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HomeMy WebLinkAbout2003 - (Mylar) Phase 1 Plat BookLEGEND CITY LIMITS PS PUBLIC SERVICE RS-10 RESIDENTIAL SINGLE FAMILY 10,0003F L -2 6 UNI TS PER ACRE >UBJECT SITE 'ART OF 18-31-39 1-\URE PLAT 8r R.E.S-ERVE 1482197 RECORDEDIN PUBLIC RECORDS INDIAN PAGE RIVER CNTY FL SK:17 PG:45, 10/09/2003 at 04:03 PM, A P.U.D. AND PART OF THE WEST 1/2 OF THE NORTHEAST 1/4, DOCKET No* OF JEFFREY K BARTON, CLERK COURTS SECTION 18, TOWNSHIP 31 SOUTH, RANGE. 3:9 EAST, t INDIAN R I DER COUNTY CITY, OF SEBASTIAN FLORID A L 0 CA TION MAP � CITY: LIA�/lTS s w CERTIFICATE of DEDICATION .--.?.., NOT TO SCALE i i z c� � z STATE OF FLORIDA ^ CERTIFICATE OF C,'TY SURVEYOR SEB4S AN HIGHLANDS COUNTY of INDIAN RIVER STATE OF FLORIDA UNIT 16 _ CITY OF SEBAST�N ' COUNTY OF INDIAN RATER LEGAL DESCRIPTION: RS-10 MORTGAGEE'S CONSENT CITY OF SEBASTIAN BEING A PART. OF "THE WEST 1/2 OF THE NE 1/4 OF SECTION 18, KNOW ALL MEN BY THESE PRESENTS, THAT LAUREL HOMES, INC., A FLORIDA STATE OF FLORIDA CORPORATION, FEE SIMPLE OWNER OF THE LAND DESCRIBED AND PLATTED COUNTY OF INDIAN RIVER THIS PLAT OF LAUREL RESERVE PHASE 1 A SUED/VISION HAS BEEN REVIEWED TOWNSHIP ` 31 . SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, , HEREIN AS -LAUREL RESERVE PHASE 1 BEING IN INDIAN RIVER COUNTY LESS AND EXCEPT THE NORTH 33 ACRES AS CONVEYED TO BRIAN DAVIS BY THE UNDERSIGNED PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY CITY OF SEBASTIAN, FLORIDA,HAS CAUSED SAID LANDS TO BE SURVEYED THE UNDERSIGNED HEREBY CERTIFIES -THAT IT IS THE HOLDER IN OFFICIAL RECORDS BOOK 857, PAGE 2329, PUBLIC RECORDS OF THE CITY OF SEBASTIAN WHO HEREBY TIFIE I T THIS PLAT CONFORMS INDIAN RIVER COUNTY FLORIDA. " AND PLATTED AS SHOWN HEREON AND DOES HEREBY DEDICATE AS OF THE MORTGAGES UPON THE PROPERTY DESCRIBED HEREON TO THE REQUIREMENTS OF CHAP TE 1 FL A STATUTES. #'��1•A:: FOLLOWS: AND DOES HEREBY JOIN IN AND CONSENT TO THE DEDICATION - TOGETHER WITH RIGHTS OF INGRESS AND EGRESS AS GRANTED IN THE c'� •• OF THE LAND DESCRIBED IN SAID DEDICATION BY THE OWNER - "SUBSTITUTE EASEMENT" BY INDIAN RIVER COUNTY APOLITICAL 1. THE UTILITY EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN PERPETUITY TO THE LAUREL RESERVE COMMUNITY ASSOCIATION INC. ITS THEREOF AND AGREES THAT ITS MORTGAGE WHICH IS RECORDED SUBDIVISION: OF THE STATE OF FLORIDA, AS RECORDED IN OFFICIAL IN OFFICIAL RECORDS BOOK 1474 AT PAGE 2423 OF THE ROD REED, P.S.M. #3916 SU VLY R' RECORDS BOOK 1634, PAGE 2067, PUBLIC RECORDS OF INDIAN RIVER SUCCESSORS AND/OR ASSIGNS FOR CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF UTILITIES BY ANY PROVIDER INCLUDING PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA SHALL BE SIGNATURE DATE: 09•L9.03 , •, F COUNTY, FLORIDA. SUBORDINATED TO THE DEDICATION SHOWN HEREON `� "co, • .... AND TOGETHER WITH EASEMENTS AS RECORDED IN OFFICIAL RECORDS CABLE TELEVISION SE�.'VICES, PROVIDED HOWEVER, NO SUCH CONSTRUCTION, _ GENERA! NOTES: = INSTALLtiT.�ON MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES IN WITNESS WHEREOF, THE SAID CORPORATION HAS CAUSED BOOK 1634, PAGE 2071, PUBLIC ' RECORDS OF INDIAN RIVER COUNTY, ' THESE PRESENTS TO BE SIGNED BY ITS SENIOR VICE '. HORIZONTAL COORDINATE VALUES AND THE BEARINGS SHOWN HEREON41 E FLORIDA.,SHALL INTERFERE V//TH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE PRESIDENT AND ITS CORPORATE SEAL Ti BE AFFIXED HEREON BASED UPON THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 1990 AND "THE NORTH 33 ACRES OF THE WEST 1/2 (HALF) OF THE BY AND .WITH THE AUTHOMTY -OF ITS BOARD OF DIRECTORS (NAD 83/90) AND PROJECTED IN THE STATE PLANE COORDINATE SYSTEM, FLORIDA TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT f.