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1998 Collier Creek Estates Preliminary Plat (Box 10 #38)
DESCRIPTION A REPLAT OF A PORTION OF THE PLAT OF SEBASTIAN HIGHLANDS, UNIT 169 AS RECORDED IN PLAT BOOK B, PAGES 45, 45-A THROUGH 45-J, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, BEING BOUNDED AS FOLLOWS: ON THE NORTH AND EAST BY THE BOUNDARY LINE OF SAID PLAT OF SEBASTIAN HIGHLANDS, UNIT 16; ON THE WEST BY A PORTION OF THE WEST BOUNDARY LINE OF SAID PLAT OF SEBASTIAN HIGHLANDS, UNIT 16 AND THE EASTERLY RIGHT-OF-WAY LINE OF HARBOR WATERWAY, SHOWN ON SAID PLAT OF SEBASTIAN HIGHLANDS, UNIT 16 AND ON THE SOUTH BY THE NORTH RIGHT-OF-WAY LINE OF ENGLAR AVENUE SHOWN ON SAID PLAT OF SEBASTIAN HIGHLANDS, UNIT 16. LESS AND EXCEPTS LOTS 1 THROUGH 7, BLOCK 531 AND LOTS 1 THROUGH 59 BLOCK 5321 SHOWN ON SAID PLAT OF SEBASTIAN HIGHLANDS, UNIT 16. SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA. pMaC AI :A AV CDo ' N N A3f AVE DOLPHIN SEBASTIAN, FLORIDA PORTIONS OF SECTION 13JOWNSHIP 31 SOUTHIRANGE 38 EAST AND SECTION 18,TOWNSHIP 31 SOUTH.RANGE 39-EASTANDIAN RIVER COUNTY, FLORIDA, c PLAT LOCATION UALSA o CT = x `1Y7�� 0 �VQ rq �r C F 9 Lae 00� F� 2E s PRATE `J 4 U o. �� 1R�SS tei�9�Og�9 ,9� 9�9�P{� tSt4EP u aV LOCATION MAP(NO TRUE SCALE) NOTICE: 1. NO CONSTRUCTION, TREES OR SHRUBS WILL BE PLACED IN EASEMENTS WITHOUT CITY APPROVAL. 2. D - DENOTES PERMANENT REFERENCE MONUMENTS SET. 3, o - DENOTES PERMANENT CONTROL POINT SET. 4. COVENANTS, RESTRICTIONS OR RESERVATIONS AFFECTING THE OWNERSHIP OR USE OF THE PROPERTY SHOWN IN THIS PLAT ARE FILED IN OFFICIAL RECORD BOOK AT PAGE(S) 5. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA.. CERTIFICATE OF TITLE STATE OF FLORIDA COUNTY OF INDIAN RIVER WE, , A TITLE INSURANCE COMPANY DULY LICENSED IN THE STATE OF FLORIDA DOES HEREBY CERTIFY THAT WE HAVE EXAMINED THE TITLE TO THE HEREON DESCRIBED PROPERTY, THAT WE FIND THE TITLE TO THE PROPERTY IS VESTED IN H. D. ADAMS ENTERPRISES, INC. WITH NO MORTGAGES RECORDED. THAT ALL TAXES HAVE BEEN PAID ON SAID PROPERTY AS REQUIRED BY SECTION 197.192 FLORIDA STATUTES, AS AMENDED. ALSO, THERE ARE NO LIENS OR ENCUMBRANCES CITY OF_ CURVE 75 OCi 3556'- 5a5'o0 Oo 1+ 90'00-{10 120. 11'--0o tc' t:ab'S9 2S vi R6'01 Oc 14600-- -- A tip,- 5�.;t_-------6-a' .:g7' 1112 T 7s'se 5F -- - - - - - !fi �T ---T - bf, 2n S'. ;.,- --- - --- r, g. a•, NOa•Sf+23 Ci7•Ic 2' 7 1 aA_ _ 7R)00 -Ba.25 : e!__ ._-P3?a SDa•3873 w 17'1427 1 _ ,y"ii...9Ar Snr ti 1 77000' I0 S S'+ S NDl"lq 73 c 17'7a 27 . SCIV05'13 E 0`-'716 00i61n'_._-. _.._ ,+'iC.- - -- _. Iq'- r:0"2106 w• 02'3: a. .. ... _._ 960.0 � f 5.3f S. S.� ),'- 65 }r,--NO2,-ram-�--ram a1 : 25.00 S9 7 - 5 Or 15 t6,- - Naa•;5'3i L on"OP S1 1 N44,55-57'C op•Op'}i 25,00' t o7. 75 oC t5 y i r;aS'Da 10 t4 89'59 29 utH -5 �� --- 1 , j --- -- '+ On ...___. 