Loading...
HomeMy WebLinkAboutNCC231976_Site Plan or Location Map_20230628 Book 77 Page 143 ,X PHASE 1 \ / _ I \ `% �, // GPHASE III L___ _____ z�-_'�OPUBU5ANI7A'____EASEME Rp, SAGE CREEK \ / ' _ - Y I // ROW HILL ---- ��"SANI7ARvsew _„_RvsEweR NT p63NN1Uf PH 68 PC.]58 \ / ` / _••u -- --__ VP _ UNE -• __ / / OPEN AREA --__ (PER COWSP '-• 0 \ / / _--- _ /: _�/ PB 54 PG 175 RD1EL'T o \ BENJAMIN3490 A COMBS - ___ --- _ + -----__ MT.SALEM RD. DB 3490 PG 4366 \\ /�- - ,_ - Ep4E1MT = _____� I ________ PIN 5897-52-9119 _ 3/4"IRON PIPE I I g0'GR7✓g$4 p0 1-5 / / il N \ _-__- _- I / / FOUND N$6'41'78"E 137.56' 3/A'FOND IPE • 3/4"IRON PIPE �) _�._��� /_-' I � ._„� / / / FOUND MAG NAILSET I % qD qM, o O \ _\ �` N 8709'59"E 462.83' / I DARTM°ORST. 0 , 1.29"IRON PIPE _I i % // I I ADRI 348 A 1377 /� \ Emma_- / I �T1G MERCIA CT E%ISiING DB 3488 PG 1377 , / I 2 J CONCRETE WAIT( PIN 5897-52-8089 /,\ , � 1 ..1iEE•r ' , ' • 7 R?O WESSE%R0. S64OQ- i T ti� APPROXIMATE BRANCH LOCATION 30'STREAM BUFFER ,W //// •�^p. - O 03• PIPE'-.,?,;\ (FROM TOP OF BANK) O(' f 3"IRONPIPE j. / I (P Pp. \5 CONTROL CORNER FOUND ADO I _\ / 1 1 / g9, '� MAG NAIL SET / �� -�� I (0fj a/C \` - NC GRID COORDINATES /� \ --- I SPICEWOOD D0. �• `�\` NAD 83/2011 i' ,/ <t, /,/^ S' // W I 1 E 1,595,937.4910 i i . ,1 `7QQ� / hOyAn O\' ; / t� /,� d° �*4: ea 's5. / VICINITY MAP,NOT TO SCALE • /G .5 ve \' / oj' ce " sS• F__-�B D•yB�C'I(�,.- ......,\\ `.• ` S 54'43•,7"E , '• h�0J44i/,c'"p,? _I F.o I• I R41,\ R%,.1........ \ , 20.00'DIE) • 1 ,o a.e _ N "v W 1 �V ../ 1., y4 �� 9e?o° D I CCa302 a .�j ' i 2 ,p o� COMMON AREA 25,0• I S 7`2E' ° / d' 4a/C� 2]09 MONARCH WAY S COMMON AREA 25'PRIVATE ACCESS EASEMENT I 12.5'EACH SIDE OF PROPERTY LINE 12.5' P3 64 PG 44 \•\ 41 28 (Tlf E �` /' d,'� / SA I DB 3665 PG 4442 �''\' (10 0.144 AC O -� / .Q3 , \ho 6.258 S.F. ,4,,1- 7Q• F 151 \ \ / \p i�e4C �((11�p 4' 5.667 AC. I \ O - / 4.,. Oh\ �@ N S OTjG, p'O 2]l5 MONARCH WAY Z4B,62O S.F. I JENNIFER LINNELL ``��2 , 2':. 0� (�j?4°SO1??7' `z• `FRyFM 4 © I / W -O�_ E \ \ DB 5893 51 892 \ /�.` "e\ TOT is, Nf4,,- 0.169 AC S.F. I °, I 7 I \ PIN 5697-51-8925 / �` (.0 '1() \ J?s I C 1 \JQ S 4� 0 �. �4'I" v 1 BEARINNC GRID // Q>40 �'O?. Sq.?'2, •1, �, 1' �A.r QJ. G6 N I NAD 837011 / /90 �`,„ �Q4.t./ 7 70,674• '. �,s O� a 0Z 19'10 N� 1 I ; I S / O', sg 4" ?S,s 7'e \ /�..\• - mo N\ I 1 �, O 00 /G %Q' 4. 