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Home My WebLink AboutSURVEY12"NINV.O Y O W VI m 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 PROPERTY LINE SLCR ST LUCIE COUNTY RECORDS AL ALUMINUM DI DROP INLET IP IRON PIPE P PLAT SLP STREET LIGHT SUPPORT POLE ANC ANCHOR DIA DIAMETER IMP IRON PIPE &PLUG PAVE PAVEMENT S.S. SANITARY SEWER AP ANCHOR POLE DIP DUCTILE IRON PIPE IR IRON ROD PS PLAT BOOK SPC STATE PLANE COORDINATES APRX APPROXIMATE DMH DRAINAGE MANHOLE IRR IRRIGATION PC POINT OF ST SEPTIC TANK ASP ASPHALT DUE DRAINAGE d UTILITY EASEMENT IV IRRIGATION VALVE PCC POINT OF COMPOUND CURVATURE STD STANDARD BE BUFFER EASEMENT EC EDGE OF CONCRETE ICV IRRIGATION CONTROL VALVE PLO PRESSURE CLEAN OUT (SANITARY) STU STORY BFP BACK FLOW PREVENTOR ECP ELECTRICAL CONTROL PANEL IW IRRIGATION WELL PCP PERMANENT CONTROL POINT 5V SANITARY VALVE BLD BOLLARD EL ELEVATION L LENGTH PF PLASTIC FENCE SWL SWALE BLDG BUILDING ELEC ELECTRIC LB LICENSED BUSINE55 PG PAGE TA TOP OF ASPHALT BM BENCHMARK E ELEVATION L LIFT STATION PI POINT OFINTERSECTIONTM TAX MA P BOC BACK OF CURB EM ELECTRIC METER LMEME LAKE MAINTENANCE EASEMENT PRKG PARKING TMH TELEPHONE MANHOLE .. BP BRICK PAVERS ENC ENCROACHMENT LOC LOCATION PK&D PARKER KALON NAIL AND DISK TOR TOP OF BANK BOW BALK 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 PL5 PROFESSIONAL LAND SURVEYOR TP TRAVERSE POINT m p BWF BARBED WIRE FENCE E56 ELECTRIC SERVICE BOX M MEASURED POS POINT OF BEGINNING TR TELEPHONE RI5ER O a, C&& CURB AND GUTTER ESMT EASEMENT MAX MAXIMUM POC POINT OF COMMENCEMENT TRANS TRANSFORMER N ^ 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 MES MITERED END SECTION PRO PRORATED DISTANCE TWP TOWNSHIP 3 CATV CABLE TELEVISION BOX FC "P' CURB MH MAN HOLE PROP PROPOSED TYP TYPICAL CB CATCH BASIN FDC FIRE DEPARTMENT CONNECTION MHWL MEAN HIGH WATERLINE PRM R NC PERMANENT R EFE E E MONUMENT U/C UNDER CONSTRUCTION CBS CONCRETE BLOCK STRUCTURE FECRR FLORIDA EAST COAST RAILROAD MIN MINIMUM PSM PROFESSIONAL SURVEYOR d MAPPER U.E. UTILITY EASEMENT N CHI) CHORD FFE FINISHED FLOOR ELEVATION MN MAGNETIC NAIL P5WL PLASTIC SWALE UP UTILITY POLE CI CURB INLET FH FIRE HYDRANT MN&D MAGNETIC NAIL d DISK PT POINT OF TANGENCY UP UTILITY RI5ER O CL CENTERLINE FND FOUND MIT MITERED END P.U.E. PRIVATE UTILITY EASEMENT UW UNDER WATER 00 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 Z 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 COR CORNER GMH GAS MANHOLE NA NON -APPLICABLE RCP REINFORCED CONCRETE PIPE WMWATER METER CONC CONCRETE GND GROUND NAVD NORTH AMERICAN VERTICAL DATUM RFL ROOF LINE WP WELL POINT CONST CONSTRUCTION GRO GRINDER NGVD NATIONAL GEODETIC VERTICAL DATUM RGE RANGE WPP WOOD POWER POLE COV COVERED HC HEADER CURB NO NUMBER RLS REGISTERED LAND SURVEYOR WS WATER SERVICE CE COVERED ENTRY HCP HANDI-CAP NTS NOT TO SCALE RP RADIUS POINT WV WATER VALVE COVP COVERED PORCH HOPE HIGH DENSITY POLYETHYLENE CIA OVERALL RR RAILROAD EXISTING WELL 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 �$ EXISTING SANITARY MANHOLE CS CONCRETE SLAB HYD HYDRANT OHE OVERHEAD ELECTRIC SMH SANITARY SEWER MANHOLE A DELTA ANGLE ICV IRRIGATION CONTROL VALVE OHU OVERHEAD UTILITY SBT SOUTHERN BELL TELEPHONE IA\ OAK TREE (DIAMETER BREAST HEIGHT) D/F DRAIN FIELD ID IDENTIFICATION OR OFFICIAL RECORD SEC SECTION D DEED INFORMATION ILL ILLEGIBLE ORB OFFICIAL RECORD BOOK SF SQUARE FEET PALM TREE (TRUNK HEIGHT) T i LIGHT POLE