Loading...
HomeMy WebLinkAbout2000 Stormwater Park Boundary Survey (Box 13 #87)3 ! 1 ff recoil cc ii► ' a too ( f , )age 'u 30 4corys o iii all i 'let, a 2, a a oresaic C.C. . it one, ►ence run Sou i UU 05 UC :asf, a ong Lidi,i „ii i 1 Itt; 10Re .l cd� (J,. ec u u uinl u f1 _ _ _ ( I f /t is Count Florida. said Lot 2, a distance of 366.99 feet to the Southwest corner of Lot 1 curvature of a curve concave Northeasterly having a radius of 225.00 feet; County, thence run Northwesterly 353.43 feet along the arc of said curve through a Lot 2 CC Unit One Phase II (Metes ,& Bounds) 8/10/00 AND ALSO Block 587, of aforesaid Unit 17; thence East, 371-09 feet to the Southeast central angle of 90'00'00": thence North 59.81 feet along the West line of : The South 6.25 feet of Lot 14 and all of Lots 15, 16, 17, 18 and 19, Block corner of Lot 1, Block 588, Unit 17: thence South, 140.00 feet to the aforesaid Lot 2, C.C. Unit One and the East right of way of Collier Waterway A portion of Section 19, Township 3l South, Range 39 East, Indian River 555, Sebastian Highlands, Unit 11, Plat Book 7, page 56, Public Records of right corner of Tract K, Unit 17: thence East 952.57 feet to the West to a point of curvature of a curve concave Southeasterly having a radius of County, Florida (also being portions of Sebastian Highlands Unit 11, as Indian River County, Florida. g f way of Schumann Drive: thence South 150.00 feet along said right 350.00 feet: thence run Northeasterly 137.22 feet alongthe arc of said recorded in Plat Book 7, pages 156 through 56L: Sebastian Highlands Unit 16, AND ALSO of way, to the centerline of Girard Street: thence West 632.57 feet along curve through a central angle of 22^27'45" to a point of reverse curve of a as recorded in Plat Book 6, pages 45 through 45J; Sebastian Highlands Unit L_oT ( The South 8.00 feet of Lot 10, and all of Lots 11 and 12, Block 587, the centerline of Girard Street; thence South 325.00 feet to the South curve concave Westerly having a radius of 50.00 feet; thence run Northerly 17, as recorded in Plat Book 8,, pages 46 through 46P; and C.C. Unit One as C. C . t U I T' I Sebastian Highlands Unit 17, Plat Book B, Page 46, Public Records of Indian right of way of Cherry Court; thence East 50.00 feet along said right of way 54.19 feet along the arc of said curve, through a central angle of 39'11'01. recorded in Plat Book 15. Page'88, all in Indian River County, Florida) being g g to the River County, Florida. to the Northwest corner of Lot 3, Block 585, Unit 17, thence South 135.00 more particularly described as follows: Northerly line of aforesaid Lot Z C.C. Unit One; thence along said Beginning of the Southeast corner of Lot 28 Block 545 0 AND ALSO feet to the North line of Tract J: thence West 220.00 feet to the Y Norther! line, North 8a'01'22* East, 26.34 feet; thence North 45 00'00' R f aforesaid The South 8.00 feet of Lot 13, all of Lots 14, 15, 16 and 17, and the South centerline of Cherry Court: thence South 43.77 feet along said centerline to East, 187.58 feet: thence South 45'00'00" East, 33.15 feet: thence North Sebastian Highlands Unit 16, (also being the Southwest corner of Lot 17 P O. 8 • 33.67 feet of Lot 18, all in Block 586, Sebastian Highlands. Unit 17, Plat a int on a curve, concave Wester! havinga radius of 200.00 feet: thence Block 603 of aforesaid Sebastian Highlands Unit 17 and the North line o I (S w con . [ 0 i7, OC,r 603, 9 � Y 45"00'00" East, 125.00 feet; thence East 33.99 feet: thence South 22 51 � � 9 ) f S W COR ,t•(/ H/6HtgNDSi M IT) Book 8, Page 46, Public Records of Indian River County, Florida run Southerly 71.66 feet along the arc of said curve through a central angle feet; thence East 150.00 feet; thence North 7.72 feet; thence East 252.71 Lot 2, of aforesaid C.C. Unit One, thence run South 00^05'08' East, along EAST SouTH AND ALSO of 20`31'42': thence South 20"31'42' West, 75.00 feet to a point on a curve feet to the Point of Beginning. said Lot 2, a distance of 366.99 'feet to the Southwest corner of Lot 1, ZZ -51, Lots 17 and I8, Block 553, Sebastian Highlands. Unit 17, Plat Book 8, Poe concave Souther) having a radius of 564.74 feet; thence run Westerly 9 9 y 9 Y All the above situate in Indian River County, Florida, and containing 30,6 Block 587, of aforesaid Unit 17; thence East, 371.09 feet to the Southeast 46, Public Records of Indian River County, Florida. 