1 2721 MONARCH WAY O'. II•, I t D.00'(TIE) p,7° cP / / 0`✓°, come. O s Q3 c^ / o \ O S 0.00' E p 4�" / P 1 4 o� tc lax MSIGN II $,i'r 0.200 AC I c I \ WILL IA 3 R.PG 1815 \ I 2 �A" EASEMENr N �\ S. 8,706 S.F. _ I DB 3504 PO 1815 \I \ /' O OE .N1 MONARCH WAY \ S=3'06'S1`E I I I\ PIN 5897-51-7876 / °\ ,�,( 1 48 m"w 1 i / 1"IRON PIPE I O .�m\LAP. •1 - \ / FOUND ? U` £1 N SS32'�"E 55.75'(TIE) S 83'O6'51"E S 83'O6'S - r / I 0.175 AC 134.99' S5.15' I I 1"E S 83'06'S 7" I I \ / -4_-- 7.618 S.F. '£1`s^ 0.. w I I 55./5' E S 83'0 I I\ / /qQ _ I 5.75 5515 E - S _ PHASE t \ /// , / 5.80' 83'O6' - 1_ 'F x�Q - / 51"W \ SAGE CREEK / 135.41' ' I'U wza SKIPPER NNE 74::::: 5.15 5 E S E5 6'51" eS06'S1"EPB 68 PG 158 \ / / � ,V --------20'PPoVATE DRAINAGE EASEMENT G 1 Q O 115 5.S 83'O6'S1" II r� I iI 83'O6'51" -- I I \ O O / 110•EACHSIDE DF PROPERry - -�i ¢ IgNN ® I� 50369KIPPERNNE 50425KIPPER IANE I 1555.75' S 83.06'S1'E i rJ \ / n ^^, UNE) �;- I+1 1 Z D.171 ACjM) 1 © © 50485KIPPER NNE 159.23'/ 3tDIW IM I 5054 SKIPPER IANE/ / 4 � 7,445S.F. 1 I/\ / ,y0 / A` q2726 MONARCH WAY g 1 , ,> W I I 0.171 AC ® 1 / / `= K �Q G • COMMON AREA O 1 �I•" w 7,445 S.F. D171 AC 1 O 5060SKIPPER NNE \ / ° / 2 ® ?1» ;at. 0 1 0.573 AC n g I I W 7,445 S.F. 0171 AC 1 o O. AC 10 50669KIPPER NNE \ S I o I Y n I I N vi 7,445 S.F. 1 I O / PHASE 1 \ / \/ 0.199 AC. 0 706 AC 1 m N I 22,766 S.F. ,D 1`+ W o w 1 H� I 7,445 S.F. / 8,682 S.F 8,970 S.F. 0 1 g D+m toq 1 0 v, /:� $ g+ o , �'- I 0.171 AC 0 177 AC 1 SAGE CREEK \ // / Q J I� z I u i h h - i I w 7,445 S.F. ; PB fi8 PG 159 i t N C Z I G I LL C '' I h h O I I 12 w 7,723 S.F. w `N 83'O6'S1` O 1 I1,11 Io `c '.2 }v�i vi i fI w o \ / PPROxIMATE tocANON 1 W 161.52' '.L', O la x Ta swHT 1 o z o ^ ro qqw i rrv$2 g , ro 1 O //,-/ -� OF BRANCH ()W !/EASEMENT �Z �Ix Z O 1 p �IQ IMl O $ O OI I / \ ' / I ^ p I< O 2T32 MONARCH WAY 1 3 aiU '1',} I :91' Z al Oj0 M '� b/// D\ / ^ I = g n 46 i g $ ZF xiNQs\ 173.15•_________ �� o ig z = °' I --- _ 1 I i :Ih I MICHAEL JACKSON LL Z 8,832 S. 1 M O Q A-sla ]0'PUBUC UTIViy EASEMENT - I 1 2 i// \/ // II m 8,832 S.F. i n1nI O N 83'06'5/'W _________ i_ ___________ 55.15' \ / / / II w PIN 5897-61-9768 55 15'm N83'06'S1' W __• 55.15'\ // ./ // II N83'O6'51" rn ®" 83'06'S1"WN_ _ W _________ _ DH 3n �\ / / / 1 I m W 759.83' : I� ____ 1 - ro- eu ..Y 8306'5Y/ / I E 0 5515' S ! I 5' _-ID_�ucunuTr �,./ I O A. N 83'O6'S1' __ EMEM// / // I 30' 30. Z 2]38 MONARCH WAY 3 I A1�Jj $B3'U6'S1"E---.. S+1IPP ` I 67.81 :I.:',1W N 83'06'S1' S51 _ •\\ / / / 1 I z 0 208 AC $ A I i _ 138.69' 7C crnfi6zIV TE ACCESS BL1� -' _ _ 10'PVBUCUTIHTMENTS 