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HomeMy WebLinkAboutNCC210763_Site Plan or Location Map (2)_20210209SAN MARINO SUBDIVISION PHASE 3A (LOTS 98-115, 252-262, OS 13) L RUDOLF A VANDEEPTNE JR, IRS CERTIFY THAT THIS —1 WAS DRAWN UNDER W SUPEIMSrON FROM AN ACTUAL SURVEY MOUE CINDER MY SUPERVISION (DEED DESCR1PTON RECORDED IN BOOK (SEE), PAGE (MAP)' THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM WFDRMATION FOUND IN BOOK (SEE), PAGE (MAP), TOAT THE FARO OF PRECISION AS CALCULATED 15 T: 75,000, THAT THIS PLAT WAS PREPARED IN ACCORDRAC£ WON G.S 47-M AS AMENDED. WITNESS MY ORIGYNAL SIGNATURE REGISTRARON NUMBER AND SEAL THAT 23 DAY OF MARCH, A.D., EOW.. I AESO CERTIFY TO THE MAP TO BE ONE OF THE FOLLOWING AS CHECKED BELOW: A CREATES A SUBCAS+ON OF LAND WITHIN THE AREA OF A COUNTY OR MUNiCN N THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. ) RUWLF A. V DERVELDE JR L-5146 NOES 1. AREAS COMPUTED BY COORDINATE. METHOD. 2. 80.51E OF BEARING HAD 83/1986. 3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES: A. IRON FRAS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 5, NO STRUCTURES TO BE BUILT INSIDE ANY UPLRY EASEMENT 6 SITE TRIANGLE TAKES PRECEDENT OVER ANY SIGN EASEMENT ONLY NORTH CAROLINA DEPARTMENT OF TRANSPORTATION APPROVED STRLICTUFES ARE TO BE CONSTRUCTED ON PUBLIC RIGNT-UF-WAY e. OWNER DEVELOPER OR CONTRACTOR SHALL SFf THE CENTERLINE OF THE EXISRNC ROADWAY OUCH BACK AD A —MUM OF. 12 FEET FROM THE EXISNNB/PROPOS£O EDGE OF PAVEMENT ALONG ALL ROAD FRONT LOTS 9. ALL DRAINAGE £AS£MFMS SHALL BE DEDICATED AS PUBLIC AND IT SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNERS TO MAINTAIN THE DRAINAGE EASEMENTS AND ANY DRAINAGE STRUCTURES THERE IN, 50 AS TO MRNTRN THE ANTEGRIJY OF THE OANNAGE SYSTEM AND INSURE POSITIVE ORAVNAGE. 10. HOMEOWNER 0 REWIRED TO CONNECT TO PUBLIC WATER (AND SEWER. WHERE AVRLABLE) BEFORE CERTTNCATE OF OCCUPANCY IS ISSUED FOR ME PRINCIPR STRUCTURE 11. TH15 SITE IS LOCATED WITHIN THE REUSE RIVER BASIN. 12. THE LOCALIZED COORDINATE SYSTEM DEVELOPER FOR THIS PROJECT IS INSFO ON THE STATE PLANE CO Tics, DE—sHE0 BY WCE FOR MONUMENT PLUS' WITH NAD 83/1515 H66 STATE PLANE GRID COORW HS OF NORTHERN.' 69243200(FT) FASTING: 2188.71603(FI). 