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HomeMy WebLinkAboutBoundary Survey 10-19-21SHEET 1 OF 2 (SURVEY SKETCH) ------------ SURVEY NOT COMPLETE WITHOUT ALL SHEETS MAP OF BOUNDARY SURVEY PREPARED FOR ARPRIS1 LLC CONTRACTOR SHALL REGRADE SW TO BE CONSISTENT WITH THE - EXISTING ADJACENT CULVERTS. WELL ELIZABETH AVENUE q i oi- 0303 ,gyp (60' PUBLIC R/W) 20' ASPHALT ROADWAY tip• tih• MES tih• INVERT = 13.9 °° I 3A tih o MES tih .E «C3 INVERT = 13.8 �� W uL ... iR'1/2" �1 NO ID) Nignonn/nn r, o J U O n w Q LOT 13& 14 c� BLOCK 3 OCCUPIED FFE = 15.74 w 0 0 0 o_ 0 0 IRC 1/2" n� • -11 t6hg1ak 1moaNc� (5"' �'j 'I to � to I"' NOTE: ALL BEA, ME P.U.&D.E &D.E BEARING �t NORTH E FIELD DATI DRIVEWA' ­AADEL C P18.0//EJ n #21 1 6.7' PROPO ED ONE STO CBS RESIDENCE DROPOSED FrE =18.5 j GARAGE FFEI. = 18.0- NE CORNER OF BLOCK 3 — eq,IR 1 /2" NO ID) ♦1/,5 PR EP C TAN w P OPOSED o DR N FIELD UNO#STRUCTED o (L o LOT 4& 15 BLO K 3 9,750 ISQ. FT. 0.22 ACPES +/— IE ATION NOTES: EVATIONS SHOWN ARE BASED UPON NORTH AMERICAN AL DATUM OF 1988 (NAVD'88). SED FINISHED FLOOR ELEVATION IS SUBJECT TO CHANGE _ALTH DEPARTMENT. ELEVA71ON- REVISION - REVISION - REVISION - REVISION - REVISION - REVISION - REVISION - REVISION - FLORIDA BUSINESS CERTIFICATE OF AUTHORIZA11ON NUMBER LB 6912 PROPOSED ELEVATION\20.00 DRAINAGE ARROW - / N90°00'00"E 285,18" BEARING —BASIS LOT 15&16 BLOCK 3 OCCUPIED FFE = 17.24 1 /2" NORTH ARROW & GRAPHIC SCALE 0, 1 " = 20' 20' PERMIT NUMBER AND CONTACT N/A KNOW IT NOW, INC. PROFESSIONAL SURVEYING AND MAPPING 5220 US HIGHWAY 1, #104 VERO BEACH, FL 32967 PHONE — (888) 396-7770 WWW.KINSURVEYORS. COM SHEET 2 OF 2 SURVEY DETAILS ------------ SURVEY NOT COMPLETE WITHOUT ALL SHEETS LEGAL DESCRIPTION: JOB NUM.ER. 2-09-345 THE EAST 37.5 FEET OF LOT 14, AND THE WEST 37.5 FEET OF LOT 15, BLOCK 3, FLEETWOOD ACRES, FIELD WORK DATE: 10/01 /2021 ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE(S) 78, OF THE PROPERTY ADDRESS: PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 2121 ELIZABETH AVENUE, FORT PIERCE, FL 34982 FLOOD INFORMATION: PANEL NUMBER: 12111 CO186J FIRM DATE: FEBRUARY 16, 2012 FLOOD ZONE: X BASE FLOOD ELEVATION: NA COMMUNITY NAME: ST. LUCIE COUNTY COMMUNITY NUMBER: 120285 AERIAL PHOTOGRAPH En-�, r5� OCT 118 2021 >w `Z 1 fa of i 5. BY: SURVEYOR'S LEGEND FFE = FINSHED FLOOR ELEVATION PCC = POINT OF COMPOUND CURVATURE LINETYPES FP = FOUND IRON PIPE PCP = PERMANENT CONTOL POINT A/C = AIR CONDITIONING FIPC = FOUND IRON PIPE AND CAP POB = POINT OF BEGINNING = BOUNDARY LINE BB = BEARING BASIS FIR = FOUND IRON ROD POO = POINT OF COMMENCEMENT BFP = BACKFLOW PREVENTER FIRC = FOUND IRON ROD AND CAP PP = POOL PUMP = STRUCTURE LINE BLDG = BUILDING FN = FOUND NAIL PRC = POINT OF REVERSE CURVATURE - .. - .. -= CENTERLINE BLK = BLOCK FN&D = FOUND NAIL AND DISC PRM = PERMANENT REFERENCE MONUMENT BM = BENCHMARK FND = FOUND PT = POINT OF TANGENCY - - - - -= EASEMENT LINE C = CURVE FPK = FOUND PK NAIL R = RADIUS - - - = FENCE LINE CAN = CABLE T.V. RISER FPKD = FOUND PK NAIL AND DISC RNG = RANGE CB = CATCH BASIN FRRSPK = FOUND RAILROAD SPIKE R/W = RIGHT OF WAY --------------= OLD LOT LINE CL = CENTERLINE GAR = GARAGE S = SEPTIC CLF = 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 = CONTROL POINT CPP = CONCRETE POWER POLE LB # = LICENSED BUSINESS LS # = LICENSED SURVEYOR SV = SEWER VALVE TBM = TEMPORARY BENCHMARK ®= WATER METER © =SANITARY MANHOLE D = DEED M = MEARSURED TOB = TOP OF BANK T.V. SERVICE POWER POLE DF = DRAINMELD MB = MAP BOOK TWP = TOWNSHIP v�= ®=CABLE 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 F =MELD OHW = OVERHEAD WIRES WLP = WOOD LIGHT POLE WM = WATER METER ®= WELL ® = DRAINAGE MANHOLE FCM = FOUND CONCRETE MONUMENT P = PLAT PB = PLAT BOOK WPP = WOOD POWER POLE FDH = FOUND DRII_I_ HOLF PC = POINT OF CIIRVATIIRF 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. 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 NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR ELECTRONIC SEAL OF THE FLORIDA LICENSED SURVEYOR BELOW. THE SURVEYOR HEREBY CERTIFIES THAT THE ELECTRONIC SIGNATURE AND 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 THIS SURVEY MEETS THE STANDARDS OF PRACTICE FOR SURVEYS, SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17.051 AND 5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 47Y.D27, FLORIDA STATUTES. BILL HYATT DATE SURVEYOR AND MAPPER #4636 STATE OF FLORIDA FLORIDA BUSINESS CERTIFICATE OF AUTHORIZATION NUMBER LB 6912 CERTIFIED TO: EDRIS CANEUS JUNIA P. ALEXANDER ARPRIS1 LLC KNOW IT NOW, INC. PROFESSIONAL SURVEYING AND MAPPING 5220 US HIGHWAY 1, #140 VERO BEACH, FL 32967 PHONE - (888) 396-7770 WWW.KINSU RVEYORS. COM SHEET 1 OF 2 SURVEY SKETCH) ------------ SURVEY NOT COMPLETE WITHOUT ALL SHEETS MAP OF BOUNDARY SURVEY PREPARED FOR ARPRIS1 LLC ELIZABETH AVENUE tib9 (60' PUBLIC R/W) tzP 20' ASPHALT ROADWAY tih~� tihh� M ES �hyo INVERT oa 3A hq NE CORNER OF ti5 o MES N C� tig• o CONTRACTOR SHALL REGRADE SWALE M INVERT = 13.8 1-4 M BLOCK 3 TO BE CONSISTENT WITH THE EXISTING ADJACENT CULVERTS. �.�SWALE , , is. P .A........... .. .... IR 1/2" AA IR 1 %2" ,��`' �,NO NO ID ' ID PROPOSED l0 2 8 5,18' WELL Cj Io 4 BEARING BASIS PROPOSE DRIVEWA o J U PROPOSE/I / ENTRY In w o ¢ PROPOSED 3' AC PAD n LOT 13&14 CD BLOCK 3 �' EL= 18. �21 j 67' LOT 15&16 � / BLOCK 3 PROPOSED OCCUPIED ONE STORY CBS OCCUPIED FFE = 15.74 RESIDENCE N F PROPOSED FrE =18.5/ GARAGE FF418.0,-' oLLI o / PRO OP SEDmCONCRETEPAAE y1.0o CD C TAN TA SEP P71EC w P 0POSED o DIN FIELD UNO#STRUCTED o (U (U oD CD LOT 4& 15 BLO K 3 9,750 ISQ. FT. IRC 1/2" „ 0.22 ACPES +�— IRC 1/2" „ 3z �a 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' 20' 20' NORTH EASTERLY RIGHT OF WAY LINE FOR ELIZABETH AVENUE PERMIT NUMBER AND CONTACT N/A 20 E)aSTNG ELEVATION x�0 PROPOSED ELEVA710N--00_ DRAINAGE ARROW ----�- JOB (J — REVISION - KNOW I T NOW, INC. PROFESSIONAL SURVEYING AND MAPPING 5220 US HIGHWAY 1, #104 • VERO BEACH, FL 32967 PHONE — (888) 396-7770 WWW.KINSURVEYORS.COM • FIELD DATEE — 10/0 10/01/2021 REVISION — REVISION - REVISION - REVISION - REVISION - REVISION - REVISION - REVISION - I REVISION - FLORIDA BUSINESS CERTIFICATE OF AUTHORIZATION NUMBER LB 6912 SHEET 2 OF 2 SURVEY DETAILS ------------ SURVEY NOT COMPLETE WITHOUT ALL SHEETS LEGAL DESCRIPTION: JOB NUMBER: ,:2109-345 ,THE EAST 37.5 FEET OF LOT 14, AND THE WEST 37.5 ;FEET OF LOT 15, BLOCK 3, FLEETWOOD ACRES, FIELD WORK DATE: 10/01 /2021 'ACCORDING