3r`- Saa'SS 46 w Woo 00 wi •i 75 00 --- S' J i -i pr - i5 3k S45'D< 1 a F 90'00 00'-y _ tiin ;u_55 a6-N o�OJ 00 ri- - - S-: 2'- r_ 1/ Nc YCa 14 A ?0'0000 i -" - -i5,1 -_ 5 - ,i 1c --- `_,o6'J7'19 H 3^3 06 t n .t 73 i, •<.;� S2z•12 2. w ie•D7 03 uA f(t 0'� ' i 7'>t- �.'. 7f, StA•j7 aaw 06?t}) - - ti- --- 9 7n ^ ------N31'39 S7 C T _--- 09'S9 SO _ Sib'3J 43 le•1I P•ti So'-1 2 7 _l4_D 26000 __is-__.-r 79_1.' 149.67 N_16a_3-1 f,- 000�-_ :9.1:' •, 1'-.-.-----tg 1ST N3.5'SS'02 E 0a'17 59 1 58ODp 98. i,F e`I_n 5'---i-98 Sa N}T47 D9'L Ogaa aTg�-7 500.00 91 68, 5.95-- 9,.58ir 2S').:_DS L 09'CS 22 °37 580_00 71..18 3 0377 i9 E 0T03'D6 I -'--(- An or), 170.7] 6017 1 0n0' n1j 5508E t _ •, Oq---"Irl �9� -_ I .'11 ._ _.. I H Fi -.._ � -}.6H t 00 N 47'SO 0-0 1 - .> t ---- - -- O 0069'3D - 2a I _-:i-----.C1.00'a2.Si 2. `�.S 1.ON'- '�lo•na 1TE aA•}p'ao'� - 75 21 - f Nn - r-- c H. t3 5.'P'17 ? 9 C fl6':7 }0 50 00T- 53 6? 29 71' S'. oA� :77'S3 09 w 61'26 1 e I ::1=, ------- 25 00ift.59 -----cI Hi ---_- �R ;r -,Fa '15 OC w• 4i'5C Cn S21'3f, 07 C a3'00 as r 50.00 }� 1S i IA Si 14 30 N22'5P 32 a0'1} 5a 50. 00 st.6_4- 2..17-----470.4S1,120.59 St E a7-42 52 �I nt 50.00 45. HG 24.69' 44- -2i N71'OP00E 552'3326 r,n SO.00 n9A 9,Ia 26.76 •1719 h5a'25 j6 N' S6'1fl41 50.00 FOOD 34.27 58.53 S08'0857'W 68'5105 -• ai6 25.00 18.61 9,76' 18 18 5jt14 52 w• < 2'J_ a 14 420.00 13Z53 66 82 131,98 NOTO6 Y, N' tg"pa a4 _raj a48 580.00 6.56' 3,27 6.5E N17-49 3t w 00'38 54 R49 580.00 151.9t _ 7639E ISI.a9` N09'S952 W, t5'0023 k50 SB0.00 24.56 12.28' 2a.56 mp1.1653w 02'25 SS R51 240.00 63.63 32_00r5}.44 N07'313 E 15.11 23 -� R52 2a000 62.71 -}I.S.S 675{ N7?'lR?{'f I4'SR If I a 49 45- 66 9tl'- 39 00 _ .S S.SS 41 77' 66.94 N53'Iti 34'W '473.37 54 C tt3,19,3( 07-06 2121 ! 20 7P Fn.6i t 20.52 �g375 3a w 12'48 5. 17 _ _ _ 7,S pp - 35..Sr S+5'00 00 w 90V0 Of _J9 t86'S`--- 9ei in7G N2t'25 00 wi2'500( S J.Oa 7gt6'--- 4•a 75.Nf 3'0056w 53 9O- 29 9i 51.}J 547'at 1} W 61'4601 4351 23.2_a a2.15 S76'3001E 49.512' 31 SSf_ 1G 37�- 3.03 N33.24 }} w 36'09 3: _ do 67 Nt1'a2 37 E S8 1,4 4( ___527.96- t96`Jr 9.9t� IS 76 N21'2500 C 425-0 0( 1,.27'- 75.n0 55.36 �ra5'0000 w 90'000( 18 35 9.61 17 94 N68'58 05 E t Y03 5(5( � 4?.3 1 26.87 47.34 N76.1119 56'301E SJ 55 29.617 51.0Y Sad•52 4242`E 61'21 4C a99A 27.31 47 93 Sl4-26 29 W 5-7 4;a: at_Sir- 21.92' 40.14 1,66.4456 w 47-2012 37.68 19.78 35 79 N67.59 44 w 43.10 25 t9A2 10. 00 18.57 S6812 15E 43'1531 39.27 75 00 35 35 S45'00 00 'N 90'00 OC 39 27 _ 25 0�_ 35 36, N45-00 00 w' 90'00 0C -- 565'0936 E 49'4049 9d 172� 50 81'- 90 59 S63'0l 5g E 53'52 04 39.2 7T ? 5 00 35 36 NA5'00 OO E 90'DO OC t8C9 9.81 18 26 521'2500 C 42'50OC 17 3H 19.6i 36 51 S21'25 00 E 42'50 DC __ 34 1 t , 7. 7t 33.48 n 19'33 27 E 39-06 55 3' a _ 9.65 36.58 N60'34 23 E 42.54 57 0 50 00 nt 17 IX 61' 77 2500 25. 00 .4)_?7 75A0'--- 15. 36 194 460.00 1599s 80 79 ----15 to - in 'S 25.00 39.77 25.00i5.