+, , NORTHEAST 1 /4 (QUARTER) OF SECTION 1 8, TOWNSHIP 31 SOUTH, RANGE SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. SUCH CONSTRUCTION, THIS _ 3� _ DAY OF ,_?-� - 2003. EAST ZONE (901). DIMENSIONS ARE DISPLAYED IN U.S. SURVEY FEET. 39 EAST, MORE PARTICULARLY ''DESCRIBED AS: HARBOR FEDERAL SAVINGS BANK MAINTENANCE AND OPERATION BY A CABLE TELEVISION COMPANY SHALL 2. THE PERMANENT REFERENCE MONUMENTS WERE SET ONSEPTEMBER 26, ` 2003. BEGIN AT TtE NORTHWEST CDRNEF' OF THE NORTHEAST QUARTER OF COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, THENCE RUN NORTH ti T SET "P—K" NAIL/TAB STAMPED FLORIDA PUBLIC SERVICE COMMISSION. DRJVEWAI?S AND SIDEWALKS MAY - 3. P.C.P. =PERMANENT CONTROL POINT, 89'17'00" EAST ALONG THE NORTH LINE OF SAID SECTION ALSO BEING CROSS THE UTILITY EASEMENT WHERE THEY ABUT A ROAD RIGHT-OF-WAY. BY' ----------------------- "CARTER ASSOC. L.B. - 205 THE SOUTH LINE OF SOUTH MOON UNDER SUBDIVISION RECORDED IN DAVID C. HANKLE SENIOR VICE PRESIDENT HARBOR FEDERAL FRONT YARD UTILITY EASEMENTS ARE SUBJECT TO THE RIGHT OF EACH LOT ' � P.R.M. =PERMANENT REFERENCE MONUMENT 4 z4" CONCRETE M PLAT BOOK 11 PAGE 52, 1,329.11 FEET TO A POINT, THENCE SOUTH 00 SAVINGS- BANK, INDIAN RIVER COUNTY '01 '38" EAST 1,081.41 FEET TO A POINT; THENCE SOUTH 89' 17'00" WEST TO HAVE A DRIVEWAY FOR INGRESS/EGRESS AS APPROVED BY .THE CITY OF .MONUMENT WITH 2" DIA. ALUMINUM DISK STAMPED "CARTER ASSOC. SEBASTIAN. PRM LB 205 ". UNLESS OTHERWISE NOTED. AND PARALLEL WITH THE NORTH LINE 1,329.63 FEET TO A POINT, 2. THE DRAINAGE EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN NESS �"E THENCE ALONG THE CENTER SECTION LINE NORTH 00'00'00" EAST � C• a vt _ " » PERPETUITY TO THE LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS 4. PLAT BENCHMARK - TOP OF 4 x 4 x 24 CONCRETE MONUMENT STAMPED 1.,.081.41. -FEET TO. -THE POINT --AND. PLACE •-OF BEGINNING. "_ _ SUCCESSORS AND OR ASSIGNS FOR CONSTRUCTION, OPERATION, AND _._ -_ _ PRINT NAME PRINT NAME _ P.R.M...CARTER ASSOC. LB205" AT NORTH . R.O.W. OF LAUREL. RESERVE DRIVE AND F T DRAINAGE FACILITIESA A PAR F THE STORM MAINTENANCE 0 E D GE S T 0 E ACKNOWLEDGMENT THE EAST BOUNDARY LINE OF LAUREL RESERVE PHASE 1. ELEV. 24.69 N.G.V.D. (PHASE 1 DESCRIPTION) BEING MORE PARTICULARLY DESCRIBED AS WATER MANAGEMENT SYSTEM AND SHALL BE THE PERPETUAL MAINTENANCE STATE OF FLORIDA 1929 FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST OBLIGATION OF SAID ASSOCIATION. FRONT YARD -DRAINAGE EASEMENTS ARE COUNTY OF INDIAN RIVER 114 OF SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN SUBJECT TO THE RIGHT OF EACH LOT TO HAVE A DRIVEWAY FOR RIVER COUNTY, FLORIDA, THE SAME BEING THE SOUTHWEST CORNER OF INGRESS EGRESS AS APPROVED BY THE CITY OF SEBASTIAN. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME GPS VERTICAL CONTROL POINT NOTES: SOUTH MOON UNDER SUBDIVISION AS -RECORDED IN PLAT BOOK 11, PAGE 3. THE STORM WATER MANAGEMENT TRACTS AND DRAINAGE EASEMENTS AS THIS v'}'� DAY OF _ _ b�� _ 2003 DAVID C. 52, PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA; THENCE RUN SHOWN ARE HEREBY DEDICATED IN PERPETUITY TO THE LAUREL RESERVE - ----- -- DESIGNATION - D 200 HANKLE, SENIOR VICE PRESIDENT OF HARBOR FEDERAL SAVINGS PID - AF3462 SOUTH 00'08'52" WEST ALONG THE WEST LINE OF SAID NORTHEAST, 1/4 COMMUNITY ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS FOR THE BANK, A FLORIDA CORPORATION ON BEHALF OF THE STATE/COUNTY - FL/INDIAN RIVER OF SAID SECTION 18 A DISTANCE OF 1326.73 FEET TO THE POINT OF CONSTRUCTION, OPERATION AND MAINTENANCE OF THE STORMWATER CORPORATION. HE IS PERSONALLY KNOWN TO ME OR HAS USGS QUAD - SEBASTIAN (1970) BEGINNING; THENCE DEPARTING SAID WEST LINE RUN SOUTH 89' 10'48" MANAGEMENT SYSTEM AND SHALL BE THE PERPETUAL MAINTENANCE PRODUCED_ - � �Cw_crs -__IDENTIFICATION. PUBLISHED ELEVATION - NAVD 88, 16.30 (FEET) EAST A DISTANCE OF 324.37 FEET; THENCE RUN NORTH 46'54' 17" EAST OBLIGATION OF SAID ASSOCIATION. THE STORMWATER MANAGEMENT SYSTEM IS PUBLISHED ELEVATION - NGVD 29, 17.74 (FEET) A DISTANCE OF 452.67 FEET; THENCE RUN NORTH 85' 14'32" EAST A SPECIFICALLY PROVIDED' FOR IN THE DECLARATION OF CONDITIO,'JS, By__ ________ DESCRIPTION: BENCH MARK DISK SET IN TOP OF • 4► " COVENANTS, EASEMENTS AND RESTRICTIONS FOB LAUREL RESERVE. THE CITY PRINT NAME:__! _ _ _ CONCRETE MONUMENT STAMPED "D 200 1960 DISTANCE OF 24.10 FEET, THENCE RUN SOUTH 47 1 55 EAST A OF SEBASTIAN IS GRANTED THE RIGHT TO USE AND DRAIN INTO THE TRACTS DISTANCE OF 443.79 FEET, THENCE RUN NORTH 88'4824" EAST A AND ALSO GRANTED THE RIGHT BUT NOT THE OBLIGATION TO PERFORM 5. THE BENCHMARKS ESTABLISHED HEREON WERE BASED ON A CLOSED LEVEL LOOP DISTANCE OF 235.55 FEET TO A POINT OF CURVATURE OF A NON NOTARY PUBLIC AND ARE DISPLAYED IN U.S. SURVEY FEET REFERENCED TO THE NATIONAL EMERGENCY MAINTENANCE ON THE TRACTS. MY COMMISSION EXPIRES TANGENT CURVE TO THE RIGHT; THENCE RUN 40.19 FEET ALONG THE 4. ALL STREETS AND RIGHTS OF WAY SHOWN ON THIS PLAT .ARE HEREBY GEODETIC VERTICAL DATUM OF 1929 NGVD 1929 . ARC OF SAID CURVE, HAVING A RADIUS OF 50.00 FEET, A CENTRAL No• ii o t 8'I 9' o? -- ( ) DECLARED TO BE AND SHALL REMAIN PRIVATE. THEY ARE DEDICATED TO AND (CAI F.B. 600, PG. 59 - 64, 2122102 - 2125102; SEE C.A.I. FB. 643, PG. 1) ANGLE OF 46'03'20", AND A CHORD OF 39.12 FEET WHICH BEARS NORTH ; SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE LAUREL 21'50'04" EAST, THENCE RUN NORTH 42'45'05" EAST A DISTANCE OF RESERVE COMMUNITY ASSOCIATION INC. ITS SUCCESSORS AND OR ASSIGNS CERTIFICATE OF APPROVAL AND ACCEPTANCE OF CITY COUNCIL 50.00 FEET THENCE RUN SOUTH 46' 14'55" EAST A DISTANCE OF 54.83 / STATE OF FLORIDA CERTIFICATE OF SURVEYOR FOR THE USE AND BENEFIT OF THE OWNERS AND RESIDENTS OF THIS COUNTY OF INDIAN . RIVER STATE OF FLORIDA FEET TO THE EAST LINE OF THE WEST 1 2 OF AFORESAID SECTION 18 _ � - SUBDIVISION, ALL PUBLIC AUTHORITIES, INCLUDING BUT NOT LIMITED. TO CITY OF SEBASTIAN COUN"Y OF INDIAN RIVER THENCE RUN SOUTH 00'09'39" WEST ALONG SAID EAST LINE A DISTANCE POLICE, FIRE, AMBULANCE, AND UTILITY PROVIDERS SHALL HAVE THE RIGHT OF 1359.19 FEET TO THE NORTH LINE OF SEBASTIAN HIGHLANDS UNIT 16 TO USE THE STREET IN THE COURSE OF PERFORMING THEIR RESPECTIVE THIS 1 TO CERTIFY THAT ON 0d6jt__&Y_ ZD43THE CITY i F T S S CE _.