Loading...
HomeMy WebLinkAboutSpecific Purpose SurveyPB HOLDCO, LLC PARECL ID: 1432-221-0001-000-6 MEASUREMENT BASED ON FOUND CORNER BEFORE BEING REMOVED FOR THE FORMBOARD FND 5/8" RIC LB 4241 °D N S 0.54' , E 0.51' FND 4X4 CM NO ID S 2.88', E 0.29' 5 89°46'59" E 192.22'(M) FND 5/8" PIC LB 4241 S 1.48', E 0.23' FND 5/8" RIC LB 3444 N 0.91', W 0.05' N 0.24', W 0,02' m N v N W OD g 0 Lq 00 v N ST LUCIE BOULEVARD COUNTY ROAD 608 SECTION 29-345-40E SECTION 32-345-40E S 89049'28" E 1300.67'(M) BEARING BASIS FND CM ST LUCIE COUNTY BM " RICK" EL= 20.97 NAVD TP SET 5/8" PIC VELCON EL= 19.68 NAVD 1104.25' I/-C>.1 6� NORTH 1/4 CORNER SECTION 32 FND RAILROAD SPIKE IN CUT-OUT NO ID --N 00'09'36" E 40.00'(M) FND 5/8" RIC LB 4286 1 2 W 3 4 S 6 7 6 12 13 14 iL. to I►, 18 I HAWTHORNE ROAD 1 2 3 4 5 8 LEGAL DESCRIPTION: THE NORTHWEST 1/4 OF SECTION 32, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LESS THE FOLLOWING PORTIONS THEREOF: THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4; AND LESS THE NORTH 40 FEET OF THE NORTHWEST 1/4; AND LESS THE SOUTH 125 FEET OF THE NORTHWEST 1/4; AND LESS THE WEST I, 1,174.41 FEET OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4; AND LESS THE WEST 700 FEET OF THE EAST 3/4 OF THE NORTH 1/2 OF THE NORTHWEST 1/4. ADDRESS: 3891 ST LUCIE BOULEVARD FORT PIERCE, FLORIDA 34946 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. BEARINGS SHOWN ARE RELATED TO THE NORTHERLY PROPERTY LINE OF PARCEL HAVING A MEASURED BEARING OF 5 89049'28" E, ALL OTHER BEARINGS ARE RELATIVE THERETO. ELEVATIONS ARE IN FEET AND RELATED TO THE PORT ST. LUCIE BENCHMARK "RICK" HAVING A PUBLISHED ELEVATION= 20.97 NAVD. ALL OTHER ELEVATIONS ARE RELATIVE THERETO. PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON MAP NUMBER 12111CO176 K, DATED 02-19-20. 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 COMMERCIAL. 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. LEGAL DESCRIPTION FROM SPECIAL WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 4276, PAGE 892, PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. BOUNDARY SURVEY LINE WORK FROM A SURVEY PREPARED BY CULPEPPER & TERPENING, JOB #18-188, DATED 12-10-2018. BOUNDARY SURVEY TIE IN FIELD DATE: 07-31-19. UPDATE SURVEY FIELD DATE: 01-07-22. FORMBOARD SURVEY TIE IN FIELD DATE: 04-01-22. CERTIFIED TO: TP SET 5/8" RIC VELCON 7 27.94' EL= 22,72 NAVD a rp n 6 ABBREVIATIONS LEGEND C-i164.68' 9 75.00' FORMBOARD TOP OF FORM 10 A/C AIR CONDITIONING ACRE DC "D" CURB INT INTERSECTION P/C PROPERTY CORNER SHP SHIP SPIKE OR BOLT AC D.E. DRAINAGE EASEMENT INV INVERT P/L PROPERTY LINE SLCR ST LUCIE COUNTY RECORDS EL= 23.23 NAVD AL ALUMINUM DI OROPINLET IP IRON PIPE P PLAT SLP STREET LIGHT SUPPORT POLE %a ANC ANCHOR DIA DIAMETER IP&P IRON PIPE &PLUG PAVE PAVEMENT S.S. SANITARY SEWER ST. LUCIE INDUSTRIAL PARK, LLC O� 11 AP ANCHOR POLE APPROXIMATE DIP DUCTILE IRON PIPE IR IRON ROD PB PLAT BOOK SPC STATE PLANE COORDINATES p g APRX DMH DRAINAGE MANHOLE IRR IRRIGATION PC POINT OF CURVATURE ST SEPTIC TANK O.R.B. 2394, PAGE 1166 O °p ASP ASPHALT DUE DRAINAGE & UTILITY EASEMENT IV IRRIGATION VALVE PCC POINT OF COMPOUND CURVATURE STD STANDARD 12 BE BUFFER EASEMENT EC EDGE OF CONCRETE ICV IRRIGATION CONTROL VALVE PCO PRESSURE CLEAN OUT (SANITARY) STU STORY PS HOLDCO, LLC O BFP BACK FLOW PREVENTOR ECP ELECTRICAL CONTROL PANEL IW IRRIGATION WELL PCP PERMANENT CONTROL POINT 5V SANITARY VALVE Parcel ID: 1432-211-0002-000-2 V) BLDG BLK BUILDING BLOCK EL ELEC ELEVATION ELECTRIC L LENGTH PF