}6 230.00 64.77�--}? SN`- F.A 5151 '_ 230.00 15 25' L6 i 15.24 25. 00 '6.69 i 8' 1P 26 JO 0 4 •^ 1 R101 IC4„,;,. , a ulna_ so or, f t ifi-- 53 54 R na "Al IP 7fi • 44J fn --916fl ,;; -- 56 na --tiO i5-. l-I-;,'- 2A 0-- -5s 5315 1826 .._-------- 60 hn _ ..-----_-72 -.-_ no- 73 B in 75 50.00` 61 Dt a127_- -.0n -_713 582 t a 2 ._- ,5 00 ' -172A kl7J 200.00 157 OR qa t',3 0T - R10 74000`--- ---92 i031r- 1 to 70.f6 27 75.88' 3 0. -R'3F-. A3:25 ut3J.- Sr0p0 r,k,a�-=50 ,oss3 -._--.-OO n`_-__ 49 p.,'----- .a 5ii9. 33 r RiJ'i - do cf _ -75 'i e`---19 OS 75 87 V59r.`--- 73 ati en 0n'-- - ; ei' - It B,T _5-i91 '•, 3 a?C C� -- 67 3A'-__ 1. ;c F 7. 30 r,144 - -75000 k 4: i1107r 1505-1 - R a6 --760 00 _-_--7563 a6 Or, 73 0a 46 05 i P147 2�00� _ _ 75.7}' 38.18_ ' 75.42_ --R1419 --. 2, 500 77 79'--_- 40 22_71' F1,2 air 1 O47 ,6 7Q Si- •� 1 +•) On --_ .. V ar; - - I - _36.93� _•-- < a 01 ti`iit 02 -�e'iSt 2't S 7 b 5 Z. 71 140.Oo' 110. 3 S4 1103 ( R159� 14000'- atl 60 a55` ag.25- R160 A6000 46.47- 2 4645 R161 a60.00� 91 9,, 46 13'--- of so R162 24 00 73 P _ r-- 57:P 73 66 R163 2^v 101 1 51.02 10671, R164 320.00 55-i;'--, r7.e7- 35.69' 121_25-00-w 42 S01'371-9E82 464 47 at 5C 3 -is 09 E c N68'29 2+ W ,W , r414-36.26 N 66 530'1''•55 H ; n ir. 5 nn'r < Im 1-24 a5 E 64'11 A ''3A 57 ` 51.35' Y13 57 , a7'50 C 'a0 332E Bo'2, 0 '0J o3o3 E ao o. o '07 58 N 2S 5S S 'JS 09 E c1-5 4 C '01 20 w' 69.54 5 3.271t -E!, V580 M R165 520 00 97 0? 48 69 96.9.5 $5711 24"E - i0'4t j3 Rt6_6_ 570.00 1S882 8005'- ISR 20 N7tY 'w 4 t 4 7 `•, 0_.,__,,. 4� a wte516 rf 9.� 7 4 Mts4.! '76ro.00' i1 4' /2 i' Z4. t4' Uf,s oo'tL'/I'- of S%Ot PROJECT OWNER: ATLANTIC GULF COMMUNITIES PROJECT AGENT: H.D.ADAMS ENTERPRISES, INC. 2601 S. BAYSHORE DRIVE P.O. BOX 1047 MIAMI,FLORIDA 33133 SEBASTIAN. FLORIDA 32958 t ADDITION TO DEDICATION THE CONSERVATION EASEMENT SHOWN ON THIS PLAT WILL BE DEDICATED TO ST. JOHNS WATER MANAGEMENT ON THE FINAL PLAT. CERTIFICATE OF APPROVAL OF CITY COUNCIL STATE OF FLORIDA COUNTY OF INDIAN RIVER CITY OF SEBASTIAN THIS IS TO CERTIFY THAT ON THE CITY COUNCH., CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA APPROVED THE FOREGOING PLAT. I MAYOR CITY ENGINEER CITY CLERK CITY ATTORNEY CERTIFICATE OF CLERK STATE OF FLORIDA COUNTY OF INDIAN RIVER 1, HEREBY CERTIFY THAT I HAVE EXAMINED THE FOREGOING PLAT AND FIND THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AND WAS FILED FOR RECORD ON AT VERO BEACH, FLORIDA. FILE NO. _ CLERK FOR CIRCUIT COURT IN AND FOR INDIAN RIVER COUNTY, FLORIDA. BY: CERTIFICATE OF DEDICATION STATE OF FLORIDA INDIAN RIVER COUNTY CITY OF SEBASTIAN KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING THE OWNER IN FEE SIMPLE OF THESE LANDS DESCRIBED HEREON DOES HEREBY DEDICATE THE UTILITY AND DRAINAGE EASEMENTS AS SHOWN ON THE PLAT FOR THE USES AND PURPOSES THEREON EXPRESSED FOR THE PERPETUAL USE