� COUNCIL 0 KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING A LICENSED AS RECORDED IN PLAT BOOK 8, PAGE 45J, PUBLIC RECORDS OF INDIAN DUTIES. THE CITY COUNCIL OF SEBASTIAN, FLORIDA, SHALL HAVE NO SEBASTIAN, INDIAN RIVER COUNTY, FL ORIDX APPROVED THE AND REGISTERED LAND SURVEYOR, DOES HEREBY CERTIFY THAT ON FEBRUARY 26, RIVER COUNTY, FLORIDA; THENCE RUN SOUTH 89 24 26 WEST ALONG THE RESPONSIBILITY, DUTY OR LIABILITY WHATSOEVER REGARDING SUCH STREETS. F NORTH LINE OF SAID SEBASTIAN HIGHLANDS UNIT 16 A DISTANCE OF 5. THE COMMON AREAS AS SHOWN ARE HEREBY DEDICATED IN PERPETUITY FOREGOING PLAT. 2002, HE COMPLETED THE SURVEY OF THE LANDS AS SHOWN IN THE FOREGOING 1328.71 FEET TO THE WEST LINE OF THE AFORESAID NORTHEAST 1/4 OF TO AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE PLAT; THAT SAID PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS AFORESAID SECTION 18, THENCE RUN NORTH 00'08'52" EAST ALONG SAID LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS SUCCESSORS AND OR 4' � i�i SURVEYED; THAT THE SURVEY WAS. MADE UNDER MY DIRECTION AND SUPERVISION; ASSIGNS. / MA CITY EN WEER THAT THE SURVEY. DATA COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177 WEST LINE A DISTANCE OF 1326.85 FEET TO THE POINT OF BEGINNING. %. FLORIDA STATUTES, AND THAT THE LAND 1S LOCATED IN INDIAN RIVER COUP✓TY, 6. THE LANDSCAPE EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN - ______; FLORIDA; THAT THE PLAT COMPLIES .WITH THE CITY OF SEBASTIAN LAND PERPETUITY O AN HA BE THE PERPETUAL MAINTENANCE F SAID LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA AND T D SHALL E E L TE CE 0 DEVELOPMENT CODE AND THAT THE PERMANENT REFERENCE MONUMENTS AND CONTAINING 42.89 ACRES, MORE -OR LESS. THE LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS SUCCESSORS CITY CLE CITY ATTORN PERMAN T CONTROL POINT VE BEEN SET. AND/OR ASSIGNS. (ATTEST O MAYOR SIGNATURE) APPROVED AS TO LEGAL FORM CERTIFICATE of TITLE AND CONTENT STATE OF FLORIDA IN WITNESS WHEREOF THE ABOVE NAMED CORPORATION HAS CAUSED THESE COUNTY OF INDIAN RIVER PRESENTS_ TO BE SIGNED BY ITS VICE PRESIDENT AND WITH THE AUTHORITY FR NK S. CUG� URESE, P.S.M. S1GNA UR DATE OF ITS BOARD OF DIRECTORS THIS �3 *� DAY, OF� I 1 , , 2003. FL F IDA-- CENSE No. 4765 EL HOM -�N ORPORATION co 1, BRUCE BARKETT OF COLLINS, BROWN, CALDWELL, BARKETT & ' '' CERTIFICATION OF THE CLERK OF THE CIRCUIT COURT CARTER ASSOCIATES, INC. LB 205 • ""S * ;+ . ' STATE OF: FLORIDA 1708 21 ST STREET VERO BEACH, FLORIDA 32960 � GARAVAGLIA HARTS ED, LICENSED IN THE STATE OF FLORIDA, AS OF .THIS 32 DAY 2003 DO HEREBY CERTIFY THAT I HAVE BY: -- ----- -- -- ----- COUNTY OF: INDIAN RIVER -12-DAY, B. ROBINS N, VI PRESIDENT Y EXAMINED THE TI TLE TO THE HEREON DESCRIBED PROPERTY, THAT WE - NOTICE: m2 I CLERK OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY I FIND THE TITLE TO THE PROPERTY IS VESTED IN LAUREL HOMES, INC.1NGA .WITNESS. WITNESS. 0� � , THIS PLAT, AS .RECORDED IN i?5 GR�'HlC FORM, L. THE o FLORIDA CORPORATION WITH A MORTGAGE IN FAVOR OF HARBOR FEDERAL , h FLORIDA, DO HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT OFFICIAL. DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED SAVINGS BANK, -RECORDED IN OFFICIAL RECORD BOOK 1474, AT PAGE PRINT hr,ME: �RAt,1cEs GM2vEQ PRINT NAME: .Si-aYlei-C• Ki v'I�la`' OF LAUREL RESERVE PH�`SE 1, AND THAT IT COMPLIES WITH ALL HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED 0 2423 AS MODIFIED IN OFFICIAL RECORD BOOK 1579, PAGE 2296, ACKNOWLEDGMENT THE REQUIREMENTS OF CHAPTER 177 '�F• THE LAWS OF FLORIDA. IN AUTHORITY IN ANY OTHER GRAPHIC OR DIGITAL FORM OF PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. ALL TAXES HAVEHIS PLAT FILED FOR RECORD THIS __�_ DAY OF THE PLAT. STATE OF FLORIDAFLDRIDA o BEEN PAID ON SAID PROPERTY AS REQUIRED BY SECTION 197.192, COUNTY OF INDIAN R,'VER _ ©cam______, 2003, AND RECORDED ON PAGE FLORIDA STATUTES, AS AMENDED. ALSO, THERE ARE NO OTHER LIENS OR OF PLAT BOOK __. Lam --So-- IN THE OFFICE c�v E UMBRANCE EXCEPT AS PROVIDED ON THIS PLAT. r OF THE CLERK OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY, THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS THIS INSTRUMENT WAS PREPARED BY. FRANK S. CUCCURESE DAY OF_S�c_mber_ FLORIDA.G R1L K .r2-For! 2003, DEE ELLEN B.. .