83'06'S1"EPAVED N 83•pg 51•W 5515' 83'O6'S1" \UTILITI'EASEME ® - N 83'O6'S1 W \ // °®/ // i 9,044 S.F. 1 h ____ S83'06'S1" NT - O- \ CONNE STREET I } tl%aSwHT 55.DQ' ON HAS /// I 30'STREAM BUFFER I ` I II W 11 EASEMENT -_ --- r�99. S 63'O6'S7'E -_ \ BEEN DESIGNED AS N 83.06'S1" ,^ �N1 _/// I (FROM TOP OF BANK) I 30,02' W N 8306'51'W t �/iSOSI SKIPPER NNE ---_ - ----_ 1,E-_ .06,51"ES _ E \ STREETS I 157.66' ® 58.98' S \ p"THROUGH 1 m n i i o m ____58.96'____ 83'06'51" S 83'O6'S1"E I \ I mb / 0738_AC I 58.96' S 8306'S1"E \\/ I N of i10,352 S.F. 58.97'/�/ II I �.� I1 g ,0 5 5 1 \\ / FUTURE DEVELOPMENT f S4B3?4,. 1 2 6.98- "E\// REMAINDER OF �T, {y • 1D'PUBUC UiltltyEASEMENT - \\ I 023 SKIPPER ANE Ff ) 148.89' S0IE SKIPPER NNE / THYME PROPERTIES,LLC 1 / Ii-- - I / j N 83.0 • ® 19 spz9 SKIPPER LANE 50355KIPPER LANE B'$3"W Q 1 5041 SKIPPER IANE \ / DB 3503 PG 460 \ Q PIN 5897-61-0942 \ I CONNECTION HAS 11134 S.F. 504]SKIPPER NNE 50539KIPPER NNE \ j 0.234 AC 0.260 AC. 16 //// I I I BEEN DESIGNED AS iD,192 S.F. W 11,343 S.F. 0.265 AC \ I REMAINDER OF A'THROUGH , W W (1,552 S.F. 0.770 AC 15 14 50595KIPPER IANE \ THYME PROPERTIES,LLC j STREET' FUTURE DEVELOPMENT o 1tl 11,752 S.F. 0.767 AC 11,614 S.F. 0259 AC 0 Lr: \ I I I I DB 3503 PG 460 PIN 5897-61-0942 1 1I W �o 'c I D W W 11,277 S.F. 10 941 S. �\ \\ Imt r Mn B®®®� °F I 1 - Z O ^ Io m O ,, W w N \ \ I -- - I o I , W v /I I REMAINDER OF EFpO III Z IN IN M M $ 5065 SKIPPER NNE • N� \ - TmA / I THYME PROPERTIES,LLC z ^ Igo ^ ,r F I //I j I z g I;n ro i ro © A DB 3503 PG 460 Z Z O ^ g 0.357 AC \ jPIN 5897-61-0942 Z Z 15,558 S.F. \ \ 1 1� t I t IcIcpy. 11 II I I ' N 79'3923•W 59.10' 6 \\\ �-4 � � i `I I I I I I I I N 7959.10'•W _ 59.09. N 88'39'53"W 0 \ II II I I i j 6,a L I I N 79'39'23"W 59.09 ' N 7g59. W N W wsT a+�,� ry w4v I I I CONTROL CORNER COORDINATE TABLE . _ I I I --- 59.25' 59.26' 129.04' \ 3/4FOuOND IPE 59.24' \ I 88'39'53" \ -- - - MAD NAIL SET IN CONCRETE CURB OR PAVEMENT j - - N 79'39'23^W w NORTH CAROLINA,FORSYTH COUNTY I 50.92' N 88'39'53"W N 88'39'53"W N 88'39'S3"W • \ Point Northing Easting Description grid/ground j I I / $ _- 30'HUFFER YARD \ NCWOLSGREE MADE YER THAT THISSUPERVISION DRAWN EEDDESORIPO SUPERVISION CORDEDN B CC#300 872572.90 1595695.10 exist-3/4" iron grid COcrd. N \ \ \ AN ACTUAL SURVEY MADE UNDER MY SUPERVISION(DEEDDESCRIPTIONREC AS DRAWN BOOK I / IN Ig 0 BUFFER 63 RA �-S 1836'S5'E AS SHOWN HEREON)',THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN CC4302 