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HomeMy WebLinkAbout2008 - Phase 2 Final Plat Bookk� . LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION: RS-20 SOUTHMOON UNDER SID a i RS-10 01- PS MDR y� i U�¢ III SEBAS AN HIGHLAND �UNIT16 = RS-10 Cn 3 UBJECT SITE PART OF 18-31--39 LEGEND PS PUBLIC SERVICE RS-10 RESIDENTIAL SINGLE FAMILY 10, 000SF L-2 6 UNITS PER ACRE (PHASE 2 DESCRIPTION) BEING A PORTION OF THE NORTHEAST 1 /4 OF SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST 1 /4 OF SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, THE SAME BEING THE SOUTHWEST CORNER OF SOUTH MOON UNDER SUBDIVISION AS RECORDED IN PLAT BOOK 11, PAGE 52, PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA; THENCE RUN SOUTH 00`OB'52" WEST ALONG THE WEST LINE OF SAID NORTHEAST 1 /4 OF SAID SECTION 18 A DISTANCE OF 1326.73 FEET TO A POINT OF INTERSECTION WITH THE NORTH BOUNDARY LINE OF LAUREL RESERVE PHASE 1 P.U.D., AS RECORDED IN PLAT BOOK 17, PAGE 45, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE DEPARTING SAID WEST LINE RUN ALONG THE SAID NORTH BOUNDARY LINE OF LAUREL RESERVE PHASE 1 P.U.D. THE FOLLOWING: SOUTH 89' 10'48" EAST A DISTANCE OF 324.37 FEET; THENCE RUN NORTH 46'54' 17" EAST A DISTANCE OF 452.67 FEET; THENCE RUN NORTH 85' 14'32" EAST A DISTANCE OF 24.10 FEET; THENCE RUN SOUTH 47' 14'55" EAST A DISTANCE OF 443.79 FEET; THENCE RUN NORTH 88'48'24" EAST A DISTANCE OF 235.55 FEET TO A POINT OF CURVATURE OF A NON -TANGENT CURVE TO THE LEFT; THENCE RUN 40.19 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 46'03'20", AND A CHORD OF 39.12 FEET WHICH BEARS NORTH 21'50'04" EAST; THENCE RUN NORTH 42'45'05" EAST A DISTANCE OF 50.00 FEET; THENCE RUN SOUTH 47' 14'55" EAST A DISTANCE OF 54.83 FEET TO THE EAST LINE OF THE WEST 1 /2 OF AFORESAID SECTION 18; THENCE RUN NORTH 00'09'39" EAST ALONG SAID EAST LINE A DISTANCE OF 1291.27 FEET TO THE NORTH LINE OF AFORE SAID SECTION 18; THENCE RUN SOUTH 89'32'31 " WEST ALONG SAID NORTH LINE A DISTANCE OF 1329.27 FEET TO THE POINT OF BEGINNING, SAID LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA AND CONTAINING 38.02 ACRES, MORE OR LESS. CERTIFICATE OF TITLE STATE OF FLORIDA COUNTY OF INDIAN RIVER 1, BRUCE BARKETT OF COLLINS, BROWN, CALDWELL, BARKETT & GARAVAGLIA CHARTERED, LICENSED IN THE STATE OF FLORIDA, AS OF THIS 1jLDAY _ .t-s",., DO HEREBY CERTIFY THAT I HAVE EXAMINED T TITLE TO THE HEREON DESCRIBED PROPERTY, THAT WE FIND THE TITLE TO THE PROPERTY IS VESTED IN LAUREL HOMES, INC. A FLORIDA CORPORATION WITH A MORTGAGE IN FAVOR OF NATIONAL CITY BANK AS SUCCESSOR OF HARBOR FEDERAL SAVINGS BANK, RECORDED IN OFFICIAL RECORD BOOK 1474, AT PAGE 2423 AS MODIFIED IN OFFICIAL RECORD BOOK 1579, PAGE 2296, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. ALL TAXES HAVE BEEN PAID ON SAID PROPERTY AS REQUIRED BY SECTION 197.192, FLORIDA STATUTES, AS AMENDED. ALSO, THERE ARE N OTHER LIENS OR ENCUMBRANCES EXCEPT AS PROVIDED ON THIS PLAT. BRUCE BARKETT, ATTORNEY AT LAW Serving Florida Since 1911 CERTIFICATE OF DEDICATION STATE OF FLORIDA COUNTY OF INDIAN RIVER CITY OF SEBASTIAN LAUREL RESERVE PHASE 2 A P.U.D. AND PART OF THE WEST 1/2 OF THE NORTHEAST 1/4, SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, CITY OF SEBASTIAN, FLORIDA KNOW ALL MEN BY THESE PRESENTS, THAT LAUREL HOMES, INC., A FLORIDA CORPORATION, FEE SIMPLE OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN, AS LAUREL RESERVE, PHASE 2, BEING IN INDIAN RIVER COUNTY, CITY OF SEBASTIAN, FLORIDA, HAS CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND DOES HEREBY DEDICATE AS FOLLOWS 1. THE UTILITY EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN PERPETUITY TO THE LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS FOR CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF UTILITIES BY ANY PROVIDER INCLUDING CABLE TELEVISION SERVICES, PROVIDED HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. SUCH CONSTRUCTION, MAINTENANCE AND OPERATION BY A CABLE TELEVISION COMPANY SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION, DRIVEWAYS AND SIDEWALKS MAY CROSS THE UTILITY EASEMENT WHERE THEY ABUT A ROAD RIGHT-OF-WAY. FRONT YARD UTILITY EASEMENTS ARE SUBJECT TO THE RIGHT OF EACH LOT TO HAVE A DRIVEWAY FOR INGRESS/EGRESS AS APPROVED BY THE CITY OF SEBASTIAN. 