� DATE: DULY 21, 2003. • . ROBINSON, VICE PRESIDENT OF LAUREL HOMES, INC., A FLORIDA BRUCE BARKETT ATTORNEY AT LAW CORPORATION ON BEHALF OF THE CORPORATION. SHE IS CoFRSONA� BY: -"� '`------------------ _ w,�_... __ CARTER'ASSOCIATES, INC. KNOWN TOM OR HAS PRODUCED___________ ___IDENTIFICATIO ". DEPUTY... CLERK OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY, F.LOR�9Q� r,�SEAL OF CLERK..,. ..: . a• BY:-------- R SURVEYORS . CONSULTING ENGINEERS AND L�'t�'D SURV RS r &A 1O11�a�� ,.. n r PRINT -NAME: ,; . : � ; . � - A T Serving Florida _ _ �, . 1708 21 st STREET 772-562-4191 PHONE NOTARY PUBLIC ORPORA R�K 0 .. yT BOIL C �� -RAL lu7 SEAL - = CI O _: S fGS - V Since 1911 MY COMMISSION EXPIRES ----------- ,.. CIIT is - ,s V B lVKERO BEACH, FLORIDA 32960 772-562-7180 (FAX) SHEET 1 OF 6 �f �,, - NOTICE: FESERVE PLAT B00 {LA,UF?EL THIS PLAT AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDMDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN o a PHASE 1 AUTHORITY BY ANY OTHER GRAPHIC OR DICITi AL FORM OF THE PLAT. r o PC o o A P.U.D. AND PART OF THE WEST 1 /2 OF THE NORTHEAST 1 /4, NOTICE: J }� SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, Lf 3z THERE MAY BE ADDITIONAL RESTRIC'!"10 IS THAT ARE NOT RECORDED ON THIS PLAT THAT w� z � w � iNDiAN RIVER COUNTY CITY OF SEBASTIAN FLORIDA MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. (n � o S ET NO. \ iQ � (w C-4 Z (n�Q � wdOU� Cr w wCL W H touj THE VERTICAL CONTROL (BENCH MARKS) USED IN THE GPS VERTICAL CONTROL POINT NOTES: PREPARATION OF THIS SURVEY WERE ESTABLISHED USINGui m m z NATIONAL GEODETIC SURVEY (N.G.S.) PUBLISHED VERTICAL DESIGNATION - D 200 ^ o Q �' 1 GRID NORTH CONTROL POINTS REFERENCED TO THE NORTH AMERICAN PID - AF3462 VERTICAL DATUM OF 1988. STATE/COUNTY - FL/INDIAN RIVER z o z I.0 USGS QUAD - SEBASTIAN (19 70) f PLAT BENCHMARK TOP OF 4"x 4"x 24" CONCRETE PUBLISHED ELEVATION _ NAVD 88, 16.30 (FEET) ' 1 GRAPHIC SCALE MONUMENT STAMPED °P.R.M. CARTER ASSOC. L6205" AT PUBLISHED ELEVATION NGVD 29, 17.74 (FEET) o Q NORTH R.O.W. OF LAUREL RESERVE DRIVE AND THE -EAST DESCRIPTION: BENCH MARK DISK SET IN TOP OF ` > ` ,� , sa ,� z� ,M 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 r�. IN FEET ) CLOSED LEVEL LOOP AND ARE DISPLAYED IN U.S. SURVEY W t inch = too ft. FEET, REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929). (CAI F.B. 600, PG. 59 - 640 2122102 - 2125102) r n �J PHASE 2 � P H A S E , 1 VACANT UNPLATTED LAND [S 00:01'38 n E 1359.19'iD)l N 1255006.978 B.M. P.R.M." •- - - - S 00 09 39 W 1359.19 0 P. .M. E_828855.957 �-------=-----4{s-08�'9- ' E---J 1081.41'(D)] - ---- --------------- S 00'0 3 W. 1081.41'(0) �"D P.R.M , \\ I Q EAST LINE OF THE W 1 /2 g°c' ! �\ r O �\ OF THE NE 1 /4 OF r p4 .M/ 1 \OOOLL_ SECTION 18-31-39 O p• 1 \ J� w R. M. Ln f o a STGRMWAT R O v � Q \ �P I OI o oo 77 TRACT 6 i cJ� �- Ile to ol 9� \ i� o°°o �' \\\� .