A �,f��R_�- - L♦\ 36 10,284.91 1 •e ORO M F rn W 38 iv W w N SY C H T/ L-I S 38'53'59'W I I. I O' RAD.: 150.00' TAN.: 136. 16' 01 37 10, 161.49 1 F - 0, - - Oo �I^_'of Q w m A-_ LEN.: 221. 12' DELTA: 84°27'47' 38 1 o,743.79 r I OI - N s m L_3 L-29 j Ty ♦ 13 RAD.: 250.00' TAN.: 36.67' 39 11,897.77 01 m _ I fn Ir, m _�� ` L-32 __ (�Z q C w N U - n - lT I- L-31 F ♦ LEN.: 72.82' DELTA: 16'41'20' L-25 S 63'43' 10`E 201.64' 40 10,928.60 ¢¢ _ _ _ L L-33 -�\ 8 / `rFy�\ RAD.: 150.00' TAN.: 4.64' i L-2 S 29'17'00'W 72.56' L-50 L-46 L_ � `3� \ i � y LEN.: 9,28' DELTA: 3°32'46' 41 10,812.78 1 O 5 O-v- O-��• �� -O L'36 l' \ / l ♦♦\ RAD.: 250.00' TAN.: 45. 19' L-26 N 72'16'33'E 9,28' 42 11,352.61 O 1 �, q8 -47 L-45 -44 O O L-38 L-37 /I 43 11,805.93 - L-42 It / �� \ LEN.: 84.301 DELTA: 24°08' 10' L' L-41 L-40 L-39 p nr / \ LEN.: 89.41 DELTA: 20 29 31 ACCESS EASEMENT-• 1 68 G .c _ ci y' - 1 / `� ♦ L-3 S l0°4 1'35"W 88.94' 44 14, 141.36 a 25"E vh c O w i 67 �Icp ♦\ L-28 N 68°07'02'W 83.69' 45 9,600.00 r N 77° N - cD ml I / \ 1 46� -� / � \ RAD.: 250.00' TAN.: 37.95' ► p0' ) a - - N O� O O 0 to 159.45' O Q LEN.: 75.32' DELTA: 17°15'43' RAD.: 200.00' TAN.: 29.88' 46 9,600.00 -a 120• w O N ^' Z Q -� O •a' m c .P - O N N 44"W ♦ \ LEN.: 59.51' DELTA: 17'02'58" 47 91600.00 m (�• � O 1� 1 75 1 0, D j 31•00 g g3°34 WFBRCC, LLC ♦ L-4 S OB'I I'03'E 75.04' 48 9,600.00 y O O 152 -� 1 O 1- i 44"W O 1 / DB 201 PG 370 \� L-29 N 88°43'06'W 58.29' w O 45 N 151 nl-! m 76 r^ 1 S 63°34' w l oo M / 49 91600.00 rn 1 NO 1 O D A 00' p° RAD.: 250.00' TAN.: 37.66' 50 9,600.00 m 1 O 1 m I 13 I D (� -HIS uj�I o 65 I -' 1 i !Z LEN.: 74.75' DELTA: 17'07'54' REN_ 27861. 230'DELTA:, 10.0'40539" 5 1 1 1,3 12.60 - O o q6 25„E w m �I A 13 1.00' 2.32' I S g3°22 S0"W 1 o Z cn 68 r 10 O D 1 L-5 5 25°22'5 I'E 74.47' L-30 S 82'25'06"W 2 1. 12' 52 13,494.00 WFBRCC, LLC , N 77 00' °' 1 196.79 O 830 22' S0"W Im 1 Y to p O y -1 O r I I 0 RAD.: 250.00' TAN.: Z.91' 53 9,842.79 DB 201 PG 370 ► 120• u N g30 22' S I„E 92,01' n Z S 0 -4 I 7¢ �I O o Oo - 1; � m 132.98 O 1 1 � LEN.: 5.82' DELTA: I'20'04' RAD.: 1786.30' TAN.: 24.32' 54 I O,828.39 1 1 104.78 O O I ryry Nlw . ,uj � 13 1•00' S Sao 34' 44"W Q5.82LEN.: 48.64' DELTA: 1'33'36` 00 Z. I 1 L-6 S 34'36'50'E ' 55 14,658.06 O ¢8 rn O N I 1 13 1.00' (*1 O p p S 830 34' 44'W I W 1=• L-31 S 8 1°17'58"W 48.63' 56 10,694. 1 O �t OD 0O O- W 1 N -p _v 1 CD I � (� RAD.: 250.00' TAN.: 20.49' O FFIIJ W �I 1" - / RAD.: 1786.30' TAN.: 15,77' 57 10,831.87 1 O w 153 w 1S4 ZI O N p S 83 22' 131.00 2.32' 0 50"W y Iy D 8¢ A LEN.: 40.90' DELTA: 9'22'24' 58 10,390. 15 z 1 77'46' 25" ON 1 O o o o a S 83°22' 50'W � °� 7 m O rn to \ o• lJ L-7 S 39'58'04'E 40.85' LEN.: 31.55' DELTA: I' 43' N ° p - W O v 69 N \ \ ♦ (� L-32 5 80'00'49'W 3 1.55' 59 10,358.57 120• �, - o LA -+Loo o O 1 �,, 0 0 ^ m N 135.03' O \ p0' p m c m �-+ 73 O w � / T RAD.: 195.00' TAN.: 54.47' 0 o w - w w - -1 1''1 to \ / \ (/T LEN.: 106.23' DELTA: 31'12'49' RAD.: 1786.30' TAN.: 26,82' 60 10,962.44 O I-C O O N Q z o 44"W r 1 �O D y 1 S 83 34' ♦ y LEN.: 53.64' DELTA: 1'43' 14" o W URSE LAN P C� 78 oo' o 61 10,847.28 W► O O �` LINKS Ca _ o �1 y m 13 I. _ O 1 oI 1 < \ \ ♦ Fq L-8 S 58'41'38'W 104.92' 62 14,601.34 ► 47 1 to - o :I rt < 50"W rn 13 I.00 O 1 s \ 81 ^\F` L-33 S 78'38'50"W 53.64' W -TOTAL ttt S 83°22 I �/\ 1� RAD. 622.69' TAN.: 9.07' s3 I6,858.00 U O 5 1'E 184.03' m 0) 00 O �i t, ^ 0 1 44"W 64 9,908.62 �, 0 46, 25" �Q N 83°�35, 84.67' a, 70 131.O0 �pN �Z I -+ O� S 830 34 1 I ♦`�' LEN.: 18. 14' DELTA: I'40'09' RAD.: 1259.81' TAN.: 13,40' o lrl �1 O O \ LEN.: 26.81' DELTA: 1'13'09" 77 92,01' .p -i 83°22' 50"W 10, O, 72 N O -+ � 1- 63 <� � L-9 S 75°08'01'W 1 8. 14' 65 12,191.4 1 1 N 120 00 -__ TS m w w .moi D - 1 1 \`I� s ` \\ L-34 S 78'23'48'W 26.8 I' 66 I8, 132.73 1 1 tP N�- D _ �'i 1 ♦ RAD. 622.69' TAN.: 24.33' m �, r w�' 00' m 70 ♦ LEN.: 48.64' DELTA: 4'28'32' O f RAD. 1259.81' TAN.: 9.70' 67 13,001.30 N 1 o N O W cp a m 131. G` e N 1 - °; 10 79 � 50"W I N w 10 �' 82 \ L-10 S 78'12'22'IV 48.63' LEN.: 19.39' DELTA: 0.52'55' 68 11, 135.00 O O W A 1 O S 83°22' N p 1 ' R �� 48 W o g cn o 0 o Z z�� 1 m E y MQ I♦ L-35 S 79'26'50'W 19.39' 69 12,445.00 ► ,O O O 158 �I0 -� LA ,aI m 5`C _ \ \ ♦ RAD.: 622.69' TAN.: 4. 18' 70 14,580,70 ► O 46 25" O i55 p D t 0 13 1.00� O I 71 p 1� L-9 \\ LEN.: 8.36' DELTA: O'46' 10' RAD.: 1259,81' TAN.: 21.02' 71 13,516.65 �, M 77° ,p 1 l0 $3022' 50"W L- O-O L'1 A& \ ♦ LEN.: 42.04' DELTA: 1°54'44' 00' m I nS 1 L-12 ♦ L-:,l I S 80°49'42"W 8.36' 72 9, 170.08 O 120• O 1 1� i 5 L-\4 -�- 2NO M \ \ L-12 S 81'12'48'W 13.89' L-36 S 80'50'39'W 42.04' 73 9, 170. I8 D ; \s4- 67' I,A - �rrl \ \\ t-1 84• O RAD.: 1025.00' TAN.: 4.72'74 9, 170.09 1 3 a 63 N 80N � lG Jo 'A �" LEN.: 9.44' DELTA: 0'31'40' RAD.: 1259.81' TAN.: 6.88' 169.30 O ON Z 1 T a LEN.: 13.76' DELTA: 0'37'32' 75 13,05 1.24 15 1 14,382. I S O 5 1"W \ 82 h 1 83°22' - Z 1 \9 6 2 t \ O W L-13 S 80'56'57"W 9.44' p u' S I a y \ 1"W �_ 'J` 83 \ L-37 S 82'06'47`W 13.76' 76 14,673.82 152 12, 182.93 O Op G- \-� �'m 81 cD- \ 77 9, 169.97 153 12,791.44 ' 25"E O 55 O D �� 2 0 w�\ O- RAD.: 1025.00' TAN.: 40. 13' RAD.: 1259.81' TAN.: 37.51' 78 11,058.76 154 11,961.85 1 N 77°46 \ \ CD m a, O� W 60 y\w 0' LEN.: 80.22' DELTA: 4'29'04' LEN.: 75.01' DELTA: 3'24'41" 1 120,00 O D 22 0 m- o� m o \ f 79 10,217.9Z 155 12,072.03 \ N 8•T6 23 L- Z W 59 N \ \ \4 O L-14 S 78.26'36"W 80.20' L-38 S 84'07'53'W 75.00' 80 13,410.30 156 11,006.58 o I O.'Ss 3 L' �- N O, y1\f 59• RAD.: 1025.00' TAN.: 9.80' O f O• VI\ O RAD.: 1259,81' TAN.: 21. 17' O 500 (� �A' 2 Vo N D $0,2 ° 35" 85 LEN.: 19.60' DELTA: I°OS'45' LEN.: 42.33' DELTA: 1'55'31' 4\'�0�3 c 2 ► a° cp 27 -t�W 5 7 \ 1 25"E O F'q O F 3A 263 X11 a _ 8 B0. _I�8�21 47 ♦ / L-15 S 75'39' I I'W 19.60' L-39 S 86'47'59'W 42.33' LEGEND: N 77°46 a sF� so 0o Oc W y 0 57 0° 75.0 -9�03 13"W ` RAD.: 1025.Oo' TAN.: 21.29' LEN.: 375798 1 DELTA. 