202.34 feet along the arc of said curve and the North right of way of corner of Lot 1, Block 588, Unit 17: thence South, 140.00 feet to the • � �' EAST - 252 71 9 Y acres, more or fess. r EAST - /50.06 I '� AND ALSO Thunderbird Drive through a central angle of 20•`31'42": thence continue p -� di 9 9 Southwest corner of Tract K. Unit 17; thence East 952.57 feet to the West S. 45' OD oo' E . O NORTH I 75 • The North 25 feet of the East 632.57 feet of Girard Avenue lying West of West 282.67 feet to the West line of aforesaid Sebastian Highlands Unit right of way of Schumann Drive; thence South 150.00 feet along said right 0 9 g 33.15' A • U 00 ® ® 7.7 Z' the West y right of way of Schumann Drive as recorded m Plat Of Sebastian 17; thence North 00"05'08" West, 186.94 feet to the Northeast corner of of way, to the centerline of Girard Street: thence West 632.57 feet along 9 Lot 2, Block 389, of aforesaid Sebastian Highlands Unit 11: thence West the centerline of Girard Street; thence South 325.00 feet to the North 34 a. � ►Z � Highlands, Unit 17, Plat Book B. page 46, Public Records of Indian River g 5g County. Florida g y 246.17 feet to the West right of way of Thunderbird Drive; thence South right of way of Cherry Court: thence East 50.00 feet along said right of way � AND ALSO 126.25 feet along said right of way to a point of curvature of a curve to the Northwest corner of Lot 3, Block 585, Unit 17, thence South 135.00 i The Wester) of Cher Court as shown on Plat of Sebastian Highlands concave Northeasterly having a radius of 110.69 feet; thence run Westerly � r1' 9 feet to the North line of Tract J; thence West 220.00 feet to the Unit 17, as recorded in Plat Book 8, page 46 Public Records of Indian River, Southeasterly 173.07 feet along the arc of said curve, through a central centerline of Cherry Court; thence South 43.77 feet along said centerline to 000 + V County, Florida lying North of Thunderbird Drive right of way and South of angle of 90"00'00"; thence continue East 135.83 feet along said right of way a point on a curve, concave Westerly having a radius of 200.00 feet; thence 0 1 the South line of Lot 2 C.C., Unit One, A Subdivision, as recorded in Plat to the East line of aforesaid Sebastian Highlands Unit I1: thence continue run Southerly 71.66 feet along the arc of said curve through a central angle RSIN Book 15, page 88, Public Records of Indian River County, Florida. East 232.63 tett to the Northeast corner of Lot 17, Block 553, of aforesaidof 20'31'42": thence South 20131'42" West, 75.00 feet to a point on a curve IV. W 61'Z2 E • I AND ALSO Sebastian Highlands Unit 17; thence South 125-00 feet to the North right concave Southerly having o radius of 564.74 feet; thence run Westerly Y 26.34' © / It'p That portion of Caprona Street as shown on Plat of Sebastian Highlands Unit wow to the Haven Waterway; thence West 232.44 feet along sold right of 202.34 feet along the arc of said curve and the North right of way of R = So• 60 I W 17, as recorded in Plat Book 8, page 46, Public Records of Indian River Y he West line of Unit 17; thence continue West 136.02 feet to a Thunderbird Drive through a central angle of 20'31'42•; thence continue A 5-4-19' "t I County, Florida lying North of Thunderbird brive right of way and South of point of curvature of a curve concave Northeasterly having a radius of West 262.67 feet to the West line of aforesaid Sebastian Highlands Unit the South line of Lot 2 C.C., Unit One. A Subdivision, as recorded in Plat 35.69 feet: thence run Northwester! 