PLASTIC FENCE SWL SWALE 13 LB LICENSED BUSINE55 PG PAGE TA TOP OF ASPHALT UNDER CONSTRUCTION ( ) 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 14 BP BRICK PAVERS ENC ENCROACHMENT LOC LOCATION PK&D PARKER KALON NAIL AND DISK TOR 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 165.35' BRG BEARING EP EDGE OF PAVEMENT LS LICENSED SURVEYOR PLS PROFESSIONAL LAND SURVEYOR TP TRAVERSE POINT 15 BW C&G BARBED WIRE CURB AND GUTTER ESB E5MT ELECTRIC SERVICE BOX EASEMENT M MAX MEASURED MAXIMUM POB POC POINT OF BEGINNING POINT OF COMMENCEMENT TR TRANS TELEPHONE RISER TRANSFORMER 75.004 C&T CULPEPPER & TERPENING EX. EXISTING MR MAIL BOX PP POWER POLE TSB TRAFFIC SIGNAL BOX g C/O CUT OUT EXT EXTENDED MEAS MEASURED PRC POINT OF REVERSE CURVATURE TT TIN TAB i6 C CALCULATED FNC FENCE MES MITERED END SECTION PRO PRORATED DISTANCE TWP TOWNSHIP CATV CABLE TELEVISION BOX PC "F"CURB MH MAN HOLE PROP PROPOSED TYP TYPICAL ti CB CATCH BASIN FDC FIRE DEPARTMENT CONNECTION MHWL MEAN HIGH WATERLINE PRM PERMANENT REFERENCE MONUMENT U/C UNDER CONSTRUCTION 165.68' 75,00' 150.00' 1102,79' DICKENS ROAD CBS CONCRETE BLOCK STRUCTURE FECRR FLORIDA EAST COAST RAILROAD MIN MINIMUM P5M PROFESSIONAL SURVEYOR & MAPPER U.E. UTILITY EASEMENT CND CI CHORD CURB INLET FFE PH FINISHED FLOOR ELEVATION FIRE HYDRANT MN MN&D MAGNETIC NAIL MAGNETIC NAIL& DI5K PSWL PT PLASTIC SWALE POINT OF TANGENCY UP UP. UTILITY POLE UTILITY RISER 17 CL CENTERLINE FND FOUND MIT MITERED END P.U.E. PRIVATE UTILITY EASEMENT UW UNDER WATER CLF CHAIN LINK FENCE FOL FACE OF CURB MW MONITORING WELL PVC POLYVINYL CHLORIDE VC VALLEY CURB CM CONCRETE MONUMENT POW FACE OF WALK M&e METES AND BOUNDS RIC ROD AND CAP VLT VAULT ... 18 CMP CORRUGATED METAL PIPE FPL FLORIDA POWER & LIGHT N&D NAIL AND DISK R/W RIGHT-OF-WAY WD WOOD CO CLEAN OUT GA GREEN AREA N NAIL R RADIUS WL WATERLINE .�i COR CORNER GMH GAS MANHOLE NA NON -APPLICABLE RCP REINFORCED CONCRETE PIPE WM WATER METER 19 CONC CONCRETE GND GROUND NAVE) NORTH AMERICAN VERTICAL DATUM RFL ROOF LINE WP WELL POINT g ui LONST CONSTRUCTION GRD GRINDER NGVD NATIONAL GEODETIC VERTICAL DATUM RGE RANGE WPP WOOD POWER POLE N COY COVERED He HEADERCURB NO NUMBER RLS REGISTERED LAND SURVEYOR WS WATER SERVICE ti CE COVERED ENTRY HCP HANDI-CAP NTS NOT TO SCALE RP RADIUS POINT WV WATER VALVE 2U W COVP COVERED PORCH HDPE HIGH DENSITY POLYETHYLENE CIA OVERALL RR RAILROAD lU > CPP CONCRETE POWER POLE HGW HOG WIRE O/S OFFSET RR5 RAILROAD SPIKE CPPIPE CORRUGATED PLASTIC PIPE HW HEADWALL OE OVERHEAD EASEMENT S/W SIDEWALK a 21 Q C5 CONCRETE SLAB HYD HYDRANT OHE OVERHEAD ELECTRIC SMH SANITARY SEWER MANHOLE M A DELTA ANGLE ICV IRRIGATION CONTROL VALVE CHU OVERHEAD UTILITY SOT SOUTHERN BELL TELEPHONE b :> D/F DRAIN FIELD ID IDENTIFICATION OR OFFICIAL RECORD SEC SECTION 22 T D DEED INFORMATION ILL ILLEGIBLE ORB OFFICIAL RECORD BOOK 5F SQUARE FEET o BLOCK 15B 8 p N V 23 Z O 10 10 24 25 26 BRYANT ROAD 27 N 89059'52" W 1493.59' FND 5/8" RIC ILLI 28 gN— — — — CANAL NO. 1 FORT PIERCE FARMS WATER CONTROL DISTRICT — — — — g J SOUTH LINE OF THE NW 1/4 SECTION 32-345-40E ROBERT F. KEMERSON PROFE 'SIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (P5M)#6285 O , Z00 N V mw H W --� z o Qa E W a mr P-- u Z vuC O cLuaCrnL- N v O fAc=^O V N Lu LL H 3 W i��3 �gZ)Lu _ ZLL 0 V) 0 zaCL3 V N 'T Hw o LLLHL CL CC ` CC U / 0 a w N 1 1 �I at :)01q( 0. VQwH NCOWN V�0. a NLL DRAWN BY: G 5ANTOIEMMA APPROVED BY R. KEMERSON SCALE: 1" = 150' DATE 04-04-22 FIELD BOOK/PAGES PLANS JOB NUMBER: 21-2334 SHEET: 1 OF 1