'THE AVERAGEFA COWERED GRID CTOR USED ON THIS PROJECT (GROUND TO GRID) IS 0.99988996. THE HOR120NTAL DISTANCE FROM '£GUTS' TO GONIROL CORNER' (SEE MAP) IS SOUTH ROJ7RtS' WEST 2.57D.B9'(GROUND), 2,570.37'(6—). 13. WETLANDS OELINEATAJN PERFURMED BY SYR INCORPORATED (PREVIOUSLY KNOWN AS RAWN WNITENEAD AND ASSOC) AS DEPICTED ON A SURVEY BY BRENNAN LAND SURVENNG TITLED BOUNDARY SURVEY FOR 42 CAST LLD, RAW MAY 10, 2006 14. TOTAL IMPERVIOUS SURFACE UNIT IS 2,930 SO FT PER LOT, PER THE APPROVED STORM WATER MANAGEMENT PLAN CE"MATE OF FLf omy NWOMM71ON NO PORTION OF THE PROPERTY SHOWN HEREON /S .LOCATED IN A FDA4 DESIGNATED FLOOD ZONE ACCORDING TO FEMA FLOOD MAP J3720166900K FLOOD HAZARD PANEL NO. 7689 EFFECTIVE DATE' DUNE 20, 20T� 4 SURVEY/OR ¢� °0u =0�fSs SEAL L-5146 a q, VANS Fi tea in .NNSi.N COUNTY,. NC itetl ..t141i2.20 11:1— PM G .LIVE, .... e� of Oeatls Om/p¢st Puaatlatt¢t PLAT B: 91 P: 339 S(TE DATA OWNER: 42 EAST LLG SAN MARINO PRASE 3A TOTAL LOTS: 29 AVERAGE LOT SIZE: 11.447 50 FT TOW LOT ACREAGE: 7.621 ACRES TOTAL R/W DEDICATED: 1.489 ACRES TOTAL OPEN SPACE: 9, 632 ACRES PHASE 3A TOTAL: 18.742 ACRES ZONING: AR-SUO 5' SIDE AND REAR SETBACK 20' FRONT SETBACK 70' FRONT SETBACK TO ARTERIAL/COLLECTOR AEMEW mMM CERY ME SIARLIOF NOJR�TH CAROLINA 3it13_SY REVIEW OFF , OF HNSTON COUNTY, CERTIFY THAT THE P TO WHICH THIS CERTIFICATION IS AFFIXED M ALL STA RY f/A'£OUIft£MENT5 FOR RE I HEREBY CERTIFY THAT THIS RECORD PLAT HAS BEEN FOUND M COMPLY WIN THE SUBDIVISION ORDINANCE OF JOHNSION COUNTY, NORTH EAROLI AND THAT THIS PLAT HAS BEEN APPROVED FOR RtZ'ORINN t ME RECIS R OF DEEDS of JOHNSTON t\ RATS `� � RATE 5 IOU ADMINISTRATOR ROW AL4gA9WbE SUM19M OF 7ANO M 11 DE ELOPER/OWNER Ala RESPONEBLE FOR THE CONSTRUCTION NANTENANCE AND REWWRED AOAD IMAROVEMENTS OF SU &APON STREETS UNTIL: APPROVED/TAKEN DYER BY NORTH CAROUNA CEPARTMENT OF MANSPNNEU101 MR Pi ROADS OR APPROVED/TAKEN OVER BY HONEOWNERS ASSOCIATION FOR PRIVATE ROADS MAINTENANCE, OR REAL TE ROAD MAINTENANCE AGREEMENT IS SMrNE AND RECORDED BY OWNERS GF H LOT. 3_23 Ao--- ---- RATE -EVET / D9 NPBEM OF 7R4/SPORTAIWN DAISOM OF 1EYAMY5' CIDUR AI M PROPOSED SUBDIVISION ROAD CON MA5TRU TIDN SiA 5 CERTiF>CATION APPROVED: S3�L1r'E±'__ c - DATE RKI NGINEE ALL OBLIGATIONS ANOREOUIlIEMENTS FOR THE URLIRES TO SERVE THE SW MAW SLISM .f70N PMW 3/ LOTS 0-114 252-VZ 0513, AS SET FOATH BY JOHNSTON COUNTY PUBLIC UTILITIES DEPARTMENT, HAVE BEEN MET AND ARE SATISFACTORY FOR THE PURPOSE OF RECORDING THE SU'RE'!wSES^IOI�LN MPP. .L�tJ�?.!