370.22 feet along the arc of said 9 Q : 39• rt' oi" 1 � Y 4 17; thence North 00^05'08' West, 186.94 feet to the Northeast corner of 3r Book 15, page 88, Public Records of Indian River County, Florida. curve through a central angle of 90.00'00" to the East right of way of lot 2; Block 389• of aforesaid Sebastian Highlands Unit Northeast thence West i BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: Collier Waterway; thence North 511.25 feet along said right of way to 0 Lot 2. feet to the West right of way of Thunderbird Drive: thence South R = 350.0 I o Beginning at the Southeast corner. of Lot 28; Block 545, of aforesaid point of curvature of a curve concave Southwesterly having a radius of 126.25 feet along said right of way to a point of curvature of a curve .q 37.2Z' -2-I 0 Sebastian Highlands Unit 16, (also being the Southwest corner of Lot 17. 50.00 feet; thence run Northwesterly 78.54 feet along the arc of said curve concave Northeasterly having a A EZ• Z�'45.. O radius of 110.69 feet; thence run = Southeasterly 173.87 feet along the arc of said curve, through a central I N ►� anale of 90100'00': thence continue East 135.83 feet along said right of way . I '~" SEBAS r /A►J HIGNLANOS _ - u ~I ► r to the East line of aforesaid Sebastian Highlands Unit 11; thence continue t P. g• S T- r- 6,id4� A - 4� P East 232.63 feet to the Northeast corner of Lot 17, Block 553, of aforesaid i �Sivco,�.Lor/ aLK.587 S. N.# 17 � ' I EAST• (Q.3�/ 9 9 Sebastian Highlands Unit 17: thence South 125.00 feet to the l forth right NI � 1'-� rr y ''- 0' ORTH so �� of way of Joy Haven Waterway: thence West 232.44 feet along said right of I way to the West line of Unit 17: thence continue West 136.02 feet to a point of curvature of a curve concave Northeasterly having a radius of 29 I 23569 feet: thence run Northwesterly 370.22 feet along the arc of said I curve through a central angle of 90°00'00' to the East right of way of eRw I � oO Collier Waterway. J TRACT iK Y North 511.25 feet along said right of way to a A ( I h point of curvature of a curve concave Southwesterly having a radius of I 5000 feet: thence run Northwesterly 78.54 feet along the arc of said curve S I EAST through a central angle of 90'•00'00"; thence West 89.40 feet to a point of - 952. S 7 curvature of a curve concave Northeasterly having a radius of 225.00 feet: O. I Q3 i b 1 • - • t • thence run Northwesterly 353.43 feet along the arc of said curve through a central angle of 90"00'00'; thence North 59.81 feet along the West line of WEST kW aforesaid Lot 2, C.C. Unit One and the East right of way of Collier Waterway 1 SCNUMa �tt1l A/ to a point of curvature of a curve concave Southeasterly having a rcdius of � I pie rV� 350.00 feet; thence run Norihea s� sterly 137.22 feet along the arc of said I I curve through a central angle of 22^27'45" to a point of reverse curve of a • rr3 , Icurve concave Westerly having a radius of 50.00 feet; thence run Northerly oa'A "78. ® t • I I 54.19 feet along the arc of said 3 a 90. R= 50, oc OV (A' J 9 g f 9" 11'01 ` oo„ 541 curve, through a central anleo I to the Northerly line of aforesaid Lot 2 C.C. Unit One; thence aeon said �- WESTi G 90°0000 I Off._ (k G•neAKD STPEET h Northerly line, North 80^01'22" East, 26.34 feet; thence North 45"00'00" 89.40 exit' I WEST - e-32 S7' X East, 187.58 feet: thence South 45°00'00' East, 33.15 feet: thence North ® I ( 0 45'00'00' East, 125.00 feet: thence East 33.99 feet: thence South 22.51 feet: thence East 150.00 feet; thence North 7.72 feet; thence East 252.71 J feet to the Point of B 0 I All the above situate in Indian River h pHvt Beginning. POINT LISTING ver County, Florida, and containing 30.6 I � acres, more or less. T. NORTHING FASTING N0, -------- --------------- I 1 WOOL UTII..,TYC+O I -E - `O _ _ _ •. ,C'w/OvBnZ NEOD W.RE O 1249524 . 5833 827522.8277 E_ � I _ • 2 1249524.5833 827893.9177 A I mNi I 'y 5 1249384.5833 827893.9177 4 1249384.5833 828846.4877 Q I�'��_ FodG. c-Nc rlot_E , (2•xZ'SQU�RE TYP.CeL� 5 1249234.5833 828846.4877 Q I w/cvF.RH�An wne� ZZ 6 1249234.5833 828213.9177 a 7 1248909.5833 828213.9177 A I h 8 1248909.5833 828263.9177 9 1298774.5833 828263.9177 A j0 1248774.5833 828043.9177 A"IT( t ' oaw Edsr eQ 11 1248730.8133 828043.9177 C I o•ww 7 so.00' _ 1Z. 1248660.6789 828031.2174 D � I 1, I 15 1248590.4415 828004.9171 b I ( SouTH L/NE LoT Z o° C.C, uN/T f Pa. PG,88� ,2vi )4 1248626.3126 827806.8380 B W a &.2s' Lor 14 1 I m r� 15 1248626.3126 827524.1710 a -,.