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Home My WebLink About2005 - (#91) Boundary SurveyBoundary Survey N GRAPHIC SCALE o m 3o w ( IN FEET ) - I loch - 60 It I CERTIFY TO: 00 S01301 d188P SNE' ge 8a on G.G-' 800 1 P�oti LEGAL DESCRIPTION (as provided): Polk of Beginning � Fencr Kamer is 1 5 70.>j W J5' 1 �F—d 4 N4' ca—te mm -t with plostk crop PL5 J4J5" II J6, -- I t I k I I 1 I 1 ' $ I 1 1 1 I 15 551 0011 16 � g i FN N GNaP Page t'5k I SEBPP1at 30 I 1 I 1 1 k 1 I L—d 4" naocrete monument sic cap PLS 3435" 1 I Set 5 trop Rod k Cap 11AC" . L86969 Fence Comer 6s I N J8'IW 4.t' � ul of >I ) I W z J � I d YIC �I _I oI = LI of _I 1 E �I A portion of Lot 1, C.C. Unit One, a Subdivision recorded in Plat Book 15, Pages 88 and 88A, Indian River County, Florida being more particularly described as follows: BEGIN at the intersection of the South right-of-way of Englar Avenue (80 foot right-of-way at this point) with the centerline of Hickory Drive as shown on the aforesaid plat of C.C. Unit One; thence run South 00°00'00" West along said centerline of Hickory Drive and a southerly prolongation thereof, a distance of 150.00 feet; then departing said centerline prolongation, run North 90°00'00" West, a distance of 170.00 feet; thence run North 00"00'00" East, a distance of 172.61 feet to a point on the aforesaid South right-of-way line of Englar Avenue, said point lying on a curve in said right-of-way line, said curve being concave southwesterly and having a radius of 1255.64 feet; thence southeasterly along said curve in said right-of-way line through a central angle of 07°49'54", an arc distance of 171.63 feet, said arc subtended by a chord bearing and distance of South 82°25'32" East, 171.50 feet, to the Point of BEGINNING and to close, containing 27757 square feet or 0.64 acres, more or less. (1) ST. JOHNS RIVER WATER MANAGEMENT DISTRICT.' (2) ANDREW P. and NANCY SUGARICK; THAT THE BOUNDARY SURVEY SHOWN AND DESCRIBED HEREON WAS PERSONALLY REVIEWED BY MEIN THE OFFICE AND IN THE FIELD ON THE FOLLOWING DATE 1211412005 AND THAT IT MEETS THE CURRENT REQUIREMENTS OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT, DIVISION OF LAND ACQUISITION, PROCEDURES FOR LAND ACQUISITION SURVEYS. 19t:e- '�'/ ( L-:57 ikg 4)6 - Robert M. Jones Florida Professional Surveyor and Mapper No.4201 MACTEC Engineering and Consulting, Inc. 4150 N. John Young Parkway Orlando Florida, 32804-2620 PROJECT TITLE: A/ ENGLAR AVENUE 5T JaHNS RIVE F�Fx(, 1) ALL SIGNIFICANT ABOVE GROUND FIXED IMPROVEMENTS AND ANY EVIDENCE OF UNDERGROUND tl FIXED IMPROVEMENTS HAVE BEEN LOCATED OR GRAPHICALLY DEPICTED HEREON, WITHIN FIVE FEET . OF THE LINE SURVEYED. EDGE o' PA IEME7Vr 2) THIS MAP OF BOUNDARY SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL m/lered RAISED SEAL OF THE SIGNING FLORIDA LICENSED SURVEYOR AND MAPPER. IO. •IDENTIFICAnoN IB• LICENSED BUSINESS nd -yam � �Ro-d& Set 5/6" IronMAC7EC, 3) BEARINGS SHOWN HEREON ARE RELATIVE TO AN ASSUMED DATUM, BASED ON THE CENTERLINE OF 1P) •PLAT LB65 SOUTH R/W 0..f ° m _ LINE OF 9 Tw ENGLAR AVE cmwete s.5' X!_ -Hoy do"w Powe Pals- 4 K-0 Fenn IWm GLy An~ DELTA - r49$4' - R 725564' . A 171.6J' C 17!.50' CO 58225J21' 's k�PCPNt _ - 1 01 1 . • 1� N 9o1wro0" W Maw' St S/B" Iron Rod h Cop MAC7EC L86969 N GRAPHIC SCALE o m 3o w ( IN FEET ) - I loch - 60 It I CERTIFY TO: 00 S01301 d188P SNE' ge 8a on G.G-' 800 1 P�oti LEGAL DESCRIPTION (as provided): Polk of Beginning � Fencr Kamer is 1 5 70.