|
No CE
<br />THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM IS THE OFFICIAL
<br />A PLAT OF
<br />I LINE
<br />5 E COR.
<br />DEPICTION OF THE SUBDIM LANDS DESCRIBED HEREIN AND
<br />NOOM7'35"W 6.00'
<br />W SECTION 30-31-39 j -
<br />c \
<br />MAINTENANCE R/W (PBI 21, PCS. 10 & 11)
<br />BLOCk
<br />WILL CIRCUMSTANCES DE SUPPLANTED AUTHORITY BY
<br />CROSS CREEK LAKE
<br />ESTATES
<br />PLAT O N E
<br />A OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT.
<br />O E EL
<br />t' 10 9 8
<br />7 fi 5 4
<br />E LINE GF NW I/45E!'iICW
<br />}
<br />*G_t1-39�
<br />NOTICE
<br />A SUBDIVSION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4
<br />OF SEC'TON 30. TOWNSHIP 31 SOUL_
<br />THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON
<br />THIS PUT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
<br />RANGE 39 EAST, IN THE CITY OF SEBASTIAN,
<br />INDIAN RIVER COUNTY, rLORIDA
<br />_ _
<br />__- __-_-
<br />- 172992
<br />N E GOR OF 5, t/2 OF N W 1/4
<br />LINE TABLE
<br />I LINE
<br />5 E COR.
<br />OF N W 1/4 SECTION 30-31-39
<br />NOOM7'35"W 6.00'
<br />W SECTION 30-31-39 j -
<br />c \
<br />MAINTENANCE R/W (PBI 21, PCS. 10 & 11)
<br />BLOCk
<br />437, SEBA -AN HIGHLANDS i7NI1 17 - PBI 8, PG 46,
<br />464-46P
<br />PRM E 817496 ]950
<br />DETAIL 'A"
<br />\g i5 14 i3 12
<br />t' 10 9 8
<br />7 fi 5 4
<br />E LINE GF NW I/45E!'iICW
<br />}
<br />*G_t1-39�
<br />2 t
<br />C21 -{-_--y 3=50 Ob'
<br />iii i
<br />1 N001)]'35'W
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<br />T 20198'_ _ 50,0 }
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<br />70th ALENUE- - - -�--
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<br />_ _
<br />__- __-_-
<br />- 172992
<br />SOO-07'35'E
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<br />J' '� P(➢ S00'07.35"E F➢dl. R/W ORB
<br />521, PG 4�)-� r ,
<br />-R/'N TC INDIAN- R'VER COUNTY -ORB PG
<br />07'35"W 14000' 1
<br />1329
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<br />55 00' 4900 NOO'07 35 W
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<br />38398 L12
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<br />F00'07 35 E
<br />781 87
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<br />GP5-109 _^W�'I�
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<br />PUBJSHEO m D TRACT N0012 �9 W -
<br />1 X50R/W) (PRIVATE)
<br />RESERVED 'OR FUTURE DEVELOPMENT
<br />o PCFrI
<br />UE. L
<br />TRACT •P'
<br />l4 - 3 RESERVED FOR
<br />FUTURE CEVELOPMENT
<br />1 I M10014'26'W ry 411 48' PCA
<br />y C� 1199824'A-
<br />L0' L'E - 'I' _ _--_� -✓�+ 055
<br />o TRACT LAKE ACCESS / OPEN SPACE S00'12 59 E 306 97
<br />SC012'59'E 26509' / R=25000'
<br />55' 25' J 6=181716" R-100.00'
<br />OVERALL R250 00 =79 80'
<br />6 TRACT 'E' R-51 CO' �18'n'16' L-78 54'
<br />1 _ STORMWATER 190'03'35" L=7980' La7854
<br />1 ]ON AF£NUE
<br />GPS110 MANAGEMENT L=7859'
<br />N
<br />E 8 70613 241 L12
<br />074 h ete
<br />PUBLISHED -
<br />^ o N0016'WIN z _IO
<br />Z 14500' , L16 L
<br />Ot
<br />8 - �i�-�� TRACT _'J!J lye
<br />STATION
<br />& ¢ ^N00'674W
