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Home My WebLink AboutBoundary Survey Final SurveyABBREVIATIONS 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 PL PROPERTY LINE SLCR ST LUCIE COUNTY RECORDS AL ALUMINUM DI DROPINLET IP IRON PIPE P PLAT SLP STREET LIGHT SUPPORT POLE ANC ANCHOR DIA 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 IRR IRRIGATION PC POINT OF CURVATURE ST SEPTIC TANK ASP ASPHALT 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 PRESSURE CLEAN OUT (SANITARY) STU STORY BFP BACK FLOW PREVENTOR ELP 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 LIFTSTATION 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 OFBANK 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 LS LICENSED SURVEYOR PLS PROFESSIONAL LAND SURVEYOR TP TRAVERSE POINT BIN BARBED WIRE ESB ELECTRIC SERVICE BOX M MEASURED POB POINT OF BEGINNING TR TELEPHONE RISER C&G 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 CUTOUT EXT EXTENDED MEAS MEASURED PAC POINT OF REVERSE CURVATURE TT TIN TAB C CALCULATED FNC FENCE ME5 MITERED END SECTION PRO PRORATED DISTANCE TWP TOWNSHIP CAN CABLE TELEVISION BOX FC 'IF" CURB MH MAN HOLE PROP PROPOSED TYP TYPICAL C8 CATCH BASIN FDIC FIRE DEPARTMENT CONNECTION MHWL MEAN HIGH WATERLINE PRM PERMANENT REFERENCE MONUMENT U/C UNDER CONSTRUCTION C85 CONCRETE BLOCK STRUCTURE FECRR FLORIDA EAST COAST RAILROAD MIN MINIMUM PSM PROFESSIONAL SURVEYOR & MAPPER U.E. UTILITY EASEMENT CHD CHORD FFE FINISHED FLOOR ELEVATION MN MAGNETIC NAIL PSWL PLASTIC SWALE UP UTILITY POLE CI CURB INLET FH 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 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 DI5K 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 NAVD NORTH AMERICAN VERTICAL DATUM RFL ROOF LINE WP WELL POINT CONST CONSTRUCTION GAD GRINDER NGVD NATIONAL GEODETIC VERTICAL DATUM AGE RANGE WPP WOOD POWER POLE COV COVERED HC HEADER CURB NO NUMBER RLS REGISTERED LAND SURVEYOR W5 WATER SERVICE CE COVERED ENTRY HCP HANDI-CAP NTS NOT TO SCALE RP RADIUS POINT WV WATER VALVE COVP COVERED PORCH HDPE HIGH DENSITY POLYETHYLENE O/A OVERALL RR RAILROAD YRD YARD DRAIN CPP CONCRETE POWER POLE HGW HOG WIRE 0/5 OFFSET RRS RAILROAD SPIKE CPPIPE CORRUGATED PLASTIC PIPE HW HEADWALL OE OVERHEAD EASEMENT 5/W SIDEWALK bh CS CONCRETE SLAB HYD HYDRANT OHE OVERHEAD ELECTRIC SMH SANITARY SEWER MANHOLE 3• A DELTA ANGLE ICV IRRIGATION CONTROL VALVE OHU OVERHEAD UTILITY SBT SOUTHERN BELL TELEPHONE .¢1' SPOT ELEVATION D/F DRAIN FIELD ID IDENTIFICATION OR OFFICIAL RECORD SEC SECTION 0 DEED INFORMATION ILL ILLEGIBLE ORB OFFICIAL RECORD BOOK 5F SQUARE FEET PARCEL 2309-801-0035-000-7 (OCCUPIED) (UNPLATTED LANDS) x x x FND 5/8" R/C ILL WEST S89°54'39"E 296.00' (D-2) 296.00'(M) 4'HGW FNC INT 5 0.9 (POS 2) FND 4X4 CM NO ID 5 0.46'_ 4' HGW FN COR GATE 4 HGW FNC INT 5 0.3% E 0.7' o S 0.T 4HGW FNC COR . 4'. HGW FNC END 511' 51.2•W07 32.07' ROCK DRIVE 11.15' 16.33' 10.90' .' V z COV O COV COV ro I� 3 C NNC 6 BARN CONC q v 4' HGW FNC COR W 0.3' ' PROPANE 0� DRAIN FIELD � TANK BM FND HUB & TACK.' N 120.51' ST EL= 20.42 NAVD 18.0' in CS ❑❑ CS 102.79' ... O O in 40.35' o' 12.17' OB 4 '6� ,co SCREEN ENCLOSED C)� .. C Q PORCH OQS 136.39' ': `O o iu b, do", .