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Home My WebLink AboutBoundary SurveyABBREVIATIONS LEGEND A/C AIR CONDITIONING bC "D"CURB INT INTERSECTION P/C PROPERTY CORNER SHP SHIP SPIKE OR BOLT AC ACRE D.E. DRAINAGE EASEMENT INV INVERT P/L PROPERTY LINE SLCR ST LUCIE COUNTY RECORDS AL ALUMINUM bI DROP INLET TP IRON PIPE P PLAT SLP STREET LIGHT SUPPORT POLE ANC ANCHOR bIA DIAMETER IP&P IRON PIPE &PLUG PAVE PAVEMENT S.S. SANITARY SEWER AP ANCHOR POLE DIP DUCTILE IRON PIPE IR IRON ROD PB PLAT BOOK SPC STATE PLANE COORDINATES APRX APPROXIMATE DMH DRAINAGE MANHOLE IRA IRRIGATION PC POINT OF CURVATURE ST SEPTIC TANK ASP A5PHALT DUE DRAINAGE & UTILITY EASEMENT IV IRRIGATION VALVE PCC POINT OF COMPOUND CURVATURE STD STANDARD BE BUFFER EASEMENT EC EDGE OF CONCRETE ICY IRRIGATION CONTROL VALVE PCO PRE55URE CLEAN OUT(SANITARY) STU STORY BFP BACK FLOW PREVENTOR ECP ELECTRICAL CONTROL PANEL IW IRRIGATION WELL PCP PERMANENT CONTROL POINT 5V SANITARY VALVE BLDG BUILDING EL ELEVATION L LENGTH PF PLASTIC FENCE SWL SWALE BLK BLOCK ELEC ELECTRIC LB LICENSED BUSINESS PG PAGE TA TOP OF ASPHALT BM BENCHMARK ELEV ELEVATION LFST LIFT STATION PI POINT OF INTERSECTION TM TAX MAP BOC BACK OF CURB EM ELECTRIC METER LME LAKE MAINTENANCE EASEMENT PRKG PARKING TMH TELEPHONE MANHOLE BP BRICK PAVERS ENC ENCROACHMENT LOC LOCATION PK&D PARKER KALON NAIL AND DISK TOB TOP OF BANK BOW BACK OF WALK EOW EDGE OF WATER LP LIGHT POLE PK/TT PARKER KALON NAIL AND TIN TAB TOE TOE OF SLOPE BAG BEARING EP EDGE OF PAVEMENT L5 LICENSED SURVEYOR PLS PROFE55IONAL LAND SURVEYOR TP TRAVERSE POINT B W BARBED WIRE E5B ELECTRIC SERVICE BOX M MEASURED ROB POINT OF BEGINNING TR TELEPHONE RISER C66 CURB AND GUTTER E5MT EASEMENT MAX MAXIMUM POC POINT OF COMMENCEMENT TRANS TRANSFORMER C&T CULPEPPER & TERPENING EX. EXISTING MB MAILBOX PP POWER POLE TSB TRAFFIC SIGNAL BOX C/O CUT OUT EXT EXTENDED MEAS MEASURED PRC POINT OF REVERSE CURVATURE TT TIN TAB C CALCULATED FNC FENCE MES MITERED END SECTION PRO PRORATED DISTANCE TWP TOWNSHIP CATV CABLE TELEVISION BOX FC 'IF" CURB MH MAN HOLE PROP PROPOSED TYR TYPICAL CB CATCH BASIN FDC FIRE DEPARTMENT CONNECTION MHWL MEAN HIGH WATERLINE PAM PERMANENT REFERENCE MONUMENT U/C UNDER CONSTRUCTION CBS CONCRETE BLOCK STRUCTURE FECRR FLORIDA EAST COAST RAILROAD MIN MINIMUM P5M PROFE55IONAL SURVEYOR& MAPPER U.E. UTILITY EASEMENT CHD CHORD FFE FINISHED FLOOR ELEVATION MN MAGNETICNAIL PSWL PLASTIC SWALE UP UTILITY POLE CI CURB INLET FH FIRE HYDRANT MN&D MAGNETIC NAIL. & DISK PT POINT OF TANGENCY UP, UTILITY RISER CL CENTERLINE FND FOUND MIT MITERED END P.U.E. PRIVATE UTILITY EASEMENT UW UNDER WATER CLF CHAIN LINK FENCE FOC FACE OF CURB MW MONITORING WELL PVC POLYVINYL CHLORIDE VC VALLEY