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HomeMy WebLinkAboutBOUNDARY & TOPOGRAPHIC SURVEYU Z GRAPHIC SCALE 6 ( IN FEET ) 1 inch = 50 ft. (INTENDED DISPLAY SCALE) WATER EL.=14.15' SET 5/8" IR/C ... __---....... APPROXIMATE TOE OF SLOPE STAMPED "EDC LB 8098"--\ APPROXIMATE TOP OF SLOPE TOP OF BANK N BOUNDARY & TOPOGRAPHIC SURVEY , 3 , m co ill 0 0 0 N N N 12:34 EXISTING J,� ORMBOARD N FEE:21.05' EAST LINE OF THE WEST 1/2 OF ..._._.,.___.._._.._,..._.._,_...._,., ----SECTION 30, P.O.B. TOWNSHIP 34 SOUTH,_ (O.R.B. 459 PG. 2756) RANGE 40 EAST SET 5/8" IR/C STAMPED "EDC LB 8098' u r V. 9 PG. 2756) jNORTHEA T CORNER OF SOUTHWE T QUARTER SECTION0-34-40 4 1 CDC, C EXISTING m ANU DRMBOARDS CD DECK FFE:21.05' N FFE:20,75' ® EXISTING �''7j ONE STORY BUILDING cG 41 ;f p FEE:21.00'00 ' i �\ G c i `�. .....-. J G J o i - 1O-GHAINLINK-FENCE --" - `I NO FENCE —. .. .. :-_._..__._ ..,„..........w_........,,_,_.� __m.m...�., ... Ls:Nx ZS070 SET 5/8" IR/G .ii �xl \ i STAMPED EDC LB ...... _. .. A nowt ass IACE x716 _._. - yJ,��,. - NO pEl�/CE �'aa I�, j r 3 EDGE OF PAVEMENT �F ITT T ... �) - '" y Boss• _ _ _ SZ�,EL-PO1LE`A'RD _ _ � - -- — - ASPHALT ROAD > , ,. ' �,"1 'It'' t)IN PAS, ... _.. ' EDGE OF PAVEMENT I A' ._. ' FD(,E OF PAVEMENT O.R. BOOK 65, PAGE 226 un ^w �+ (ST. LUCIE CO. CLERK OF COURT) ._..I_,... _---.... ... ........ ...._....-... ..-.._.. ....._.--..... ........... ......_. ...........-. . . BENCHMARK NO-1-_''{ LEGAL DESCRIPTION O.R. BOOK 459, PAGE L756 E11480088.35 EDGE OF PAVEMENT I m THE SOUTH 200 FEET OF THE NORTH 245 FEET OF THE NORTH I 2 OF THE NORTHEAST 1 4 OF THE N© 11i'[1P` `ti''' / / I MAG NAIL IN TIN TAB �",r' SOUTHWEST 1 4 OF SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST OF THE PUBLIC RECORDS OF EL.= 18.70' (NAVD 88) TRESSPASSING" _.................:..... _-.-SET 578"_.IR/C „STOPA_ SAINT LUCIE COUNTY, FLORIDA. �. STAMPED 'EDC LB 8098 SET 5/8" IR/C PCN: 143031100070008 STAMPED "EDC LB 8098"' BENCHMARK NO LESS AND EXCEPTING ALL THE LAND DESCRIBED IN OFFICIAL RECORDS BOOK 459, PAGE 2756, OF THE " 2 N: 1148055.74 Y, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. SET 59060.4MAG 8 w LESS RIGHTS —OF —WAY FOR PUBLIC ROADS AND CANALS, IF ANY. EL.= 20.00' (NAVD 88) z SAID PARCEL CONTAINS 5.2 ACRES, MORE OR LESS. N 430311 SURVEYORS NOTES AND RE ORT, LOCATION MAP 1) REPRODUCTIONS OF THIS MAP ARE NOT VALID WI OUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FORT PIERCE OFFICE 1934 TUCKER COURT ` FORT PIERCE, FL 34950 ''M 772-462-2455 r PORT SAINT LUCIE OFFICE +1r 469 NW PRIMA VISTA BLVD. PORT SAINT LUCIE, FL 34983 ENGINEERS O SURVEYORS 'M772-340-4990 �B www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 SURVEYOR AND MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERING, DESIGN AND CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER 1Wh THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THE LEGEND FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVA ID. 2) DESCRIPTION SHOWN HEREON PROVIDED BY THE IENT AND/OR THEIR AGENT. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS —OF —WAY, EASEMENTS 0 RECORD, OWNERSHIP, ABANDONMENT'S, DEED RESTRICTIONS, OR MURPHY (P) PLAT DATA ACT DEEDS. (0) CALCULATED FROM FIELD MEASUREMENTS 3) UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNI ATIONS AND IMPROVEMENTS WERE NOT LOCATED AS PART OF THIS SURVEY. (D) DEED OR DESCIPTION 4) OVERALL PARCEL CONTAINS 5.2 ACRES, MORE OR LESS. P.O.C. POINT OF COMMENCEMENT 5) THE LAST DATE OF FIELD WORK WAS MARCH 3, 2 20. P.O.B. POINT OF BEGINNING 6) REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. P.O.T. POINT OF TANGENCY 7) THE EAST LINE OF THE WEST HALF OF SECTION TOWNSHIP 34 SOUTH, RANGE 40 EAST BEARS SOO.18'22"W AND ALL OTHER L.B. LICENSED BUSINESS BEARINGS ARE RELATIVE THERETO. BEARINGS SHOWN HERON ARE BASED UPON ST. LUCIE COUNTY SECTION LINES AND PRM PERMANENT REFERENCE MONUMENT MONUMENTATION, BOTH FOUND AND HISTORICAL. SOME HISTORICAL MONUMENTATION MAY HAVE BEEN DESTROYED SINCE THE IR/C 5/8" IRON ROD & CAP AS NOTED ORIGINAL DELINEATION AND RESOLUTION OF THIS SECTIONAL SURVEY. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED CM CONCRETE MONUMENT STATES STANDARDS AND ARE IN FEET AND DECIMALS THEREOF. IR IRON ROD 8)IN SOME INSTANCES, GRAPHIC REPRESENTATIONS ND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY 0.R.B, OFFICIAL RECORDS BOOK ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 9) THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE NOT LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN. 10) SAID DESCRIBED PROPERTY IS NOT LOCATED WIT IN AN AREA HAVING A FLOOD ZONE DESIGNATION. 11) THE SURVEY MAP SHOWN HEREON DOES NOT NE ESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED BY THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OF ICE WORK OR RESEARCH. 12) THE HEREON DESCRIBED PROPERTY IS LOCATED WITHIN AREA OF MINIMAL FLOODING, FLOOD HAZARD ZONE DESIGNATION "X", ACCORDING TO FLOOD INSURANCE RATE MAP Nos. 1 111CO160J AND 12111CO176J, SAINT LUCIE COUNTY, FLORIDA, BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.), EFFECTVE DATE FEBRUARY 16, 2012. 13) PALM TREES SHOWN HAVE A CLEAR TRUNK OF 1 .0' OR GREATER, 14) BASE BENCHMARK: ST. LUCIE COUNTY' BENCHMARK "CHUCK" SAINT LUCIE COUNTY 2000 VERTICAL CONTROL DISK IN CONCRETE 1/2 MILE PLUS OR MINUS WEST OF SAPP ROAD ON HE SOUTH SIDE OF SAINT LUCIE BOULEVARD (AIRPORT ROAD), 3't EAST OF A 4" X 4" CONCRETE MONUMENT, 21 FEET PLUS OR MINUS SOUTH OF THE SOUTH EDGE OF PAVEMENT OF SAINT LUCIE BOULEVARD (AIRPORT ROAD) ADJUSTED ELEVATION 6.0647 (mete