/��� mDi OF fNFRASTRUCT RE COUVICi1E OF OMEWSW AAV DET1N110R1 I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON WHICH IS LOGTED 11 THE SUBDIVISION JURISDICTION OF JOHNSTON COUNTY AND THAT I HEREBY ADOPT THIS SUBENSION PLAN WITH MY FREE CONSENT, ESTAEUBH MINIMUM SETBACK LINES, AND DEDFATE ALL STREETS. ALLEYS, PARKS AND OTHER SDE5 AND EASEMENTS TO FORCE OR PRVATE USE AS NOTED. —_ ER JOXNSM COMMIT' RfOWM OF GEMS STATE OF NORTH CAROtNA, JDNISTrW CURRY THIS INSTRUMENT WAS PRESENTED FOR REGSTRATTGN AND RECORDING THIS _ NY OF-----_2020 --- -- BY --------- REG. OF DEEDS REST. REG OF DEEDS 00"W RE OF AW"M BY FLOX UNJMS THE DIRECTOR OF PUBLIC CRITICS FOR COUNTY OF JOFWSTER NORTH CAROLINA, HEREBY CERTIFIES THAT FINE PLAT MEETS AL t JANRSTAH COUNTY STANDARDS AND REDUIR£A4FNT5 FOR PUBLIC URUTIES REWREO BY THE JOHNSJGN COUNTY ORDINANCES UPON RECORDATION OF THIS PLAT, JOHNSTON COUNTY ACCEPTS THE OWNERS OFFER OF DFO`CANW FOR PUBLIC WATER AND/OR SANRARY SEWER PNRPOSES ALL EASEMENTS, COMMON AREAS, AUTO/OR RIGHTS -OF -WAY SHOWN AND DELINEATED ON NIS PLAT AS DEDICATED FOR PURL IC UTILITY PURPOSES NO STRUCTURES OR FENCES SMALL BE PLACED WITHIN THE PUBLIC tITUTY EASEMENTS. ACCESS TO THE DEDICATED AREAS SHALL NOT RE BLOCKFJJ OR 08,E—CTED BY ANY FENCE OR STRUCTURES. THE COUNTY SHALL HAVE THE RIGHT TO CLEAR ANDIOR REMOVE ANY VEGETATION WITHN THE PUBLIC UTILITY EASEMENTS. FURTHERMORE, THE COWNY WILL NOT REPLACE ANY LANDSOAFIG (OTHER THAN 18455, WHICH WILL BE REDUCED WITH SEEN) WITHIN THE PUBLIC UTILITY EASEMENT AREA MIRINWO.sFOR : MNNTENANN�C�E� �I TTIE VOURES. THIS THE 1y DAY OF _C17i'4.Y.L'. 1020. COUNTY OF JOHNSTON J ERECTOR IX -PUBLIC UIU ES REVISIONS: DATE: 3-23-20 SUBDIVISION PLAT OF SAN MARINO - PHASE 3A PROPERTY OF 42 EAST LLC WithersRavenet Engineers I Planners I Surveyors 115MacKewn Drtvel Cal,NC27511it:919.A59.3340Iltcense R:C-o32I wv WIthersravenel.c.m SCALE V'=6. LVEY SURVEYED R ENED sv aw DRAWN w By RAv CHECKBCL05—sn WAY TOWNSHIP: WILDERS COUNTY: IOHNSTON I STATE: NORTH CAROLINA CAD FILE San Marino Vh3a ZONE: AR-5UD PIN: 168900-53-764D B 168900-43-5095 SHEET 1 OF 3 FWL➢EC- N0: 7,114NEIRO N:\14\14--SY-\t A-6E1-T _,\Survey,-\—wiige%"a , CE San N.