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FW-17-2494Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. FW -10-17-2494 Permit Type: Fence/Wall Work Classification: Wood Fence Permit Status: APPROVED Issue Date: 11/3/2017 Expiration: 05/02/2018 Parcel Number Applicant 444 NE 96 Street Miami Shores, FL 33138- 1132060140580 Block: Lot: ASHLEY JONES KEBRDLE Owner Information ASHLEY JONES KEBRDLE Address 444 NE 96 Street MIAMI SHORES FL 33138- 444 NE 96 Street MIAMI SHORES FL 33138- Contractor(s) CITCO CONSTRUCTION, INC Phone (305)642-5555 CeII Phone Phone (305)519-8260 Cell Valuation: Total Sq Feet: $ 9,900.00 175 Approved: Comments: Date Approved: : Date Denied: Type of Construction: Wood Fence Classification: Residential Additional Info: PERIMETER WOOD FENCE + GATE Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Wire & Wood Scanning Fee Technology Fee Amount $6.00 $2.63 $2.00 $2.00 $175.00 $9.00 $8.00 Total: $204.63 Pay Date Pay Type Invoice # FW -10-17-65404 11/03/2017 Credit Card $ 154.63 $ 50.00 10/19/2017 Check #: 4080 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Final Foundation Review Planning Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -nam ontracto o the wor stated. November 03, 2017 Authorized Signature: Owner / Applicant -T Co?itrctor / Agent Building Department Copy Date November 03, 2017 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION UILDING ❑ ELECTRIC ❑ ROOFING uJa9Z7 reNG8.. ❑PLUMBING ❑ MECHANICAL [II PUBLIC WORKS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 33 /.3& Folio/Parcel#: /1 za'" egf - d c'Se Is the Building Historically Designated: Yes NO Occupancy Type: 57/F Load: Construction Type: Flood Zone: BFE: FFE: f4' E c,T'1 FBC 20 I�� Master Permit No.�l C C( f Jv�_. 2 � Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS OWNER: Name (Fee Simple Titleholder): A'e52 Phone#: Address: J/gt/ N. . E(j Z. s' City: %iif�/ �lz J State:r6-Zip: :5-3 Tenant/Lessee Name: /(1/74 Phone#: 169, 6f7 t2a6' Email: CONTRACTOR: Company Name: Phone#: 3.0r5-1/12_, 5-5-53 Address: 7/7 Mie-,& ��,t�� ,[�QL4/q .g327 City: �D`2Q Cs�2�%�Ll� State: L- Zip: 3 3 33/' Qualifier Name: 5'etre-sr- 6L7 Phone#: State Certification or Registration #: C ' C 4:7Z / 7 DiC. Certificate of Competency #: DESIGNER: Architect/Engineer: Ay/A Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Type of Work: ❑ Addition Description of Work: I'/ DO , oD Square/Linear Footage of Work: ISS After-f'i"' ❑ New ❑ Repair/Replace n Demolition r/we-riz Gr>ooz� � � fr .4- OBJ 77rf, &r- , s�Z� -p((; Y Specify color of color thru tile: �/.- - Submittal Fee $ 50 FINADPermit Fee $ `'t S ' CCF $ CO/CC $ Scanning Fee $ 41 Radon Fee $ DBPR $ ' G23 Notary $ �— Technology Fee $ Training/Education Fee $ 2- Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N7id Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 99' tbitite OWNER or AGENT The foregoing instrumye was acknowledged before me this d day of a(961 -h) h , 20 /7 , by age46ag ,who is personally known to me or who has produced as identification and who did take an oa ABEL tillic",/6,4�ii Sch is o"n• �n r. � �•. °Ro cn• — Sign: r - qtr . �F 3af --. Print: �� /,�' �•�; 0�� y.•L oo`e Seal: 'iii%: STATEOF�� II11111111N NOTARY PUBLIC: Signature TRACTO acknowledged before me this , 20 /7 , by , who is personally known to me or who has produced as identification and who did take an oath. `��P�E�ACOSTq��i�i/,� �. tt,1SS101y . 