s) OR 19.897' NAVD '88 DATE DESIGNED BY ASC DRAWN BY mapl_rev6_fomibor FILENAME SHEETI LAYOUT AS SHOWN SCALE 05OCT16 DATE PB PLAT BOOK P.U.E. PUBLIC UTILITY EASEMENT —OHW— OVERHEAD WIRES PG PAGE D.E DRAINAGE EASEMENT COMM COMMUNICATION RISER/BOX o CENTRAL ANGLE U.E UTILITY EASEMENT WV" WATER VALVE R RADIUS P.D.E. PRIVATE DRAINAGE EASEMENT FIRE HYDRANT L ARC LENGTH O CENTERLINE CB CHORD BEARING R PROPERTY LINE `o- WOOD POWER POLE CD CHORD DISTANCE FPL FLORIDA POWER & LIGHT SIGN IEE INGRESS AND EGRESS EASEMENT TYP TYPICAL N NORTHING (OR NORTH) UG AT&T UNDERGROUND AT&T FM FORCE MAIN E EASTING (OR EAST) R/W RIGHT OF WAY N.A.V.D. NORTH AMERICAN VERTICAL DATUM x26.8 SPOT ELEVATION (NAVD 88 DATUM) A/C AIR CONDITIONING N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM um MAIL BOX OST OPEN SPACE TRACT P.IN. PARCEL IDENTIFICATION NUMBER F.P.F.D.D. FT. PIERCE FARMS DRAINAGE EL ELEVATION ® CATCH BASIN DISTRICT @ STORM MANHOLE SITE BENCHMARK SCANNED I BY 1e Co 'St Lucie County st. It pa{ P1 ed NOTE: VERIFICATION OF TREE SPECIES SHOULD BE CONDUCTED BY A PROFESSIONAL ENGAGED IN THE FIELD OF NATURAL SCIENCE. `ors cr rt lvrr c mob' o z MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER `f, 'd �w �,� SIGNATURE DATE: FLORIDA REGISTRATION #5556 �M '•• .. ` BOUNDARY AND TOPOGRAPHIC SURVEY MISSIONARY FLIGHTS AND SERVICE, INC. FORT PIERCE FLORIDA 1934 TUCKER COURT FORT PIERCE, FL 34950 772-462-2455 16-25 Retz MAR p 6 St, =ugis t*w !W - �(AI z w z z 10 ( IN FEET ) I inch = 50 ft. (INTENDED DISPLAY SCALE) MISSIONARY FLIGHTS & SERVICE, INC. Located in: Section 30, Township 34. South, Range 40 East PAD EAST LINE OF FlM=2096' THE WEST 1/2 OF PREVENTER TOWNSHIP 34 SOUTH, RANGE 40 EAST' (O.R.B. 459 PC. 2756) (bAB 4,9 PG. 2756) SET 5/8" IR/C NOR E TCORNER OF STAMPED "EDC LB 8098" SOUTHW T QUARTER SE TI NI 30-34-40 00 0 ---- --------- --- 3-7'— ...... ..... . ....... ....... .. . . ..... ....... . ... ..... 53.4 52.53' NOT A 7" L IMPROVEMENTS ARE SHOWN EXISTING 7_4 EXISTING POOL AND BUILDING 12.31 EXISTING 1 .,32 - -- ----- - �7,IFORMBOARDS lo ORMBOA DECK RIDS FFE: 20.2 n 51 E: 20,75' EXISTING . ....... c� I FFE: 1,05' FEE: 21. 0 ONE STORY BUILDING It 0 Of 2B. I .. 4 41 FEE: 21.00' 0 -00 Li... . ... ... ..... ..... .. .... .... ....... =7 . ....... / .. .. . ......... . ......... . .... . . . ... . . . . . ... . law <0 0 d dll� ...................... . �J 0 .. .. ... .. .. . . 0`1 d 00 0 0 A Z'0712w I, 430 3110 At HAMMON % a ......Fps rl 0'- CHAINLINK FENCE NO FENCE L .23' S89051'55"E 941, No SET 5/6" IR/C - : %_ , ", SCE.._.... ........... . . ... . ..... EDGE OF PAVEMENr' - ') 2, 1 , 11 �' WATIll VALVE R PAD _77-, STAMPED "EDC LB 8098" STEEL BOULEVARD AsrlHALT_�oK9------- I,! --'-55!!E­229.-7-8---t- T RlEk-2r'.86' EDGE OF PAVEMENT—, . .... .. ... 