CURB CM CONCRETE MONUMENT FOW FACE OF WALK M&B METES AND BOUNDS R/C ROD AND CAP VLT VAULT CMP CORRUGATED METAL PIPE FPL FLORIDA POWER & LIGHT N&D NAIL AND DISK R/W RIGHT-OF-WAY WD/F WOOD FENCE CO CLEAN OUT GA GREEN AREA N NAIL R RADIUS WL WATERLINE COR CORNER GMH GAS MANHOLE NA NON -APPLICABLE RCP REINFORCED CONCRETE PIPE WM WATER METER CONC CONCRETE GND GROUND NAVb NORTH AMERICAN VERTICAL DATUM RFL ROOF LINE WP WELL POINT CON5T CONSTRUCTION GAD GRINDER NOVb T NATIONAL GEODETIC VERTICAL DATUM R GE RANGE WPP WOOD POWER POLE COV COVERED HC HEADER CURB NO NUMBER RLS REGISTERED LAND SURVEYOR W5 WATER SERVICE CE COVERED ENTRY HCP HANbI-CAP NT5 NOT TO SCALE RP RADIUS POINT WV WATER VALVE COVP COVERED PORCH HOPE HIGH DENSITY POLYETHYLENE O/A OVERALL RR RAILROAD YRD YARD DRAIN CPR CONCRETE POWER POLE HGW HOG WIRE 0/5 OFFSET PAS RAILROAD SPIKE CPPIPE CORRUGATED PLASTIC PIPE HW HEADWALL OE OVERHEAD EASEMENT S/W SIDEWALK ,aq CS CONCRETE SLAB HYO HYDRANT OHE OVERHEAD ELECTRIC SMH SANITARY SEWER MANHOLE A DELTA ANGLE ICV IRRIGATION CONTROL VALVE CHU OVERHEAD UTILITY SBT SOUTHERN BELL TELEPHONE ti SPOT ELEVATION b/F DRAIN FIELD ID IDENTIFICATION OR OFFICIAL RECORD SEC SECTION D DEED INFORMATION ILL ILLEGIBLE ORB OFFICIAL RECORD BOOK SF SQUARE FEET 4' HGW FNC COR 5 0.3', E 0.7' 32.07' v c i v �o 0 O 0 o 000 O �w to H N N ^ N O O i z ¢ .yZa J U d LO ix Q a o e, 11.15' 16.33 10.90' COV o COV Cov CONC . BARN CONC 120,51' 136.39' 84.84' GATE ROCK WALL TYPICAL PARCEL 2309-801-0035-000-7 (OCCUPIED) (UNPLATTED LANDS) ra x PUN WEST 296.00' (D-2) (POS 2) NO, Ib 5 89054'39" E 296.00' (M) 4' HGW FNC INT FND 4X4 CM50.46' SOY HGW FNC INT 4'. HGW FNCT&W FNC END 5 0.7' ROCK DRIVE 55 1.2 , W 0.7 - C! v 4' HGW FNC COR 0 W 0.3' a PROPANE � DRAIN FIELD TANK BM SET HUB Cr TACK.' bh ST EL= 20.42 NAVD 18.0' in CS FU CS `L- 1 0,102.79' FORMBOARDS EL= 23.33 NAVD 935 9r. 0 OPEN N 0 n ELEVATED -5 r FORMBOARD5 w EL= 23.66 NAVD Oe� 18 0, u a OPEN WELL ROCK WALL TYPICAL PARCEL 2309-801-0037-000-1 3 UNRECORDED PLAT OF a n = WEST FT PIERCE ESTATES LOT 36 1 STORY CBS RESIDENCE FFE= 23.66 NAVD -a' CO FORMBOARD • O N b, mm a N N N oA �30 '6• 14.35' CE EAST 296.00' (D-2) WEST 296.00' (D-1) 54.70 4' CONC WALK NORTH 1/2 LOT 38 o� L GO-0L . 12 CONC DRIVE 102.75' N i L] v 0 0. 0 a; C; �w 00 zg 0 Z (POB 1 I2, 0 CO C Lo a 4' HGW FNC & 6' WO/F COR N 0.5', E,W ON PL 6' WD/F 4' HGW FNC 6' WD/F INT N 0 ' Iwo WD/F 6' WD/F START 4' HGW FNC COP N 0.6' 0.6', W 0.5' ,.., FND 5/8" RIC ILL EAST 296.00' (D-2) ANC FND 4X4 CM NO ID o w 1.01 N 90000'00" E 297.00' (M) (BEARING BASIS) p o 0 v PARCEL 2309-801-0039-000-5 oy 0 (OCCUPIED) b 0 Ln (UNPLATTED LANDS) q SOUTH 1/2 LOT 38 (NOT INCLUDED) EAST 296.00' (D-1) ,It LU o. N ON O LU m ¢O