871997.12 1595937.50 Set-mag nail ground mord, j I I FUTURE DEVELOPMENT 8 O 11,457 S.F. \ \ 2D.24' FROM IS Ill IN DEED 800K ASThE GLOBALSHOWNPOSITIONING ITIONING BYTE RAND OF OBSERVATIONS CC#660 871893.19 1596077.53 Set-nag nail ground COOrd. / \ \ CALCULATED TO rYTHAT AEOSRA 1AL G ACC SYSTEM STANDARDS R FORG j I z I Or REBAR ^--N 88'39'53'W 306.49' 4f0"KEBOB WERE PERFORMED0 THE TACCU AC POSITIONINGSIFIAN(35.CYSTANDARDS SIN GEODETIC CC#661 871613.05 1596544.19 Set_0ag nail ground coord. I I / FOUND \ NETWORKSTW AT ADOTHEG•O FEET ACCURACY CLASSIFICATION HIS PLAT CONFIDENCE)USING RM CC#662 e71873.05 1596544.29 Sat-mag nail ground coo rd. I FOUND NETWORK ANO'RFOi TONAL TRAVERSE;AND THAT THIS PLAT WAS PREPARED IN 1 111 CC#663 871650.51 1596734.71 ant-mag nail ground coord. __ I ` \ \ ACCORDANCE\M TO GS.4730 AS AMENDED AND MEETS THE REQUIREMENTS OF THE 1 "-�"T / \ \ STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA RI HOAG EC WOO). ,,1•C\A CA RO,,, AREA SUMMARY I I i \ \ \ WITNESS M'!ORIGINAL SIGNANRE AND SEAL THIS 301h DAY OFSEPTEMBER,2012. �2O�OFESS/0 /A, LEGEND I I TRACT I JOAN C.TIBBITS R Q� NY!�9 O ® IRON PIN FOUND ND LOTS:.5.334 ACRES=41% / REMAINDER OF I NOELLE VARGAS-VILA DB 2fi33 PG i 76 \ \ }'� \2i, '• _ _ C RPILROAD SPIKE FOUND COMMON AREAR BUFFFER YARD:6.fi4]ACRE5=5016 I I / TI-IYME PROPERTIES,LLC PB 49 PG 151 PIN 5897-61-6394 \ \ \ PROFESSIONAL LAND SURVEYOR 1-iS-�r�"'�" L3604 NC = L SEAL4 ❑ CONCRETE MONUMENT FOUND PRIVATE STREETS COMMON AREA:1.188 ACRES=9% DB 3503 PG 460 \ \ ® DONE FOUND IUNOER HOA MAINTENANCE) / PIN 5897-61-0942 pS 2' _` p NT(CALCUUTED) (UNDERTOTAL AREA,13.169 ACRES NANC=1p0% \ \ \ R' RIGHT OF WAY / THAT THE SURVEY CREATES ASUBDIVISION OF WND LMTMINAN AREA OFACOUNTY OR%(1 ,,, SURV�O4/40` E/P EOGE OF PAVEMENT MUNICIPALITY THAT HAS AN RTFV ORDINANCE THAT REGULATES PARCELS OF LAND. ',AN• I GQ`,- o CHORDC ANo cuTTER FORSYTH COUNTY REGISTER OF DEEDS PLANNING DEPARTMENT-REVIEW OFFICER NOTE:THIS PROPERTY IS SUBJECT TO ANY FACTS(PRIOR AGREEMENTS,CONVEYANCES,OR EASEMENTS OF RECORD)THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. IUIIII A POWER POLE PLAT REGISTRATION FINAL SUBDIVISION PLAT APPROVAL .