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Forest_Glen_Subdivision Subdivision Addressing Package Forest Glen Subdivision 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. Forest Glen Subdiv Lot# Housenumber Road Name Parcel No. Subdiv Lot# Housenumber Road Name Parcel No. 1 108 Blossom Hill Court H517OA0001 32 299 Canyon Road H517OA0032 2 116 Blossom Hill Court H517OA0002 33 297 Canyon Road H517OA0033 3 120 Blossom Hill Court H517OA0003 34 295 Canyon Road H517OA0034 4 122 Blossom Hill Court H517OA0004 35 289 Canyon Road H517OA0035 5 124 Blossom Hill Court H5170A0005 36 275 Canyon Road H517OA0036 6 123 Blossom Hill Court H517OA0006 37 255 Canyon Road H517OA0037 7 121 Blossom Hill Court H5170A0007 38 235 Canyon Road H517OA0038 8 117 Blossom Hill Court H517OA0008 39 120 Dry Creek Road H517OA0039 9 109 Blossom Hill Court H517OA0009 40 128 Dry Creek Road H517OA0040 10 100 Arbor Hill Avenue H517OA0010 41 217 Canyon Road H517OA0041 11 110 Arbor Hill Avenue H517OA0011 42 207 Canyon Road H517OA0042 12 120 Canyon Road H517OA0012 43 195 Canyon Road H517OA0043 13 126 Canyon Road H517OA0013 44 187 Canyon Road H517OA0044 14 140 Canyon Road H517OA0014 45 177 Canyon Road H517OA0045 15 128 Fox Horn Court H5170A0015 46 165 Canyon Road H517OA0046 16 130 Fox Horn Court H517OA0016 47 153 Canyon Road H517OA0047 17 132 Fox Horn Court H517OA0017 48 135 Canyon Road H517OA0048 18 135 Fox Horn Court H517OA0018 49 118 Arbor Hill Avenue H517OA0049 19 129 Fox Horn Court H517OA0019 50 126 Arbor Hill Avenue H517OA0050 20 121 Fox Horn Court H517OA0020 51 134 Arbor Hill Avenue H517OA0051 21 158 Canyon Road H517OA0021 52 140 Arbor Hill Avenue H517OA0052 22 170 Canyon Road H517OA0022 53 148 Arbor Hill Avenue H517OA0053 23 200 Canyon Road H5170A0023 54 152 Arbor Hill Avenue H5170A0054 24 226 Canyon Road H517OA0024 55 149 Arbor Hill Avenue H517OA0055 25 244 Canyon Road H517OA0025 56 147 Arbor Hill Avenue H517OA0056 26 262 Canyon Road H517OA0026 57 141 Arbor Hill Avenue H517OA0057 27 274 Canyon Road H517OA0027 58 135 Arbor Hill Avenue H5170A0058 28 284 Canyon Road H517OA0028 59 127 Arbor Hill Avenue H517OA0059 29 292 Canyon Road H517OA0029 60 119 Arbor Hill Avenue H517OA0060 ail 296 Canyon Road H517OA0030 61 113 Arbor Hill Avenue H517OA0061 31 300 Canyon Road H517OA0031 62 107 Arbor Hill Avenue H517OA0062 7/20/2007 NOTES: FILED FOR REGISTRATION AT _1Q•55O'CLOCK _M, $ 1. RAW ERROR OF CLOSURE 1:10,000+, MISCLOSURE WAS 9? ? DISTRIBUTED BY COMPASS RULE. A1t.0 �L200Z AND RECORDED IN PLAT BOOK 2. AREA DETERMINED BY COORDINATE COMPUTATIONS. 7y� 3. DASHED LINES REPRESENT INFORMATION TAKEN FROM AGE --_. /■r� `S REGISTER OF DEEDS. DEED OR PLAT. SEE 4. PROPERTY ZONED "R-A". C48 SHEET 2 FILLING FEE PAID z 5. DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES / �p UNLESS NOTED OTHERWISE. 1z' C49 \C46 r�RStP� A 8. BE OUTSIDE OOPROPERTY S-I YEAR FLOODPLAIN AND 2)E O ZONE "ADETERMINED T [�� C50 P To 1<1 Q N46'06'03'W BY: `-'-- �9 SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR / C45 330.22' DEPUTY - �� �j FLOOD, ACCORDING TO F.I.R.M. PANEL NO. 370308 0100C �1 MAay EFFECTIVE DATE DECEMBER 17, 1993. 7. 