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Home My WebLink AboutRECORD SURVEY0, LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER AE ACCESS EASEMENT ASPH ASPHALT AVE AVENUE AVG AVERAGE BLVD BOULEVARD BM BENCHMARK BOG BACK OF CURB BRG BEARING C CALCULATED FROM FIELD MEASUREMENTS CB CATCH BASIN CA CENTERLINE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE Co. COUNTY CONC CONCRETE COORD COORDINATE(S) CULV CULVERT DE DRAINAGE EASEMENT DEG OR ' DEGREE ESMT EASEMENT EXIST EXISTING FDN FOUNDATION FDOT FLORIDA DEPARTMENT OF TRANSPORTATION FF FINISHED FLOOR FH FIRE HYDRANT FND FOUND GW GUY WIRE HWY HIGHWAY ID IDENTIFICATION NUMBER 1-4 INTERSTATE HIGHWAY IP IRON PIPE IR IRON ROD INV INVERT SEPnc AREA IRC IRON ROD & CAP LP LIGHT POLE M MEASURED DATA L O T 2 MES MITERED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE OCCUPIED NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES P —� PLAT DATA PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCP PERMANENT CONTROL POINT PSM PROFESSIONAL SURVEYOR & MAPPER POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PG.(S) PAGE(S) PR PHONE RISER PRC POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT R RADIUS RCP REINFORCED CONCRETE PIPE RD ROAD RR RAILROAD R/W RIGHT-OF-WAY r, SA SETBACK LINE S el SR FOUND CM STATE ROAD 'WES• PRM ST STREET T TANGENT TOB TOP OF BANK 0— ow TOC TOP OF CURB TOS TOE OF SLOPE TWP TOWNSHIP TYP TYPICAL UE UTILITY EASEMENT & AND — 0 AT 0 DELTA ® WATER METER �f UTILITY POLE ® WELL a,Luale LOT 1 VACANT 101.00' a if LOT 10 MODEL LANDRJBDIVISION (PLAT BOOK1 PAGE 1 O) RECORD SURVEY LOT 3, CROUCHVILLE ACRES SAINT LUCIE COUNTY, FLORIDA 101 RIGHT ❑F WAY LOT 9 MODEL LAND SUBDIVISION (PLAT BOOK 2, PAGE 10) 101.00' X — X — LOCATION MAP NOT TO SCALE STREET ADDRESS 8310 ANDREWS AVENUE, FORT PIERCE, FL 34954 LEGAL DESCRIPTION \ LOT 3, CROUCHVILLE ACRES, ACCORDING TO THE PLAT \ THEREOF RECORDED IN PLAT BOOK 33, PAGE 8, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CERTIFICATIONS B & K GROVES INC.; DALE BASS; DIANA BASS; PERMIT# GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, NATIONAL GEODETIC SURVEY ADJUSTMENT OF 1999. (NAD 83/99) AND THE NORTH LINE OF ANDREWS AVENUE, WITH A BEARING OF S89.44'58"E, PER PLAT. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0170 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 8. 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 OF PARTIES. 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. 10. THE LAST DATE OF FIELD WORK WAS FEBRUARY 25, 2014. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA It SYSTEM. 2. TYPICALLY, A BASE RECIEVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM TECHNICAL STANDARDS. ZN CD r C-i W PaY 'nw ? 06 W OJ a N m LL LL WZ KWOw O N W w W LL l!J Z. r K rcW OLL -2' LL T r h C w i ' 40 J 0 > Z W Q > C J (, K ti O LU G U) a a v LU O Y V Z O a U.`L m O Q a vJ W I— U U) Q (n Q J m Z_ Q 1 Q = U o I- :) 060 Owe U0W CM a O a J U r a L W Z W o W q > O� q L Q L f a- 0! p o cy L,- a q q A q q q Q Q Q Q U U M P] 0 N Ld (U I- \ \ Q O� q (U w \ Q rn vI Z z� z J rcNw� LL>r <ww`-' o N N0< w Q � Z 0o¢w on< Z ()z ZIm m r »rna m zow� a In �0z01 O <U 000 wWs3 wo'o } UZro z O zowz Z_ z�y�� jo N W tU o9&0 Xza� VV) zooa J a�rr U)��/� JKK� <aow DRAWN BY; CA CHECKED BY, CA DATE; JANUARY 28, 2014 HORIZONTAL SCALE, 1'=40' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL ICHARLES ARNOLDII PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO. 4971 'PRINTFzD DATE" SHEET 1 OF 1 PROJECT NO. 14-505