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HomeMy WebLinkAbout1998 - (Mylar) Phase Two Plat BookCOLLIER CREEK ESTATESPHASE TW09A SU DIVISION PLAT i PAGE3 4 OF SEBASTIAN HIGHLANDS UNIT 16,AS RECORDED IN A REPLAT OF A PORTION OF INDIAN RIVER COUNTY,FLOIDAPLAT BOO 8 P GE 45-45J,PUBLIC RECORDS NO. A PORTION OF SECTION 18,TOWNSHIP 31 SOUTH,RANGE 39 EASTJNDIAN RIVER COUNTY,FLORIDA. CERTIFICATE OF APPROVAL AND ACCEPTANCE OF CITY COUN..;K STATE OF FLORIDA COUNTY OF INDIAN RIVER CERTIFICATE OF TITLE CITY OF SEBASTIAN COLLIER CREEK ESTATES,PHASE TWO CERTIFICATE OF DEDICATION STATE OF FLORIDA STATE OF FLORIDA COUNTY OF INDIAN RIVER A PORTION OF SEBASTIAN HIGHLANDS, UNIT 16, AS RECORDED IN PLAT INDIAN RIVER COUNTY - Prof'essron.[ BOOK 8, PAGE 45-45J, PUBLIC RECORDS OF INDIAN RIVER COUNTY, CITY OF SEBASTIAN � TI3Is IS TO CERTIFY THAT ON it THE CITY COUNCIL, WE.et�� s.-�/,a.riyc?,'hc_ A TITLE INSURANCE COMPANY FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CITY OF SEBASTIAN, INDIAN RIVER C TY, FLORIDA APPROVED DULY LICENSED IN THE STATE OF FLORIDA DOES HEREBY CERTIFY BEGINNING AT THE SOUTHWEST CORNER OF TRACT A, OF COLIJE'R CREEK KNOW ALL MEN BY TIIESE PRESENTS THAT THE UNDERSIGNED THE FOREGOING PLAT, AND ACCEPTED DEDICATIONS Tl�:itEIN. THAT WE HAVE EXAMINED THE TITLE TO THE BE, DESCRIBED ESTATES, PHASE ONE, A SUBDIVISION AS RECORDED IN PLAT HOOK 15, BEING THE OWNER IN FEE SIMPLE OF THE LANDS DESCRIBED - PROPERTY, THAT WE FIND THE TITLE TO THE PROPERTY IS VESTED PAGE 11 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, T ' I�REO:� DOES HEREBY DEDICATE AS FOLLOWS: IN ADAMS AND ASSOCIATES DEVELOPERS, INC. WITH NO RUN NORTH 90 0000 EAST, 753.33 FEET; THENCE SOITITI 44 00 37 EAST, ;'� " ED. THAT ALL TAXES HAVE BEEN PAID ON 6.61 FEET; THENCE NORTH 45 35' 29" EAST, 182.24 FEET ; TINCE NORTH 45 CURVE DATA TABLE MAYOR CITY ENGINE MORTGAGE. RECORD 1. UTILITY EASEMENTS: ' „ $0.00 FEET; -IENCE SOUTH 45" 00' 00" EAST fi3.04 FEET; SAID PROPERTY AS REQUIRED BY SECTION 197.192 FLORIDA 00 00 EAST, ET, TI UTILITY EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN _ ., -, , " Curve Radius Arc Delta 1,' • �� ~ y • • � � ��4. AS AMENDED. ALSO THERE ARE NO LIENS OR THENCE NORTH 450 37' 55" EAST„ 160.03 I'EI';'I';TIIENC E' SOUTH 45` 00 00 PERPETUITTY TO TIIE CITY OF SEBASTIAN FLORIDA, FOR STATUTES, <% , „ ; G1 290 70.33 % 13.53 43" T TO TITF, G2 76.09 15.02'02' ' ; ; ��f, r ENCUMBRANCES. EAST, 154.72 FEET; THENCE NORTH 189 55 54 EAST, 79.86 FI L 290 CONSTRUCTION, INSTALLATION, MAIN'TLNANCL AND EAST LINE OF AFOREMENTIONED SEBASTIAN HIGHLANDS, UNIT 16; C--3 225 81 16•oao0" ES CLERK CITY A :. 