111.51 +/- ACRES TOTAL AREA TO BE SUBDIVIDED INTO 62 LOTS WITH r'� /f ,Q •� V Q RD AN AVERAGE LOT SIZE OF 1.8 ACRES. ✓ '`� `L C44 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION j 8. TIE BETWEEN CONTROL CORNER #1 AND #2 IS N53°49' 38"W,475.62'. Q G C43 d SAIN RD S1 TE 9. TIE BETWEEN CONTROL CORNER #3 AND #4 IS 548'36'58"W,381.36'. �`b Obi�Kb1'� 20 DIVISION OF HIGHWAYS may! 10. ALL LOTS TO BE SERVED BY PUBLIC WATER. % Q / F. 16 QO �, PROPOSED SUBDIVISION ROAD CONSTRUCTION I1. LOTS 1 THROUGH 38 AND 41 THROUGH 82 TO BE SERVED BY PUBLIC SEWER. % i STANDARDS CERTIFICATIO O �' O 79,275 SF 9 j 12. LOTS 39 AND 40 TO BE SERVED BY PRIVATE SEWER SYSTEMS. Q �J / � �� >> �- DOUNtRt LNIE RD c4 �isNa 13. BUILDING SETBACKS: FRONT 40; REAR 30'; SIDE 15; AND // / �p�0' �� 1.82 AC APPROVED__ 7 �etK p� SIDE STREET 25'(SEE GOT 37 AND 38 AS EXAMPLES). / O S Oj DISTRICT EN / _ J �AaY` 14. CEMETERY AREA IS APPROXIMATE, BASED ON REFERNCE NUMBER 2. / / S0, 15 A 9' J THIS THE �l_�__ DAY OF REFERENCES: / 44,971 SF R) NORTH CAROLINA - DAME COUNTY Nwr e4 L 1. ALL DEEDS AND MAPS SHOWN HEREON. / 1.03 AC S0) 90- � S 2. UNRECORDED PLAT ENTITLED "PLAT OF SURVEY FOR: /C40 DOROTHY M. HORN ET AL", DATED 6/23/00, AND BY GRADY L. TUTTEROW, PLS (L-2527) tEMNOCti RD 3. RECORDED PLAT ENTITLED "MAP SHOWING HENDRIX HEIGHTS a SUB-DIVISION". DATED 10/6/61. BY A.L. BOWLES. PLS (L-439), a S6' y' � T-BAR AND RECORDED IN PLAT BOOK 3. PAGE 110. w LA / 1, CLINTON B. OSBORNE A PROFESSIONAL LAND SURVEYOR, 14 WCAP Q / NUMBER L-3834 CERTIFY TO ONE OF THE FOLLOWING: VICINITY MAP NOT TO SCALE SEE SHEET 2 ID LP i 44,560 SF 0, O'L � �, � z Oj CQ. 6 j Q�j' Q� FvrA.THAT THIS PLAT IS OF A SURVEY THAT CREATES A SUB- 47, LP(D 1.02 AC Gj� �N Q f0� �P� DIVISION OF LAND WITHIN THE AREA OF A COUNTY OR \ 31.12' MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES \ TIE m _ - J a- OQ c�� PARCELS OF LAND; N18'09'20"W \ \ \ _ 73.45' _ _ _ _ 185.53' _ _ _ _ 140.00'10x7o sE o 10 X7�SE C38 `Q �� Q� `\ _ _ _ROAD 50' PUBLIC R/W` PROPOSED PAVEMENT EXISTING PAVEMENT CH_136.82 - CANYON _ _ _ _ _ _ _ _ _ �18"PINE TREE R=325.00' 148.00'~ 160.00'UNDER_ COUNTY 80ND 14p 98' \ ��1 SURVEYOR DATE 13 'O OQ' L=137.86' _ \ N40'36'10"W r' �~ 10' PUBLIC \ 65,047 SF 6 ��P�o_ �N S50'53'S5"E UTILITY EASMT. \ 1.49 AC 9 CH=116.17' v��z�Lj� P� `^ 448.9B'TOTAL �, 43 R=325.00' "I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE "THE COUNTY PLANNING BOARD 50,851 SF L=116.80' ° C39� \ OWNER(S) OF THE PROPERTY DESCRIBED HEREON, HEREBY APPROVED THE FINAL SO 1.17 AC G��� Z0 C37 WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION 0, �� 47 Ln 0'w PLAT FOR "FOREST GLEN" � -;r OF DAME COUNTY AND THATI HEREBY ADOPT THIS S (n n w Lrl 12 SUBDIVISION PLAN WITH MY FREE CONSENT, CA � � 46 N CJ 35,245 SF N � � N66 ESTABLISH MINIMUM BUILDING SETBACK LINES AND 171-1 N cr A.03 1�-/7_�r O d _ 44 Ln COD) 45 40,000 SF o p 0.81 AC Ln �+ 3� DEDICATE ALL STREETS, WALKS, PARKS, AND OTHER 45,929 SF 1 37,000 SF �� 0.92 AC °' 0 1 48 SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE d o Q 0.85 AC w S o0 Ln o 42,230 SF 12 `�L>O AS NOTED. Lo 1.05 AC _ _ o \` 9� O� 0.97 AC 59,450 SF �7- j �7f i _ / SH*AC MA COUNTYPLA 4INGo °o � O, � C36 1,36 SF OWNER DAtErOARD" s0 O ? O A � 501.99'TOTAL I HEREBY CERTIFY THAT THE DAME COUNTY HEALTH DEPARTMENT HAS '57. O "�=F� 653.98'TOTAL 24" RED OAK °' -' -rt P1 �! EVALUATED THE SUBDIVISION ENTITLED "FOREST GLEN" WITH RESPECT N50'S3'55"W 9 y / 0 00 .1 0 9� TO CRITERIA AND CONDITIONS ESTABLISHED BY STATE LAW OR N50'53'55"W i a 110.00 105.00' 100.00' 100.00' 86.99' -1 t 009 PROMULGATED THEREUNDER AND THE SAME IS FOUND TO COMPLY WITH SUCH CRITERIA AND CONDITIONS EXCEPT AS FOUND IN SUCH �� o O9 z 30"W 95. 