18,1'43'0' O OO' m T 30 _ W ` , O /\6 S r \\ CHESTNUT RIDGE LEN.: 42.58' DELTA: 2'22'49' EIP EXISTING IRON PIN OR PIPE 1 IZ o_ 9.9A S 700 _ 56 v o \ 08 50,\6 ♦♦ \ / L-16 S 73°54'54'W 42.58' 5 5• \ L-40 S 88'37' 19'W 37.79' NIP NEW IRON PIN OR PIPE ► 51 N ;f \ �/ ` / ( SECTION 3) G�\y \ J 54 O 0 \7' �7\o A\' \ C RAD.: 1025.00' TAN.: 6.42' RAD.: 1259.82' TAN.: 47,20' PK P. K. NAIL , O `V -1 tfl; a B S ♦♦ \ LEN.: 12.83' DELTA: 0°43'02' LEN.: 94.36' DELTA: 4'17'30" PT POINT 1 y �-O\ 53 p p•p\' 4� 0\ \\ L-17 S 72'22'02'W 12.83' L-41 N 88'22'34'W 94.34' 1 N h \C';, B '�0° L-42 N 86'12'52"W 42.70' RR R. R. SPIKE `I' cJ2 m �� •� S ♦ RAD.: 1025.00' TAN.: 37,64' r o 00 \ LEN.: 75,25' DELTA: 4'12'22" L-43 N b6'12'S2'W 15.95' ❑ STONE , A 0 1� , P \ SO' _�O / POWER POLE ► �"� a0. 1$ O �vf 2� �i ^ L-IB 5 69°54' 16'W 75.23' RAD.: 1025.00' TAN.: 10.87' SLP SECURITY LIGHT POLE ► 0,�� 4O-�01P,\- E�N'� /� \ RAD.: 1025.00' TAN.: 2.38' LEN.: 21.75' DELTA: 1°12'56' TP TELEPHONE POLE 19 I•27 -J_��5 O '31 N\_ Epi �CC 1 370 �� \ LEN.: 4. 4 S567'40L08"W •15'4675' RAD. N 8.00' 3 AN. 21.75' NO NCGS MONUMENT WITHIN 2000' _ -- 82 6' 45 W \ wF 8 20\ P G /� L-20 S 67'32' 10'W 8.89' REN.: 38.3500 DELTA:,2'08'19. 138' ALL UNDESIGNATED SYMBOLS ARE POINTS. S �� 123 \ RAD.: 878.48' TAN.: 16.61' L-45 N 88'30'25'W 38.35' LEN.: 33.22' DELTA: 21 10'00' L-21 S 68'37' I O'W 33.22' NOTES : WFBRCC, LLC /� 122 \ RAD.: 878.48' TAN.: 16.74' L-47 N 89°34'44'W 24.50' ( 1) THIS PROPERTY IS SUBJECT TO ANY AND ALL DB 201 PG 370 �i LEN.: 33.47' DELTA: 2'10'S8' L-48 N 89'34'44"W 2.58' L-49 N 89°34'44"W 70,O I' EASEMENTS, RIGHT OF WAYS, and AGREEMENTS /� \ L-22 S 70°47'39'W 33.47' L-50 N 89'34'44"W 23.69' OF RECORD PRIOR TO DATE OF THIS PLAT. i RAD.: 878.49' TAN.: 20.67' RAD.: 75.00' TAN.: 93.69' (2) THIS SURVEY WAS PERFORMED WITHOUT /z LEN.: 41.34' DELTA: 2'41'46' LEN.: 134.37' DELTA: 102'38'51 _ - L-23 S 73'14'O I'W 41.34' L-51 S 39'05'50'W 1 1 7. 10' THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. - - (3) THERE ARE IRON PINS PLACED AT ALL /O,♦ LOT CORNERS AT THE DATE OF THIS PLAT. GT\\ 120 (4) THIS PROPERTY IS SUBJECT TO EASEMENTS `�/y♦\ RECORDED IN DB 201 PG 374. 1 00 0 100 200 300 1 (OR WE ), THE UNDERSIGNED HEREBY ACKNOWLEDGE THAT I (OR WE ) ( X ) I. THIS SURVEY CREATES A SUBDIVISION OF LAND 1N AN NT♦\\ 119 AM ( ARE ) THE OWNER( S ) OF THE PROPERTY SHOWN AND DESCRIBED AREA COVERED BY A SUBDIVISION ORDINANCE GRAPHIC SCALE - FEET HEREON AND THAT I (WE ) HEREBY ADOPT THIS PLAN AND SUBDIVISION ( > 2. THIS SURVEY 1S OF LAND 1N AN UNREGULATED AREA \\ ( ) 3. THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS WITH MY ( OUR) FREE CONSENT AND UPON APPROVAL BY THE PLANNING 1 ) 4. THIS SURVEY 1S OF ANOTHER CATEGORY, SUCH AS THE BOARD OF DAVIE COUNTY AUTHORIZE THAT THIS PLAT BE RECORDED IN RECOMB INATION OF EXISTING PARCELS OR A COURT ORDERED SURVEY THE OFFICE OF THE REGISTER OF DEEDS OF DAVIE COUNTY. 1 ) 5. FROM THE INFORMATION AVAILABLE, 1 AM UNABLE TO DAVIE COUNTY FARMINGTON TOWNSHIP NORTH CAROLINA DETERMINE ROVISIONS ( 1) THROUGH (4) REFERENCE: , BEING PART OF THE PROPERTY OF REV1sIONs MARVIN S. CAVANAUGH and ASSOCIATES, INC THE RAMEY DEVELOPMENT CORPORATION DESCRIBED IN DB 201 PG 358• NO DATE BY POST OFFICE BOX 84 MARVIN S. CAVANAUGH TAX MAP D8 ; PARCEL 26 DANBURY, NORTH CAROLINA 27016 336-593-8119 BEING ALL THE LAND IN 1 6/26/98 DKA DATE OWER' S S k6NATURE DB 203 PG 765 212/08/98 DKA SURVEY FOR: _ C7 ✓ ��-' � �-'�-� �'. lU��• PLANNING DEPARTMENT/REVIEW OFFICER ZONING CLASSIFICATION = R-12 (SPECIAL USE PRINT OWNER' S NAME HERE FINAL SUBDIVISION PLAT APPROVAL PLAN UNIT DEVELOPMENT AS DEFINED 3 I, MARVIN S. CAVANAUGH, CERTIFY THAT UNDER MY DIRECTION AND CERTIFICATION BY DAVIE COUNTY REGULATIONS. BERMUDA R U N WEST THIS IS TO CERTIFY THAT THIS PLAT MEETS THE RECORDING REQUIREMENTS THIS MAP WAS DRAWN FROM AN ACTUAL FIELD SURVEY MADE BY MARVIN S. CAVANAUGH 4 AND ASSOCIATES, INC. DEED REFERENCE RECORDED IN BOOK 203 765 OF THE UNIFIED DEVELOPMENT ORDINANCE SUBDIVISION REGULATIONS FOR MINIMUM BUILDING LINES (R-12) PAGE DAVIE COUNTY. DATE OWNER' S SIGNATURE THAT THE ERROR OF CLOSURE AS CALCULATED BY COORDINATES 2IS 1 ; 10000+ FRONT YARD SETBACK = 35' "SYCAMORE GLEN" THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM I _ToNJ �+ACcTrrZuRr_____ REVIEW OFFICER OF DAVIE COUNTY, SIDE YARD SETBACK = IO' PRINT OWNER' S NAME HERE DEED OR OTHER INFORMATION: THAT THIS MAP WAS PREPARED IN ACCORDANCE CERTIFY THAT THIS MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED REAR YARD SETBACK 20' WITH GS 47-30 AS AMENDED WITNESS MY HAND AND SEAL THIS MEETS ALL STATUTORY R QUI MENTS FOR RECORDING. DRAWN BY SCALE DRAWING NO. DAYOFpflF.ndE/z 199a OWNER( S ): DKA I inch= 100 feet APPROVED DATE OWNER' S SIGNATURE 11 RECTOR OF PLANNING/REVIEW OFFICER RAMEY DEVELOPMENT CORPORATION 9 ® e 5 ;?B TH I S THE _p--__DAY OF_PgC_6rr±QE✓L_----_19 98 POST OFFICE BOX 118407 CHK'D DATE V,IL(J� NORTH CAROLINA - DAVIE COUNTY WINSTON-SALEM, NC 27116 M$C MAY 20, 1998 PRINT OWNER' S NAME HERE ( 336) 922-4000 ( SECTION 2 ) N.C. REGISTERED LAND SURVEYOR L-1148 bk 7 Pg q1 r, John E. Beeson Registered rand Surveyor, NumberL-1828 certify to one PLANNING DEPARThfENT�REVIEW OFFICER SURVEYORS CERTIFICATION o the Jlollowing as indicated by an X : DAVIE COUNTY REGISTER OF DEEDS FINAL SUBDIVISION PLAT APPROVAL I, John E. Beeson certify that this plat was drawn under % a hat this plat is of a survey that creates a subdivision of land within the area PLAT REGISTRATION my supervision from an actual survey made under my supervision of a county or municipality that has an ordinance that regulates parcels of land; This is to oertify that this plat meets the ,.cording requirements (description recorded in Deed Book 163 . Rxge�- or Plat Book _ b. Shat this plat is of a survey that is located in sxtch portion of a county or Filed )br Registration at 0 o'clock_M o the Unified Development Ordinance Subdivision Regulations for Aay e • that the ratio of precision as calculated municipality that is unregulated as to an ordnance that regulates parcels of land; +N+ �r�rdv f: 10, + that this plat uxts prepared in accordance with C.S. - c. That this plat is of a survey of an existing parcel or parcels of land; This the- Day of 19and recorded I-Tra.l Cz nel+v.o*.