2. THE DRAINAGE EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN PERPETUITY TO THE LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS FOR CONSTRUCTION, OPERATION, AND MAINTENANCE OF THE DRAINAGE FACILITIES AS A PART OF THE STORM - WATER MANAGEMENT SYSTEM AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION. FRONT YARD DRAINAGE EASEMENTS ARE SUBJECT TO THE RIGHT OF EACH LOT TO HAVE A DRIVEWAY FOR INGRESS/EGRESS AS APPROVED BY THE CITY OF SEBASTIAN. 3. THE STORMWATER MANAGEMENT TRACTS 6, 7, 8, 10 AND DRAINAGE EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN PERPETUITY TO THE LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID ASSOCIATION. THE STORMWATER MANAGEMENT SYSTEM IS SPECIFICALLY PROVIDED FOR IN THE DECLARATION OF CONDITIONS, COVENANTS, EASEMENTS AND RESTRICTIONS FOR LAUREL RESERVE. THE CITY OF SEBASTIAN IS GRANTED THE RIGHT, BUT NOT THE OBLIGATION, TO PERFORM EMERGENCY MAINTENANCE ON THE TRACTS, AND IS DESIGNATED A THIRD PARTY BENIFICIARY FOR THE ENFORCEMENT OF THESE MAINTENANCE REQUIREMENTS. 4. ALL STREETS AND RIGHTS OF WAY SHOWN ON THIS PLAT ARE HEREBY DECLARED TO BE AND SHALL REMAIN PRIVATE. THEY ARE DEDICATED TO AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS FOR THE USE AND BENEFIT OF THE OWNERS AND RESIDENTS OF THIS SUBDIVISION, ALL PUBLIC AUTHORITIES, INCLUDING BUT NOT LIMITED TO POLICE, FIRE, AMBULANCE, AND UTILITY PROVIDERS SHALL HAVE THE RIGHT TO USE THE STREET IN THE COURSE OF PERFORMING THEIR RESPECTIVE DUTIES. THE CITY COUNCIL OF SEBASTIAN, FLORIDA, SHALL HAVE NO RESPONSIBILITY, DUTY OR LIABILITY WHATSOEVER REGARDING SUCH STREETS. 5. THE COMMON AREAS AS SHOWN (TRACT "A", COMMON AREA "E", COMMON AREA "F", COMMON AREA "G" AND COMMON AREA "H") ARE HEREBY DEDICATED IN PERPETUITY TO AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS. 6. THE LANDSCAPE EASEMENTS AND IRRIGATION EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN PERPETUITY TO AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS. IN WITNESS WHEREOF THE ABOVE NAMED CORPORATION HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS VICE PRESIDENT AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS THIS 61�_ DAY, OFjti►art____, R_EL HO LORIDA CORPORA TION BY: _ ._ __________ BDN B. ONON, VICE PRESIDENT WITNESS: WITNES PRINT NAME: ,�- S adwvv c _ PRINT NAME: rI e+(^'",,,, ACKNOWLEDGMENT STATE OF FLORIDA��+ COUNTY OF INDIAN RIVER THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS __E:Lb___ DAY OF aXuJU C _ ___, �_9L, BY DEEELLEN B. ROBINSON, VICE PRESIDENT OFUREL HOMES, INC., A FL RID ON BEHALF OF THE CORPORATION. SHE IS PERS'NAL KNOWN TO M OR HAS PRODUCED ----------------- IDENTIFICI BY - PR NAME:_ _ .,_______________ NOTARY PUBLIC Y MY COMMISSION EXPIRESt�Q'�. 2�►IZ MORTGAGEE'S CONSENT STATE OF FLORIDA COUNTY OF INDIAN RIVER THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF THE MORTGAGES UPON THE PROPERTY DESCRIBED HEREON AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION OF THE LAND DESCRIBED IN SAID DEDICATION BY THE OWNER THEREOF AND AGREES THAT ITS MORTGAGE WHICH IS RECORDED IN OFFICIAL RECORDS BOOK 1474 AT PAGE 2423 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA SHALL BE SUBORDINATED TO THE DEDICATION SHOWN HEREON. IN WITNESS WHEREOF, THE SAID CORPORATION HAS CAUSED THESE PRESENTS TO BE SIGNED BY ITS VICE PRESIDENT AND ITS CORPORATE SEAL TO BE AFFIXED HEREON BY AND WITH THE UTHORITY OF ITS BOARD OF DIRECTORS THIS -2? _ DAY OFxi+r . NATIONAL CITY BANK AS SUCCESSOR OF HARBOR FEDERAL SAVPGS BANK w ESS iCAW14" • 9,1s l .. ACKNOWLEDGMENT STATE OF FLORIDA COUNTY OF INDIAN RIVER THE FOREGOING INSTR,�MENT WAS ACKNOWLEDGED BEFORE ME THIS _7.Cvi DAY OF_;�14-nV_ar _ =9L, KIM BELARDINELLI, VICE PRESIDENT, NATIONAL C14 BANK ON BEHALF OF THE CORPORATION. SHE IS PERSONALLY KNOWN TO ME OR HAS PRODUCED_ 6P k-&AIA9 IDENTIFICATION. BY: PRIkfNAME: C CJ►,i[Y ,-f + ,w.d*, ANWON NOTARY PUBLIC n -p MY MMT ION EXPIRES # _LV5�P_ �1ne 4 �,2012' No. � CERTIFICATE OF APPROVAL AND ACCEPTANCE