`ina\San .1, PrtM.tlwg- Me 0, 1.- 23. 20RR T:MM MN - YAAH—L.E, W.- 1 GRID TIE NOTE OA42 OWNER: 42 EAST CLC764 CAR (wsREGAR) NOTE ftz DN sHEEr rJ '(N p tECEtB! w+\ P1N.� i6840D-53-7640 oi{ t/y OS 2890 PC 660 q IPF -IRON PIPE FOOND THE LOCALIZED OTEASPRT£ TSTEM TNONtrot C'IXrNER' PIN: 168900-43-5095 '�' REIF - REBAR POLND DEVELOPED FOR LANE PROJECT t5 BASED R%C-11 RMF - R/W MONUMENT FOUND ON THE STATE PLANE CFORw CINUM E®i IPA; T +\ + D8 2800 PO 163 SEIA{. TOB -TOP OF BNJK ESLABLI MH 8Y 83IAEGS FOR 706 STATE + \ 2y C E-rjj46 q: O - t11 PIPE SET PLANS' WRH NAO 8INATES 19NO STATE G Z d - COMPUTED EASEMENT CORNER PLANE OR!) COORDINATES OF 71A.NNG: / ++\ O� 9!� /BEND s9z 43z aa(FIj EAsnxc z1aa7Ls o3(Fr) A OINFR THE AVERAGE (PARRIED GRfO FACTOR t . //� USED ON THIS Pm. r (GROUND TO / + NTAZL./(- AN g, gpUNgpgy GRID) C DIEM 'ELLI tHE HORIZONTAL /7 \++ /'�6 7� EASEMENT ------------ ------ DISTANCE FROM "P)IS NOR TH 5T12 // CORNER" (SEE MAP) N NORTH 69't2'20" / \�- - J RIGHT OF WAY - - - - - - - WEST J,586.26'(GROUNO). 3,585.86'{GRiOj. ! Filad In JGNNSTCN CdWTT, NL t ited pett¢r102e i fMl OLD B)UNWRY--------- 22 t t pftMiG 0 UE R 1 ! � ow1Pa s as � sWRM ! T etE 91 Ps340 EASEMENTS !� GRAPHIC SCALE p S � ry0 / �`E9• +\ 7 inch - 50 h. °r OPEN SPACE 73 Qto tnr aura s• + 42 EAST AtC �p +\ / 419,.63 SO FT 08 2890 PG 860 f ISE .7 9.b32 AC PB 63 PG 234 .g ' ++ 1 P8 31 PG 297 \ PIN: 168900-53-7640 ,p/` ++\ 42 EAST LAC OP y r A -WIC• FUTURE 2 0E'7PC 163Nr k� OB 280D PO 163 t PB 63 PG 234 P8 31 PG 297 PB 71 PO 121 L23 =G. OPEN SPACE 13. z t 419,555 SO Fr 9632 AC o l Op LOT 114 LOT 713 , LOT 115 r 1.426 54 Fr W 11,484 .26 A Fr .� / 70, .24 SO FT - 0.2b4 AC p O.Zb4 AC O LOT 112 /` \ /. 