4 `• r'` Ga 25 ss.27 so•oo' oo" OPERATION OF UTILITIES BY ANY PROVIDER, INCLUDING F - �,.; •. � �✓ THENCE SOUTH 00 04 06 EAST, ALONG SAID EAST LINE,, 721.89 FEET, G5 210 164.68 44.55' 54" CABLE TELEVISION SERVICES, IN COMPLIANCE WITH SUCH (ATTEST TO MAYORS SIGNATURE) APPROVED �4Si. I �� , ,} � , , G6 25 39.27 90' 00' 00" SIGNATURE OF TITLE OFFICER THENCE SOUTH 89 55 54 WEST, 477.26 FEET; TO A POINT OF CURVATURE G;• 440 11.81 01' 32' 15" ORDINANCES AND REGULATIONS AS MAY BE ADOPTED FROM • ' OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 370.00 FEES'' 1 � G8 440 122.41 15.56' 23" • J � +'� ,.`,i � � r - > TIME TO TIME BY THE CITY COUNCIL, CITY OF SEBASTIAN, � � � 8 •',, THENCE RUN WESTERLY 128.21 FEET ALONG THE ARC OF SAID CURVE G9 25 38.23 87.3T25" G10 170 59.11 19'55' 19" INDIAN RIVER COUNTY, FLORIDA. APPROVED DRIVEWAYS THROUGH A CENTRAL ANGLE OF 19" 51' 13 THENCE SOU'fII 7U" 04 41 MAY CROSS THESE EASEMENTS WHERE THEY ABUT ROAD CERTIFICATE OF CLERK CERTIFICATION OF TITLE NOTARIZATION G11 2s 156.5 42'S0' 00" WEST, 228.02 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE' G13 50 7.54 64.44' 32" RIGHT-OF-WAYS. STATE OF FLORIDA N Y STATE OF FLORIDA - V PUS OF 540.00 FEET TI-11sNCE RUN WESTERLY c•13 50 43.99 43•01' 18" xl , COUNTY OF INDIAN RIVER NORTHERLY,- HAVING A RAID G14 so 43.99 so-za' 38" COUNTY OF INDIAN RIVER 187.76 FEET ALONG THE ARC OF SAID CURVE', THROUGH A CENTRAL G15 50 71.93 8225'22" 2. DRAINAGE AND MAINTENANCE EASEMENTS: v G16 50 21.88 64.44' 32" NT WAS SWORN TO SUBSCRIBED AND ANGLE OF 19 55' 19" THENCE SOUTH 00° 00° 00 WEST 161.81 FEET TO A THE FOREGOING INSTT2UME - Gn 25 18.ss a2•so'oo" DRAINAGE pND MAINTENANCE EASEMENTS AS SHOWN ARE I, �REBY CERTIFY THAT I HAVE EXAMINED THE FOREGO G a;UA4`T fu BEFORE ME THIS DAY OF POINT OF CURVATURE OF A CURVE CONCAVE NORTI�sRLY, IIAVING A G18 23o s4.72 1s•o�'2s" HEREBY DEDICATED IN PERPETUITY TO THE COLLIER CREEK AND FIND THAT IT COMPLIES IN FORM WITH ACKNOWLEDGED B G19 25 39.27 90' w 00r RS ASSOCIATION INC. FOR REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, A ; r'VA� . 0 7,' 1998, BY IS PERSONALLY RADIUS OF 390 FEET; THENCE RUN NORTHWESTERLY 256.32 , THROUGH A G20 460 159.94 19.55' 19" ESTATES HOMEOWNERS - CENTRAL ANGLE OF 370-39' 24"; THENCE NORTH 500 15' 22" WEST, 100.00 G21 25 39.27 90*w00• FILED FOR RECORD ON M9 i147f . KNOWN ME OR HAS PRODUCED AS z s X G22 25 ta.ss 42•so' oo" CONSTRUCTION AND MAINTENANCI'. OF DRAINAGE Al� AT VERO.