0' :cp7��h 15. ?vc'%: d•4° °• — *�� Ilii �`\ NOTARY PUBLIC: Sign: Print: Seal: ***************************** *************************************************s*************************** itiys "(P(I7 APPROVED BY (Revised02/24/2014) I r Plans Examiner Structural Review Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 2 FICE OF THE PRAPPRAiSEF Summary Report Property Information Folio: 11-3206-014-0580 Property Address: 444 NE 96 ST Miami Shores, FL 33138-2734 Owner RICHARD SALVATORE KEBRDLE ASHLEY JONES KEBRDLE Mailing Address 444 NE 96 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 5/3 / 0 Floors 2 Living Units 1 Actual Area 4,185 Sq.Ft Living Area 4,053 Sq.Ft Adjusted Area 3,711 Sq.Ft Lot Size 14,300 Sq.Ft Year Built 1936 Assessment Information Year 2017 2016 2015 Land Value $429,139 $357,269 $342,686 Building Value $412,849 $258,286 $258,286 XF Value $57,851 $58,424 $37,472 Market Value $899,839 $673,979 $638,444 Assessed Value $743,434 $541,440 $537,677 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction Exemption Value $132,539 $100,767 Portability Assessment Reduction $156,405 $850,000 $693,434 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 2 PB 10-37 W1/2 OF LOT 4 & ALL OF LOT 5 & E1/2 OF LOT 6 BLK 53 • LOT SIZE 100 X 143 http://www.miamidade.gov/propertysearch/ Generated On : 10/19/2017 Taxable Value Information Previous Sale Price 20171 2016 2015 County $1,215,000 30120-0701 Exemption Value 07/13/2009 $50,000 $50,000 $50,000 Taxable Value $850,000 $693,434 $491,440 $487,677 School Board 22844-2689 Deeds that include more than one parcel Exemption Value $25,000 $25,000 $25,000 Taxable Value $718,434 $516,440 $512,677 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $693,434 $491,440 $487,677 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value a $693,434 $491,440 $487,677 Sales Information Previous Sale Price OR Book - PageQualification Description 06/17/2016 $1,215,000 30120-0701 Qual by exam of deed 07/13/2009 $700,000 26952-1062 Qual by exam of deed 05/01/2005 $850,000 23348-4479 Sales which are qualified 11/01/2004 $925,000 22844-2689 Deeds that include more than one parcel 10/19/2017 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 VIDAL, SERGIO CARLOS CITCO CONSTRUCTION, INC 717 PONCE DE LEON BLVD - STE 230 CORAL GABLES FL 33134 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Departments initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT_OF BUSINESS AND !' PROFESSIONAL -REGULATION CGCO24708 a 't ISSUED; '06/02/2016 :Int• CERTIFIED GENEEZA CON3-4 TRACTOR VIDAL; SERGIO;,CABLOS1 --=--. CITCO CONSTRUCTION: INC.41,_ "1r irk IS,CE*RTIFIED under the provisions of Ch.4B9 FS. -Ezpirat n date AUG 31, 2018 - - - L1606020001364 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER The.GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489"FS. -.Expiration date.-AUG'31r2018 VIDAL;•;SERGIO:CARLOS . - - - ''-"`�'`'; CITCO CONSTRUCTION;INC 7 P,ONCE;,DELEO,N.BLV`D..:.S:FE.230__- r--...