Loading...
HomeMy WebLinkAbout2012 - (Mylar) Final Plat OneCERTIFICATE OF DEDICATION STATE OF FLORIDA, COUNTY OF INDIAN RIVER, CITY OF SEBASTIAN KNOW ALL MEN BY THESE PRESENTS, THAT CROSS CREEK LAKE ESTATES INC., A FLORIDA CORPORATION, FEE SIMPLE OWNER OF THE LAND DESCRIBED AND PLATTED HEREIN AS CROSS CREEK LAKE ESTATES PLAT ONE, BEING IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, HAS CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN HEREON AND DOES HEREBY DEDICATE AS FOLLOWS: 1. STREETS AND RIGHT-OF-WAYS: THE STREETS AND RIGHTS-OF-WAY AS SHOWN ARE HEREBY DECLARED TO BE AND SHALL REMAIN PRIVATE. THEY ARE DEDICATED TO AND SHALL BE THE THE PERPETUAL MAINTENANCE OBLIGATION OF CROSS CREEK LAKE ESTATES HOMEOWNERS' ASSOCIATION, INC. FOR THE USE AND BENEFIT OF THE OWNERS AND RESIDENTS OF THIS SUBDIVISION. ALL PUBLIC AUTHORITIES, INCLUDING BUT NOT LIMITED TO POLICE, FIRE, AMBULANCE, INDIAN RIVER MOSQUITO CONTROL AND UTILITY PROVIDERS SHALL HAVE THE RIGHT TO USE THE STREETS IN THE COURSE OF PERFORMING THEIR RESPECTIVE DUTIES. THE CITY OF SEBASTIAN SHALL HAVE NO RESPONSIBILITY, DUTY OR LIABILITY WHATSOEVER REGARDING SUCH STREETS. 2. UTILITY EASEMENTS THE UTILITY EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN PERPETUITY TO INDIAN RIVER COUNTY, FLORIDA, AND- THE CITY OF SEBASTIAN FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF UTILITIES BY ANY UTILITY PROVIDER, IN COMPLIANCE WITH SUCH ORDINANCES AND REGULATIONS AS MAY BE ADOPTED FROM TIME TO TIME BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA AND THE CITY OF SEBASTIAN CITY COUNCIL. THE UTILITY EASEMENTS AS SHOWN ARE ALSO EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF 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 FACILITY OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION. FRONT YARD UTILITY EASEMENTS ARE SUBJECT TO THE RIGHT*OF EACH LOT TO HAVE A DRIVEWAY FOR INGRESS AND EGRESS AS APPROVED BY THE CITY OF SEBASTIAN. 3. DRAINAGE EASEMENTS DRAINAGE EASEMENTS AS SHOWN ARE DEDICATED IN PERPETUITY TO AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF CROSS CREEK LAKE ESTATES HOMEOWNERS' ASSOCIATION, INC. FOR CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES AS PART OF THE STORMWATER MANAGEMENT SYSTEM. THE CITY OF SEBASTIAN IS GRANTED THE RIGHT TO USE AND DRAIN INTO THE EASEMENTS AND ALSO GRANTED THE RIGHT, BUT NOT THE OBLIGATION, TO PERFORM EMERGENCY MAINTENANCE ON THE EASEMENTS. 4. STORMWATER MANAGEMENT TRACTS AND STORMWATER MAINTENANCE EASEMENTS STORMWATER MANAGEMENT TRACTS 'A', 'B', 'C', 'D' 'E' AND 'F' AS SHOWN ARE DEDICATED IN PERPETUITY TO AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF CROSS CREEK LAKE ESTATES HOMEOWNERS' ASSOCIATION, INC. FOR THE MANAGEMENT AND STORAGE OF STORMWATERS. STORMWATER MAINTENANCE EASEMENTS AS SHOWN ARE DEDICATED IN PERPETUITY TO AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF CROSS CREEK LAKE ESTATES HOMEOWNERS' ASSOCIATION, INC. TO PERFORM MAINTENANCE ON THE STORMWATER TRACTS. THE CITY OF SEBASTIAN IS GRANTED THE RIGHT, BUT NOT THE OBLIGATION, TO PERFORM EMERGENCY MAINTENANCE ON THE TRACTS. THE INDIAN RIVER COUNTY MOSQUITO CONTROL DISTRICT HAS THE RIGHT OF ENTRY UPON THESE TRACTS FOR THE LIMITED PURPOSES OF INSPECTION, PREVENTION OR TREATMENT OF MOSQUITO INFESTATIONS, -AS ALLOWED BY LAW. 5. EMERGENCY ACCESS TRACT TRACT 'K' AS SHOWN IS DEDICATED TO AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF CROSS CREEK LAKE ESTATES HOMEOWNERS'- ASSOCIATION, INC. FOR EMERGENCY ACCESS TO THE SUBDIVISION AND FOR .ACCESS TO THE SUBDIVISION IN CASE OF AN EMERGENCY BY ALL EMERGENCY PROVIDERS. - 6. LIFT STATION TRACT AND EASEMENT TRACT 'J' AS SHOWN IS HEREBY DEDICATED TO INDIAN RIVER COUNTY FOR CONSTRUCTION AND MAINTENANCE OF SANITARY SEWER FACILITIES. THE LIFT STATION EASEMENT AS SHOWN IS HEREBY DEDICATED TO INDIAN RIVER COUNTY FOR CONSTRUCTION AND MAINTENANCE OF SANITARY SEWER FACILITIES. 7. FUTURE DEVELOPMENT TRACTS TRACTS 'H', 'L', 'M', N, '0', AND 'P' ARE HEREBY RESERVED BY THE DEVELOPER FOR FUTURE DEVELOPMENT. 8. LAKE ACCESS TRACT TRACT '1' AS SHOWN IS DEDICATED TO AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF CROSS CREEK LAKE ESTATES HOMEOWNERS' ASSOCIATION, INC. FOR LAKE ACCESS AND OPEN SPACE FOR USE BY OWNERS OF LOTS IN THIS SUBDIVISION. IN WITNESS WHEREOF, THE ABOVE NAMED CORPORATION HAS CAUSED THESE PRESENTS TO BE SIGNED BY HENRY A. FISCHER, PRESIDENT OF CROSS CREEK LAKE ESTATES INC., A FLORIDA CORPORATION, BY AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS. THIS__^ _DAY OF� --, 2013. BY: WITNESS _- .c� WITNESS HENRY A. FISCHER, PRESIDENT PRINT NAME: pl 0ow, Z> * PRINT UO. ,J=v ,k ACKNOWLEDGMENT TO CERTIFICATE OF DEDICATION, STATE OF FLORIDA, COUNTY OF INDIAN RIVER THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THISj&�DAY OF V__, 2013, BY HENRY A. FISCHER, PRESIDENT OF CROSS CREEK LAKE ESTATES INC., A FLORIDA CORPORATION, ON BEHALF OF THEGPIIPORATION. HE IS PERSONALLY KNOWN TO ME. COMMISSION No. : NOTARY PUBLIC PRINT NAME EXPIRATION DATE : ��• 1q• 1Lk CLERK OF THE CROSS CREEK LAKE CITY OF.., EBASTIAN Cl U, ! YOR SURVEYOR CIRCUIT COURT ESTATES INC. i A PLAT OF CROSS CREEK LAKE ESTATES PLAT ONE INDIAN RIVER COUNTY, FLORIDA, LESS AND EXCEPT THE EAST 35.00 FEET THEREOF, SAID LANDS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SAID SECTION 30, PROCEED NORTH - 89' 43' 26 EAST ALONG THE NORTH LINE OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30 A DISTANCE OF 2622.89 FEET TO A POINT BEING 35.00 FEET WESTERLY OF THE NORTHEAST CORNER OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, AS MEASURED ALONG SAID NORTH LINE; THENCE SOUTH 00' 07' 35" EAST, ALONG A LINE PARALLEL WITH AND 35.00 FEET WESTERLY OF, WHEN MEASURED PERPENDICULAR TO, THE EAST LINE OF SAID NORTHWEST 1/4 OF SECTION 30, A DISTANCE OF 1329.85 FEET TO A POINT ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF -SAID SECTION 30, SAID POINT BEING 35.00 FEET WESTERLY OF THE SOUTHEAST CORNER -OF SAID NORTHWEST 1/4 OF SECTION 30 AS MEASURED ALONG SAID SOUTH LINE; THENCE SOUTH 89' 49' 36" WEST ALONG SAID SOUTH UNE OF THE NORTHWEST 1/4 OF SECTION 30 A DISTANCE OF 2628.50 FEET TO THE SOUTHWEST CORNER OF SAID NORTHWEST 1/4 OF SECTION 30; THENCE NORTH 00' 06' 59" EAST ALONG THE WEST LINE OF SAID NORTHWEST 1/4 OF SECTION 30 A DISTANCE OF 1325.16 FEET TO THE POINT OF BEGINNING. 