Loading...
HomeMy WebLinkAboutFormboard SurveyN 1/4 CORNER SEC 17, TWP 35S,RGE 39E O N W" I ZII W; UP vW U U CL � I � I O h O O SYMBOLS: (- = GUY WIRE ANCHOR © = CABLE TELEVISION BOX ❑ = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT ® = ELECTRIC BOX ❑T TELEPHONE BOX -a = SIGN = SANITARY MANHOLE = STORM MANHOLE s = NUMBER OF PARKING SPACES = FIRE HYDRANT LIGHT POLE ® = CONCRETE POWER POLE ® BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE = GAS VALVE = SEWER VALVE o�a = WATER VALVE �W = WELL ® = WATER METER 0 = WOOD POWER POLE O SET CAP PSM" IRON ROD WITH PLASTIC ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONIC = CONCRETE CLF = CHAIN LINK FENCE (D) = DEED DE = DRAINAGE EASEMENT SITE BENCHMARK SET IRC "TRAVERSE" ELEV= 21.03 NAVO 1988 I I Ix 21. 2 07 2 + 2'1.36 I ,�� x MA" Q O Qn o O� Ir (D x 200,58' LO Y =� Oa N x OL O a O I I x Q I z z0 On zoI:_-a'w 31 woi NFo� N EO ly 0 1 �m z w I I S89'38'23"W 435. NOT PLATTED OCCUPIED WELL & SEPTIC >75' NO INTERFERENCE NOT PLATTED 511CNCE BEA G BASE) 1290.94' D N37,En 2S 898'23"E 1290.90C 0 IRT ROAD WETLAND LIMITS "BY OTHERS" \ 0 NOT PLATTED goy x I gill III WETLAND LIMITS -. , . .. ., . •BY OTHERS" \ 'L FND IRC "ILLEGIBLE" \ BUILDING FENCEEppCORNER OF PCOR \ % 55.19• POND \� eo2 ���5 x 1\ 0 54.721 Z x J V v x FND7._3197'EOF NTERSEC110NE S89"38'23"W 854.23:(p C)` NAIL & DISk "PLS 25.aN 271'E 854.27 lD/ "PLS 2391' WPPIIbDOEWpE 0.31'S, 0.23'E P TERRSEOTIONE 1.7'N• 27.4'W NOT PLATTED DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK FFE = FINISHED FLOOR ELEVATION FND = FOUND FPL = FLORIDA POWER & LIGHT INV = INVERT IF = 3/4" IRON PIPE IR = 5/8" IRON REBAR IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK = PLAT P) B = PLAT BOOK S 1 //4 2FIRNER PG = PAGE SEC 17, 1`WP 35S,RGE 39E PCOR = PROPERTY CORNER PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT PUDE = PUBLIC UTITLITY & DRAINAGE EASEMENT R = RADIUS OF CURVE L = LENGTH OF CURVE 7-02-21 ADD FORMBOARDS 0 = DELTA OF CURVE - DATE: REVISIONS: K:\BUILDERS\DWG2020\20-5963.dwg, 7/2/2021 10:45:28 AM a�.�s�dl3d FND IRC PLS 2391" 0.11'S.0.11'E a w 0 37.99' m w m 6 N m N 45.75' 1.05 2.30' n stye N 8 y. `V ti0 AVERAGE TOP OF STEMWALL ELEVATION = 24.47 2 02' PROPOSED 4 ELEVATION = 23.70 "i m 1sa' 'a a m. 06 1.32' 2.29 1' 29 u �J• 8.62' 0 � P � 2.918, F6 gory y�9 n 38.62' 6.85' m 2.73' 2.73' 12.54' m V Y DETAIL: SCALE: 1"=30' ECEIVE�:Focm - St, C Co. JUL 2 - 2021 Do St ptoV BY:erm(i�►C1 LEGAL DESCRIPTION: COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 35 SOUTH, RAN 39 EAST, ST. LUCIE COUNTY, FLORIDA, RUN NORTH DO- 21'37" WEST, ALONG THE NORTH -SOUTH 1 SECTION LINE, A DISTANCE OF 1497.50 FEET TO A POINT 1155.92 FEET SOUTH OF THE NORTHWE CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 17; THENCE RUN NORTH 89°38'23" EAST, A DISTAN OF 43.50 FEET, TO THE EAST RIGHT-OF-WAY LINE OF BROCKSMITH ROAD AND THE POINT OF BEGINNING THENCE RUN NORTH 00°21'37" WEST, ALONG THE SAID `EAST RIGHT-OF-WAY LINE, A DISTANCE OF 560. FEET; THENCE RUN NORTH 