H- �_ Uj ^ a a y O� ♦- H � U) p LU O w � ¢O 3 U- LL- ¢ C) S a- Q a Z~ o ¢ O 0 10 I� a 3 w w f� CL ORANGE AVENUE EXTENSION WEST 360.00'(D-2) WEST 360.00' DEED 1&2 (POC) TOWNSHIP 35 SOUTH, RANGE 39 EAST NOT FND S-0r ao ic-4 JNIC �i NE TRACT COR FND 5/8" IR NO ID 53', E1.23' LEGAL DESCRIPTION: (DEED 1) THE NORTH HALF OF THE FOLLOWING: BEGIN AT THE INTERSECTION OF THE CENTERLINE OF ORANGE AVENUE EXTENSION AND THE EAST SECTION LINE OF SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND RUN SOUTH ALONG SAID SECTION LINE A DISTANCE OF 2390 FEET TO A POINT; THENCE RUN WEST rn PARALLEL TO THE CENTERLINE OF ORANGE AVENUE EXTENSION A DISTANCE OF zO 360 FEET TO THE POINT OF BEGINNING 1. CONTINUE TO RUN WEST A DISTANCE OF 296 FEET TO A POINT; THENCE RUN SOUTH PARALLEL TO SAID SECTION LINE A 0 DISTANCE OF 100 FEET TO A POINT; THENCE RUN EAST PARALLEL TO THE CENTERLINE OF ORANGE AVENUE EXTENSION A DISTANCE OF 296 FEET TO A POINT: THENCE RUN NORTH PARALLEL TO SAID SECTION LINE A DISTANCE OF 100 O FEET TO THE POINT OF BEGINNING. SAID PROPERTY BEING NORTH HALF OF LOT 38 w z OF AN UNRECORDED PLAT ENTITLED WEST FORT PIERCE ESTATES, PREPARED JANUARY 24, 1955 BY T.H. DESKINS, LAND SURVEYOR. N (DEED 2) AND ALL OF THE FOLLOWING: AC W BEGIN AT THE INTERSECTION OF THE CENTERLINE OF ORANGE AVENUE EXTENSION, AND THE EAST SECTION LINE OF SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST. ST. LUCIE COUNTY, FLORIDA, AND RUN THENCE SOUTH ALONG SAID SECTION LINE A DISTANCE OF 2290 FEET TO A POINT; THENCE RUN WEST P/kRALLEL TO THE CENTERLINE OF ORANGE AVENUE EXTENSION A DISTANCE OF 360 FEET TO A POINT OF BEGINNING 2; THENCE CONTINUE TO RUN WEST A DISTANCE OF 296 FEET TO A POINT, THENCE RUN SOUTH PARALLEL TO SAID SECTION LINE A DISTANCE OF 100 FEET TO A POINT; THENCE TURN AND RUN EAST PARALLEL TO CENTERLINE OF ORANGE AVENUE EXTENSION A DISTANCE OF 296 FEET TO A POINT; THENCE TURN AND RUN NORTH PARALLEL TO SAID SECTION LINE A DISTANCE OF 100 FEET TO THE POINT OF BEGINNING. SAID PROPERTY BEING LOT NUMBER 36 OF AN UNRECORDED PLAT OF WEST FORT PIERCE ESTATES PREPARED JANUARY 24, 1955 BY T.H. DESKINS, LAND SURVEYOR. TOGETHER WITH NDN- EXCLUSIVE EASEMENT FOR ROAD PURPOSES OVER THE WEST 60 FEET OF THE .... EAST 360 FEET OF THE EAST QUARTER OF THE SOUTHEAST QUARTER OF SAID o a SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. 