� Review officer q{Davie county, 47-30 as ameed. Runes�f my original stigratu registration number d. That this plat is of a survey of another category, such as the recombination of existing17 certify/that the map or plat to whioh this oertifloation is ajyLrod and seal this day of 2k G_� A.D., 19 parcels, a court survey OT other exception t0 the definition of a subdivision; tin Rat Book .AL 0 1 meets au statutory t.Qn.nt ✓r.oJordt s. That the inJbrmation available to this surveyor is such that I am unable to make a Approved � / !i determination to the best of m1/ PmJ§ssional ability as to provisions contained in Filing Fee Paid,•-��IlTV L S��0�'C Re ister of Deeds thm h a ve. L-1828 aa.ctw•el AawN+w -of1'lwr L-1 828 ^/; I rA 1 This the day of 19 Registration Number S r Registration Number NORTH CAROLINA -DAVIE COUNTY N RTH CARO NA -DAVIE COUNTY NOR CAROLS A - DAVIE COUNTY Deputy - Aseistemi TO TO STATESVILLE WINSTON SALEM ,i 4 _fn tea r 1 SITE I 1660 NOW OR FORMERLY OWNED BY THAD J. BINGHAM EXISTING LOCATION MAP NTS DB 155, Pg. 348 60.00' EIP CONTROL R�W CORNER UTILITY/FORCE MAIN ' - - - S 86'34'27" E 20' ESMT. FENCE/LANDSCAPE REFERENCE: 8�_0928. 10' ESMT. EIP BEING PART OF THE PROPERTY OF - (L - - -8(TOTAL) CONTROL THE RAMEY DEVELOPMENT CORPORATION WFBRCC, LLC w I �R- CORNER DESCRIBED IN DB 201, PG 358. DB 201, Pg. 370 3 w w '� �, I I 0.6 TAX MAP D8, PARCEL 26.01 > bo +N oo n o w `` w 30.00 , ZONING CLASSIFICATION = R-12 (SPECIAL USE) N �� 7 M O l o �° ® � O I r © O } "M' b "rr o w RAW PLAN UNIT DEVELOPMENT AS DEFINED 4 r o o z o I N o O N o O oo I BY DAVIE COUNTY REGULATION. to q• q• 13,120 sq.ft. z 13,120 s ft. I o O o � I o © O z 15,565 ,36 acres t z 10.301 acres I I7 3,120 s ft n M P4 ^ (R-12) q_ 0.30 acres r I r 13,120 sq.ft. z z o iNi 1 �I I O FRONT rY RDILSE BACKS 35' 16,549 sq.ft. - 0.30 acres q• 13,120 sq.ft. p 0.30 acres q• 0.38 acres DRAINAG o - - - - - - - 0.30 acres 0.30 acres 13,120 sq.ft. z 131 sq.ft. o 20,954 sq.ft. F s c'' �ESM�T. civ 77 8 -I 8 34 27„ E - - 0.30 acres 0.30 acres z 0.48 ac es 00 SIDE YARD SETBACK = 10' - _ - 52'75 0 ' REAR YARD SETBACK = 20' 3/ Oo.cam' 80.00' 80.00' 593.85'(total - - - - o Q BERMUDA RUN ; i � WEST 239.28' 80.00' 80.00' ) 80.00' DRAINAGE = STREET SIDE YARD SETBACK = 25' "SYCAMORE GLEN o ' 13,142 sq.ft. / � COMMON sr 61.10' C9 ESIAT.� 'a Prfva e00 95.00' w 59.00' - - vi PB 7 II Pg.60 '? / P DRIVE OPEN x ^\ 9Ar -.- - -CEDAR LANE - y _ 0.30 acres (2 / - ,� J• 48 PRIVATE ACCESS AND PUBLIC UT1L Z I oo AREA �qL^ �j J� ES ESMT. 3 - Q / e ^� \ !y\ ; DRAINAGE l M O 135.06' U I 33 32 0 G�P� / J (� �� ,cP(/ Q ©7 n b �, o COMMON w Z �� (121 /� 2 4 \ \ g ® M oo (2p11 1`v of OPEN g o I O la, a Z NOTES: I / DRAIN \ 14,009sq.ft. 21,806 sq.facres n n C% I M p ^ 11,175 sq.ft. N DRAINAGE\ � `L� 0.50 acres f`� �^ o AREA o � q �a o 1. 3/4" IRON PIPES SET AT / r / \ ! 0.26 acres ESMT. 0.32 acres rra p0 0 9,660 s ft.o z I 100' ALL LOT CORNERS UNLESS q 12,330 s ft 1 0c o / \ N 0.22 acres 0 0.28 acres C16 C11 NOTED OTHERWISE SCC „ l S 86'34'27" E A�� ,SS ES / L3 2. PK NAILS SET IN STREET V / \ e' 9,310 sq.ft. oL p0 \ S- - 130.61 total) C14 / 149.74' PAVEMENT AT LOT CORNERS (1 \ \Q.21 acres /�O. yS / 1 �9. 3. TOTAL LOTS: 23 1 / 41 w COMMON 1 4. TOTAL AREA: 478,375 sq.ft. 10,860 sq.ft. ;� w 3 OPENa) 10.982 act \� B 0.25 acres '� M g '� ® AREA 1 DRAINAGE \ F� / \ ��s \ © } © r7 5. AVERAGE LOT AREA: 11,736 sq.ft. 1 x h cb v rn r / ESMT. \\ AC,OCi5 ��o�r3 ro I o MLO00 � A � ' 6. PUBLIC WATER SUPPLY 11,710 sq.ft. z Z o o WALL 7. PUBLIC SEWER SYSTEM T ti 0.27 acres 12,240 sq.ft. 15,558 sq.ft. z 13,765 s ft.Z A Q9 !yi 1 \ 0.28 acres 0.36 acres 0.32 ac es 8. PRIVATE STREETS - 26' WIDE CURB & GUTTER (16 � - - - - - - - - - - - / 43 LO ORCHARD PARK DRIVE 11.25' ESMT. BEHIND BACK OF CURB \ / 85.00' 100.00' Q1 4 0"Cc \ / _ - - N 186'34'27" W 242.37'(total) ' NOTES: 1. THIS PROPERTY IS SUBJECT TO ANY AND ALL LINE TABLE 9 plc \\ / �� / T- PRIVATE gCCESS ? EASEMENTS, RIGHT-OF-WAYS, AND AGREEMENTS LINE DIRECTION DISTANCE ��o AND PUBLIC UTILITIES ESMT._ _ ; OF RECORD PRIOR TO DATE OF THIS PLAT. L1 N 40'16'22" E 27.72' \ / (WDTH VARIES) 2. THIS SURVEY WAS PERFORMED WITHOUT THE L2 S 03'25'33" W 67.00' \ / h81 I 3 BENEFIT OF A TITLE REPORT AND DOES NOT L3 S 8634'27" E 37.00' \ / I (11 z THEREFORE NECESSARILY INDICATE ALL L4 N 49'47'26" E 37.34' \ l ENCUMBRANCES ON THE PROPERTY. L5 N 86'34'27" W 15.63' \ 3. THERE ARE IRON PINS PLACED AT ALL LOT L6 S 86'34'27" E 2.18' - - - 1 - - I CORNERS AT THE DATE OF THIS PLAT. L7 N 86'34'27" W 25.02' - -1 4. THIS PROPERTY IS SUBJECT TO EASEMENTS L8 N 86'39'35" W 0.95' RECORDED IN DB 201, PG 374. L9 N 49'43'38" W 21.79' L10 S 49'43'38" E 60.13' THE PURPOSE OF THIS PLAT STREET CENTERLINE CURVE TABLE 1S TO AND ?HIVID ROOTS 31THROUGH SHOWN BERMUDA RUN WEST CURVE RADIUS LENGTH TANGENT CHORD BEARING IN PLAT BOOK 7, Pg. 37. C1 250.00' 0.85' 0.43' 0.85' S 40.04'42" W "CEDAR TRACE" REVISED C2 175.00' 59.07' 29.82' 58.79' S 49'50'44" W C3 175.00' 59.57' 30.08' 59.29' S 69'16'04" W Owner/Developer: C4 175.00' 59.42' 30.00' 59.14' S 88'44'52" W CERTIFICATE OF APPROVAL BY PLANNING BOARD C5 175.00' 52.27' 26.33' 52.08' N 72'58'02" W RAMEY DEVELOPMENT CORPORATION POST OFFICE BOX 10 C6 50.00' 17.57' 8.87' 17.48' N 50'20'13" E THE DAVIE COUNTY PLANNING BOARD HEREBY APPROVES THE BETHA C7 50.00' 28.82' 14.82' 28.42' N 