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HomeMy WebLinkAboutSurvey�� zc END IR 3X3" CM INCUT OUT PRM IS 2391 I NOID I 0 0' 30' 60, 90' b Z � o g 0 O N O N p" t0 Z 0 w o mlo I� 18.95 INV 3 213 21,18 0,8 21,73 21.47x 21,3 LEGEND & ABBREVIATIONS 40.0. 0, A ARC LENGTH FND sla n A/C AIR CONDITIONER NOID BM BENCHMARK 1 C CALCULATED FROM FIELD MEASUREMENTS I 14 s'FARMFENCE C/L CENTERLINE CD CM CONCRETE MONUMENT o ° DIRT 0, 21.0 CONIC CONCRETE o Dww DEG OR DEGREE 2©.7 21,2 ELEV ELEVATION cnn o Z 0 FFE FINISHED FLOOR ELEVATION W 21.3 w o FND FOUND i- ID IDENTIFICATION NUMBER SETNAIL &DISK 0cn _ IP LB # 7903 IRON PIPE BENCHMARK 211D IR ELEV = 21.62' IRON ROD 2200,20. 21.1 21.65 x 21.49 x 9.1 IRC IRON ROD & CAP (n I LB LICENSED BUSINESS o 0 LS LICENSED SURVEYOR wI 20,7 M MEASURED DATA I MON MONUMENT sls^ IRC MHWL MEAN HIGH WATER LINE \ PSM #2391 NAVD NORTH AMERICAN VERTICAL DATUM j / 40.0 NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER I NTS NOT TO SCALE 21.62 x 2 OHP OVERHEAD UTILITIES 21.76 22,p6 21.2 19.1 ORB OFFICIAL RECORDS BOOK P PLAT DATA ( (' PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR z POB POINT OF BEGINNING -• o POC POINT OF COMMENCEMENT 19,32 a O N PRM PERMANENT REFERENCE MONUMENT INV CD CD 0 m PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS Z RLS REGISTERED LAND SURVEYOR I 0 R/W RIGHT-OF-WAY j CO N wm WATER METER w m I & AND 0 AT I 0 DELTA UTILITY POLE 40.0' PINE TREE FND 51a'IRC PSM # 6018 I FND IR - IN CUT NOID LOCATE® IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA 21.0 75.0' EXISTING _ - WELL: N 89055'26" W ARM FENCE 21,13 21.3 480.04'M FND sla' IRC PSM #2391 S FARM FENCE �.8 PARCEL # 2310-601-0003-000-4 FELICIANO JURADO BUII DING O Q p JONES ESTATES PAD ° W c9 BIDING LOT 3 W PAD VACANT A p N v' .p 22. / 23.7 x 21.2 x 21.4 x 21.2 x 20.5 i ARM FENCE 21.3 _. -. x 21.3 x 21.3 S 89° b'26" E 530.84'M 530.85'P EXISTING - sEm 23.5 / n 22.8 75.9 / EXISTING / WELL PARCEL # 2310-601-0004 Ml X 24,1 CHARLES-HATLEY 430 N. FFA ROAD 22.2 MY LOT 4 OCCUPIED FFE = 241' EXISTING WELL O A1A c> SITE `� b� ORANGE AVENUE e n 9% EDWARDS RD. POD �i 2O �y OKEE 71P WHITE qTY ROAD h AlA PRIMA VISTA BLVD. LOCATION MAP NOT TO SCALE STREET ADDRESS (UNASSIGNED) N. FFA ROAD FORT PIERCE, FLORIDA 34945 LEGAL DESCRIPTION LOT 3, JONES ESTATES, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 42, PAGES 14 AND 14A, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. c� 0 � W n W M Q yes a ^ 0N � � ® � W od W c� wLjjZ W a a. W O to a> ®i w W ? lox W s y vi ( O T 1100 (Lou i O � WCD X2lx ti N J j COO, N W Z v v/ Z 00 LL Y W Z IL LL Go O a 0 z 0 w r aI w I - a 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THISMAP A1�E NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF F.F.A. ROAD, BETWEEN EXISTING MONUMENTS AS SHOWN, HAVING AN BEARING OF NOO'02'09"E AS RECORDED IN JONES ESTATES, PER PLAT BOOK 42, PAGES 14 AND 14A. to Z 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS 0 IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0160 J, EFFECTIVE DATE U 5'FABMFENCE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE LL co) DETERMINED BY AN ELEVATION CERTIFICATE. o 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL W 4 X 21;6 DATUM (NAVD) OF 1988. Ci 11.7 J W EID51a"IRC\ 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED LL PSM#ml STATES STANDARDS, IN FEET AND DECIMALS THEREOF. BENCHMARK ELEV =21.59 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 OCCUPYLAND 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 JANUARY 10, 2020. 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 MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. 4; THE HORIZONTAL .AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. IM6 a- wo 0 LL =or z}W oc�a zz> for Z LL=- U z yLL? z_ oo� 5 �W ZcwN a = LLQ<2 zo vo> = xova U y02U Y 'MU�� U 000 Q': u Wad �t2WWQ Z O U ~K3r Li c2)r2iz 0 W 0 Wa2LL V oz (7w J 3OWD ooL)O F- fn a<$o DRAWN BY, CA CHECKED BYI CA DATE(JANUARY 12, 2020 HORIZONTAL SCALEI 17 1'=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SUI�F!&tWPER. - . r ' iN F TEAL ,T CHARLES`ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LIC SE NO.4971 %� D DATE SHEET 1 OF 1 PROJECT NO. 19-547