OF CITY COUNCIL STATE OF FLORIDA COUNTY OF INDIAN RIVER CITY OF SEBASTIAN THIS IS TO CERTIFY THAT ON pcce_rn_ bar Io__, Z40t, THE CITY COUNCIL OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA APPROVED THE FOREGOING LAT. r'"' RICHAR H. GILLMOR, MAYOR DA 1D Fl HER, CITY ENGINEER SALLY M64, MMC, CITY CLERK ROBERT A. GINSBURG, (ATTEST TO MAYOR SIGNATURE) INTERIM CITY ATTORNEY APPROVED AS TO LEGAL FORM AND CONTENT CERTIFICATION OF THE CLERK OF THE CIRCUIT COURT STATE OF: FLORIDA COUNTY OF: INDIAN RIVER I, CLERK OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY, FLORIDA, DO HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT OF LAUREL RESERVE PHASE 2, AND THAT IT COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177 OF THE LAWS OF FLORIDA. THIS PLAT FILED FOR RECORD THIS ___Vj_____ DAY OF ZOOM, AND RECORDED ON PAGE$A°1--S!LOF PLAT BOOK _Z _____ IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY, FLORIDA. BY: __-_ ____ DEPUTY C ERK F THFIC-4W61T COURT OF INDIAN RIVER COUNTY. a E T F RE Y Y% MART© N, Cr►1,.M K „� � . NATI NAL CITY BANK C r r.,Y„ BA 5 7` 1 A N SE..A L 1971800 RECORDED IN PUBLIC RECORDS INDIAN RIVER CNTY FL BK: 24 PG:49, 01 /29/2009 sit 11:41 AM, JEFFREY K BARTON, CLERK OF COURTS CERTIFICATE OF CITY SURVEYOR STATE OF FLORIDA COUNTY OF INDIAN RIVER CITY OF SEBASTIAN THIS PLAT OF LAUREL RESERVE PHASE 2, A SUBDIVISION, HAS BEEN REVIEWED BY THE UNDERSIGNED PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY THE CITY OF SEBASTIAN WHO HER Y CERTIFIES THAT THIS PLAT CONFOR TO THE REQUIREMENTS OF CHAPTER 17 FLO D STATUTES. DA IAYLOR, P. M. #5243 SIGNATURE DATE: -� GENERAL NOTES: .....,, 1. HORIZONTAL COORDINATE VALUES AND THE BEARINGS SHOWN HEREON BASED UPON THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 199 (NAD 83190) AND PROJECTED IN THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (901). DIMENSIONS ARE DISPLAYED IN U.S. SURVEY FEET. 2. THE PERMANENT REFERENCE MONUMENTS WERE SET ON NOVEMBER 18, 2005. 3. Q P.C.P. = PERMANENT CONTROL POINT, SET "P-K" NAILITAB STAMPED "CARTER ASSOC. L.B. 205 " 0 P.R.M. = PERMANENT REFERENCE MONUMENT 4 "X4" CONCRETE MONUMENT WITH 2" DIA. ALUMINUM DISK STAMPED "CARTER ASSOC. PRM LB 205". UNLESS OTHERWISE NOTED. 4. PLAT BENCHMARK = TOP OF 4"x 4% 24" CONCRETE MONUMENT STAMPED P.R.M. CARTER ASSOC. LB205" AT NORTH R.O.W. OF LAUREL RESERVE DRIVE AND THE EAST BOUNDARY LINE OF LAUREL RESERVE PHASE 1. ELEV. 24.69 N.G.V.D. 1929 CPS VERTICAL CONTROL POINT NOTES: DESIGNATION - D 200 PID - AF3462 STATE/COUNTY - FL/INDIAN RIVER USGS QUAD - SEBASTIAN (1970) PUBLISHED ELEVATION - NAVD 88, 16.30 (FEET) PUBLISHED ELEVATION - NGVD 29, 17.74 (FEET) DESCRIPTION: BENCH MARK DISK SET IN TOP OF CONCRETE MONUMENT STAMPED "D 200 1960 " 5. THE BENCHMARKS ESTABLISHED HEREON WERE BASED ON A CLOSED LEVEL LOOP AND ARE DISPLAYED IN U.S. SURVEY FEET, REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929). (CAI F.B. 600, PG. 59 - 64, 2122102 - 2125102; SEE C.A.I. FB. 643, PG. 1) CERTIFICATE OF SURVEYOR STATE OF FLORIDA COUNTY OF INDIAN RIVER KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING A LICENSED AND REGISTERED LAND SURVEYOR, DOES HEREBY CERTIFY THAT ON NOVEMBER 17, 2005, HE COMPLETED THE SURVEY OF THE LANDS AS SHOWN IN THE FOREGOING PLAT; THAT SAID 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 177 FLORIDA STATUTES; AND THAT THE LAND IS LOCATED IN INDIAN RIVER COUNTY, FLORIDA; THAT THE PLAT COMPLIES WITH THE CITY OF SEBASTIAN LAND DEVELOPMENT CODE AND THAT THE PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS Heds,E-E€fV FRA K S. CU URESE, P.S.M. SIGNATURE DATE FLOR NSE No. 4765 CARTER ASSOCIATES, INC. LB 205 , W. 1708 21 ST STREET VERO BEACH, FLORIDA 32960'�`" NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL. DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY IN ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THIS INSTRUMENT WAS PREPARED BY: FRANK S. CUCCURESE DATE: NOVEMBER, 18 2005. CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21st STREET 772-562-4191 (PFJONE) VERO BEACH, FLORIDA 32960 772-562-7180 (F74X) i it c(AALnv wwu cr_ 0:�a SHEET 1 OF 6 a ��iO1Li:4 THIS