76'54'49" E 1 = RECORD PLAT FOR NOTES - ROAD SYSTEM AND SUBDIVISION = 100 27010 01 C8 22.00' 22.74' 12.50' 21.74' S 56'58'09" E The roads stem in this subdivision will be private and a dui created o So 100 zoo C9 22.00' 2.90' 1.45' 2.90' S 23'35'05" E Y P Y C10 22.00' 8.92' 4.52' 8.86' S 08'11'23" EHomeowners Association made up of all property owners will own the Field Work By: Checked By: C11 22.00' 3.33' 1.67' 3.33' S 07'46'07" W � S" 1 �} ��,��%"��' road system and will provide the necessary funds to maintain and / / / C12 22.00' 9.62' 4.89' 9.55' S 24'38'37" W DATE CHAIRMAD, DAVIE COUNTY BANNING BOARD repair the roads in conformity with the requirements of the general KT CJ BEB JEB DAS C13 22.00' 21.60' 11.76' 20.74' S 65'18'03" W status of North Carolina and there is no intention by the Developers Tax Map: Parcel: C14 22.00' 11.97' 6.14' 11.83' N 70'58'53" W to make these roads public in the future even though they were built D-8 26.01 C15 22.00' 12.85' 6.61' 12.67' N 38'39'32" W to the construction standards of the NCDOT. C16 22.00' 9.74' 4.95' 9.66' N 09'15'06" W Township City: County: C17 50.00' 38.08' 20.02' 37.17' S 71'36'30" W I (OR WE), THE UNDERSIGNED HEREBY ACKNOWLEDGE THAT I (OR WE) Farmington N/A Davie C18 127.00' 48.00' 24.29' 47.72' N 75'44'47" W AM (ARE) THE OWNER (S OF THE PROPERTY SHOWN AND DESCRIBED This subdivision was authorized and designed in conformity with the C19 127.00' 33.67' 16.94' 33.57' N 57'19'23" W HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN AND SUBDIVISION Davie County Subdivision rules and regulations, and has been approved State: Date: Sheet Number: C20 175.00' 23.97' 12.00' 23.95' N 60'29'11" W WITH MY (OUR) FREE CONSENT AND UPON APPROVAL BY THE PLANNING and constructed in accordance with the guidelines for a Planned Unit N.C. AUGUST 16, 1999 BOARD OF DAVIE COUNTY AUTHORIZE THAT THIS PLAT BE RECORDED IN Development (PUD), and will continue to be overseen in accordance HF C21 175.00' 20.88' 10.45' 20.87' N 53'08'41" W THE OFFICE OF TREGISTER OF DEEDS OF DAVIE COUN Y. C22 260.00' 65.97' 33.16' 65.79' S 56'59'46" E #P4,_ 4 C-JI:-C,,4/+•-4Lt Go,+,o�"� with the PUD rules and regulations by the Davie County Board of Job Number: Drawn By: Commissioners and the Davie Count Planning Board. 98216rp-rev DAS/HM 1 of 1 C23 260.00' 101.24' 51.27' 100.60' S 75'25'10" E 11-1- Y y 4 t-- �.Y� (J.�n.ri Y n 9 C24 1033.00' 3 5.6 717.84' 35.67' S 8733 48 DATE O NER'S NATURE BEE9011 -flGI 1EERI1IB IIIC. C25 1033.00' 164,00' 82.1 163.83 N ENGINEERS SURVEYORS PLANNERS C26 50.00 3 5.6 418.61 34.89 N 6041 26 E 503 HICX STREET C27 50.00' 10.75' 5.40' 10.73' N 87'16'01" E WINSTON-SALEM, NC 27101 TELEPHONE: 910-748-0071 sk 7 PC- 93 ' O bTATESVILLE TO WINSTON-SALEM 1 /'�V / O CEDAR TRACE FILED FOR REGISTRATION AT I-40 NC 158 I ( SECTION I ) CLOCK 22 21 I AND RECORDED IN PLAT BOOK -7 I of / 16 20 I HENRY L. SHORE, REGISTER OF DEEDS. / / -� L _ _ SITE �o � _ _ _ DA 'T� I-1-1 1 VICINITY MAP NTS I O 1 = �� TTT�EEEE�l��! $a ► � � � � / / I I VILLAGE DRIVE -N- 0 D _ _ BY .�•. , c .t�,t t r,�:��tl.� o/ (o I \ \ p 0 cb•\\S \/ / I 19 I mo"r7✓- ASS I STANT M SYCAMORE GLEN I I \ `b' ( SECTION 2 ) I 70 I E �R�J / �`� -y°`•,h� '� X3/9 I ( OR WE ), THE UNDERSIGNED HEREBY ACKNOWLEDGE THAT I (OR WE ) AM ( ARE ) THE OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED � s ?e. � �,�,' •i. � �to CALLS ALONG C/L OF STREETS I _ "\� 4s• :/,�°' cb- \ HEREON AND THAT I (WE ) HEREBY ADOPT THIS PLAN AND SUBDIVISION COURSE BEARING DISTANCE - ` _ 2 qp�?J\` o � 84 s •\ WITH MY (OUR) FREE CONSENT AND UPON APPROVAL BY THE PLANNING LOT N AREA (SO. FT.)LOT R AREA (SO. FT. BOARD OF DAVIE COUNTY AUTHORIZE THAT THIS PLAT BE RECORDED I N 123 10,728.27 al 13,128.56 RAP.: 250.00' TAN.: 2.91' ` '� 9- 124 10,719.96 82 10,720. 15 LER.: 5.82' DELTA: 1.20'04' ` $2 �' ,; \ /9/? m �°j /e THE OFFICE OF THE REGISTER OF DEEDS OF DAVIE COUNTY. 125 I5,548.90 \ \ �� 'S 126 14,541.01 83 13, 109.88 L-I 3 34.36'SO'E 5.62' ` � $$ 1 /�, J) 'S � g � 61 O � •e 88 \ ea 10,713.42 RAD.: 250.00' TAN.: 20.49' \ $Q ` ` _ ' TO g• PO e0 / �/ / 127 91310.00 85 I I.067. 16 LEN.: 40.90' DELTA: 9.22'24' O r°j4"•i� / Tq 0 •00, 0 �/ �,A►� "c/ ��`6/r`�'� �°/�/x')11 L 59 ` 1 \ �\, \ ! G F 128 9,310.00 86 I,337.67 h� ^� \T 129 15,746. 13 87 12,824.29 v ,(� 130 13,785.65 J / L-2 S 38'Se'04'E 40.es' 6 ,\7 �\h � e P B Y F �O 88 10,687.87 RAD.: 1300.00' TAN.: 1 1.05' t�\ 6 J '6 i $5 !� 'h 8$ O qS / DATE OWNER' S S I ATURE 131 11,039.00 89 10,895.34 LEN.: 22. 1 1' DELTA: 0.50 40" SEAN ` J- b ` J ^� 3 Op, \F A L-3 S 49.48'04'E 22. 1 1' - \G y EA \ G 132 11,039.00 80 10,744.89 \ \ 0 �ti \ Nr `� <C 133 16,466.95 91 10,720. 10 \� 134 13,879.83 92 10,720. 10 \0 U 'y � ,y tip .y"y \ ! � ye'•p`y \ O RAD:: 1300.00' TAN.: 0.74' A\ 9 p R• a $Q 80 PR INT OWNER' S NAME HERE LEN.: 1.46' DELTA: 0.03'24' / ?0,4\ V, \"� $7 h�j 3 91306.01 93 8,910.25 \ o ` 136 9,306-01 94 9,909.37 L-4 3 50.13'OWE I.48' \ ! / �i O p \\ �( 1g 0•' ,L 95 10,775.37 �O k- 137 8.306.01 138 14,015.52 96 11,459.09 RAD:: 920.1pVDELTA:•3430' 3' 1, 2\ �0 9\•k • h 9Q \`S6o '4 2 \ h B DATE OWNER' S SIGNATURE ' S 139 13,430.75 97 12,794.61 L-5 S 52.00' 14'E 92.00' �G \ S• O Ag 63• y ,h'1, \e. 140 9,311.99 88 10, 128.12 O 141 10,642.27 99 10,054.96 RAD.: 1500.00' TAN.: 6.35' 0 \ yti, ,�, 1=6 \ ,ho•eatir F PRINT OWNER' S NAME HERE 142 8,311.99 loo 1°,720.78 LEN.: 16.88' DELTA: O.38' 15' 'ij� � \ 91 •"' 9� \\ 143 13,670.23 101 10,720. 12 L-8 3 34.04'46'E 16.69' COURSE DEAR I NO DISTANCE �7 GG QG O,g '(5 't� v� \� 0 J' \ Mh �/ JS !l[� O\ D•i F 1•. 0k' 5 ��, 144 16. 