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Home My WebLink AboutBoundary Survey 3-25-19LESSOI C LESSOUT ABBREV I AT 10�.. . (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CONIC = CONCRETE CLF = CHAIN LINK FENCE DB = DEED BOOK FND = FOUND INV = INVERT IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY MON = MONUMENT N/D = NAIL AND DISK ORB =OFFICIAL RECORD BOOK PB = PLAT BOOK PG = PAGE PL = PROPERTY LINE POB = POINT OF BEGINNING POC POINT OF COMMENCEMENT R/W = RIGHT-OF-WAY RGE = RANGE SEC SECTION TWP = TOWNSHIP SYMBOLS: F- = GUY WIRE ANCHOR ® = MAIL BOX QW = WELL '0. = WOOD POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 Nn 1 L#n L I nt Jtt J01ILt I Z Ut Z 3-25-19 ADD FORMBOARDS ,J) 12-18-18 ADD PROPOSED RESIDENCEJi 3-22-18 UPDATE SURVEY CJM DATE: REVISIONS: BY. ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 LBf7280 Fax: (772) 340-2250 T 0 y ER IN �T -* SITE / E RECEIVED MAR 2 7 2010 Permitting Department St. Lucie County O O a_ Of Ld C9 L ca 0] ORANGE AVENUE LOCATION MAP LEGAL DESCRIPTION: NOT TO SCALE PARCEL 1: THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, LESS THE NORTH 39 FEET THEREOF, AND THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; LESS THEREFROM THE FOLLOWING DESCRIBED PARCEL OF LAND, TO WIT: COMMENCE AT THE NORTH 1/4 CORNER OF SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUNS 00'52'04" E, A DISTANCE OF 694.13 FEET ALONG THE NORTH - SOUTH 1/4 SECTION LINE OF SAID SECTION 9, TO THE POINT OF BEGINNING; THENCE RUN N 89'48'32" E, A DISTANCE OF 678.89 FEET TO THE EAST LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 9; THENCE RUN S 00'44'25" E, A DISTANCE OF 655.62 FEET TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 9; THENCE RUN S 89'39'20" W, A DISTANCE OF 677.41 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 9; THENCE RUN N 00'52'04" W, A DISTANCE OF 657.45 FEET TO THE POINT OF BEGINNING. PARCEL 2: AN UNDIVIDED ONE-HALF INTEREST IN THE WEST 60 FEET OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. PARCEL 3: AN UNDIVIDED ONE-HALF INTEREST IN THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA THENCE RUN N 89'39'20" 17, ALONG THE SOUTH LINE OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID =CTION 9, A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING; THENCE RUN N 00'44'25" W, PARALLEL rlI THE WEST LINE OF THE SAID SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4, A D;ST/,NCE OF 30,00 FEET; THENCE N 89'39'20" E, A DISTANCE OF 124.45 FEET TO THE NORTHERLY EXTENSION OF THE CENTERLINE OF BERGER ROAD; THENCE RUN S 00'42'42" E, A DISTANCE OF 30.00 FEET; THENCE RUN S 89'39'20" W, A DISTANCE OF 124.44 FEET TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. CON`,.li,'ING 527,175 SQUARE FEET OR 12.102 ACRES, MORE OR LESS SURVEY REPORT 1. ,iIS IS A SOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(0-k), FLORIDA ADMINISTRATIVE CODE. QVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: S89'33'18"E ALONG THE SOUTH RIGHT-OF-WAY LINE OF 39 FOOT CANAL. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C01515 J, EFFECTIVE DATE 2-16-12. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. 1HE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. '. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANCER J. PIAZZA PSM, INC. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE SALE OF PROPERTY AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L.-NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 471.027 FLORIDA STATUTES. 13. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. FIR PARED FOR: CELESTINO FUENTES PONCE VIRGINIA SOCORRO RODRIFUEZ DEFUENTES ANCHOR LAND TITLE, INC. OLD REPUBLIC TITEL INSURANCE COMPANY 14. @ COPYRIGHT 2018 BY ALEXANDER J. PIAZZA PSM, INC. 1HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS Or THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. yY (r^ia 3-25-19 ALEXANDER J. PIA7ZA'PSY, INC. DATE OF FIELD SURVEY: DACE OF SURVEY: FORWBOARD BOUNDARY SURVEY BERGER ROAD SEC 9, TWP 35S, RGE 39E AS PREPARED FOR CELESTINO FUENTES PONC NIA SOCORRO RODRIGUEZ De 3-22-18 " f 1�5 , 12-31-14 3-25-19 ALEXANDER J`. P!KZZA t PROFESS I dNhI_>. SURVEYOR "ANO' MAPPER FLORIDA CERTIFICATE Nb.,<6330 CAD K:\BUILDERS\DWG2014\DWG\14-1918.DWG REF K:\ FLD CJM / AJP FB. PG. JOB 14-1918 OFF RP DATE 3-25-19 EN TES CKD AJP SHEET 1 OF 2 DWG D-858 z Om FZ 00 NF aw 110 U d� M (0ro 33 00 � M 00 zz SW CORNER OF SECTfON 9 NE 1/4 MATCH LINE SEE SHEET 1 OF 2 ON �W �zoz wu-Zw " LL 00 OzFZ om w O x x I x a X I x x U � x I o cp O N LO OLO LESSOUT 3 c PARCEL N i� I a_ w x 0] NOT PLATTED od 0 O O x Z x K x x Ix L x x GATE r I x FI F �LLl Z RIM MM 3wzw '00m O�Fz x w0 z—Nm wz a U- v O K p O O M x 00 (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CONC = CONCRETE CLF = CHAIN LINK FENCE DB = DEED BOOK FND = FOUND I = INVERT IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY MON = MONUMENT N/D = NAIL AND DISK ORB = OFFICIAL RECORD BOOK PB = PLAT BOOK PG = PAGE SYMBOLS: PL = PROPERTY LINE POB = POINT OF BEGINNING E— = GUY WIRE ANCHOR POC = POINT OF COMMENCEMENT ® = MAIL BOX R/W = RIGHT—OF-WAY Q = WELL RGE = RANGE LSl WOOD POWER POLE SEC = SECTION O = SET 5 8" IRON ROD WITH PLASTIC TWP = TOWNSHIP CAP P M#6330 S LINE OF NW 1/4 OF NE 1/4 OF SECTION 9 S89'58'56"W 676.65(C) S89'39'20"W 677.41'(D) NOT PLATTED 3-22-18 UPDATE SURVEY DATE: REVISIONS: SE SW 1/4 OF NW 1/4 4' NRE FENCE J A 4' WOO , FENCE INTERSECTION 1.2'OF PR S NOT PLATTED 00 of P.COR N89'39'20"E 124.45'I ZZ N89'S8'56"E 124.22 a ROCK DRIVE PARCEL 3 PARCEP0B3 FND 1" IP S89'39'20"W 1 4' 3'39'20"E 60' D 0.33'S Of PCOR 124.2 GATE S89'S8'S6"W C FND IRC LB#4286" 0.28'E,0.56'S 4' We TE FENO' CS0 SOi 0'i CONC INTERSECTIONCE ( ) 184.23'(C) DRIVE -\ / I I I cor, ivu + k W'S OF PL 4' WpOp �( FENCE CORNER o. ' ,os's FND N/D o�HcoR "LB#4286" O 0.13'E,0.48'S I QI o j NJ �, C LOT 12 BLOCK 1 I-p c R.G. ALLEN SUBDIVISION w 3�a cc(UNRECORDED) �ao � . x I mI WL a I `- I I I 25.00' 1 25.00' - ALEXANDER J. PIAZZA PSM, INC. Surveying • upping • Consulting 619 SW Piltmore Street ® Port St. Lucie, Florida 34983 CJb1 Phone: (172) 340-7770 -8Y. LBP280 Fax: (772) 340-2250 SITE BOUNDARY SURVEY CAD K:\13UILDERS\DWG2014\DWG\14-1918.DWG BERGER ROAD REF K: \ SEC 9, TWP 35S, RGE 39E FLD CJM / AJP FB. PG. JOB 14-1918 AS PREPARED FOR OFF CJM DATE 1-05-15 CELESTINO FUENTES PONCE RGINIA SOCORRO RODRIGUEZ DeFUENTES I cKD AJP SHEET 2 of 2 Dwc D-0614 DERS\DWG2014\DWG\14-1918.dwg, 3/25/2019 2:07:15 PM