OF THE CITY OF SEBASTIAN, FLORIDA, (THE AFORESAID PLAT BEING HARBOR POINT SUBDMS104 1. UTILITY EASEMENTS: UTILITY EASEMENTS AS SHOWN ARE DEDICATED IN PERPETUTIY TO THE CITY OF SEBASTIAN, FLORIDA, FOR CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF UTMITTES BY ANY PROVIDER, INCLUDING CABLE TELEVISION SERVICES, IN COMPLIANCE WITH SUCH ORDINANCES AND REGULATIONS AS MAYBE ADOPTED FROM TIME TO TIME BY THE CITY COUNCH,, CITY,I OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA. APPROVED DRIVEWAYS MAY CROSS THESE EASEMENTS WHERE THEY ABUT ROAD RIGHT-OF-WAYS. 2. DRAINAGE EASEMENTS & STORMWATER MANAGEMENT TRACT: DRAINAGE EASEMENTS & STORMWATER MANAGEMENT TRACT, AS SHOWN ARE DEDICATED IN PERPETUITY FOR CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE INDIVIDUAL PROPERTY OWNERS. IN WITNESS WHEREOF, THE UNDERSIGNED HEREUNTO SET HIS HAND ON THIS DAY OF 19%. WITNESS: ACKNOWLEDGEMENT IOF DEDICATION STATE OF FLORIDA COUNTY OF INDIAN RIVER CITY OF SEBASTIAN THIS IS TO CERTIFY THAT ON BEFORE ME, AN OFFICER DULY AUTHORIZED TO TAKE ACKNOWLEDGEMENTS IN THE SAID STATE AND CITY,' PERSONALLY APPEARED TOME KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING DEDICATION AND ACKNOWLEDGED THE EXECUTION THEREOF. IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL ON THE ABOVE DATE. ICI ` NOTARY PUBLIC ��•.� COMtVIISSION NO. MY COMMISSION EXPIRES: ��18 CERTIFICATE OF SURVEYO R STATE OF FLORIDA COUNTY OF INDIAN RIVER COUNTY KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED BEING A LICENSED AND REGISTERED LAND SURVEYOR, DOES HEREBY CERTIFY THAT ON .COMPLETED THE SURVEY OF THE LANDS AS SHOWN IN THE FOREGOING , PLAT; THAT THE PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS SURVEYED; THAT THE SURVEY WAS MADE, UNDER MY DIRECTION AND SUPERVISION; THAT THE SURVEY DATA COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 1779 FLORIDA STATUTES; AND THAT THE LAND IS LOCATED IN INDIAN RIVER COUNTY, FORIDA. JAMES A. FOWLER, P.S.M. REGISTRATION NO.3435 STATE OF FLORIDA PREPARED ON: Odes-=AofBEtZ 7 i 199 & JAMES A. FOWLER, LAND SURVEYING COMTANY 929 -7TH AVENUE VERO BEACH, FLORIDA' 3"M (-%1) 5624744 SHEET I OF 3 I I i I NOT A PART OF i COLLIER CREEK WA TEH Y t 1 I / SUBDIVISION N00604'45 \A/ i 2630 g, R= 1960.00'� 2.17 77r L -136,44/ I % 1 1� �3�•00 163.2 174.3� 1 0 1+ .216 t 1 149.45` j 1. 121.GI 1. 111. 121.001 s OD to 3 Oti'NE& ATUIliIC GUtF COi� CORP. °' �-� co °' :03 01 r cn cOD n 1 3 3 3 4: BLOC K 3 2 F, (/ �I to O Q C,i \ N N N rn pp �` a0 O O O O O O O S\ _ O ( lJ A ( �1 ) q t} Ul eF s oO OO OO 'O OO p O -, LA v+ G W'� 24� co a"� .. 0o r• To °� I 1 J * I o00 oo6 / ^ o00 �� o0o co,ci o00 j (2 2r a r22 , wo L1 coo 20} w� �J ^sc° 18 0" 1 1 0- C 1 {J o� 1 t� o� (14) o� � 3 000 _ NO 0 00'00 �4 28, � � � _ �� � � • , � �, 7 h '� z � A� , Z z �. Z Z z z --.J I �� 164:21' R8 l , ' I 130.00' ta�_6>s 6 � r291 Ra a.o3' _ �18•0>• Rion ' R-iZ 91.68' t21.00' 121.00' 121.00' 121.00' 121.OQ.3fib 31 --."