•�' BEACI' IDENTIFICATION. FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE G23 50 37.38 42-50'00" FACILITIES. FLORIDA. FILE NO. ® •Z�,ERK FOR THE CIRCUI C ART NORTHWESTERLY HAVING A RADIUS OF 350.00 FEET; THENCE RUN G24 50 41.37 47.24' 10" IN AND R INDI COUNTY, FLORIDA. G25 50 44.13 50'33 59" �' NORTHEASTERLY 80.28 FEET ALONG THE 'ARC OF SAID CURVE, THROUGH BY: G26 50 37.45 42'54' 57" 3. STREET RIGHT OF WAYS: - -• v , . c _,. SIGNAT'LJItE A CENTRAL ANGLE OF 13 08' 32" ; TI-IENCI SOUTH 50 15' 22' EAST, 102.08 G27 so 34.13 39.06'5s" STREET RIGHT OF WAYS AS SHOWN ARE HEREBY DEDICATED �' Lam% K AR' �"'rj/� :.. /� C 50 37.38 42° 50' 00" �i " `v' �/ /� Kf M FELT TO A POINT OF CURVATUR? oI A CURVE C'oNCAVF, IN PERPETUITY TO THE CITY OF SEBASTIAN, FLORIDA FOR '= %%7�'fJ/G�-- - ---- G29 25 18.69 42'S0'00" G' y , - NORTHWESTERLY HAVING A RADIUS- 01" 450.00 FEET; THENCE RUN • PRiNT�D NAME c3o 25 37.29 so•oa oo" USE OF THE .PUBLIC AND FOR CONSTRUCTION AND NOTICE: '� •'•-; •� ` .. NORTHEASITRLY 232.15 FEET ALONG THE ARC OF SAID CURVE, THROUGH o•31 310 207.84 38.24' 53" MAINTENANCE OF THE STREETS. ... , „ � t „ G32 450 1146.74 14'S1' S0• • � ... � • ' - y, A CENTRAL ANGLE OF 29P 33 29 ; THENCE NORTH 00 00 00 EAST, 346.13 G33 450 146.74 14'51' 12• 1. THIS PLAT IS A RERPLAT OF PORTIONS OF SEBASTIA X j ' FEET TOME POINT OF BEGINNING. G34 450 10.57 01.29 47" IN WITNESS WHEREOF, THE UNDERSIGNED HAROLD D. ADAMS AS HIGHLANDS UNIT 16. PRESIDENT HEREUNTO SET HIS HAND ON THIS a21 DAY OF `�!% , 1998 2. o - DENOTES PERMANENT REFERENCE MONUMENTS SET. 3. ° - DENOTES PERMANENT CONTROL POINT SET. o r Sip. ADAMS AND ASSOCIATES DEVELOPERS, t\� 4. DECLARATION OF COVENANTS, CONDITIONS, Al` . a INC., A RPORATION r ti S.45'00'00'E.-63.04' .� °off, RESTRICTIONS AFFECTING THE USE OF THE PROPERT . h • BY SHOWN ON THIS PLAT ARE FILED IN OFI ICIAL RECORD BOOK, �0• � ah .,�?• arold .Adams, President ASS: 1I71, PAGE 307. FIRST' AMENDMENT' TO DECLARATION O o s 10 1 79.86' COVENANTS, CONDITIONS AND RESTRICTIONS AP>J SCALE: 1`=1 O� \"S•� �,55 .89 555A.ANNEXATIONS OF 'HASE TWO ARE FILED IN OFFICIAL 00 COLLIER CREEK ESTATES,PHASE ONE o �. po G �3P� �, z : RECORDS BOOK ( 3 5 ,�o jo �p o. j ,53 w c .Z PAGE 3 PLAT BOOK 15 PAGE 11 N LU 0 50 100 200 300 S.W. CORNER OF TRACT A ' •� r'D• a`0� I o 5. TIIERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NC f 20' DRAINAGE & MAINTENANCE EASEMENT �� a 29 w REFERENCED ON THIS PLAT THAT MAY BE FOUND IN TLE P.O.B. S.44'00'37"E.-6.61' Jo �'r, .� 206 w PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA.. N.00.00'00•E. 753.33' 14 10, z • 151.13' ? �� N I z ACKNOWLEDGEMENT OF DEDICATION i 82.73 201.37 202.21 cr 6. NO BUILDINGS OR ANY KIND OF CONSTRUCTION OR TREE S ��' �' y z STATE OF FLORIDA - - a, . - - --- I - -- - - a�, .