8 64.02' 100.00 5.00' 95.00' 105.00 �yA�S�9 S EVALUATION AND FOR LIMITATIONS, SEE THE WRITTEN REPORT ON FILE , 9p G �O 41 N57'26' 148.00' 35.98 N to LO SIGN ESMT. y ys A ��� AT THE DEPARTMENT. �0,y��cy�i V 227 27' "X" IN 5.00 O� I 1p j 20'X10' Q O,�S Oy IMPORTANT NOTICE: THIS CERTIFICATE DOES NOT CONSTITUTE A PERMIT OR APPROVAL OF INDIVIDUAL LOTS IN THE SUBDIVISION FOR CYI CONC. �0 1 IU OD (A w to �OO O,Ssa INSTALLATION OF SEWAGE I IT)FS -� G =+ 53 cn I oJ1 I '° � -i LO N co w w M rn S LO Ln -� IQ cn O N ID 0 0 cO N Lo 7 8 O \ O 27,098 SF o 6. U w w N D > 0 Ln -I o' = a? o ry 22,830 SF '�,� O� �2i C 1 2 54 S� 0.62 AC h N) o o r I v o I o NJ 1 Lo rn} o --- -- -- - - �� Q' O DO O} O co Co (P w O Ln I (3 0.52 AC ,gam 110-1 DATE N H 0FF11 AL 55,925 SF 38,, un L� 52 rn rn 0}} N rn 1 11 10 C, 9 �_ � 8 W o � OAF �j, F I N o I C,f 0 21,246 SF � 20,590 SF z c" h cp 9 A 1.28 AC 20,195 SF Ln Ln 49 20,954 SF � 23,050 SF O REVIEW OFFICER STATEMENT sr� 0.46 AC 51 50 0.49 AC 0.47 AC ©Q 0.48 AC /A 9�. J NORTH CAROLINA - DAME COUNTY 22,071 SF 0.53 AC 6 6 21,643 SF `c �w m ^ W' 0.50 AC = 21,395 SF 0.51 AC oo w� �� ^o' 20,477 SF I ��� kg__ REVIEW OFFICER OF C13 0 0.49 AC C21 C22 odo wo DAME COUNTY, CERTIFY THAT THE MAP OR PLAT TO C14 0 W ao C20 °'z C23 0.47 AC WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL �� z Z w� C19 10 X70 SE STATUTORY EQUIREMENTS FOR RECORDATION. �( / EP C15 C16 00 wo C18 _ EP C24 C26 C27 ��T S C12 ,� C17 v v �z� 2O' PAVEMENT EP L OSSO C25 11 q2 10X7056 B ✓; 0�0. N49'15'19"W ( ts. �, J --- A HILL AVENUE _ , ' 7 'SE 1p'X750' PUP ILL co C28 S6 206 98 R EW OFFICER DATE 0 1 - 257.37' ARBOR _ - 01 y Llc R ti6B,Sp $90= C11� 50' PUBLIC R/� C2 / C1 0 [ 1 611 55 C4 C3 10'(PUBLIC b Z C35 oG C29 Oo�r c�0 23,412 SF O�P�,4 C10 C9 C8 C7 C6 - - - C5 UTILITY EASMT. Z C34 C33 ee 42,31 SF C11 -0 f s', 0.54 AC Qp�f,�h 0,97 AC \. C3 C30 `o� TO s ^�h 0� 1�� 61 62 � 33,197 SF C31 .. N 58 59 60 57 27,402 SF 27,863 SF 29,230 SF 30,794 SF 34,554 SF •� 0.76 AC 2 MAG NAIL SET AT '0 0.63 AC 0.64 AC 0.67 AC 0.71 AC W 0.79 AC I I LA 526 9� cF 27,435 SF z w z d �, z 27,301 SF 26. A � / INTERSECTION OF 00- Lo QQ z 0.63 AC L� CA N 1 co � o I LTJ wl � o O� �, � 0.63 AC 4)s 2g F yQ> S PENINGTON DOWELL LANE `�Q Iv (0 t° `D o0 0 °''Eli _+ c° a 1 U °S `O o z `s'� 4 94' S,'C) 0 \ AND SAIN ROAD 00 '� 56 °' ` 0Di o M Ca o cc LTJ, m�L I trJ a? co o ry c, �. 53,558 SF o� 9 ZS XO. `3 59,219 SF 1 c° o 0 0 0 - u <,� 0 1 0 w 6� vI� cG 1.36 AC w o w w U, w r< Q w r, m 1 I 3 Ss 1.23 AC LO ,� �i ��9 rri rri rn v m �i o t 25,425 SF v� �O� '0r' / NCGS MON MENT "SAIN AZ MK".1,\• ko; ��0� 24 0.58 AC G O N 1�' N: 793,70 .775 GRID 2 $S L1 ` Jm 9�S�,A 62° 077 / / E: 1,550,343.418 GRID Oh o `�� N56-10'26"W F�'9F CN=1g83g82, N49'29'34"W N49'51'20"W N52'20'27"W ?