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HomeMy WebLinkAboutApproved SurveyLEGEND: (C) = CALCULATED (D) = DEED (M) = MEASURED (P) = PLATTED CMP = CORRUGATED METAL PIPE CNS = COULD NOT SET CONC = CONCRETE FIFE = FINISHED FLOOR ELEVATION FND = FOUND IR = 5/8" IRON REBER IRC = 5/8" IRON REBAR WITH PLASTIC CAP / PCOR = PROPERTY CORNER / PCP = PERMANENT CONTROL POINT PL = PROPERTY LINE PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT R/W = RIGHT—OF—WAY / R = RADIUS OF CURVE L = LENGTH OF CURVE I SF = SQUARE FOOT 0 = DELTA OF CURVE 0 = SET 5/8" IRON REBAR WITH PLAST�C CAP "AJP PSM 6330" 1 v, SEPTIC & DRAINFIELD AREA FNOD A 125.00' 155.00' NOT FIND r \r Z Y Q 00< oo \ m� I 4' CLF CORNER O OF StOR IRRIGATION WELL 0) O (V O O O Z LOT 35 BLOCK 87 FFE = 19.21 NO WELL ZD � I IRC " LB 2391N89*57'51 'E 15.89Ln _ Ct b I 32.91' / 10.00' -00 n O1 �rrnn Cn A.Z1 q =o 47.66' 10.00' w u rn 4' CLF CORNER 0.4'N OF PL FND IRON40 PIPE a w a coo CLUB 00) wt 0op� or0 N? O N rM L6 U� 0 0 0 � n S T m FND IRC 125.000.11LL8 NE OI 06EE NOT FND 30.00' m 116.66 0 Ut o PROPOSED 29.67' 1" WATER V i2.42' �$ n 0 00 000 ��, 0 AN m O O mom q nr L4 , 7.67' y mm rn o 2.17' II OTLO �m-<r0 1 mpo rn00 5g v W O -<m 25.50'p� 0) O Zao s.00 s.83' (V m O 35.00' V 32.34' O 5' 22.34' (n LS T 27.34' 500sf DRAINFIELD 750sf UNOBSTRUCTED AREA rn UUNLI UTILITY POWER " R S89'57751 W 100.00 POLE 00 JZ FIRE HYDRANT �, [�7 WATER VALVE +6ti 155.00' N89°5751 "E EASY STREET 80' R/W - 20' ASPHALT ROAD I� 0 ui IN 6� �l 0 25.00' N o SIGN FND 12.89 / INVERT 310.00' U 00 (f ) 00 N 0) LO o C `1 w Z N :2: = o x(o a ^ N U" (D 0 � O Z Of w0w 0 mill > J o PQJ� _ O (n D_ W D a U Q O 0 0 Q � o m O O 0 o Z R=25.00' L=39.27' 90'00'00" 24 RCP+13.14 INVERT FND NAIL DISK"LB 4971" 0.24'EAST Ro LEGAL DESCRIPTION: LOT 36 IN BLOCK 87 OF INDIAN RIVER ESTATES UNIT 9, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 74, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEY NOTES: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(11), FLORIDA ADMINISTRATIVE CODE. 2. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 4. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO281 K, EFFECTIVE DATE FEBRUARY 19, 2020. 5. 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. 6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF LOT 36 ASSUMED TO BEAR S00°02'09"E 7. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN FEET. 8. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. 9. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 10.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. 11.ADDITIONS 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. CERTIFIED TO: PORT ST. LUCIE PROPERTIES, INC. 6109 BALSAM DRIVE TYPE OF SURVEY:1 BOUNDARY I PLOT PLAN U C TIE IN FINAL ITOPOGRAPHIC COMPLETED ON: 1 10-26-21 1 LAST FIELD DATE: 10-25-21 ER J, ALEXANDER J. PIAZZA PSM, INC. Surveying Mapping • Consulting 7' 9 PP 9 9 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 L3#7280 Fax: (772) 340-2250 1D K: \BUILDERS\DN�2021 \21-8250. DN�G ` + ,.• Digitally signed ri Alexander) Piazza I �! � 0\ DN: c=US, o=Florida, Alexander J Piazza dnQualifier=A01410D00000179D39DE72C0001827 8,cn=AlexanderJ Piazza Date: 2021.11.0309:59:41-04'00' ALEXANDER J. PIAZZA Professional Surveyor & Mapper Florida Certificate No.: 6330 REF K: \ FLO CREW FB. PG. JOB 21-8250 OFF LW DATE 10-26-21 DATE: REVISIONS: BY. CKD AJP SHEET 1 OF 1 DWG C_1452 K:\BUILDERS\DWG2021\21-8250.dwg, 11/1/2021 12:45:53 PM