�' �, �r �� � w OR SHRUBS SHALL BE PLACED ON EASEMENTS. 7.7t' I .,o �• nw 12 ° 1-- COUNTY OF INDIAN RIVER w I ti �,� I w� rn Q CITY OF SEBASTIAN >- ''y. 1 ��. I ' 01 b `1' v, co 7. ALL LOTS INCLUDING CUL-DE-SAC LOTS, HAVE 80' FRONTAC; E w S �L 1 4, h �-, 15 7r I °� S RIBED AND AT THE 25' FRONT SETBACK. 0 Q� ,�, 6 5 i '1 5 4 0 w �o. I ,� I - w THE FOREGOING INSTRUMENT WAS S-TO, SUB o ��.� O .y�� S.89.55'S4"w. t 87.06' Q ACKNOWLEDGED BEFORE ME TIES DAY OF --- '�• •N 00 r z W 1998 BY HAROLD D. ADAMS, AS PRESIDENT OF ADAM AND 8. THERE IS A 10' UTILITY EASEMENT ON THE F�20NT OF AI_;- U o "�S • o� M w O•�L _ z. 6' 2 2 �' I. .01 I g-� W ¢ M N `�a w p^�'' 2.`� o I c o E" ASSOCIATES DEVELOPERS, INC., A FLORIDA CORPORATION, ON LOTS. ep �' co y c 13 F- HE IS PERSONALLY KNOWN TO ME, m W Q Q N 7 G26 '' C2S 4 w O- G� A c' ► y N N BEHALF OF THE CORPORATION, , I s z _•�- z CO)M C27 C24 U 6 c & w 11;j Q N w z C12 T c� m M w ^ Ci. _! -- CERTIFICATE OF SURVEYOR (fj Q •ty o N.00'00'00'E.. 160.E ° 0'00 E. 139.3 o - z C15 ° .i cwn Y co U w SIGNA'I'URI? w e I w .00 00'00'E. 154.' Q U i of Z c,.� STATE OF FLORIDA O C7 o C28 C23 I 3 C16 w S.89 55'S4'W. o co x�r Z I- fAL �//COUNTY OF INDIAN RIVER Q 22 w z U o w w �I 222.00' W 3 c m o /`!7 - _ T-- m z o ZN C29 C a C17 b c11 z 03 W� 0 14 Q z v oL 165.54' c0 In Q 17C o c N o PRINT NAME KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNE 0 O Q o _ oCD i .e o o' z c H e I" NOTARY PUBLIC STATE OF FLORIDA a. O = 0 8 c 3 :' J 'u;`°n 2 c 17 ocn BEING A LICENSED AND REGISTERED LAND SURVEYOR, DOT: s N y N o a m © z �- HEREBY CERTIFY THAT ON M aY 3 ,199 a COMPLETED THE ® ''' o O i z 1 - o o 6 i ¢ Z S.89.55'54'W. 187.06' o DR ' SURVEY OF THE LANDS AS SHOWN IN THE FOREGOING PLAT THAT O m 34 ]C 180.00' c m Z� % N 0 0 g Q DEt MaVr£ o FM. Q ! o �l 1u 4t 2 GXENS Q AVM ` RK.NARO R OULF 62 CO OS.88.39'13' Q,� rY r, U • W' I > < < i� 0 MARY LOU LTo.12 THE PLAT IS A TRUE AND CORRECT REPRESENTATION OF TH'7 F- Jcr N.90 00'00 E. 159.3 r Q 0.00.00'00-E. 172.29- w S.89.55'54'W. 222.00' 5 stz exown R In 3 LANDS SURVEYED; THAT THE SURVEY WAS MADE UNDER M�' NMI Q tZ _ I - ocli Q co cr W DIRECTION AND SUPERVISION• THAT THE SURVEY DATA COMPLIE.> 9 w 90•0o'oo•E. 172.72' m'rc M - r 15 I� I. 2 �P ERAS IAN, IO _ t N i- W a ¢ 18 0 y � WITH ALL THE REQUIREMENTS OF CHAPTER 177, FLORID, o '' 2 cr-< poy 1 E I o o.�. f� STATUTES; AND THAT THE LAND IS LOCATED IN INDIAN RIVER N Q o Q 1Nw Q W s.� . S� s .