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HomeMy WebLinkAboutBoundary SurveySHEET 1 OF 2 .SURVEY SKETCH ------------ SURVEY NOT COMPLETE WITHOUT ALL SHEETS MAP OF BOUNDARY SURVEY PREPARED. FOR JM CUSTOM POOLS, INC. MIN. SETBACK REQ. FRONT 1 SIDE 1941 P CNR SIDES V REAR ZNG. TECH. N.S.L.R.W.C.D. CANAL NO. 78 S89°59'08'E 255.00' SIRC 1/2" —----------- — —------- SIRC 1/2- (LB 6912) ..(LB 6912) OD r- c°D) c6 LOT 6 BLOCK 1 COPY CBS CONCRETE NG R le � 0? o, (U 0 4p �3 :a. Z6j• 2p,• N 17.5' PROPOSED 2,9 � M POOL 16 J135' so' m PROPOSED 93' LF LOT 5 POOL DECK 17.5' b' 9 2,9' BLOCK 1 ,, Z COVERED LOT 7 3 ® 2 PROCH BLOCK 1 o LJ. i� 78,1' �2 N 18602 N 77 3 ONE STORY CBS 0 z RESIDENCE FFE 2 70 77.4' a 2fo0 CONCRETE DRIVEWAY (U 0 ('7 (U SITE BENCTARK /2 BEARING ELEVATION - SITE ELEVATION -NARK /1 22.97 (NAVD'BB) BASIS 2z91 (NAVD'BB) FIRC 5/8" �ti (ILLEGIBLE Z' — — — — — — — �— _ — — — — — — ELECTRICZQ_PDX ?'��(LB C6912) P.C. S89°52'33'W o S89°52'33'W 255, 0' h 2?i� CD CD25,84' 2Z� Z3° `��'A, o 8' o -..-..-..-..-..-.. -MACH -ONE- DRIVE -..-..-.._..-..-..- (60' R/w) 20' ASPHALT ROADWAY "E IE WED FOR CODE COMPLIANCE -- - ST. LUCIE COUNTY q0e.�C FILE COPY NOTES: ELEVATION NOTES: NORTH ARROW & ALL BEARINGS AND DISTANCES SHOWN ARE RECORD AND ALL ELEVATIONS SHOWN ARE BASED UPON NORTH AMERICAN GRAPHIC SCALE MEASURED, UNLESS OTHERWISE SHOWN. VERTICAL DATUM OF 1988 (NAVD'88). P.U.&D.E. = PUBLIC UTILITY AND DRAINAGE EASEMENT. PROPOSED FINISHED FLOOR ELEVATION IS SUBJECT TO CHANGE BEARINGS ARE BASED UPON THE RECORD BEARING FOR THE PER HEALTH DEPARTMENT. 0' 50' 1 = 50 NORTHERLY RIGHT OF WAY LINE OF MACH ONE DRIVE. PERMIT NUMBER AND CONTACT JM CUSTOM POOLS, INC. EKISRNG ELEVATION- PROPOSED ELEVATION-\2B4O0 DRAINAGE ARROW --�+ — REVISION — KNOW. IT NOW, INC. PROFESSIONAL SURVEYING AND MAPPING 5220 US HIGHWAY 1, #104 VERO BEACH, FL 32967 PHONE - (888) 396-7770 WWW.KINSURVEYORS.COM • FIE FIELD DATE — 10/22/2021 104 REVISION — REVISION - REVISION - REMSION - REMSION - REVISION - REMSION - REVISION - REMSION - FLORIDA BUSINESS CERTIFICATE OF AUTHORIZATION NUMBER LB 6912 SHEET 2 OF 2 SURVEY DETAILS ------------ SURVEY NOT COMPLETE WITHOUT ALL SHEETS LEGAL DESCRIPTION: JOB NUMBER: 2110-324 LOT 6, BLOCK 1, AERO ACRES SUBDIVISION AS PER PLAT THEREOF RECORDED IN PLAT BOOK 27, PAGES 14, 14A—D, •_• ._d '' y' '- = ` '; i " FIELD WORK DATE: 10/22%20'21' — PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PROPERTY ADDRESS: —•--••-- --.—•--- 'L'. = SUBJECT TO DECLARATION OF PROTECTIVE COVENANTS, 18602 MACH ONE DRIVE, -FORT--P—IERCE;'- FL�'34987 CONDITIONS, AND RESTRICTIONS AFFECTING THE REAL PROPERTY OF AERO ACRES SUBDIVISION AS RECORDED APRIL FLOOD INFORMATION: ---- — —•.