� �- WEST 24[6.17' 1 -.19) I(, 1248813.2524 827523.8918 Ci Q - - - !i I I socfrH 9.e'ox* for io �1 ;,t s.8.o'of Lor r3 1 17 1248813 2524 827277. 6918 B I -4 M I t- -- S 33 c.7' of I Z 0, 0` /-or / g 18 1248687.0024 827277. 6918 8 /5 N z i m 14 1 �+ wesr - zzo.00' 19 1248576.3126 827388.3816 B l'� '�souTH )u 20 1248576.3126 827524.2116 B - - - e �- - - - --M -t- -,-t-i - - -- - I N I _� f 7 1 4'•3.77 21 !'248576. 3126 827756.8416 1 ►,, �L• ° ;iZ t --I d r-- - - - 1 J R= I ' BLOCK 3819 �' �n ,I BLOCK 587 i 7 �z� oo.kP 2z 1248451.3126 827756.8416 ie t h ° 1 A = 7� I ` 1(0 I , 'u ° a 1 0 ESLOC-KI 58(c 6�' TRACT l� o 23 1248451.3126 827524 .9016 B P �NoT INCI_ua�D� a ° /2 I a �� d ° zo•3, �r - 8 !s t / 25 1298451.3126 827388.3816 g Q Q \ I 03 , v 1 1� / �� li _ �.:..1: nl 2 1246687.0026 827102.6916 c ' ► o I I / •s1 Lj I ''� is 24 1299198.2526 827152.6916 t3 V p v, - - - - -- I ©1 5. 20 27 1249248.2529 827102.6919 B c' y.. ��is WtST - 282.167, .✓� R:3G4.74' / �SpO W v' Il �• ��3.8�' TNutfOEk�f312 DR►vE d= eo• st'42?� 28 1249248.2529 827013.2919 g •69. � �'• r+-• EAST - 28Z,Gg,. -•a bsvxa�r it &"co...c.curaeCtr>°.) 29 1299973.2528 826788.2919 $ / w I �® i In,t' 1 E GLAR A4- 3o 1249533.0628 826788.2914 13 -' / I l 31 1249666.7908 826814.8469 a o IB I a ' W I ( 100'loot �► 32 1249704.2123 826815.1743 ,6 �z, 13t_oc ss5 /9� o I w 1 re I lT Y 33 1249708 . 7759 826841 . 1159 A " a a H 1 hl 100 50 0 100 200 ?tet 1249841.4150 826973.7550 Q °n°�. i r` I i BLOCS 54-3 v1 h� ( I 35 1249817 . 9744 826997.1956 a �" o u I GRAPHIC SCALE IN FEET O - S ►T E 3& 1249906.3627 827085.5839 WE5T-136.oa' - �oCATlof�f 11J]� WEST - 232.44' �zL 3'7 1249906.3627 827119.5739 Q - 38 124.9883.8527 827119.5739. d JOY HAVEN WATERWAY 39 1299883.8527 827269.5739 ,�. - 4o 1249891.5727 827269.5739 /� 41 1249891.5729 827522.2797 A I certify to: LOCATION MAP St. Johns River Water Management District, that the Boundary Survey shown and described hereon was N.T.S. personally reviewed by me both in the office and in the field on the following date(s), and that it meets the current requirements of the St. Johns River Water Management District. Division of Land Acquisition, Procedures for Land Acquisition Surveys, and the minimum technical standaras set forth by the Florida Board of Professional Surveyors and Mappers, Chapter 61G17-6, Florida Administrativei 5 / LEGEND Code, pursuant to Section 472.027, Florida Statutes. W05T-25.0' 001JND.aRY GZl• ,oVE.2 S77f 1,A - / BY:----------------- Date:--------- _ A = FD. 4"x4" C.M. #3435 ------------- LEGEND suRv�oR's NOTES: CERTIFICATION DIRECTED TO: JAMES A. F01fLER, P.S.N. FD. P'oVND 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS-OF-WAY', B = Set 5/8" I.R. W/ Cap # 3435 : : STATE OF FLORIDA REGISTRATION No. 3435 I.R. [RON Rupe EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENTS, DEED RESTRICTIONS, ZONING, ST. JOHNS RIVER WATER CX CONCRct3 MONUUKNT SET -BACKS OR MURPHY ACT DEEDS. MANAGEMENT DISTRICT 2, ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES SURVEY FOOT. C = FD. �.,, LR. - No LD. NkD NAIL k DISE wr'TNE-55 Go2n/E�25 rr1 sou7"f/_zS.p' R/w RIGHT-OF-WAY ATTORNEY'S TITLE INSURANCE FUND, INC. D = FD. "" I.R. W/ cap # LB6424 5�,-si�.,,.tz. CONC. CONCRETE 3. BEARINGS SHOWN ARE BASED UPON: EAST LINE OF THE NW 1/4 OF SEC. 19-31-39- EI.EV. ELEVATION N 00' 05' 08" W - PLAT OF SEBASTIAN HIGHLANDS, UNIT 16. w(cAP# 3x35 I E.O.P. EDGE or PAVEMENT WINDERWEEDLE, HAINES, WARD E = FD. 5/8" I.R. - No I.D. ivt rr+� ss i' P FIAT 4. DESCRIPTION PROVIDED HEREON WAS PROVIDED 9Y THE 6UENT AND1 OR WS AGENT do WOODMAN, P.A. Y IMLSURED C CALCULATID 5. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED Note: Coordinates listed are in NAD 1983/90 State Plane Coordinates developed from the certified corner record (D DEED SEAL OF A FLORIDA REGISTERED SURVEYOR AND MAPPER. 1 for the Northwest corner of Section 20, TWP 315, RGE 39E ( Northeast corner of Section 19, TWP 31S, RGE 39E P.C.P. PERMANENT CONTROL POINT 6. ADDITIONS OR DELETIONS 10 THIS SURVEY MAP BY ANYONE OTHER THAN THE j P.R.M. PERMANENT RErMNCE MONVMENT SIGNING PARTY IS PROHIBITED WITHOUT WRITTEN PERMISSION OF THE SIGNING PARTY. .,... .