80 rn ADDRESS: 911 EMERALD AVENUE N N FORT PIERCE, FL 34945 NOTES: IA V)j SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO NGS BENCHMARK "AA7680" HAVING A PUBLISHED ELEVATION = 13.4 (METERS) NAVD 1988, CONVERTED TO 43.96 (FEET) NAVD 1988. BEARINGS SHOWN HEREON ARE BASED UPON A DEEDED MERIDIAN, ALONG THE SOUTH PROPERTY LINE OF PARCEL 2309-801-0037-000-1, HAVING AN DEEDED BEARING OF N 00000'00" E. ALL OTHER BEARINGS ARE RELATIVE THERETO. PROPERTY LIES IN F.I.R.M. A "NON PRINTED PANEL" AS SHOWN PER MAP NUMBER 12111C0160J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RAPE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS 5 JRVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, R.ORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. A:.L DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED 5T"ATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. LOT CONTAINS 43,041 SQUARE FEET. 60 FOOT ROAD RIGHT OF WAY SHOWN ON REFERENCE SURVEY PERFORMED BY KNOW IT NOW, INC. DATED 8-27-18. JOB NUMBER 1818-149 IT APPEARS THE QUIT CLAIM DEED RECORDED IN OFFICIAL RECORD BOOK 4186, PAGE 300 IS MISSING A 50 FOOT CALL FROM THE COMMENCING POINT TO THE TRACT CORNER. THE ADJOINING DEED RECORDED IN OFFICIAL RECORD BOOK 1221, PAGE 2193 WAS USED TO CONFIRM THE MISSING CALL AND CLOSE THE LOT. BOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE: 01-30-19. FORMBOARD SURVEY FIELD DATE: 02-27-19. CERTIFIED TO: MATTHEW GUETTLER. ,moo -r-- - 6 L---- ROBERTF.KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 0 Z 00 a0 W CD WJG\ Z I. EO W `oo ¢ rz- Z rQH3ZEE ¢ J Ix O U Z ffNn N LU V H O O w N 3 Z�=mLih3 L`LI IZ V 3 W / LL O _1 Zot In 0>°0L0dW �ZO CL w r C\ a w V C7 z : C7 w TV a �N .1 1.L a o W U. 0 �oeW3 j Q 0.W W 4 0 a Q D M® W DRAWN BY: G SANTOIEMMA APPROVED BY: R. KEMER50N ---SCALE: _--- - 1" = 20' DATE' 01/31/19 FIELD BOOK/PAGES PLANS JOB NUMBER: 19-2010 SHEET: 1 OF D N:\Projects\2019\19-2010 Matt Guettler - Emerald Ave\19-2010 BNDY.dwg, BNDY TORO, 3/5/2019 12:53:53 PM, Velcon Group, Inc., (772)879-0477 ABBREVIATIONS LEGEND A/C AIR CONDITIONING DC "D"CURB INT INTERSECTION P/C PROPERTY CORNER SHP SHIP SPIKE OR BOLT AC ACRE D.E. DRAINAGE EASEMENT INV INVERT P/L I PROPERTY L NE SLCR ST LUCIE COUNTY RECORDS AL ALUMINUM DT DROP INLET IP IRON PIPE P PLAT SLP STREETLIGHT SUPPORT POLE ANC ANCHOR bIA DIAMETER IP&P IRON PIPE PLUG PAVE PAVEMENT 5.5. SANITARY SEWER AP ANCHOR POLE DIP DUCTILE IRON PIPE IR IRON ROD PB PLAT BOOK 5PC STATE PLANE COORDINATES APRX APPROXIMATE DMH DRAINAGE MANHOLE IRR IRRIGATION PC POINT OF CURVATURE ST SEPTIC TANK ASP ASPHALT DUE DRAINAGE& UTILITY EASEMENT IV IRRIGATION VALVE PCC POINT OF COMPOUND CURVATURE 5T0 STANDARD BE BUFFER EASEMENT EC EDGE OF CONCRETE ICV IRRIGATION CONTROL VALVE. PCO PRESSURE CLEAN OUT (SANITARY) STU STORY BFP BACK FLOW PREVENTOR ECP ELECTRICAL CONTROL PANEL IW IRRIGATION WELL PCP PERMANENT CONTROL POINT 5V SANITARY VALVE BLDG BUILDING EL ELEVATION L LENGTH PIP PLASTIC FENCE SWL 5WALE BLK BLOCK ELEC ELECTRIC LB LICENSED BUSINESS PG PAGE TA TOP OF ASPHALT BM BENCHMARK ELEV ELEVATION