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HomeMy WebLinkAboutBoundary SurveyFND RR SPIKE � X� FND NAIL END 3/4" IP IN CUTOUT IN FACE OF PP ' T NO ID ( ) NW CORNER OF THE NE 1/4 OF 9� SECTION 33 NORTH LINE OF NE 1/q SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST o 7o rn ST. LUCIE COUNTY RECORD SURVEY FND NAIL I BENCHMARK (HENRY) (NO ID) ELEV. s 18.88' NAVD OF 1988 LOCATED IN SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST o ; SAINT LUCIE COUNTY, FLORIDA I o I� I OR / I m I / N / I / 0' 30' 60' 90, I (9 / W I � m / Q U) I WEST LINE OF NE 1/4 SECTION 33, / / DIRT RAMP 8,9 x 18,3 LEGAL DESCRIPTION Im TOWNSHIP 35 SOUTH, RANGE 39 EAST / x l2,5 N$h� 17,5 ALL THAT PART OF THE WEST 1/2 OF THE SOUTHWEST 1/4 I / 99 10, a 7,6 15.0' OF THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 35 /°A EDGE OF WATER y�ay2'`N I LOCATION MAP SOUTH RANGE 39 EAST LYING SOUTH OF TEN MILE CREEK ■ U U Z_� M a f ° W w 0 Lot), to m Z Z W O W°NaLLW Li ~w >w >N °W� m N N WOLL Y/ Q Z Q y 00 Z U 2> O J S2 G O = LL,� '' .J Owe zN Zog Y U- Z w IL 00 Z co _ I.l (CANAL NO. 71). LESS CANAL AND ROAD RIGHT OF WAY AND I �Op�yaE 4' $ FOUND3%' IRC NOT TO SCALE THE EAST 206 FEET THEREOF. C/L 11 MILE ROAD / / 8.9 CONTAINING 123470.0 SQUIRE FEET OR 2.83 ACRES +/- I T� 16.1 / / 1� EDGE OF WATER 39 4,4 x 17.3 STREET ADDRESS > �' 9.9 �261R ^`� 11298 MULLER ROAD, FORT PIERCE, FL. 34945 } o ¢< w w w ARMY CDR OF ENG I / w O ` PROPERTY LINE S63 w U ¢ Lo LD Q LD BENCHMARK (FCE-4804) I I / 1 _j Y X 16A ¢ ELEV. 17.74' NAVD OF 1988 / �� 47 i p¢q Z '� m poq d x x 15.6 z Pa Z) z f w �R x10. s.9 x17,3 GENERAL NOTES oo�9ao0WPa�a0-a N�GN NAP p8" TOP OF BANK 16,6 x x 7,2 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. "' ~ ¢o N w ti 0 o 0 C7 ¢ I Pv�RPCE s6axy1a,7 14.3 ZONE "AE" x 16.5 w ¢X o a- -1 w w o 0 0 a 8.6 x 15.5 o FLOODWAY 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP OR REPORTS � wa a a a w a a ate. Pa o LEGEND &ABBREVIATIONS THEREOF ARE NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & w L,.I x15A x16.8 rarerPa wC1Paa PararPa 3,9 MAPPER. w w w " w w w w w¢ w A ARC LENGTH x is.s �' P� a > Pa > Pap Pa Pa Pa A/C AIR CONDITIONER I I 103 5°12 B. x 15J x 16•� 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE 7 S6 r¢¢¢¢¢¢¢¢¢¢¢ BM BENCHMARK I CONCRETE BRIDGE x 14.8 AND ORIGINAL SEAL OF THE SI(3NING FLORIDA LICENSED SURVEYOR & MAPPER. Pn L.1 u U U U U LD U L.1 U c.1 C CALCULATED FROM FIELD MEASUREMENTS 3 4 r x 16.4 16,6x 17'2 17.2 o N o+ o 8 eo 0 0 `�° I 19.1 GRAVEL 61.1' 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO/BASED UPON THE o 0 0 0 0 0 PROPERTY LINE m 19,0 ",,. POOL DECK w N N (U N N N cu (U (U (U C/L CENTERLINE x 15,9 16,9x 1g.9' WEST LINE OF THE NE 1/4 OF SBCTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST,I- ' � n I x16.8 m o N M (n'+v CONCRETE LIGHT POLE WITH A BEARING OF S 00 05' 05'" W, ASSUMED DATUM. A o `�-•° o .., N .