>'--... C_ORA�L'.GA�BLES;;- r"FL 631`34- �- -- •:-- :' "�'"`- ISSUED: 06/02/2016 �DIth5E-A SAS : EQUI ED-BYCAVU -� om •+ �. re- ! r'' • 0 SEQ # 1.360662060`1364 001597 Local Business Tax Receipt Miami -Dade County, State_ of Florida -THIS IS NOT A BILL - DO NOT PAY 3558625 BUSINESS NAME/LOCATION CITCO CONSTRUCTION INC 717 PONCE DE LEON•BLVD 230 CORAL GABLES FL 33134 OWNER CITCO CONSTRUCTION INC Worker(s) 4 RECEIPT NO. RENEWAL 1067248 O LBT EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGCO24708 PAYMENT RECEIVED BY TAX COLLECTOR $45.00 07/14/2017 CHECK21-17-065084 This Local Businiss Tex Receipt only confirms payment of the Local Business Tax. The Receipt is net a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any govemmental or nongovernmental regulatory laws end requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sac Be -276. For more information. visit www.miamidade.aoi//t;t7ioll ktpr f PREPARED BY: Land Surveyors, Inc. www.exactaland.com Toll Free 866-735-1916 • F 866-744-2882 PROPERTY ADDRESS: 444 NE 96TH STREET MIAMI SHORES, FLORIDA 33138 FIELD WORK DATE: 5/24/2016 FL 1605.4002 BOUNDARY SURVEY MIAMI-DADE COUNTY e REVISION DATE(S): (REV.0 5/27/2016) OCT 1 9 2017 COP I hereby ce hereon d my dire and be of a s set fo Surveyo Florida A H C in O 10 N SURVEI'NWER: FL161)S.ta02 .••• • • • • • •••• • • • •. .. • . . NE 96Th STREET (8O'/� •'; ( 9 0'E 7 M / N B O 8 (� Q.° 6'Q8'.a 9�42�('.(M). rc�ocr ct� . _ 25.0' I/2" FIP NO ID /2 OF rOTG LOT. BLK 53 `� 34.9' :ALD • • • •. • • • •••. • • • • ••• • • • .• I Y8.80 (D) 5 89°5710' W 178.76' (M) Da Oa 2' ON 1 WE5T11/2 OF LOT 4 BLIB, REMI.INER OF OT 5 K 53 NOT NCLUDED) Al 0 O to N REMAINR OF LOT14 ELK 63 (NOT INCLUDED) 3' ON K this Boundary Survey of the y has been made under best of my knowledge d accurate representation e Standards of Practice oard of Professional hapter 5J-17 of the de. (5 Fences Good Side Out.°a`1e vertical and hor/si' supportin7 members of a fence shall f interior of the pica on which the fence is locateo and the finished side shall face the adjoining 40 0 20 40 • • • • • RONALD W. WALLING State of Florida Professional Surveyor and Mapper License No. 6473 GRAPHIC SCALE (In Feet) 1 inch = 40' ft. Use of This Survey for Purposes other than Intended, Without Written Verification, will be at the Users Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652, DATED 09/11/09. CLIENT NUMBER:16-04-1200 DATE: 5/27/2016 BUYER: RICHARD S. KEBRDLE AND ASHLEY JONES KEBRDLE SELLER: LEON TAIMAN AND LAURA TAIMAN CERTIFIED TO: RICHARD S. KEBRDLE AND ASHLEY JONES KEBRDLE; RODON LAW, PLLC.; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; CITIBANK, NA; ITS SUCCESSORS AND/OR ASSIGNS; AS THEIR INTERESTS MAY APPEAR POINTS OF INTEREST NONE VISIBLE Vidal m llRi This is page 1 of 2 and is not valid without all pages. Land SurveyorsInc. www.exactaland.com P.866-735 / -1916 • F.866-7442882 LBf 7337 11940 Fairway Lakes Drive, Suite 1• Ft. Myers, FL 33913 REPORT OF SURVEY FL1605.4002 LEGAL DESCRIPTION: THE WEST 1/2 OF LOT 4 AND ALL OF LOT 5 AND THE EAST 1/2 OF LOT 6, BLOCK 53, MIAMI SHORES SECTION 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. This is page 2 of 2 and is not valid without all pages. • ••• • • •••• JOB SPECIFIC SURVEYOR NOTES: •••• •••• THE ASSUMED BEARING REFERENCE OF NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST IS BASED OAI•THEIL61OUTHERLY RIGHT-OF-WAY LINE OF NE 96 STREET, LOCATED WITHIN MIAMI SHORES SECTION 2, ACCORDING TO THE PLAT THEREOF, 0,pgCORDEQ IN PEAT BOC1r' PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. • • GENERAL SURVEYOR NOTES: • • •• •• • • • •••• 1. The Legal Description used to