0.24] AC ;v 1/,484 S0 FT 02fi4 AC o LOT 111 11, 484. SO FT 0.264 AC C30 0 / 1-4C32 iC31 '`• \ 5 iphM vq4� �. cgs %y �iLQT 110 i.. ft � C R%w C ro sL1B,r \ \ o y n 11,,484dS©D26cFr P C cz u ag1 °' / LJltn ! r ---- 3 n2 k5 LOT 109 t0,873 50 FT 00 pl./ w ¢ LOT 260 r( p'rr \ 0,250 AC - LOT 267 12,039 so Fr + t�' \ LOT 262 to,83J so FT 0.276 Ac DROP So FT w D.za4 AC m � _a� LOT 259 0.24t AC - -^� 12, n.rot SO ET h z76 Ac a 5 LOT 108 m \ 10,500 50 FT Nr Lss \$ 9 \ 0.241 AG W AND ACC LOT 256 p T r -. J �o•, i .SO 11,230 SO FT O@� k1 k L20 49 yM 0.258 AC 'P� 5d LOT 107 N 54'75'07" E K �2 L21 1pA� 9� f 9 10,7225 2'1 } - 33, 02' 1k0 ,Vvto ? e� kEa LOT257 o��� off. of t t4s 22. y 50 t0,500 50.FT 6' 15 l $ i 0.241 AC Up \ S. 9r� , 5 5° LOT 106 ` %- q0. i" 10,391 50 FT 8g "j 1 0.239 AC l'%$ 69 LOT 103 dt w'' i 1 72080 SO FT O 42 £A5T tLC 5 02?7 AC FUTURE 5 10; DEVELOPMENT s 50k LOT so "yg 5k 559 `- i $ D8 2890 PG 680 0.241AC 00 \ 4_ 5 r �.a LOT 104 to 1 TN CNdR G CH YYiiBEARIAsN Ct 325.00 _ 39.63 1 39.61 N 62'30 J3 E �U 511.00 709.20 70868 S 842220 IF 3 C4 325.00 325: 00 10'920 91.84 l08. 68 91,53 5 65'0718 E S 472403 E C5 37 .00 77..19 7705 5 33'2432 E = 375.00 102.65' 102.JJ S 19'40 t4 f C7 CS 375.00 J7EGO 102,6E 40.67 1 331 40. S S 03'S9 14 E 5 06'5742 W CIE375.00 CIO 42500 61.97 109,72 61-90 11-1 S 14.48 f3 W N 02'4024 E C11 23.00 35. 12 32.30 N 35'3t 05 £ C12 C73 475.00 475.OD 48.5E 4751 48.5.5 4749 N 72'4958 E N 6T0 20 E Ct4 C1 .00' 5050.00 7738 70.91 f7.03 70.89 N 84'051t f S 82'7507 E C76 50.00 49.03' 4703 N 63'2428 £ Ct] C78 50.00 50.00 40.50 40.50 39.40 34.40 N 1206E E N 34'7734 W Ct9 50.00 40.50 39.40 N 80'42 tJp W C20 C21 50.00 0 58.71 5.07 5540 23.98 S 97272 W S 37282@ W C22 C23 425.25.D0 25.0a 65.62 38. 19 65.5E 34.58 5 70'33 f W N 61't549 W C25 C26 425.00 375. D0 63. t2 47:59 63.06 47.5E N 35'0304 W N 42'S628 W C27 375.00 fig. 9 6A89 N 51'S526 W C28 C29 375.00 375.00 69.99 69.99 69.8 69.81 N fi237 D4 W N T3'7B 42. W C30 C37 375. 00 37 .00 69.99 fi9.94 69.8 69.89 N 84'00 27 W 585't807 W C32 375G0 6. t 4 .74 S 79'29 05 W ON C34 C3 324.99 325.00 f059.06 4.26 15.7E 205.36 4.26 75,76 205.03 S 75'0722 £ S 73'21 28 E 5 65'7607 £ Par 63 PC 234 h PR 3t PC 297 \ \ �O- 4 11'304 SO FT t$ -T PB 71 PG 121 k9 It •fig �'A C260 AC ird rv' ^y LOT 1 Gi$•. ` ... r --,. 