3120130028811 RECORDED IN THE PUBLIC RECORDS OF JEFFREY R SMITH, CLERK OF COURT INDIAN RIVER COUNTY FL- + BK'26 PG 70 Page 1 of 4 5WO13 9 52 AM BARBER ST. A SUBDIVISION OF THE. SOUTH 1/2, OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 31 SOUTH, DESCRIPTION RANGE 39 EAST, IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 31 SOUTH RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, LESS AND EXCEPT THE EAST 35.00 FEET THEREOF, SAID LANDS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SAID SECTION 30, PROCEED NORTH - 89' 43' 26 EAST ALONG THE NORTH LINE OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30 A DISTANCE OF 2622.89 FEET TO A POINT BEING 35.00 FEET WESTERLY OF THE NORTHEAST CORNER OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, AS MEASURED ALONG SAID NORTH LINE; THENCE SOUTH 00' 07' 35" EAST, ALONG A LINE PARALLEL WITH AND 35.00 FEET WESTERLY OF, WHEN MEASURED PERPENDICULAR TO, THE EAST LINE OF SAID NORTHWEST 1/4 OF SECTION 30, A DISTANCE OF 1329.85 FEET TO A POINT ON THE SOUTH LINE OF THE NORTHWEST 1/4 OF -SAID SECTION 30, SAID POINT BEING 35.00 FEET WESTERLY OF THE SOUTHEAST CORNER -OF SAID NORTHWEST 1/4 OF SECTION 30 AS MEASURED ALONG SAID SOUTH LINE; THENCE SOUTH 89' 49' 36" WEST ALONG SAID SOUTH UNE OF THE NORTHWEST 1/4 OF SECTION 30 A DISTANCE OF 2628.50 FEET TO THE SOUTHWEST CORNER OF SAID NORTHWEST 1/4 OF SECTION 30; THENCE NORTH 00' 06' 59" EAST ALONG THE WEST LINE OF SAID NORTHWEST 1/4 OF SECTION 30 A DISTANCE OF 1325.16 FEET TO THE POINT OF BEGINNING. 3120130028811 RECORDED IN THE PUBLIC RECORDS OF JEFFREY R SMITH, CLERK OF COURT INDIAN RIVER COUNTY FL- + BK'26 PG 70 Page 1 of 4 5WO13 9 52 AM BARBER ST. 70th A UE. SITE 510 85th ST Z AIA Q 1 LOCATION SKETCH (NOT TO SCALE) �O `O SAID PARCEL CONTAINS 80.02 ACRES, MORE OR LESS. CERTIFICATE OF TITLE CERTIFICA STATE OF FLORIDA, COUNTY OF INDIAN RIVER I, WARREN W. DILL, ESQUIRE, OF DILL & EVANS, P.L., HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE OF THE HEREON DESCRIBED PROPERTY, AND I FIND THAT THE LANDS AS DESCRIBED AND SHOWN ON THIS PLAT ARE IN THE NAME OF, AND APPARENT RECORD TITLE IS HELD BY CROSS CREEK -LAKE ESTATES INC., A FLORIDA CORPORATION, AND THAT ALL TAXES HAVE BEEN PAID ON SAID PROPERTY AS REQUIRED BY SECTION 197.192, FLORIDA STATUTES AS AMENDED, AND THAT MORTGAGES, LIENS OR OTHER ENCUMBRANCES ARE AS FOLLOWS: 1. MORTGAGE TO MARINE BANK AND TRUST RECORDED IN O.R. BOOK 2120, PAGE 909, O.R. BOOK 2318, PAGE 1665, O.R. BOOK 2357, PAGE 1673, O.R. BOOK 2363, PAGE 2351, O.R. BOOK 2369, PAGE 1161 AND O.R. BOOK 2632, PAGE 2086, 2. COLLATERAL ASSIGNMENT OF LEASES, RENTS AND PROFITS RECORDED IN O.R. BOOK 2120, PAGE 922. 3. UCC/FINANCING STATEMENT RECORDED IN O.R. BOOK 2120, PAGE 927, CONTINUATION RECORDED IN O.R. BOOK 2512, PAGE 1055. 4. DECLARATIONS OF COVENANTS AND RESTRICTIONS ON LAND RECORDED IN O.R. BOOK 1749, PAGE 400. 5. CROSS ACCESS EASEMENT RECORDED IN O.R. BOOK 2571, PAGE 1361. 6. JOINT DRAINAGE AND UTILITY EASEMENT RECORDED IN O.R. BOOK 2571, PAGE 1331. 7. ACCESS AND USE AGREEMENT RECORDED IN O.R. BOOK 2571, PAGE 1371. ALL OF THE ABOVE INSTRUMENTS RECORDED IN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. THIS SEARCH IS UP TO AND INCLUDING MARCH 12, 2013. WARREN W. DILL, ESQUIREAT CERTIFICATE OF SURVEYOR - KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING A DULY LICENSED AND REGISTERED LAND SURVEYOR, DOES HEREBY CERTIFY THAT ON OCTOBER 15, 2012 HE COMPLETED THE SURVEY OF THE LANDS AS SHOWN IN THE FOREGOING PLAT; THAT SAID PLAT WAS PREPARED UNDER HIS DIRECTION AND SUPERVISION AND THAT THE PLAT COMPLIES WITH ALL THE SURVEY REQUIREMENTS OF PART 1, CHAPTER 177, FLORIDA STATUTES; THAT SAID PLAT IS A CORRECT REPRESENTATION OF THE LANDS THEREIN DESCRIBED AND PLATTED OR SUBDIVIDED; THAT PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS AND LOT CORNERS HAVE BEEN SET AS SHOWN THEREON AS REQUIRED BY CHAPTER 177, FLORIDA STATUTES AND ARTICLE XIX, SUBDIVISION, LAND DEVELOPMENT CODE, CITY OF SEBASTIAN; AND THAT SAID LAND IS LOCATED IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA. WILLIAM B. ZENTZ, P.L.S. – 4jFESSIONAL LAND SURVEYOR DATE REGISTRATION No. 5276, STATE OF FLORIDA WILLIAM B. ZENTZ & ASSOCIATES, INC. – 684 OLD DIXIE HIGHWAY VERO BEACH, FL 32962 (772) 567-7552 LB No. 6840 CITY SURVEYOR'S CERTIFICATE THIS PLAT OF CROSS CREEK LAKE ESTATES PLAT ONE HAS BEEN REVIEWED BY THE UNDERSIGNED PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY THE CITY OF SEBASTIAN, WHO HEREBY CERTIFIES THAT THIS PLAT CONFORMS TO THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES. -61 DAVID M. JONES, FLORlP5k PROFESSIONAL LAND SURVEYOR, CERTIFICATE No. 3509 DATE: "ZONING: RS --10 LAND USE: RES TR. ,ep I )`EARLING TRAM TRACT 'M' 1 TR.'D' TRACT 'L' THIS PLAT SHEET 4 TRACT 'N' ZONING: RS -10 i ZONING: RS -10 B'USE: LDR TRACTI 'a' SHEET 3 INDEX/ZONING MAP 1 "=300' TR.'B' TRACT '0' LIFT 6TATION EASEMENT LK. 1 11 10 9 8 TR.'E' 