- ACTUAAELD.GREEN,CERTIFY THAT THIS MAP WAS PRAWN UNDER MY SUPERVISION FROM AN FILID FOR REGIBTR4RON AT I'' f O'CLOCK�.M. THIS IS i0 CERTIFY THAT THIS PLAT MEES IHE REGORGING CRESCENT HILL, PHASE 1 MAP 1 OF 2 #2020041 ACTUAL GPO SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS / MRAB.I, MINIMUM BUILDING LINE REQUIREMENTS OF THE UNIFIED DEVELOPMENT ORDINANCE USED TO PERFORM THE SURVEY: RCP RE NFORCE0 CONCRETE PIPE •JEA..Y�L I 2023 AND RECORDED IN SUBDIVISION R GUUTONS�`FOR MNSTON-SALEM/FORBYIH COUNTY. OWNERS ACKNOWLEDGEMENT AND ACCEPTANCE SURVEY FOR: (1)CLASS OF SURVEY:CLASS APROCEDURE: CUP CORRUGATED METAL PIPE ( TEE15F1 A REVIEW OFFICER OF FOR3ttH REFERENCEISIN RY P DAPP O PAR 202310 ACKNOWLEDGE THAT I AM(WE AHERNE OWNERS CURRENT OWNER GPP ATRRUGATE0 PLASTIC PIPE PLAT BOOK `I1 PA (�3 11K1 PRELIMINARY M APPROVAL. NANDDESCRIBED HEREON ANDTHADIWE)HENEev THYME PROPERTIES,LLC SURV'DI DRAWNI TOWNSHIP COUNTY STATE DEED BOOK 1�,{ /"'� (3)() TYPE O GPS FIELD EDURE: EX N CONFIDENCE) _- FENCING CO NIY,CETlIITY THAT THE MAP OR PUT i0 WHICH 1H15 MY REONANDTHATIFNTANO IICHAEL GREEN ASSOCIATES, P.A. 4 DATESE OF PROCE0.10 DURE: 202 NE AUGUSWORKT -® OVERHEAD UTILITY LINES CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS SUBDIVISION MEND PB/DJ MDG VIENNA FORSYTH N.C.N,C. 3503-460&3665-4442 (4) OF SURVEY:FEBRUARY i6,2022-AUGUST 31,2022 EKE BOX FOR RECORDING IN THE REGISTER OF DS OFFICE. N PROPERTY ADDRESS (5) DATUM/EPOCH:NAD83(2011),NAVOBB WATER VALVE FILING FEE O f2L LYNNE JOHNSON.REGISTER of DFFD9 THE OMEOW' AASOAIAT ON OogSE�IWIT STREETS,-ND EASE TAX REFERENCE I CONSULTANTS-LAND PLANNERS-SURVEYORS(C-2732) 1 RE HYDRANT HOMEOWNERS��_���/'()� PLAN ...IC: rypIPT qo+ 2709-2738 MONARCH WAY 5897-61-09 RE&589E-61-6961 ERS (9) UN.:HSSURVEVFE T USE:NCGS RTN WATER METER I ISrMI E R TE/ MlN ponIMENTS WITHCWENAxTSAx'0/ E �( /✓/ (/p WIN6TON-SALEM,NC (8)COMBINED MODEL,GEOID MANHOLE - uNNI R TE 7 RESTNcnarvs ARE RECORDED IN U.S 3�C/_ � �(�CF.p j/`'� JOB NO. I DWG. I DATE SCALE I"=40' P.O.BOX 5�•LEXINGTON,N.C.27D3'335-248-8102 (T) U.100 S 515 ED EL,GE ID 18 ).o.98s959158 5/8"KEBAB SET ME ALL 117 ZIl�1 OWNERS RIRSC/Ohre: 4837 483E Ph 1 09/30/22 (9) ALL DI US SURVEY FEET NEW LOT CORNERS FORSYTH COUNTY,NORTH CAROUNA FORSY H COUNTY,NORTH CAROUNA w (10)ALL DISTANCES SHOWN ARE HORIZONTAL GROUND. C:\DataMGA\4000 Files\4800\4837\4837 Phase 1 dwg,5/31/2023 11:10:35 AM,1:1 Book 77 Page 144 Y Pp0.\NNtlt£�. N \ \ \\ I / SAVMR0 3 ` \o \ \\ \\\ ' 34 PHASE 2 R.,' OK� PAGE 144... :... \ I CROW HILL \ \ 33 PHASE III 515 PB 43 PG 11 ,��M ��� E \ A CROW HILL D BD y I ` ` \ \ \ PB 54 PG 175 DARTMOORBT. \ BEARING BASE _ \ \\ \\ I 1G MEROA CT. NC GRID 7 \ I NAD832011 WESSEXRD. S` \ Q90 cPOs ITE / \ \\\\ I 3/4"SOLID IRON S 8E19'41"E--139.83' 6/FOUNDRr - \ FOUND O- i sPlcewooD DR w 31 \ \ m VICINITY MAP,NOT TO SCALE / \\ \\ \ \ I I H / \ \D o \\ \ 1 FOUND s 72.5 a \ \ / \ \ 85.6,,(18 f �` \ Po \ 1,25"IRON PIPE \ O FOUND \ \ \ .