>j W J5' 1 �F—d 4 N4' ca—te mm -t with plostk crop PL5 J4J5" II J6, -- I t I k I I 1 I 1 ' $ I 1 1 1 I 15 551 0011 16 � g i FN N GNaP Page t'5k I SEBPP1at 30 I 1 I 1 1 k 1 I L—d 4" naocrete monument sic cap PLS 3435" 1 I Set 5 trop Rod k Cap 11AC" . L86969 Fence Comer 6s I N J8'IW 4.t' � ul of >I ) I W z J � I d YIC �I _I oI = LI of _I 1 E �I A portion of Lot 1, C.C. Unit One, a Subdivision recorded in Plat Book 15, Pages 88 and 88A, Indian River County, Florida being more particularly described as follows: BEGIN at the intersection of the South right-of-way of Englar Avenue (80 foot right-of-way at this point) with the centerline of Hickory Drive as shown on the aforesaid plat of C.C. Unit One; thence run South 00°00'00" West along said centerline of Hickory Drive and a southerly prolongation thereof, a distance of 150.00 feet; then departing said centerline prolongation, run North 90°00'00" West, a distance of 170.00 feet; thence run North 00"00'00" East, a distance of 172.61 feet to a point on the aforesaid South right-of-way line of Englar Avenue, said point lying on a curve in said right-of-way line, said curve being concave southwesterly and having a radius of 1255.64 feet; thence southeasterly along said curve in said right-of-way line through a central angle of 07°49'54", an arc distance of 171.63 feet, said arc subtended by a chord bearing and distance of South 82°25'32" East, 171.50 feet, to the Point of BEGINNING and to close, containing 27757 square feet or 0.64 acres, more or less. (1) ST. JOHNS RIVER WATER MANAGEMENT DISTRICT.' (2) ANDREW P. and NANCY SUGARICK; THAT THE BOUNDARY SURVEY SHOWN AND DESCRIBED HEREON WAS PERSONALLY REVIEWED BY MEIN THE OFFICE AND IN THE FIELD ON THE FOLLOWING DATE 1211412005 AND THAT IT MEETS THE CURRENT REQUIREMENTS OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT, DIVISION OF LAND ACQUISITION, PROCEDURES FOR LAND ACQUISITION SURVEYS. 19t:e- '�'/ ( L-:57 ikg 4)6 - Robert M. Jones Florida Professional Surveyor and Mapper No.4201 MACTEC Engineering and Consulting, Inc. 4150 N. John Young Parkway Orlando Florida, 32804-2620 PROJECT TITLE: A/ Boundary . Survey 6) DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND/SURFACE DISTANCES, UNLESS NOTED OTHERWISE. 7) LAST DATE IN THE FIELD: 12-14-05 Sebastian Storm Water Park/ Sugarick Exchange Indian River County, Florida 14 AMZ MMineInc. 4150 North John Young Parkway Orlando, Florida 32804-2620 Phone: 407.522.7570 Fax. 407.522.7576. CERTIFICATE OFAUTHOR04 T/ON: LB 6969 PREPARED FOR: SURVEYOR'S NOTES: 5T JaHNS RIVE F�Fx(, 1) ALL SIGNIFICANT ABOVE GROUND FIXED IMPROVEMENTS AND ANY EVIDENCE OF UNDERGROUND tl FIXED IMPROVEMENTS HAVE BEEN LOCATED OR GRAPHICALLY DEPICTED HEREON, WITHIN FIVE FEET LEGEND OF THE LINE SURVEYED. IC) •CA ORATED 2) THIS MAP OF BOUNDARY SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL CM • CONCRETEMONUMEST ry) •DEBORIPTXW RAISED SEAL OF THE SIGNING FLORIDA LICENSED SURVEYOR AND MAPPER. IO. •IDENTIFICAnoN IB• LICENSED BUSINESS WATER 1M1•MEASURED 3) BEARINGS SHOWN HEREON ARE RELATIVE TO AN ASSUMED DATUM, BASED ON THE CENTERLINE OF 1P) •PLAT HICTORY DRIVE AS SHOWN ON THE PLAT OF C.C. UNIT ONE, A SUBDIVISION AS RECORDED IN PLAT POB • POINT OF BEGINNING AOL • POINTOFCOMMENCEMENT BOOK 15, PAGE 88 8 88A OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA, BEING S 00'00'00" PFM • PERMANENTREFERENCE MONUMENT W. R30E-RANGEJBEAST SJRWMD - St JOHNS MER W.TER.WMWEMENTMSTNCr rz S •TOWNSHPnSOUTH 4) UNDERGROUND IMPROVEMENTS, SUCH AS FOUNDATIONS AND UTILITIES, WERE NOT LOCATED. RAY •HIGHTOFWAr OH •OVERHEAD UT nY 5) THIS SURVEY DOES NOT ADDRESS THE IDENTIFICATION OR LOCATION OF ANY WETLANDS OR SOVEREIGN LANDS THAT MAY LIE WITHIN OR ADJACENT TO THE LANDS SURVEYED. Boundary . Survey 6) DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND/SURFACE DISTANCES, UNLESS NOTED OTHERWISE. 7) LAST DATE IN THE FIELD: 12-14-05 Sebastian Storm Water Park/ Sugarick Exchange Indian River County, Florida 14 AMZ MMineInc. 4150 North John Young Parkway Orlando, Florida 32804-2620 Phone: 407.522.7570 Fax. 407.522.7576. CERTIFICATE OFAUTHOR04 T/ON: LB 6969 PREPARED FOR: 5T JaHNS RIVE F�Fx(, ST. JOHNS RIVER IATSR 16WAGE► M DLTPRILT tl POST OFFICE BOX 1429 t PALATKA FLORIDA 32178-1429 s lu +n (386) 329-4500 WATER 7 MANAGEMENT DISTRICT FS 033 PG E3 DATE BY DESCRIPTION R E V I S I O N DRAWN BY: P.E.W. CHKD. BY: R.M.J. DATE: 12/14/200 DATE: 12/19/2005 JOB No.I SCALE: I SHT. 1 6374050193 1" = 60e OF 1 DRANING NAME: 6374050193.dwg