1 N TRACT 2 m TRACT 'J' 3 5 4 TRACT 'A' SHEET 2 TRACT 'F'-� r� TRACT 'K' LAND USE: RES w U Q r� V) Lu 0c w rn 0 0 o z 0 N PLAT BOOK � r PAGE DOCKET No. THIS INSTRUMENT PREPARED BY: WILLIAM B. ZENTZ PROFESSIONAL LAND SURVEYOR #5276 WILLIAM B. ZENTZ & ASSOCIATES, INC. 684 OLD DIXIE HIGHWAY VERO BEACH, FL 32962 LICENSED BUSINESS (LB) #6840 (772) 567--7552 . E OF APPROVAL AND ACCEPTANCE BY CITY COUNCIL THIS IS TO CERTIFY THAT ON .MLAtr�LO(3 N_ THIS PLAT WAS APPROVED BY THE CITY OF SEBASTIAN CITY COUN A D THE EASEMENTS DEDICATED TO TH TY RE C D. MAYOR /ae�lrW_J(� _— CITY ENGINEER ��� BOB McPARTLAN FRANK WATANABE, P.E., NEEL-SCHAFFER CITY CLERK �l.C. )It CITY ATTORNEY _�_� SA A. MAID ROBERT A. GINSBUR (ATTEST TO MAYORS SIGNATURE) CLERK'S CERTIFICATION STATE OF FLORIDA, COUNTY OF INDIAN RIVER 1, CLERK OF CIRCUIT COURT OF INDIAN RIVER COUNTY, FLORIDA, DO HEREBY CERTIFY THAT I HAVE - EXAMINED THIS PLAT OF CROSS CREEK LAKE ESTATES PLAT ONE, AND THAT IT COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177 OF THE LAWS OF FLORIDA, THIS PLAT WAS FILED FOR RECORD THIS_�TA! DAY OF_�AY-_, 2013, AND RECORDED ON PAGE_10-_ OF PLAT BOOK._ IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY, FLORIDA. JEFFREY R. SMITH, CLERK OF COURT BY: 'eat DATE: DEPUTY CLERK OF CIRCUIT COURT, INDIAN RIVER COUNTY,. FLORIDA MORTGAGEE'S CONSENT STATE OF FLORIDA COUNTY OF INDIAN RIVER THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF A MORTGAGE 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, LIENS OR OTHER ENCUMBRANCES WHICH ARE RECORDED IN OFFICIAL RECORDS BOOK 2120, PAGE 909, O.R. BOOK 2318, PAGE 1665, O.R. BOOK 2357, PAGE 1673, O.R. BOOK 2363, PAGE 2351, O.R. BOOK 2369, PAGE 116'1, O.R. BOOK 2632, PAGE 2086, O.R. BOOK 2120, PAGE 922 AND O.R. BOOK 2120, PAGE 927 WITH CONTINUATION IN O.R. BOOK 2512, PAGE 1055, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA SHALL BE SUBORDINATED TO THE DEDICATION SHOWN HEREON. IN WITNESS WHEREOF, THE SAID BANK HAS CAUSED THE PRESENTS TO BE SIGNED BY ITS _ V..t-_ __ AND ITS CORPORATE SEAL TO BE AFFIXED H REON BY AND WITH THE AUTHORITY OF ITS BOARD OF DIRECTORS THIS , �9____ DAY OF _ �— ._._, 2013. MARINE BANK AND TRUST COMPANY - BY _ __ PRINT NAME __B �L�9.t� �" •'° �e/'�- _____ THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS_ _DAY OF_-�- 7-- 2013 BY _ �' F _ �OF MARINE BANK AND TRUST COMPANY ON BEHALF OF THE -.� BANK. HE IS P ME OR HAS PRODUCED _ yAS IDENTIFICATION. NOTARY PUBLIC _ PRINT NAME COMMISSION No. _ �_ 1'i'?!53 EXPIRATION DATE NOTICES: 1. THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL DEPICTION THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. 2. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 3. NO CONSTRUCTION, TREES OR SHRUBS WILL BE PLACED IN EASEMENTS WITHOUT CITY OF SEBASTIAN APPROVAL. 4. ROUTINE MAINTENANCE (E.G. MOWING, ETC.) OF EASEMENTS SHALL BE THE RESPONSIBILITY OF THE LOT/PROPERTY OWNER(S) AND NOT THE CITY OF SEBASTIAN. 5. PROPERTY OWNERS ARE PROHIBITED FROM PLANTING ANY CARIBBEAN FRUIT FLY AND CITRUS GREENING HOST PLANTS AS SPECIFIED HEREON AND ARE REQUIRED TO REMOVE SAME IF ANY EXISTS: CATTLEY GUAVA, COMMON GUAVA, LOQUAT, ROSE APPLE, SURINAM CHERRY, CHINESE BOX ORANGE AND ORANGE JASMINE. 6. DECLARATION OF CONDITIONS, COVENANTS, EASEMENTS AND RESTRICTIONS AFFECTING THE OWNERSHIP OR USE OF THE PROPERTY SHOWN IN THIS PLAT ARE FILED IN OFFICIAL RECORDS BOOK2"- , PAGE.Ll 4, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. MARINE _BANK : & TRUST DATE OF PREPARATION: DECEMBER 12, 2012 040!DATE • REVISION i-4, -8: -1,3-- REVISE PER COMMENTS NEW TRACT I SHEET 4/26/13 REVISE PER COMMENTS - �. OF SHEETS NOTICE LINE (4"x4"CONCRETE MONUMENT WITH MAG NAIL & "PRM 'E' A PLAT OF OVERALL R=250.00' , BRASS DISK STAMPED WBZ LB 6840") P.C.=POINT OF CURVATURE THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND CRO CREEK LAKE E TATE PLAT ONE WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY A---90'03'35" L=79.80' GPS -110 o ° MANAGEMENT OFFSET DUE TO SANITARY MANHOLE ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. �° r o =SLOT CORNER - SET 5/8"IRON ROD WITH CAP 12.36' THIS INSTRUMENT PREPARED BY: STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83/90 DATUM, BASED WBZ ASSOC. LB 6840 NOTICE _ _ -. WILLIAM B. ZENTZ A SUBDIVISION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 31 SOUTH, MONUMENTED LINE OF REFERENCE IS THE WEST LINE OF THE SOUTH 1/2 P.0.8.=POINT OF BEGINNING S.M.E.=STORMWATER MAINTENANCE EASEMENT THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON OF THE NORTHWEST 1/4 OF SECTION 30-31-39, HAVING A GRID BEARING RANGE 39 EAST, IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA N00'16'34"W B.M.=ELEVATION BENCHMARK THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. VERO BEACH, FL 32962 2. SURVEY SITE LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP C.M.=CONCRETE MONUMENT, NO I.D. (R)=RADIAL LICENSED BUSINESS (LB) #6840 �o. 12061C01i3H DATED DECEMBER 4, 2012. 145.00 WIT.)=WITNESS o � o Cd P-- O.R.B.=OFFICIAL RECORDS BOOK (M)=MEASURED S.E. COR. OF N.W. 1/4 SECTION 30-31-39 PK/D=PK NAIL W/DISK IN . COR. OF S. 1/2 OF N.W. 1/4 o 0 N29036'54"E C11 125.00' w m o SECTION 30-31-39 MAINTENANCE R/W (P.B.I. 21, PGS. 10 & 11) BLOCK 437, SEBASTIAN HIGHLANDS UNIT 17 - P.B ! 8 , PG. 46 , 46A -46P N 1244347.850 PRM IN 827486.795 N00616'34"W � a N Lu ° 86.18'' io - 145.00' Q 04 15 14 13 101.25' 12 11 ` 10 9 8 7 6 5 1 4 3 2 1 E. LINE OF N. W. 1/4 SECTION 30-31-39 S00'07'35"E N 00'07'35" W i 201.98' g 0 70th AVENUE 1329.92 0.- 2678.22' M PCP S00'07'35"E 35' F.P.&L. R/W O.R.B.