-___ / \\ \ IN)^ \ \ /// \ \ FOUOND O/ M \ \ PHASE III CROW HILL 30 / \\ \\ EN AREA PBP54 PG 1175 / \\ \\ B \ / 1i \\ \\ / \ \ 1 1 \ \\ 1 I AV A \ \ , \ \ MICHAEL JACKSON �_, 11 A A DB 3706 PG 1928 \ 1, 1 \ \ COMMON AREA PIN 5897-61-9768 I \ \ / N. \ \ \ 1 1 \ \ N. / 11 '1 \\ \\\ , \ \ o ® 0 / 1 1i \ \\ N \ / 0 \ N N. / 11 \\ \\\ \ N / I \ A / I v) \ \ 1 v v \ \ / ----- v vv V v / '-_ _�\ \ \\ / 40'GREENWAY EASEMENT ji' PB 54 PG 175 \ \ zs \N. / / Ds PHASE III \ \ CROW HILL \ '�// x 'Y ---- \ \ PB 54 PG 175 N / / /� /y/ Ns \ / '// APPROXIMATE/I SRa ICI\ 1ARDN I PHASE) \\ • \ ____ •v - V �_ i''� PHASE 111 CROW HILL _ �sANTr2D Pu8UCSANITARvsfVU 0EUEmE \ \ O \ / �- /_�--' i' _/' OPEN AREA __.___ARY S(WfR LINE NT \ BENJAMIN A.COMBS / ��--- P6 54 PG 175 - ____(PER COWS PROJECT _„«==n ,..." __ \ DB 3490 PG 4366 \ �. ' _ 811584f 1'=`_"`�`_ __ A, PIN 5897-52-9119 \ �_ EA- SEMENT -__ \ pO,GEEE1d 54 PG 175 - _'--.- PB - --,�- - / 3/4"IRON PIPE \ / __-_-_ ---- `\ --- '� / FOUND N 88'41'18'E—137.56' FIG.---___ -_ O 3/4"IRON PIPE O \ _ �'- -�' / I FOUND O 3/4"IRON PIPE / \1.25"IRON PIPE \,-'�+ N BT09'S9'E 462.83' FOUND ADRIANA AGUIRRE FOUND l —' / / j / DB 3488 PG 1377 \ i // / PIN 5897-52-8089 l ph / \T/ N APPROXIMATE LOCATION // / ' / OF BRANCH 30'STREAM BUFFER / ' O.p\' (FROM TOP OF BANK) NORTH CAROLINA.FORSYTH COUNTY _-- --- / ' I,MICHAEL D.GREEN,CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM /'� \`�---��' I / AN ACTUAL SURVEY MADE UNDER MY SUPED'SIGN(DEED DESCRIPTION RECORDED IN BOCK / AS SHOWN HEREON),THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN / / FROM INFORMATION IN DEED BOA(AS SHOWN HEREON THAT THE RA^'O OF PRECISION AB / i / CALCULATED IS 1:10,000,THAT THE GLOBAL YOSTIONI.NC,SUEM,GPS)O53E RVATIONS / - / / WERE PERFORMED TO THE GEOSPATIAL POSITIONING ACCURACY STANDARI:'S FOR GEODETIC / Wtl NETRKS AT THE 0.10 FEET ACCURACY CLASSIFICATION(95'/CONFIDENCE)USING RTR 5 / / NETWORK AND TRADITIONAL TRAVERSE'ANC:HAT P S P IN , C / ACCORDANCE WITH G.S.4730 AS AMENDED AND MEETSIR R OUR E'ENDL OF THE 11 STANDARDS OF PRACTICE FOR LAND SURVEYING I C 2 WOO SS 1600). 