-129B--- N: 12g j N: 794,069.22' GRID TOTAL 603.77' CH=100.03' CH=64,27' ��G o 198.78'TOTAL CH=169.80' RH 2357,2741' '196 g6� / E: 1,549,862.39' GRID 245.76'TOTAL -� �`- s, S49'50'09"E - - - _ _ - _ _ R=12970.0_0' R=12970.00' _ 40' _ S49'59'51"E R=2351.2741' - L=144.76' i 3/4"EIP 71.44'TIE S49'14'27"E L=100.03' L=64.27 S49'59'51"E 10'X70'SE U 110.01' L=169.84' 8,77' _ 3/4"EIP �� 410.70 MAG lox EP 1, 100.04' 93.03' C67 35.74 100.01 110.01' NAIL P C66 f f? S54'45'55"E - - 298.96'-TIE S48'40'17"E IE - -' --� � _ ' STING PAVEMENT _ _ _ _ SAIN ROAD (SR. 1463) 18EXI _ 1420.61'TIE GROUND COLD TRACT ENTERLINE OFE60' PUBLIC R/W CERTIFICATE OF ACCURACY OF MAPPING DEDICATED R/W ROAD N45"44'47"W NCGS MONUMENT "SAIN" FROM EXISTING R/W 817.87'TIE GROUND N: 794,639.913 GRID SITE DATA: I, CLINTON B. OSBORNE, CERTIFY THAT THIS PLAT WAS DRAWN TO OLD TRACT LINE (817.80 TIE GRID) E: 1,549,276.632 GRID TAX MAP "H-5" LOT 52 FINAL SUBDIVISION PLAT UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN DEED BOOK 368, "'I'!.'i •,. CGF=Q,9999086 111.51 ACRES GLEN+LEl �iT]� G PAGE 390); THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN A5 DEED BOOK 368, PAGE 390 FOREST BROKEN LINES PLOTTED FROM INFORMATION FOUND IN DEEDS AS LEGEND LINE EXISTING OWNER- WNDEVELOPER: SHEET 1 OF 3 LISTED; THAT THE RATIO OF PRECISION AS CALCULATED IS BOUNDARY / 1:10,000+; THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH G.S. :', EXISTING IRON PIN O EIP BOUNDARY LINE - NEW NEW SOUTH DEVELOPMENT CO., L.L.C. 47-30 AS AMENDED. / 7V EXISTING REBAR O EIR RIGHT-OF-WAY LINE - - 3504-132 VEST MILL ROAD WITNESS MY HAND AND OFFICIAL SEAL THIS _1! DAY OF WINSTON-SALEM, NC 27103 Allied Associates P.A. NO POINT SET • NPS UNSURVEYED PROPERTY LINE NOVJc��i�_ 2ov�. IRON REBAR SET • (336)760-6922 L-3834 RIGHT-OF-WAY R/W EDGE OF GRAVEL EG MICHAEL J. KELLY 4720 Kester Mill Road Phone (FAY 765-2377 / EDGE OF PAVEMENT EP Winston-Salem, N.C. 27103 FAX 760-8886 LICENSE NO. PROFESSIONAL LAND SURVEYOR CONCRETE MONUMENT CM EASEMENT e-mail- ASurvey®aol.com CHORD CH - - - NOTE: GRAPHIC SCALE SIGHT EASEMENT SE This property is subject to all easements, right-of-ways, I` DEED BOOK DB "I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN FOUND TO COMPLY WITH THE COUNTY streets and assessments, if any, as the same may appear of SCALE TOWNSHIP COUNTY STATE DATE SUBDIVISION REGULATIONS, WITH THE EXCEPTION OF SUCH VARIANCES, IF ANY, As ARE NOTED IN THE MINUTES OF record in the office of the Register of Deeds, Clerk of Court, PLAT BOOK PB THE PLANNING BOARD AND THAT IT HAS BEEN APPROVED FOR RECORDING IN THE OFFICE OF THE REGISTER OF 100 0 50 100 200 400 EASEMENT EASMT. DEEDS. IT IS HEREBY NOTED THAT SUCH APPROVAL FOR RECORDATION DOES NOT INCLUDE APPROVAL TO Town or County Tax Office or which may have been acquired by 1" = 100' MOCKSVILLE DAVIE North Carolino 11/04/01 I I !!!!!" I IINSTALL AND UTILIZE SANITARY FACILITIES NOR DOES IT I V 7 �LUDE APPROOR THE CONSTRUCTION OR prescriptive use, and were not visible at the time of my PAVEMENT PVMT. OCCUPANCY OF BUILDINGS OR STRUCTURES, t inspection. This survey is subject to any facts that may be SURVEYED: MAPPED: JOB NO. MAP NO. TDS UTILITY POLE ___�rw=�-- L�1_ disclosed by a full and accurate title search, NOT furnished CBO/WAB CBO/WAB PAO10401 KELsd.DWG KEL - DI TRPC OR. COUNTY PLANNING DEPARTMENT" I as of this date. ( IN FEET ) 1 inch = 1 T ft. CURVE TABLE ON SHEET 3 © Allied Assoc., P.A. 2001 REVISED: 11/27/01 CORNERS 7 �20 23.10' IqL TIE 324.85'TOTAL o ADJOINCR N07°21'37"E ADJOINER ADJOINCR ADJOINCR , N07°20'30"E -�_gAR "C "B" 'A" N07'22 00 E 0 908.42'TOTAL "D" 24.67' 273.81' 26'36' W/CAN 07°22'31"E jj 13 (740.91' TOTAL) 