Loading...
HomeMy WebLinkAboutCONSTRUCTION LAYOUT SURVEY CONSTRUCTION LAYOUT SURVEY L=280.98 R=2076.59 SET p=7°45'09" P.K. (BASS OF C/L OF SE GASPARILLA AVENUE (60' R/W) 96 gEAR�Nc'S�, 989 (ASPHALT PAVEMENT) _ - - - - - - - - BM IS FOUND P.K. LB 6790 435.52 - FOUND NAIL X=9.77 NAVD88 - F NAIL 24 9 FOUND 8 ,7 w NAIL w 8 0 1 0 -- -- -- -- - o--- ---- SWALE± L=109.00 R=2046. 9 0= 003'06" I 52, 16' 57' r 1 0 ZT 1 I mo I 00z o I m o I PROP. II PROP. o m CONIC. IC) 7- I CONC DRIVE. RIVEo �0 II WALK O Z I II 16' 21,4„ 13-10" . II 4'-1 COV x %- X ID r II ID w I� ID PROP.IDWELLING I� ol II m DII PROP.IFF X=12.11 I> z DZ m > �I cn >l mg m m 0 m o ml IZ " o Q°I 10, -I O o. z WLY LOT 5 0l I j NELY LOT 4 BLOCK 35 I COV. BLOCK 35 UNIT 4 I I PORCH UNIT 4 (OCCUPIED) I 32.00' 30' 31.99' (OCCUPIED) FF X=12.61 FF X=11.61 I �� I II III off' I I I SWLY LOT 41 BLOCK 35 � NIT 4�� I II EB OCKLY O 55 CD (VACANT) o o I I '02 UNIT 4 8 z o I I (VACANT) z GRAPHIC SCALE z � L _ - - - - - - - - - - � - - - - O ^? 20 0 10 20 ^' I 10'DRAINAGE& D UTILITY EASEMEN 48.45' T 53.09' - - - INTERNATIONAL SURVEY FEET L=101 .54 R=1906.59 A=3'03'06" -' -x LOT 17 LOT 18 1 inch = 20 ft. BLOCK 35-UNIT 4 BLOCK 35-UNIT 4 (OCCUPIED) (OCCUPIED) FF X=11.33 FF X=11.67 PHOTOCOPYING PROHIBITED©2021 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LEGEND: LEGAL DESCRIPTION (As furnished by client) A/C AIR J =CENTRAL ANGLING PADEAELTA xj =EXISTING ELEVATION PB =PLAT OINT OF B SOUTHERLY PART OF LOT 4 BEING 57 FEET ON NORTH LINE AND 53.09 FEET ON SOUTH LINE P.O.B. =POINT OF BEGINNING =SOIL TEST SITE PROPOSED ELEVATION PO.C' =POINT OF INT OF CURVATURE AS ENT AND EASTERLY PART OF LOT 5 BEING 52 FEET ON NORTHERLY LINE AND 48.45 FEET ON =BENCHMARK SYMBOL ASP =ASPHALT =FIRE HYDRANT P.R.M. =PERMANANT REFERENCE MONUMENT SOUTHERLY LINE,BLOCK 35,OF RIVER PARK UNIT 4,ACCORDING TO THE PLAT THEREOF AS BM =BENCHMARK C.M. =CONCRETE MONUMENT PG. =PAGE ® -C BEE TELEVISION BOX FF -FINISH FLOOR PLTR. =PLANTER RECORDED IN PLAT BOOK 11,PAGE 9,OF THE PUBLIC RECORDS OF ST.LUCIE COUNTY, (C) =CALCULATED I.R =IRON ROD POR. =PORCH FLORIDA 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 X,`t =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. =DEEDBOOK M.H. =MANHOLE S.T. =SEPTIC TANK D.E. =DRAINAGE EASEMENT MAX. =MAXIMUM SCRN. =SCREENED DUE =DRAINAGE AND UTILITY EASEMENT MONT =MONUMENT [ =TELEPHONE RISER BOX NOTES: D.F. =DRAIN FIELD MIN. =MINIMUM TYP. =TYPICAL EN C. =ENCROACHMENT N&D =NAIL AND DISK U.E. =UTILITY EASEMENT ENCL.