<br />45 DO'
<br />2 v TRACT 'H'
<br />44610
<br />6 00
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<br />.O. P�i•4 FCP ^i �z
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<br />S 7 ti° o TRACT 'P' 8
<br />02 i y RESERVED FOR •G ¢
<br />a 2 FUTURE
<br />�7%➢ 16 83'
<br />DEVELOPMENTf
<br />'500'0735"E
<br />F=10000)_/ I'D 112'IR/C
<br />B
<br />' :545'
<br />!,-445477'
<br />L=75 38'
<br />' i h
<br />2 L-600.04'
<br />a ^' CHD=382 00'
<br />11 2206' 4 \\ CB=N89'43'26'E
<br />v B L O C K 2
<br />e z1 0 I
<br />1 0'23 —11000'—i iJS OD' 12!129'---
<br />RAIKINGSPA7H '/'I 200' So0l3bDo,
<br />�' n _ _ �, 49107 _. _ 1}soo' I _ MATCH LINE
<br />50016'34E________
<br />T so' R/W ('RIVATE) _ �1_ _ (Ti S E E ' S E E T 3 - _ _ -_
<br />55 0D'
<br />- - ---- - --,_ - - -- - - -}- LEGEND:
<br />_ _-)•\ " PRM o -SET PERMANENT REFERENCE MONUMENT I P.=IRON PIPE. NO 1 D
<br />_ BRASSCDISKRS AMPEDU'PRMT WITH -AD WBZ LB 6B40A & P -IRON , C NO D
<br />P C =POINT OF CURVATURE
<br />TOP. =KT PERMANENT DISS CON AIAREDOL ?PINT (MAG NAI'_ J i=POINT OF TANGENCY
<br />& BRASS WT STAMPED 'PCP WAT NO 68x0') 3 E =UTILITY EASEMENT
<br />SURVEYORS NOES PCF o =SET PCP WITH WITNESS STAMP oT NOTED (WT) OfTSEi JUE TO SANITARY MANHD.E DE=DRIGHT EASEMEN'
<br />1 BEARINGS AND COORDINATES SHOWN HEREON ARE READ 83 ED TO THE FLORIDA =LOT CORKER - 5Et684 5/8' RON R00 WITH CAP R/W-RIGHT OF WAY
<br />"HIS IVSTRUMEh' PREPARED BY ON 'I
<br />PLPNE COORDINATE SYSTEM, EAST DONE, NAD 83/90 °ASM, BASED "LAT ASSOC LB 6840" R=RADIUS
<br />WILLIAM B ZENTZ ON MELD TRA VERS'_" FROM GFS 109 AND GPS I1C CONTROL STAPONS 081=PLAT 800K IND14N RIVER COFNTY RECORDS A, -CENTRAL ANGLE
<br />PROFESSIONAL LAND SURVEYOR #5276 MONUMETED LINE OF REFERENCE IS THE WEST LINE OU THE SOVTH 1/2 P 09 =POINT OF BEGINNING L-ACHJR GHDRp LENGTH
<br />WILLIAM 8 ZENTZ & ASSOCIATES, INC OF THE NCRT"WEST I/4 OF SECTION 30-3'-39, HAVING A GRID BEARING SME=STORMWATER MAINTENANCE EASEMENT CD=GIORD BEARING
<br />684 OL C DIXIE HIGHWAY OF NORTH 00'06'59' EAST NA VD'88=NORM. AMERICAN VERTICAL DATUM OF 1986
<br />B M =ELEVATION BENCYMARK (NR) -NON -RADIAL
<br />VERO BEACH. FL 32962 2 SURVEY SITE LIES IN FLOOR ZCNE 'X" PER FLOOD INSURANCE RAIL MAF C M =CONCRETE MONUMENT, NO D (Rj=RADIAL
<br />LICENSED BUSINESS (LB) y6840 No 12061 C0113H DATED DECEMBER 4, 2012 CCR=CERTIFIED CORNER RECORD WtT)=.NESS
<br />(772) 567-7552 OR B =OFFICIAL RECORDS BCOK (M)-MEASUREc
<br />FF/ C-R, NAIL W/DISK FND =FOUND
<br />END PRM-
<br />___ -'LB 7545 -�
<br />PLAT BOOK 2-L
<br />PAGE 71 '(yfr7�)
<br />DOCKET No 01 OA l
<br />LINE TABLE
<br />I LINE
<br />BEARING LENGTN
<br />Lt
<br />NOOM7'35"W 6.00'
<br />GRAPHIC SCALE
<br />iP
<br />[L3
<br />Y
<br />OVERALL -
<br />DETAIL 'A"
<br />L5
<br />NB9'47'01-E 42 07'
<br />IL6
<br />S99'47'Ol'W 3000'
<br />N00'16'3'
<br />C21 -{-_--y 3=50 Ob'
<br />iii i
<br />- IC' STORMWA'ER 1"=30'
<br />�C Q= d
<br />1 IN FFFi)
<br />1N 42'00'07"E 13094'
<br />ILIO
<br />147-63'
<br />L-785o0C'
<br />1 L=]854'
<br />MAINTENANCE EASEMENT
<br />/\J
<br />07'35"W 14000' 1
<br />L13
<br />?