162.33 102 11,724.25 RAD.: 1500,00' TAN.: 24.77' v 2 j s 1t4 Cb �`0'./ ^ S S \ �\�/ a� 92 3 ) \T DATE OWNER' S SIGNATURE 145 9,332.08 103 12, 161.79 LEN.: 49.54' DELTA: I'53'33' RAD.: 1025,00' TAN.: 35.46' `\' 00 • O° _ \ s 8 J 3 qz 146 9,315.25 104 10,713.63 LEN.: 70.89' DELTA: 3'57'46' p i g0' J, /�. ! ^ 5`V 9S' \ 47 13,355.77 105 0,731.31 L-7 3 35.20'42'E 49.54' / 148 16,139.48 105 16, 100.06 L-24 N 34•S3'03'W 70.88' S/ G /�Y F, 6 h0 S \ 2e 42 / J a' ti 149 13,°47.48 107 12, 1 16.82 RADS: 200.00' TAN.: 20.16' 2, \ 1� / ,L0 1s6 F ,/ On \��a \\ PRINT OWNER' S NAME HERE LEN.: 40.16' DELTA: 11.30'42' RAD.: 1025.00' TAN.: 31.14' 00 i O- O'• 'I.• / J'• a �('CL tij �`� \ ISO 16,333.60 10 108 10,701.26 LEN.: 62.25' DELTA: 3.28'47' \ \�` \ ' L'' L-8 S 50.32"O7'E 40. 12' � 4+p• � � Zk � �� A, 9 �? / ,\\ '7,qn � fl3 Q O 93, \ 109 I I, 108.24 L-25 N 3e'36' 19"W 62.24' /�O\�,P 61 S •$,��. I 011,089.30 RAD.: 200.00' TAN.: 0.25' / S 1�\\O,�•E �Je 1!7 F A \ 111 11,425.57 LEN.: 0.SO' DELTA: O•Oe'34' RAD.: 1023.00' TAN.: 17.35' \,y q,• a e� �P9� l0l \ \Aye`•pti �4 g0 LEN.: 34.69' DELTA: 1.58'20' i' Je \ '�� p, jh•' \.\-t '4( t1 0 hh L-8 S 44.42'29'E 0.50' i /, 112 10,941.90 L-26 N 41.16'53'W 34.69' / OR, `n 9 p 113 10,374.71 RAD.: 200.00' TAN.: 24.42' /� p" i 7 i •$, 0'. t•� /•(\\' S ?g h LEN.: 48.60' DELTA: 13.53'27' RAD.: 1025.00' TAN.• 37.59' \h�• 1x1 Qom, 0'. \' �J'e 1=e F \ �`' i0 J �Je 133 gt/2 OjQ ham.pti Off' 1 14 11,839.97 / \\ 115 10,381.63 LEN.: 75. 15' DELTA: 4'12'04' F ,ya �iP vO 2i/ 9 u Y, 9 /��[` h'S 95 r0A'i •�/ /06 J \ L-10 S 37.40'29"E 4e.48' /lt9 $,� 9 3��• /� '�, 6• 2 A'• 1 16 10,358.42 L-f 7 N 44.23'05'W 75. 14' N �°�' E h / RAD.: 200.00' TAN.: 24.95' S 82.04'35• LEN.: 49.64' DELTA: 14.13' 1 1' RAD.: 1025.00' TAN.: 12.36' \ E L-33 F ro0 / S •�' d'. `�1 v 117 10,891.72 2 13! c"/ 6 ` �/ 9$ `I 118 10,894.23 165,0p� 6'34'04'E ,••�/ 119 I I,016.27 LEN.: 24.71' DELTA: I.22'S3' 88.05'/ L-32 ��': 15' J/\� \ L-I I S 23.36' I O'E 49.51' \ N 90•o0'00'E 9 bi �Jk '\O '�� p\' L-ES N 47'10'33'W 24.71' RAD.: 80.00' TAN.: 16.09' \ / 25. 18' 9 ( '0 ,� '( •( !� sj .�1 1 120 13,250.31 31.76' DELTA: 22'44'46' RAD.: 1025.00' TAN.: 20.57' '>:' / 1f0 A, \ ` s C 6`. S e - 1 1 2 1 1 1,873.84 LEN.: 41.13' DELTA: 2.17'37' Aj•\ '36, /y5 �, v/,5� 96 rj� �0 c{�,`�,l O,�O O !� \FOg• 2 p N LEGEND 134 05 I 122 10,773.62 L-12 S 03'0e'24"W 31.55' A g4' / 'dJ, \i �,F, Je L-28 N 49.00'38'W 41. 13' 6\ �,f� J PG �. k LS u' bh RAD.: 60.00' TAN.: 21.66' JS,� 0 ,� <_ 9• �! !� \ S O W EIP EXISTING IRON PIN OR PIPE LEN.: 42.35' DELTA: 30.19'54' RAD.: 1025.00' TAN.: 2.58' \ \/' ,), *• w ' p� p� S• ••9 �' 0 97 - 1 O �' '\' S• ' NIP NEW IRON PIN OR PIPE LEN.: 5.16' DELTA: 0.17' 18' O- 6'• � 2 `L '�\\ J,`\�' // 119 <<, \ J 3\ 1,0 F '�� k°`l.�k � 011 r ��iS° 1.� cn \6iO // PK P. K. NAIL L-13 S 28.40'44'W 41.e6' L-30 N 50•l e'36'W 3. 16' u� alb \ \ 9 S PT POINT RAD.: 80.00' TAN.: II. le' al/\ \O aj /J.'f' \ h sJ � y, � P�, RAD.: 65.00' TAN.: 2 1.97' 6- e0 Rti `o' CQ 136 -\, 6'. m m 135.96' LEN.: 22.22' DELTA: 15154-45- 3 \ j O `� �p LEN.: 42.38' DELTA: 37.21'21' \�-/ � O i�� 1 RR R. R. SPIKE G \ i 1 143 46 1 L-14 5 32'48'04'W f2. IS' TO \ \� lle tv /eJ Jp� 5'� �p �0�`� i�J� F 5.( / � s � o OI"W L-31 N 31.48'35'W 41.63' Tq\ \ij f- PQ' �t1 � p, / 2• �Je O w `v, S 81 � ❑ STONE RAD.: 80.00' TAN.: 17.51' ! TO ! y �. k� m POWER POLE LEN.: 34.49' DELTA: 24.41'34' RAD.: 65.14' TAN.: 7.60' \ O 6 \ > G 137 -�. d'F 16� / g 1 9$ O N SLP SECURITY LIGHT POLE LEN.: 13. 14' DELTA: 13.20'33' TP TELEPHONE POLE L-15 S 73.06'24'W 34.22' ♦60�, ��\�6• 117 \\5 '�� • 6•i6'�-5I 2k tr�Je 14= Ott,�S(n 63\9 O II O0 L-32 N 06.25'37'W 15. 10' '1'\ � RAD.: 80.00' TAN.: 11.75' Jp 'S 1. 9 p' 'p,'�' ' i ' QA 134. 12' OWNER( S) LEN.: 23.33' DELTA: 16'42'4f' RAD.: 63.00' TAN.: 7.60' 2\ R. O� w NO NCGS MONUMENT WITHIN 2000' LEN.: 15.14' DELTA: 13'20 33' / \ \ 2 0 ,, 6 61 I RAMEY DEVELOPMENT CORPORATION 9 \p R C ` 136 `� `jl w e 46' 01"W L-16 N 86'11' 16'W 23.25' y,\ y 9 'y• t ar U• ALL UNDESIGNATED SYMBOLS ARE POINTS. L-33 N 06.54'56•E 15. 10' ,{� e0 a'1'.y6' '4 � � �. 141 `�' s�. `�0 �, `� 1(o POST OFFICE BOX 11840 L ENRte.: 24.96' DELTA: 17' RAD.: 63.00' TAN.: 16.02' \ OB, \ 116 Q !\ y1� F,�S i `s• 99 O 1 { o m WINSTON-SALEM, NC 27116 NOTES: LEN.: 31.42' DELTA: 27.41'55' s0\ ,y�' A\ �'! \ / ice\s moi? Q. O'\P� 0 1 ( 336) 922-4000 L-17 N 68.53' le'W 24.6e' /�\ \ �'\ 'q \ �i /OJt\ kk. 140 •0�,`3d,. 4j ,�1 �,�P ,(,cj o, 4.OI' I� ( I) THIS PROPERTY IS SUBJECT TO ANY AND ALL L-34 N 27.26' 10'E 3 I. 12' O 0 V RAD.: 80.00' TAN.: 20.49' \ 5 F O• 'C yh• 13 1 A EASEMENTS, RIGHT OF WAYS, and AGREEMENTS LEN.: 40. 12' DELTA: 28'44'04' RAD.: 65.00' TAN.: 7.49' '!:'\ J0 p`(' \'�j9• !�P iLG�S 'i�� A, ® kpk•h'l \ g 81°46' OI"WI I' OF RECORD PRIOR TO DATE OF THIS PLAT, LEN.: 14.90' DELTA: 13'06' 16" pSe �T, 116 4 \e r 1� ,0 cv. �0'>.• ,��1 O Icl (2) THIS SURVEY WAS PERFORMED WITHOUT L-18 N 45'34'38"W 39.70' L-35 N 47.51' 16'E 14.87' �j� /S-\ p Q F QOi 26i �j� a 100 O RAD.: S.02' DELTA: 5.44'44' �� OS is �R,\b,\� /`\ lay, G!` O 1 hk Z'h ' 3� ` 144 1 > l0 O• b o -a THE BENEFIT OF A TITLE REPORT AND DOES \ \ _ -a NOT THEREFORE NECESSARILY INDICATE ALL 1 REFERENCE: ENCUMBRANCES ON THE PROPERTY. L-19 N 26'20' 14'W e.02' 20CC / \ '03, `� O F\ 0�� 9 k° 1�� "J• o UT IL IT�SENT a BEING PART OF THE PROPERTY of L .: 39?02� DEL : 2.90'31' / C `lp\ 114 \•\9 P a ' �� c�, `� rS BI 4_y�57-W I THE RAMEY DEVELOPMENT CORPORATION (3) THERE ARE IRON PINS PLACED AT ALL 3C� 06, \0 <\ \° p�� P� 146 Ay,n�, a�� a+ 1 DESCRIBED IN DB 201 PG 358. LOT CORNERS AT THE DATE OF THIS PLAT. TOC y kk A! 1 ' `?• F �� 1 TAX MAP D8 ; PARCEL 26 L-20 to N 26.33' 18'W 39.01' S O` \� _lF �QD p 101 O (4) THIS PROPERTY IS SUBJECT TO EASEMENTS RAD.: 1025.00' TAN.: 26.88' �J.