=ENCLOSURE O.D. =OUTSIDE DIAMETER �0� =UTILITY POLE(POWER OR TELEPHONE) 1.PARCEL FALLS IN FEMA FLOOD ZONE X,PER FEMA FLOOD MAP 12111 CO279K EFFECTIVE 02/19/2020. ESM'T.=EASEMENT O.R.B. =OFFICIAL RECORD BOOK W =WASHER 2.WRITTEN DIMENSION TAKE PRECEDENT OVER SCALED DIMENSIONS.DISTANCES ARE NOT TO BE SCALED FOR EXIST.=EXISTING O/H =OVERHEAD UTILITY LINE W.C. =WITNESS CORNER CONSTRUCTION AND/OR DESIGN PURPOSES. ® =ELEVATION P.C.P. =PERMANENT CONTROL POINT W.F. =WOOD FENCE =ELECTRICAL PANEL (P) =PLAT DIMENSION © =WATER METER 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. 4750 Royal Palm 5.NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS,RIGHTS-OF-WAY AND/OR OWNERSHIP HAVE BEEN y FURNISHED THIS SURVEYOR,EXCEPT AS SHOWN. Beach Boulevard 6.ENCROACHMENTS,IF ANY ARE SHOWN HEREON. TRIANGLE 7. BEARING SHOWN HEREON REFER TO THE RECORDED PLAT AS STATED IN DESCRIPTION ABOVE. Land Surveying, Inc. W. Palm Beach, FL 33412 8.CENTERLINE OF SE GASPARILLA AVENUE HAS A PLAT BEARING OF N41"14'00"E AND ALL OTHER BEARINGS SHOWN 561.798-3966(phone) HEREON REFER THERETO. Surveying to Specification 9.ELEVATIONS,IF ANY,SHOWN HEREON REFER TO NORTH AMERICAN VERTICAL DATUM(1988)WHERE MEAN HIGH ��11 561.791-8777(fax) SEA LEVEL IS 0'00,UNLESS OTHERWISE NOTED. rr LB#2992 ^ 10.THIS SURVEY IS NOT TRANSFERABLE BY OWNERS AFFIDAVIT OF SURVEYOR SIMILAR INSTRUMENT. trian g1e2992 @gmail.com 11.CERTIFICATION. SURVEY IN ACCORDANCE WITH F.S.627.7842,FOR APERIOD OF 90 DAYS FROM THE DATE OF SURVEY PREPARED FOR EXCLUSIVE USE OF: 12.THIS SURVEY MEETS PRECISION REQUIREMENTS FOR SUBURBAN SURVEYS.RELATIVE PRECISION IS GREATER SYNERGY HOMES,LLC THAN 1 FOOT IN 7500 FEET. 13.ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY OTHER THAN THE SIGNING PARTY OR SYNERGY HOMES FL,LLC PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. FIDELITY NATIONAL TITLE INSURANCE COMPANY FIRST AMERICAN TITLE INSURANCE COMPANY ®®®�0. I'wj' Digitally signed by 8��s®®�� PROGRESSIVE TITLE SOLUTIONS LLC ®� °�c ,• °°°, � ®® LEOPOLD KORN,P.A. �� Robert D Robert D PAL HOLDINGS GROUP,LLC,A FLORIDA LIMITED LIABILITY COMPANY ® � o �324 ° COPYRIGHTED © Whitehead FIELD DATE: MATERIAL SCALE: ADDRESS: 09-13-2021 e Wh itehead Date: 2021.09.13 JUNE 10, 2021 1" =20' 430 SE GASPARILLA AVENUE ® STATE OF :• �: REVISED:SITE061621 MEL �® © DRAWN BY: PORT ST. LUCIE, FL 34983 FLOMDA ® REVISED:SITERL091321 PAM CFC ®e� °° °°•. ° m®® 15:31:57 -04'00' JOB ORDER NO.: F.B. PG. ff SURVEY R LIED I D S V COVERED BV PROFESS [ AMOwl23606 CRG-RDW