LFST LIFT STATION PI POINT OF INTERSECTION TM TAX MAP BOC BACK OF CURB EM ELECTRIC METER LME LAKE MAINTENANCE EASEMENT PRKG PARKING TMH TELEPHONE MANHOLE SP BRICK PAVERS ENC ENCROACHMENT LOC LOCATION PK&D PARKER KALON NAIL AND DISK TOB TOP OF BANK BOW BACK OF WALK EOW EDGE OF WATER LP LIGHT POLE PK/TT PARKER KALON NAIL AND TIN TAB TOE TOE OF SLOPE BRG BEARING EP EDGE OF PAVEMENT LS LICENSED SURVEYOR PLS PROFE55IONAL LAND SURVEYOR TP TRAVERSE POINT BW BARBED WIRE ESB ELECTRIC SERVICE BOX M MEASURED POB POINT OF BEGINNING TR TELEPHONE RISER C&G CURB AND GUTTER ESMT EASEMENT MAX MAXIMUM POC POINT OF COMMENCEMENT TRANS TRANSFORMER C&T CULPEPPER & TERPENING EX. EXISTING MB MAIL BOX PP POWER POLE TSB TRAFFIC SIGNAL BOX C/O CUT OUT EXT EXTENDED MEAS MEASURED PRC POINT OF REVERSE CURVATURE TT TIN TAB C CALCULATED FNC FENCE ME5 MITERED END SECTION PRO PRORATED DISTANCE TWP TOWNSHIP CATV CABLE TELEVISION BOX PC 'F" CURB MH MAN HOLE PROP PROPOSED TYP TYPICAL CB CATCH BASIN FDC FIRE DEPARTMENT CONNECTION MHWL MEAN HIGH WATERLINE PRIM PERMANENT REFERENCE MONUMENT U/C UNDER CONSTRUCTION CBS CONCRETE BLOCK STRUCTURE FECRR FLORIDA EAST COAST RAILROAD MIN MINIMUM P5M PROFESSIONAL SURVEYOR MAPPER U.E. UTILITY EASEMENT CHO CHORE) FFE FINISHED FLOOR ELEVATION MN MAGNETIC NAIL PSWL PLASTIC 5WALE UP UTILITY POLE CI CURB INLET PH FIRE HYDRANT MN&D MAGNETIC NAIL& DISK PT POINT OF TANGENCY UR UTILITY RISER CL CENTERLINE FND FOUND MIT MITERED END P.U.E. PRIVATE UTILITY EASEMENT UW UNDER WATER CLF CHAIN LINK FENCE FOC FACE OF CURB MW MONITORING WELL PVC POLYVINYL CHLORIDE VC VALLEY CURB CM CONCRETE MONUMENT POW FACE OF WALK M&B METES AND BOUNDS R/C ROD AND CAP V L T VAULT CMP CORRUGATED METAL PIPE FPL FLORIDA POWER & LIGHT N&D NAIL AND DISK R/W RI&HT-OF-WAY WD/F WOOD FENCE CO CLEAN OUT GA GREEN AREA N NAIL R RADIUS WL WATERLINE COR CORNER GMH GAS MANHOLE NA NON -APPLICABLE RCP REINFORCED CONCRETE PIPE WM WATER METER CONC CONCRETE GND GROUND NAVE) NORTH AMERICAN VERTICAL DATUM RFL ROOF LINE WP WELLPOINT CONST CONSTRUCTION GRD GRINDER NGV0 NATIONAL GEODETIC VERTICAL DATUM RGE RANGE WPP WOOD POWER POLE COV COVERED HC HEADERCURB NO NUMBER RL5 REGISTERED LAND SURVEYOR W5 WATER SERVICE CE COVERED ENTRY HOP HANDI-CAP NTS NOT TO SCALE RP RADIU5POINT WV WATER VALVE COVP COVERED PORCH HDPE HIGH DENSITY POLYETHYLENE CIA OVERALL RR RAILROAD YRD YARD DRAIN CPP CONCRETE POWER POLE HGW HOG WIRE 0/5 OFF5ET RR5 RAILROAD SPIKE CPPIPE CORRUGATED PLASTIC PIPE HW HEADWALL OE OVERHEAD EASEMENT 5/W SIDEWALK bh CS CONCRETE SLAB HYb HYDRANT ONE OVERHEAD ELECTRIC SMH SANITARY SEWER MANHOLE -6• A DELTA ANGLE ICV IRRIGATION CONTROL VALVE CHU OVERHEAD UTILITY 58T SOUTHERN BELL TELEPHONE +�' SPOT ELEVATION D/F DRAIN FIELD ID IDENTIFICATION OR OFFICIAL RECORD SEC SECTION D DEED INFORMATION ILL ILLEGIBLE ORB OFFICIAL RECORD BOOK 5F SQUARE FEET 4' HGW FNC COR 5 0.3', E 0.7' 32.07' Z u_ _ v Q O 0O o .