TO THE MAP OR PLAT THEREOF, AS 'RECORDED IN PLAT BOOK 10, PAGE(S) 78, OF THE PROPERTY ADDRESS: ;PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 2121 ELIZABETH AVENUE, FORT PIERCE, FL 34982 FLOOD INFORMATION: PANEL NUMBER: 12111 CO186J FIRM DATE: FEBRUARY 16, 2012 FLOOD ZONE: X BASE FLOOD ELEVATION: NA COMMUNITY NAME: ST. LUCIE COUNTY COMMUNITY NUMBER: 120285 AERIAL PHOTOGRAPH I e .ems it tt 1 OCT i S 2021 ` BY. SURVEYORS LEGEND FFE = FINSHED FLOOR ELEVATION PCC = POINT OF COMPOUND CURVATURE LINETYPES FIP = FOUND IRON PIPE PCP = PERMANENT CONTOL POINT A/C = 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 BFP = BACKFLOW PREVENTER FIRC = FOUND IRON ROD AND CAP PP = POOL PUMP = STRUCTURE LINE BLDG = BUILDING FN = FOUND NAIL PRC = POINT OF REVERSE CURVATURE �= CENTERLINE BLK = BLOCK FN&D = FOUND NAIL AND DISC PRM = PERMANENT REFERENCE MONUMENT BM = BENCHMARK FND = FOUND PT = POINT OF TANGENCY — — — — —= EASEMENT LINE C = CURVE FPK = FOUND PK NAIL R = RADIUSFENCE LINE CAN = CABLE T.V. RISER FPKD = FOUND PK NAIL AND DISC RNG = RANGE CB = CATCH BASIN FRRSPK = FOUND RAILROAD SPIKE R/W = RIGHT OF WAY --------------= OLD LOT LINE CL = CENTERLINE GAR = GARAGE S = SEPTIC CLF = 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 CID = CONTROL POINT LB # = LICENSED BUSINESS SV = SEWER VALVE CPP = CONCRETE POWER POLE LS # = LICENSED SURVEYOR TBM = TEMPORARY BENCHMARK ®= WATER METER 0 =SANITARY MANHOLE D = DEED M = MEARSURED TOB = TOP OF BANK POWER POLE =CABLE T.V. SERVICE OF = DRAINFIELD MB = MAP BOOK TWP = TOWNSHIP �_ ELEV = ELEVATION MES = MITERED END SECTION TR = TELEPHONE RISER ©= GAS SERVICE 0 = ELECTRIC SERVICE EM = ELECTRIC METER MH = MANHOLE TYP = TYPICAL EOW = EDGE OF WATER MLP = METAL LIGHT POLE WIT = WITNESS = LIGHT POLE ® = 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 WETL-"'l`—Ati0_ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON OR AROUND THE SURVEY SITE WERE NOT DETERMINED OR LOCE, 3. THE SURVEY DATE IE BLOCK, NOT THE SIGNATURE DATE. I 4. THIS SURVEY MAP OI j / `,- WITHOUT THE SIGNATURE AND THE ELECTRONIC OR ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR ANDf 5. FENCES SHOWN ON f TES ONLY. FENCE TIES SHOWN ARE RELATIVE TO THE CENTER OF SAID FENCE. THE SURVEYOR WILL NOT BE 1 FROM THE REMOVAL AND/OR CHANGES TO ANY FENCES UNLESS THE SURVEY WAS F � PROVIDED SPECIFICALLY . 1 6. PROPERTY LINES ANI fSICALLY LOCATED BY FIELD SURVEY. 7. MONUMENTS FOUNDI S AND INFORMATION IS NOTED BY (C). 8. COMPUTATIONS OF ( )HOWN AS (C). 9. ACCURACIES OBTAI l (RURAL) 1' IN 5000', (SUBURBAN) 1' IN 7500', (COMMERCIAL) 1' IN 10,000'. 10. PRIOR TO SURVEY jCRIPTION FROM CLIENT OR FROM PUBLICLY PUBLISHED COUNTY TAX COLLECTOR SITE, RECORDED PLATS AND ram` CABLE. 11. IF ONLY A DIGITAL SURVEY COPY`IS KCVv,nw-.-.----jREPORT 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 EDRIS CANEUS LICENSED SURVEYOR BELOW. THE SURVEYOR HEREBY CERTIFIES THAT THE ELECTRONIC SIGNATURE AND JUNIA P. ALEXANDER 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 ARPRISI LLC THIS SURVEY MEETS THE STANDARDS OF PRACTICE FOR SURVEYS. SET FORTH BY THE FLORIDA BOARD 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. 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 f