(521, PG 406 R/W TO INDIAN RIVER COUNTY - O.R.B. __._._, PG. --_ M GPS -109 ` 55.00' 49.00' N00'07 35 W 383.98 L12 S00'07 35 E 10' U.E. 781.87 L4 1-0 pj LO TRACT 'F' o (n v� 1 N 1245858.377 � SEE DETAIL "A" STORMWATER j} E 829261.295 , rn rn w =� z L7 �W �� PCP N00'12'59"W YEARLING TRAIL N 446.10' PCP MANAGEMENT 38.06 co �n cfl , PUBLISHED ri oo N N TRACT H � �9 �'`� ce lo n Y I � 0 T � o U G�`l. (50' R/W) (PRIVATE) 04 9 N 00 0 N z ►o cn RESERVED FOR FUTURE DEVELOPMENTC w U z M N M � r Q ,�`5 446.10' �° N< 0 Z z C; N 000 z U- w �' !') u= uj I oN z w ;..- 10' U.E. �'.o °' v Y `'4d- 10' U.E. PCP w w � ►� o TRACT 'P' 00 CDLn en N ' 3a- LO RESERVED FOR Z U L1 0 a � G�� o '�? FUTURE DEVELOPMENT C2 v cn N �� N 1` L2d- PCP NOO'14'26"W 411.48' PCP G °' do c3 PCP �z to�O co'^ N O N C-4 0000 C55 ��' PCP _ _ �- w ti GO' 119.98 241.46 TRACT 'I' LAKE ACCESS/OPEN SPACE S00 -12'59"E 306.97 o 10' U.E. o N 41 L m co °' SOO'12 59"E 265.09 R=250.00' �° �ry TRACT 'P' o Ln 55' 25' 4=18'17'16" S •o o \ R--100 00 L=79.80' 710th AVENUE L12 J L10 �-- L16 L17 L7 <d, 15, TRACT 'J' LIFT STATION G 9 Lo s -TRACT 'H' v � RESERVED FOR vi A-=45'00'00" �3r FUTURE n �v L-78'54' poly 16.83' DEVELOPMENT 0 S00'07 35 E FND. 1/2 "IR/C R=100.00' "LB 7545'° 4--44'54'37" L=78.38' GRAPHIC SCALE • 0 30 60 120 240 C9 Co ° - CD z OVERALL DETAIL "A" (5 � IN FEET 1 inch = 60 ft. 0 Z V " C21 = 0.00 ,� 10' STORMWATER 1 "=30' ,J�' v' N00'1fi 34 W A-_90 0000 MAINTENANCE EASEMENT Q 147.63' L=78.54 o z NOO'16'34"W 271.07' J w z o i ccs 10 o,TRACT > A > C24 OVERALL Q 'f' N00'16'34"W �, " M o R=191:00; STORMWATER N v 11x.11, �� N g 3 ;� 0 4=1800000 MANAGEMENT m 00 3 ��o 2 w .� ,�• L=600.04 W co o BLOCK LINE Q, ° ►�� " CHD=382.00' iN vi� _ z ;N 22.06' 4 CB= N 89'43' 26"E 11 N 00 BLOCK 2 00 N d: p� to z v ? pp? , S 110.00' z 1 1 '� � 2.00, S00'16'34"E(R) - PCP SO0'16'34"E RA i JNGS PA TH N 491.07 135.00' MATCH LINE 50' R/W (PRIVATE) N PCP 5 0 T 3 T R A C 7 /� �- y { IIT.) S E E S H E E /' LEGEND. - TRACT `L* � 5 ( PRM n =SET PERMANENT REFERENCE MONUMENT I.P.=IRON PIPE, NO I.D. b LINE (4"x4"CONCRETE MONUMENT WITH MAG NAIL & "PRM 'E' L1 OVERALL R=250.00' , BRASS DISK STAMPED WBZ LB 6840") P.C.=POINT OF CURVATURE N00'07'35"W �. TRACT PCPo =SET PERMANENT CONTROL POINT (MAG NAIL "PCP R=50.00' 4=18'17'16" 6.04' L4 & BRASS DISK STAMPED WBZ LB 6840") PCP o STORMWATER L5 A---90'03'35" L=79.80' GPS -110 o ° MANAGEMENT OFFSET DUE TO SANITARY MANHOLE L=78,59' N 1245863.247 E 827061.074 �° r o =SLOT CORNER - SET 5/8"IRON ROD WITH CAP 12.36' THIS INSTRUMENT PREPARED BY: STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83/90 DATUM, BASED WBZ ASSOC. LB 6840 R=RADIUS A --CENTRAL ANGLE _ _ -. WILLIAM B. ZENTZ ON FIELD TRAVERSE FROM GPS 109 AND GPS 110 CONTROL STATIONS. P.B.I.=PLAT BOOK INDIAN RIVER COUNTY RECORDS L=ARC LENGTH PUBLISHED MONUMENTED LINE OF REFERENCE IS THE WEST LINE OF THE SOUTH 1/2 P.0.8.=POINT OF BEGINNING S.M.E.=STORMWATER MAINTENANCE EASEMENT CHD=CHORD WILLIAM 8. ZENTZ & ASSOCIATES, INC. OF THE NORTHWEST 1/4 OF SECTION 30-31-39, HAVING A GRID BEARING , NAVD 88=NORTH AMERICAN VERTICAL DATUM OF 1988 Q' 684 OLD DIXIE HIGHWAY N00'16'34"W B.M.=ELEVATION BENCHMARK (NR) =NON --RADIAL VERO BEACH, FL 32962 2. SURVEY SITE LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP C.M.=CONCRETE MONUMENT, NO I.D. (R)=RADIAL LICENSED BUSINESS (LB) #6840 �o. 12061C01i3H DATED DECEMBER 4, 2012. 145.00 WIT.)=WITNESS o � o Cd P-- O.R.B.=OFFICIAL RECORDS BOOK (M)=MEASURED N29'36'54"E C10 PK/D=PK NAIL W/DISK w o 0 N29036'54"E C11 125.00' w �- 0 8 ti N33'08'08"W C12 `L 65'50'18" 114.91' N00616'34"W � a N Lu ° 86.18'' io - 145.00' C14 125.00' 47046'55" 104.24' 101.25' N24'06'26"W C15 cLd- 18'0324" 39.39' 39.23' N57001'35"W C16 L=79.80' 710th AVENUE L12 J L10 �-- L16 L17 L7 <d, 15, TRACT 'J' LIFT STATION G 9 Lo s -TRACT 'H' v � RESERVED FOR vi A-=45'00'00" �3r FUTURE n �v L-78'54' poly 16.83' DEVELOPMENT 0 S00'07 35 E FND. 1/2 "IR/C R=100.00' "LB 7545'° 4--44'54'37" L=78.38' GRAPHIC SCALE • 0 30 60 120 240 C9 Co ° - CD z OVERALL DETAIL "A" (5 � IN FEET 1 inch = 60 ft. 0 Z V " C21 = 0.00 ,� 10' STORMWATER 1 "=30' ,J�' v' N00'1fi 34 W A-_90 0000 MAINTENANCE EASEMENT Q 147.63' L=78.54 o z NOO'16'34"W 271.07' J w z o i ccs 10 o,TRACT > A > C24 OVERALL Q 'f' N00'16'34"W �, " M o R=191:00; STORMWATER N v 11x.11, �� N g 3 ;� 0 4=1800000 MANAGEMENT m 00 3 ��o 2 w .� ,�• L=600.04 W co o BLOCK LINE Q, ° ►�� " CHD=382.00' iN vi� _ z ;N 22.06' 4 CB= N 89'43' 26"E 11 N 00 BLOCK 2 00 N d: p� to z v ? pp? , S 110.00' z 1 1 '� � 2.00, S00'16'34"E(R) - PCP SO0'16'34"E RA i JNGS PA TH N 491.07 135.00' MATCH LINE 50' R/W (PRIVATE) N PCP 5 0 T 3 T R A C 7 /� �- y { IIT.) S E E S H E E /' LEGEND. - TRACT `L* � 5 ( PRM n =SET PERMANENT REFERENCE MONUMENT I.P.=IRON PIPE, NO I.D. b FND. PRM - "LB 7545" TRACT LINE (4"x4"CONCRETE MONUMENT WITH MAG NAIL & "PRM I.R.=IRON ROD, NO I.D. L1 0 BRASS DISK STAMPED WBZ LB 6840") P.C.=POINT OF CURVATURE N00'07'35"W L PCPo =SET PERMANENT CONTROL POINT (MAG NAIL "PCP P.T.=POINT OF TANGENCY 6.04' L4 & BRASS DISK STAMPED WBZ LB 6840") PCP U.E.=UTILITY EASEMENT L5 SURVEYORS NOTES: =SET PCP WITH WITNESS STAMP AT NOTED (W D.E =DRAINAGE EASEMENT o 30.00' OFFSET DUE TO SANITARY MANHOLE R W=RIGHT OF WAY / 12.07' 1. BEARINGS AND COORDINATES SHOWN HEREON ARE REFERENCED TO THE FLORIDA o =SLOT CORNER - SET 5/8"IRON ROD WITH CAP 12.36' THIS INSTRUMENT PREPARED BY: STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83/90 DATUM, BASED WBZ ASSOC. LB 6840 R=RADIUS A --CENTRAL ANGLE _ _ -. WILLIAM B. ZENTZ ON FIELD TRAVERSE FROM GPS 109 AND GPS 110 CONTROL STATIONS. P.B.I.=PLAT BOOK INDIAN RIVER COUNTY RECORDS L=ARC LENGTH PROFESSIONAL LAND SURVEYOR #5276 MONUMENTED LINE OF REFERENCE IS THE WEST LINE OF THE SOUTH 1/2 P.0.8.