-� w 2 In In ~ N op 8 N N O Z 1 .o .-� Z Ct QDO¢¢ � N pp O J W O LO a a o INS cli 11.15, 16,33' 10.90, COV o COV COV CONC _6 BARN CONC 120.51' 84.64' 136.39' GATE ROCK WALL TYPICAL OPEN 14.T ELEVATED 5 FORMBOARDS a EL= 23.66 NAM O_ PARCEL 2309-801-0035-000-7 (OCCUPIED) (UNPLATTED LANDS) X X V-1 IJ Q X 3 w v, WEST 296.00' (D-2) (POB 2) 5 89054'39" E 296.00' 4' HGW FNC INT FND 4X4 CM50.4NO 6' M) ( 5 0.9' e 4' HGW FNC INT S 0.7' 4' HGW FNC COR 4' HGW FNC END [' 511' 512,W0.7- . ROCK DRIVE M 4' HGW FNC COR a v W 0.3' a PROPANE C 'F DRAIN FIELD TANK bh n 18.01 in CS C5 10 ST v in 40.35' -',N 12.17' FORMBOARDS EL= 23.33 NAVE) ROCK WALL TYPICAL Z PARCEL 2309-801-0037-000-1 3 UNRECORDED PLAT OF _ v WEST FT PIERCE ESTATES LOT 36 b N M M M � N N I STORY C85 A RESIDENCE FFE= 23.66 NAVD lqf EAST 296.00' (0-2) WEST 296.00' (0-1) 54 70' 4' CONC WALK NORTH 1/2 LOT 38 4' HGW FNC & 6' WD/F COR N 0.5', E,W ON PL 6' WD/F _ 4' HGW FNC 6' WD/F INT N 0 IW® ,.., FND 5/8" RIC ILL EAST 296.00' (D-2) a w 1'0 N 90000'00" E 297.00' (M) (BEARING BASIS) 0 PARCEL 2309-801-0039-000-5 o (OCCUPIED) LO (UNPLATTED LANDS) SOUTH 1/2 LOT 38 (NOT INCLUDED) EAST 296.00' (0-1) CE 14.35' 0 a WD/F 0 ��3 LN BM SET HUB &TACK EL= 20.42 NAVD 102.79' GO�CA�s� 12 O 0 .... 0 O 10 '. w gip$ Z8 O CONC DRIVE Z (POB 1) -- 102.75' 1 0 O 72.C`O^/co, lO a 6' WD/F START 4' HGW FNC COR N0.6' N 0.6%W0.5' Z NC FND 4X4 CM NO ID '. ON, o O oy o 0 t� Ln v > 1 LU lL � � O 1� Imo y O H ca :03 wo V) ¢O Q LL LL i OCL a¢ 'z~ 0, w CL ORANGE AVENUE EXTENSION DEED 1&2(POC) TOWNSHIP 35 SOUTH, RANGE 39 EAST NOT FND rn NHO��--11 ^ V LU jv O �o N Z N W NE TRACT COR FND 5/8" IR NO ID 53'.E1.23' WEST 360.00' (0-2) WEST 360.00' (D- LEGAL DESCRIPTION: (DEED 1) THE NORTH HALF OF THE FOLLOWING: BEGIN AT THE INTERSECTION OF THE CENTERLINE OF ORANGE AVENUE EXTENSION AND THE EAST SECTION LINE OF SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND RUN SOUTH ALONG SAID SECTION LINE A DISTANCE OF 2390 FEET TO A POINT; THENCE RUN WEST PARALLEL TO THE CENTERLINE OF ORANGE AVENUE EXTENSION A DISTANCE OF 360 FEET TO THE POINT OF BEGINNING 1. CONTINUE TO RUN WEST A DISTANCE OF 296 FEET TO A POINT; THENCE RUN SOUTH PARALLEL TO SAID SECTION LINE A DISTANCE OF 100 FEET TO A POINT; THENCE RUN EAST PARALLEL TO THE CENTERLINE OF ORANGE AVENUE EXTENSION A DISTANCE OF 296 FEET TO A POINT: THENCE RUN NORTH PARALLEL TO SAID SECTION LINE A DISTANCE OF 100 FEET TO THE POINT OF BEGINNING. SAID PROPERTY BEING NORTH HALF OF LOT 38 OF AN UNRECORDED PLAT ENTITLED WEST FORT PIERCE ESTATES, PREPARED