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BPP-17-2270Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000665-2018 Permit Number: BPP-9-17-2270 Scheduled Inspection Date: October 16, 2018 Inspector: Naranjo, Ismael Owner: VICTORIA NEWTON DUNN Address: 1116 NE 92 ST Miami Shores, FL 33138 Project <NONE> Permit Type: Pools/Whirlpools/Hot Tubs Inspection Type: Building Final Work Classification: Addition/Alteration Phone Number. 3053032906 Parcel Number: 1132050270420 Contractor: NATIONAL POOL DESIGN LLC Phone Number: 3055591020 ALFREDO RODRIGUEZ Building Department Comments REFURBISH EXISTING SWIMMING POOL Checklist Item General Comments Passed False Comments inspector Comments Passed Failed Correction Needed Re -inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 15, 2018 For inspections please call: 305-762-4949 Page 22 of 24 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-312219 Permit Number: BPP-9-17-2270 Inspection Date: September 13, 2018 Inspector: Kendall, Travis Owner: DUNN, VICTORIA NEWTON Job Address: 1116 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NATIONAL POOL DESIGN LLC Permit Type: Pools/Whirlpools/Hot Tubs Inspection Type: Survey Final Work Classification: Addition/Alteration Phone Number (305)303-2906 • Parcel Number 1132050270420 Phone: (305)559-1020 Building Department Comments REFURBISH EXISTING SWIMMING POOL Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 13, 2018 For Inspections please call: (305)762-4949 Page 1 of 1 MAP OF BOUNDARY SURVEY NORTH SCALE: 1 "=20' LOT 2 BLOCK 3 NO ACCESS TO PROPERTY CORNER v NE 92nd STREET 19' ASPHALT PAVEMENT BOB: N89°22'45"W N 89°22'45" W 75.00' PLAT LIMITS WATERSEDGE PB 9 PG 141 MDCR 985.00' LOT 4 BLOCK 3 FIP 1/2" NO ID (04/11/2018) NO ACCESS TO PROPERTY CORNER (05/23/2018) CORNER FIR 1/2" NO ID NORTH BAYSHORE DRIVE SUBJECT CO CGMPL_II NCE WI FH ALL FEL)E 0 lJ .E ( -J LEGEND ABBREVIATIONS: A = ARC DISTANCE A/C = AIR CONDITIONER PAD AE = ACCESS EASEMENT BLDG= BUILDING BM = BENCH MARK BOB = BASIS OF BEARINGS CBS = CONCRETE BLOCK & STUCCO (C) = CALCULATED C = CHORD CB = CATCH BASIN CHB = CHORD BEARIN1 ' C&G = CURB & GUTTER CLF = CHAIN LINK FENCE COL=COLUMN EL I V LU 0 CONC = CONCRETE DE = DRAINAGE EASEMENT DME = DRAINAGE & MAINTENANCE D/W = DRIVE -WAY V EAS. = EASEMENT - : — ENC. = ENCROACHMENT -_-_ EW = EDGE OF WATER FDH = FOUND DRILL HOLE FF = FINISHED FLOOR ELEVATION FIP = FOUND IRON PIPE FIR = FOUND IRON ROD FN = FOUND NAIL (NO ID) FND = FOUND NAIL & DISK FPL = FLORIDA POWER & LIGHT TRANSFORMER PAD IMFSGE = INSTALLATION AND MAINTENANCE OF FIRE HYDRANTS, STREET LIGHTS AND GUARD RAILS EASEMENT (M) = MEASURED MDCR=MIAMI-DADE COUNTY RECORDS MH =MAN HOLE ML = MONUMENT LINE O/S = OFF -SET (P) = PLAT PB = PLAT BOOK PC = POINT OF CURVATURE PCP = PERMANENT CONTROL POINT PE = POOL EQUIPMENT PAD PG = PAGE. PI = POINT OF INTERSECTION PK = PARKER KAELON (SURVEY NAIL) PL =PLANTER PCB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRC = POINT OF REVERSE CURVATURE PRM = PERMANENT REFERENCE MONUMENT PT = POINT OF TANGENCY R = RADIUS DISTANCE (R) = RECORD R/W = RIGHT OF WAY RES. = RESIDENCE SIP = SET IRON PIPE SND = SET NAIL & DISK (PK) STL = SURVEY TIE LINE SWK = SIDEWALK (TYP)= TYPICAI. UB = UTILITY BOX UE = UTILITY EASEMENT W/F = WOOD FENCE WME = WALL MAINTENANCE EASEMENT SYMBOLS: =CENTERLINE ev = WATER VALVE uu�nol = CURB INLET = FIRE HYDRANT 3( = LIGHT POLE X 0.00 (00') A = TELEPHONE RISER = CABLE TV RISER = WATER METER = ELEVATION = ORIGINAL LOT DISTANCE = CENTRAL ANGLE = UTILITY POLE = DRAINAGE MANHOLE = CATCH BASIN OS = SEWER MANHOLE p -IRON FENCE = ENCROACHMENT # O = WOOD FENCE = CHAIN LINK FENCE - - — = OVERHEAD UTILITY WIRE SURFACES: ASPHALT CONCRETE PAVERS BUILDING TILES WOOD COVER CERIIHCATE OF AUTHORIZATION # L8-7104 Suarez surveying 8, mapping, 15190 SW 136th Street, Suite 20, Miami, Florida 33196 Tel: 305.596. 