PLAT AS RECORDED IN TTS GRAPHIC FORM. IS THE OFFICIAL DEPICTION OF THE SUSDMDED LANDS DESCRIBED HEREIN AND WU IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THE VERTICAL CONTROL (BENCH MARKS) USED IN THE GPS VERTICAL CONTROL POINT NOTES: PREPARATION OF THIS SURVEY WERE ESTABLISHED USING NATIONAL GEODETIC SURVEY (N.G.S.) PUBLISHED VERTICAL DESIGNATION - D 200 CONTROL POINTS REFERENCED TO THE NORTH AMERICAN PID - AF3462 VERTICAL DATUM OF 1988. STATE/COUNTY - FL/INDIAN RIVER USGS QUAD - SEBASTIAN (1970) PLAT BENCHMARK = TOP OF 4"x 4"x 24" CONCRETE PUBLISHED ELEVATION - NAVD 88, 16.30 (FEET) MONUMENT STAMPED P.R.M. CARTER ASSOC. LB205" AT PUBLISHED ELEVATION - NGVD 290 17.74 (FEET) NORTH R.O.W. OF LAUREL RESERVE DRIVE AND THE EAST DESCRIPTION: BENCH MARK DISK SET IN TOP OF BOUNDARY LINE OF LAUREL RESERVE PHASE 1. ELEV. 24.69 CONCRETE MONUMENT STAMPED "D 200 1960 " N . G. V. D . 1929 THE BENCHMARKS ESTABLISHED HEREON WERE BASED ON A CLOSED LEVEL LOOP AND ARE DISPLAYED IN U.S. SURVEY FEET, REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929). (CAI F.B. 600, PG. 59 - 64, 2122102 -- 2125102) N 1257657.43 VACANT UNPLAT• ED LAND P.R.M. E 828863.39 N 00'09'39" E 1291.27'(0) I r - - - ------------{a-0A'A '--J 1081.41'(D)] ! i I \\ S 00'0 " W 1081.41'(0) I I I \ r r EA T LINE OF THE W 1/ OF THE NE 1/4 OF I ! ! I \ r SEt TION 18-31-39 I I � / 40000� o© zic� w1Z-- h. W� w WIWNZ! cn c0r> 0-0 W! 'w w M Ij► , W �`°EEI r w D m Q a 'z �pz I I � LAUREL RESERVE PHAOSH 2 A P.U.D. AND PART OF THE WEST 1/2 OF THE NORTHEAST 114, SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, CITY OF SEBASTIAN, FLORIDA ISO GRID NORTH GRAPHIC SCALE ( IN r' ) 1 inch - 100 ft. PHASE P ASE 1 VACANT UNPLATTED LAND [S 00'01'38" E 1359.19'(D) 8.M. P•5 - S 00'09'39" W 1359.19' 0 2 \ \ \ ��� a\.R.M. me r N 1255006.978 P. E 828855.957 i0 ! Q I w I STORM WATER . o� / ,� ' o i�I c� in as \ \ //i `z \ \ 01 OCJ 1 i I I 1 �.• ,, r \ •r rn 0 -. a l �a O \\ o ) I I J J TR ACT \ \ � / rn l °Sri \ �pr).J /i V) I- \ \ a'a / +. / I I m °o z I ( I r � \ rr/r M \\\ / �� / 4il III H Ito 1\ 1I! 00 I �ao UIN v� o oc" 0crx� \ as �r- r \ �.J � \ o N b, / I \ co 0 I I / ►� / \: J P.R.M. e� r \ I / \ a�a Z of «� " I r cn r \ '\°'' ri ° I /f ,� \ \\ \ ° Q 0 0 0 I r _ ` ,'w's,- ► '�` o I I \ • hQ r r/ \ cc ,-.,, r / / as \ \\ �` N = m to I r \ r \ z l r Oy ON AREA F 't r \ / \ ! �. \ - w -1 1 OMMO AREA E ,N a� z � \ r Ll �� l 0 z c,� �. I I I COMMO AREA "G" `� % � _ n. z p I` a, NN 05 m 4) LAJ pe) z ( ^ J V � d' a r r i f r m C4 0o IAJ I I P.R.M. Ilk a a I Q 1, ¢ cv N 000 ¢ 117_ry I C`TnDkA%AlA TCD .�LWER F- m ►'7 v. ..•. m , x .. w.. ,.. TR AC_ ,1 O, — -- - -- — W N w d I TRACT 7 _— �- / P.R.M. '� w a p II © T o �- I a ti �- •Z I i NORTH LINE OF SE ON -31-39 ,� / w ��r w 0 �- ,� � ~ / a, ~ 0 V) WW to a_ Z o Wl I AND SOUTH LINE "SOUT OON / `�'` M o A -i m `� \) (/ a'"a w '� 04 Z t0 , J I " ) �• w a Z `. o I I UNDER SUBDIVIS N _ d• SA 'l0 � < m Q `/ - \ w m O I r• , � «, O , e c Z �� 0) m w V I 1 / fJ�. co O .�., ,,p -' °- c� 'y v !t �' '` ,,.'' \ a F to jL_�- o W I I�-- �C` 9,p w a / �` ♦ \ � w z N ,o 0 4) 1­ A, 04 - ::) Az' Lo G_It�O LAJ ol Al Q. I\�. / COMMON A A "H"-� { \ m:°�' rri/// cv O •t , O \ M I ! • w a N Z �c�rr _o \ cD r r aolO \ \ r z ! loll\ , ! N Jw \ / z 1 JY N a Er\\\ /// � i �\\ STORMWATER rr/ j �9� �1 w �Lu ► / ,�\\\ r/// ^ \ \'A� p1 = o TRACT $ o cr/% \ \ r / ``+ ��' NZ jx I --,j I w 1 - (�)I 00 NPOINT OFEBEoNNI F TI-E I I ( \\ r, \\ 0) r co o ¢� I I 1 n \ WEST LINE OF THE NE 1 /4 NE 1 /4 OF SECTIO 18-31-39 1 / N 00'00'00" 1081.41' D SECTION 1 E`-31-39 rr �.:J \\ ( )] & SW CORNER OF SOUTH i 1 � " \ \ MOON UNDER SUBD VISION" 0.01 % N 00 08 52 1081.41 (0) � - - - - - - - - - - - - - - - - - - - - - - - _ N 00 08'52" E 1326.85' \ jw N 1257646.80 S 00'08'52 W 132�.73 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _P.R.M. COLLIER CREEK DRAINAGE R-O-W ------____ ___________________- .�--_______...___-_- -- -- _ N 12-----08 --------_-_-_------___---_.._-_-_-__----.....