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2013-043
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Last modified
2/13/2026 10:09:29 AM
Creation date
1/9/2018 2:31:29 PM
Metadata
Fields
Template:
Resolutions
Resolution Number
2013-043
Approved Date
06/04/2013
Resolution Type
Utilities
Entity Name
Cross Creek Lake Estates Plat One
Subject
Utility Easements, Lift Station Tract J, and Lift Station Easement
Area
Dedicated from Cross Creek to County
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n <br />3 <br />TRACT 'A' <br />- <br />"18001 STORMWATER <br />1 —{m 13s eD' 1 II L=60004' MANAGEMENT <br />A""OF <br />- <br />GRAPFIIC SCALE <br />CROSS CREEK LAKE ESTATES <br />PLAT ONE <br />_ <br />A SUBDIVSON OF THE SOUTn 1/2 Cr THE NORTHWEST 1/4 OF SECTION 30, TO MNSH'�P 31 SOI <br />p <br />O =RMI -SET PERMANENT REFERENCE MONUMENT <br />MANGE 39 EAST, IN THE CI'Y OF SEBASPAN, INDIAN RIVER COIN TY, FLORIDA <br />- <br />I U <br />V (4% 'CONCRETE MONUMENT MT. MAC NAIL k <br />BRASS DSK STAMPED "PRM MZ IB ISM') <br />aET) t.,m=ca <br />( INZD <br />n <br />S E E S H E E T 3 <br />MATCH LINE <br />n <br />3 <br />TRACT 'A' <br />- <br />"18001 STORMWATER <br />1 —{m 13s eD' 1 II L=60004' MANAGEMENT <br />THIS INSTRUMENT PREPARED BY <br />MILLI AM 6 ZENTZ <br />PROFESSIONAL LAND SURVEYOR ¢5276 <br />WILLIAM B ZEN -Z k ASSOCIATES, INC <br />684 OLD StXF HIGHWAY <br />VERO BEACH, FL 32962 <br />LICEN SLO BUSINESS (LB) #'6640 <br />(772) 567-7552 <br />SLRVEYORS NOTES <br />- <br />GRAPFIIC SCALE <br />e <br />CH0=38' <br />p <br />O =RMI -SET PERMANENT REFERENCE MONUMENT <br />I C8=N00'06'6'S9'E <br />- <br />I U <br />V (4% 'CONCRETE MONUMENT MT. MAC NAIL k <br />BRASS DSK STAMPED "PRM MZ IB ISM') <br />aET) t.,m=ca <br />( INZD <br />n <br />1 <br />p po =SET PERMANENT CONTROL POINT (MAG NAIL <br />aI <br />I <br />1 J 2 <br />a a <br />3w <br />25 40 <br />mac, <br />n <br />(WT). OFFSET DUE TO SANITARY MANHOLE <br />nv <br />L <br />7 5' _90'00'00' <br />i9 =LOT CORNER - SET 5/81RON ROD "TI- CAP <br />O=90'00'00" <br />7 5 _ L-30002' <br />4 <br />- <br />eI <br />"WBZ AS— LB 6840' <br />/L2' <br />CHO=27011' \ <br />ti 2 � im <br />� <br />J <br />P.I -PLAT BOOK INDIAN RIVER COUNTY RECORDS <br />CHO=3000=27011' <br />I <br />CB=N45'06'59'E <br />mo <br />� ? <br />P 0 B =-C:NT OF BEGINNING <br />S M.E-STORMWATER MAINTENANCE EASEMENT <br />CB=NuS 3'CI'W <br />�IC5 <br />n <br />NAV7'58=NORTH AMERICAN VERTICAL OAII <br />OVERALL <br />bulli <br />POP <br />Ir. <br />Ip <br />OF 1988 <br />3 PIN -ELEVATION BENCHMARK <br />R=5000 <br />L <br />m <br />CM CONCRETE MONUMENT, NO 1 D <br />0=90'00'00 <br />/ L=]8 54' - <br />Z <br />I <br />p <br />a <br />R=25 00' <br />p` <br />;.P =IRON IPE, NO IC. <br />R-25 00' <br />4=5152'55" <br />25' 25 4=5'52'55' <br />R -IRON ROD, NO D <br />—� <br />1 <br />L=2264' <br />L=22.64' <br />F C =POINT OF CURVAPJRE <br />P =POINT OF TANGENCY <br />3-C4] <br />--_ 3 <br />PK/D=PK NAIL W/DISK <br />g <br />' <br />16600IP <br />U E =UTILITY EASEMENT <br />r <br />D E -DRAINAGE EASEMEN- <br />-' <br />R-2500' <br />g <br />R/W=RIGBT OF WAY <br />R-50 00' R=5000 <br />489'3621 1 <br />DETAIL B <br />I NTS <br />4=907 ]'2� <br />II <br />./ L_7g <br />A=90'00'^-0' <br />20 L_79 se' <br />PCP <br />L=3940' <br />1125' <br />PCP <br />NOO'06'59'E 20149' <br />SCO'S9 <br />55' <br />i (WT) <br />CMD=CHORD <br />-------� <br />s@I; <br />0G <br />10106 99' <br />CB.=CHORD BEARING <br />_525.9 <br />_ _ <br />TRACT 'M' <br />(NR)=NON-RADIAL <br />o TRACT 'C' <br />o STORMWA <br />ar <br />` <br />R=25 00' <br />RESERVED FOR R=2500' <br />n <br />_ FJTURE OEVELOPMENT 4=9000"00" <br />EN <br />of MANAGEMENT <br />na� <br />I <br />-89'36'2]' <br />10' V' E <br />1325.16 132525(P) <br />L=39"7' <br />m' R=2500 <br />�90'00'CO" <br />PCP <br />L=3910' I <br />'� <br />L=392]' <br />CS. <br />BLOGf J69 <br />Q END 31� 1 P <br />- REPLACED WTH PRM <br />END S,'9":R� L- <br />PC -P <br />S00'O6'S9"W - _ <br />h <br />YEARLING TRAIL <br />50' R/W (PRIVATE) <br />_ _ _ <br />II - <br />NOTICE <br />THIS PLAT, AS IN ITS GRAPHIC FORM IS THE OFFICIAL <br />•, E F N N' I, <br />NOI <br />SHAKESPEARE STREET <br />(PLBLIC 25' R/W) <br />`UfB. <br />It <br />20 T 19� <br />t8 17 <br />16 -I---15 '4 <br />13 1 t <br />ND <br />GM. -REPLACED <br />MT, PRM <br />fLJCN 376. SFRASPr4N !rIGH.ANu"S L�N;T II - P61 2, PG <br />56, 5EA-56L <br />4=12'3139" COR <br />_ - 45' N W. COR. <br />Or 5 <br />1/2 OF N W 1/4 SECTION 30 <br />THIS INSTRUMENT PREPARED BY <br />MILLI AM 6 ZENTZ <br />PROFESSIONAL LAND SURVEYOR ¢5276 <br />WILLIAM B ZEN -Z k ASSOCIATES, INC <br />684 OLD StXF HIGHWAY <br />VERO BEACH, FL 32962 <br />LICEN SLO BUSINESS (LB) #'6640 <br />(772) 567-7552 <br />SLRVEYORS NOTES <br />mom <br />i <br />lift <br />3a <br />e <br />O =RMI -SET PERMANENT REFERENCE MONUMENT <br />_ <br />I U <br />V (4% 'CONCRETE MONUMENT MT. MAC NAIL k <br />BRASS DSK STAMPED "PRM MZ IB ISM') <br />mom <br />i <br />g <br />LEGEND: <br />O =RMI -SET PERMANENT REFERENCE MONUMENT <br />Z <br />V (4% 'CONCRETE MONUMENT MT. MAC NAIL k <br />BRASS DSK STAMPED "PRM MZ IB ISM') <br />1 <br />p po =SET PERMANENT CONTROL POINT (MAG NAIL <br />h BRASS DSK STAMPED "PCP WE LB 6610) <br />25 40 <br />PCP -SET PCP WIN WTNESS STAMP AT NOTED <br />(WT). OFFSET DUE TO SANITARY MANHOLE <br />i9 =LOT CORNER - SET 5/81RON ROD "TI- CAP <br />"WBZ AS— LB 6840' <br />J <br />P.I -PLAT BOOK INDIAN RIVER COUNTY RECORDS <br />o <br />J <br />Ip <br />P 0 B =-C:NT OF BEGINNING <br />S M.E-STORMWATER MAINTENANCE EASEMENT <br />- <br />NAV7'58=NORTH AMERICAN VERTICAL OAII <br />OVERALL <br />Ir. <br />Ip <br />OF 1988 <br />3 PIN -ELEVATION BENCHMARK <br />R=5000 <br />I_ <br />m <br />CM CONCRETE MONUMENT, NO 1 D <br />0=90'00'00 <br />/ L=]8 54' - <br />CCR=CERT�IED CORNER BECORD <br />O.R B.=OF COAL RECORDS BOOK <br />R=5000'__ <br />;.P =IRON IPE, NO IC. <br />723 <br />R -IRON ROD, NO D <br />—� <br />1 <br />L-78 79 <br />F C =POINT OF CURVAPJRE <br />P =POINT OF TANGENCY <br />3-C4] <br />PK/D=PK NAIL W/DISK <br />g <br />U E =UTILITY EASEMENT <br />r <br />D E -DRAINAGE EASEMEN- <br />-' <br />R-2500' <br />g <br />R/W=RIGBT OF WAY <br />r IO'�JE <br />4=907 ]'2� <br />II <br />R CENTJS <br />AL LE <br />L=3940' <br />T - <br />PCP <br />L -ARC LENGTH <br />i (WT) <br />CMD=CHORD <br />r <br />CB.=CHORD BEARING <br />_525.9 <br />_ _ <br />(NR)=NON-RADIAL <br />f�______ <br />113029' <br />FOP <br />` <br />(R)=RADIAL <br />30 -JI -J9 <br />-- -- - -- (WT)=WTNESS <br />1325.16 132525(P) <br />/ <br />(M)=MEASURED <br />ND =FOUND <br />'� <br />< <br />BLOGf J69 <br />Q END 31� 1 P <br />- REPLACED WTH PRM <br />S W COR OF N W 1/4 SECTION 30 <br />NOTICE <br />THIS PLAT, AS IN ITS GRAPHIC FORM IS THE OFFICIAL <br />THE <br />DEPICTION OF THE SUBDIVIDED LANDS HEREIN AND <br />AND <br />MILL IN NO CIRCUMSTANCES BE SUPPLANTED <br />ANTED IN AUTHORITY BY <br />ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. <br />E I- <br />NOTICE <br />MERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON <br />THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. <br />BEARINGS AND COORDINATES SHOWN HEREON ARE REFERENCED TO THE ROMDA <br />STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83/90 DATUM, BASED <br />ON FIELD TRAVERSE FROM GPS 109 AND GPS 11C CCNIROL STATIONS <br />MONUMENTEC LINE OF REFERENCE IS "HE WEST LINE OF THE SOUTH 1/2 <br />01 THE NORTHWEST 1/4 OF SECTION 30-3i- 39, HANNG A GRID BEARING <br />Or NORTH COV6'S9' EAST <br />2. SURVEY STE LIES IN FLOOD ZONE "k" P=R F,AOD INSURANCE RATE MAP <br />Na 12051CC113-I DATED DECEMBER 4, 2D12 <br />DATE OF PREPARATION DECEMBER 12. 2012 <br />
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