perform this survey was supplied by others.This survey does not determine or imply ownership. • 2. This survey only shows improvements found above ground. Underground footings, utilities and encroachments are not located on this survey map. • • • 3. If there is a septic tank, or drain field shown on this survey, the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal deIitiir• . • probing rods, and visual above ground inspection only. No excavation was performed In order to determine the exact and accurate location. • • • • 4. This survey Is exclusively for the use of the parties to whom it is certified. • • • 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or ogees. • 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards, house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for Informational purposes only. Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a minimum a 'h'diameter, 18" iron rebar with a cap stamped LB#7337. 10. If you are reading this survey In an electronic format, the information contained on this document is only valid if this document is electronically signed as specified in Chapter 5J-17.062 (3) of the Florida Administrative Code and Florida Statute 472.025. The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor. If this document is in paper format, It Is not valid without the signature and original raised seal ofa Florida Licensed Surveyor. 11. Unless otherwise noted, an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 12. The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity.The symbols have been plotted at the center of the field location, and may not represent the actual shape or size of the feature. 13. Points of Interest (POI's) are selected above -ground Improvements which may be in conflict with boundary, building setback or easement lines, as defined by the parameters of this survey. There may be additional POl's which are not shown, not called -out as POrs, or which are otherwise unknown to the surveyor.These POI's may not represent all Items of interest to the viewer. 14. Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15. The information contained on this survey has been performed exclusively, and is the sole responsibility, of Exacta Surveyors. Additional logo or references to third party firms are for informational purposes only. 16. Pursuant to F.S. 558.0035, an individual employee or agent may not be held individually liable for negligence. 17. House measurements should not be used for new construction or planning. Measurements should be verified prior to such . tivi ••• • • •••• ••• • • • •• •••• • LEGEND: UNEfYPES: r wins mrelo+tx aOtml N UNE I STRUCR/1 e CENTERLINE CHAIN-uNK or WIRE FENCE EASEMENT EDGE OF WATER IRON PENCE OVERHEAD UNE5 SURVEY TIE UNE WALL OR PARTY WALL WOOD PENCE VINYL rINCC SURFACE TYPES: x u'am OfPFSMN loo. ASPHALT BRICK or 11)1 CONCRETE WATER I5..1 COVERED ::III, WOOD EZZ SYMBOLS: I wma owenx loom, BENCH MARK CENTERLINE CENTRAL ANGLE or DELTA COMMON OWNER5HIF CONTROL POINT CONCRETE MONUMENT CATCH BASIN ELEVATION ARE HYDRANT END OR SET MONUMENT GU1'WIRE OR ANCHOR MANHOLE TREE UTILITY OR UGHr POLE WELL f A •• 11111111 E- O SURVEYOR'S LEGEND NC AIR CONDDIONING B.R. BEARING REFERENCE B.C. BLOCK CORNER B.F.P. BACKFLOW PREVENTOR BLL. BLOCK BLDG. BUILDING em BENCHMARK B.R.L. BUILDING RESTRICTION UNE 054.47. BASEMENT