The URL can be used to link to this page

Home My WebLink AboutBoundary Survey 1-05-15cnn LESSOUT tir J a 0 z z L LESSOUT ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CONC = 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 MATCH LINE SEE SHEET 2 OF 2 SYMBOLS: Q-- = GUY WIRE ANCHOR ® = MAIL BOX OW = WELL 0. = WOOD POWER POLE 0 - SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 12-18-18 3-22-18 DATE: _= ALEXANDER J. PIAZZA PSM, INC. _ Surveying • Mapping • Consulting ADD PROPOSED RESIDENCE AJP 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 UPDATE SURVEY CJAII Phone: (772) 340-7770 REVISIONS: BY. LBf72W Fax: (772) 340-2250 7 0 v 0 N N 0 N AI 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 COUNT'., FLORIDA; THENCE RUN S 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 671".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" E, ALONG THE SOUTH LINE OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 9, A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING; THENCE RUN N 00'44'25" W, PARALLEL WITH 'HE WEST LINE OF THE SAID SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4, A DISTANCE 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. CORiTA >!!iG 527,175 SQUARE FEET OR 12.102 ACRES, MORE OR LESS SURVEY REPORT: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(o-k), FLORIDA ADMINISTRATIVE CODE. IRVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BFARING BASIS: S89'53'18"E ALONG THE SOUTH RIGHT-OF-WAY LINE OF 39 FOOT CANAL. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. 'f!IIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY R;NEL NO. 12111CO155 J, EFFECTIVE DATE 2-16-12. 7. FL.00D ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. T'1E FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. T'IERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE F)UND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN P=RFORMED BY ALEXANDER J. PIAllA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE SALE OF PROPERTY AND FALLS WITHIN THE SJBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. A FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS C-ASSIFICATION. 10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL R OSED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11. A)DITIONS 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. T-E BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AAERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L-I'ET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE ( GCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS F_LATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE F!-CRiDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT' TO C,IAPTER 471.027 FLORIDA STATUTES. 13. PiIS SURVEY 1S PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. FREPARED FOR: CELESTINO FUENTES PONCE VIRGINIA SOCORRO RODRIFUEZ DEFUENTES ANCHOR LAND TITLE, INC. OLD REPUBLIC TITEL INSURANCE COMPANY 14. Cc -COPYRIGHT 2018 BY ALEXANDER J. PIAZZA PSM, INC. 'E SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. ,HIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF 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. ALEXANDER d,.;,O:,AY_Y._PPSM, INC. DATE OF FIELD SURVEY: DATE OF SURVEY: SITE PIL.AN 'e�` c``_ 12-31-14 1-05-15 BOUNDARY SURVEY BERGER ROAD SEC 9, TWP 35S, RGE 39E AS PREPARED FOR CELESTINO FUENTES PONCE k SOCORRO RODRIGUEZ DeFUENTES ALEXANDER. J : P 1 }rZZA > a b° PROFESSI1NAL,SURbFYOR 6 MAPPER FLORIDA CERTIFICATE Nb,6330 CAD K:\13UILDERS\DWG2014\DWG\14-1918.DWG REF K: \ FLD CJM / AJP FB. PG. JOB 14-1918 OFF CJM DATE 1-05-15 CKD AJP SHEET 1 OF 2 DWG D-0614 MATCH LINE SEE SHEET 1 OF 2 I \w za, z w wz w x ooFO NO O m w 3 z x gz J I 0 Z Orn U Z O to I I x Z I x x I I� x U oc� o O I Q w vn N� x N0 o� NCI � I J 3' ID to n 3 x V W aw 33 LESSOUT W a 0 Z NOT PLATTED o PARCEL N V) I a W L (J M * to x m top 0o NOT PLATTED o N zz 0. O x CV Z I W LO x M O J x (n a 0 z x I x �x x GATE x L I x U� U � N N� �pIy,JI did �Zz MI, m w 000 x O��z _gym J 3 V) x wz < 0 O x O I O O xw 33 In io N'° 4' WOOD FND IRC V a FENCE CORNER "LB#4286" x� oo &KHAN N89-39-20"E 124.45'SD) 0.26'E,0.56 S ZZ N89858'56"E 124.22 C) GATE FE WOOD ; a PARCEPLC3 ' S00'4243 (D) SE CORNER OF ROCK DRIVE MAX ryg0 SOO"26'38'E (C) SW CORNER SW 1/4 OF NW 1/4 OF NE 1 4 POB PARCEL 3 OF NW 1 4 OF NE 1/4 SECTIOt�9 PARCEL 3 tie 30'��) NOR OF SECTION 9 S LINE OF NW 1/4 OF NE 1/4 OF SECTION 9 — NO FND 2' x2" FND 1" IP S89'39'20"W 1 4' D �% CONC MON N89'39'20"E 60' D 0.33'S OF PCOR 124.2 2 .00' (AS S89'58'56"W 676.65' C AGATE S89'39'20"W 676'65 (C) 1JTWC S89"58'56"W (C) CONIC FND 4"X4" 4' WIRE FENCE 1 C NICE \ DRIVE CONC MONUMENT & 4' WOOD FENCE I 0.1'S OF PL 184.23'(C) INTERSECTION 4' WOOD 2'W 1 5'S FENCE CORNER OF PCOR 0.7'F,0.3'S FND NO�D I OF CDR "LB#42$6" 0.13'E,0.48'S I a1- 0 I N NJ OW2 0 LOT 12 BLOCK 1 -p o�� a R.G. ALLEN SUBDIVISION 3�< ma5o (UNRECORDED) � of ��m� NOT PLATTED oa �av v mlua I I I 25.00' 25.00' (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CONC = 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: ALEXANDER J. PIAZZA PSMi, INC. E- = GUY WIRE ANCHOR Surveying " Mapping " Consulting ® = MAIL BOX 619 SW Biltmore Street QW = WELL l9 = Port St. Lucie, Florida 34983 WOOD POWER POLE 3-22-18 UPDATE SURVEY CJM O = SET 5/8" IRON ROD WITH PLASTIC Phone: (772) 340— 7770 CAP PSM#6330 DATE: REVISIONS: I BY. LB/7280 Fax: (772) 340-2250 SITE PLAN BOUNDARY SURVEY BERGER ROAD SEC 9, TWP 35S, RGE 39E AS PREPARED FOR CELESTINO FUENTES POI � SOCORRO RODRIGUEZ 0 CAD K:\13UILDERS\DWG2014\DWG\14-1918.DWG REF K:\ FLD CJM / AJP FB. PG. JOB 14-1918 OFF CJM DATE 1-05-15 CKD AJP SHEET 2 OF 2 DWG D-0614 DERS\DWG2014\DWG\14-1918.dwg, 2/25/ 10:59:09 AM