{�_,`z. -p N, 4 113.00,92.37' r n,,.&,j5j� ` 1 " 9. 1 75.26' 110.00' j iONALD7A>•EStDfi1 (� � }--- -�36 ���--$ ! ipLpEN AVENUE �NO.� C14Z,- 34Q4'4�`'�_ _ 440 00' .'e ---tc3-�0094:45"� _ 1�`' � I00.9 -.- - - s, S1 1.29' 1 �.1.29 I �3•�' 1 "`A- C3-. r ca5f- tl . O'S6'13„W tee/ e.o.�o t 2 c 21.p0• Rt3 1 ._ lr I C� (D m 191.83 + I 62.72' 30' ,5 t65A0' 165.G0' , ,� i 121.00' if ON11ER d111fE51llC11AELQ`R011 >fi2 38 R9 RAI 85.00' 121.00' I 00 z mP CO 90 r o ) $ b 1 L \ c� (10 c< �; co 6' _ 00 CO 00 :4 _ _ ao Lf)14 0- z I �o • �0 6 0- A w �� o 1, ( 0,llAOkfRlbltdii��PSt»I 500'GObO"w Q Z do M.>INT EAS DE M 4T ' 7 cco 00 o_ �-- r*� - `� v, o j 180.02' I I F 1101).15 ' � r DE DRAINAGE & MAINT. EASEMENT I;bs.00 -`121.38' 1221 ,J L-(TYFICAL) _ _ jet 20'DiW1U4GEEl�ErEMT I o N s.0oo4'4S"� . 45.00 7 4 .04 33 47"W. 'v y0,�` 5: - - -- �0_;' 1_`£ a� S00'04'14"E N00'04'14"W N00'04'45'W C31 ) I SQ00' N s S6 „ ig - _ - r- 121.00' f 'r oo Q E. - - 85.OGT 121.001>38 37 - y- - 190.00' 190.00' I t 91:31' N - 01iAER EDFl4ROSCHLEER W li wo 4 K o 3�5s'si"IA/ _� T1 Q to' DRAINAGE & J V �- V' � S00'00,00"W F' MAINT. EASEMENT �( `t N pal O ( /j O C O O ' 1 HO.OZ' ' 7 j J \ 1 5 S I O (TYP. ALL LAKES) 00 c1+ - O `-j- O C O O ., 0 �- �� TPART' n R 1 {� I DER IORiiiA� o N _ S00-04'14"E I V No0'04'14"W N00'04'14"W N00'04'45"W r'~, V �9 190.00' 190.00' C� O 1go. &0, 191.33' SUBDIVISION � (� (� Ca i r - " �- p _ S .00 O T O" W SOt1 HQ G I /1` j f [�_ irm, WADE DRAINAGESUBVi`�ISI0N \� II 135 OO rlg.00 7 �L/- r� L AINT. EASEMENT � �Cj IItIJ 20 VAI)i PAVEMENT I -� \ N TYPICAL);jN N � r laN - �_J O'Ot0'00"W �I (TYPICA CtiF SIDE STPEETS); 23.93 ` I`� _. `, 6 24298 S F_�J� `) L J I f O O O (3) O G O O (� _)00 00 00 E o 3; (� d acres o' r o' o �- ' .9 o i o -�S ( S00'04'14"E ,, N00.04'14"W N00'04'14"W I h00'04'45"W m i I 1 o Z. oI� 1 7 / -, -- i 5 2.2 C o .� 1 ( } a, I 1 ao 00 = 190.00' 190.00' d 191 34' tl:ilruxl GRFCOur.CORP. -� 8C I � oo�o+�' V " c �� WA/ \4 I " `�/oJ � Q`6\ o n I0, 2 J �� O O ( �� G oCi O j L I Oi ) 1,5.02' 1t0.00' 68.93' 1 i 1 (� s.00 04 /4 E. a Q �� o_ C Io C I 1 `8--_- O� /~ Z --121.00' - -- 121.00' - - - 121.0U I j I I i \"� j jO ) EASY STREET /' CENTERLI-Nt f cr,r _ r• / ('YPICAL} `\ e� 1 27.05 500'04'14"E S00'04'14"E N00'04'14"W i s N00'04'45"W j - r -- --'mot 00-ony ---404,1'� _-_ _SO�G.Q��- - - - - -- 2.' 3.93 / jo �� 1-1 190.00 190.00 191 .00 t 91 36 t2 0'p a � a� U ) CS O cc C-oo F l 80' RrG►+* OF WAY �� ' S5.00 $ Rat ;n o r- o vi ,. O i+ o �-m93 _ n� W v! ti O v�C-41 1v v o, � 1 0 2 0 2 1 1 I Iw N o o, iI - U I o ( a g a Ir*i �; m S w Y - eb' c q3 , o 1 o z � i CM RAW JZM` _ �% � BLOCK H "' ` O EZ2 2.7 0. 121 00' 121 CO' 121 00' 1 1 165 00' 1 4Po 165 00' 165 00' 9 166 38' 20' WIDE DRAINAGE AND MAINTENANCE EASEMENT 10' WE DRAINAGE AND MAINTENANCE EASEMENT 2 I 500 0nT40`EJAISArr -ell a.