=POINT OF BEGINNING S.M.E.=STORMWATER MAINTENANCE EASEMENT CHD=CHORD WILLIAM 8. ZENTZ & ASSOCIATES, INC. OF THE NORTHWEST 1/4 OF SECTION 30-31-39, HAVING A GRID BEARING , NAVD 88=NORTH AMERICAN VERTICAL DATUM OF 1988 C.B.=CHORD BEARING 684 OLD DIXIE HIGHWAY OF NORTH 00'06'59" EAST. B.M.=ELEVATION BENCHMARK (NR) =NON --RADIAL VERO BEACH, FL 32962 2. SURVEY SITE LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP C.M.=CONCRETE MONUMENT, NO I.D. (R)=RADIAL LICENSED BUSINESS (LB) #6840 �o. 12061C01i3H DATED DECEMBER 4, 2012. CCR=CERTIFIED CORNER RECORD WIT.)=WITNESS (772) 567-7552 59'39'45" O.R.B.=OFFICIAL RECORDS BOOK (M)=MEASURED N29'36'54"E C10 PK/D=PK NAIL W/DISK FND.=FOUND FND. PRM - "LB 7545" TRACT PLAT BOOK 2� PAGE 71 DOCKET No. Jzo O? Ulu,II LINE TABLE LINE BEARING LENGTH L1 NOO'07'35"W 6.00' L2 N00'07'35"W 6.02' L3 N00'07'35"W 6.04' L4 NOO*07'35"W 20.00' L5 N89'47'01 "E 42.07' L6 o 30.00' • S89'47'01 "W 12.07' L8 N62*41'04"E 12.36' V N42'00'07"E 30.94' L10 S00'07'35"E 40.00' L11 N89'47'01 "E " L12 N00'07'35"W 40.00' L13 � 76.01' o N62'41'04"E 59.60' L15 562'41'04"W 33.68' L16 S00007'35"E 16.96' L17 SOO'07'35"E 16.86' C9 C.3 59'39'45" 130.16' 124.36' N29'36'54"E C10 100.00' Q 104.13' 99.49' N29036'54"E C11 125.00' 65'50'18" 143.64' J N33'08'08"W C12 � 65'50'18" 114.91' 108.69' � a 75.00' 65050'18" 86.18'' z N33008'08"W C14 125.00' 47046'55" 104.24' 101.25' N24'06'26"W C15 125.00' 18'0324" 39.39' 39.23' N57001'35"W C16 175.00' 65648'50" PLAT BOOK 2� PAGE 71 DOCKET No. Jzo O? Ulu,II LINE TABLE LINE BEARING LENGTH L1 NOO'07'35"W 6.00' L2 N00'07'35"W 6.02' L3 N00'07'35"W 6.04' L4 NOO*07'35"W 20.00' L5 N89'47'01 "E 42.07' L6 S89'47'01 "W 30.00' L7 - S89'47'01 "W 12.07' L8 N62*41'04"E 12.36' L9 N42'00'07"E 30.94' L10 S00'07'35"E 40.00' L11 N89'47'01 "E 30.00' L12 N00'07'35"W 40.00' L13 N62'41'04"E 76.01' L14 N62'41'04"E 59.60' L15 562'41'04"W 33.68' L16 S00007'35"E 16.96' L17 SOO'07'35"E 16.86' CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BRG. C1 115.00' 5934'22" 119.57' 114.26' S29'39'36"W C2 140.00' 59'3422" 145.56' 139.09' S29'39'36"W C3 165.00' 59'3422" 171.56' 163.93' S29039'36"W C4 165.00' 35'59'03" 103.63' 101.93' S17'51'56"W C5 165.00' 23'35'19" 67.93' 67.45' S47'39'07"W Cfi 1115.00' 6'59'36" 14.04' 14.03' S03 -22'13"W C7 115.00' 52'34'46" 105.53' 101.87' S33'09'23"W C8 150.00' 59'3945" 156.20' 149.23' N29'36'54"E C9 125.00' 59'39'45" 130.16' 124.36' N29'36'54"E C10 100.00' 5939'45" 104.13' 99.49' N29036'54"E C11 125.00' 65'50'18" 143.64' 135.86' N33'08'08"W C12 100.00' 65'50'18" 114.91' 108.69' N33'08'08"W C13 75.00' 65050'18" 86.18'' 81.52' N33008'08"W C14 125.00' 47046'55" 104.24' 101.25' N24'06'26"W C15 125.00' 18'0324" 39.39' 39.23' N57001'35"W C16 175.00' 65648'50" 86.15' 81.49' S33008520E C17 100.00' 65'48'50" 114.87' 108.66' S33'08'52"E C1.8_.125.00'_ .65'48_50" _ 1.43.58'_ 135.82' S33'08'52"E C19 121.00' 89'57'52" 32.97' 29.69' S44044'30"W C20 25.00' 90'02'08" 39.29' 35.37' N45015'30"W C21 50.00' 18'3937" 16.28' 16.21' 580'23'38"W C22 50.00' 26'31'55" 23.15' 22.95' S57'4752"W C23 50.00' 34'54'55" 30.47' 30.00' S27'04'27"W C24 50.00' 9'53'34" 8.63' 8.62' SO4'40'13"W C25 25.00' 90'00'00" 39.27' 35.36' S44'43'26 "W C26 25.00' 51'52'55" 22.64' 21.87' S26'13'02"E C27 56.00' 283'45'50' 277.35' 69.14' N89'43'26"E C28 56.00' 67'23'56" 65.87' 62.14' N18'27'31 "W C29 56.00' 74'28'59" 72.80' 67.78' N52'28'57"E C30 191.00' 15'31'01 " 51.73' 51.57' N 07'28'57"E C31 191.00' 74'28'59" 248.29' 231.17' N52028'57"E C32 125.00' 5'2739" 11.91' 11.91' N50'43'43"W C33 125.00' 7'57'19" 17.36' 17.34' N57426'1 2"W C34 11125.00' 443826" 10.12' 10.12' N63'44'04"W C53 75.00' 22'08'48" 28.99' 28.81' N54'5853"W C54 75.00'43'41'31" 57.19; N22'03'44"W C55 250.00, 5 08 00 55.82' 22.40 22.39 S15'56'1 5 E C56 1250.00'113'09'16" 157.40'157.27' 1 S06'47'37"E DATE OF PREPARATION: DECEMBER 12, 2012 GATE REVISION SHEET 4/8/1,3 REVISE PER COMMENTS, NEW TRACT I 4/26/13 REVISE PER COMMENTS 2 OF 4 SHEETS I BL O K I CROSS CREEK LAKE ESTATES PLAT ONE �----� A SUBDIVISION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 31 SOUTH, RANGE 39 EAST, IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA 4 PCP 200' SEE SHEET 2 TRACT "A" (WIT.) 491.07 135.00 MATCH LINE NOO'00'50' SOO'16'34"E(R) i G�� 3: 22.06' 5 N 0 G �N rn V N N O BL 0 CK 2 251.07' - 10' STORMWATER MAINTENANCE EASEMENT 251.07' j ,m PCP - CAN ',01 TRACT 'L' DELTA 0) � RESERVED FOR o I V) BL 0 CEc` 2 Z 10' U.E. r z TRACT 'L' 2 Q R=25.00' 4=90'00'00" l o o L=39.27' 10' U.E. � Z_ 00 •� 00 00 377.35 N o U-) 0aj, FUTURE DEVELOPMENT 25.00' All R=100.00' "LB 7545" 21.87' C) STORMWATER r'u�� •s RA KINGS PA TN N 51.73' 51.57' N C40 ►Nn MANAGEMENT pCp PCP S00'16 34 50' R/W (PRIVATE) N �� CB=N55 25 01 W c� 13'21'28" Ln N 11.63' N83'35'50"W C42 LO 22'46'28" ::a' 19.74' N11'39'48"W C43 PCP - ►1? d - 355.29 Acco= 48.54' 00rn LO j W 9'09'02" ui N 00 Cr w C45 V' co N FND. "LB a w SOO'16'34"E 135.64 C44 LIFT STATION OVERALL 10' STORMWATER R=50.00 MAINTENANCE EASEMENT PCP 90'17'23" 10' U.E. 7R=25.00' ;t a' C47 00 TRACT 'M' I x=90000'00" F-- L18 ( Q w 67*36'48" V w RESERVED FOR `'' N L=78.54' 56.00' 141'52'55" 138.67' 105.86' L_-90'00'00" FUTURE o 56.00' Il41'52'55" f� 105.86' N70'49'28"W v3 d- r- DEVELOPMENT a; L=39.27' TRACT 'L' S44'55'13"W rn N "v� 00 W � 0 q RESERVED FOR vi rn r- M c6 MANAGEMENT FUTURE DEVELOPMENT ao rn N u N (R) '" N MATCH LINE N 0 S13'04rAj! 0 V) 500'10'24"E 175.00 4 to N PCP � O r o NOO'16'34"WS00'1 6'34"E 126.57 N \OVERALL 0 20'D.E, R=50.00 N x=90.00,00" w L=78.54 z > C -q Q � LO 04 165.00' z LO Q Ci N O00 o R = A-90.00 00 M L=78.54' m