---------------_-_- _ PHASE " a HA '' E-1 VACANT UNPLATTED LAND N 1254993.229 E 827530.74 E 827527.318 T.B.M. = P-K NAIL & BRASS DISK VACANT UNPLATTED LAND CARTER ASSOCIATES, INC. IN SOUTH FACE OF WOOD UTILITY POLE. STAMPED "TRAV. LB 205" (TBM #13) T.B.M. = P-K NAIL & BRASS DISK CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND MAPPERS ELEVATION: 26.94' (NGVD 1929) IN EAST FACE OF WOOD UTILITY POLE. THIS INSTRUMENT WAS PREPARED BY. FRANK S. CUCCURESE 1708 21 st. STREET STAMPED "TRAY. LB 205" (TBM #17) VERO BEACH FLORIDA 32960 DATE: NDVEMBER 18, 2005 ELEVATION: 23.68' (NGVD 1929) TEL.(772) 562-4191 SHEET 2 OF 6 EXISTING 10' DRAINAGE & UTILITY EASEMENT 20" UTILITY EASEMENT O.R. 1322, PG. 1214+) low TRACT )A' N 89''7 '?'33"E 661' .18' STORMWATER TRACT '7' {SHOWN ON THIS SHEET AND SHEET s cj - SHEET 6 OF 6 D 7 LAUREL RESERVE PHASE 2 A P.U.D. AND PART OF THE WEST 1/2 OF THE NORTHEAST 1/4, SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, CITY OF SEBASTIAN, FLORIDA CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING C1016 99.27 135.00 42'07'58" 97.05 N69'06'20"W C1018 136.22 125.00 62'26'14" 129.58 S89'49'41 "W C1019 27.03 47.00 32'56'44" 26.65 S75'25'34"E C1020 33.79 47.00 41 *11'47" 33.07 N67'30'11 "E C1021 61.81 225.00 15'4426" 61.62 S54'46'30"W C1022 0.14 175.00 0'02'48" 0.14 N62'37'19"E C1023 101.43 175.00 33.12'27" 100.01 N45'59'42"E C1024 14.72 175.00 4'49'05" 14.71 N26'58'56"E C1025 88.37 225.00 22.30'14" 87.81 S35'49'30"W C1026 61.14 225.00 15.34'06" 60.95 S54'51'40"W C1027 40.24 175.00 13'10'26" 40.15 N56'03'30"E C1028 7.84 175.00 2034100" 7.84 N48'11'17"E C1029 22.64 25.00 51'52'55" 21.87 N20'57'50"E C1030 51.42 56.00 52'36'48" 49.64 S21 #19'46"W C1031 87.25 56.00 89*16'07" 78.69 N87'43'46"W C1032 87.96 56.00 90'00'00" 79.20 N01'54'17"E C1033 50.71 56.00 51'52'55" 48.99 N72'50'45"E C1034 22.64 25.00 51'52'55" 21.87 S72'50'45"W C1035 7.84 225.00 1'59'46" 7.84 N47'54'10"E C1036 53.97 225.00 13'44'40" 53.85 N55'46'23"E C1037 47.40 175.00 15'31'09" 47.26 S54'53'09"W C1038 68.88 175.00 22*33'11" 68.44 S35'50'59"W C1039 34.54 225.00 8'47'44" 34.51 N28'58'16"E C1040 100.85 225.00 25'40'52" 100.01 N46'12'34"E C1041 14.12 225.00 3'35'44" 14.12 N60'50'51 "E C1042 48.08 175.00 15'4426" 47.93 S54'46'30"W C1043 33.79 47.00 41 #11'47" 33.07 S26'18'24"W C1044 89.49 135.00 37'5845" 87.86 N19'09'42"W C1045 89.49 135.00 37'58'45" 87.86 N18'49'04"E C1046 27.03 47.00 32'56'44" 26.65 S10'45'52"E C1047 118.09 125.00 54'07'49" 113.75 N00'1O'l9"W C1048 27.03 47.00 32'56'44" 26.65 S10`25'14"W C1049 33.79 47.00 41 *11'47" 33.07 S26'39'02"E C1050 72.82 325.00 12*50'19" 72.67 N40'49'46"W C1051 10.10 275.00 2*06'12" 10.09 S35'27'43"E C1175 61.62 275.00 12.50'19" 61.49 N40'49'46"W C1176 33.79 47.00 41 *11'47" 33.07 N67.50'49"W C1177 67.65 135.00 28'42'39" 66.94 N62'03'03"E C1178 33.19 25.00 76'03'21" 30.80 S38'22'42"W C1179 27.03 47.00 32'5644" 26.65 S75'04'56"W C1180 67.69 125.00 31'01'40" 66.87 N74'07'24"E C1232 149.83 100.00 85'50'47" 136.20 S89'49'41 "W C1233 54.94 200.00 15'4426" 54.77 S54'46'30"W C1234 132.90 200.00 38'04'20" 130.47 N43'36'33"E C1235 132.90 200.00 38004'20" 130.47 S43'36'33"W C1236 54.94 200.00 15'44'26" 54.77 N54'46'30"E C1237 164.33 100.00 94•09'13" 146.45 N00'10'19"W C1238 67.22 300.00 12-50-19" 67.08 N40'49'46"W C1242 149.83 100.00 85'50'47" 136.20 N89049'41 "E C1248 112.37 75.00 85•50'47" 102.15 S89'49'41 "W C1249 123.25 75.00 94*09'13" 109.84 N00'10'19"W C1250 112.37 75.00 85'50'47" 1 102.151 N89049'41 "E GRAPHIC SCALE m (IN FM) i inch - 50 ik LINE TABLE LINE LENGTH BEARING L4 17.33 N46'54'1711E L5 28.44 N46'54'17"E L6 28.44 N46'54'17"E L7 13.70 N46'54'17"E L28 17.90 N47'14'55"W L37 32.33 N47'14'55"W L38 80.71 N 46'54' 17"E L40 17.80 N47`14'55"W L49 50.13 N47'14'55"W L50 50.13 N 46'54' 17"E m WA SHEET LOCATION KEY mv m .A LEGEND L.E. = LANDSCAPE EASEMENT A.E. = ACCESS EASEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT I.E. = IRRIGATION EASEMENT E]P.R.M. = PERMANENT REFERENCE MONUMENT s P.C.P. = PERMANENT CONTROL POINT = LOT CORNER NOTICE• THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFF7C1AL DEPICTION OF THE SUSDMDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY IN ANY OTHER GRAPHIC OR DIGI iAL FORAM OF THE PLAT. THIS INSTRUMENT WAS PREPARED BY. FRANK S. CUCCURESE cn c"n DATE. NOVEMBER 18, 2005 W w CARTER ASSQCG4TES, INC. ` a CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND MAPPERS 1708 21 st. STREET VERO BEACH, FLORIDA 32960 TEL. (772) 562-4191 SHEET 3 OF 6 L A Q- f yi I 0 SOUTH El SCH E_R CIRCLE_ NG 10' DRAINAGE a EXIS- FILITY EASEMENT 6 WIDE R I W & L 668.18' C1232 t1 I r� 1465C1 18� �` `C1242 G or (6 J4 ..