\ A, �1h \'S6O \ ! C'(T'_ O 144 `� a' \,�y�% /� w 8 I DESCRIBED IN DB 201 PG 374. LEN.: 53.96' DELTA: 3.00'59' '�'\ /� s' t�O, A �\' 0 1 1 ZONING CLASSIFICATION R-12 (SPECIAL USE) MINIMUM BUILDING LINES (R-12) L-21 N 29.08' 13'W 53.96' J6,\ 113 ``N 92•R'y i �J. 146 t^ J�� ' 1 34.00' (� k\ �� ° b' / I 1 o OI"W V I PLAN UNIT DEVELOPMENT AS DEFINED FRONT YARD SETBACK - 35' RAD.: 1025.00' TAN.: 14.30 m� °�� \ P� 5g 19 ro S g1 46' o BY DAVIE COUNTY REGULATIONS. SIDE YARD SETBACK - IV J, y G �j1• REAR YARD SETBACK 20' LEN.: 28.58' DELTA: 1.33'33' \ ,Q 56 0k \ ` O �. PG� � O L-22 N 3 1.27'39"W 28.59' i O RAD.: 1023.00' TAN.: 5.75' �\ 113 / i �2 S LEN.: 11.50' DELTA: 0.38'34' j'( O'CP\' �Je /^ �` o � k m 100 0 100 200 300 L-23 N 32.34'33"W 11.50' l\ �D `JO \ /6 5 6 Q6` �i�. / \y N /30 /3 � i N �\ �� N 6\kk N, \ `�'•\ / s 146 '�.m� / �� / �z°/�• /4. 3 ( X ) I. THIS SURVEY CREATES A SUBDIVISION of LAND IN AN y\ 111 \ $'N� Lot 0'�, b, W o /NO GRAPHIC SCALE - FEET AREA COVERED BY A SUBDIVISION ORDINANCE •?W \hb',y'l 100 O l� ( ) 2. THIS SURVEY IS OF LAND IN AN UNREGULATED AREA \ �0 �,(•E �f 0�\ 140 O�c�p �•j• y ( > 3. THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS CERTIFICATE OF APPROVAL BY PLANNING BOARD \\ •$ 6\03��.� \ •? < <'' i °key / 9S°'�`�: ( ) 4. THIS SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE 2 N \k0• �.`;` .�• �w• THE DAVIE COUNTY PLANNING BOARD HEREBY APPROVES THE RECORD PLAT FOR y\ wk6ti REC01161NATION OF EXISTING PARCELS qt A COURT ORDERED SURVEY DAVIE COUNTY FARMINGTON TOWNSHIP NORTH CAROLINA �0 110 \ / 5 M\• 104 .� '\\ i ( ) 5. FROM THE INFORMATION AVAILABLE, I AM UNABLE TO \ 3 DETERMINE PROVISIONS ( I) THROUGH (4) / /y REVIS S IONS ' °�\ 'cb e��aa \/e �`/> cy's9, MARVIN S. CAVANAUGH and ASSOCIATES, INC �\ DATE CHAIRMAN, DAVIE COUNTY PLANNING BOARD \ N \96' . L-1 �" O /9. 00' P� NO DATE BY POST OFFICE BOX 84 MARVIN S. CAVANAUGH s\ N 040`706300 W Y /�, 106 , G DANBURY, NORTH CAROLINA 27016 336-593-8119 "' - AJo s / 6/26/98 DKA s to g Cb v 1" \ 0 5�• iO I / 212/08/98 DK PLANNING DEPARTMENT/REVIEW OFFICER A\ $' 6�33�g 8 1= �� ap °\ LG Qv SURVEY FOR: 1, MARVIN S. CAVANAUGH, CERTIFY THAT UNDER MY DIRECTION AND CERTIFICATION N 5 = \ 309/13/99 DK THIS MAP WAS DRAWN FROM AN ACTUAL FIELD SURVEY MADE BY MARVIN S. CAVANAUGH FINAL SUBDIVISION PLAT APPROVAL �\\ \2 W I 1w �� 020 AND ASSOCIATES, INC. DEED REFERENCE RECORDED IN BOOK 201 , PAGE 358 : �� THIS IS TO CERTIFY THAT THIS PLAT MEETS THE RECORDING REOUIREMENTS < \ toe 4 BERMUDA RUN WEST THAT THE ERROR OF CLOSURE AS CALCULATED BY COORDINATES IS I ; 10000+ a OF THE UNIFIED DEVELOPMENT ORDINANCE SUBDIVISION REGULATIONS FOR \ hhh�ti 0 1W /� Ily� DAVIE COUNTY. N o I "CHESTNUT RIDGE" THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM ��-- \ r by ��, 0 a 9p / 5 DEED OR OTHER INFORMATION: THAT THIS MAP WAS PREPARED IN ACCORDANCE I __ _ L.'IAL.GtrNo ___ REVIEW OFFICER OF DAVIE COUNTY, \\'' 2 \ 107 Z WITH GS 47-30 AS AMENDED WITNESS MY HAND AND SEAL THIS /��1 S s E A L Z CERTIFY THAT THIS MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED DAY OF.S,Cp7- 19 9/ ! L-11148 j MEETS ALL STATUTORY EOUIR MENTS FOR RECORDING. \ DRAWN BY SCALE DRAWING NO. APPROVED DKA I inch= 100 feet -Z � � + ��!► DIRECTOR OF PLANNING/REVIEW OFFICER \ a. 91.60' /� �� 5 ,,,? C THEN C THIS I s THE _[ / DAY OF_ 1 s9g N e9°5s' S9'W THE PURPOSE OF THIS REVISION (9-13-99) CHK'D DATE N.C. REGISTERED LAND SURVEYOR L-1148 NORTH CAROLINA - DAVIE COUNTY IS TO CHANGE ROAD NAMES - DOGLEG LANE MSC MAY 20, 1998 ( SECTION 3 ) TO BRIDGEWOOD LANE. 3 k 7 PGS DAVIE COUNTY REGISTER OF DEEDS PLANNING DIRECTOR REVIEW OFFICER PLAT REGISTRATION // I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS TO ST4YESVILLE 1-40 TO WINSTON—SALEM Filed for registration at_T''_29 o'clock__-_ M. BEEN FOUND TO COMPLY WITH THE COUNTY SUBDIVISION REGULATIONS, I �t1rJ -� ry_��'t4 ------- REVIEW OFFICER OF DAVIE COUNTY, ,�� /�� WITH THE EXCEPTION OF SUCH VARIANCES, IF ANY, AS ARE NOTED CERTIFY THAT THIS MAP OR PLAT TO WHICH TH 1 S CERTIFICATION IS AFFIXED This the f999 of_21wr'VKi+�! , •F89! 1 N THE MINUTES OF THE PLANNING BOARD AND THAT I T HAS SEEN MEETS ALL STATUTORY JWOUIREMENTS FOR RECORDING. and Recorded in Plat Book____ 1 -- APPROVED FOR RECORDING IN THE OFFICE OF THE REGISTER OF DEEDS. ___,Page__ _ IT IS HEREBY NOTED THAT SUCH APPROVAL FOR RECORDATION DOES APPROVED NC 158 OD Filing fee Paid: $21.00 HENRY L. SHORE, Register of Deeds NOT INCLUDE APPROVAL TO INSTALL AND UTILIZE SANITARY FACILITIES REV rEIV OFFICER U NOR DOES IT INCLUDE APPROVAL FOR THE CONSTRUCTION OR OCCUPANCY 4-1 45. OF BUILDINGS OR S UCTURES. THIS THE _l7_DAY OF__�W✓fsr�J�'1-----__�_Zf.Lfl Z { --- NORTH CAROLINA - DAVIE COUNTY By: --------------;41a---------- -------------- SITE � Ass is rant�DeDuty Davie County, North Carolina 1660 DI TOR, DAVIE-COUNTY PLANNING DEPARTMENT VICINITY MAP NTS LEGEND: CALLS ALONG LOT 48 CALLS ALONG LOTS 43 and 44 0 0 COURSE BEARING DISTANCE COURSE BEARING DISTANCE `D EIP EXISTING IRON PIN OR PIPE (AS NOTED) NIP NEW IRON PIN OR PIPE ( 5i8" REBAR SET ) C-1 N 04°32112"W 22.23' C-3 N 00'06'59"E 70.17' C-2 N 21°59'53"W 17.53' C-4 N 04'55'40"W 35.48' ~ a PK PK NA 1 L C-5 N 19'48'51"W 23.47' WFBRCC, LLC o RR RR SPIKE C-6 N 16°57'37'W 17.07' DB 201 PG 370 co CiL CENTER LINE C-7 N 12°13'35"W 75.46' RiW RIGHT OF WAY EP EDGE OF PAVEMENT EIP ,0- POWER POLE "CONTROL CORNER" TP TELEPHONE POLE SLP SECURITY LIGHT POLE _S 89°42_22"E --—_-10UTILITY EASEMENT OWNER(S) NOTE: ALL UNDESIGNATED SYMBOLS ARE 152.39' l (OR WE), THE UNDERSIGNED HEREBY ACKNOWLEDGE THAT 1 (OR WE) NON-MONUMENTED POINTS. C-5 N ( I I I I I AM (ARE) THE OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED © v o w NOTES: n S O a I I HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN AND SUBDIVISION F—Ca I sequence for Lot A + 'Sio) 42 41 I 49 }I I O O WITH MY (OUR) FREE CONSENT AND UPON APPROVAL BY THE PLANNING ( I) THIS PROPERTY IS SUBJECT TO ANY AND ALL O , 43 N Ii 39 O 37 C-7 t o C-6 t o C-5 : I BOARD OF DAVIE COUNTY AUTHORIZE THAT TH 1 S PLAT BE RECORDED IN EASEMLNTS, RIGHTS OF WAY, and AGREEMENTS 9e l an u+ r- 38 t o C-4 t o C-7 d'j, F t^ �I I OF RECORD PRIOR TO DATE OF THIS PLAT. \ N 