89`38'23" EAST, A DISTANCE OF 1290.94 FEET, TO THE 1/4-1/4 SECTI LINE; THENCE RUN SOUTH 00°16'46" EAST, ALONG THE SAID 1/4-1/4 SECTION LINE, A DISTANCE 760.00 FEET; THENCE RUN SOUTH 89°38'23" WEST A DISTANCE OF 854.27 FEET; THENCE RUN NORTH 0 21'37" WEST, A DISTANCE OF 200.00 FEET;; THENCE RUN SOUTH 89'38'23 WEST, A DISTANCE OF 435. FEET TO THE EAST RIGHT-OF-WAY LINE OF BROCKSMITH ROAD AND THE POINT OF BEGINNING; ALL LYI' AND BEING IN SECTION 17, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. CONTAINING 893,555 SQUARE FEET OR 20.5132 ACRES, MORE OR LESS. BY: ALEXANDER J. , INC. Surveying • Mapping • Consulting 619 SW Biltmore Street Port St. Lucie, Florida' 34983 Phone: (772) 340-7770 LB#7280 Fax: (772) 340-2250 7 8 N89'41'27" E:_ 2678.29' S89'42'00"E 2679.43' 8 9 18 17 17 16 1" n M <r NI 3 00 N M oI 0 z N89°47'26"E 2670.35' d O a ,D N N to M 0 0 z 19 18 20 17 S89'56'5WW 2661.29' :�I a N ID N N N of O z S89'50'24"E 2670.56' IS CI O 0 MI N LMD a N N N O M IU m c� ro Z(0 I� 17 16 S89'53'52"W 2662.99' 201 21 SECTIONAL BREAKDOWN SCALE: 1 "=800' SURVEY REPORT: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(11), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON ST, LUCIE COUNTY SECTIONAL DATA AND EXISITNG MONUMENTATION. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: A "GRID NORTH BEARING OF N89°38'22"E ALONG THE NORTH PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE ,LOCATED UNLESS OTHERWISE SHOWN. 6, THIS SITE LIES WITHIN FLOOD ZONE 'I ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO165 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY, THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(2) FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS' EXCEEDED 1:5000 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET. 10. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. 11.'SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND (L SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12.'ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L-NET GE GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FOCC) /4 GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS ST RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE CE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO ; CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE 00 SKETCH. ON 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. OF CERTIFIED TO: RODOLFO VEGA & CARMEN HERNANDEZ 0° 60 15. cc COPYRIGHT 2021 BY ALEXANDER J. PIAllA PSM, INC. NG THE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER Ji. PIAZZA PSM, INC'. �mmI111111 #11f t DATE OF FIELD SURVEY: 6-24-21. A DATE OF SURVEY: 7-02-21 a -, �@ tN ALEXANtj:J. PI' {ZAP m PROFES5I0111AL VEYOR' MAPPER FLORIDA CtTIyRfiE�pI 330 FORMBOARD SURVEY BOUNDARY SURVEY CAD K:\BUILDERS\DWG2020\20-5963. "'N Oiltilli%%N 1950 SOUTH BROCKSMITH ROAD ' REF K:\ SEC 17, TWP 35S, RGE 39E F' CJM / RP FB. PG. JOB 20-5963 AS PREPARED FOR D`f CJM/AJP DATE 2-11-21 RODOLFO VEGA & CARMEN HERNANDEZ CKD AJP SHEET 1 OF 1 DWG D-976