JANUARY 24, 1955 BY T.H. DE5KINS, LAND SURVEYOR. (DEED 2) AND ALL OF THE FOLLOWING: BEGIN AT THE INTERSECTION OF THE CENTERLINE OF ORANGE AVENUE EXTENSION, AND THE EAST SECTION LINE OF SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST. ST. LUCIE COUNTY, FLORIDA, AND RUN THENCE SOUTH ALONG SAID SECTION LINE A DISTANCE OF 2290 FEET TO A POINT; THENCE RUN WEST PARALLEL TO THE CENTERLINE OF ORANGE AVENUE EXTENSION A DISTANCE OF 360 FEET TO A POINT OF BEGINNING 2; THENCE CONTINUE TO RUN WEST A DISTANCE OF 296 FEET TO A POINT; THENCE RUN SOUTH PARALLEL TO SAID SECTION LINE A DISTANCE OF 100 FEET TO A POINT; THENCE TURN AND RUN EAST PARALLEL TO CENTERLINE OF ORANGE AVENUE EXTENSION A DISTANCE OF 296 FEET TO A POINT; THENCE TURN AND RUN NORTH PARALLEL TO SAID SECTION LINE A DISTANCE OF 100 FEET TO THE POINT OF BEGINNING. SAID PROPERTY BEING LOT NUMBER 36 OF AN UNRECORDED PLAT OF WEST FORT PIERCE ESTATES PREPARED JANUARY 24, 1955 BY T.H. DESKINS, LAND SURVEYOR. TOGETHER WITH NOW EXCLUSIVE EASEMENT FOR ROAD PURPOSES OVER THE WEST 60 FEET OF THE EAST 360 FEET OF THE EAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. ADDRESS: 911 EMERALD AVENUE FORT PIERCE, FL 34945 NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO NGS BENCHMARK "AA7680" HAVING A PUBLISHED ELEVATION = 13.4 (METERS) NAVD 1988, CONVERTED TO 43.96 (FEET) NAVD 1988. BEARINGS SHOWN HEREON ARE BASED UPON A DEEDED MERIDIAN, ALONG THE SOUTH PROPERTY LINE OF PARCEL 2309-801-0037-000-1, HAVING AN DEEDED BEARING OF N 00000-00" E. ALL OTHER BEARINGS ARE RELATIVE THERETO. PROPERTY LIES IN F.I.R.M. A "NON PRINTED PANEL" AS SHOWN PER MAP NUMBER 12111CO160J, DATED 2/16/12, FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. LOT CONTAINS 43,041 SQUARE FEET. 60 FOOT ROAD RIGHT OF WAY SHOWN ON REFERENCE SURVEY PERFORMED BY KNOW IT NOW, INC. DATED 8-27-18. JOB NUMBER 1818-149 IT APPEARS THE QUIT CLAIM DEED RECORDED IN OFFICIAL RECORD BOOK 4186, PAGE 300 IS MISSING A 50 FOOT CALL FROM THE COMMENCING POINT TO THE TRACT CORNER. THE ADJOINING DEED RECORDED IN OFFICIAL RECORD BOOK 1221, PAGE 2193 WAS USED TO CONFIRM THE MISSING CALL AND CLOSE THE LOT. BOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE: 01-30-19. FORMBOARD SURVEY FIELD DATE: 02-27-19. CERTIFIED TO: MATTHEW GUETTLER ROBERT F. KEMERSON PROFE5IONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 M a w J I� v a 0 O �-11wad Q V Be >NaW 2 oe w Q Q 0. Q D O m s o o'0 0 DRAWN BY: G 5ANTOIEMMA APPROVED BY: R. KEMERSON SCALE: 1" = 20' DATE: 01/31/19 FIELD BOOK/PAGES PLANS JOB NUMBER: 19-2010 SHEET: IOF1 N:\Projects\2019\19-2010 Matt Guettler - Emerald Ave\19-2010 SNDY.dw9, 8NDY TORO, 3/5/2019 12:53:53 PM, Velcon Group, Inc., (772)879-0477