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HomeMy WebLinkAboutSurveyml- Ti u LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONC CONCRETE DEG OR DEGREE ELEV ELEVATION FFE FINISHED FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR N IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERD LAND SURVEYOR R/W RIGHT-OF-WAY © WATER METER & AND Q AT A DELTA 0 UTILITY POLE FOUND 3/4" IP IN CUTOU SW CORNER OF NE 1/4 SECTION 3 '-FOUND 3/4" IP IN CUTOUT NW CORNER SECTION 33 RECORD SURVEY I 00Lo p I LYING IN SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST "Ic I SAINT LUCIE COUNTY, FLORIDA I I I I I UNPLATTED OCCUPIED I I I I LOT 1 OAK CREEK ESTATES PLAT BOOK 8, PAGE 81 I I LOT 2 OAK CREEK ESTATES PLAT BOOK 8, PAGE 81 ' V o Coll N Z It M � Sao a a w 0 coo 4: O I U. W N Z � 2 Ld � � Z U W o 2 X �� La W 0 W U.LL `J W 1_ w W IM O T a W 0 tAaz aQo Lo z _> D O c� o C4 J/v��a =W ti V/ �i O W w z N Z o g Y W ►L Z U a m LL Q � LL O LOCATION MAP ' NOT TO SCALE STREET ADDRESS 11298 MULLER ROAD, FORT PIERCE, FL. 34945 LEGAL DESCRIPTION o ALL THAT PART OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, w RANGE 39 EAST, LYING SOUTH OF TEN MILE CREEK (CANAL NO. 71). LESS CANAL AND ROAD RIGHT OF WAY AND THE EAST 206 FEET THEREOF. CERTIFICATIONS r w REBECCA PERCY; w F- A a zN Qoc�3 GENERAL NOTES i �w�� Q IiN� 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE Lo/ woor FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH p N"�J o 50ZB AMERICAN DATUM OF 1983, NATIONAL GEODETIC SURVEY p N Nwa< ADJUSTMENT OF 1990. (NAD 83/90) p ti 6 0rc000 Z o¢w r U o °Qom 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE z 0z nn BEEN LOCATED AND SHOWN HEREON. Lli ,^ i } ��w5 Lo > Np�V d p ✓ Z ak -z o 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND V' ¢�wa FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. Q M Lo V 9 WSr:0 O wo!� U M zz waffi�w 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT U co H Q �WOB BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. w � wF�0 z W W w d'Zo 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS O ZSmz OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, �/ U LL " aZo< OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT Zwoo DEEDS. _ ww 0900 �oaw 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY V wowz t IS IN ZONE "AE 18.2"', ACCORDING TO THE FLOOD INSURANCE W N¢wm RATE MAP, COMMUNITY PANEL N0, 12111C 0164 J, EFFECTIVE U 3oow Q�_>r DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE ow<� DETERMINED BY AN ELEVATION CERTIFICATE. ¢aoN 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. DRAWN BY+ CA 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY CHECKED BY; CA OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. DATE: JULY 05, 2015 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND HORIZDNTAL SCALE+ FIELD MEASURED DATA. 1°=30' 10. THE LAST DATE OF FIELD WORK WAS JULY 03, 2015. NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO SEAL (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING RNOLC ES A MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. CHAPROFEssRLRL SURVEYOR &MAPPER 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED FLORIDA LICENSE N0. 4971 USING CARLSON SURVEY 2008. 7 PRINTED DATE 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS SHEET 1 OF 1 MINIMUM TECHNICAL STANDARDS. PROJECT N0. 15-526