51 Affiw`5 POEMIN-1 0. R. BOOK 765, PAC E 226 ...... .. . ...... .... ........ .. ......... . . .... .... ... .. . - .. ......... .... ........ . .. .... - .... ...... .-BENCHMARK N (ST. LUCIE CO. CLERK OF COURT) O.R. BOOK 459, PACE 2756 N: 1148 S8.___l LEGAL DESCRIPTION (3,35 EDGI OF PAVDVIEN111.1- (P. R. S. L. C.) E: 858727.23 HA)RAN r MAG NAIL IN TIN TAB THE SOUTH 200 FEET OF THE NORTH 245 FEET OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF THE s., 014 AD EL.= 18.70' (NAVD 88) TRESSPASSI ......... ......... -SE-F- 5 "'1 /C SOUTHWEST 1/4 OF SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. STAMPED "EDC LB 8098"' SET 5/8" IR/C I I WATER VALVE PCN: 143031100070008 STAMPED "EDC U3 8098" BENCHMARK NO. 2 ON PAD LESS AND EXCEPTING ALL THE LAND DESCRIBED IN OFFICIAL RECORDS BOOK 459, PAGE 2756, OF THE N: 1148055.74 RIM=20.58' PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. E: 859060.48 of SET MAG NAIL EL.= 20.00' (NAVD 88) LESS RIGHTS —OF —WAY FOR PUBLIC ROADS AND CANALS, IF ANY. .0 1>1 SAID PARCEL CONTAINS 5.2 ACRES, MORE OR LESS. SURVEYORS NOTES AND REPOR r.' LOCATION MAP 1) REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT ]HE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED (NOT TO SCALE) SURVEYOR AND MAPPER, THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF — ----- ENGINEERING, DESIGN AND CONSTRUCTION, INC. IT IS A VIOL70N OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THE LEGEND FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID. 2) DESCRIPTION SHOWN HEREON PROVIDED BY THE CLIENT /ND/OR THEIR AGENT, LANDS SHOWN HEREON WERE NOT ABSTRACTED (P) PLAT DATA PB PLAT BOOK P.U.E. PUBLIC UTILITY EASEMENT —OHW— OVERHEAD WIRES BY THIS OFFICE FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S, DEED RESTRICTIONS, OR MURPHY COMM COMMUNICATION RISER/BOX (C) CALCULATED FROM FIELD MEASUREMENTS PG PAGE D.E DRAINAGE EASEMENT ACT DEEDS. Ins CENTRAL ANGLE U.E UTILITY EASEMENT WV" WATER VALVE 3) UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS PART OF THIS SURVEY. (D) DEED OR DESCIPTION 4) OVERALL PARCEL CONTAINS 5.2 ACRES, MORE OR LESS. P, 0. C. POINT OF COMMENCEMENT R RADIUS P.D.E. PRIVATE DRAINAGE EASEMENT FIRE HYDRANT �,d IllP.O.B. L ARC LENGTH CENTERLINE C-QD WOOD POWER POLE 5) THE LAST DATE OF FIELD WORK WAS MARCH 3, 2020. P. 0, B, POINT OF BEGINNING C8 CHORD BEARING PROPERTY LINE 6) REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. P.O.T. POINT OF TANGENCY CID CHORD DISTANCE FPL FLORIDA POWER & LIGHT SIGN 7) THE EAST LINE OF THE WEST HALF OF SECTION 30, TOWSHIP 34 SOUTH, RANGE 40 EAST BEARS SOO-18'22"W AND ALL OTHER L.B. LICENSED BUSINESS IEE INGRESS AND EGRESS EASEMENT TYP TYPICAL N NORTHING (OR NORTH) BEARINGS ARE RELATIVE THERETO. BEARINGS SHOWN HERON ARE BASED UPON ST, LUCIE