o N00.16'34"W 4 � Ir I Cd a0 CL CL I 55' 25' CROSS CREEK LAKE ESTATES PLAT ONE �----� A SUBDIVISION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 31 SOUTH, RANGE 39 EAST, IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA 4 PCP 200' SEE SHEET 2 TRACT "A" (WIT.) 491.07 135.00 MATCH LINE NOO'00'50' SOO'16'34"E(R) i G�� 3: 22.06' 5 N 0 G �N rn V N N O BL 0 CK 2 251.07' - 10' STORMWATER MAINTENANCE EASEMENT 251.07' j ,m PCP - CAN Li TRACT 'L' DELTA 0) � RESERVED FOR o 0 V) � a FUTURE DEVELOPMENT � Z 10' U.E. r z TRACT 'L' 2 Q R=25.00' 4=90'00'00" R=25.00' x=51'52'55" o o L=39.27' 10' U.E. L=22.64' 00 •� 00 00 377.35 N o U-) 0aj, FUTURE DEVELOPMENT 25.00' All OPY PA 7N . N PCP S00'16'34"E491.07' 50 R/W (PRIVATE) N r- 110.00 267.35 r w ' U.E. o R=25.00' N i10n 4--51052'55" _-1 x=90 0000 V) 0 L=22.64' TRACT 'M' THIS INSTRUMENT PREPARED BY: WILLIAM B. ZENTZ PROFESSIONAL LAND SURVEYOR #5276 WILLIAM B. ZENTZ & ASSOCIATES, INC. 684 OLD DIXIE HIGHWAY VERO BEACH, FL 32962 LICENSED BUSINESS (LB) #6840 (772) 567--7552 R=56.00' x=283'45'50" L=277.35' CHD=69.14' CB=N39'43'26"E OVERALL R=191.00' x+180000'00" L=600.04' CHD=382.00' CB=N89'43'26"E GRAPHIC SCALE 0 30 60 120 240 ( IN FEET) 1 Inch = 60 ft. TRACT 'A' STORMWATER MANAGEMENT `OVERALL R=191.00' x=180.00'00" L=600.04' CHD=382.00' CB=N89'43'26"E 11 Li FND. PRM --� DELTA PRM CHORD rn 0 Li 283'45'50' R=50.00' - � N89'43'26"E 10' U.E. r z TRACT 'L' (0N r .�' L=78.68' 0 o 74'2859" r '- RESERVED FOR 1 S53'02'05"E 00 00 56.00' N o TRACT 'D' 0aj, FUTURE DEVELOPMENT 25.00' z R=100.00' "LB 7545" 21.87' C) STORMWATER r'u�� •s C42 51.73' 51.57' N C40 ►Nn MANAGEMENT CHD=114.02' f PCP N38'35'50"W C41 �� CB=N55 25 01 W c� 13'21'28" 11.66' 11.63' N83'35'50"W C42 LO 22'46'28" ::a' 19.74' N11'39'48"W C43 PCP - ►1? d - SOO'16'34'E 281.07' Acco= 48.54' 00rn LO j W 9'09'02" ui N 00 Cr w C45 V' co N FND. "LB a w SOO'16'34"E 135.64 C44 LIFT STATION OVERALL 10' STORMWATER R=50.00 MAINTENANCE EASEMENT PCP 90'17'23" o L20 EASEMENT ;t a' C47 O w TRACT 'M' CO x=90000'00" F-- L18 ( Q w 67*36'48" V w RESERVED FOR `'' N L=78.54' 56.00' 141'52'55" 138.67' 105.86' N71'03'27"E FUTURE o 56.00' Il41'52'55" 138.67' 105.86' N70'49'28"W v3 d- r- DEVELOPMENT a; co z 70.47' S44'55'13"W rn TRACT 'B' Z 0 vi rn r- M MANAGEMENT w CD ao rn r N MATCH LINE TRACT 'M' THIS INSTRUMENT PREPARED BY: WILLIAM B. ZENTZ PROFESSIONAL LAND SURVEYOR #5276 WILLIAM B. ZENTZ & ASSOCIATES, INC. 684 OLD DIXIE HIGHWAY VERO BEACH, FL 32962 LICENSED BUSINESS (LB) #6840 (772) 567--7552 R=56.00' x=283'45'50" L=277.35' CHD=69.14' CB=N39'43'26"E OVERALL R=191.00' x+180000'00" L=600.04' CHD=382.00' CB=N89'43'26"E GRAPHIC SCALE 0 30 60 120 240 ( IN FEET) 1 Inch = 60 ft. TRACT 'A' STORMWATER MANAGEMENT `OVERALL R=191.00' x=180.00'00" L=600.04' CHD=382.00' CB=N89'43'26"E 11 00 r - w Q r `- 25' 40' 175.00 CURVE FND. PRM --� DELTA PRM CHORD "LB 7545" C27 Li 283'45'50' R=50.00' - � N89'43'26"E � 04 x=90'09'33" o 72.80' 67.78' L=78.68' C36 191.00' 74'2859" r 231.17' 1 S53'02'05"E C37 56.00' 6723'56" 65.87' 62.14' FND. PRM N 25.00' 51'52'55" R=100.00' "LB 7545" 21.87' C) C39 d=69'30'46" 15'31'01 " 51.73' 51.57' L=121.32' C40 ►Nn 76'38'32" CHD=114.02' f PCP N38'35'50"W C41 �� CB=N55 25 01 W c� 13'21'28" 11.66' 11.63' N83'35'50"W C42 50.00' 22'46'28" 1 19.74' N11'39'48"W C43 PCP - ►1? d - co Q M Q Acco= 48.54' Z O L LO j W 9'09'02" ui N 00 Cr w C45 75.00' co N FND. "LB a w J LIFT STATION C46 50.00' 90'17'23" o L20 EASEMENT ;t a' C47 O w 22'23'12" Z 19.41' F-- L18 ( Q w 67*36'48" V w 55.64' S56'1835"W C49 56.00' 141'52'55" 138.67' 105.86' N71'03'27"E r� 00 r - w Q r `- 25' 40' 175.00 TRACT 'N' Zn RESERVED FOR 06FUTURE n DEVELOPMENT TRACT 'N' SURVEYORS NOTES: 1. BEARINGS AND COORDINATES SHOWN HEREON ARE REFERENCED TO THE FLORIDA NOTICE STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83/90 DATUM, BASED THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL ON FIELD TRAVERSE FROM GPS 109 AND GPS 110 CONTROL STATIONS. DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND MONUMENTED LINE OF REFERENCE IS THE WEST LINE OF THE SOUTH 1/2 WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY OF THE NORTHWEST 1/4 OF SECTION 30-31-39, HAVING A GRID BEARING ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. OF NORTH 00006'59"EAST. 2. SURVEY SITE LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAF NOTICE THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON No. 12Q61 CQ113H DATED DECEMBER 4, 2012. THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. LO N d" PRM 7545" PLAT BOOK Z6 PAGE 7z DOCKET No. 3&15w0L511 CURVE TABLE CURVE RADIUS DELTA PRM CHORD CHORD BRG. C27 Li 283'45'50' 277.35' � N89'43'26"E � 56.00' o 72.80' 67.78' S53'02'05'E C36 191.00' 74'2859" 248.29' 231.17' 1 S53'02'05"E C37 56.00' 6723'56" 65.87' 62.14' S17'54'23"W C38 25.00' 51'52'55" 22.64' 21.87' N25'39'53"E C39 181.00' 15'31'01 " 51.73' 51.57' S08'02'05"E C40 50.00' 76'38'32" 66.88' 62.01' N38'35'50"W C41 50.00' 13'21'28" 11.66' 11.63' N83'35'50"W C42 50.00' 22'46'28" 1 19.74' N11'39'48"W C43 50.00' 58'04'30" Acco= 48.54' N52'05'17"W 10' D.E. 50.00' 9'09'02" 7.99' Q N85042'03"W C45 75.00' 62'10'55" Ui J N59'04'56"W C46 50.00' 90'17'23" 78.79' ;t a' C47 S0001O'24"E 175.00 22'23'12" 19.54' 19.41' S11'18'35"W Q Z 67*36'48" 59.00' 55.64' S56'1835"W C49 56.00' 141'52'55" 138.67' 105.86' N71'03'27"E r� 56.00' Il41'52'55" 138.67' 105.86' N70'49'28"W v3 d- 89'36'27" 78.20' 70.47' S44'55'13"W rn TRACT 'B' Z 0 STORMWATER Cd M MANAGEMENT w CD rn o b N vo0i 0 0 V) 500'10'24"E 175.00 PCP TRACT 'N' Zn RESERVED FOR 06FUTURE n DEVELOPMENT TRACT 'N' SURVEYORS NOTES: 1. BEARINGS AND COORDINATES