317.2 7' Ao _ _ _ _ 4 T-BAR _ _ 137.74' -T SA 87.03' 139.40' 269.09' �o 1 SIS OF gF,ARIN G W BA �j ------- T� /CAP 20' SANITARY t 1/2"REB AR o SEWER PUBLIC OFF LINO) N NC GRID(NAD B3 \ EASMT. (4.88 � m� yaiH c0 3>rn O 100 YEAR FLOOD �� Cl)� Z 40,1135 SF \ d0 SITE CERTIFICATE OF ACCURACY OF MAPPING 0 \ N t O O -�Z 0.9 2 A C SAW RD 18 01I, CLINTON B. OSBORNE, CERTIFY THAT THIS PLAT WAS DRAWN �� \ O6 78,972 SF �, Q GD /oc 90 e RD UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY j to�L�N� 1.81 AC C) < a w �� �O• CWNTRY�� SUPERVISION (DEED DESCRIPTION RECORDED IN DEED BOOK 368, Fl ") PAGE 390); THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS El \ I BROKEN LINES PLOTTED FROM INFORMATION FOUND IN DEEDS AS fix] 10' LISTED; THAT THE RATIO OF PRECISION AS CALCULATED IS W 1:10,000+; THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH G.S. z T-BAR T-BAR NwY 64 �r ao `� W CAP W/CAP w ` 20' 47-30 AS AMENDED. W / WITNESS MY HAND AND OFFICIAL SEAL THIS -&-7- DAY OF c� s Ocp �� N13°36'14"E _ 017 W � O652, NNcvE01505X 20oD o � ;n oo ��� o. 9s o EX1 ST! `n to ° �h LfXlNGTONRD L-3834 ---- PROFESSIONAL LAND SURVEYOR � 28 `+ 6 � \sem �� � CEMETNG o cr S14'0928"Wo LICENSE N0. rr tD SSE ERY 114- 99.16' 0.1 VICINITY MAP NOT TO SCALE 111,725 SF ">` \ z NOTE 14 / 10 4> �� 2.56 A C \ v� --- ,151 SF o 8° c� o T-BAR S17.33'21"y� \� LEGEND BOUNDARY LINE - EXISTING )S 2J � N1 p W/CAP 826' S14°1j` W ° h0 � S � a, T-BAR 21" G� N o W CAP 103.10' c� > EXISTING IRON PIN O EIP BOUNDARY LINE - NEW 160,889 SF �`oG' �G' S`9 6`38 r� / EXISTING REBAR O EIR RIGHT-OF-WAY LINE - "- S26°20'36"W 3.69 AC V tiQ5 OT "rte t1� NO POINT SET • NPS UNSURVEYED PROPERTY LINE - 'U ', / 9� w O O IRON REBAR SET • CH=110.00' O`/ 19 � � v a, EDGE OF GRAVEL RIGHT-OF-WAY R/W Fp R=525.00' ''>� 96,057 5F `rn � � '�`' � EDGE OF PAVEMENT 2.21 AC w 0) CONCRETE MONUMENT CM L=110.20' � O p 0 CHORD CH EASEMENT - - - 00 SIGHT EASEMENT SE `y S40°59'40"W z LO DEED BOOK DB PLAT BOOK PB - CH=157.69' T SED PVMT. -- EASEMENT EASM UNITY BOND - R= 0)525.00' 7"W ry PAVEMENT PVMT. � `� -- o N00035 5 � L=158.29' 26N I 372.22' 117,730 SF ry'-"C,; w i 2.70 AC Q C42 o�O A- q S17°28'02"W 20 10 \ FILED FOR REGISTRATION AT _ .5.5 %* O'CLOCK •M, - - _ CH 181.53' � � \ `� ,�03---� 64,536 SF � \ _ 20Q� AND RECORDED IN PLAT BOOK _ ___, R=475.00' `���� 1.48 AC x`39• ' L=182.66' � � � S58°23'03"W AGE77Z_ . � � REGISTER OF DEEDS. \ \ CH=159.77' \ d� 605.. FILLING FEE PAID S41°32'26"W� \ R=525.00' �(0 d�� F C"D CH=214.63' \ FA \ L=160.39' ✓,Z�j 1�1 �1) o R=475.00 FA \ \ �g1� g' � 0, Qo �O�P C41 c� S `Z �` F N p,� ,,� 21 BY: --- - ----- -- L=216.50' �\ B 9 �` a /- 3 ) 01- 0.72 ------- �J \ \Geo o\ S�F-p��i \ N Al 06 5 31,497 SF 906 ` z P DEPUTY - IFS \�p�o ` y\ O N18 0.72 AC OS, Q GRAPHIC SCALE o \ ���s�o� �'�' 0 6� ti>9o�. opo�� �' `° 35 /� o C56 22 26� 605,, U Q)* 100 0 �0 100 200 aoo o Co 84,075 SF R=475.00' \�� 1.93 AC L-134.13' \ \ 25 / moo /moo Q �L �o/ S62°4114"W \ �\ 79,324 SFS p 22 /CH=133.68' \.y 1.82 AC 0''7o`�o%°J J ( IN FEET ) - 36 .