<br />1.14
<br />1 N00'16'34'W
<br />27107'
<br />S62'4VO4'W 33 68'
<br />IL16
<br />1SOOU7'J5'E 16 9fi
<br />1
<br />J
<br />m 'G
<br />o
<br />i
<br />`C24
<br />a
<br />_
<br />TRACT 'A'
<br />Z rI
<br />NOO'16'J4'w
<br />h
<br />"vryp }
<br />�,�=r
<br />� 4=19100'
<br />8-1-91O&R
<br />STORM WATER
<br />3
<br />a_18o'oo'co'
<br />MANAGEMENT
<br />2 L-600.04'
<br />a ^' CHD=382 00'
<br />11 2206' 4 \\ CB=N89'43'26'E
<br />v B L O C K 2
<br />e z1 0 I
<br />1 0'23 —11000'—i iJS OD' 12!129'---
<br />RAIKINGSPA7H '/'I 200' So0l3bDo,
<br />�' n _ _ �, 49107 _. _ 1}soo' I _ MATCH LINE
<br />50016'34E________
<br />T so' R/W ('RIVATE) _ �1_ _ (Ti S E E ' S E E T 3 - _ _ -_
<br />55 0D'
<br />- - ---- - --,_ - - -- - - -}- LEGEND:
<br />_ _-)•\ " PRM o -SET PERMANENT REFERENCE MONUMENT I P.=IRON PIPE. NO 1 D
<br />_ BRASSCDISKRS AMPEDU'PRMT WITH -AD WBZ LB 6B40A & P -IRON , C NO D
<br />P C =POINT OF CURVATURE
<br />TOP. =KT PERMANENT DISS CON AIAREDOL ?PINT (MAG NAI'_ J i=POINT OF TANGENCY
<br />& BRASS WT STAMPED 'PCP WAT NO 68x0') 3 E =UTILITY EASEMENT
<br />SURVEYORS NOES PCF o =SET PCP WITH WITNESS STAMP oT NOTED (WT) OfTSEi JUE TO SANITARY MANHD.E DE=DRIGHT EASEMEN'
<br />1 BEARINGS AND COORDINATES SHOWN HEREON ARE READ 83 ED TO THE FLORIDA =LOT CORKER - 5Et684 5/8' RON R00 WITH CAP R/W-RIGHT OF WAY
<br />"HIS IVSTRUMEh' PREPARED BY ON 'I
<br />PLPNE COORDINATE SYSTEM, EAST DONE, NAD 83/90 °ASM, BASED "LAT ASSOC LB 6840" R=RADIUS
<br />WILLIAM B ZENTZ ON MELD TRA VERS'_" FROM GFS 109 AND GPS I1C CONTROL STAPONS 081=PLAT 800K IND14N RIVER COFNTY RECORDS A, -CENTRAL ANGLE
<br />PROFESSIONAL LAND SURVEYOR #5276 MONUMETED LINE OF REFERENCE IS THE WEST LINE OU THE SOVTH 1/2 P 09 =POINT OF BEGINNING L-ACHJR GHDRp LENGTH
<br />WILLIAM 8 ZENTZ & ASSOCIATES, INC OF THE NCRT"WEST I/4 OF SECTION 30-3'-39, HAVING A GRID BEARING SME=STORMWATER MAINTENANCE EASEMENT CD=GIORD BEARING
<br />684 OL C DIXIE HIGHWAY OF NORTH 00'06'59' EAST NA VD'88=NORM. AMERICAN VERTICAL DATUM OF 1986
<br />B M =ELEVATION BENCYMARK (NR) -NON -RADIAL
<br />VERO BEACH. FL 32962 2 SURVEY SITE LIES IN FLOOR ZCNE 'X" PER FLOOD INSURANCE RAIL MAF C M =CONCRETE MONUMENT, NO D (Rj=RADIAL
<br />LICENSED BUSINESS (LB) y6840 No 12061 C0113H DATED DECEMBER 4, 2012 CCR=CERTIFIED CORNER RECORD WtT)=.NESS
<br />(772) 567-7552 OR B =OFFICIAL RECORDS BCOK (M)-MEASUREc
<br />FF/ C-R, NAIL W/DISK FND =FOUND
<br />END PRM-
<br />___ -'LB 7545 -�
<br />PLAT BOOK 2-L
<br />PAGE 71 '(yfr7�)
<br />DOCKET No 01 OA l
<br />I CURVE TAB'_E I
<br />CURVEIRADIUSI DELTA 1LENGTHICHORO [CHORD BRG.!