•� / Q m U I \\ �\ ice/ G'� / I i L Of \ o _I w 00 �'C>) l000l Lu U \ / \ / � i� \ I I / / \ O P.R.M. i� \ I / \ co z o �\ Y J WEST 1 H� 1 / OF \ \\ Q� 1°' /� \ / \ \� Z O 200 /� i S ION\ 8- 1 o c„ / �� / Q ��• i O / / / \� \ D CN = cn 10/0 Ljj\,aJo 00 Q I i /O�� \ \\,_I / / Z w oz O _ o 0_ ry SpRELLJ Y •� `' Q ` REY U00 (. _ Z © d O J N p J Z O Dc 1— F' ) ( \ Z ao nl cnm=z O / O �MQ NN m-N. °Q N U Ll1 / P.R.M. Q- Q0 LLI - m � ,� J Li.t - - - - -a S TO R M WA TE R �--- - - - �-- z w cn T WAT R w S ORM E I i _ w U -- -----� TRACT 10 (+ i U i ._ w Q EE TRACT 7 P.R.M• 1 0 o o a U ~ w L F- �- w w Z . Z \ NORTH LINE OF SE ON -31-39 ,r,� / O �' ? _ Nd' z o � Ll.. AND SOUTH LINE "SOUT OON I N NN 1 O r� O ( O o Yo W UNDER SUBDIVIS N / �/ cy/ ,� S� �• \ -' o00 �00 _ N Q� w� c =Zo (n10 Q) ui \ U / OLLJ Z Lo o J� �i I I ZZ \ Z bd 0�L(�n��3 / \ _S \ =,�Li O rn oJ.1/ m, o ll 0or, I \\ oo \ U d P.R.M., - / \ \ / / O !V �\ \ Z�� O co ,CyP o0 o W z STORMWATER ! z '� / / v i// y vF�f' V I 0) z m co TRACT 8 i z 1 9� h / 0�/ . M \` / N !T' 1 I N `— O - \ 1 0 �+ M \ �� � 1 \qj ZQ� O O I w I r I Q J cfl o ! CV P \ ow _ / w. O o / ! I p d I i t < m w O \ / / i •J O \ U I' I \\ w K� POINT OF COMMEN EMENT I ^ / `V \ I U) o NW CORNER OF T E I / N \ Co, O rY - \ \ I WEST LINE OF THE NE 1 /4 f- \ NE 1 /4 OF SECTION18-31-39 „ � c� \ (n / SECTION 18-31-39 0 \ / (n N 00 00 00 1081.41 D O O \ & SW CORNER OF SOUTH / N 00'08'S2" 1 )� to \ / \ MOON UNDER SUBDIVISION i _ _ _ _ _ 108 .41 0 O = , 000852E 1326.85 '------------ - - - ----- N .'" ' S 00'08S2" W 1326.73' ---- -------- ------ P.R.M. � COLLIER CREEK DRAINAGE R-O-W VACANT UNPLATTED LAND N 1254993.229 - T.I?.M. = P-K NAIL . & BRASS DISK VACANT UNPLATTED LAND E 827527.318 o 1^'1 SOUTH FACE OF WOOD .UTILITY POLE. T.B.M. _ P-K NAIL &BRASS DISK POINT OF CARTER ASSOCIATES, INC. ,a�, - ,, - : BEGINNING I r, �' .�- _.D ZRAV. LB 205�� (TBM #13) IN EAST FACE OF WOOD UTILITY POLE. CONSULTING ENGINEERS AND PROFESSIONAL SURVEYORS AND MAPPERS LLLVA LION. 26.94 (NGVD 1929) STAMPED TRAY. LB 205^ (TBM #17) .. 1708 21 st. STREET THIS INSTRUMENT WAS PREPARED BY. FRANK S. CUCCURESE ELEVATION. 23.68 (NGVD 1929) VERO BEACH, FLORIDA 32960 DATE. JULY 21, 2003 TEL. (772) 562 191 SHEET 2 OF 6. 101, ool i00 T LINE TABLE LINE LENGTH BEARING - L8 20.88 S44`51'44"W L27 20.88 S44'51'44"W L52 24.78 N4501553"W L64 25.22 N4501595309W L651 50.00 N45'15'53"W o . z Q Y 0 r Q LE Y CURVE TABLE:.,:.: CURVE LENGTH RADIUS DELTA CHORD BEARING C1058 72.82 325.00 12*50'19" 72.67 N51 *16'54"E C1059 2.72 275.00 0'34'01" 2.72 S57625'02"W C1060 100.61 275.00 20'57'42" 100.05 S46'39'11 "W C1061 45.62 275.00 9*30'17" 45.57 S31 *25'11 "W C1062 57.25 325.00 10005'37" 57.18 N31'42'51 "E C1063 100.41 325.00 17'42'04" 100.01 N45'36'42"E C1064 18.37 325.00 3*14'19" 18.37 N56'04'54"E C1065 61.62 275.00 12*50'19" 61.49 S51'16'54"W Cl 066 33.79 47.00 41 *11'47" 33.07 S24'15'51 "W C1067 94.23 135.00 39'59'32" 92.33 N20'11'51 "W C1069 27.03 47.00 32'56'44" 26.65 S12048'25"E C1070 126.88 125.00 58'09'25" 121.50 N00'12'05"W C1150 33.71 25.00 77*15'16" 31.21 S38'16'36"E C1151 63.20 135.00 26'49'20" 62.62 N63'29'34"W C1154 64.21 125.00 29'25'59" 63.51 N75'42'45"W C1155 , 27.03 47.00 32056'44" 26.65 S77'28'07"E C1156 33.79 47.00 41 *11'47is 33.07 N65'27'38"E C1157 72.82 325.00 12*50'19" 72.67 S51 *16'54"W C1158 7.06 275.00 1028'18" _7.06 N56657'54"E C1159 100.57 275.00 20"57'14" 100.01 N45045'08"E C1160 41.31 275.00 8'36'28" 41.28 N30'58'17"E C1161 61.54 325.00 10'50'59" 61.45 S32'05'32"W C1162 100.43 325.00 17'42'21 " 100.03 S46'22'12"W C1163 14.05 325.00 2'28'40" 14.05 S56027'43"W C1164 61.62 275.00 12*50'19to 61.49 N511654"E C1165 40.19 50.00 46*03'19" 39.12 S24013'15"E C1166 40.19 50.00 46003'20$1 39.12 S21'50'04"W C1167 80.38 50.00 