�\ 411' = 59,613 SF fQ 1 inch = 100 ft. R' 78,813 SF �Z� �\ 3 9�3, 38r 0 1.37 AC �Qv / /Q4o Jo``� / SEE SHEET 1.81 Ac o o \ T`�9,. ti3 , s C t,, -� o�, \O\coo. o� w �o ops. "Y Q) �� \ \ � ^� ,35.8 78/ 1 37 �^�° \ \ C55 71,440 SF '6g 4z' n 293.60' 288 / 78,347 SF 1- o \ \ 1.64 AC ss,s3. ��P 183. „0 1.80 AC ���� \ TIE S20p°1S'49', /0'��/ 35' ,� , O 2.30 /�,/oo '� \ S13°57 p2, \ �, 23 �,`�� O D� O� 47 W C54 \s\ SS.S� �O 57 775 SF , d 6.95'TOTAL x`39 ww�� \ j� , �0� �� oh 1.33 AC ^ o ��'f / �� QQ, �S\��\ �., AJOINER TABLE: ` \�� F` / A" MARTIN H. LYNCH ` oG DB 189 PG 252 32 PG15 O®\�� \ N09'18'1 9"W / TAXI MAP H5L OT 53.01 39 0',QF „>� �s� Ftp°� ` CH=365.11 `� \ C51 R=275.00' / "B" 1/2-NELSON & LISA W. BEASLEY �j 356,222 SF 2 ��B ^rte U) 38 \ L=399.27' / 1/2-MARTIN H. & LINDA R. LYNCH 8.18 0 S pDB 99 G 5 6 X00 ,n PRIVATE SWER SYSTEM s��0° �0S' 62,564 SF ��� ��� \ / / TAX MAP H5 LOT 53.10 y 1 52 72 ,�(� 1.44 AC �,� O d �� \ / "C" NELSON & LISA W. BEASLEY 10, 05., ti Q�� b ' �� rj� / DB 171 PG 148 0 ` F� /QT F 3 � Q1�4 �'h � OSF� � ` - __ � � - r / i / DB 199 PG 573 7 O O �� Q ��� �h �� i TAX MAP H5 LOT 53.07 C/,/ISO'j6; "D" DAVID G. & LINDA J. HICKS �O \\�S ti� O R� 9 PC 570 2�0 c- DB- DB 172 PG 306 00 1 �0 r \" l'4/ `32'z 0 0 o , „ DB 208 PG 7 ��J 2 22 C52 / �� 12O 6�9, ��'t�� N08 35 52 E TAX MAP H5 LOT 53 6 �` CH-163.86 R=325.00' L=165.65' 1 S18°43 51>. / 41 683,g8 W °52' " 782 SF / S64 39E 54, � rn rn r� C53 J / i CH 165.23' 1.25 AC a° 42 'n Q R=205.00' o 53,843 SF N FINAL SUBDIVISION PLAT W L=170.07' ter t3 40 fZ �i 1.24 AC r' FOREST GLEN '<Q P, 165,448 SF C68 IMo� SHEET 2 OF 3 000' 3.80 AC "�1 z 00 f� ,40 PRIVATE SEWER SYSTEM oho oa CJD 3g0 gg'TOTAL SO cc w�cop�� 4 r Allied Associates, P.A. oo 4 m1' 1 SO0°33'42 W GUO�/� S30°TS3 PUBLIC ACCESS CASEMENT f f - cP o�N rn, 293.16 � 4720 Kester Mill Road Phone (336) 765-2377 462 30P - - 1 50.50' 17.00' R_\{HOLDS Winston-Salem, N.C. 27103 FAX 760-8886 0/.jj�Y 7S' 50.00' „ OAK TRCC JAMES L„JRB 8cg30PG 202 T 10-4 e-mail- ASurvey®aol.com yFNp�rs �3SL GjTE� �' - - - 1'22 21"W (TOP OUB) W/ DB BLOCK 8A LO T X yei Or- 933 A)y 823.31' Sol-22'211,16 EIR WITNESS TAX MAP SCALE TOWNSHIP COUNTY STATE DATE qX Mgp''TS s pG ,, ERsyjp 1023 g1'TOYAL I 1" = 100' MOCKSVILLE DAVIE North Carolina 11/04/01 (� Oj 0 1NA SURVEYED: MAPPED: JOB N0, MAP NO. TDS /Y6 L� /�/SjON,, 1 1 - ONIC LESTER M g3 pG 6 oWL CBO/WAB CBO/WAB PA010401 KELsd.DWG KEL Q DB TAX MAP H6 LOT 7 CURVE TABLE ON SHEET 3 NOTES, REFERENCES, AND CERTIFICATIONS ON SHEET 1 © Athed Assoc., P'A' 2001 REVISED: 11/27/01 CORNERS . . . . . . . . . . . . . . . . . . . . . . . . . . . _ s CURVE TABLE LABLE ARC RADIUS CHORD BEARING CHORD LABLE ARC RADIUS CHORD BEARING CHORD LABLE ARC RADIUS CHORD BEARING CHORD 9 LABLE ARC RADIUS CHORD BEARING CHORD C19 54.23' 975.00' N59'48'14"W 54.22' C37 132.50' 255.00' S14'20'14"W 131.01' C55 68.64' 225.00' N62'02'12"E 68.38' C1 110.06' 975.00' S50'1 9'47"E 110.01' C20 57.13' 1025.00' S59'48'02"E 57.12' C38 224.09' 255.00' S25'43'23"E 216.95' C56 33.36' 525.00' S68'57'23"W 33.35' a C2 100.53' 975.00' S56'31'03"E 100.48' C21 110.09' 1025,00' S52°19'02"E 110.04' C39 322.01' 205.00' S05'53'55"E 289.91' C57 43.68' 475.00' S03'49'00"W 43.66' Z C3 32.77' 975.00' S60'26'03"E 32.77' C22 105.39' 1025.00' S46'17'41"E 105.34' C40 179.97' 205.00' N64°15'04"E 174.24' C58 21.03' 25.00' S22'54'46"E 20.41' ,,o C4 68.46' 1025.00' N59'29'02"W 68.45' C23 101.71' 1025.00' S40'30'24"E 101.67' C41 116.76' 255.00' N52'13'07"E 115.74' C59 78.18' 50.00' NO2'12'59"W 70.45' 106 C5 100.27' 1025.00' N54'46'05"W 100.23' C24 67.99' 1025.00' S35'45'49"E 67.98' C42 107.10' 