� c ( m \ <Y o o a o'.. > So�TN , THAT THE PLAT COMPLIES WITH CITY OF COUNTY FLORIDA N RZ, �.W 2 Q c C18 °� N 185.20' C6 C4 162.06' / �/ v. i SEBASTIAN LAND DEVELOPMENT CODE AND THAT THIE C3,CAVIS � _ t? p ,'�, G9 C$ K= . 5 PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTRGi� tb ti s 7 h z . I 8 ,C7 sceAsmAtl •i "4��h Sp p2p �o W N.90 00'00 E: 173.38 �` - cr-- PRTp. `� �-A MS,IN POINTS HAVE BEEN SET. S. J+tT PRTP. ;7• ; \ iAR MS,iNt. S Q� c �' i�`rc 1. 'As ; �. R.A15�Q S.89'55'54'W. 250.20' S.89.55'54"W. 227.06' �,. „ ,° j3 • F 10 c 1 �wy'r�, �g fit, 5 -6s A 142•07 y� > ; o ro • LY. 1 �� • o IF SEACRA t. V ,� , o °' 2 ad �370 p0 S.89 55'54'W. 477.26' - J S A. FOWLER, P.S.M. Spy Q C21 �0.a ��� R ffi123 2�� " ISTRATION NO. 3435 C30 C20 �� A o 1 13 rER ` ocaeN �11 00 `'2• `7S0 2t .58 30.23' A. `�j, S a p2 D.19 5 :•' r ti STATE OF FLORIDA Oo, Lfi �O. 9• �G` 17 0 `,M� • " •� 22 a C E��f£R D� A,23 o0A Al i 'p„z clq `� a .✓ ', �3l•' 0.35' 76.58' 85.23' R=5p0 - T3.27 �0 �s �+.� ` rrswN / u, R�39© 4233i S.90`00'�?0`W. - ° A,1 ram. T < 7f %i PREPARED ON:- Ma`/ 15,199,5 41 INSTRUMENT PREPARED BY: q, =37'9. R_540.0 SEBASTIAN HIGHLANDS UNIT 16 JiT,�..' DAMES A. FOWLER, P.S.M. �58.32. 24 S.00.00'00'W. 161.81' A=187.76' LOCATION MAP •55.19• `, r ," _ 4 929 7TH AVE. D-19 PLAT BOOK 8, PAG E 45 NO TRUE SCALE �� �' ; �- , r-x . �. o , ,o VERO BEACH, FLORIDA 32960 r_ LEGEND �22 = EXISTING GROUND CONTOUR SWALES i = PROPOSED ELEVATION 8-9 = CULVERT W\MITERED END SECTIONS = CONTROL STRUCTURE WETLAND IMPACTS = PRESERVED WETLANDS g = LOT NUMBER 0 = 89°21'03" R = 225.00' T = 222.47' CONCRETE HEADWAI 0 60LF-24" RCP ® 57. EAST INV.=15.00 WEST INV.=14.70 i i I MATCH EXISTING A PAVEMENT I I i ----------------------- WIMBROW DRIVE -_ _ � W-L SEBASTIAN HIGHLANDS UNIT 14 EXISTING 32LF 46"X68" CMPA KEY MAP CULVERT TO BE REMOVED WINV = 14.14 EINV = 13.67 NORTH LINE SEC. 18-31-38 MATCH LINE SEE SHEET 8 30" STOP SIGN R1-1 24" WHITE STOP BAR (TYPICAL) CONSTRUCT 48 LF 14"x23" ERCP PER FDOT INDEX NO.205 W/ MES IN EXISTING SWALE E. INV.=18.60 -- �V. INV.=18.50--------- REGRADE EXIST. SWALE TO 80 ROW - MATCH INVERTS ------------ (TYP. EACH SIDE) SEBASTIAN HIGHLANDS UNIT 15 CONSTRUCT 40LF 60" RCP W\CONC HEADWALLS E INV = 13.00 W INV = 13.50 TIE TO EXISTING EXISTING DITCH y t. 201 ' GRAPHIC SCALE ( IN FEET ) I inch = 60 ft CONSTRUCT REAR YARD SWALE TO D IN TO WETLAND TYPICAL WHERE SHOWN) UNPLATTED RANUALL LEE h&X%Y/ FL PE #22326 cD rn rn LLJ z rn U U .- 0 U Z e w W O m W N � Q) h ® w Z Q G ID ® z Q Nw z s a O n O om =a LL z Q � a m O 2 W uj CC � w/ V� Q 0 0 O U W J LL- Q cn cn Q W L r�/ m W � J r�) ULL- W O J ® U SHEET 7 OF 13 96-166 3-A_ b