5 12,060 5 1 gah LOT 255 \ "ZS \ LOT 105 c19 0,277 5 12.0.277 056 SO pC� \ „,a \ 71.574 SO 0.266 � AAG. IT uru.rrr 4P p0 }\ S 78-54 !N 1 NE TABL B OtSTAN L t L2 N 79'00 57 E N 79'0057 E 75.00 40.02 L29 130 5 42'Ol 50 E S 39'1820 E 8711 75.00 t3 t4 N 755552 W S 79'0057 W 50.00 58.87 Lit t32 S 39't820 E S S4'3950 E 80.9E 75.01 LS S 79'0057 W S2. t5' L33 N 46'0372 E 1558 L6 i7 N fD'S903 W N t8'S830 E 50.00 4.62 L34 t35 S 74'01 43 W N 79'S552 W 88.47 33.81 LS N t1'0800 E 59.5E L3 6 N 29'4245 E 3787 L9 L 10 N 03'27 6 W N 17'18 16 W 59. 6 4.30 L37 L38 S 6D'7715 E S 29'42 45 W 20. 00 3779 L J t L12 N 19'40 14 W N J30529 W 64. f3 45. 69 L39 L40 5 03'3820 £ S 4T2612 E J7.25 15,39 L73 L14 N 39't624 W N 39't820 W 25.69 75.00 L47 L42 N 75'4749 E N 12'78 3 £ 8587 28.24 L15 N J9'1820 W 75.00 t43 S 7T4t 57 E 62.66 L15 t17 N 40'5217 W N 494545 W 23.37 36.86 L44 L4 S I1'433B W N 78'1b22 W 31.99 26.21 LES L79 N S5'0776 W N 7T7947 W. 61.87 tfi.67 t46 L47 S 14749 W S Df'D204 E 74.92 38.3E L2 L21 N 86'S7 i8 W 5 80'0951 W 48. 54 68.54 L48 L49 S 79'222] E S tT06 }0 W 48.3E 39. JS L22 S 79'005 W 75.00 L50 S SD'3451 W 80.79 L24 .10W 8 SS8 95.98 LL552t SN 781't41 36 WE 91..60 LL2225S 0024277 877934''01 EEW 95.98 95.98L59 L5 5 f157W N 74'443 W .69 20.00 12] S 62`3704 E 35.98' L55 N 15'I f i E 70.3E L28 5 51'S526 E 95.98 L58 N 185E I6 £ 913E LOT LOT 254T °�3 :sN�OM; '� 2 0 o27 11,7e2 s0 Fr SO , RPc74ca C" 0.270 AC DEDICATED �' PUCk"' RT/tV CA3 57a'ta'r 6" G , .-'" z N LOT 100 ' 1 at 110.26 50 FT D.2ss AC LOT 253 ti i N w LOT 99�, 11,765054 7 m ' 13,06E SO FT ' 0.300 AC 270 ACFT LOT 96 12, 663 SO FT £ rn ' 0 ,29t AG N 86'OB44' W 14000' U '• pt 0 LOT 252 ' - ---- N 87'0528" E 102.70' v 11,763 SO FT 0.270 AC % - 43(TlEJ - L34 L35 N 20. 'A i ?243" ( V 1 r N 7955.5p TW 27.,6 ep 0p, 1 LOT 251 / J LOT 97 OPEN SPACE 10 r REASIONS: DATE: 3-23-20 SUBDIVISION PLAT OF SAN MARINO - PHASE 3A PROPERTY OF 42 EAST ��C ,% WithersRavenet Engineers ( Planners I Surveyors 115 M.Kenan DriveI Cary, NC 275111 ti 919.a6933ao I iicenu RCC-08321 w ww,withersmverRAL- SCA+LEI-=6,Y SURVEYED ED D m y BY: aA�• CHECK & tL65URE BYUVDaawN . TOWNSHIR WILDERS COUNTYaOHNSTON STATE: NORTH CAROLINA CAD FILE. San Marino Ph3a PROJECT NO. oz14oszl.00 ZONE. AR-SUD PIN: 168400 33-7660 Er 168900-43-5095 SHEET20E3 K:l++it4-p520\1sOS21-Tusvnny\SarveyCa6\-peorngs\Sectron . 