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HomeMy WebLinkAboutEngineering, building planTWO FRONT ENTRY COLUMNS 7259 S. INDIAN RIVER DR. FT. PIERCE, FL. 34982 TOP OF CON.C_ I20 lirarml- ca4m CAP W W-S WAY TOP 4 Bali '. G-iROUT FIL CA2tc, w (t)-C& CCAM F`% TO a FI1NID GMADE 4.,s3°x_mvxr' HOTf_ NO t arte� 0-0= ut PiLF_; CAP TO CAP.. FMC ST comrc COI_. CAP. e yffT JDH14 T`in . t Off + w } EN 925 N1t FL 41<'-.2157 793-7843 PHOTOCOPYING PROHIBITED © 2016 FOR REFERENCE ONLY NOT A VALID SURVEY UNLESS SEALED WITH MY EMBOSSED SEAL AND SIGNED BY ME. LEGAL DESCRIPTION (As furnished by client) THE NORTH 160 FEET OF THE SOUTH 310 FEET OF THE SOUTH 11.75 ACRES OF THE NORTH 24.75 ACRES OF SECTION 7, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, AND RIGHTS -OF -WAY OF RECORD. COP%r RJBEPi 6NNIIEHERJ P,S �. 55�4 NC1 VRJJ WIIHOJIV SIGNRIJRE CNJ M°V JRIGINRE ��-j CERE, 111E Vlfl ,'UC T yE I'l IS NC1 COVERED R REE I)Rl ! [Nil[ V 1i'5JRRPJCl PHOTOCOPYING PROHIBITED © 2016 FOR REFERENCE ONLY NOT A VALID SURVEY 1. 100 YEAR FLOOD, 3 YEAR 24 HOUR RAIN DATA NOT AVAILABLE. 2. WRITTEN DIMENSION TAKE PRECEDENT OVER SCALED DIMENSIONS. DISTANCES ARE NOT TO BE SCALED FOR CONSTRUCTION AND/OR DESIGN PURPOSES. 3. FIELD MEASUREMENTS, PLAT MEASUREMENTS AND DEED MEASUREMENTS ARE CONCURRENT UNLESS OTHERWISE SPECIFICALLY STATED ON THIS SURVEY. 4. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED AS PART OF THIS SURVEY, UNLESS SHOWN OR MADE NOTE OF HEREON. 5. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP HAVE BEEN FURNISHED THIS SURVEYOR, EXCEPT AS SHOWN. 6. ENCROACHMENTS, IF ANY ARE SHOWN HEREON. 7. BEARING SHOWN HEREON REFER TO THE RECORDED PLAT AS STATED IN DESCRIPTION ABOVE. 8. ELEVATIONS, IF ANY, SHOWN HEREON REFER TO NATIONAL GEODETIC VERTICAL DATUM (1929) WHERE MEAN SEA LEVEL IS 0-00. 9. THIS SURVEY IS NOT TRANSFERABLE BY OWNERS AFFIDAVIT OF SURVEY OR SIMILAR INSTRUMENT. 10. THIS SURVEY IS VALID IN ACCORDANCE WITH F.S. 627.7842, FOR A PERIOD OF 90 DAYS FROM THE DATE OF CERTIFICATION. 11. THIS SURVEY MEETS PRECISION REQUIREMENTS FOR RURAL SURVEYS. RELATIVE PRECISION IS GREATER THAN 1 FOOT IN 5000 FEET. 12. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LEGEND: A/C = AIR CONDITONING PAD 0 = EXISTING ELEVATION PB = PLAT BOOK L =CENTRAL ANGLE/DELTA = PROPOSED ELEVATION P.O.B. P.O.C. = POINT OF BEGINNING = POINT OF COMMENCEMENT =SOIL TESTSITE >� PC = POINT OF CURVATURE = BENCHMARK SYMBOL qq--�� =FIRE HYDRANT P.R.M. = PERMANANT REFERENCE MONUMENT A ASPH =ASPHALT ropo C.M. =CONCRETE MONUMENT PG. =PAGE BM =BENCHMARK F = FOUND = PLANTER = CABLE TELEVISION BOX FF = FINISH FLOOR FOR. OR. =PORCH (C) = CALCULATED I.R =IRON ROD PROP. =PROPOSED C.B.S. = CONCRETE BLOCK STRUCTURE R = RADIUS C.L.F. = CHAIN LINK FENCE N & T.T P.K. = NAIL & TIN TAG = P.K. NAIL R.C.P. = REINFORCED CONCRETE PIPE C.M.P. = CORRUGATED METAL PIPE R/W = RIGHT OF WAY C/L =CENTERLINE I.P. H.W.F. = IRON PIPE = HOG WIRE / FIELD FENCING 5/8" I R. = 5/8"IRON ROD AND CAP #2992 CONIC. = CONCRETE 0 =LIGHT POLE S.F. =SQUAREFEET COV. =COVERED LB = LISCENSE BUREAU P.K. = PARKER-KALON NAIL AND DISK (D) = DESCRIPTION (M) = FIELD MEASUREMENT S =SET MONUMENT D.B. =DEED BOOK M.H. =MANHOLE S.T. =SEPTIC TANK D.E. = DRAINAGE EASEMENT MAX. = MAXIMUM SCRN. = SCREENED D.0 E = DRAINAGE AND UTILITY EASEMENT MONT = MONUMENT 0 = TELEPHONE RISER BOX D.F. = DRAIN FIELD MIN. =MINIMUM TYP. =TYPICAL ENC. =ENCROACHMENT N&D =NAIL AND DISK U.E. =UTILITY EASEMENT ENCL. =ENCLOSURE O.D. = OUTSIDE DIAMETER C-CL = UTILITY POLE (POWER OR TELEPHONE) ESM'T. =EASEMENT O.R.B. = OFFICIAL RECORD BOOK W = WASHER EXIST. = EXISTING O/H = OVERHEAD UTILITY LINE W C. = WITNESS CORNER X ® = ELEVATION P.C.P. = PERMANENT CONTROL POINT W.F. = WOOD FENCE = ELECTRICAL PANEL (P) = PLAT DIMENSION ® = WATER METER D TRIANGLE Land Surveying, Inc. Surveying to Specificati LB # 2992 CERTIFIED TO: COPY ILF, COPY WITH MY EMBOSSED SEAL AND SIGNED BY ME. 6483 Royal Palm Beach Boulevard W. Palm Beach, FL 33412 561.798-3966(phone) 561.791-8777 (fax) triangle2992@gmail.com DERRICK GALE AND TIFFANY GALE INDYMAC BANK, FSB, ITS SUCCESSORS ND/OR ASSIGNS, ATIMA FIRST AMERICAN TITLE INSURANCE CO PANY FIELD DATE: _ "°�° © SCALE: ADDRESS: MARCH 03, 2016 1 "= 40' 7259 INDIAN RIVER DRIVE DRAWN BY: PORT ST. LUCIE, FL. AT JOB ORDER NO.: F.B. PG. %, 16685 IMP, 5 81