<br />C!;1501 ' 11957' 111426'jS21'39'36'W1
<br />C2 1140.00'159'34'22' 14556-1139.09 S29 -39'36"W ,
<br />C3 �1fi5 DD'ISO'{0'{4'�'11715fi'�tfil 9}'S29'39'36'W
<br />C4 165.0015591)3' 10363' 10193' SI7'S1'S6'W
<br />IC5 1165 00' 123'35'19' 57R3' I67 45' SaT39'07'W j
<br />C6 115 DO' 659'36" 11404' 11403' S0322'13'W
<br />IC7111500' 152'34'46' 110553'1)01 87' 11 11'23"W
<br />108 1150 00:159'39'45" 1'56 20' 1491J' N29'36'S4'F 1
<br />C9 12500'159'39'45' 13016' 124-36' N29'3654F
<br />CIO 10000'159'39'45'1104.13'199-4g' N29'36'54E
<br />011 12500' 6550'18' 14364' 13586' 1 N33D8'O8'W
<br />C12 7 DOG 65'50'18' 1114.91' 108.69'IN3J1)8'OB'W
<br />013 7500' 65'50'18' 86.18'" 81.52' N331)608"W I -
<br />C14 12500'147'46'55' 104.24' 110125'IN24'0626'WI
<br />I C15 12500'.'8.03'24 3939'13923' N57'01'35'WI
<br />IC16 75 OC' 65'48'50' 86'5' 18149' S33`08'52'E I
<br />ICI] 10000 65'48'50' 11487'110, 66'IS33V8'S2'_
<br />1C18 12500165'48'50' 14358:',135 B2'IS33'08'52-F-{I
<br />I CIS 2100' 189'57.52' 3297' 12969' S44'44'30"WI
<br />IC20 2500' 1901)2'08"13929' 13537' IN45-15'30"WI
<br />IC21 50 00' 118'39'37" 116 28' 116 21' IS80'23'38'W
<br />022 150 GO' 26'31'55' 2315 2295'(S57'4'S2'W
<br />C23 15000' 134'54'55' 3047' 130 DO' IS27'Oa'27'WI
<br />C24 5000' 953'34' 863' 8.62 1SO4-40'13"WI
<br />1025 25 00' 90'00'00' 39 27' 135 36' IS44'43'26"W I
<br />026 2500' 55255' 2264 12187' 1526'"3'02"E�
<br />'C27 5600' 283'45'5027735'6914' IN89-43'26"E
<br />IC28 5600' 6723'56' 6587' 16214' INIB'27'31'W I
<br />IC29 15600' 17428'59' 7280' 6778' 11`45228'57"E I
<br />IC30 1191 00'115'31'01' 51.73' 151 57' N07 -28.57-E I
<br />CJI 1191.00'174'28'59" 24829'123117' IN52'28'57"E I
<br />C}2 12500'152]'39- 11.91' 1191' 1N5043'43'W'1
<br />C33 125 00' 7'57'19' 17 36' 17 34' N5726'12"W
<br />IO34 12500'14'38'26" 11012' 10.12' N63'44'c4'WI
<br />IC53 7500' 122'08'48'12899' 2881' N54_853"W;
<br />IC54 7500 143'41'31" 5],19' 5582' IN221C3'44'W�
<br />IC55 25000'15OB'Oo'2240 2239' S15'56'15'E
<br />C56 250 GC'113`D9*I6' 157 40' 5727 1S06'47'37'E
<br />DATE OF PREPARATION DECEMBER 12, 2012
<br />1 DATE I REVISION' SHEET
<br />[ 4/8/13 IFEVISE PER COMMENTS. NEW TRACT'
<br />14/26/131REMSE PER COMMENTS /
<br />1 I L
<br />I j OF SHEETS
<br />LINE TABLE
<br />I LINE
<br />BEARING LENGTN
<br />Lt
<br />NOOM7'35"W 6.00'
<br />IL2
<br />IN00'07'35-W 6 02• 1
<br />[L3
<br />IN00'07'35"W 6 04'
<br />1L4
<br />N00`07 35"W 20.00'
<br />L5
<br />NB9'47'01-E 42 07'
<br />IL6
<br />S99'47'Ol'W 3000'
<br />h_7
<br />1S89'47'Ol"W 1207'
<br />LB
<br />N62'41'04'F 12-36'
<br />L9
<br />1N 42'00'07"E 13094'
<br />ILIO
<br />S00'07'35"E 14000' 1
<br />lut
<br />N89'4'01"E 13000' ,
<br />IN00
<br />I'J2
<br />07'35"W 14000' 1
<br />L13
<br />4E 176.01•
<br />1.14
<br />1N62'41'0
<br />N62'41'04E 59 60'
<br />IL15
<br />S62'4VO4'W 33 68'
<br />IL16
<br />1SOOU7'J5'E 16 9fi
<br />IL17
<br />15000735"E I+686' 1
<br />I CURVE TAB'_E I
<br />CURVEIRADIUSI DELTA 1LENGTHICHORO [CHORD BRG.!