5VT'(N CA/jO., / l WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS SO E E,2022, „R:`0� (:ESS/ </Ye� LEGEND AREA SUMMARY COMMON AREA p a / ''Z QUO ONq 7 o IRONLOT R - 25.0•/ / SEAL ` - ® _ COMMON AREA CON) & YAM 647 ACRES 25'PRIVATE ACCESS EASEMENT PROFESSIONAL LAND SURVEYOR .._ L3604NC L-3604 _ CUND (O H AR,'1,188 ACRES=996 I 12.5'EACH SIDE OF PROPERTY LINE _ M _ )UN ., AN NCI) 1zs1 / DB 3665 PG 4442 ..11O Z� /) TOT A 13.169 ACRES=100% THATE SURVEY CREATES A SUBDIVIBOO OF LAND WITHIN AN AREA OF A COUNTY OR:c5 AO .' ,� /,' / 125. P849 PG 157 M N.CoALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. ,....1 SURV cyT(/`� NT / /// F( D. 6c,... `a m .I�''ER FORSYTA,COUNTY REGISTER OF DEEDS PLANNING DEPARTMENT-REVIEW OFFICER / / ////I/„1,III\�A�� V PLA'. REGISTRATION FINAL SUBDIVISION PLAT APPROVAL I,MICHAEL CAREEN,CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FRCMAN r/ NOTE:THIS PROPERTY IS SUBJECT CO ANY FACTS(PRIOR AGREEMENTS,CONVEYANCES,OR EASEMENTS OF RECORD)THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. ACTUAL CPS SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOW).INFORMATION WAS ' 'R II:``I .� T _ GSTRATON AT D'CLOCK_,M USED TO PERFORM THE SURVEY: r- _ G E PPE FLEC (1)CLASS OF SURVEY:CLASS A PPE 4..\L'1 2023 AND REnDED IN il.- i , '- .)UNtt' OWNERS Ad/NAW ECG-MENT AND ACCEPTANCE CRESCENT 1 1 MAP2OF 2 (2I POSITIONAL ACCURACY:O.tO FEET(95%CONFIDENCE) 14 Gh I1 W1150h R REFERENCE IS HEREBY MADE TOPBR2023-10 - SURVEY FOR: CR SCENT HILL PHASE -- #2020041 (3) TYPE OF GPB FIELD PROCEDURE: RTK NETWORK E- L OxurLtt LINES PLAT EnoK 1 PAGE C PRELIMINARY PRD APPROVAL. ;;� CURRENT OWNER (4) DATES OF SURVEY:FEBRUARY 10,2022-AUGUST 31,2022 0 nEID THYME PROPERTIES,LLC SURV'D DRAWN TOWNSHIP COUNT' STATE P FD OOP (5) DATUM/EPOS: AO t20O+L).NAVDBB W VALVE FILING FEE P 5$2 t: 'YNNE JOHNSON,REGISTER OF DEEDS F "-`N " ' I "' TL. SFrvtt PB ',':NN=. FORSYTH N.C. 3503 40 3. 665,4, MICHAEL GREEN ASSOCIATES,PA. (6) PUBLISHED:F -C ',SE:NCGS RTN FIFEHYDRANT / HOMEOWN ER5 ASSOCIATION ' "' - (0 MOD ONBI MODEL:GEODte a MA .METER R K,y ��„ER DAi F"oM DOCUMENTS wrR NTH-,K: - PROPERTY ADDRESS TAX li N D 999959156 ® MAr"ULE �/^-*"�L'-I/ /Yy. f f-Ir�./LU2J2709-2738 MONARCH WAY ry,,_ 5351 CONSULTANTS-LAND PLANNERS-SURVEYORS(C-2732) (8)COMBINED GRID FACTOR(S) A t /,/ / 2 589/-'I 4 4 1 (9) UNITS:US SURVEY FEET 5/8"REBAR SET AT ALL P. W-ZF �j-/- WINSTON-SALEM,NC I I (10)ALL DISTANCES SHOWN ARE HOR zonrAL GROUND. NEW LOT CORNERS FORSYTH COUNTY,NOR .necLK- FOFE�IH 'r�l vA .REn:::RDE�'o6. (0F:._3Z)5� ,vFa, w„La_,1 J�BS� I _w. „N SCALE 1"=4' P.O.BOX639•LEXINGTON,N.C.27293•336-2488102 C:DataMGA14000 Files\480014837\4837 Phase 1.dw9,5/31/2023 11:17:38AM,11