89°34'44"W N 89°34'44"W THE OFFICE OF THE REGISTER OF DEEDS OF DAVIE COUNTY. (2) THIS SURVEY WAS PREFORMED WITHOUT 23.69' _ 72.58' THE BENEFIT OF A TITLE REPORT AND DOES I 44 - 1 L__ _SYCAMOR RIDGE DRIIE_ — ^ �� V l•%x_�t� (_� I NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. CART PATH I T — '— (3) TH 1 S MAP IS INVALID UNLESS IT BEARS ,1 ACCESS EASEMENT— THE OR I G I NAL SEAL AND SIGNATURE OF THE I 46'25 o DA TE OWNER'S SIGNATURE REGISTRANT WHO PREPARED OR SUPERVISED 1 O r N j7o u o� k or — THE PREPARATION OF THIS MAP. 00, O 1;5' a ,i ►a 1'� r ac 5 `�• N I I 75 (4) ALL AREA COMPUTAT I ONS ARE BY THE COORDINATE O T52 "< I 1 45 w 1 151 n1 m 1 76 PR I N OWNER S ME E l I METHOD. c 1\ t r O >1 I m I —_ _r Cit (5) THERE ARE NEW IRON PINS PLACED ALONG o 1 m 25,•E O� I & y _ --T- 1 NEW L OT L I NES OF L OTS 43-51. z 1 77'46' " 1 I 7o Z N 135.00 a1 I � I I � 74 DATE OWNER' 9NATURE . SITE DATA: w I I I 77 I I N• I avrS u, 3 1 46 n �I I I I ( PR IN OWNER'S NAME HERE WFBRCC, LLC f 1 1 1 1 O I -I-- ZONING CLASSIFICATION = R-12 (SPECIAL USE) DB 201 PG 370 $ \ 5 E I 15s 154 (/►I I —' 1 — PL AN UNIT DEVELOPMENT AS DEFINED °' 135.00' ,,, I I 73 DATE OWNER'S SIGNATURE BY DAVIE COUNTY REGULATIONS. O, u. 1 S t CO ARSE LAN 1 n 78 11 ( — o N 47 LINKS — I O I 0 1 1 ° 7 1 I � PRINT OWNER'S NAME HERE MINIMUM BUILDING LINES (R-12) v to I �- 0 FRONT YARD SETBACK = 35' NEW BOUNDARY L 1 NE 1 �� a6 25"E m �� ` T'T—r 1 SIDE YARD SETBACK = 10' N 77° FOR SYCAMORE GLEN `^ 135.00' O I I REAR YARD SETBACK = 20' p 1 rn ; — 11 t c v w I o 79 I �--- 0 1w 48 t r 155Ln N I Z I I I OWNER(S): `� 7,g6,25 E ` 1ss I I 71 AREA IN LOTS BV WEST, LLC n N 7 00' a ( S 16'51'26'E24.22' 1 C7 ( I O CART PATH 135• a` A=24.25'I R= tso.00 p POST OFFICE BOX 1670 1 m ) I I , LOT # AREA (SQUARE FEET) I O I n SU27012 CLEMMONS, NC I 43 12, 710.94 44 14,428. 03336) 766-5740 11, N 77° 0�,•E \ \. 55 m RIOGE pR1�E 46 10,800. 00 45 10,800. 00 1 13 D 47 10,800.00 Z g �b?O r I SYCAM 48 10, 741.54 NOTE: 49 10, 760. 00 ® 1 \\Q*z �� c 50 10, 760.00 0 WATER'S EDGE PROPERTIES, LLC IS THE OWNER OF Wo I o rso � • �I \ F a� 00. 0.3 \ \ 51 13,438. 18 LOTS 40, 41, 42, 48, 49, 151, 152, 153, and 154. Call sequence for Loi B v11 Nj7oa6'25"E ' 4sFss 1j44�E\� 57 of BERMUDA RUN WEST SYCAMORE GLEN (PB 07 PG 60) 1 00' aN NT�le \ O <\ 135. ALSO SEE DB 347 PG 598 S 82°36' 45"W 15.05' to 0 0_ 55 Ci N 10-f Al. 56 v N 12°r3'35"W 141.07' to N 11030'37'W 80.00' to \\ N 12013'35"W 80.01' to 51 \ 53 C-I f0 C-2 to REFERENCE: N 12'56'33"W 336.54' ro _ to C-4 to BEING PART OF THE PROPERTY OF S 12°13'35'E 746. 73' 'j! \ y°j,hS ii \\ '�,PS- BV WEST, LLC DESRIBED IN OB 347 PG 579 f \S( E TAX MAP E9-I50-BO i LOTS 43 Thru 51 S82'36'45"W _ �� \O U� I00 0 /00 200 300 15.05' _ - GRAPHIC SCALE - FEET LOT A E/P f l i2" REBAR) AREA = 0. 004 ACRES "CONTROL CORNER" 160. 07 sq. f I. LOT A - TO BE CONVEYED TO WFBRCC, L L C WFBRCC, LLC DB 201 PG 370 LOT B DAVIE COUNTY; FARMINGTON TOWNSHIP; NORTH CAROLINA AREA = 0.242 ACRES 10,538.89 Sq. f t. REVISIONS MARVIN S. CAVANAUGH and ASSOCIATES, INC LOT B - TO BE CONVEYED TO BV WEST, LLC NO. DATE BY POST OFFICE BOX 84 DANBURY, NORTH CAROLINA 27016 1 VOICE _ (336) 593-8119 FAX = (336) 593-8110 REVISION NOTE: 2 SURVEY FOR: I, MARVIN S. CAVANAUGH, CERTIFY THAT UNDER MY DIRECTION AND CERTIFICATION . ..;�� s REVISION OF THIS IS A REVISION OF BERMUDA RUN WEST ( ) I. THIS SURVEY CREATES A SUBDIVISION OF LAND IN AN THIS MAP WAS DRAWN FROM AN ACTUAL FEILD SURVEY MADE BY MARVIN S. CAVANAUGH "•° \ i=bra '.;-, '/ "SYCAMORE GLEN" (LOTS 43 thru 51 ) BEING AREA COVERED BY A SUBDIVISION ORDINANCE AND ASSOCIATES, INC. DEED REFERENCE RECORDED IN BOOK 347 ,PAGE 579 : ��T•. 4•i14 iw y 4 BER1Vl UDA RUN WEST PB 07 PG 60 AS RECORDED IN THE DAVIE ( ) 2. THIS SURVEY IS OF LAND IN AN UNREGULATED AREA THAT THE ERROR OF CLOSURE AS CALCULATED BY THE COORDINATE IS I 10000+ 1 THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM A DED OR OTHER INFORMATION: THAT THIS MAP WAS PREPARED IN ACCORDANCE ((SYCAMORE GLEN" E COUNTY REGISTER OF DEEDS, ALSO BEING DWG. ( ) 3. THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS R, 1.��r . ; +a"� r t$98-52B (SECTION 2) BY MARVIN S. CAVANAUGHWITH GS 47-30 AS AMENDED WITNESS MY HAND AND SEAL THIS �� Q (X) 4. THIS SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE and ASSOCIATES, INC. RECOMBINATION OF EXISTING PARCELS OR A COURT ORDERED SURVEY 15th DAY OF NOVEMBER 2000 �✓ '�"� y„ ( ) 5. FROM THE INFORMATION AVAILABLE, I AM UNABLE TO DRA*N BY SCALE DRAWING NO. lFPH DETERMINE PROVISIONS ( 1) THROUGH (4) EN Gg� �� DKA 1 rnch= 100 feet•/� CHK'D DATE ® ® 122 MARVIN S. CAVANAUGH N.C. PROFESSIONAL LAND SURVEYOR L-1148 MSC NOVEMBER 7-10, 200 Pv6 � Ay�a�Up'q •� E-911 Davie CountyI 0 - M CO T, "s" B TTI.29-�P! J i OWN" Cn „z foo T { O _ C7 O 00Mp O N N M M r D O N �1 r r O O 70 Z ;CJ c9 0 10 - (n � � N <' _ Q eco � N � � 157 7 ` '`4' �� ,�h 00 w N 66, �p �� o CIj cC N r 168 _ 103 206 h ,f67 106 - 105 10'� 12 109 2 17 - CO o -113110 218 ^ 111), - _115 178 0 _119114 -X115 222 R INKS 184 125118_ ,125 URS 90124 �L� •� o _ 3 N 1g6 `LNC �3 �,� N �"� �� `�'� h� °Rcy' 44 rn 0 � ti h 2p 7 2 ,N _N �w �R ��Q �`° ry RO Aq �o N �GPMo�100 �� d' •\ 413 sr 01 `tib 05 g�� 311 7 � o 7 NI 32 76 Off` `� �3 �`�� "� �32 ��•�� 70 N(06 �Oo 3 �,� v �S v�17S ,\OGS '7o 7 O "\(O� SSD �� N " 177 --174 167 164 Davie County has compiled this map from various N 0 150 300 600 sources and makes no warranties or representations, Feet expressed or implied, in act or in law, including without limitations the implied warranties of p merchantability and fitness for a particular purpose. Created: December 28th,2�� Users are encouraged to notify the GIS Department of inconsistencies in the map so that corrections can by Davie County GIS be made in future printings. I) (cr- 6!L 8 33 Owners Certification Surveyors Certification