COUNTY SECTION LINES AND PRM PERMANENT REFERENCE MONUMENT UG AT&T UNDERGROUND AT&T FM FORCE MAIN E EASTING (OR EAST) MONUMENTATION, BOTH FOUND AND HISTORICAL. SOME HISTORICAL MONUMENTATION MAY HAVE BEEN DESTROYED SINCE THE IR/C 5/8" IRON ROD & CAP AS NOTED R/W RIGHT OF WAY N. A. V. D. NORTH AMERICAN VERTICAL DATUM X26.8 SPOT ELEVATION NAVD 88 DATUM) ORIGINAL DELINEATION AND RESOLUTION OF THIS SECTIONAL SURVEY, ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED CM CONCRETE MONUMENT A/C AIR CONDITIONINGN. G. V. D. NATIONAL GEODETIC VERTICAL DATUM nM MAIL BOX STATES STANDARDS AND ARE IN FEET AND DECIMALS THEREOF. P.IN. PARCEL IDENTIFICATION NUMBER IR IRON ROD OST OPEN SPACE TRACT CATCH BASIN 8) IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY O.R.B. OFFICIAL RECORDS BOOK F. P. F. D. D. FT. PIERCE FARMS DRAINAGE EL ELEVATION ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEIIENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL @ STORM MANHOLE SITE BENCHMARK THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED ROSITIONS. DISTRICT 9) THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE NOT THIS LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SdOWN IN RELATION TO THE BOUNDARY LINES SHOWN. Dot 10) SAID DESCRIBED PROPERTY IS NOT LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION. SITE 11) THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED BY THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH, 12) THE HEREON DESCRIBED PROPERTY IS LOCATED WITHIN NREA OF MINIMAL FLOODING, FLOOD HAZARD ZONE DESIGNATION '1411 ACCORDING TO FLOOD INSURANCE RATE MAP Nos, 12111C01ffiOJ AND 12111CO176J, SAINT LUCIE COUNTY, FLORIDA, BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FE.M.A.), EFFECTIVE DA-E FEBRUARY 16, 2012. 13) PALM TREES SHOWN HAVE A CLEAR TRUNK OF 10.0' OF GREATER. 14) BASE BENCHMARK: ST. LUCIE COUNTY BENCHMARK "CHUCK" SAINT LUCIE COUNTY 2000 VERTICAL CONTROL DISK IN CONCRETE 1/2 MILE PLUS OR MINUS WEST OF SAPP ROAD ON THE SO JTH SIDE OF SAINT LUCIE BOULEVARD (AIRPORT ROAD), 3'± EAST OF A 4" X 4" CONCRETE MONUMENT, 21 FEET PLUS OR MINUS SOUTH OF THE SOUTH EDGE OF PAVEMENT OF SAINT LUCIE BOULEVARD (AIRPORT ROAD) ADJUSTED ELEVATION 6.0647 (meters) OR 19.897' NAVD '88 MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER -'c?'SIGNATURE DATE: 53 4' X' STI BUILDING P211 EXI STI NG I LD N _R, B OAR 0 1 05�S Uj FFE 2 2 FEE 2 ...... FLORIDA REGISTRATION #5556 ter,... NOTE: VERIFICATION OF TREE SPECIES SHOULD BE CONDUCTED BY A PROFESSIONAL ENGAGED IN THE FIELD OF NATURAL SCIENCE. - - - - - - - - - - - =F' FORT PIERCE OFFICE DESIGNED BY 1934 TUCKER COURT ASC FOR PIERCE, FL 34950 16-253 r BOUNDARY AND TOPOGRAPHIC SURVEY WATER EL. =14.15I SET 5/8" IR/C APPROXIMATE TOE OF SLOPE STAMPED "EDC LB . L6iPi