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HomeMy WebLinkAboutS Platt Site PlanFND BX6 CM *T 94-1 w CN in M dj O M O M O Z -_22.4 22,0 19.7 FND I' W NO /D .30 O'22,0 0.45 WEST cN �O r 22, 21.6 22,7 W 77i r 2, x? 3 x 23 v m 30. 0. ' 221 x 22.80 w M C'7 C7 � Lo O Lo O O Z FND "IRC NELCON' 7 \21.0 I DRIVE u r� O O O i Boundary * Topographic Survey For: I CUTOUT Gale S. Ivey NO ID w 0' 40' 80' g GRAPHIC SCALE IN FEET d O O O m C) M CHERISURLOFF z PARCEL 6 2309-8014M*3-000.4 VACANT PASTURE 4' WOOD & WIRE FENCE 67.7' 23. COVERED ENTRY 711 1 2 //// 22,8 23, a� 22.2 ACV OD 71.3' 23,o 24.8' 23,14 FND 3X3 CM NO /D w CN � M O ~ Oj O a Lo O Lo O r z FND W IRC UNREADABLE CERTIFICATIONS GALE S. IVEY; 1 STORY FRAME RESIDENCE 4 FFE = 23.3' 23.1 23.0 S 89040'45" E 300.08'M 300D ce)) WELL 2,53 36.0, 22.47, .�s2 58.6' t ro O) 11.3' 18.7' 23 .. . CONC - - PA770 2,88 22.75 COVERED 1• ' PORCH 22.78% M S 89040'45C' E 21,6 31.1' N ry OD 00 30" PINE TREE OCCUPIES CORNER �22 PROPOSED 1 STORY METAL GARAGE ih FFE = 22.3' M .64 x 22.6146.8' 213 31 1' x 223 > 22,2 2 • 23.0 23.0 1 STORY FRAME GARAGE 2�0 FFE = 22.9' 00 x 2222.9 SEP77C AREA x 22.5 - - J 300.20'M 21' x J/ 300 D 4' WOOD & WIRE FENCE Zl A DORLESS ROBEIM PARCEL 8 2309-801.0007-000-2 OCCUPIED GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREME TS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. 4. THE HORIZONTAL, M )/ERTI7 LTAR®VTACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PR4 - C,OP%fL6Fk1D6,,A0MINj9'TRATIVE CODE (F.A.CJ 5J-17-051. FLORIDA DATE SlEiNPD 11J9fJ#tVF,Y0lt & MAPPER N °' 22.0• 0.0' C7 O o"t O O 30.0' 30.0' 21,E x 21,6 O 0 ''' O iJ y\� sr _ FND 3X3 CM NO ID 21.9 w � I � C:) Lf) O I M ii FND IR NO /D STREET ADDRESS 220 EMERALD AVENUE, FT. PIERCE, FLORIDA 34945 LEGAL DESCRIPTION FROM THE INTERSECTION OF THE CENTER LINE OF ORANGE AVENUE EXTENSION AND THE EAST SECTION LINE OF SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST, RUN SOUTH ALONG SAID SECTION LINE A DISTANCE OF 390 FEET TO A POINT OF BEGINNING; FROM SAID POINT OF BEGINNING RUN WEST PARALLEL TO CENTER LINE OF ORANGE AVENUE A DISTANCE OF 300 FEET TO A POINT; THENCE RUN SOUTH PARALLEL TO SAID SECTION LINE A DISTANCE OF 140 FEET; THENCE RUN EAST, PARALLEL TO CENTER LINE OF ORANGE AVENUE, A DISTANCE OF 300 FEET TO A POINT; THENCE NORTH ALONG SAID SECTION LINE A DISTANCE OF 140 FEET TO A POINT OF BEGINNING. THE SAME BEING LOT # 5 OF AN UNRECORDED PLAT ENTITLED WEST FORT PIERCE ESTATES, ALL OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LEGEND & ABBREVIATIONS A ARC LENGTH ORB OFFICIAL RECORDS BOOK A/C AIR CONDITIONER P PLAT DATA BSL BUILDING SETBACK LINE PB PLAT BOOK C CALCULATED FROM FIELD MEASUREMENTS PCP PERMANENT CONTROL POINT CBS CONCRETE BLOCK STRUCTURE PG(S) PAGE(S) CONC CONCRETE POB POINT OF BEGINNING CM CONCRETE MONUMENT POC POINT OF COMMENCEMENT C/L CENTERLINE PSM PROFESSIONAL SURVEYOR & MAPPER D&UE DRAINAGE & UTILITY EASEMENT R RADIUS ELEV ELEVATION R/W RIGHT OF WAY FFE FINISH FLOOR ELEVATION TOB TOP OF BANK FND FOUND TOS TOE OF SLOPE ID IDENTIFICATION NUMBER UE UTILITY EASEMENT N IP IRON PIPE ELEVATION (TYPICAL) q IR IRON ROD ® WATER METER YQ IRC IRON ROD & CAP ®�y SEWER MANHOLE jLB LICENSED BUSINESS }i UTILITY POLE „C4 LS LICENSED SURVEYOR DELTA H M MEASURED DATA ELECTRIC SERVICE BOX NAVD NORTH AMERICAN VERTICAL DATUM TELEPHONE SERVICE BOX OHP OVERHEAD UTILITIES 2� V d GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE EAST LINE OF SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST, HAVING A BEARING OF N00°04'41"E, OFFICIAL RECORDS BOOK 746, PAGE 1880, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. (ASSUMED DATUM) 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0155 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY .,8 BE DETERMINED BY AN ELEVATION CERTIFICATE. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. REFERENCE BENCHMARK BEING ST. LUCIE COUNTY, "WILLIS", WITH AN ELEVATION OF 21.16'. 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. 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. 12. THE LAST DATE OF FIELD WORK WAS JUNE 12. 2020. © COPYRIGHT ARNOLD SURVEYING, INC. ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS OP SERVICE AND REMAIN THE PROPERTY OP ARNOLD SURVEYING, INC. THE REPRODUCTION OR UNAUTHORIZED USE OF THESE DRAWINGS OR ANY OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERMISSION PROM ARNOLD SURVEYING, INC. 15 STRICTLY PROHIBITED. THI5 DRAWING OR DOCUMENT 15 PROTECTED 5Y FEDERAL COPYRIGHT LAWS. JOB NO. 20-517 DATE: 07/04/2020 SCALE: 1 "=40' DRAWN BY: CA REVIEWED BY: CA 2A OLD SURVEYIN(i, INC. PROFESSIONAL SURVEYORS AND MAPPERS FLORIDA LICENSED BUSINESS NUMBER 7903 4888 N. KINGS HIGHWAY 9425, FORT PIERCE, FLORIDA 34951 24 VERDE VISTA, FORT PIERCE, FLORIDA 34951 (772) 708-1819 SURVEY@ASI-SURVEY.COM