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HomeMy WebLinkAboutFinal Survey 10-07-20(a'b' LESSOUT A a a 0 z z 91 LESSOUT I 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 POS = POINT OF BEGINNING POC = POINT OF COMMENCEMENT R/W = RIGHT—OF—WAY RGE = RANGE SEC = SECTION TWP = TOWNSHIP t,clsC..R SYMBOLS: = GUY WIRE ANCHOR ® = MAIL BOX QW WELL 19 = WOOD POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 0 MATCH LINE SEE SHEET 2 OF 2 0 v 11 A 2 0 N AI S I i 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 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 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" 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 THE 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. CONTAINING 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)(0—k), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING 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. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO155 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. 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 ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A NEW RESIDENTAIL HOME 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 LENGEMIANN 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. PREPARED FOR: CELESTINO FUENTES PONCE VIRGINIA SOCORRO RODRIFUEZ DEFUENTES 14. © COPYRIGHT 2020 BY ALEXANDER J. PIAZZA PSM, INC. THE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS 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. 9-24-20 3-25-19 ALEXANDER J IA ZA1*vt INC. '�x' 3-22-18 RECEIVE[) ` DATE OF FIELD SURVEY: 12-31-14 4 1011 1 APR DATE OF SURVEY: 10-07-20 r.rmrt1 at( foci:. 'a tm"t ALEXANDErJ P 17.,A !- PROFESS I �IAj •. SURVEYOR AN- ; "MAPPER FLOR I DA CTt F I CATE Ntb , 330 10-07-20 FINAL SURVEY AJP ALEXANDERJ. PIAZZA PSM, INC.CAD P'i `X `®i Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 LB#'728O Fax: (772) 340-2250 FINAL SURVEY BERGER ROAD SEC 9, TWP 35S, RGE 39E AS PREPARED FOR CELESTINO FUENTES POND VIRGINIA SOCORRO RODRIGUEZ DerUENTE:S K: \BUILDERS\DWG2014\DWG\14-1918 . DWG 3-25-19 ADD FORMBOARDS AJP REF K:\ 12-18-18 ADD PROPOSED RESIDENCE UPDATE SURVEY AJP FLD CJM / AJP FB. PG. JOB 14-1918 3-22-18 CJM OFF RP DATE 3-25-19 DATE: REVISIONS: BY: CKD AJP SHEET OF 2 1 DWG 0-946 I LESSOUT 0 (INa ZpW. N HEADWALL 4' WIRE FENCE INTERSECTION OF PIAR S r .• i J o_ N O z 0 M a rn w w 0 N In 0 VI E om 00 w0 tnF- FND IRC "NO CAP" 0.08'W,0.26'N LESSOUT PARCOELL N LINE OF NE 1/4 OF SECTION 9 39' CANAL RIGHT OF WAY PARCEL 1 NOT PLATTED Or \x x� x'� x s4.sa• ta.32', E��C � x 2CTx RONE x -x� v x - x�x - x - R - x _ x - xx-x-xx -x _x c� x 4' WIRE 4' WOOD FENCE TYPICAL FEN CE TYPICAL .L� ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CONC = CONCRETE CLF = CHAIN LINK FENCE DB = DEED BOOK FIND = 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 SYMBOLS: PG - PAGE PL = PROPERTY LINE E- GUY WIRE ANCHOR POS = POINT OF BEGINNING ® = MAIL BOX POC - POINT OF COMMENCEMENT QW = WELL R/W = RIGHT-OF-WAY '; = WOOD POWER POLE RGE = RANGE 0 = SET 5/8" IRON ROD WITH PLASTIC SEC - SECTION CAP P M 8330 TWP - TOWNSHIP 1 N89.52'24"W 678.22'(C) N89'48'32"W 678.89'(D) LESSOUT PARCEL NOT PLATTED MATCH LINE SEE SHEET 2 OF 2 MEAN ANNUAL FLOOD LINE-�� TOP OF BANK SITE SET IRC ELEV= 22.21 22.70 + 81.90' h m POLE BARN N N 61.90' ® WELL w :r m m m m 10 F 2 IRRIGATION 2'x10' __ VALVES CONC DRIVE WOOD SEPTIC SHED� TANK TOP OF BANK I \ 1 POND t 1 \ j 5� a' CONC DRIVE 140.38' Vy�� r=d �a W 22.74 22.02+ 4' WIRE FENCE TYPICAL zm z LU U.306g 0.4F z w0 zlVm �3In wz In l� v 0 100 FND IRC LB #6018"133E0 ; 120.04' w L LL 0 O\ O "- t0 $ 3z w 10 Oi h 04 FENCE INTERSECTION 1.31 OF PL 4' WOOD FENCE TYPICAL ®I LOCAWN 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 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 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" 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 THE 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 CENTFRLINE 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. CONTAINING 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)(a-k), FLORIDA ADMINISTRATIVE CODE. 2. ;URVEY BASED ON Sr, LUCIE COUNTY SECTIONAL DATA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING 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. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO155 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. 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 ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A NEW RESIDENTAIL HOME 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. PREPARED FOR: CELESTINO FUENTES PONCE VIRGINIA SOCORRO RODRIFUEZ DEFUENTES 14.( COPYRIGHT 2020 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS 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. 9-24-20 3-25-19 ALEXANDER J .11AA PSM, INC. 3-22-18 DATE OF FIELD SURVEY: 12-31-14 DATE OF SURVEY: 10-07-20 ALEXANDES J° Pf Z2A PROFESS I SURVEYOR AND --MAPPER FLORIDA j4,P+CATfi No. 330 10-07-20 FINAL SURVEY AJP ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW OIltmore Street ie, Florida 34983 , ® Port St. Lu � Phone: ('72) 340-7770 LB%T280 Fax: ("'72) 340-2250 FINAL SURVEY BERGER ROAD SEC 9, TWP 35S, RGE 39E AS PREPARED FOR CELESTINO FUENTES PO NC MRGINIA SOCORRO RODRIGUEZ De FUENTES CAD K:\BUILDERS\DWG2014\DAG\14-1918-DWG 3-25-19 ADD FORMBOARDS AJP AJP REF K.\ 12-18-18 ADD PROPOSED RESIDENCE FLD CJM / AJP FB. PG. JOB 14-1918 3-22-18 UPDATE SURVEY CJM OFF RP DATE 3-25-19 DATE: REVISIONS: BY: CKD AJP SHEET OF 2 1 DWG D-946 MATCH LINE SEE SHEET I OF 2 ^r w i ABBREVIATIONS: N I z I no .n coca 33 00 PIP O O zz (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 SW CORNER OFNW1 4OFNE1/4 OF SECTION 9 LESSOUT PARCEL NOT PLATTED S LINE OF NW 1/4 OF NE 1/4 OF SECTION S89'58'56"W 676.65(C) S89'39'20"W 677.41'(D) NOT PLATTED r3-22-18 SYMBOLS: F = GUY WIRE ANCHOR ®= MAIL Box = WELL 0 WOOD POWER POLE O= SET 5//S" IRON ROD WITH PL AST I C CAP P46330 FINAL SURVEY ADD FORMijoARDS ADD PROPr ISED RESIDENCE UPDATE SUHVEY REVISIONS: AJP AJP AJP CJM BY.• SE SW 1/4 OF NW 1/4 \w �Za, wwzw " L, o m O µ 80 23 �80WU J3Nm / Z w O x �x N x 10 LO Ln I ® U co � W W) N I7UJI I < m Ili x m C4 O 1n N Q x Q Z x I x x x I x X GATE x I x a Nor, p ZO dl n' 7 2 300� O �OZ x 0 Z �N:2 zj3 to wZ < x w O x O O O f7 DU I P INTEN5EC1 CE 0.11S OF PL pOp¢ 3� NOT PLATTED `M" N89'39'20"E 124 N89'58'56"E 124. ROCK DRIVE ------ PARCEL 3 a . u %JV n tVj CONC 184.23'(C) °R"E LOT 12 BLOCK 1 R.G. ALLEN SUBDIVISION (UNRECORDED) ALEXANDER J. PIA7ZA PSM, INC. Surveying • Mar,ping • Consulting 619 SW Biltraore Street Port St. Lucie, Florida 34983 Phone: (772) 340-7770 LB#7280 Fax: (772) 340-2250 FND N/D 0.13' "L8,0.48'S I FND IRC LB#4286" 0.2 'E,0.56'S V FNCE�TYPICAL S00'42'42"E0'26'38"E (C) 30.00 uno I m I "'a I I � I f 25.00125.00' j 4"Xe MONUMENT N ZZ LOU Uj 0JUIEr m¢50 0 C,4rjm w �-C�V� o .� J IHERLY EXTENSION ERLINE BERGER ROAD MONUMENTED) FINAL SURVEY BERGER ROAD SEC 9, TWP 35S, RGE 39E AS PREPARED FOR CELESTINO FUENTES PONCE VIRGINIA SOCORRO RODRIGUEZ DeFUENTES CAD K:\BUILDERS\DWG2014\DWG\14-1918.DWG REF K : \ FLD CJM / AJP FB. PG. JOB 14-1918 OFF CJM DATE 3-25-19 CKD AJP SHEET 9 OF 2 DWG D-946