1 799 Fax: 305.596.1886 www.suarersurveying.corn PLAT IMAGE: NOT TO SCALE PROPERTY ADDRESS: 1116 NE 92ND STREET, MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION: • • • • LOT 3, BLOCK 3, OF BAY LURE, ACiORDINCo TO THE 1,71.04R•PLAT THEREOF, AS RECORDED IN PLAT BOOK 44, AT PA'aa`_ *3, OF THE PUBLIC RECMs •Cr MIAMI-DADE COUNTY, FLORIDA. • • • • • • FLOOD ZONE INFORMATION. • • • _ • • • BASED ON THE FLOOD INSURANCE. i2i1 • 4AP OF THE .FEDERAL EMERGENCY MANAGEMENT AGENCY REVISED ON 09/11L/09 AND INDEX MAP REVISED ON:i/j1.44 THE GRAPHICALLY DEPICTED BUILDINGjSS SF10 4 ON THI MAP •• EF SURVEYCS WITHIN ZONE ALBASE FLOOD ELEVATION a. •1iM•1•NITY NAM 4 IVL 4 ER MIA 11 .%_0•R•Ea 120652 MAP & PANEL NUMBET: 12086C0306 4�FIX L • • • SURVEYOR'S NOTES: • • • • . 1. ELEVATIONS WHEN SHOWN REFER •ri! 112t NATIONAL AE•JDE•,'r VERTIC•I• •,•Tilly (NGVD 1929). . • • 2. NO ATTEMPT WAS MADE TO LOGRTE F•OT•1GS/FOUNDATIONS, OR UNDERGRdiJ1D UTILITIES UNLESS OTHERWISE NOTED. • • • • • • • 3. THE LANDS SHOWN HEREON HVE NOT BEEN A ra•lE* IN REGARDS •/0 MATTERS OF INTEREST BY OTHER Pit TIES SL;CH AS EASEMENTS, RIGHTS•DF WAYS• RESERVATIONS, ETC. ONLY PLATTED EASFj.1ENTS ARE SHOV+ • • • • • • 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TT7 THE 1%RTY(IES)•WDICATEa! HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE. • i e 5. THE INTENT OF THIS SURVEY AS COMMUNICATED BY THE CERTIFIED P, RT1ES IS FOR REAL-ESTATE TRANSACTION OR MORTGAGE REFINANCING, THIS SUR t4Y IS NOT TO BE USED FOR ANY OTHER PURPOSE OR PARTY(IES) W IHOUT THE AUTHORIZATION OF THIS FIRM. 6. THIS SURVEY IS NOT INTENDED FOR NEITHER DESIGN NOR CONSTRUCTION PURPOSES, FOR THOSE PURPOSES, A TOPOGRAPHIC SURVEY MAY BE REQUIRED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WTHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. IMPROVEMENTS SHOWN HAVE BEEN MEASURED TO THE NEAREST 10TH OF A FOOT. TIES SHOWN HAVE BEEN MEASURED TO THE NEAREST 100TH OF A FOOT. ELEVATIONS WHEN SHOWN HAVE BEEN MEASURED TO NEAREST 100TH OF A FOOT ON HARD SURFACES AND NEAREST TENTH OF A FOOT FOR GROUND OR SOD SURFACES 9. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 7104. 10. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION PROVIDED BY CLIENT OR ITS REPRESENTATIVE. 11. FENCE OWNERSHIP NOT DETERMINED. 12. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN AND BASED ON PLAT, THE CENTERLINE OF NE 92ND STREET BEARS N 89'22'45" W. 13. TYPE OF SURVEY: BOUNDARY CERTIFIED TO: SYLVAIN FABER AND VICTORIA NEWTON-DUNN UPDATED SURVEY 05/23/2018 JOB# 180527250 REVISION(S): J SURVEYORS CERTIFICATE: tl HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND (')BELIEF AS RECENTLY SURVEYED AND DRAWN 'UNDER MY DIRECTION AND MEETS THE STANDARDS OF ACTICE SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN 0WAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATE E. AUTHENTIC COPIES OF THIS SURVEY SHALL BEAR THE ORIGINAL SIGNATURE AND RAISED SEAL OF THE ATTESTING REGISTERED SURVEYOR AND MAPPER SEAL & MAPPER 6220 DATE OF SURVEY : 04/11/2017 JOB J': 170425202 FILE #: C-18281 PROJECT NAME: SURVEYS 2017 CAD FILE(M): FABER PARTY CHIEF RAFAEL SHEET 1 OF 1