92'06'39" 72.00 N01'11'36"W C1252 67.22 300.00 12'50'19" 67.08 N51'16'54"E C1253 162.49 300.00 31'02'00" 160.51 S42'11'03"W Cl 254 162.49 300.00 31'02'00" 160.51 N42'11'03"E C1255 67.22 300.00 12"50'19" 67.08 S51 #16'54"W C1256 ' .157.30 100.00 90'07'37" 141.58 N00'12'05"W C1271 156.86 100.00 89'52'23" 141.26 S89'47'55"W C1272 117.98 75.00 90'07'37" 106.18 N00'12'05"W C1275 117.64 75.00 89'52'23" 105.95 S89'47'55"W CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING C1122 94.23 135ZO 39-59933" 92.33 S19047'42"W C1124 126.88 125.00 58'09'24" 121.50 S00012'05"E C1125 27.03 47.00 32'56'44" 26.65 N12024'16"E C1126 33.79 47.00 41 `1 '47" 33.07 24040'00"W C1127 61.81 225.00 15'44'26" 61.62 S37'23'40"E C1128 12.00 175.00 3055'43" 12.00 N31'29'19"W C1129 101.79 175.00 33*19'33" 100.36 N50'06'57"W C1130 2.50 1-75.00 0'49'03" 2.50 N67'11'16"W C1131 99.89 225.00 25*26'15" 99.07 S54'52'40"E C1132 - 49.62 225.00 12'38'05" 49.52 S35'50'30"E C1133 48.08 175.00 15'4426" 47.93 N37'23'40"W C1134 22.64 25.00 51052'55" 21.87 N71'1221 "W C1135 50.71 56.00 51'52'55" 48.99 S71'12'21 "E C1136 87.96 56.00 90'00'00" 79.20 S00'15'53"E C1137: 87.96 56.00 • 90 00 00 79.20 " S89 44 07 W C1138 50.71 56.00 51'52'55' 48.99 N19'19'26"W C1139 22.64 25.00 51'52'55" 21.87 S19019'26"E C1140 61.81 225.00 15044'26" 61.62 N37'23'40"W Cl 141 35.88 175.00 'a 11 44 , 6 35.81 " S35 23 50 E 142 80.41 175.00 26 19 34 79.70 S54 26 00 E "Cl C 1143 22.61 225.00 " 54532 22.61 " N64 43 01 W Cl 144 101.06 225.00 25 44 02 100.21 N 48 5815 W C1145 25.84 225.00 6 34 46„ 8 25.2 N32 48 50„ W C1146 48.08 - 175.00 15'44'26" 47.93 S37'23'40"E C1147 33.79 47.00 41'11'47" 33.07 S65'51'47"E C1148 62.85 135 .00 26 40 26 62.28 1563 00 58 W C1149 33.16 25.00 76 00 $099,30.78 N38 21 06 E C1152 27.03 47.00 32 56 44 26.65 N 77 03 58 E C1153 63. 2 2 125.00 28 58 40 62.55 S75 Q4 56 W C1266 157.30 100.00 90 07 37 141.58 S0012 05 E C1 67 2 54. 94 200.00 ' " 154426 54.77 " S 37 23 40 E C1268' 132.90 200.00 38'04'20" 130.47 N48'33'37"W C1269 132.90 200.00 38'04'20" 130.47 S48'33'37"E C1270 54.94 2 00.00 15 44 26 54.77 N 37 23 40 W C1271 156.86 100.00 89 52 23 _6 141. 2 " S89 47 55 W C1274 117.98 75.00 90 07 37 It106.18 S0012, 05" E C1275 117.64 75.00 89'52'23" 105.95 S89'47'55"W LINE TABLE LINE LENGTH BEARING L21 25.22 S45'15'53"E L22 3.68 S45'15'53"E L23 36.27 S45'1553"E L24 36.27 S45015'53"E L25 3.68 S45'15'53"E L26 25.33 S45015'53"E L60 24.78 S44'51'44"W L61 90.73 S45'15'53"E L62 103.68 S45'1553"E L63 25.22 S44051'44"W L68 50.00 S44'51'44"W ..:....... .....:...... ......... . f 1 j , .....:...... - . ... ....:.......:..:. : l , { ' -4 °`STORM WATER Tanrr 'a' r CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING C1095 94.53 135.00 40*07'10" 92.61 S70'0829"E C1097 127.43 125.00 58'24'39" 121.99 N89447'55"E C1098 27.03 47.00 32056'44" 26.65 N77'28'07"W C1099 33.79 47.00 41 *11'47" 33.07 S65'27'38"W C1100 61.81 225.00 15'4426" 61.62 N52'43'57"E C1101 17.87 175.00 5651'03" 17.86 S57'40'39"W C1102 98.41 175.00 32*13'17" 97.12 S38'38'29"W C1103 3.72 225.00 0056'47" 3.72 N23000'14"E C1104 101.96 225.00 25657'46" 101.09 N36'27'30"E C1105 43.84 225.00 11.09'47" 43.77 N55'01'17"E C1106 48.08 175.00 15'44'26" 47.93 S52'43'5799W C1107 22.64 25.00 51'52'55" 21.87 S18'55'17"W C1108 50.71 56.00 51'52'55" 48.99 N18'55'17"E C1109 87.96 56.00 90'00'00" 79.20 N89'51'44"E C1110 87.96 56.00 90000'00" 79.20 S00'08'16"E C1111 50.71 56.00 51'52'55" 48.99 S70'48'12"W C1112 22.64 25.00 51052'55" 21.87 N70'48'12"E