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HomeMy WebLinkAboutFormboard Survey096 RECEIVED A - DELTA (CENTRAL ANGLE) O/S - BUILDING OFFSET ado 2020 q - CENTER LINE O.R.B. - OFFICIAL RECORD BOOK FEB 10 A/C - AIR CONDITIONER (P) - PLATTED A.K.A. - ALSO KNOWN AS P.B. - PLAT BOOK Permitting Department ALUM. - ALUMINUM P.C. - POINT OF CURVATURE St. Lucie County B.E. - BUFFER EASEMENT P.T. - POINT OF TANGENCY (C) - CALCULATED PGS. - PAGE(S) C.B. - CATCH BASIN P.R.M. ■ - PERMANENT REFERENCE MONUMENT C.O. ® - CLEANDUT PROP. - PROPOSED CLF - CHAIN LINK FENCE R - RADIUS CONIC. - CONCRETE R/W - RIGHT-OF-WAY COV. - COVERED RGE. - RANGE u D.E. - DRAINAGE EASEMENT SEC. - SECTION ELEC. - ELECTRIC S.LC.R. - ST. LUCIE COUNTY RECORDS ELEV. - ELEVATION SO. FT. - SQUARE FEET EQUIP. - EQUIPMENT, TWP. - TOWNSHIP ESMT. = EASEMENT TYP. - TYPICAL EXIST. - EXISTING U.E. - UTILITY EASEMENT F.H. - FIRE HYDRANT W.M. O - WATER METER b ? F.P.L. - FLORIDA POWER & LIGHT 99 - DENOTES PROPOSED ELEVATION $ ? FIN. - FINISHED 0.00 - DENOTES EXISTING ELEVATION FLR. - FLOOR I - DIRECTION OF FLOW OC 0 AP FND. - FOUND ® - DRAINAGE MANHOLE " H.H. - HAND HOLE ® - IRRIGATION CONTROL VALVE NOT TO SCALE " I.R./CAP - IRON ROD &CAP —a�w— - OVERHEAD WIRES v INV. -INVERT ® -SANITARY MANHOLE L - ARC LENGTH O - SET 5/8• IR/CAP LB 3591 I EICT ACCESS EASEMENT - SIGN LP. - LIMIT7 POLE LOT 59 BLOCK 3 GRAPHIC SCALE 0 10 IN N55'49'12°E(P) 21.o N56'16'09°E(C) 21'S 110.01' I zo.6 25. rDom _ q w PAD❑ ► w Co. r�� N p 46.67' N O 25.07' O •P (7L I O � -Cl v Gi O 15.01' 6.67 v C 0 co O COV. FORMBOARD " I ° O C n r oo LANAI 10.00' cwn FIN. o COV. SURVEY FUR. a22'4-f' 20.00' W V y r W W W __, ='O4 c (TOP OF FORMS) W J N p A PROP. w DRIVE o QN1 W •0) c J " & WALK I 01 4 Eli 60.00' a 0 25.00' �^ 25.00' N5616'09"E(C) �11 N55'49'12"E(P) 21.5 LOT 57 BLOCK 3 St. Lu le Date, 6 7 CO.it proved NOTES: 1. THIS SURVEY MAP, OR ANY COPIES THEREOF, ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 2. THE LANDS, AS SHOWN HEREON, WERE NOT ABSTRACTED FOR RIGHT-OF-WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENT OF RECORD. 3. THE ELEVATIONS, AS SHOWN HEREON, ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. BEARINGS SHOWN HEREON REFER TO RECORD PLAT AND ASSUMES THE SOUTH LINE OF LOT 58, BLOCK 3, AS N55'49'12"E. 5. THE DESCRIPTION, AS SHOWN HEREON, IS IN ACCORD WITH THE INSTRUMENT OF RECORD. 6. ANY UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY, OR PARTIES, IS PROHIBITED, WITHOUT WRITTEN CONSENT OF SAID SIGNING PARTY, OR PARTIES. 8. FLOOD ZONE: "X"; FIRM MAP NO. 12111C 0070J; COMMUNITY NO. 120285; DATED: FEBRUARY 16, 2012. 9. BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT "EMERSON 1985", ELEVATION = 6.081'. 10. PROPERTY ADDRESS: _ ARMINA PLACE al ter. LOT 58, BLOCK 3, "WATERSTONE, PHASE 1", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 52, PAGES 35 THROUGH 47, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. CONTAINING 5,170 SQUARE FEET OR 0.1187 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, AS SURVEYED UNDER MY DIRECTION, ON NOVEMBER 19, 2019. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17, ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. SHEET 1 OF 1 NOTE: IMPROVEMENTS 5HOWN ARE PROPOSED UNLE55 OTHERWISE NOTED. AULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND SURVEYING 7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434 kcd PHONE (560-392-1991 / FAX (560-750-1452 WATERSTONE, PHASE 1 LOT 58, BLOCK 3 - BOUNDARY SURVEY DAVID P.-UN,D(EY, P.L.S. REG. LAND. SURVEYOR #5005 STATE OF:FLGRIDA - LB #3591 FORMBOARD SURVEY 2/7/20 BCJ PERMIT SKETCH 11/19/19 RFC REVISIONS DATE BY FILE NAME 8690-XLOT 58.dw +DATE ' 11 /19/191 PG. N/A 1"=20'