-. "?O. m m v, tii .-... d MO ROOF COVERED o 80' C) g o PATIO OVER EXISTING OPEN O O !• C; SLABS o 5 0 CONCRETE SLAB �A 1 STORY CBS 3• 14.35' O .. W o ,- EL- 23.33 NAVD RESIDENCE o 5 0 FFE= 23.66 NAVD IR CE W _ ROCK WALL 9359 N o F- o CN N 14 T 14.35' C O p p 0 84.84' OPEN, o Z 8 V) O m CONCRETE SLAB 5 8 .d - O CO O EL= 23.66 NAVD w O a0 "' EAST 296.00' (D-2) N o OZ CONC DRIVE Z WEST 296.00' (D-1) (POB 1) O a 35.T 54.70' 102.75' DD Z 18.0 < - 4' CONC WALK .. , WELL rn H ROCK WALL TYPICAL O O V u l?, 0 A/C J w O PARCEL 2309-801-0037-000-1 3Lq o NORTH 1/2 LOT 38 oRr t_6 n UNRECORDED PLAT OF o 0 = a 0 p WEST FT PIERCE ESTATES v al LOT 36 4' HGW FNC & 6' WD/F COP, N 05, E,W ON PL 6' WD/F 4' HGW FNC 6' WD/F INT t N 0 ' IW® 6' WD/F 6' WD/F START N 0.6' 4' HGW FNC COR 0.6', W 0.5' ,.., FND 5/8" R/C ILL EAST 296.00' (D-2) qNC FND 4X4 CM NO ID o w 1.0' N 90000'00" E 297.00' (M) (BEARING BASIS) o O Oy� o PARCEL 2309-801-0039-000-5 Oyu 0 (OCCUPIED) b o ' (UNPLATTED LANDS) o SOUTH 1/2 LOT 38 Ln (NOT INCLUDED) EAST 296.00' NOTE: DIMENSIONS SHOWN FOR PORCH ADDITION ARE DIMENSIONS OF THE EXISTING CONCRETE SLAB. v LU (b a N ON In O Lukb LL 'y co ¢ O H- OM1-4 a O Y V) O F Co 1 H � V) U_o3 Owo w °C a ¢O 3L¢ u- U_ CL p OCL =a¢ ZOL a ¢ ¢ O 0 i J Q -:E w CL ORANGE AVENUE EXTENSION WEST 360.00' (D-2) WEST 360.00' DEED W(POGO) TOWNSHIP 35 SOUTH, RANGE 39 EAST NOT FND S G 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 a 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 DISTANCE OF 100 FEET TO A POINT; THENCE RUN EAST PARALLEL TO THE u) U) CENTERLINE OF ORANGE AVENUE EXTENSION A DISTANCE OF 296 FEET TO A LL 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. (DEED 2) AND ALL OF THE FOLLOWING: ¢ W BEGIN AT THE INTERSECTION OF THE CENTERLINE OF ORANGE AVENUE R EXTENSION, AND THE EAST SECTION LINE OF SECTION 9, TOWNSHIP 35 SOUTH, RANG 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 rO 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 NON- 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 0 o SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. .. 13 O ADDRESS: 911 EMERALD AVENUE N N FORT PIERCE, FL 34945 NOTES: vOi vOj 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 U5ING 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. UPDATE SURVEY FIELD DATE: 05/24/21. FINAL SURVEY FIELD DATE: 1/24/22. CERTIFIED TO: MATTHEW GUETTLER. a' v 0 2 3 O N Lu �;F V,ti 4 N w w 2 .. o a O O 2 0 0 ROBERTF.KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 st. Lucie County Permitting Q` 0 ZN °° V �� H w W j zj" cz ry) O w f A oH n �� vu-• Z Z t- > H4 1 o ¢ DC rnu H NWor--a LL Z N a:co LU v 3 w Ui oe � O ~ O N OLu (f) a:LLJ CL CL ..) N U_ w O, > WLn V C7 w M 2 ac a I'(J a� LL O I-ow3 ; Q V a w Th_ 4 � a a 4 Z W CLIIc Z > j v Z v Z J) a a c) Z o a o � a 5 � D C) O � N O O N IS ^ 0 M 0 N 0 ¢ 0 DRAWN BY: G 5ANTOIEMMA APPROVED BY: R. KEMER50N SCALE 1" = 20' DATE: 01/31/19 FIELD BOOK/PAGES PLANS JOB NUMBER: 19-2010 SHEET: 1 OF 1 N:\Projects\2019\19-2010 Mott Guettler - Emerald Ave\19-2010 BNDY PP.dwg, 2/15/2022 2:08:37 PM, RICOH MP W6700 PS