• r..v S00'00'00"E o ; �3 \. -� _.39 1$C).G2' '80.00' �v �� �� R3j� - _ 0 4'14"�_-�._ 610.05'I - sooS�4't4"E_ `` 44000' a.1Q,.E 74. 3 ,T ; � ill � 1: h �• vt O 2 ! Q) C `� I o�rlmtit�tr.t>l © 0 O I h h� R3`�_ �p a a Z o; 2af 2 2 R]2 was ao 121.c0' 121.00 121.00' 121.00 121.00 121.00 121.00' 12 00 121.00' 121.00' 1 i I ) �') � to t / r1 '• � � ' , m 5CD'C+0'00 E SO.9'00'00"w i v4 ^v so . z •� _ ib �. , ,OD OD 00 01 w Qw �^ �' t0°o 7 ID (1 O a f ii SARI Q j180.G2' .�-+� '80.00' t-2�6s / o ti� 2 1 .r tw ,� w �,, ww w 1 ca 00 w w w i I O v� P S S n, L O A q O Uti N Wn 1'J vi / N (Jt N U1 N Cn v (!� L N N (jrN CJt N r-- - �- �- �`� �s. r \ 1 �s \��„ w A 1 .,} t� ("I' 0 �, �� 15 0 �, (L-14 o �� 3 0 �, 1 1 0 o BLOCK i o �' %1 �`t of rn / .� 81) o 1 a 1 6 Op �� o A o o o� o .� o c • '. '° r 1} rn / O rn C O: m = rn ern ern c= O j Q m ma i Z i _ � BLOCK i- t�--. n ���q D � I C U� R= 1 r yy r �d2 e P �1g351 L55.4 , � L= 45. 00 500°G4'" 4"E h� kJ (4) 10 1 95, 56 ��-�EASEI<E8f 96 58 23".4t � 121.00' 121.00' 121.00 121.00' 1.00' 121.00' t 1.0?' 1 1. 1�'. t t t.t 12L0 ' i - 6I1RJl,'tGEEII IWE { w! 37 391. 0 2 2 2 00 C0 2 00 0 1.A1EF, I(Y UCK31fMON N0060414W 2672.27' I - CONSERVATION E$MT Commencingat die Nortbcest comer of the Plat of Sebastian Highlands, Unit 16, as WIDTH VARIES tecoi in Plat Book E. pages 45,45A thnno 45). Public Records of Indian River County, Florida, tun South 99' 21' 03' West, along the North line of said Plat, 129239 1 feet thence rttn South Slang the East line of Harbor Waterway to the Point of Beginning. From the Point of Beginning continue Sou4t, 358.15 feet; thence East, 759.93 feet; �1� t T thettoe North44' oo' 3T West, 121.Oo feet; North 3r 11 47* West, 130.41 feet; U N P L ,`1 T T E D ' U I V P L A T E D menmeworth ors Ir west,164.02 feet; benc. Soudi 89' 21' 03* West, 560.03 feet to the Point of Beginning i AD 60 Share Ott9de in Indian River County, Florida and containing S.17 acres, more or less A portion of section IS. Township 31 South, Range 38 East, more particularly descn'bed l as follows: ?i Commencing at the Southwest corner of the Northwest quartet of said section' IS. run Commencing at the intersection of the centertine of Englar Drive and centerline of Easy ! North 89' 16' 40* East, along the South line of aforesaid Northwest quarter, 1325.48 feet Commending at the West quarter r of Section 18, Township 31, South, Range 38 Street shaven on the Plat of Sebastian Highlands Unit 16, at recorded in Plat Book 8,, ; r i to the Southeast Comer of the Southwest quarter of aforesaid Northwest quarter and the East, ttm North Or 04' 45* Watt, al the West line of said Section. 209.1 S feet to the pages 45 and 45A through 45J Public Retards of tr>dian River County Florida run North �* sI I gig along said centerline of Easy Sheet, 61433 feet; thence West 220.00 reet to the Point of / g' Point Of Beginning. 