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HomeMy WebLinkAboutBOUNDARY PLOT PPLAN SURVEYLEGEND: R CALCULATED w LOT 20 AND THE (D) = DEED z NORTH OF LOT (M) = MEASURED y 211 BLFEET OCK J II VACANT CMP = CORRUGATED METAL PIPE CNS = COULD NOT SET vvi - 4' CLF CORNER 4' CLF LINE CONC = CONCRETE 0 2Q 0.8'S 0.7'W OF'PCOR k �� N89'56'22"E 200.00' o 16.64 0.5'E OF PL FLOOR ELEVATION FND = FOUND LO FND IR FND IR IR = 5/8" IRON REBER 0..03'E 0.33'N, IRC = 5/8" IRON REBAR WITH PLASTIC CAP "- 0.03'E 0.09'E PCOR = PROPERTY CORNER PCP = PERMANENT CONTROL POINT PL = PROPERTY LINE REMAINDER OF LOT 43 BLOCK 11 PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT s T LOT 21 BLOCK 11 THE EAST 200 FEET OF N SEPTIC IN FRONT N 0 WELL R/W = RIGHT-OF-WAY THE SOUTH FEET OF 2 o R = RADIUS OF CURVE LOT 21 BLOCK 11 b L = LENGTH OF CURVE o SF = SQUARE FOOT 0 C A = DELTA OF CURVE 4'CLF CORNER 0 = SET 5/8" IRON REBAR WITH PLASTIC 0.2'E OF PL CAP "AJP PSM 6330" p - LEGAL DESCRIPTION: O THE EAST 200 FEET OF THE SOUTH 52' OF LOT 21, AND THE LO EAST 200' 016.00' O EAST 200 FEET OF LOT 22, BLOCK 11, INDIAN RIVER ESTATES UNIT TWO, ACCORDING TO THE PLAT THEREOF AS PORCH1 25.0' RECORDED IN PLAT BOOK 10, PAGE 46, OF THE PUBLIC 58.00' w RECORDS OF ST. LUCIE COUNTY, FLORIDA. L0 O -1O 00 O_ "WINDSOR I.d � - w J THE EAST 200 FEET OF.00' MODEL 4" Co o w wY OOO-NLr) SURVEY NOTES: LOT 22 BLOCK 11 PROPOSED RESIDENCE o Ih w0� 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 0 115.00' M 2.00' FFE= 19.41 M o o OJ z w LoY - �` 5J-17.050(11), FLORIDA ADMINISTRATIVE CODE. REMAINDER OF O 2417, o I'7 �m0 OII 2. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE LOT 22 BLOCK 11 O N O ��a o�-j o SHOWN HEREON. FFE = 17.92 ENTRY. � 13.I7' 25.0 ' O w�> =Om� 3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE PROPOSED 1" WATER SERVICE N ^ r, O 30 �cn LOCATED UNLESS OTHERWISE SHOWN. (6 74' (n Q 4. THIS SITE LIES WITHIN FLOOD ZONE "X', ACCORDING TO 117.00' 20.67' S/T w = w w = THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 00sf DR IN IELD w 12111CO277 K, EFFECTIVE DATE FEBRUARY 19, 2020. sf U O AT UCTED �.6 5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE 10.00' SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. rn PROPOSED 6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE o DRIVE OF LOTS 21 AND 22 ASSUMED TO BEAR S00'03'38"E FND IR 91 w NocI 1 7. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS NOT NOT 0.21NN IR FND OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN FND 0.21'E ti0 o 0.11'N, IR FEET. 100.00' _x _x TOP OF BANK 4.50 0.11'W 300.00' 8. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE 4' CLF CORNER w PROPOSED S89.56 22 W 200MID 11 6711 PO R DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER 1.4'N,1.0'W WATER TOE OF DITCH - J. IAZZAPSM I NC OF PCOR 12.29 ME R - -+- 11.98 9. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT OTC 4 12.22 20.67' TOE OF DITCH _12.26 VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. SITE BENCHMARK PAINTED NAIL DISK' 0 FIRE HYDRANT 15.59 o o 10.ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT ELEV= 16.41 NAVD 1988� 85 TOP OF BANK -15.20 0 BY OTHER THAN THE S I GN I NG PARTY OR PART I ES IS �lt635 PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE EDGE OF PAVEMENT 16.23 SIGNING PARTY OR PARTIES. 11.ADD ITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR PARTIES. EASY STREET 80' R/W - 20' ASPHALT ROAD CERT I F I ED TO: PORT ST. LUCIE PROPERTIES, INC. 396 EASY STREET TYPEY: BOUNDARY PLOT LAN U C TIE E I N FINAL NAL TOPOGRAPHI C COMPETED ON032LAST FIELD DATE: 10-26-21 z RJ��I,� ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 1gf7W0 Fax: (772) 340-2250 CAD K: \BUILDERS\DWG2021 \21-8210 . DWG Digitally signed rAlexander J Piazza DN: c=US, o=Floida, Alexander J � iea_zz - doQuali Alex ier=A 01410D00000179D39DE72C00018278, cn=lexanderJPiazza Date: 2022.03.02 12:41:41 -05'00' r ALEXANDER J. PIAZZA Professional Surveyor & Mapper Florida Certificate No.: 6330 REF K: \ FLD BF\DG FB. PG. JOB 21-8210 OFF LW\AJP DATE 11-03-21 3-02-22 1 REVISED FEE PER BUILDER I AMP DATE. REVISIONS: BY: j I CKD AJP SHEET 1 OF 1 DWG C-1460 K:\BUILDERS\DWG2021\21-8210.dwg, 3/2/2022 12:40:58 PM `'NYY/,/flit►►®®�"