SHOWN HEREON ARE REFERENCED TO THE FLORIDA NOTICE STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83/90 DATUM, BASED THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL ON FIELD TRAVERSE FROM GPS 109 AND GPS 110 CONTROL STATIONS. DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND MONUMENTED LINE OF REFERENCE IS THE WEST LINE OF THE SOUTH 1/2 WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY OF THE NORTHWEST 1/4 OF SECTION 30-31-39, HAVING A GRID BEARING ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. OF NORTH 00006'59"EAST. 2. SURVEY SITE LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAF NOTICE THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON No. 12Q61 CQ113H DATED DECEMBER 4, 2012. THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. LO N d" PRM 7545" PLAT BOOK Z6 PAGE 7z DOCKET No. 3&15w0L511 CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD CHORD BRG. C27 56.00' 283'45'50' 277.35' 69.14' N89'43'26"E C35 56.00' 74'28'59" 72.80' 67.78' S53'02'05'E C36 191.00' 74'2859" 248.29' 231.17' 1 S53'02'05"E C37 56.00' 6723'56" 65.87' 62.14' S17'54'23"W C38 25.00' 51'52'55" 22.64' 21.87' N25'39'53"E C39 181.00' 15'31'01 " 51.73' 51.57' S08'02'05"E C40 50.00' 76'38'32" 66.88' 62.01' N38'35'50"W C41 50.00' 13'21'28" 11.66' 11.63' N83'35'50"W C42 50.00' 22'46'28" 19.87' 19.74' N11'39'48"W C43 50.00' 58'04'30" 50.68' 48.54' N52'05'17"W C44 50.00' 9'09'02" 7.99' 7.98' N85042'03"W C45 75.00' 62'10'55" 81.40' 77.46' N59'04'56"W C46 50.00' 90'17'23" 78.79' 70.89' S45'01'42"E C47 50.00' 22'23'12" 19.54' 19.41' S11'18'35"W C48 50.00' 67*36'48" 59.00' 55.64' S56'1835"W C49 56.00' 141'52'55" 138.67' 105.86' N71'03'27"E C50 56.00' Il41'52'55" 138.67' 105.86' N70'49'28"W C51 J50.00' 89'36'27" 78.20' 70.47' S44'55'13"W LINE TABLE LINE BEARING LENGTH L18 SOO'03'15"W 29.00' L19 S89'49'36"W 25.00' L20 N00'03'15"E 29.00' LEGEND: _ PRM o =SET PERMANENT REFERENCE MONUMENT (4"x4"CONCRETE7 MONUMENT WITH MAG NAIL & BRASS DISK STAMPED "PRM WBZ LB 6840") PCP© =SET PERMANENT CONTROL POINT (MAG NAIL & BRASS DISK STAMPED` "PCP WBZ LB 6840") PCP o =SET PCP WITH WITNESS STAMP AT NOTED (WT.) OFFSET DUE TO SANITARY MANHOLE o =LOT CORNER -- SET 5/8 -IRON ROD WITH CAP WBZ ASSOC. LB 6840 P.B.I.=PLAT BOOK INDIAN RIVER COUNTY RECORDS P.O.B.=POINT OF BEGINNING S.M.E.=STORMWATER MAINTENANCE EASEMENT NAVD'88=NORTH AMERICAN VERTICAL DATUM OF 1988 B.M.=ELEVATION BENCHMARK C.M.=CONCRETE MONUMENT, NO I.D. CCR=CERTIFIED CORNER RECORD O.R.B.=OFFICIAL RECORDS BOOK I.P.=IRON PIPE, NO I.D. I,R.=IRON ROD, NO 1.D. P.C.=POINT OF CURVATURE P.T.=POINT OF TANGENCY PK/D=PK NAIL W/DISK U.E.=UTILITY EASEMENT D.E.=DRAINAGE EASEMENT R/W=RIGHT OF WAY R=RADIUS A --CENTRAL ANGLE L=ARC LENGTH CHD=CHORD C.B.=CHORD BEARING (NR)=NON-RADIAL (R)=RADIAL WIT.)=WITNESS (M)=MEASURED FND.=FOUND DATE OF PREPARATION: DECEMBER 12, 2012 DATE REVISION SHEET 3 OF 4 SHEETS 4/8/13 REVISE PER COMMENTS NEW TRACT I 4/26/13 REVISE PER COMMENTS 0 e 0 4 y N M 'y f 00 00 N N w N N 00 N u-) Z v r L0 Q rn 4 �z 0. 0� a c� CL �} N ao 00 oo I �- Z LL Ca Z z i 00Q �� W 0 �� W j 0 o � J N d- • co 000 V) TRACT 'M w 0 135.00' w x N rq t- 00 z A PLAT OF CROSS CREEK LAKE ESTATES PLAT ONE A SUBDIVISION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 31 SOUTH, RANGE 39 EAST, IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA S E E S H E E T 3 T R A C T A" MATCH LINE GRAPHIC SCALE 0 30 60 120 240 { IN FEET) 1 inch - 60 ft. R=50.00' 6= 89'36 27 L= 78.20' N 00'06' S9'E 0 0 N 3 a LP am m z R=50.00' 6=90100'00" L=78.54' ' W 204.46' is 55' 25' L N R=191.00' 6=180'00'00" L=600.04' CHD=382.00' CB=N00'06'59"E TRACT 'A' STORMWATER MANAGEMENT co 0 O N I. �Iw o0 z (M) R=191.00' w R=191.00' � 7 5• 6=90'00'00" a 6=90'00'00" 7,5' L=300.02 3 w L=300.02' CHD=270.11' 7 w CHD=270.11'(cL C52 CB=N45'06'59"E o z CB=N44'53'01"W N z Z PCP g 0 0 R=25.00' R=25.00' N 6=51'52'55" 25' 25' 6=51'52'55" L=22.64' L=22.64 166.00 C Ldc 166.00' �z 44.a w rn w �00 ;n w Jw ,e > N O�- > W '- U >0 OVERALL DETAIL"B".w= a ¢ uJ wR=So.00 N.T.S. = Q? Q � w fi� 6=90000'00" FRACT 'N' 175.00' z w CL O 0 Z w U o u- 0 w w o 4 ��� o°� , L=78.54 Q S00'06'59"W `'� `�NOO'06'59"E R=50.00rr 101.90L' 6=90'17 23 L=78.79' w o TRACT 'C' 3 , C47 0)0 TRACT M a STORMWATER Ir- r 0 1.Z RESERVED FOR R=25.00' o MANAGEMENT P 00 o o N R=25.00' FUTURE DEVELOPMENT 6=90'00'00" - r� o ML=39.27' 0) R 25.00' 00 T r R=25.00' A --89-36'f7-"- cn 6=90'17'23 N PCP L=39.10' 10 U.E. �=39.2�'00" 10 U.E. I€ a L= 39.40' J 554,37' 171.96' 303.96' Ln �'S� N 604.37' SEE DETAIL "B" PCP ' 525.92; f FND.5/8"I.R. N PCP S00 06 59 W ;� • " � � " " `• 1'130.29' . g5, N YL�ARLING TRAIL 50 R/W (PRIVATE) W LINE F N W. 114 SECT701V 30-31-39 23 N00'06'59 $E N SHAKESPEARE STREET (PUBLIC 25' R/W) --' , 1325.16 1325 25'(P) Law ice. 21 20 19 18 17 1 16 15 14 13 12 11 z f 1 BLOCK 372 26 P.O.B. 1 R=200 00 FND.4"x4"C.M. -- REPLACED WITH PRM BLOCK 376, SEBASTIAN HIGHLANDS UNIT 11 - P.B 1. 7, PG. 56, 56A -56L =42'31'39" N. W. COR. OF S. 1/2 OF N.W. 1/4 SECTION 30 � Q FND.3/4 I.P. -REPLACED WITH PRM 1�-- A42* 45' S. W COR. OF N W. 1/4 SECTION 30 THIS INSTRUMENT PREPARED BY: WILLIAM B. ZENTZ PROFESSIONAL LAND SURVEYOR #5276 WILLIAM B. ZENTZ & ASSOCIATES, INC. 684 OLD DIXIE HIGHWAY VERO BEACH, FL 32962 LICENSED BUSINESS (LB) #6840 (772) 567-7552 i SURVEYORS NOTES: 1. BEARINGS AND COORDINATES SHOWN HEREON ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83/90 DATUM, BASED ON FIELD TRAVERSE FROM GPS 109 AND GPS 110 CONTROL STATIONS. MONUMENTED LINE OF REFERENCE IS THE WEST LINE OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30-31-39, HAVING A GRID BEARING OF NORTH 00'06'59" EAST. 2. SURVEY SITE LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP No. 12061 CO1 13H DATED DECEMBER 4, 2012. PCP CURVE z w DELTA > I W CHORD BRG. CL F� �w 78.79' 70.89' S45'01'42"E C47 LOQ �Q w z w 19.41' S11'18'35"W W c6 Oz O LO N ,► L) Z >`- 56.00' 141'52'55" wn N .