R/C m$ 00 m ^' m M O Z 11 m 12"XI8" CMP INV 17.78 SANITARY MANHOLE INFORMA71ON(BENCHMARKS) LEGAL DESCRIPTION: BEGINNCNG AT A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 11 TOWNSHIP 35 SOUTH, RANGE '9 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN 589049'03"W, ALONG THE 5o TH LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, A DISTAN E OF 1368.32 FEET, TO A CONCRETE MONUMENT ON THE EAST RIGHT OF WAY OF ROCK ROAD AND BEING 25 FEET EAST OF THE WEST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN N00°07'28"W, ALONG THE SAID EAST RIGHT OF WAY, A DISTANCE OF 315.74 FEET, TO A CONCRETE MONUMENT; THENCE RUN N89°36'20"E, A DISTANCE OF 1369.00 FEET, TO A CONCRETE MONUMENT TO THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN 500°00' 17"E, ALONG THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND CONTAINING 10,00 ACRES, MORE OR LESS. PURPOSES ACROSS T O XC TOGETHER WITH A N NE USIVE EASEMENT FOR DRAINAGE L THE EA5T 20 FEET OF THE FOLLOWING REAL DESCRIBED PROPERTY: THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, EXCEPTING THEREFROM ALL RIGHTS OF WAY FOR DRAINAGE CANALS AND PUBLIC ROADS, AND LESS AND EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 11 TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN 589°49'03"W, ALONG THE SOUTH LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 1368.32 FEET, TO A CONCRETE MONUMENT ON THE EAST RIGHT OF WAY OF ROCK ROAD AND BEING 25 FEET EAST OF THE WEST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN N00°07' 28" W, ALONG THE SAID EAST RIGHT OF WAY, A DISTANCE OF 315.74 FEET, TO A CONCRETE o u T TO A MONUMENT; THENCE RUN N89 36 20 E, A DISTANCEFEE O F 1369.00 CONCRETE MONUMENT TO THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN 500°00'17"E, ALONG THE EAST LINE OF THE SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND CONTAINING 10.00 ACRES, MORE OR LESS. NORTH MANHOLE SOUTH MANHOLE - RIM 20.26 RIM 19.59 NE INVERT 14 12, 6" PVC N INVERT 14.25, 8" PVC E INVERT 14.13, 6" PVC • r,:. - WINVERT 1403,E"PVC -sue..•,""L.` ice"?•"" I h 46 UNPLATTED LANDS by of q0 tiq' Nbq 1b. . gb yeti-' TOB �' -4- _ - 15.71 / ' 16.6 x .8 TOE x 15.8 _INV -� x 15.5 MES TOE OHE -� ND 4"X4" CM ti TOR tit �1 ti1 NO ID 1b. 1a ti �1. 1b6 OyF a NO ACCE5S TO INV Y 0 0 D (17) ANC -At E58 1ESB �Y 79.99' L Y M ®IM b1 194.80 ti 12 20.26 4O (22") n�j7sp ti0' bh 1 STORY ALUMINUM BLDG 3 0. ti o FFE= 21.08 � CS m 50 20 T C50 TOP 20.67 CON ti INV 19.72 4 Ob0 GA 45TAIRSP N ti ,1C CP INV 18.10 a 4.30' GA q Ob `LO�OOp ,VO ,LO ,10 DIRT Y q�0. q1 gObgOa S� 10 hb ASPHALT,l �ti1 O tiq' tiq' 1b P tiq b Mb qN tiq 'lq .�a titi ,y0 '�b gti3 ti ti CSD b,6 A0 ASPHALT DRIVE a • EP proINV tib' o ti ti 15.26 INV 15,32_ N lx5 4 15x.4 INV f5.: I8" CMP x 15.E x� MEs ONE 15.4 . bb CPP t ti b ,^ _7 ti1 tiF ti1 tit' tit Ob 11.0. �Ob } �Ob } }y 99,52, p0 bN 200.30' IV 0. •BLD ASPHALT CONC tio`' O�?� 1 STORY ALUMINUM BLDG q • BLD FFE= 21.07 h m BLD 100.0' LONG b0 6 LD Otib titi o BLD CONC '1, GA 'n ZO �O. 1 BLD BLD CONC tih qq� ti�� ,VO ,VO ti ti • BLD 100.35' q0 '1,OY1 ASPHALT ^ b BLD BLD CONC tiq tib tiO4 q tiq tiq 1q tiq tiq DUMP5TER PAD z -✓�✓ ¢/ {1.�0�' tit `O BLD ifj 01. 8" RCP INV 18.3 b$r 0� CP ay 0h tiq• tib• 11. m M 'IO q p qb bb tib' fib. fib' l0. 'SIGN ti0 3 3 m (� CONC FLUME (TYP)LIP 0. t } e0 c0 .