BN/ BAY/BOX WINDOW (C) CALCULATED C CURVE CATV CABLE TV. RISER C.B. CONCRETE BLOCK CHIM. CHIMNEY C.L.F. CHAIN LINK FENCE C.O. CLEAN OUT CONC. CONCRETE COR. CORNER cow CONCRETE SIDEWALK C.V.G. CONCRETE VALLEY GUTTER CAL CENTER UNE GP COVERED PORCH CAB CONCRETE SLAB (D) DEED D.F. DRAIN FIELD DN/ DRIVEWAY ELEV. ELEVATION SNCL. ENCLOSURE ENT. ENTRANCE EM ELECTRIC METER E.O.P. EDGE OF PAVEMENT E.O.W. EDGE OF WATER CUB ELECTRIC UTILITY BOX (F) FIELD PCM IND. CONCRETE MONUMENT F/OH FOUND DRILL 1101E F.F. FINISHED FLOOR FIP FOUND IRON PIPE PIPE FOUND IRON PIPE t CAP FIR FOUND IRON ROD ARC FOUND 1RON ROD 4 CAP PN fOUND NAIL INN) FOUND NAIL 4 DISC END. FOUND FEIGN FOUND PARKER-KALON NAIL PPKNsD FOUND PK NAIL 4 DISK FRR5PK FOUND RAILROAD SPIKE GAR. GARAGE GM GAS METER ID. ILL. INST. INT. LBO LSO (M) M.B. M.E.S. M.P. N.R. N.T.S. O.C.S. O.G. Off OH. 0111 ON 0.RB. O.R.V. 0/A 05 (P) P.B. P.C. P.C.C. P.C.P. P2 PG. P.I. PLS PLT P.O.B. P.O.C. P.P. P.R.C. P.R.M. r5M W RGE. RES. RAV (5) 0.B.L S.C.L SCR. IDENTIFICATION ILLEGIBLE INSTRUMENT INTERSECTION LENGTH UCENSE 0 - BUSINESS LICENSE R - SURVEYOR MEASURED MAP BOOK MITERED END SECTION METAL FENCE NON RADIAL NOT TO SCALE ON CONCRETE SLAB ON GROUND OUTSIDE OF SUBJECT PARCEL OVERHANG OVERHEAD UNES INSIDE Or SUBJECT PARCEL OFFICIAL RECORD BOOK OFFICIAL RECORD VOWME OVERALL OFFSET RAT PLAT BOOK POINT OF CURVATURE row Or COMPOUND CURVATURE PERMANENT CONTROL POINT POOL EQUIPMENT PAGE POINT OF INTERSECTION PROFESSIONAL LAND SURVEYOR PLANTER POINT OF BEGINNING POINT OF COMMENCEMENT PINCHED RPE POINT OF REVERSE CURVATURE PERMANENT REFERENCE MONUMENT PROFESSIONAL SURVEYOR AND MAPPER PONT OP TANGENCY RADIUS or RADIAL RECORD RANGE RESIDENCE RIGHT OF WAY SURVEY SETBACK UNE SURVEY CLOSURE UNE SCREEN ie t he vertical and horizontal supporting membersofa fence shall face the interior of the plot on which the fence is located and the finished side shall face the adjoining lot or anySEC. SECTION ut GL of way. SAGO SET GL �_.. SIRC SET IRON ROD 4 CAP 5N4D SET NAIL 4 DISC SOFT. SQUARE FEET STY. STORY S.T.L SURVEY TIE UNE 5V SAV S.W. TEM TEL T.O.B. TNT. Tx M. U.R. WR: W? W.F. WM VM A.E. AN.E. C.M.E. C.U.E. D.E. ESM). I.EVE.1 1412.1. LA.E. LB.E. LE. LM.E. M.E. P.U.E. RO.E. S. W.1 SEWER VALVE SIDEWALK SEAWALL TEMPORARY BENCHMARK TELEPHONE PACIUTIES TOP Of BANK TOWNSHIP TRANSFORMER TYPICAL UTILITY RISER WITNESS CORNER WATER FILTER WOODEN FENCE WATER METERNALVE BOX WATER VALVE VINYL FENCE ACCESS EASEMENT ANCHOR EASEMENT CANAL MAINTENANCE E04.I7. COUNTY UTIUTY ESMT. DRAINAGE EASEMENT DRAINAGE NR) UTIUTY EASEMENT INGRESS/MIME/0 CWT. IRRIGAT.ON EASEMENT UMr1ED ACCESS ESMT. LANDSCAPE BUFFER ESMT. LANDSCAPE ESMT. LAKE OR LANDSCAPE MAINTENANCE EASEMENT MAINTENANCE EASEMENT PUBUC UTILITY EASEMENT ROOF OVERHANG E51.5T. BIDEWAIR EASEMENT 5.W.M.E. STORM WATER MANAGEMENT E5MT. T.U.E. TECHNOLOGICAL UTILITY E5MT. U.E. LJEUTY EASEMENT ELECTRONIC SIGNATURE: In complete accordance with Florida Statute 472.025 and Pursuant to the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668, if this document was received electronically via PDF, then It has been lawfully Electronically Signed. Therefore, this survey PDF, If authentic is completely official and insurable. In order to validate the'ElecaorAc 9gnature'of PDF surveys sent Na www.surveys'ars.rnm, you must use a hash calculator. A free hash calculator Is available for download at .soRn.dia.com'aey,ystem/File.Managemene/Hash{ekulatnr-k,0'1,Inml In order to validate the Electronic Signature of any survey PDF sent via wwwsurveystars.com: I. Download the Hash Calculator available at www.sofq.