<br />C!;1501 ' 11957' 111426'jS21'39'36'W1
<br />C2 1140.00'159'34'22' 14556-1139.09 S29 -39'36"W ,
<br />C3 �1fi5 DD'ISO'{0'{4'�'11715fi'�tfil 9}'S29'39'36'W
<br />C4 165.0015591)3' 10363' 10193' SI7'S1'S6'W
<br />IC5 1165 00' 123'35'19' 57R3' I67 45' SaT39'07'W j
<br />C6 115 DO' 659'36" 11404' 11403' S0322'13'W
<br />IC7111500' 152'34'46' 110553'1)01 87' 11 11'23"W
<br />108 1150 00:159'39'45" 1'56 20' 1491J' N29'36'S4'F 1
<br />C9 12500'159'39'45' 13016' 124-36' N29'3654F
<br />CIO 10000'159'39'45'1104.13'199-4g' N29'36'54E
<br />011 12500' 6550'18' 14364' 13586' 1 N33D8'O8'W
<br />C12 7 DOG 65'50'18' 1114.91' 108.69'IN3J1)8'OB'W
<br />013 7500' 65'50'18' 86.18'" 81.52' N331)608"W I -
<br />C14 12500'147'46'55' 104.24' 110125'IN24'0626'WI
<br />I C15 12500'.'8.03'24 3939'13923' N57'01'35'WI
<br />IC16 75 OC' 65'48'50' 86'5' 18149' S33`08'52'E I
<br />ICI] 10000 65'48'50' 11487'110, 66'IS33V8'S2'_
<br />1C18 12500165'48'50' 14358:',135 B2'IS33'08'52-F-{I
<br />I CIS 2100' 189'57.52' 3297' 12969' S44'44'30"WI
<br />IC20 2500' 1901)2'08"13929' 13537' IN45-15'30"WI
<br />IC21 50 00' 118'39'37" 116 28' 116 21' IS80'23'38'W
<br />022 150 GO' 26'31'55' 2315 2295'(S57'4'S2'W
<br />C23 15000' 134'54'55' 3047' 130 DO' IS27'Oa'27'WI
<br />C24 5000' 953'34' 863' 8.62 1SO4-40'13"WI
<br />1025 25 00' 90'00'00' 39 27' 135 36' IS44'43'26"W I
<br />026 2500' 55255' 2264 12187' 1526'"3'02"E�
<br />'C27 5600' 283'45'5027735'6914' IN89-43'26"E
<br />IC28 5600' 6723'56' 6587' 16214' INIB'27'31'W I
<br />IC29 15600' 17428'59' 7280' 6778' 11`45228'57"E I
<br />IC30 1191 00'115'31'01' 51.73' 151 57' N07 -28.57-E I
<br />CJI 1191.00'174'28'59" 24829'123117' IN52'28'57"E I
<br />C}2 12500'152]'39- 11.91' 1191' 1N5043'43'W'1
<br />C33 125 00' 7'57'19' 17 36' 17 34' N5726'12"W
<br />IO34 12500'14'38'26" 11012' 10.12' N63'44'c4'WI
<br />IC53 7500' 122'08'48'12899' 2881' N54_853"W;
<br />IC54 7500 143'41'31" 5],19' 5582' IN221C3'44'W�
<br />IC55 25000'15OB'Oo'2240 2239' S15'56'15'E
<br />C56 250 GC'113`D9*I6' 157 40' 5727 1S06'47'37'E
<br />DATE OF PREPARATION DECEMBER 12, 2012
<br />1 DATE I REVISION' SHEET
<br />[ 4/8/13 IFEVISE PER COMMENTS. NEW TRACT'
<br />14/26/131REMSE PER COMMENTS /
<br />1 I L
<br />I j OF SHEETS
<br />
|