Surveyors Certification for Subdivision Planning Department / Review Officer Davie County Register of Deeds I (WE) HEREBY CERTIFY THAT I AM WE ARE) THE OWNER(S) OF THE HARRIS S. GUPTON HARRIS B. GUPTON L-1845 certify to one or more of the Final Subdivision Plat Approval Plat Registration ( I, Certify that this plat was drown try me from 1 Professional Land Surveyor, Number following as indicated by an X: PP g PROPERTY DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION C JURISDICTION OF DAME COUNTY AND THAT 1 HEREBY ADOPT THIS SUBDIVISION an actual survey made under my supervision (description recorded in Deed Book A. That the plat is of a survey that creates a subdivision of land within the area of a county or municipality This is to certify that this plat meets the recording requirements of the FILED FOR REGISTRATION AT �',I5 O'CLOCK M PLAN WITH MY FREE CONSENT, ESTABLISHED MINIMUM BUILDING SETBACK p that the roto of precision as calculated exceeds 1:10,000 feet; That has an ordinance that regulates parcels of land; LINES AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES °W ) P Development Ordinance Subdivision Regulations for Davie County. / re n accordance w' . S. 47-30 as amended. B. That the plat,is of a survey that is located in such portion of a county or municipality that is unregulated 7c�11 � r. This the—� '� pay of 200 AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. that this �— P� was prepared i as to an ordinance that regulates parcels of land; I, v 4zZ_� Review Officer of Davie County, certify Witness my original ' I. at' n r C. That this plat is of a survey of an existing parcel or parcels of land; that the map or plot to which this certification is affixed meets all statutory and recorded in Plat Book Page 33 L-1845 X D. That this plat is of a survey of another category, requirements for recording. BR 549 . LLC x Signature �-- P Y g ry, such as the recombination of existing parcels, o court �'1 V/Ifw� ,� r g Professional Land Su e or License Number ordered survey or other exception to the definition of a subdivision; APPROVED 1- �G FEE PAM: I-- a Register of y ector of Planning Review Officer n G • nen > E. That mformotion available to his surveyor is such that I am unable to make a determination to the best 1�� r3£,�,. --s"-c. Y fx, 6Y: /L 3 SIGNED / This the!1R-u Day of �LLll�� 200 3 "` , of professional ability a t rovisions contained in A through D. above. This the �G Day of �� 2W� DATE ME MANAGER „� �g f ti Assistant Dow" DAVIE COUNTY-NORTH CAROLINA ti300°0' ° °pooa�/ DAVIE COUNTY, NORTH CAROLINA L-1845 DAVIE COUNTY, NORTH CAROLINA o DAVIE COUNTY-NORTH CAROLINA 8 - Pi0fessional Land Surveyor License Number To To STA.TESVILLE n4O WINSTON-SALEM °o L„ � Co 4� CD sl TE 1 60 VICINITY MAP - NOT TO SCALE 1 \ CERTIFICATE OF APPROVAL OF Ll DAVIE COUNTY PLANNING DEPARTMENT 'I HEREBY CERTIFY THAT THE SUBDIVISION PLAT AS SHOWN HEREON HAS BEEN FOUND TO COMPLY WITH THE COUNTY SUBDIVISION REGULATIONS, WITH THE EXCEPTION OF SUCH VARIANCES, IF ANY, AS ARE NOTED IN THE MINUTES OF THE PLANNING BOARD AND THAT IT HAS BEEN APPROVED FOR RECORDING IN THE OFFICE OF THE REGISTER OF DEEDS. IT IS \ HEREBY NOTED THAT SUCH APPROVAL FOR RECORDATION DOES NOT INCLUDE APPROVAL TO INSTALL AND UTILIZE SANITARY FACILITIES NOR DOES IT INCLUDE APPROVAL FOR THE CONSTRUCTION OR OCCUPANCY 1 OF BUILDINGS OR STRUCTURES.` I I I \ r EIP 1 8 NIP-- ------------------- --------------------- -------------------- ------------------------ -- .� NIP — S54'25'24"W NIP 386.19' TOTAL NIP- CONTROL DATE �1 CORNER 154.69' 20' ACCESS & UTILITY EASEMENT -- 100.00 131.51' 0 / f -� ------------------------------ ------------- ---------- ---- ----------------------- -_ r DIREC+POR, DAVIE COUNTY PLANNING DEPARTMENT � � ` I Or I f^ fJ 10 I 0Co z I m z I NIP f- N 0 o m 01 01 rr NIP X 127 z 128 , 119 EIP m o m 0 „v % 17,229.996 sq.ft. z �� 0.395 acres m w w z 18,212.829 sq.ft. 93,302.344 sq.ft. � � m 0.418 acres EIP rj 0.305 acres EIP Cry EIP G^j 19_ 104.32' 37.04' 62.96' 17.07' 65.25' Cid EIP3 NIP TOPN54°24 38"E EIP 286.64' TOTAL NIP EIP NIP CG5 EIP \ CORNER r V i JFi� iDI f��Fi3� �Fi1�I� -- (50'I PRIVATE R/W) \ \ \ -- -- -- l I I "REVISED" \ ( 122 I FINAL PLAT � 125 I 124 123 I LEGEND NOTES: �� ` I THE PURPOSE OF THIS REVISION IS PROPERTY LINE ZONING R-12—S \ I I I I TO ELIMINATE LOT 129 AND INCLUDE BUILDING FOOTPRINT BUILDING SETBACKS I I I I THE AREA INTO LOTS 126, 127 AND 128. �————� RIGHT OF WAY LINE 35' Front — — — — — — LINE FROM DEED OR PLAT 10' Side I N/F NOW OR FORMERLY 20' RearI B�WffUI>�4 �'UN Ty�AST CD OO EIP EXISTING IRON PIN rr, 0 NIP NEW IRON PIN CENTERLINE DATA ( ( I PORTION OF "CHESTNUT RIDGE" � O NPS NO POINT SET LINE DIRECTION DISTANCE (SECTION 3) c� A>_ PP POWER POLE L1 N50'27'15"W 31.74;REVISION OF LOTS 126 THRU 129 u7 L2 N50°27'15'W 21.35 m HYD HYDRANT OWNER-DEVELOPER BR549, LLC ❑ TB TRAFFIC SIGN BOX CENTERLINE CURVE DATA O TV CABLE TV PED. CURVE 1000 WEST FIRST STREET RADIUS LENGTH CHORD BEARING WINSTON-SALEM, N. C. 27101 � ❑ TELE TELEPHONE PED. C1 65.00' 42.38' 41.63' N31'46'35"W TELEPHONE WINSTON-SALEM, N. 2 �x LP LIGHT POLE C2 65.00 15.13' 15.10' N06°25'37"W (D WM WATER METER C3 65.00 15.13' 15.10' N06°54 56"E FARMINGTON TOWNSHIP / DAVIE COUNTY, N.C. C) ® CO SEWER CLEAN—OUT C4 65.00' 31.43' 31.12' N27°26 10"E PORTION OF TAX PARCEL 26 / MAP D-8 C5 65.00' 14.90' 14.87' N47'51 16 E ��r YI YARD INLET DB 201, PG. 358 ~ a CB CATCH BASIN DATE: MAY 9, 2003 SCALE: 1" = 40' GRAPHIC SCALE TOTAL ACRES BY DMD = 1.117 r-, 40 0 20 40 6o 160 GUPTON 8c ASSOCIATES, PA ENGINEERS - PLANNERS - SURVEYORS CD 2200 SILAS CREEK PARKWAY SUITE 2-B Cr WINSTON-SALEM, NORTH CAROLINA 27103 c�Yn IN FEET TELEPHONE. 336 / 723-2459 CD r , 1 inch = 40 ft_ NOTE; NO GEODETIC CONTROL MONUMENTS FOUND WITHIN 2000 FEET SHEET 1 OF 1 JOB NO: 11977-03C m