255.00' N77'22'06"E 106.32' C60 30.47' 50.00' N60'01'56"E 30.00' C6 100.09' 1025.00' N49'10'06"W 100.05' C25 20.35' 25.00' N57'11'11"W 19.80' C43 21.03' 25.00' S66'30'1 5"E 20.41' C61 29.26' 50.00' S85'44'35"E 28.85' '4A/Ar C7 56.21' 1025.00' N44'48'00"W 56.20' C26 15.77' 50.00' S71'28'20"E 15.71' C44 48.33' 50.00' N70'06'06"W 46,47' C62 37.19' 50.00' S47'40'02"E 36.34' C/UR�RD C8 20.35' 25.00' S66'33'06"E 19.80' C27 38.45' 50.00' S40'24'22"E 37.51' C45 33.43' 50.00' S63'03'09"W 32.81 C63 44.82' 50.00' SOO'40'42"E 43.33' 51 TE C9 27.60' 50.00' N74'03'44"W 27.25' C28 36.81' 50.00' S02'42'52"W 35.98' C46 38.83' 50.00' S21*39'00"W 37.86' C64 21.27' 50.00' S37'11'12"W 21.11' SAN RD C10 49.44' 50.00' N29'55'29"W 47.45' C29 34.69' 50.00' S43'40'55"W 34.00' C47 56.83' 50.00' S33'09'44"E 53.82' C65 21.03' 25.00' N25'16'37"E 20.41' C11 36.95' 50.00' N19'34'21"E 36.12' C30 32.57' 50.00' S82°13'18"W 32.00' C48 30.74' 50.00' S83'20"9"E 30.26' C66 11.24' 2351.2741' N50'08'04"W 11.24' d ' C1RY LNC rm C12 36.95' 50.00' N61'55'02"E 36.12' C31 45.20' 50.00' N53*13'04"W 43.68' C49 33.02' 50.00' N60'07'47"E 32.42' C67 7.01' 12970.00' N49'15'23"W 7.01' cp, cgMp 2 ELIS/A Er o C13 51.65' 50.00' S67'19'02"E 49.38' C32 37.66' 50.00' N05'44'42"W 36.77' C50 21.03' 25.00' S65'1 8'22"W 20.41' C68 36.78'1 255.00' S84'30'42"E 1 36.75' `Ab C14 38.56' 50.00' S15'37'46"E 37.61' C33 21.75' 25.00' S09'05'49"E 21.07' C51 100.83' 275.00' N42°47'33"E 100.27' C15 21.75' 25.00' N18'27'44"W 21.07' C34 60.45' 975.00' S35'48'01"E 60.45' C52 104.11' 255.00' S52'48'30"E 103.39' Hwy 6+ C16 51.79' 975.00' N44°54'40"W 51.79' C35 111.77' 975.00' S40'51'38"E 111.71' C53 70.65' 255.00' S72'26'33"E 70.43' C17 100.08' 975.00' N49'22'25"W 100.04' C36 43.97' 255.00' S34'09'43"W 43.91' C54 86.40' 275.00' N61'46'32"E 86.05' . `l��O osl �/lJ4tIV\J S / C18 100.34' 975.00' N55'15'44"W 100.29' �- SS LEXINGTON RD SS Y SEN►ER LINE SSTN61*00'32"W SANIjAR SS __ _SS -----SS -----SS -----SS -&--- SS--: __- SS �` 98.22' Z -75-22 A4„W � N47°08'07'Z� VICINITY MAP NOT TO SCALE s0 ss �� -� 401,45'-TOTAL -18'2 0 �� �' N 13 62 86.8j' �o � N6 RJH HOLDINGS, LLC N4g�08'58„W Zo �� 314.98' \ oo.Zo� oma, s DB 200 PG 125 J N-''� 163 45, s 86.47' TAX MAP 15 LOT 2301 .2�b low- o PROPERTY UNE FOLLOWS C/L OF y 194.13'TE s� O� 38514 7 ELISHA CREEK Y EASEMENT 'o 0 131.30 2�W Zo Z� '�� 0 75 GREENWA - - - s o T-BAR o N .� /- W cP" a X00 W/CAP 45 24' 'S� ? 222.g��»W Zo N�a•03 2� °' J a p C31 J� 16 �' cA N `' ��' S GREENWq VO � r� IR Y EgSEMENTN 20 �\���\1111lII!)d///11,A rn �, A N°�. 1"E to �\ •, _, O THIS LINE SHOWS THE APPROXIMATE LOCATION BASED ON AN 8 FOOT ELEVATION ABOVE TOP OF STREAM BANK AS REFLECTED IN A LETTER FROM THE U.S. ARMY Z I I F, <l.j 7, r \ CORP. OF ENGINEERS, DATED 10/15/01• THIS LOCATION TO BE SUBMITTED TO FEMA C pzi� FOR THEIR REVIEW. ONLY FEMA CAN MODIFY THE PUBLISHED FLOODPLAIN. Cp➢ ROr �� N' = IL o ��' 1 Nf�sCJCA �! X co �: to l CERTIFICATE OF ACCURACY OF MAPPING i?CA C11ry I / r) ` I, CLINTON B. OSBORNE, CERTIFY THAT THIS PLAT WAS DRAWN =z U'_ / o UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY a,o o -+ SUPERVISION (DEED DESCRIPTION RECORDED IN DEED BOOK 368, r x o oc rn �� PAGE 390); THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS " D 31 ,� �p� BROKEN LINES PLOTTED FROM INFORMATION FOUND IN DEEDS AS O 32 