- 4, 1989 IN O.R. BOOK 630, PAGE 1890 PUBLIC RECORDS OF PANEL NUMBER: 12111CO250J—_-_.............. ST. LUCIE COUNTY, FLORIDA; THE ARTICLES OF INCORPORATION FIRM DATE: FEBRUARY 16, 2012 OF AERO ACRES PROPERTY OWNERS ASSOCIATION, INC. AS FLOOD ZONE: X RE —CORDED APRIL 4, 1989 IN O.R. BOOK 630 'PAGE 1918 BASE FLOOD ELEVATION: NA PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND THE COMMUNITY NAME: ST. LUCIE COUNTY BY-LAWS OF AERO ACRES PROPERTY OWNERS ASSOCIATION, COMMUNITY NUMBER: 120285 INC. AS RECORDED APRIL 4, 1989 IN O.R. BOOK 630, PAGE AERIAL PHOTOGRAPH 1925, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. • I 4 - SURVEYOR'S LEGEND FIFE = FINSHED FLOOR ELEVATION PCC = POINT OF COMPOUND CURVATURE LINETYPES FIP = FOUND IRON PIPE PCP = PERMANENT CONTOL POINT A/CI = AIR CONDITIONING FIPC = FOUND IRON PIPE AND CAP POB = POINT OF BEGINNING = BOUNDARY LINE BB = BEARING BASIS FIR = FOUND IRON ROD POC = POINT OF COMMENCEMENT STRUCTURE LINE BFP1= BACKFLOW PREVENTER FIRC = FOUND IRON ROD AND CAP PP = POOL PUMP = BLDG = BUILDING FN = FOUND NAIL PRC = POINT OF REVERSE CURVATURE - ... - .. -= CENTERLINE BLKI= BLOCK FN&D = FOUND NAIL AND DISC PRM = PERMANENT REFERENCE MONUMENT BM = BENCHMARK FIND = FOUND PT = POINT OF TANGENCY - - - - -= EASEMENT LINE C =' CURVE FPK = FOUND PK NAIL R = RADIUS FENCE LINE = CABLE T.V. RISER FPKD = FOUND PK NAIL AND DISC RNG = RANGE CBATV _= OLD LOT LINE = CATCH BASIN FRRSPK = FOUND RAILROAD SPIKE R/W = RIGHT OF WAY _____________ CL = CENTERLINE GAR = GARAGE S = SEPTIC CLFi= CHAIN LINK FENCE HYD = FIRE HYDRANT SEC = SECTION SYMBOLS CLP= CONCRETE LIGHT POLE ID = IDENTIFICATION SIR = SET IRON ROD AND CAP CONC = CONCRETE L = LENGTH SPKD = SET PK NAIL AND DISC= FIRE HYDRANT ®= CATCH BASIN CP L- CONTROL POINT LB # = LICENSED BUSINESS SV = SEWER VALVE CPPI= CONCRETE POWER POLE LS # = LICENSED SURVEYOR TBM = TEMPORARY BENCHMARK ®= WATER METER ® =SANITARY MANHOLE D =DEED M = MEARSURED TOB = TOP OF BANK DF= DRAINFIELD MB = MAP BOOK TWP = TOWNSHIP �= POWER POLE ©= CABLE T.V. SERVICE ELEV = ELEVATION MES = MITERED END SECTION TR = TELEPHONE RISER ©= GAS SERVICE ® = ELECTRIC SERVICE EM = ELECTRIC METER MH = MANHOLE TYP = TYPICAL EOW = EDGE OF WATER MLP = METAL LIGHT POLE WIT = WITNESS = LIGHT POLE m = TELEPHONE SERVICE EP = EDGE OF PAVEMENT OHW = OVERHEAD WIRES WLP = WOOD LIGHT POLE F = FIELD P = PLAT WM = WATER METER ®= WELL = DRAINAGE MANHOLE FCM = FOUND CONCRETE MONUMENT PB = PLAT BOOK WPP = WOOD POWER POLE FDH = FOUND DRILL HOLE PC = POINT OF CURVATURE WV = WATER VALVE = BENCHMARK Q = SANITARY SERVICE SURVEYOR'S NOTES 1. UNDERGROUND UTILITIES, BUILDING FOUNDATIONS, AND OTHER UNDERGROUND FIXED IMPROVEMENTS WERE NOT LOCATED, UNLESS OTHERWISE INDICATED. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF SURFACE INDICATIONS OBSERVED BY THE SURVEYOR AND MAY NOT BE COMPLETE. 2. JURISDICTIONAL WETLANDS AND ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON OR AROUND THE SURVEY SITE WERE NOT DETERMINED OR LOCATED. 3. THE SURVEY DATE IS THE FIELD DATE SHOWN. IN THE TITLE BLOCK, NOT THE SIGNATURE DATE. 4. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ELECTRONIC OR ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ' 5. FENCES SHOWN ON SURVEY ARE FOR ILLUSTRATIVE PURPOSES ONLY. FENCE TIES SHOWN ARE RELATIVE TO THE CENTER OF SAID FENCE. THE SURVEYOR WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL AND/OR CHANGES TO ANY FENCES UNLESS THE SURVEY WAS PROVIDED SPECIFICALLY FOR FENCE LOCATION PURPOSES. 6. PROPERTY LINES AND OR IMPROVEMENTS SHOWN WERE PHYSICALLY LOCATED BY FIELD SURVEY. 7. MONUMENTS FOUND OR SET ARE SHOWN, CALCULATED LINES AND INFORMATION IS NOTED BY (C). 8. COMPUTATIONS OF LINES AND OR DATA NOT FOUND ARE SHOWN AS (C). 9. ACCURACIES OBTAINED IN THIS SURVEY IS GREATER THAN (RURAL) 1' IN 5000', (SUBURBAN) 1' IN 7500', (COMMERCIAL) 1' IN 10,000'. 10. PRIOR TO SURVEY INFORMATION, OBTAINED WAS LEGAL DESCRIPTION FROM CLIENT OR FROM PUBLICLY PUBLISHED COUNTY TAX COLLECTOR SITE, RECORDED PLATS AND OR SECTION' CORNER RECORDS IF APPLICABLE. 11. I IF ONLY A DIGITAL SURVEY COPY IS REQUIRED A SURVEY REPORT WILL BE PLACED IN FILE. THE DIGITAL SURVEY IS NOT FULL AND COMPLETE WITHOUT THE SURVEY REPORT'FILE. SURVEYOR'S SIGNATURE CERTIFIED To: NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR ELECTRONIC SEAL OF THE FLORIDA CRAIG S. HELSETH LICENSED SURVEYOR BELOW. THE SURVEYOR HEREBY CERTIFIES THAT THE ELECTRONIC SIGNATURE AND DIANE W. HELSETH SEAL HEREON MEETS PROCEDURES SET FORTH IN CHAPTER 5J-17.062 OF THE FLORIDA ADMINISTATIVE CODE, PURSUANT TO SECTION 472.025, FLORIDA STATUTES. THE SURVEYOR HEREBY CERTIFIES THAT THISISURVEY MEETS THE STANDARDS OF PRACTICE FOR SURVEYS, SET FORTH BY THE FLORIDA BOARD . JM CUSTOM POOLS, INC. OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17.051 AND 5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 0 12.3.21 KNOW IT NOW, INC. ' PROFESSIONAL SURVEYING AND MAPPING BILL=HYATT DATE 5220 US HIGHWAY 1, #140 SURVEYOR AND MAPPER #4636 VERO BEACH, FL 32967 STATE OF FLORIDA PHONE — (888) 396-7770 WWW.KINSURVEYORS.COM • FLORIDA BUSINESS CERTIFICATE OF AUTHORIZATION NUMBER LB 6912