\\ .1xX Z E - SEE SHEET 5 OF 6 X m LAUREL RESERVE FPF4ASH Z A P.U.Q. AND PART OF THE WEST 1/2 OF THE NORTHEAST 1/4, SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, CITY OF SEBASTIAN, FLORIDA CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING C1003 22.64 25.00 51'5255" 21.87 N26'23'57"W C1004 55.68 56.00 56'58'24" 53.42 S23'51'12"E C1005 1 22.64 25.00 51 *52'55" 21.87 S21 *18'28"E C1006 12.65 225.00 3•13'20" 12.65 N45'38'15"W C1007 49.16 225.00 12.31'06" 49.06 N37'46'03"W C1008 52.21 175.00 17'05'39" 52.02 S40'03'19"E C1009 64.07 175.00 20'58'41 " 63.72 S59'05'29"E C1010 39.48 225.00 10°03'08" 39.42 N64'33'15"W C1011 100.85 225.00 25'40'50" 100.00 N46'41'16"W C1012 9.19 225.00 2'20'22" 9.19 N32'40'41 "W C1013 48.08 175.00 15'44'26" 47.93 S39'22'42"E C1014 33.79 47.00 41 *11'47" 33.07 S67'50'49"E C1015 99.27 135.00 42'07'58" 97.05 S68'45'42"W C1017 27.03 47.00 32'56'44" 26.65 N75'04'5601E C1018 136.22 125.00 62-26'14" 129.58 S89'49'41 "W C1178 33.19 25.00 76'03'21" 30.80 S38022'42"W C1179 27.03 47.00 32*56'44" 26.65 S75'04'56"W C1180 67.69 125.00 31 *01'40" 66.87 N74'07'24"E C1181 68.51 125.00 31024'45- 67.67 S74'39'29"E C1182 27.03 47.00 32'56'44" 26.65 N75'25'34"W C1183 33.69 25.00 76'51'04" 31.19 N38'15'01"W C1184 67.89 135.00 28'4843" 67.17 S62`24'42"E C1185 33.79 47.00 41 *11'47" 32.38 S66'59'33"W C1186 61.81 225.00 15'44'26" 61.62 N54'46'30"E C1187 0.77 175.00 0*15'06" 0.77 S62'31'10"W C1188 101.43 175.00 33*12'34" 100.02 S45'47'20"W C1205 100.85 225.00 25'40'55" 100.01 S46'03'07"W C1206 14.74 225.00 3'45'09" 14.73 S60046'09"W C1207 48.08 175.00 15'44'26" 47.93 N54446'30"E C1208 33.79 47.00 41'11'47" 33.07 N26'18'24"E C1209 89.49 135.00 37'58'45" 87.86 S19'09'42"E C1210 89.49 135.00 37'58'45" 87.86 S18'49'04"W C1211 27.03 47.00 32'5644" 26.65 N10'45'52"W C1212 118.09 125.00 54°07'49" 113.75 S00'10'19"E C1213 27.03 47.00 32'56'44" 26.65 N10025'14"E C1214 33.79 47.00 41 *11'47" 33.07 N26'39'02"W C1215 56.97 225.00 14'30'28" 56.82 S39'59'41 "E C1216 1 4.84 225.00 1 *13'58" 4.84 S32'07'28"E C1217 96.55 175.00 31 *3636" 95.33 N47'18'47"W C1218 19.74 175.00 6'27'44" 19.73 N66'20'57"W C1219 83.56 225.00 2116'44" 83.08 S58'56'27"E C1220 65.95 225.00 16'4736" 65.71 S39'54'17"E C1221 35.42 175.00 11'35'47" 35.36 N37'18'23"W C1222 12.66 175.00 4'08'39" 12.65 N45'10'36"W C1223 22.64 25.00 51'52'55" 21.87 N73'11'23"W C1224 147.15 56.00 150'33'16" 108.32 N23'51'12"W C1225 22.64 25.00 51'52'55" 21.87 N25'28'58"E C1228 54.94 200.00 15'44'26" 54.77 N39'2242"W C1229 132.90 200.00 38*04'20" 130.47 S50`32'39"E C1230 132.90 200.00 38'04'20" 130.47 N50'32'39"W C1231 54.94 200.00 15'44'26" 54.77 S39•22'42"E C1232 149.83 100.00 85'50'47" 136.20 S89'49'41 "W C1242 149.83 100.00 85'50'47" 136.20 N89.49-41 "E C1243 54.94 200.00 15044-26" 54.77 N54046'30"E C1244 132.90 200.00 38'04'20" 130.47 S43'36'33"W C1247 164.331 100.00 94-09'13" 146.45 S00'10'19"E C1248 112.37 75.00 85'50'47" 102.15 S89'49'41 "W C1250 112.37 75.00 85'50'47" 102.15 N89'49'41 "E C1251 123.25 75.00 94*09'13" 109.84 S00'10'19"E LINE TABLE LINE LENGTH BEARING L2 2.27 SOO'27'29"W L3 12.52 N47'14'55"W L29 17.94 N46'54'17"E L32 14.31 N46#54'17"E L33 8.89 N47'14'55"W L34 2.27 S00'27'29"W L35 75.90 N47*14'S5"W L36 32.33 S46'54'17"W L43 32.33 S47'14'55"E L44 81.31 N46'54'17"E L46 17.80 S47'14'55"E L47 17.80 S46'54'17"W L48 50.13 S46'54'17"W L51 50.13 S47'14'55"E I SHEET LOCATION KEY I LEGEND: L.E. = LANDSCAPE EASEMENT A.E. = ACCESS EASEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT 0P.R.M. = PERMANENT REFERENCE MONUMENT • P.C.P. = PERMANENT CONTROL POINT • = LOT CORNER F.P.