__- using the plat bearing for Sebastian Highlands, Unit Sixteen, of S 89' S9' 35" W. to establish the coordinates P.C. POINT OF CURVATURE I of the Point -of Beginning. P.T. POINT OF TANGENCY 7. UNDERGROUND FOUNDATIONS. FOOTINGS OR UTILTIES WERE NOT LOCATED ON THE SITE. MAP OF SURVEYP.. AA POINT OF Dtl7EttS6CT1oN 8. ALL BOUNDARY DIMENSIONS ARE CALCULATED FROM FIELD MEASUREMENTS ON A TYPE OF SURVEY: BOUNDARYSRVEY ARC FIELD TRAVERSE. 1. All above ground fixed improvements and any evidence of underground fixed improvements have been located g RADWS on the acquisition parcel, within five feet of the acquisition parcel, and between the acquisition parcel and the I.D. 1DENTIt7CAT1ON centerline of a pubic right-of-way if the right of way is a boundary line of the acquisition parcel. E ROP UWE w r>`1� ss coq,•r��e beT.ai� JAMES A. FOWLER P.S.M. 2. 1 have reviewed the Attorney's title Insurance commitment numbered with on effective dote 3i Peri►f xuMeEra I No74!5 ALL CoR,v6RS .aR� ►trl7:vE5SED of together with the endorsement and oil encumbrances, except liens, identified in Schedule B, Section II STATE OF FLORIDA CERTIFICATE No. 343�J 1 AS AT30ve= UArGESSNdT-6� item numbers of the title insurance commitment ( inclusive of the above referenced endorsements) have been THE 929 - 7TH AVENUE, P.O. BOX 1677 O'>BOUNDARY DATE BEACH, FLORIDA 32961 DATE I REVISION 'i/cRw�Sshown or noted on the survey drawing. E . PRONE 562-4744 FAX 562-0963 FIELD BOOK: ST. JOHNS _ • HUNTER PAGE _ ,w E Point_ NO (21 3) 5) ( 5 ) (13 ) ( (I l Nnrihinq , _ Eoltflfl/� t'f" fcl ll_•Ilf•n •, ` W _ \ :.,t_ I:UU s SET 4'X4'C.M. WICArl3435 � � U _ ,. 111 j 82751£{ 7 r51 11498SI1 5729 I „ , Ei.GLAR A`�. r SET 4"X4'C.M. WICAP! 4 1 _ ,!Q0, J W- ' 82 1572 2 79 . 3 35 2 206 '!Q0!� 6--i.--.._ �,_•��: �U _ 29 SET 518' WiCAP/3435 ' I 82 7i(;!4 1169/ I ; / Il t l•19ft8; A�� y +' 114'3$8 � 851? +• 8.17119 569' IT"7114 StiQ' 1:'499011, J1h: L? 1' 8; 7f)fi`) 579 141(11"')'4l,. (' 9 1 694,'9!4 2w) "10,9 .'"10,9 124970B 7 7(-1 t, t )49%L!•1 ; ! SET 518" IM. WICAP83435 I 1 ; 4u'•'' 2.14,5 SE f 4'X4" C.M. WICAP113435 81Fr8U4 01 ? i F�49F7t <<4(' tt I All ?(i 1 ..49-11 14f, J9.165913 '451 124 9 708.89`..•51 !' 337 680fF 12 9 A' 7 (11.3 f19.9 r, 1' . 8:15099 H CF , f t.9.1 :9:•488206� d 3.'• 89')9 SE F 4'X4' C.M. WICAP13435 I -•1 ( 9,'4rt;.1 Ja:ol, N E, U IN tlEADWALL "SMITtl' I �p� l ? r rtar•`l ft1r.E11.( ??U5 SET 4'X4' C.M. WICAP13435 02.1 6 UI, 125217.5 8959 825659 .9-IC1 ; 8:'565!? Ai(1F s 2;1 8 1 1 V 8..x'1•'•1 Ii:n� I 825974 Fir .411,;9 t• 82r_t974 R6 )R 44 1i e"IE 1 74 '�5 )g l r� r !c ��Sri 511•P M I 132g 179 '42T, ! j; g•.7 cfl a•1; 4 ! 1, i 1 Ii`. tyNl! 45C'4 N [ii h.'.Sa 7F 5 i 8: f '• 1,•I 'h`,ii ! 11 1,U rr,lr' 1 � 5� ! ! t ,: •,•Fi �, F.�'6:1 •1 lilt`• \Y '' 128 $ET 4"X4" C.M. WICAP#3435 4!06 _ 1 11. 1 .All r F!: 5 S .6d' Gt7A-1111! ,t,ALE IN FEET ' f •9 .a1 rJ 1 - ' � ; (_ •r, t ,'r 1. ! 1 F± L r t r .►('F:WAI.I• VVI I.I.N Y ! t:i C It. ' t ,, ..--•-•'F't)iFJ1. r.�r f)FGINrJINt: R- I.S S., !; ! f• tiltf WA+ q r.lF f!�W 1!) NUR1H rfc F.A'�1`,�� :WIiNE':•:, MON % [:,1007 1`� N (t 1 S U E) Lt ± V ' t' E. U lt" r`.rf !~.O.P. r 1 Fl.E r.F)(?iJf.R OF L(il ', / I(. N. 1 r,Itr., t j ; �. \ BLt.,:1 i45 FNULAR A\eLNUE. l 11E'+(Yr'JJ '`.raltrr•'(It3)- - _.._.. ___.--_.-_. --- _•-----__-_ .._. .� ._...__, .`.__ ... 1 L rvl SI ►'lI1N(" Mrtt! --._- _. ( . -N_8.'' .5y. `` -'-•- Nt;l/11?-----.AY1vNUE W ti►' F ^! T 4 ,!Iir.1 *.�.+ / I I ��. j` r;E. I^y�jrt fja' 1•3 R', -- E" 1111 1 \ 1I1 ])I ` rn �'�w ► r�uL:- , ! 7 i 749 •r+r'if ,nr CIU 1 r 1 1 ! , itr ! P 7 ( S 4 ' �, 1 ( . — Wil NL `i`• Mt.!f! (� 1 t4 s tta Lu (t' w I. i•, I.�' ! I !'� r '0 I ') tri!{ U>:,t �'! -..._..W. _! .t..!.Jf .•.)_.; CAF" rl:r•,17 ; r.) 1.'11' ie_i tw•t -9 '' U:JU ,,1: ,!x 6.35 !C`' �'•\ IN IVY �rS5 :(110 f�)7?,vW.a 1 1•�hJI.}•frf NIv IQ I j \')•�'-WITNf. `�`: M(tN - - - (1,,ir,1 Ion Ln.sl:,1q - - -- _._._._..__ !)1:•q,."; 1'01_1 . I !ip: \..tiv(IrJES• . N NUR(1.1 LAST N 01' E /�, •J - iy, f `. 