Loading...
HomeMy WebLinkAboutFormBoard SurveySYMBOLS: i- = GUY WIRE ANCHOR © = CABLE TELEVISION BOX ❑ = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT Q = ELECTRIC BOX QT = TELEPHONE BOX -� = SIGN = SANITARY MANHOLE = STORM MANHOLE 5 = NUMBER OF PARKING SPACES = FIRE HYDRANT = LIGHT POLE ® = CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX p(4 = IRRIGATION VALVE = GAS VALVE = SEWER VALVE �a = WATER VALVE Q = WELL Q = WATER METER '& = WOOD POWER POLE ® = SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONC = CONCRETE CLF = CHAIN LINK FENCE (D) = DEED DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK FFE = FINISHED FLOOR ELEVATION FND = FOUND FPL = FLORIDA POWER & LIGHT INV = INVERT IP = 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 NSLWCD = NORTH ST. LUCIE WATER CONTROL DISTRICT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE 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 A = DELTA OF CURVE 2 1 11 ill 12 CORNR SECTION 11 T-" 10 0 d- d O� O M M M NOT PLATTED M W o 0 � N N Z II II II �W FND IRC 1/2 "RLS2391 oati SELINE11, TWP 50SF RGE138E SS9'55'37"E 2603.10' FND OIE I I 1 I �• 5 11 a 4 CL � 22.83 I I 1 TOP OF BANK °j� II II i 20.39 � I I I I I o EDGE OF WATER I I I I 11 PERMIT#: 2103-0307 „ POND �I llI II a M II �0 93155 N h� o�� 20.84�' a I 1 11 II II w ti m ll �� + EE � S+ DETAIL "B" a l l 1:� ti a zM 199.22 ` � 75' SETBACK I 1 I o W� d- o -.L f I I II W J� 00 ti�� o0 TOP OF BANK 23.6 I I +� 20 78 SEASONAL HIGH 1 I I Q N WATER LINE \ \ � NOT PLATTED Cn (v 120.89+ EDGE OF WATER ABANDONED I I J O I fELEV= 18.50 OLD CITRUS n- I I 1 DATE: 6-24-20 GROVE 0m) U Q I I POND I I I 11 z O II II o� II 00 Z II II z� 111 w l ti�9� -o � I I � ► I �� 20.82 Q�� IIM IIIZ Uj 235.28' / ` V I I I I Z?, ®in JI / �0 ( I I I w� �^ SEE DETAIL "A" EnI I 1 ► W z `� II III II 00 FND IRC SITE BENCHMARK a 23.57 I 1 ( I "ILLEGIBLE" SET IRC NSLWCD CANAL NO 63 I I I I 1.09'W "AJP TRAVERSE" TOP OF BANK 52' RIGHT-OF-WAY ELEVATION=22.50 EL PANNEL 21.97 oL - --------- -----------N-��-----� }5. 3=-_-_- _-_- _-_-_-_----- FND IR- 6' CLF - S LINE NE 1 /4 (BEARING BASE) - - - CENTER OF _ - cATE�tL�- --SEC-11_TWP-35S,-R �38E----------------------------- - ----- 1/SECTION 11 - -==-J----- --- ----------------- -- -- -- �� CORNER - - - - - - - - - - - - - - - - - - - - - - - 24.65 EDGE OF WATER 24.80 0 24 41 -� J SECTION 11 24.91 ASPHALT ROAD 24.90 24.58 24.48 DIRT 24.60 DRIVE ORANGE AVENUE a 24.44 207' RIGHT-OF-WAY - - - - - - - - - - - - - - - - / 34.94' in C', CONC N 35.29' M TRAILSTORY ER 35.40' w N ELECTRIC PANEL 31.77' 2 d; CONC � M WELL �W 7.88' 11.89 00 a 00 00 11.89, DETAIL "A" SCALE: 1 "=30' -L U-s DATE. REVISIONS: II m ��ervED 1112 ® 202, Permian, De St. Lucie Countyonr 2163-0307 60CACJ a a�� o. FL D :>0 '000� "'111\ DETAIL "B" SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltnlore Street Port St. Lucie, Florida 34983 Phone: (772) 340-7770 LBf7280 Fax: (772) 340-2250 3 ') S89'56'31"E 2654.28' S89'57'32"E 2654.28' 10 11 �n C6 tf') N �r 0 O O 0 z N89'53'42"W 2659.97' rn Ci Q0 tD N N 0 CO 0 0 0 z SITE N89'53'42"W 2658.93' ORANGE AVENUE M w tD J N z M O N N N J a S wQ n o n U 0 0 �W a 0 0 ow z z cn = 10 11 11 12 - 14 N89'48'47"W 2663.22' N89'48'48"W 2663.22' 14 13 LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION: SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION ELEVEN, TOWNSHIP 35 SOUTH, RANGE 38 EAST, LESS AND EXCEPTING THEREFROM RIGHTS -OF -WAY FOR PUBLIC ROADS AND DRAINAGE CANALS, ST. LUCIE COUNTY, FLORIDA. CONTAINING 3,331,282 SQUARE FEET OR 76.476 ACRES, MORE OR LESS. 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. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: A "GRID NORTH" BEARING OF N89'53'42"W ALONG THE SOUTH PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO150 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 RUAL 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 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 GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE 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 SKETCH. 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. CERTIFIED TO: CESAR & MARCELLA MARTINEZ 15. (c� COPYRIGHT 2021 BY ALEXANDER J. PIAZZA PSM, INC. 'Y HE 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 J. PIAZZA PSM, INC. 8-19-21 8-06-20 DATE OF FIELD SURVEY: 6-24-20 DATE OF SURVEY: 12-01-20 �, Z�zo�,� ALEXANDE J. PROFESS`ONAL 64�WR AND MAPPER FORM BOARD SURVEY FLORIDA CERTIFICATE No. 6330 BOUNDARY SURVEY CAD K:\BUILDERS\DWG2020\20-5691.DWG 17650 ORANGE AVENUE REF K:\ SEC 11, TWP 35S, RGE 38E FLD CJM / RP FB. PG. JOB 20-5691 AS PREPARED FOR OFF CJM DATE 12-01-20 CESAR & MARCELLA M ARTI N EZ CKD AJP SHEET 1 OF 1 DWG D-980 I\:\C5UILUtKJ\UVVUZULU\LU-J)OJ I.QWg, LS/LV/LVL 1 /:LL: 1:) /AIVI