-, o (U CO o CM CONCRETE MONUMENT e.s 1173 STEPS PROPERTY LINE .(U ON r, ON OD(U M OD CD .-. N DN I, � CO N O� CO OD CONC CONCRETE 13.9 1( ?17.0 x o o 0 0 0 00 0 0�x 15.2 17,0 17, 3 18,g x 17.3 x 16.3 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE DEG OR DEGREE I I 9 �g a POOL 1 9 151.2' Ln 1Z 1 x AE-18.2', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL ELEV ELEVATION I 15 A/C & E, 18.8 20.1 19.4 ° POLE NO. 12111 C 0164 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT o 0 o 8 19.43 o x DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 0 3 z FFE FINISHED FLOOR ELEVATION I `, 0 ° 8.8 ,P1 x 17.7 BARN x DOG - o � w a � FND FOUND 13,7 LIGHT POLE o10 o°h LOT v 6. ELEVATIONS ARE IN NORTH AMERICAN VERTICAL DATUM (NAND) OF 1988, O CD ° I 9 14.4 f'O 1'F SEPTIC 19.6 co p J a== ID IDENTIFICATION NUMBER x 16.4 a ti o 19,0 AREA x 17.9 19,g' 17,4 55.1' x " o REFERENCE BENCHMARK BEING ARMY CORP OF ENGINEERING BENCHMARK LL =o 0 IP IRON PIPE I I 1 s1 x 18• x 20.0 17.1 x KENNEL °FCE-4804" WITH AN ELEVATION OF 17.74'. Z z o L0 am 0 '��� x 14,5 �?21 19,5 GRAVEL FFE - 17. 1' I o 0 IR IRON ROD I � 1 STORY CBS _ 1 2 nNi 7. INFORMATION SHOWN HEREON IS BASED UPON DEED AND FIELD U 00 0 a IRC IRON ROD &CAP x 15.0 3 RESIDENCE 17.2 ZZ> 8• COVERED '3 �`�' FFE a 21.0' PARCEL # 2333-133-0002-000-2 MEASURED DATA. O w F CO 19.7 13.5' o LB LICENSED BUSINESS o - 4.4 15.0' x 14,8 ENTRY z& x UNPLATTED W I o, O 6a $. 168.3' OCCUPIED O w 8. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES (i N ow N LS LICENSED SURVEYOR o^ s8 17,69 x ? � a 20 9 17.7 x 17.4 1 1 DAVID LOUNDS STANDARDS, IN FEET AND DECIMALS THEREOF. cO ? o Z O FOUND / " IRC X 17.2 M LS # 3435 18.0 6 x 11170 MULLER RD O w E _ M MEASURED DATA 118.7 4 $ 2 4 METAL 1 Q � MON MONUMENT o' 17,4 zoss' 17.72 18,45 FENCE I 16,7 8 x 16.8 9. THE HORIZONTAL AND/OR VERTICAL ACCURACY FOR THIS SURVEY MEETS (,� cM W o �; 118.6 M1,a 16,7 xX - X OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS REQUIRED UNDER F.A.C. ° N&C NAIL AND CAP x 17.2 1.04 73 16.2 U i cn H x 16.9 5J-17.051. CO �' Z a y NAVD NORTH AMERICAN VERTICAL DATUM 19 45 x16,2 AVER W cM w °x 9 3 I BRICK 170x a. - 1 ,0 81.3' m M o <Szzg NGVD NATIONAL GEODETIC VERTICAL DATUM ( 4' POLYVINYL CHLORIDE FENCE 10. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED w a � DRIVE 18.0' N ¢ °w�ao NO OR # NUMBER I I �`// 17J7 AND SHOWN HEREON. w Z o 0 17 44 CONCRETE fl ° r NTS NOT TO SCALE 17.9 ZONE " AE " x 17.6 DRIVE 18.0' s' 11. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN i w ° o OHP OVERHEAD UTILITIES I x 17.8 x FLOODWAY ° lg,z EXISTING LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 00 -1 o °a'� I I 17,57 1 STORY PI BARN O z o a w 17,48 U z a w LL ORB OFFICIAL RECORDS BOOK 17.60 m FFE = 18.7 12. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS W .1 w w o P PLAT DATA ^. PG(S) PAGE(S) 17 C;7 o Ln N 17,8 x 16,8 WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. Z Z 7 G O Q _ �U3W M o o�� 19,02 w x 17,1 PLS PROFESSIONAL LAND SURVEYOR o 01 / po 13. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR U ° z o C) RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED W w w POB POINT OF BEGINNING i 17.50 2 x RESTRICTIONS OR MURPHY ACT DEEDS. V z z POC POINT OF COMMENCEMENT 67.0' x 18.2 331.0' ff• � W Z 2 °w20 PRM PERMANENT REFERENCE MONUMENT I 18,3 41.1' x 14. THERE DID NOT APPEAR TO BE ANY GOPHER TORTOISE ACTIVITY ON THIS F- 00,0 ° x 16,8 � aaoo PSM PROFESSIONAL SURVEYOR AND MAPPER I GRAVEL N 1 STORY CBS w GRAVEL SITE WHEN SURVEY FIELD WORK WAS COMPLETED. R RADIUS FOUND %" IR I DRIVE m GARAGE b 17,31 $ I FFE - 19.3' 18,1 x 17,2 15. THE LAST DATE OF FIELD WORK WAS FEBRUARY 14, 2020. RLS REGISTERED LAND SURVEYOR IN CUT OUT I 17.0 17 8 18 2 x 1 28 17,54 (NO ID) - 41.1' 17 7 4' POLYVI YL R/W RIGHT-OF-WAY I FOUND 2x2 CM DRAWN BY! CA FOUND 3X3' CM N17.42 f� 11.9' CHLORIDE F NCE I (NO ID) ® WATER METER 118 pIl - o x 17,9 (NO ID) & AND 1115 17 S 17,6 PUMP HOUSE N 89050'30" E _ ( 439.02'M 17.2 17.4 - 11 11- - - - CHECKED BY, A © AT I 16,5 x 17,3 15,65 x 16.7 x 17.2 16.7 17.3 16.8x DATEI JULY 05, 2015 0 DELTA I I x ---®16,52 17.88 16.6 17.2xx-]6.$--- 5 n,17.7 FND NAIL & DISK _ X 17 z - 1�`4----- UNREADABLE \ GLOBAL POSITIONING SYSTEM (GPS) NOTES HORIZONTAL SCALE, o --- - -1 17J 7 16.09 (� UTILITY POLE ---- a 8 _ ,,, ___ 1•_30 11. 17,95 �G 1810-- 1S 4 N 89°50'30" E 454.12'M � 333.92'M N 89°50'30" E - - - - - - - E - _ - - - - _ - _- _ - - -_ 1. REAL TIME KINEMATICS RTK METHOD WAS UTILIZED USING _ - - S 89°42'15" W 0.85' 2647.6TM ( ) FOUND 3/4" IP IN curour - "--- 50' R/w x_ __ CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS SW CORNER OF NE 1/4 SECTION 33 2 _ _ -. - N 18.27 FND 1" IP L-BAND RECEIVER. I17,43 FOUND RAILROAD SPIKE SOUTH LINE OF NE t/q SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST 4 IN CUT OUT AT C/L INTERSECTION 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN I I BENCHMARK _ _ ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER - - - - - - - - - - - - - - - - - - 1 .30 ELEVATION = 17.47' - - - 17,55 LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON ZONE "AE„ THE PROJECT. FLOODWAY 3. CPS SURVEY MEASUREMENTS WERE PROCESSED AND v I I I ADJUSTED USING CARLSON SURVEY 2018. Mlo UNPLATTED NIg I OCCUPIED I LOT 1 I LOT 2 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR OAK CREEK ESTATES OAK REEK ESTATES THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER PLAT BOOK 8, PAGE 81 PL BOOK 8, PAGE 81 / FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. / FND OLD WOOD POST / RECEIVED IIN ASPHALT CUT OUT SOUTH LINE OF SE 1/4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST / / FEB 241014 / Permitting DePercmen2 sc Lake County NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL- CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO. 971 PRINTED DATE SHEET 1 OF 1 PROJECT NO. 15-526