C1113 61.81 225.00 15'44'26" 61.62 S52'43'57"W C1114 30.09 175.00 9051'04" 30.05 N55040'38"E C1115 86.20 175.00 28-13'16" 85.33 N3603828"E C1116 16.57 225.00 4613'14" 16.57 S24038'27"W C1117 101.27 225.00 25.47'16" 100.42 S39'38'42"W C1118 31.67 225.00 8003'50" 31.64 S56'34'15"W C1119 48.08 175.00 15044'26" 47.93 N52'43'57"E C1120 33.79 47.00 41'11'47" 33.07 N24015'51 "E C1121 94.23 135.00 39059'33" 92.33 S20'11'51 "E C1123 1 27.03 47.00 32'56'44" 26.65 N12048'25"W C1124 126.88 125.00 58'09'24" 121.50 S00'12'05"E C1261 156.86 100.00 89.52'23" 141.26 N89'47'55"E C1262 54.94 200.00 15'44'26" 54.77 N52.43'57"E C1263 132.90 200.00 38'04'20" 130.47 S41'34900"W C1264 132.90 200.00 38'04'20" 130.47 N41'34'00"E C1265 54.94 200.00 15044'26" 54.77 S52'43'57"W C1266 157.30 100.00 90'07'37" 141.58 S00012'05"E C1273 117.64 75.00 89.52'23" 105.95 N89'47'55"E C1274 117.98 75.00 90'07'37" 106.18 S00'12'05"E PLAT B006C PAGE DOCKET NO. 2ZI17 LINE TABLE LINE LENGTH BEARING L15 31.09 S44'51'44"W L16 9.44 S44'51'44"W L17 36.27 S44'51'44"W L18 36.27 S44'51'44"W L19 9.44 S44'51'44"W L20 30.98 S44051'44"W L57 25.22 S45'15'53"E L58 109.44 S44'51'44"W L59 24.78 S45'1553"E L67 50.00 S45'15'53"E EL GEND L.E. = LANDSCAPE EASEMENT A.E. = ACCESS EASEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT 13 P.R.M. = PERMANENT REFERENCE MONUMENT ® P.C.P. = PERMANENT CONTROL POINT = LOT CORNER F.P.&L. FLORIDA POWER AND LIGHT N TEL. 772 562 4191 SHEET 5 OF 6 �ct: CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING C1068 94.23 135.00 39'59'33" 92.33 N19047'42"E C1070 126.88 125.00 58009'24" 121.50 N00012'05"W C1071 27.03 47.00 32'56'44" 26.65 S12'24'16"W C1072 33.79 47.00 41 *11'47" 33.07 S24'40'00"E C1073 61.81 225.00 15044'26" 61.62 N37023'40"W C1074 11.35 .175.00 3042'59" 11.35 S31'2257"E C1075 101.76 175.00 33*1854" 100.33 S49053'53"E C1076 3.18 175.00 1'02'27" 3.18 S67004'34"E C1077 99.26 225.00 25*16'32" 98.45 N54'57'31 "W C1078 50.25 225.00 12047'48" 50.15 N35'55'21 "W C1079 48.08 175.00 15'44'26" 47.93 S37023'40"E C1080 22.64 25.00 51052'55" 21.87 S71'12'21 "E C1081 50.71 56.00 51'52'55" 48.99 N71 *12'21 "W C1082 87.96 56.00 90'00'00" 79.20 N0001553"W C1083 87.96 56.00 90'00'00" 79.20 N89'44'07"E C1084 50.71 56.00 51'52'55" 48.99 S19*19'26"E C1085 22.64 25.00 51'52'55" 21.87 N19'19'26"W C1086 61.81 225.00 15'44'26" 61.62 S37'23'40"E C1087 36.51 175.00 11'57'15" 36.45 N35'30'05"W C1088 79.77 175.00 26'07'04" 79.08 N54032'15"W C1089 23.28 225.00 5*55'39" 23.27 S64037'58"E C1090 101.04 225.00 25'43'45" 100.19 S48048'16"E C1091 25.19 225.00 6024'57" 25.18 S32'43'56"E C1092 48.08 175.00 15'44'26" 47.93 N37'23'40"W C1093 33.79 47.00 41'11'47" 33.07 N65'51'47"W C1094 94.53 135.00 40*07'10" 92.61 N69'44'20"E C1096 27.03 47.00 32'56'44" 26.65 S77'03'58"W C1097 127.43 125.00 58'2439" 121.99 N89'47'55"E C1256 157.30 100.00 90'07'37" 141.58 N00-12'05"W C1257 54.94 200.00 15'44'26" 54.77 N37023'40"W C1258 132.90 200.00 38*04-20" 130.47 S48'33'37"E C1259 132.90 200.00 38*04-20" 130.47 N48'33'37"W C1260 54.94 200.00 15'4426" 54.77 S37'23'40"E C1261 156.86 100.00 89.52-23" 141.26 N89'47'55"E C1272 1 117.981 75.00 1 90*07'37 $$1 106.18 N00'12'05"W C1273 1 117.641 75.00 89'52'23" 1 105.95 N89'47'55"E LINE TABLE LINE LENGTH BEARING L9 24.58 S45'15'53"E L10 3.04 S45'15'53"E L11 36.27 S45'1553"E L12 36.27 S45'15'53"E L13 3.04 S45'1553"E L14 24.69 S45'1553"E L53 24.78 N44'51'44"E L54 90.09 N4501553"W L55 103.04 S45'15'53"E L56 25.22 N44'51'44"E L66 1 50.00 N44'51'44"E