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BOUNDARY SURVEY
F W E S SCALE : 1"=20' CERTIFIED TO: MANUEL C. BARBOSA, SR. DESCRIPTION LOTS 12 AND 13, BLOCK 3, SUNRISE \ HOMESITES SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 13, PAGE 14, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.54 ACRES, MORE OR LESS. SURVEY NOTES 1_ THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS DECEMBER 12, 2017. 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH R/W LINE OF ROSELAWN BOULEVARD, BEARING S56`38'40"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 7. PROPERTY LIES IN FLOOD ZONE "X", PER MAP 12111CO189 J, DATED 2-16-12. 8. OWNERSHIP OF FENCES IS UNKNOWN. BY; RICHARD C. LAVE URE, FLORIDA P.L.S. #5209 _ Jj — py ENGE P5 1 LOT 11 `25 MIN. S TBf#CK REQ. FRONT fEB� sods SIDES CNR SIDES p 5 REARLS ZNG. . \ ° TECH tr LOT 14 98.6' o. 98.7 \ F��ilp Op 9g.6, NGO OR N LOT 12 O �� BLOCK 3 ° LEGEND CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT pSF.Og ti�� \ s (D) = DEED P pPG S�-61 ORB = OFFICIAL RECORD BOOK 75) a VV G \� POB = POINT OF BEGINNING yai. �X % c5` POC = POINT OF COMMENCEMENT '0 �� �60 �2. 2� IR' = # 5 IRON ROD .� 0), yN h EL = ELEVATION O = 5 IRON ROD & CAP RC # _.FRL— F'OR!DA-R^�.-R-&ND LIG4T _—. FFE = FINISH FLOOR ELEVATION q0 e� �p0 �p N�'j C ; \ CM = CONCRETE MONUMENT P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK IP = 1/2" IRON PIPE s PKD = PK NAIL AND DISK R/W = RIGHT-OF-WAY o��C,G<9 p0 T/ .. c�S Go�G� © = SANITOWN ARY CLEAN OUTNHOLE o ((( 2 TKO / Fb `� = AT&T MANHOLE \\ V U.E. = UTILITY EASEMENT F`r$ IFS 2� k b r O,p' 02 Ike A.E. = ACCESS EASEMENT 0 = FND IR (NO ID) , 14J ❑ = CATCH BASIN = METAL SIGN = LAMP POST = WATER METER = AT&T PEDESTAL 00, 0 = ELECTRIC SERVICE BOX OG �� '�1 `D, WOOD POWER POLE R=25.00 \' / 1�P�4 Pf �O `I `� = GUY CANCHOR RETE POWER POLE A=90,00'00° + c� Pse L oo sFCc - CONCRETE L=39.27' \Fl\ow -a- = s' HOG REKFENCEE SCANNEE O —A— = 4' ALUMINUM FENCE BY\ CHU = OVERHEAD UTILITY St Lucie6unty PG = PAGE ALUM = ALUMINUM FND= FOUND A = SANITARY VALVE 2 `2/is 91 1 _ DATE EXISTING ELEVATION BOUNDARY SURVEY - R E V I S 1 0 N S- BY I DATE REVISE REAR SETBACK OF PROPOSED SHED JOE M 2/2/18 PREPARED FOR . .. ......... ..................................... ............ ........ ........... MANUEL C. BARBOSA, SR. TASK BY DATE FIELD JK 12/12/17 CALCS. ROL 12/11/17 DRAWN MWH 1.2/13/17 CHECKED -RCL 12/1.3/17 FILE REF. FIELD BK./PG. 17.3036 17-248/21 LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426.FAX DATE: 12-13-17 HORIZ. VERT. SCALE: 1"=20' SCALE: N/A JOB No. 17.3036 SHEET. 1 OF 1