1.;AI' 1!, SC!IIfFI I I'UtJI:' 1 .. 1s is 1(t' f>(1[I!N R [A_j( W c WIIN\.. --rNLt tit ter;, tlr! Lt i ~! t I u _, .till _...1J (,(,• ov ;5..'W 1►>� �ftr,y �? ( + It` tl(r ' n, YrI l NE `, -; iA! ICJ '' .' -, r,5 4YIiN !;r!F 1! 01-11tI. « Ic, ;OU111 CA`.:I ` •,,,- ,, f it 1 1J Rtt 51? 35" E rj_[ �•� P1 Nr - `F_ fit) fI!)' r FDsta't.11.igLD. (1 15) 1 24 •.t 'r•,!1 80.114 IV! i N.' ., • "%I' • I „ .,r?LAI I I ---E3LUGY 6!1 •11! t.74�i9ty5u N111af": r!• 1'� •.,in.l±r 1,tr� ,� - ( 3.3 8999 I. r 181 1 17 5 8959 NIIPt'�'., t At it)• SU!)IN. " IDSL! LR.liDLD. _ 824814 8206 in' FAST . i no,f� _ •' 11 1L5: 1'3A9')9 W,II,IF'., Ai' iI) SOUTK _..-_ Alt- •-rK'565q 820E r rtr OIL f _4It f.R. i1D 1.D, 9159 vVIII.; r'• t.Af' 10' NOFIlf r;!al 1 50 446? Wllltl::.r, t.:AF' 1(,' NOR IH. w 1rR WEttR / t�' it. 825q74 NF 7F• lit 1 125 . ! 10 NU \!, _.-•WIItJE;, t4.dJ III, ad n1k. ,_..R;'w 19;6t t'1 !- A'.T 6 1(1' r.('LII!-1 k I A ,f ,. c 8 WI If.,: ,.Pr) fill 3001H, tc I • : •. � I r."iO r) 5 !(: I A_',1 _ - t r: t 1 1_Q�- 4�'f'•} .. 7 1 ;r'9;O''i-'r 90 rPrj1 i E12.1•R74 11{;! ±!` t •!=,1 \ ' rJ' :(!' ^rtlllH °t F_A'it %ii I.3 5 I(1 Wl1�,!' f AP It: (10111, ;_+ ,f • r I rIJ l ,., ` ,•(, w1rlf _nr' !(; ';rturH. l_)L CAR I it: 1hi1- Pis, ,... R; tt• I ,. 1 �r N i --- t.r ,, U, b X, tLJ t •! I 1 t•o�� T tl 1`11114 I.P. IID I.D. POIN! ItN...LItJE...1A_h!_LAII1,44... 164 I.R. No 1.0. Not ihlr•!)' �ie ' °U C,aj t I A CG I tD r:• If. 1111,0: A rA I u, h r F .! � ,� FDsrr LR. wlcAPt ifi9i OLCKI' 601 • n� -1 , 250.5 71 ~ t, S� •`•., " 92 ' S 2.18(•, � �..._--- F P & E C•(?NC t)t:!LE: 103W I.R. Lo Nq (3 ,c 7. ` <;t}[)ARF , Y I..; ;iv;' in'Enf1EA0 >tilr•L. < [tS> I . 51',91 I 1,l?' 1PAI!_ PUALI -CAM CEtdtFP ul, % ,J, _ 't � OF f!:11 15 ' tt� '.520 49 ' D IW .. 125 90 11 13 944' r -RAIN LINK FEN': L ON i "'(r ,at F6 FILAR LOT I INL. L h „r m /• i MAl(t1 IttlE.- ` 1 ai 1J 4 r.. Sl)0 1�( 1a5 tO(11" w ' i r I ; µtr011 , NES. �- t 1, r ,±! NfS1 Rt i ( n \ �� , r f - 40' 00, Ttt,_ 91fM A':IN[ `'• t,M I J: i( ( -) ',< ;' t ,,� `52 71 51 ) a . In r,tIIII ?; l.A'.t ' "SMIFH' f A►' `T \• V1.11J1 r:' _ ft - - - ` !P(' 6 06 t l' ; \ �; 1)0' 00. I1 0 .. Av . NI t 1 .,t t?1.,1,'F1(1AP• ('. `) cp t.?,. t 15 f 1 •111 T 4_•1, J •• . > •� (ICI I l , t l rs f M. •M 't r t, 1 i1 ` y1]' 1T-1 Alt.) A' (.At:' 934 tr r; O/1 ,_ Q4 rrr � f)� 7.°r 1 f1 \'=9V� )' " ...... 1 ) 1 77'11) 111 I : i �. �' r,l{-31*1:1r' 1V (11 1 ✓y _ 7Hf' 10?At , 'i(; i 43 709 i t i i LOCAT(CtN IAAF N. T.' C.C. UNIT ONE - LOT 1 - METES dl BOUNDS Lot 1, C.C. Unit One, as recorded in Plat Book 15, pages 88 and 88 A, Public Records of Indian River County, Florida, being more particularly described as follows: Beginning at the Northeast corner of Lot 1 (also being the Northeast corner of Lot 1, C.C. Unit One) Block 545, Sebastian Highlands Unit Sixteen, recorded in Plat Book 8, Pages 45, 45A through 45J, Public Records of Indian River County, Florida, run South 00'05'08" East, along the East line of aforesaid Block 545, 2347.03 feet to the Southeast corner of Lot 28, Block 545; thence West 252.71 feet to the centerline of Mohawk Street; thence South 7.72 feet along said centerline; thence West 150.00 feet along the South line of Lot 10, Block 544; thence North 22.51 feet along the West line of Lot 10, Block 544; thence West 33.99 feet along the South line of Lot 12, Block 544; thence South 45"00'00" West, 125.00 feet along the Southerly line of Lot 6, Block 544 to the Easterly line of South Easy Street; thence North 45°00'00" West 33.15 feet along said Easterly line; thence South 45°00'00" West, 187.58 feet across South Easy street and the Southerly line of Lot 9, Block 543; thence South 801101'22" West, 26.34 feet to a point on a non -radial curve, concave Southwesterly, having a radius of 50.00 feet, and through which a radial line bears South 68029'20'! West and along the Soullwrly and Westerly lir••c of Collier Waterway the following calls: thence run Northwesterly 20.50 If eet along the arc of said curve, through a central angle of 23"29'20": thence North 451100'00" West 214.96 feet; thence Soulil 4T"00'00" West 82.11 feet to a paint of