LISTED; THAT THE RATIO OF PRECISION AS CALCULATED IS w �m �D o ` O 376,512 SF -a � 0 ` 263,799 SF 'V 1:10,000+; THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH G.S. Fyp 9� �� 6.06 AC ` 8.64 AC y�Cl) CD WITNESS MY47-30 AS HANDAND OFFICIA SEAL THIS _�G T� DAY OF CD IOQ`/ \ 9�,�r' O)1� I� / \ LICENSE NO. P FESSIONAL LAND SURVEYOR o C/ z f`y \ / �� DAVID G. & LINDA J. HICKS \ `\ �� DB 199 PG 570 M33 100 YEAR FLOOD 20, DB 172 PG 306 M 413.190 SF ` PLAIN LINE SCALED Vol /I �, DB 208 PG 7 9.49 AC \ h �' oTAX MAP H5 LOT 53 o -+ \ PER FEMA MAP, /� /i\ �� . SEE NOTE 6. `�'CY � - un �� ~-_„` f / '�-^---��--- -- �''"G����\" 2� F LED FOR REGISTRATION AT �a�S� - O'CLOCK A•_M, o-1 I j \y Qit1.t� __ J,, 20_4A AND RECORDED IN PLAT BOOK D y 30 - ---- jvpr,� PAGE Avu*-t06*pREGISTER OF DEEDS. 121,295 SF --- - 1007 13,Tor / 2.78 AC FILLING FEE PAID 53 AL \ 7 g6, N47� W / / l� 140 �•�. C� � -25'32 0Z BY „ 1 - SEE SHEETSHEET0�. /llll / `� YEgR F �-, --------------- ---------- X000 �,5DEPUTY - . .__._ . ... . �o C61 C62 F4O�� Ac� Ogg 17, � SNF op LEGEND C60/ .- C63 60' L� BOUNDARY LINE EXISTING ° EXISTING IRON PIN O EIP BOUNDARY LINE - NEW /3 . \ 3,.95,65't9s A S �-- O EXISTING REBAR O EIR RIGHT-OF-WAY LINE - - , �'�r C64 Oo NO POINT SET • NPS UNSURVEYED PROPERTY LINE IRON REBAR SET • EG 6, C65 � EDGE OF GRAVEL RIGHT-OF-WAY R/W 34 CONCRETE MONUMENT CM EDGE of PAVEMENT EP 94,201 SF C59 C58 ��;\ 29 CHORD CH EASEMENT 2.16 AC 801.,631SF SIGHT EASEMENT SE DEED BOOK DB PLAT BOOK PB s� 2 o FINAL SUBDIVISION PLA T , �, �o a� ��� � 0, EASEMENT EASMT. �` G o" < PAVEMENT PVMT. � 10 �� �� \\ \\ FOREST GLEN t �' S65`04 50"E ��0\ �G >Js Q r'�," �� ��ZaN w �oa�� �� � o"�," SHEET 3 OF 3 466.86' HEET 2 �� ,�` ��� Allied Associates, P.A. GRAPHIC SCALE SEE S 4720 Kester Mill Road Phone (336) 765-2377 1 Winston-Salem, N.C. 27103 FAX 760-8886 100 0 50 100 200 400 e-mail- ASurvey®aol.com 1 4 SCALE TOWNSHIP COUNTY STATE DATE 1" = 100' MOCKSVILLE DAVIE North Carolina 11/04/01 ( IN FEET ) 1 inch = 100 ft, SURVEYED: MAPPED: JOB NO. MAP NO. TDS CBO/WAB CBO/WAB PAO10401 KELsd.DWG KEL NOTES, REFERENCES, AND CERTIFICATIONS ON SHEET 1 © Allied Assoc., P.A. 2001 REVISED: 11/27/01 CORNERS 80-405 0 10 1 109 LTI 110 109 o rn h Spss ^o��<� 116 119 of - MAP 126 129 Q 124 123 to KN O L L c ^�.° LJJ N �' o 13 137 00 6 137 37 �'r 0� 12L3r ^^ 04' �3 ,p ^ ^° z 0 110 114 rn OX ^°o 10 5 o M C8 ^^o ^ ^°h ^ �� R o4 w � '�o °° �6� ^� s�A, Al N M z °° '���^ ^�^o ':S 14l �q ^^ r- r- ^` 05 � 126 149 120 117 5 ��70,n OJ 125 �] ^ p," 130 o�7SS �, cy o 134 135 132 ^AA �,9� 1^ 1 ^ 730-817 ^ � CO � M d ^ co G7 143 FOX R CT� ^° ,A ^°� y 150 151 13 7? n cp _ 818-863 158 159 � 9 195 135 166 67 235 200 ��� ^ CO CO 00 N 17 77 fir, 207 Z w 184 m►185 Q �� 05 2 J 31 L LJ 93 X10° �J o U 3 p 1901 2� 2s� GP �Zo DRY CREEK RD 2 20 07 r. �' \ S� 100-133 CO LL 2�S / 14 2 289 ^� 2961, 4 3° � ~ 1444 c9' N Davie County has compiled this map from various sources PI�p and makes no warranties or representations,expressed or 250 125 0 250 500 750 1,000 implied,in fact or in law,including without limitations the Davie County E 911 implied warranties of merchantability and fitness for a n particular purpose.Users are encouraged to notify the GIS Feet o U 1J� Department of inconsistencies in the map so that corrections can be made in future printings.