1l�vm the Point of man North 89'35' 1S' East,331.09 f ! From the Point Of Beginning tun North 00'04' 06" West, 1275.00 feet; thence South W 55' 34 W 63 00 f • Point of Begiinning net; thence South 40' 1S �•'�^b'++""'g' i I 3 . W VA".106.92 feet, thence South 00'O4' 45` East 361.47 feet; thence North 89' 55' 15" From the Point of Beginning continue West 149.47 feet; thence North 04' 30' 4r West, 54* W 96.71 f thence South 89' S4' West, F 8.1y feet to a South S4 SS' 297.77 feet; thence North 13' 15' 36" 17338 feet to a Point of Curvature of a curve ; point on S con-radin2 Ea>t,325.41 fat ;thence North 00' 04' U' West, 27.93 feet to a Paint of Curvature of a+ curve eancave Westerly. having a radius of 240.00 fist; thence run Northerly 75.13 feet oonci ve Why having a radius of 460.00 feet; thence run Northerly 139.42 feet along ci:rve concave Northwesterly having a radius of 27S.00 feet+ and through which a radial. GRAPHIC SCALE tine hears South 65' 16' 55" East; thence rem Southerly 25.79 feet along the are of said ticx5g the ass of said ct:rve, through a aritrai srigtc at ! 8' M' 44* to a point of reverse the arc of said curve, through a antral angle of 17' 14' 33"; thence North 03' SS' 51' curve, through a central angle of 5' 2T 23% thence South 30'05' 28' West.245.67 feet to cut vatin of a curve concave Easterly, having a radius of 760.00 feet; thence run Wert. 327.00 feet; thence South 89' 02' it East. 114.65 fact; thence North 89' SS 46' roc o so ieo 200 400 a point of curvatureof a curve, nc Coave Easterty. !saving a radius of 200.00 fcxt; thence Norly 22334 reef alcng the are of said curve through a central angle of 16' 41' 16'. East, 205.41: thence 0' 04' e South 014* East, 390.03 feet to a Point of Curvature ora curve tba{ Qnence North 00' (W 06" West, 653.92 feet to a point of curvature of a cum concave concave N y. having a radius of 320.00 feet; thence run Southwesterly 210.21 �,. I ! run Southerly 105.28 feet Slang the sec of said carve. through a antral angle of 30' W 34*; thence South 00'04' 06* East; 14.34 feet; thence North 89'55' 54* East, 204.37 feet; Southeasterly Having a radius of 420.00 fit; thencerun Northeasterly 17E.93 fat ahung Poet 4gh uoua antral angle of 31' 43' 46' to a Point of Reverse Curvature of a curve thence South 00* 04'. 06• Fast. 410.00 feet South W 35' 54" West, 100.00 feet; thence the ate of Laid curve. through a central angle of 24' 39' 53"; thence North 73- 54' 05' opt Southeasterly having a radius of 520.00 feet; thence rem Southwesterly 351.78 I ( IN FEET) South 00' 04' 06' East, 100.00 feet; thence South 55' 15' 27" East, 121.80 feet; thence WM 143.65 f thence North67'3T I West. 159.92 feet; thence South. 