curvature of a curve concave Northwesterly, having a radius of 362.13 feet; thence run 284.42 feet along the arc of said curve through a central angle of 45"00'00"; thence West 1237.86 feet to a point of curvature of a curve concave Northeasterly, having a radius of 225.00 feet; thence Northerly 333.43 feet along the arc of said curve, through a central angle of 901100'00"; thence north 2240.00 feet to the Southwest corner of Lot 1, Block 535; thence East 150.00 feet along the South line of said Lot 1, to the centerline of Kirby Court; thence South 20.00 feet along said centerline; thence East 635.00 feet along the center of Block 534, to the centerline of South Easy Street; thence North 127.20 feet to the South line of Englar Avenue; thence North 89'59'35" East, 65.00 feet to a point of curvature of a curve concave Southerly, having a radius of 1255.64 feet; thence Easterly 251.66 feet along the arc of said curve, through a central angle of 111,29'00" along aforesaid South line to the centerline of Hickory. Drive; thence South 143.03 feet along aforesaid centerline; thence North 89"59'35" East, 204.98 feet along the South line of Lots 15 and 14, Block 551; thence North 00000'25" West, 125.07 feet to a point on a non -radial curve, concave Northerly, having a radius of 1335.64 feet and through which a radial line bears North 00"35'02" East to the South line of Englar Avenue;.thence run Easterly 13.77 feet along the arc of said curve through a central angle of 00"35'17'; thence North 8959'35" East, 66.22 feet along aforesaid South line; thence South 00"00'25" East, 250.00 feet along the West lines of Lots 12 and 19, Block 551; thence North 89059'35" East, 80.00 feet along the South line of Lot 19, Block 551; thence North 00000'25" West 125.00 feet along the East line of Lot 19, Block 551: thence North 89°59'35" East, 929.72 feet along the center of Block 551 to the centerline of Mohawk Street; thence. North 125.00 feet along said centerline to the South line of Englar Avenue; thence North 89°59'35", East 249.21 feet along aforesaid South line to the point of Beginning. All of the above situate in Indian River County, Florida, containing 145.13 Acres I.r111 `;?.. riti'r•A P_ 30 1(1r ;'rlI►I, % .Et._1 i J+ A I F I( W A t ,�3pO(a --r1'• \.. 45'od. Ocr A E k r.. e . LEGEND ! 1 t t 1 11,1` ,(,F , F! 1 E , tER11FTCATION DIRECTED TU IFI l'1, I'D i0UN1t FrtUN L.nF!(:, '•IIIIWN t11_I2Er1N WERE tJL'f AHi1R.4CIED fill Till, !!rFIrE Ft:1R RIf:HTS-CIF-WAC, a; •( A?a :!; - �> 8i!' r±l rV i R. Rt111 ` p , ' EA,tMF.NfS ±r FE(OPP. OWNFRSHI AETAN[0NME.N15, LEEtt F1ESfPICHgN;., ZONING, ST JOHNS RIVER WATER L ! e '. ! , n FI N ' !+ t N O II N I f 1 t Fi 54' 1 ! / I.r IRON rill! SEI nA*fk1' 1`117 LIIJRPIly ACI Ltt'E115 MANAGEMENT DISTRICT o 'r.. tpp g: NAU 1')(S! '`)U r.,irJlq 1'Irtn,. (;nn•r'rtr,J!n•' .1r.,.r.,1 (,ort 1.1111, lhP r r:I,ft„il ,r.p: ,. .:.1 Nalp (r,.r j:nnlf+[, :rgtrn 71r :n / 1hp NnftF!wP.,l -r,rn O ; T f 1" Rrsf 5`1, f. N�,rtrr4')t:t +.t'rnr;l ,,r=,s!cltrrr !7 1\k1f j1 1), 1 ',01 I!gif19 the p10! bettrrnq f:f �•Pbp5lir)n Ht'Jl,lOntjc. !)nrt jnfl.een :,/ i ft=1' ')t? i`• At, It. ,.r.l!,I,f1�l the 'r.rf:lq•:-, r.: Of tho Point --of Peralnn11-4 - - - - 1 All Ol'')vP '00"d f1Rrld 11 Pr0ven eI03 .rr,.f any avvdRrtrw ryl f�rnlPr1lrYit)n!1 lir!!J 1r,1f•,gye1„eni Fvr,I> Leon Lr .,(.. I 0r the ocauts:11.31-1 Uatco_I ,vrttlrr. Itre fee! '31 the OCITu-Sition p,7fce!, and ketwern fhe 0ctlu5i(irt• (,1r'�•I 'r:.'1 centerline Cf a Dubin. fif)hl-r)( //,7j ,I it.o rtr)h1. of Nay 11 is O bourtrjrlfy Ifnr. 1,,f (hr •-irgtr,9't,C•r, pr)rrel 1 ! have ru rieved 'he AfInrnp 'o title Ir3U±Ur+Ce if m•io?d 1-;1vrlhn.1 , ,;,'. srre,,lt�c 1•tlr rd 1 `F 'J1-. t, r�.•(hor a',Fh 11 a or..),1 j(n,en1 or'd %Jh er^ufrhron':Ps eIt- 01.1 Ifr.,, „inr(iriolj rr, 'jrl,a,jl,;,, t; ,, t'.,+• 1,l / ,' - - - r i r 1111e tn50rvtr1!! f Qf"T,tbn!nt 1 m( tVsfvA OI Ih! nbo•re c,.!,,, em -r) Pt..ji,rcr r1'r!r!t h•f•,r 1.• •t. 5;.�.