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HomeMy WebLinkAbout1994 Boundary, Topographic & Tree Survey (Box 13 #77)■ ■ Ft VOt� J� MORES DE LIN IONS .� .., CIE RIVER 4 6UM AN w rrrr i L �C,9T/DN SAP DT T� SCALE} BLOce 556 5177E LOCAT/D/Al fo t-✓ER 70 EA5E*16A/7' 13 10'10' 14 SE r 51,5" 1AoA/ PIAI AP' 3909 N 00000,001E 16 p 122,65z1?� 12 t, 22 � . BLOCkl 558 10 bqj 22 k3 �2DID ---- 2k' 1 — i=� 1" = 30 - 2 • 50' EASEMENT Ile &a CENTERLINE 23, _ �1 ti� ii2oPosEIJ L/��rs� 2�' _ 1 2 ' SWALE '�" s �- 20E,4_56 jEnJT 23. �. if • �.�— --�i-- --�--- — — — p `a,,� �, \ le- W O 1 ►� PRoPOSEA L/GNTS _` 8 to tik' a� Za 2.51 v ITI 1 kD ��4n/CH02 D 17 o '\ Zk z �? Q jl PRo DSED '� 2Q� ��?� 7 TERN/S CO U,e 2--Sa o � 0 •� � PROPD SED p h b a� t�•1� ROLE 10 FLEVATJDA/ a 1OX0 'O S" CA CTyP/CAL) a 5E17 \ \ a� 4• Po Ee O C)tip' gbh \ �\� \ X 22 b3 a'9 O h o p° \ X Zq.S 6 ti Q O Q O 18 , 6o .. R A C i OAK 0 4K ,� • ?.Qar'osEv :.- 5 '%,i/o :' : • Co�Jce67"E'_ : • loEw,4L�.: /� lPiVE PRDPoSE 8' 'IXu�1^u0 T9f0 'oQ • 8L`/CN.S S /CNIC ' frz P.vE AD Zo /. 7„ X�k 8En/C�NY,: �RDPosEA S `." Jo , CogAIC.2FTF' . S1DE1lv.4L k: _ T.4BcE5 PFDEST L 1 c�� „ comic T PdEo 'PRO 5 np �it /5 Nr/l G PoWF.� P/ME Zk�0 /i.2' .:i.6 _ 1//NE °� Ad 7 �.\l\ •. 613 POLE o' :.:'V : vn/CESSJOn/ o, — p FINE i2"� �..-- 5Ti9n/1� 'i l6NT m : 25. k� oQ jod 2k'1 �oLE (sPr�.�tr e �A�Kw..Y� PDLE : ? RACQUET BALL FUTu eE \ Paoli Ap q ssJZa. G ci/T E05T/NG' RACQuETP�f1GL 4. - o /o ' l o ' /aQ'; ro ` O4NE PIPO P� S ED o- ND N n,� 2 �E>.�..' COURTS .. Cowers C do 1wn Qo�% WArF 46 �!` Y t, k, ly b HYDRANT • IRON PIN * LIGHT POLE o POWER POLE ■ CABLE PEDESTAL a TELEPHONE BOX +� LARGE TREE ® VALVE BOX/WATER METER C = CD1v1/XCT PWle2. IA16 52ALL STA L L 2/.23 5 i5 wA Z' h .. �A. 1 k + .�/.pE n,/E o Po x �l X 2z.5 FDUND 5 A, /.Qon/ 19 /2 O /0O S E A ti 2' ti .. / �Pii✓ ".va �RP� d P Iv /�'i9.�iC� //�/ G I8 hl �o a C �' /8.53 P/N� -./1ti b fQ v�i v �R / 2r TF_n!T/On/ A /� 4 TA-fPE '} o �p� io t 1p. Q h Z SET 5 s"/Ran/ p / .C- x / r/N�) / �N •, .�.'L I• � .�`�f 1 20" �� � �" e � - �kE.. � •. 2y�� �25 � gvCNo,e .� ,� GZ Pi.