� 'mQ(9") tib�1 00 ASPHALT GA o !V) b1P N N G S ARKERO 1b 1' n ~ a1OO �q b0ti1�Z Z 40.lb.11") FLUME(TOB(11")(9��)�(11"� a'vTOR I�1h N (12') %A TOE O O O� 1000 1y. 15" CMP <0 0 P ti 4' O (17") �h. �yh ^L -ipti0. �yh fib. _-� + TOE ,CO°� 1b �1. T UT I T HE yq FND 5/8" RIC X INV 14.55 - w 2638 4' BWF TOR 1, TOR p ti O 11 m CONTROL STRUCTURE b w p H RIM 17.56 i gyp'.' Oy ri 1,p WEIR 16.50 ERT ti0. b3" BLEEDER 4N 4:1 E INVERT 14. 9V 15" CMP 1 }ti1CI 14.80 15.6 TOE INV 14 84 x 5.1 TOE 15 - _ TUB A0 FORMBOARD C5 0 TOP OF FORM EL= 21.08 01 Y1\g� N\74 5 X X 4' BWF X +1p UNPLATTED LANDS }tit 1h bt` DIRT ti ebb b'ti t tab 3 }N1 LLI' p INV14.11 TOR 00 MPs 18 CMP ANC '�"F" CURB 8� �es TOB X x156 io.7 SWL bti bq LL A +� q1 } tit in '1�q ti 11 N ,\O t�b4P ti .�b t X X - ADDRESS: 350 N ROCK ROAD FORT PIERCE, FLORIDA REPORT OF SURVEY: 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. LEGAL DESCRIPTION FROM WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 775, PAGE 2661, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ELEVATIONS ARE IN FEET AND RELATED TO THE ST. LUCIE BENCHMARK "GP5 MIKE" ELEVATION = 6.4471 METERS NAVE) (NORTH AMERICAN VERTICAL DATUM,) CONVERTED TO 21.15 FEET NAVD 1988. PROPERTY LIES IN A NON-PRIN'rED PANEL, AS PER MAP NUMBER 12111CO160 J, 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 ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN. UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST. 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 SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. BEARINGS SHOWN ARE RELATED TO THE EAST RIGHT OF WAY LINE OF ROCK ROAD, HAVING A DEED BEARING OF N 00007' 28" W. THE FOUND 41"X4" CONCRETE MONUMENT AT NORTHWEST BCUNDARY CORNER AND THE FOUND 5/8" ROD AND CAP LB 2638 AT THE SOUTHWEST BOUNDARY CORNER WERE USED FOR MONUMENTATION. ALL OTHER BEARINGS ARE RELATIVE THERETO. THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (5J-17, F.A.C.) IS COMMERCIAL/HIGH RISK LINEAR. THE MINIMUM RELATIVITY DISTANCE ACCURACY OF BOUNDARIES FOR THIS TYPE OF SURVEY IS 1 FOOT IN 10,000 FEET. THIS SURVEY MEETS OR EXCEEDS THE STATED ACCURACY REQUIREMENT. 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. BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE: JUNE 07, 2017. FORMBOARD SURVEY FIELD DATE: 05/04/18. CERTIFIED TO: bb 5.32� X 5 89°36'20" W 1369.00'(D) S 89038'20" W 1369.16'(M) }tit 10 t� 0q +Sb� DIRT oA ttib tib4�1 t 594.29' O ASPHALT PARKING "F" CURB DIRT I 0 b St. GIs Co. FL Date() �flt.��a�wvey�� APPrOVed 'yb FLUME (TYP) q +,b q 4� Al TOR 'A, INV 16.07 1�57 TOR �b0 t X X X X X X X o ti ToB TOR 1 fff ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 ti M FND 4"X4"CM RLS 2391 3� Itn 16.7 # fsl I . N i 17.1 4' BWF V" N � Zv H m L' Lo Who °\ u a�ZmM000 OHoN0 r 0 /5¢Daa'�c H J U VJ C a LL00 N 05 0 o F-av00 2 3 d J .. 6 {.l"J fl F N C 4 [Y < O W N V� SaCL 0 o JZ� a WwLIXU v W vJ i J � a � IV-1 DC Z 3: pH 0. 4 LL LW Uj V W C az W p iL V Z � V W M0 Q W w II E a o Z mlz O H z H Olj W II w L3 W F O m LU z o o ♦L 0 op O Q n N _1 W WLbm pp b = bN M DRAWN BY: POB BK FN I30'CM NO APPROVED BY: AT THE SE COP OF THE R. KEMERSON ;' '�" NW 1/4 OF THE NE 1/4 5EON 11, TWP 355 CTIRANGE --- SCALE: 1 39E - " _ 50`!`I. l 1' �11 b �bb TOB DATE: _:�U/L 06/08/17 TOR FIELD BOOK/PAGES SURVEY MAP JOB NUMBER: RECEIVED 17-060 MAY 0 8 2018 ST. Lucie county, P,,mtttinq SHEET: - - I OF 1 F:\Projects\17-SOBS\17-060\17-060 FORMBOARD.dwg, BNDY_TOPO, 5/8/2018 8:35:03 AM, Velcon Group, Inc., (7725) 879-0477 6' W1 J 1�1e" Aug 0 Z ^ ir/ / /'/P