^., ,r •l:'to-+ r)r} thn S.Jrvwy If(1win7 505A '561 . p•lilt 1., - ! Ir)hn5 Pfver Witter U10ii-;l thni Il,e Pvuncfov, '•rlrvey 5h•.,nn .1-1 derrnbed hrre..11 wa.; pi?rcnnall) te0ew -1 by me boil, if, the office and in file (1e!If1 • 11 IDP If.!l"flo a !Tttic(S1. (1' •'£)1:00. •.u!;I Ihn1 if T71r'•'!i lt,P r!IrrFI'I retTt!!rp.metitr -)f the CI Johns River 14110f 1,At11•!t•Y1,T,a•,1 I)i:,11ir1 Lli`:ISIVn ryl Ip►,f! AcgUi4ifir),, Piocedmies f -I Lnnd ACrlimitior' Surveys, •Ir,d 11ro n,itunlln'" fectmi,'ol glrin s -Jolt set LORD try lt,r• I I.,tidn Eiootd nr F1rr)fes9Curap,r it)nol nrs and Moppet- C:hopte, fill:' :...F ('Inr:da Arhruruel101ivn f�')e. F,urSl.tr)f,f In 'eCtir,n 472.027, Florida Statute!) r JAMES A. STATF OF I OPIDA 11FOU TRA 1'i(iN No 9.0!5 C H. CONrlt 7R Y!1NLIMFN•1 - 3 1,1411) IIAIL At DISK ACF, IAEA.SUR• MF-NiS ARE RJ ACCORDANCE W!til THE UNITED SiATE!. S'IJPYEt FOOT. Rf 1T Rlfart -Or WAY ATTORNEY'S TI1LE INSURANCE FUND, INC. C.(1N(: ('PN(7tCT6 }. UCJt�'tNG� iHtt\yN JIHE RASED Ut'(,W EAST UNE (1F THE NWI; 4 !)F SECI9-• i I - 3912 117V LLOtMION N QU' 05 08” W - PLA! OF SEBASTIAN HIGHLANDS. UNIT 16. K.0 P. FPGR Or PAVNURN'r WINDERWEEDLE, HAINES, WARD jF� PIA1 1 DES1,R!f'l1UN ('Rt?YIDED Hi:REON WAS PROVIDED Bl THF. CLIENT AND OP, HIS AGENT. & WOODMAN, P.A mNFAlTIJILgD ; 1111 :!IRVE'r IS N01 VA1jU WITt-10(g THE SIGNATUPF AND THE ORIGINAL RAISED C CALCUIJITBD • D) DEEP �Lr.F !)F A FLORIDA REGISTERED SL!RVEYOP AND MAPPER P.0 r. riRN4NE:tir CUNiROI, ro1N1' F AL'f,'11')N'i OR DELEIIHNS .10 THIS SURVEt' MAP BI AN(QNF. OTHEP THAN TI{E P R.Y. PRRNANKTIT REVERENCE MUNLINCNr SliNIiJ( PARIN IS FPOHIBITED WITHOUT WPITTEN PERMISSION OF THE I( -NTNG PARTY FIX F01111 Of CURt'A1IIRE 11_T. f'OQiT OF TANGENCY 7. LINK11GR0UND FOUNDATIONS. F0011NGS ON UIILTIES WERE NOT L0(.A(EL1 ON THE SITE iAAP OF SURVEY P.I. rQINT OP IFln&1;9Cit0N y1, ALL ACIUNDARt DIMENSIONS ARE CALCULATED FROM FIELD MEASUREMENTS ON A T)PE OF SURVEY: BOUNDARY SURVEY 11 DELTA A ARC T ![ LU f RAVEP.SE RI.D. mmilnVATION RAUIU9 fR, ('KNl'FaUNf. III rRopgray LING JAMES A. I''OffLER, 1-)..13 M. • RriNR9_Q FOINTg ON-1JNF STATE IATs O1 FLOWN LOWN C L R'III C . E No. 3435 435 11,11E y;3y 7T11 AVENUEI P.O. BOX 10377 B01.1N iJAfZY VERO BEACH, FLORIDA 3296.1 RF_vISIQN PHONE; 562-4744 FAX 562-091133 FILLD BOOK ST. JOHNS PAGE 1-21 "C.AI E: 1'-- 200' 1 DRAWING No. 3512-B ....... .. a -p ......... . Jr.. ik kb.N A _KWL �T A 4. --10 0 a Oka > r- f cp Z a M, Ati fl 's, =r =r .4 . . " I M - - I C4 (b An X, i% > r '0 F . -14 44 (D 0 CD c -j !fj el CD e- CD 0 "Fg+�l A.. 0 (D :h #N I< Z5 bo g Kip 4m` 3 o the I'v, C (D L C) ,4- Q U) x 00 0 - - , I I- . . fj., :.... .. . (D uJ I e is C) '% c tO .:: , 4 - I �- - � 11 �* ill f q, a C :3 :3 m iq. L w C 1A, —0 0 0 (D CL C! rk'n f�f �e Aj (D V :3 W M c (f) Ok" VW < _3 > j j e4 0 0 U) CD 0 0 -.0 �"XA 0 tTj =f. 0 C4 .0 0. D > ;U 0 ;U c 3 CD w 0-6 Riqlt jT, X;m- �:�, si, W ;0 (D 0 U) (D 0 X _U 0 3 0 (D _j .1 L ") ` " , !A 4i k It z .0 V. 4 �:J A a- Z w 0 m ?rq z z (D 4111 -Alf v ?z w: i 7, CD 0 0 CD _.F a -I tv, 10 V j r4m,j, iT �1 j; 'A D F-,; C) r z 0 0) eq- — . I I i ".. IT 1; - - TIN"; j :3 -4 T&k.f` d , ev:, -437 4� 0 :3 =r all. -`4 m cr m =o . , , y P� - � < .41:W ; R - 01, 1 1 J�A LXJ jW'.. .1 1 R (D 3 C) 0 ;;0 m J., 0 Oil, -mv, 1_1�____:F!_, W C4 (D .13 > cL =r ILI 0 tO tl M -1w (D Al 71., '14 TF u- g g 0 ex c: m M i th .4 0 twill �4 N 0 ;t: U) CD 0 Fit, Q e -t- 0 3 0 (1) U (b 0 fD C6 Fb jb M Go 0 C5 Lp 00 C) :3 0 0) t 00 Q 0 0) ra 0 . - I I 1 74- 0) < CD t , .t: , � - ." Itj ii: - 0 CD CD LU. 0 ::r to 0 0 =r— U Y.r CD C) 00 0 -U -Wei 0 (D < 0 3 r 43 m (D 0 ir-(A 6o (A () . m 6 U, - (D ..00 0 Q In 0 0 :3 c lot -n 'D 3 0 U C) Q .1 CD 0 0 Cr -ft 0 0 C) > 0 :3 b =r _T1 (D C CA Q < (D 3 0 CD '16 47 r U1 3 Olt > ;U CD it I t46 M 14 a7l ch bL K 7 t> ;U �12 X4 Nor h grth LAP( I -built) N3 IL 0. \8 1 North )5j -5 25 r 60 0 r\.2 MV Ir -40 N - t 125' Lp m r F I ;r Ali ? tr tic r OD f Co, North h t�tk 44 C11., > IT North Nort L 0 *�__4 U .01 (A 0 0 CY1 ri b - m 0 C) > Z > 0 0 T 0. < %-ol UU ,Ii\kf I' C4 :0 0 Ali 8 _80': 81 o rt h Ah 0' f w) cu 0 z North > North Noi m C: AOE-7- "CHUMA n e ine- —C---SCHU- MANAI-DR (-C&Iter�lvne -Pavlt-.) Z, 10 CO 0 JVVJ?T North 0 0 F9 14' co OC) Z 0 > 0 0) t LE: 0008 ACAD: DWG. FI —1 DWG Plot ed 14 bb.