1.1 Morino\San - 1M1W.1 - Mandq. A- 23, -- -':G6 oM - VA P-LDE. RUUf 09 2890 PO 860 po 63 PC Py 31 PO — 1689CO-53-7640 PIN: 01 E E w w I, 25 UU 11 c2l A 79 022 Do. 4 .6 95.98 15.76 7521 8 15 205.36 205,03 3 65'1601 RMF OPEN SPACE 13 479,555 SO FT 9.632 AC 0028'0 PC 860 PIN.1 68900-43-5095 09 2800 PG 163 —411 SO FT $ AC A LOT 0 !!" I T464 SO I 0.264 AS 19,11, LOT 109 10,873 SO AT 01260 AC 'o. I �,Y 7 cl LOT 108 FT 10,50050 NO 0.247AC AND ACCESS MEWD0 FT N 54,15'07' E it Ac 16� LOT 107 10�72 54 50 PF 1,2, L 2 6 AD Ao AD IT 14a 7 OPEN SPACE 13 LOT 257 4T9,-5 SO AT 9,632 AC 10,500 DO AT 0.241 AS `sue LOT 106 10,391 so FT A: E� LOT 103 0.239 AS I2CH`0 ILI 11 LX277 AC ape LOT 6 9, 30 FT AC I 1 I LOT 104 SOFT 1. 1, , 0.247 , 0,260A 11' LOT 102 12,060 SO FT 0277SO, ml LOT 255 LOT 1S05 V�T \11,574 O • Is, 12,056 so FT 0,266 0.277 AD 140.00 39 w a' urwm5 IesuvENr 7,F54 UI LOT 101 2,060 SO Fr 0.277 AC LOT PT C14 75 C"', AN 11,782 SO 0.270 AC pu 13 D TED SO C12 14000 W T 100 oa. 11,690 so FT : 0 268 AC LOT 253 LOT 99 13,065 so FT 42 EAST LLC FUTURE OEVELOPMENr 1 11,765 50 FT 0.270 AC W L� 0,300 AC LOT 98 DB 2890 PG 680 TZ563 SO FT T, P9 63 AS 234 PH i I PC 297 0.291 AS pa 71 PG 127 N 86'08*44' W 140.00' 20'ACC��Rr '28- E 702, 70' LOT 3 ANTINJNY C DPONO AND we AMr U BROOKS Os 2030 PO 388 —pa PO .1— I� 1--GOUNi JeptPaat PLAT a 91 P; 342 IPF - PION PIPE FOUND PSI, AFiDAR FOUND P.F Al MONUMENT POUND TDB TO OF SANK o-IRON PIPE SET a COMPUTED EASEMENT CURIEP/8"0 A OINEN BOUNDARY — EASEMENT ------------- ,,OP -WAY ---- LOT 252 1 - ------- N 8705 OLD BOUNDARY — — — — — — — — — 11 763 SO FT AC '6.270 AC I L�4 If `� EASEMENTS IT 214 6 4C ool LOT 97 OPEN SPACE 10 LOT 2 "1 LOT 251 AIIITRUN y C 8� AND -1 24 Fr;O �s D",,0 PC 1. GRAPHIC SCALE /I SAN WRIJ PHASE PA AS RD 11 PA I I " 3� SANYAPINO PHASE 2A i 6$�-.-2S45 LOT 260 LOT 96 REVISIONS' DA'E'. ' SAN SCALE. V"-AU SURVEYED By. WW DRAWN BY, RASI CHECK6CLO5LEESY:lAV IOWNSHIPIWILDERS CAP FILE. San Marino Ph3a ZONE: AR ED SUBDIVISION PLAT OF MARINO - PHASE 3A PROPERTY OF 42 EAST LLC ICOUNTY: JOHNSTON I STATE: NORTH CAROLINA PIN: 168900-53-7640 68900-43-5095 SHEET 3 OF 3 I 1-h - 600, WithersRavenel Engineers I Manners I Surveyors 115m.cKcnanDrive [CAN, NC27511 It919.46T33AOIflmnsA#:C-O832I . - —.\- — P—d., .—N, — "T 2020 --- - - —­D ""