&L. = FLORIDA POWER AND LIGHT NOTICE. - GRAPHIC SCALE THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDMDED LANDS °° ,°° noDE:SCROM HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY IN ANY OTHER GRAPHIC OR IN rlcrr) DIGITAL FORM OF THE PLAT. 1 inch - 50 ft. THIS INSTRUMENT WAS PREPARED BY. FRANK S. CUCCURESE tfi v� DATE. NOVEMBER 18, 2005 lw CARTER ASSOMTES, INC. CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND MAPPERS 1708 21 st. STREET VERO BEACH, FLORIDA 32960 TEL. (772) 562--4191 SHEET 4 OF 6 L��Z I LAUREL RESERVE PHASE 2 A P.U.D. AND PART OF THE WEST 1/2 OF THE NORTHEAST 1/4, SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, CITY OF SEBASTIAN, FLORIDA C D I D I -� I . MATCHLINE - SEE SHEET 4 OF 6 o 4. y`.o, .p.. _; .,e''.-..-'+s -n - s3... .., i ..: Se55'�x»awiGdN»... n. zX.s.La-•w-«e x_s. ,.s._ .. a.1:„ .. rb". .,: .+w �W �. ..: A N'l'(/o0, V 0 �3� C 48 vO�S- _.I I \' c' z -� I v� 67 n �s, c� FT�N z 0' D U I(ACUlOD N „ C7 I C7 C7 Ul >-�� d0� h o�' ii pd 'LR . 660 �o S. a, < o z ,- ti C1,250 00 '\85C1C1242 c0000 w o" I �0 1 65 �o � '82 0 -- X I cb ram-- Lo c> 64 0 r I . 55 I • qQ63 � � cb % 0 cv �,�� 8 IN 4 56 h I 62 1111, `3' 12. a oo, p �� �tk G�� I I �� 57 'tKQQ \ �j,� �, S 0 58\ ro'1 to uj 4� UOo 61 W I p �\ \ Z F I I ^ C 119 6 5 y 50 60 0. �P / 11.31 9'1 „ N 32 I \° P. . h `1 MATCHUNE - SEE SHEET 3 OF 6 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING C1178 33.19 25.00 76'03'21 30.80 S38'22'42"W C1181 68.51 125.00 31'24'45" 67.67 S74'3929"E C1182 27.03 47.00 32*5644" 26.65 N75'2534"W C1183 33.69 25.00 76.51'04" 31.19 N38'15'01 "W C1184 67.89 135.00 28.48'43" 67.17 S62'24'42"E C1185 33.79 47.00 41 *11'47" 32.38 S66'59'33"W C1186 61.81 225.00 15'44'26" 61.62 N54'46'30"E C1187 1 0.77 175.00 0*15'06" 0.77 S62'31'10"W C1188 1 101.43 175.00 33*12'34" 100.02 S45'47'20"W C1189 14.08 175.00 4'36'40" 14.08 S26'52'43"W C1190 88.98 225.00 22'39'26" 88.40 N35'54'07"E C1191 60.46 225.00 15'23'45" 60.28 N54'55'43"E C1192 40.91 175.00 13'23'39" 40.82 S55'5546"W C1193 6.89 175.00 2*15'26" 6.89 S48'06'13"W C1194 22.64 25.00 51'52'55" 21.87 S20'57'50"W C1195 50.71 56.00 51'5255" 48.99 N20'57'50"E C1196 87.96 56.00 90'00'00" 79.20 S88'0543"E C1197 87.96 56.00 90'00'00" 79.20 S01'54'17"W C1198 50.71 56.00 51'52'55" 48.99 S72'50'45"W C1199 22.64 25.00 51'52'55" 21.87 N72'50'45"E C1200 7.23 225.00 1.50'32" 7.23 S47'4934"W C1201 54.58 225.00 13'53'54" 54.44 S55'41'47"W C1202 46.80 175.00 15*19'18" 46.66 N54'59'04"E C1203 69.49 175.00 22'45'02" 69.03 N35'56'54"E C1204 33.92 225.00 8*38'15" 33.89 S28'53'31 "W C1205 100.85 225.00 25'40'55" 100.01 S46'03'07"W C1206 14.74 225.00 3'45'09" 14.73 S60'46'09"W C1207 48.08 175.00 15'44.'26" 47.93 N54'46'30"E C1208 33.79 47.00 41 *11'47" 33.07 N26'18'24"E C1209 89.49 135.00 37'58'45" 87.86 S19'09'42"E C1210 89.49 135.00 37'58'45" 87.86 S18'49'04"W C1211 27.03 47.00 32056'44" 26.65 N10'4552"W C1212 118.09 125.00 54•Q7'49" 113.75 SOO'10'19"E C1213 27.03 47.00 32'56'44" 26.65 N10025'14"E C1214 33.79 47.00 41 *11'47" 33.07 N26'39'02"W C1242 149.83 100.00 85'50'47" 136.20 N89'49'41 "E C1243 54.94 200.00 15'44'26" 54.77 N54'46'30"E C1244 132.90 200.00 38*04'20" 130.47 S43'3633"W C1245 132.90 200.00 38#04-20" 130.47 N43'36'33"E C1246 54.94 200.00 15'44'26" 54.77 S54'46'30"W C1247 164.33 100.00 94*09'13" 146.45 S00'10'19"E C1248 112.37 75.00 85'50'47" 102.15 S89'49'41 "W C1250 112.37 75.00 85'50'47" 102.15 N89'49'41 "E C1251 123.25 75.00 94*09'13" t 109.84 S00'10'19"E GRAPHIC SCALE 2s so too (IN FEET ) i inch = 54 f!. NOTICE: THIS PLAT, AS RECORDED IN ffS GRAPHIC FORM, IS THE OFFICIAL. DEPICTION OF TIME SUBDMDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY IN ANY OTHER GRAPHIC OR DWAL FORM OF THE PLAT. LINE TABLE LINE LENGTH BEARING L29 17.94 N46'54'17"E L30 29.38 N46'58'30"E L31 29.04 N46'54'17"E L32 14.31 N46'54'17"E L33 8.89 N47'1455"W L35 75.90 N47'14'55"W L36 32.33 S46'54'17"W L43 32.33 S47'1455"E L44 81.31 N46'54'17"E L45 92.77 N46'54'17"E L46 17.80 S47'1455"E L47 17.80 S46'54'17"W L4$ 50.13 S46'54' 17"W L$1 50.13 S47-14'55"E GEND: L.E. = LANDSCAPE EASEMENT A.E. = ACCESS EASEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT I.E. = IRRIGATION EASEMENT O P.R.M. = PERMANENT REFERENCE MONUMENT ® P.C.P. = PERMANENT CONTROL POINT • = LOT CORNER F.P.