- z Z 56.00' a w 105.86' N70'49'28"W w 0 89'36'27" U w W S44'55'13"W C52 56,00' 283'45'50' Qof � 25 �u- Q c�. 0 'T'•^ Z u J L N Lci Cnw 0 w co cD Of u- of w x N rq t- 00 z A PLAT OF CROSS CREEK LAKE ESTATES PLAT ONE A SUBDIVISION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, TOWNSHIP 31 SOUTH, RANGE 39 EAST, IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA S E E S H E E T 3 T R A C T A" MATCH LINE GRAPHIC SCALE 0 30 60 120 240 { IN FEET) 1 inch - 60 ft. R=50.00' 6= 89'36 27 L= 78.20' N 00'06' S9'E 0 0 N 3 a LP am m z R=50.00' 6=90100'00" L=78.54' ' W 204.46' is 55' 25' L N R=191.00' 6=180'00'00" L=600.04' CHD=382.00' CB=N00'06'59"E TRACT 'A' STORMWATER MANAGEMENT co 0 O N I. �Iw o0 z (M) R=191.00' w R=191.00' � 7 5• 6=90'00'00" a 6=90'00'00" 7,5' L=300.02 3 w L=300.02' CHD=270.11' 7 w CHD=270.11'(cL C52 CB=N45'06'59"E o z CB=N44'53'01"W N z Z PCP g 0 0 R=25.00' R=25.00' N 6=51'52'55" 25' 25' 6=51'52'55" L=22.64' L=22.64 166.00 C Ldc 166.00' �z 44.a w rn w �00 ;n w Jw ,e > N O�- > W '- U >0 OVERALL DETAIL"B".w= a ¢ uJ wR=So.00 N.T.S. = Q? Q � w fi� 6=90000'00" FRACT 'N' 175.00' z w CL O 0 Z w U o u- 0 w w o 4 ��� o°� , L=78.54 Q S00'06'59"W `'� `�NOO'06'59"E R=50.00rr 101.90L' 6=90'17 23 L=78.79' w o TRACT 'C' 3 , C47 0)0 TRACT M a STORMWATER Ir- r 0 1.Z RESERVED FOR R=25.00' o MANAGEMENT P 00 o o N R=25.00' FUTURE DEVELOPMENT 6=90'00'00" - r� o ML=39.27' 0) R 25.00' 00 T r R=25.00' A --89-36'f7-"- cn 6=90'17'23 N PCP L=39.10' 10 U.E. �=39.2�'00" 10 U.E. I€ a L= 39.40' J 554,37' 171.96' 303.96' Ln �'S� N 604.37' SEE DETAIL "B" PCP ' 525.92; f FND.5/8"I.R. N PCP S00 06 59 W ;� • " � � " " `• 1'130.29' . g5, N YL�ARLING TRAIL 50 R/W (PRIVATE) W LINE F N W. 114 SECT701V 30-31-39 23 N00'06'59 $E N SHAKESPEARE STREET (PUBLIC 25' R/W) --' , 1325.16 1325 25'(P) Law ice. 21 20 19 18 17 1 16 15 14 13 12 11 z f 1 BLOCK 372 26 P.O.B. 1 R=200 00 FND.4"x4"C.M. -- REPLACED WITH PRM BLOCK 376, SEBASTIAN HIGHLANDS UNIT 11 - P.B 1. 7, PG. 56, 56A -56L =42'31'39" N. W. COR. OF S. 1/2 OF N.W. 1/4 SECTION 30 � Q FND.3/4 I.P. -REPLACED WITH PRM 1�-- A42* 45' S. W COR. OF N W. 1/4 SECTION 30 THIS INSTRUMENT PREPARED BY: WILLIAM B. ZENTZ PROFESSIONAL LAND SURVEYOR #5276 WILLIAM B. ZENTZ & ASSOCIATES, INC. 684 OLD DIXIE HIGHWAY VERO BEACH, FL 32962 LICENSED BUSINESS (LB) #6840 (772) 567-7552 i SURVEYORS NOTES: 1. BEARINGS AND COORDINATES SHOWN HEREON ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83/90 DATUM, BASED ON FIELD TRAVERSE FROM GPS 109 AND GPS 110 CONTROL STATIONS. MONUMENTED LINE OF REFERENCE IS THE WEST LINE OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 30-31-39, HAVING A GRID BEARING OF NORTH 00'06'59" EAST. 2. SURVEY SITE LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP No. 12061 CO1 13H DATED DECEMBER 4, 2012. PCP 0 0 PCP (WIT.) -:z' `+'� PLAT BOOK ^- PAGE 73 DOCKET No. ✓j^'un13ooz`'bI 1 CURVE TABLE CURVE RADIUS DELTA > I W CHORD BRG. CL F� 90'17'23" 78.79' 70.89' S45'01'42"E C47 LOQ 22'23'12" Q 19.41' S11'18'35"W W c6 67'3648" CO N ,► S56'18'35"W � 56.00' 141'52'55" 4- N N71 '03'27"E Z 56.00' 141'52'55" 0 105.86' N70'49'28"W c 0 89'36'27" 78.20' W S44'55'13"W C52 56,00' 283'45'50' 277.35' � 25 LO Q c�. T 'T'•^ Z u J L N Lci 0 w co cD u- 0 0 PCP (WIT.) -:z' `+'� PLAT BOOK ^- PAGE 73 DOCKET No. ✓j^'un13ooz`'bI 1 CURVE TABLE CURVE RADIUS DELTA > I CHORD CHORD BRG. CL 50.00' 90'17'23" 78.79' 70.89' S45'01'42"E C47 50.00' 22'23'12" Q 19.41' S11'18'35"W W 50.00' 67'3648" 59.00' 55.64' S56'18'35"W � 56.00' 141'52'55" 3 105.86' N71 '03'27"E Z 56.00' 141'52'55" 0 105.86' N70'49'28"W C51 0 89'36'27" 78.20' W S44'55'13"W C52 56,00' 283'45'50' 277.35' 69.14' 25 40' Q c�. Z L Lci w co cD r of 0 'Z w v� 00 W 0 0 PCP (WIT.) -:z' `+'� PLAT BOOK ^- PAGE 73 DOCKET No. ✓j^'un13ooz`'bI 1 CURVE TABLE CURVE RADIUS DELTA LENGTH I CHORD CHORD BRG. C46 50.00' 90'17'23" 78.79' 70.89' S45'01'42"E C47 50.00' 22'23'12" 19.54' 19.41' S11'18'35"W C48 50.00' 67'3648" 59.00' 55.64' S56'18'35"W C49 56.00' 141'52'55" 138.67' 105.86' N71 '03'27"E C50 56.00' 141'52'55" 138.67' 105.86' N70'49'28"W C51 50.00' 89'36'27" 78.20' 70.47' S44'55'13"W C52 56,00' 283'45'50' 277.35' 69.14' N00'06'59"E LEGEND: PRM 0 =SET PERMANENT REFERENCE MONUMENT (4"x4"CONCRETE MONUMENT WITH MAG NAIL & BRASS DISK STAMPED "PRM WBZ LB 6840") PCPo =SET PERMANENT CONTROL POINT (MAG NAIL & BRASS DISK STAMPED "PCP WBZ LB 6840") PCP o =SET PCP WITH WITNESS STAMP AT NOTED (WT.) OFFSET DUE TO SANITARY MANHOLE o =LOT CORNER - SET 5/8 -IRON ROD WITH CAP "WBZ ASSOC. LB 6840" P.B.I.=PLAT BOOK INDIAN RIVER COUNTY RECORDS P.O.B.=POINT OF BEGINNING S.M.E.=STORMWATER MAINTENANCE EASEMENT NAVD'88=NORTH AMERICAN VERTICAL DATUM OF 1988 B.M.=ELEVATION BENCHMARK C.M.=CONCRETE MONUMENT, NO I.D. CCR=CERTIFIED CORNER RECORD O.R.B.=OFFICIAL RECORDS BOOK I.P.=IRON PIPE, NO I.D. I.R.=IRON ROD, NO I.D. P.C.=POINT OF CURVATURE P.T.=PONT OF TANGENCY PK/D=PK NAIL W/DISK U.E.=UTILITY EASEMENT D.E.=DRAINAGE EASEMENT R /W=RIGHT OF WAY R=RADIUS A --CENTRAL ANGLE L=ARC LENGTH CHD=CHORD C.B.=CHORD BEARING (NR)=NON-RADIAL (R)=RADIAL IT.)=WITNESS (M)=MEASURED FND.=FOUND w 23 z BLOCK 368 �Q 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 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. DATE OF PREPARATION: DECEMBER 12, 2012 DATE REVISION SHEET 4/8/13 REVISE PER COMMENTS, NEW TRACT 1 4/26/13 REVISE PER COMMENTS 4 4 1 OF SHEETS 11 . m. 7