375.00 sect; fart, through a central angle of 37' 347 29"; thence South 23.93 feet to the Point of 1 inch 100 ft.South South 00' 1 04' 13' East,65.00 feet; thence South S2' 00' W* f'a %l90.00 feet; thence thence Soon 13' O8' 14' East 159.59 feet; thertae South 4r 56' 20" west 232.38 feet; �'n NOTE: THERE IS A 10' UTILITY EASEMENT ON THE SIDE AND Chaste West 3%-" fed to aforesaid West section line; thenre thence South W O4' 45` East, All the above sitnele in Irian River County. Florida and containing 5.59 acres, mom or North Sr 55' 46" East, 80.00 feet thence North 00' 04',13* West, 2077.49 feet to the a1mg said section nine 145.00 feet to the Point of Begin nine less FRONT OF ALL LOTS.THE;RE IS A 7.5' UTILITY Point Of Beginning All flat above sifte in Indian River County, Florida and containing 9.14 Serra, room or EASEMENT ON THE REAR OF EACH LOT. All of the above situate in Indians River County, Florida and containing 13.7 acres, mono or less. i I � • i I c I i ;1 y 1 3 r o� o0 R E. IN y f. i Y I W Cn W LQ J i' F Q E; GRAPHIC SCALE 0 so 100 200 ( IN FEET ) 1 inch = 100 ft. PLA'A L = 84°30'41 " R = 50.00' T = 45.43' L= 73.75'-� A = 25°23'45" R = 995.00' T = 224.19' L = 441.02' COLLIER CREEK WATERWAY p6e 5.a4 125.00' 125.00' 125.00' 100.00' �s UVI o yAr 0 0 b 0 o 14 o 15 u cvn� 1 og cvno 12 ag 1 ` �o og 20' WDE DRAINACE Rla do MAtNT. EASEMENT TYPICAL) 138.45' 125.00 125.00 125. 00 2654.59' W W ry Cn W ry z I— � LL SCALE 1 " = 100' w j LL_ CONSERVATION ESMT WIDTH VARIES CONSERVATION ESMT WIDTH VARIES i 1-3°48'35" -50.00' 80.94' 44.08' HARBOR POINTE SUBDIVISION HARBOR WATERWAY JAGE do c Cl ICUT UNPLATTED CU SEBASTIAN HIGHLANDS UNIT 15 C0 N 711 IIIItIIIIIItIIIIiIIII44 IIIv E_i" ti I10 I"AREN q z AAPA vun I iWAI IN, R 2 AREA: Impi WIGATIOR ID -AREA (Ac). JUI L I Ii-w At.) F-%M # I M �4 1 '58 I- -Us tONCRETE �HEADWALL'& OUTFALL W-4 '40 0.40 , .... , - .:... . .- . 11 I%,ON TROL STRUM 54 W�31 IIWETLAND IMPACIS WL- z N IPRESERVE[) WETLA DS 4 WL: 87 -. ", 411-1., t7 N /A IINUMBE rl!gg) R. II1S.1 IitTOTAL 8 II iIV. IV. I IJWAL IIIC-4 W. IIPOST DEVELOPMENT DRAINME ''BASIN AND TAL 4.j 4i3 -NUMBER IIIIIBASIN. 3 IIIIIIIPH UN PHASE 1DENTIMOON IIASE E. ANO IIIIPHA itIIAll IIIIIIIIk'WIMATION A IIIIiIIItt4r IIII%, IIZ r. 'CO. iII0 I'4 1 V) tIlow IIII'41 IIIIIIII-T IIIIIitItell III4;,r IIIIIED K IIIIptw cr iV IT- ,`224,19'- ItIIIII0 IAd t 0-0oft um 7tOM", KAMA' c -14 I14 tCIE IV`222.47 I-3. I- i50 LM, PIN% 6 IIItIII2 IIIIc Li-STRucit! T�7 ff.� IIAL ",HIGHLA It-2 25AM TES A SITA N' NDS*,, !1NMJj :D U`Nr 4' II.5 17 Tt7 IIU3 16 -Q)o 2 IIIII2 If -E Z U II7 tS M A S! MAN -JAW MOM, IIIEll IIIII'Ir �'WETUWO a4W it, IA 3) 14 15 2 III-:,,:S00*04'06*E- -i 2654.59' =7' - NOWDO 4"W 267 in flu" iIIBAWV- IIIji L-0 IIIIII'UNPLATT ItIIIIIIIIIIIIIr an I V iI�1 IIIIIIIca tI"�4 ir r v Iitt 7,� Z, 12 TIIIiV I2W f1k V IIt N III4r IIIIIII-A tIICA12 I Iom -,4r IIiII9 F9 IIItitIIIItI1 66 , r 96 IIIIIF tIIIIIII