&L. = FLORIDA POWER AND LIGHT 0 m SHEET LOCATION KEY M ma MOL THIS INSTRUMENT WAS PREPARED BY: FRANK S. CUCCURESE DATE: NOVEMBER 18, 2005 CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND MAPPERS 1708 21 st. STREET VERO BEACH, FLORIDA 32960 TEL. (772) 562-4191 SHEET 5 OF E> J.A. �Z.. PH 'L LAUREL RESERVE P'H.A,SE 2 A P.U.D. AND PART OF THE WEST 1/2 OF THE NORTHEAST 1/4, SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, CITY OF SEBASTIAN, FLORIDA F6 4 F 6E SHEET3 0 MATCHLINE SEE SHEET O _ ClC1232 �. / \ MATCHLINE S C1248 S` � > go v� Z O .,� o ,.� m U'_ ti� pj 0 l > --� -i ---� 4p w -� - -��8: 8' - - - rn �zm `o v / 1 rn0 Q 0 Fq .� c �O OQ .• Fri W p m91 f �h tK ti `� ry Cl 250 p�a �c TQO C1242 ��79C11? ��;, s 92 QQ. C11 ao �- ti� '�a ass. %� . , n \ 93 , '0 Q. Q> z 54 lc; 70 m ti �' `S' // OQ y rn ,pp ��� �� 94 Q, p �4 • ` Qy m a �`�, ti 95 cp% a T / N%8 '14 E 53 '9 %X CID 50 U. �12 .R. ,7r C F y �(; � , J O P . R FM . T // '� �2 ry \ 95�, �'O 9� ,,�',�'96 r J 12) r y �.Q � 15�1 ,, UA xx- O a W O v I p Z % •o / 51 (A cl) O)l '0 t° (0 146 0 C) �xx m Y�T Vp'l1 i / 50 c� s 4 p p T G' 49'� `ti p�Lh � ti •� / c N88'48'24"E r' 0 m CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING C1043 33.79 47.00 41 *11'47" 33.07 S26'18'24"W C1044 89.49 135.00 37'5845" 87.86 N19'09'42"W C1045 1 89.49 135.00 37'5845" 87.86 N18'49'04"E C1046 27.03 47.00 32'56'44" 26.65 S10'4552"E C1047 118.09 125.00 54'0749" 113.75 N00'1O'l9"W C1048 27.03 47.00 32'56'44" 26.65 S10'25'14"W C1049 33.79 47.00 41 #11'47" 33.07 S26'39'02"E C1050 72.82 325.00 12*50'19" 72.67 N40'49'46"W C1051 10.10 275.00 2*06'12" 10.09 S35'2743"E C1052 100.56 275.00 20'57'06" 100.00 S46'59'22"E C1053 38.29 275.00 7'58'43" 38.26 S61'27'16"E C1054 1 64.54 325.00 11'22'42" 64.44 N59'45'16"W C1055 100.46 325.00 17'42'40" 100.06 N45*12'35"W C1056 11.03 325.00 1.56'38" 11.03 N35'22'56"W C1057 61.62 275.00 12*50'19" 61.49 S40'49'46"E C1166 40.19 50.00 46'03'20" 39.12 S21'50'04"W C1168 72.50 325.00 12'46'51" 72.35 S40'51'30"E C1169 0.33 325.00 0'03'28" 0.33 S34'26'20"E C1170 100.32 275.00 20'54'07" 99.77 N44'51'40"W C1171 48.63 275.00 10*0753" 48.56 N60022'40"W C1172 54.25 325.00 9'33'48" 54.18 S60'3943"E C1173 100.40 325.00 17'42'00" 100.00 S47'01'49"E C1174 21.39 325.00 3*46'13" 21.38 S36'1743"E C1175 61.62 275.00 12*50'19- 61.49 N40'49'46"W C1176 33.79 47.00 41 *11'47" 33.07 N67'50'49"W C1177 67.65 135.00 28'42'39" 66.94 N62'03'03"E C1178 33.19 25.00 76'03'21" 30.80 S38'22'42"W C1179 27.03 47.00 32'56'44" 26.65 S75'04'56"W C1180 67.69 125.00 31'01'40" 66.87 N74'07'24"E C1181 68.51 125.00 31'24'45" 67.67 S74'39'29"E C1183 33.69 25.00 76'51'04" 31.19 N38'15'01 "W C1232 149.83 100.00 85050'47" 136.20 S89'49'41 "W C1237 164.33 100.00 94*09'13" 146.45 N00"IO'l9"W C1238 67.22 300,00 12050'19" 67.08 N40'49'46"W C1239 162.49 300.00 31'02'00" 160.51 S49'5537"E C1240 162.49 300.00 31'02'00" 160.51 N49'55'37"W C1241 67.22 300.00 12*50'19" 67.08 S40'49'46"E C1242 149.83 100.00 85'50'47" 136.20 N89'49'41 "E C1248 112.37 75.00 85'50'47" 102.15 S89'49'41 "W C1249 123.25 75.00 94*09'13" 109.84 NOO'1O'l99W C1250 112.37 75.00 85'50'47" 102.15 N89'49'41 "E GRAPHIC SCALE x 100 (IN rm ) LEGEND ` G E N 1 inch • 50 it• • L.E. = LANDSCAPE EASEMENT A.E. = ACCESS EASEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT I.E. = IRRIGATION EASEMENT D P.R.M. = PERMANENT REFERENCE MONUMENT O P.C.P. = PERMANENT CONTROL POINT • = LOT CORNER NOT)CE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FVRM, IS THE OFFICIAL DEPICTION OF THE SUBWDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY IN ANY OTHER GRAPHIC OR DWAL F*ORIW OF THE PLAT. w m N 3� m 3 LINE TABLE LINE LENGTH BEARING L7 13.70 N 46'54 17 E L28 17.90 N47'14'55"W L37 32.33 N47'14'55"W L38 80.71 N46'54'17"E L40 17.80 N47'14'55"W L41 17.80 N 46'54' 17"E L42 32.33 N46'54'17"E L49 50.13 N47'14'55"W L50 50.13 N 46'54' 17"E L69 17.90 S47'14'55"W k<N > ch SHEET LOCATION KEY M ma THIS INSTRUMENT WAS PREPARED BY: FRANK S. CUCCURESE DATE: NOVEMBER 18, 2005 W w CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND MAPPERS 1708 21 st. STREET VERO BEACH, FLORIDA 32960 TEL. (772) 562--4191 SHEET 6 OF 6