�l$C,4P•�39o9 © I �� IN PiWE �, l / C 0 U R T S• �— v r -` 20 TENNIS x / �' �-' z t� o FouvD 314 /Rohl PEE Z `� ia' ID /o io E /o o /a ` /o i /0 " f f / �% @ B A S K E T B A L L No CAA" p f-, t" —�, : r-- ,�� � : /D 1 /D 1 16 ! /o : : . PNE 1/ PDd1/E� O O' K Z FOUNO Si19"/ROn/ 29 ° - 0'0 ."' h (, S, 0 0 `.0'0'a2,D �a �� COURT-. 2b�� 0° 0 0 0 6 5 '�°� �3 a Fv u"v0 5/8 "J/In �l `^ `�'S�Ft` r, o /a / �l of2� Its Hy nIT : - Pin/ " No C/iP"�Q''� 4. � � �•k.�lU - / - b Foun/1� ,�S'' O/�/ QP Z4" SLY. \i 2 P/N b' "SM/T/! "CAP ,5 D 4O,61) /NF z!; ` :. : 34 e' / y.a�� v, �. 21FRay _ 1� '� /Z, >( Z prPO d✓E2 56 D9,41A/A6E Rlavr-OF--im4y n �'3 p� 3 - E�IEC� c r, �3„ 1 �AdbSC_HUMANN DR ! VE �Sa �j'!o.vCRETE ' RIGHT G H T 0 F WAY - _ , � ` -��N, 2� �.� ;: �.��� � S,oE � Zg, 80.�� \ �p To BE % DAI CA�g ¢029 GD B L O ,C SSS ° DESCRIPTIONro \ .>z3 S TRACT "N' .-BLOCK 558 SEBAST IA N HIGHLANDS UNIT 16 �L'Gyr T THEREOF AS RECORDED I N PLAT BOOK2i p POLE t ACCORDING TO THE PLA 8 . PAGE 45 . OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA t BEARING BASE THE SOUTH LINE OF TRACT "N" IS ASSUMED TO BEAR DUE WEST AND ALL OTHER BEARINGS ARE RELATIVE THERETO . BENCHMARK TOP OF -NORTH FLANGE BOLT OF FIRE HYDRANT AT THE SOUTHEAST CORNER OF THE SUBJECT PROPERTY - ELEVATION 25.15 NATIONAL GEODETIC VERTICAL DATUM (1929) SURVEYORS" NOTES ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS THEREOF . 04T3!11c4TIN / relay s orti! .t /Omer teeresented her'Ron. 4,at*d thldaY of [!.4 14 , is tzssa 'and s,,rrsr.2. tos the best of or knowledge and ballet, and meets the ix ni tea Technical standards net forth by the Florida Board of Land S�alex zaf pursuant to Seation 472.027, Florida statutes, NOTZi NOT VALID UNLESS SNALED KITH Alt Z1490ISEb i®RYEYOR'S IZAL.. TTIS IVAVZT " Is EASED ON INFORMATION rORttISRZD ET CLIENT OR CLIP"'3 IV 3 to UpR>dOWTATIYL. NO SEARCH OF TR$ RlIt3Pt9sl�>NAL NORY"OR PUBLIC RffiCORDS lt" SEEN HAVE sY THIS STATE or malftS Mc. 3909 OrricL. �, 4 A. NO. MA - 24u36 2 CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C I 49°44'40" 740.00' 642.47' 343.06' 622.48' N 24052'20"E C 2 30015'20" 50.00' 26.40' 13.52' 26.10 N 64052'20"E C 3 19057'45" 525.00' 182.92' 92.39' 181.99' S 19058'53"E C 4 38°33'45" 440.00' 296.14' 153.92' 290.58' S 19016'52"W LINE BEARING DISTANCE L I N 80000'00"E 4.26' i _I ■ d /. REVISIONS ®Y mwj