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HomeMy WebLinkAboutAS-BUILT SURVEYL=280.98 R=2076.59 p=7°45'09" AS BUILT SURVEY 1 OF BEAR NGS� N4A° AX 435.52 _ FOUND NAIL NAIL SET P.K. C/L OF SE GASPARILLA AVENUE (60' R/W) _ (ASPHALT PAVEMENT) TFOUND BM IS FOUND P.K. LB 6790 NAIL X=9.77 NAVD88 24.0 CONC. CONC. wo --------- P-C/L SWALE± r-- 1 zT 00 c p 'ODD N I II ?0 I I I I I I � I D I r col <� rr, �I Cn vl GM)I o- m II � WLY LOT 5 C:) BLOCK 35 UNIT 4 (OCCUPIED) I 32.00' FF X=12.61 GRAPHIC SCALE 20 0 10 20 INTERNATIONAL SURVEY FEET 1 inch = 20 ft. PHOTOCOPYING PROHIBITED © 2022 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LEGAL DESCRIPTION (As furnished by client) U V I I I I I I II I I I I I I I ELY LOT 5 BLOCK 35 UNIT 4 I I I li -- ----- I 48.45' LOT 17 L=101.54 BLOCK 35 - UNIT 4 (OCCUPIED) FF X=11.33 SOUTHERLY PART OF LOT 4 BEING 57 FEET ON NORTH LINE AND 53.09 FEET ON SOUTH LINE AND EASTERLY PART OF LOT 5 BEING 52 FEET ON NORTHERLY LINE AND 48.45 FEET ON SOUTHERLY LINE, BLOCK 35, OF RIVER PARK UNIT 4, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 9, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA NOTES: 1. PARCEL FALLS IN FEMA FLOOD ZONE X, PER FEMA FLOOD MAP 12111CO279K EFFECTIVE 02/19/2020. 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. CENTERLINE OF SE GASPARILLA AVENUE HAS A PLAT BEARING OF N41" 14' 00"E AND ALL OTHER BEARINGS SHOWN HEREON REFER THERETO. 9. ELEVATIONS, IF ANY, SHOWN HEREON REFER TO NORTH AMERICAN VERTICAL DATUM (1988) WHERE MEAN HIGH SEA LEVEL IS 0,00, UNLESS OTHERWISE NOTED. 10. THIS SURVEY IS NOT TRANSFERABLE BY OWNERS AFFIDAVIT OF SURVEY OR SIMILAR INSTRUMENT. 11. THIS SURVEY IS VALID IN ACCORDANCE WITH F.S. 627.7842, FOR A PERIOD OF 90 DAYS FROM THE DATE OF CERTIFICATION. 12. THIS SURVEY MEETS PRECISION REQUIREMENTS FOR SUBURBAN SURVEYS. RELATIVE PRECISION IS GREATER THAN 1 FOOT IN 7500 FEET. 13. 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. ® 5524 Robert D Digitally signed by Robert D Whitehead 02-22-2022 e Whitehead Date: 2022.02.22 STATE OF FL®�°®A ® 13:41:06 -05 00 ff SURVEY R LIED HE D S V COVERED BV NEW[ FRBE� ENV R=1906.59 COVJ -I I I W ONE (STORY A C.B.S. DWELLING CON FF �=12.21 I I I I I ELECTRIC �0 NELYLOT 4 I COV. METER 30.1 SWLY LOT 4 BLOCK 35 0 o UNIT 4 10' DRAINAGE & fILITY EASEMEP + 53.09I A=3°03'06" LOT 18 BLOCK 35 - UNIT 4 (OCCUPIED) FF X=11.67 L=109. 7 � 16.0 I I CONC. DRIVE I I I I 16.0 21.4 0=3003'06" 57' w 0 0 0 I I I I I I _ I ID I ID I� ID I<XI ImD Imc K m � I4�6 r"z "0 O -� I 0 BLOCK 35 UNIT 4 31.99' (OCCUPIED) FF X=11.61 0 c z 0 z, LEGEND: A/C = AIR CONDITIONING PAD �p00 = EXISTING ELEVATION PB =PLAT BOOK J = CENTRAL ANGLE/DELTA P.O.B. = POINT OF BEGINNING =SOILTESTSITE = PROPOSED ELEVATION = BENCHMARK SYMBOL P.O.C. = POINT OF COMMENCEMENT PC = POINT OF CURVATURE ASP H = ASPHALT = FIRE HYDRANT BM =BENCHMARK C.M. = CONCRETE MONUMENT P.R.M. = PERMANANT REFERENCE MONUMENT PG. =PAGE ® -C BEE TELEVISION BOX FF -FINISH FLOOR PLTR. =PLANTER (C) = CALCULATED I.R = IRON ROD POR. = PORCH C.B.S. =CONCRETE BLOCK STRUCTURE NBT.T =NAIL B TIN TAG PROP. =PROPOSED C.L.F. = CHAIN LINK FENCE P.K. = P.K. NAIL R = RADIUS C.M.P. =CORRUGATED METAL PIPE I.P. = IRON PIPE R.C.P. =REINFORCED CONCRETE PIPE C/L =CENTERLINE H.W.F. =HOG WIRE/FIELD FENCING R/W =RIGHT OF WAY CONIC CONCRETE 0 =LIGHT POLE 5/8"I.R. =5/8"IRON ROD AND CAP#2992 COV. =COVERED LB = LISCENSE BUSINESS S.F. =SQUARE FEET (D) = DESCRIPTION (M) = FIELD MEASUREMENT P.K. = PARKER-KALON NAIL AND DISK D.B. -DEED BOOK M.H. =MANHOLE S.T. =SEPTIC TANK D.E. = DRAINAGE EASEMENT MAX. =MAXIMUM SCRN. =SCREENED D.U.E = DRAINAGE AND UTILITY EASEMENT MONT = MONUMENT [ = 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 �0� = 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 TRIANGLE Royal Palm Beach Beach Boulevard rr W. Palm Beach, FL 33411 Land Surveying, Inc. 561.798-3966 (phone) Surveying to Specification 561.791-8777 (fax) LB # 2992 triangle2992@gmail.com SURVEY PREPARED FOR EXCLUSIVE USE OF: KNOX WILLIAMS SYNERGY TITLE, LLC COMMONWEALTH LAND TITLE INSURANCE COMPANY NORWICH COMMERCIAL GROUP INC, DBA NORCOM MORTGAGE, ITS SUCCESSORS AND/OR ASSIGNS, ATIMA FIELD DATE: °QMATERIAL @ SCALE: ADDRESS: JUNE 10, 2021 1" = 20' 430 SE GASPARILLA AVENUE PORT ST. LUCIE, FL 34983 REVISED:SITE061621MEL ©DRAWN BY: REVISED: SITERL091321 PAM CFC REVISED: F NALI 22222MELL JOB ORDER NO.: F.B. PG. 23606 CRG-RDW