-a.mm/q ,yst.m/FIle-Maa emenC'Hash.Calrulav,..Kloll.shtml 2. Save the Survey PDF onto your computer from wwwsurveystars.com or from the email sent from wwwsurveystars.com. 3. Click the square Browse button In the upper right hand corner of the Hash Calculator to find and select the saved Survey PDF document and dick the COMPUTE button in the lower right hand corner of the Hash Calculator. 4. Compare the 40 digit string of characters In the SHA -1 line to the 40 digit SHA.1 characters for the survey in the Job He In wwwsurveystarscom which is also printed on the Invoice for that survey. 5.1f the 40 digit string of SHA -I characters are exactly the same on the Irnolce (or In the survey file at wwruMveystarscom) as they are In the Hash Calculator, then this PDF h authentic If the 40 dint string of characters does not match exactly, then this PDF has been tampered with and it is not authentic. PRINTING INSTRUCTIONS: 1. While viewing the survey in Adobe Reader, select the "Print" button under the "File" tab. 2. Select a printer with legal sized paper. 3. Under"Print Range", click select the "All" toggle. 4. Under the "Page Handling" section, select the number of copies that you would like to print. 5. Under the "Page Scaling" selection drop down menu, select "None." 6. Uncheck the "Auto Rotate and Center" checkbox. 7. Check the "Choose Paper size by PDF" chedcbox. 8. Click OK to print. TO PRINT IN BLACK + WHITE 1. In the main print screen, choose "Properties". 2. Choose "Quality" from the options. 3. Change from "Auto Color" or "Full Color" to "Gray Scale". OFFER VALID ONLY FOR: RICHARD S. KEBRDLE AND ASHLEY JONES KEBRDLE EEEEEEE = A 4 1 I I I I (UP TOE500) 25%off ANY FUTURE SURVEYING SERVICES ON THIS PROPERTY Oyer voted only fa foil pageik( the exceed $500 J I)CAC Exacta Land Surveyors, Inc. �f'J LB# 7337 www.exactaland.com P.866-735-1916 • F.866-744-2882 11940 Fairway Lakes Drive, Suite 1 • Ft. Myers, FL 33913 • • • '4 . 111; Fences Good Side ut. The vertical and horiz suppC7rting members of a fence shall face the interior of the plot on which the fence is located and the finished side lo., tor abutting ri h shallface the adjoining g_- O f -Way. Alf T I 5 Tk ii -721 ("' n 1, ROVIDE 1- 10' WIDE X 6' HIGH DOUBLE SWI GATE AT THE DRIVEWAY. 125.0' NO !D rice- 1/2 im L. ELK 53 in N 1 r6.80 (D) 9°57101 VV 175.7G' (M) 0.2' CN 2 STY. ..::.cam #4/1.4 0 z L.. DeY • 1 PROVIDE 1- 12' WIDE X 6' HIGH SLIDE GATE AT THE REAR (ALLEY). t_..)1 1,12 Of /_ 1 c �rr is (NOT I^•1CLUDED) I--n.3'CN �c ' / Fences Good Side Out. The vertical and horizontal supporting members of a fence shall face the interior of the plot on which the fence is located and the finished side shall face the adjoining lot or any abutting right-of-way. F,f [1 Shadow Box edicaLPlece Board on Board ate. Fence Good Side Out. The vertical and horizontal supporting members of a fence shall face the interior of the plot on which the fence is located and the finished side shall face the adjoining lot or any abutting right- of-way. Miami Shores [T illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 2204 Fax: (305) 756.8972 WOOD FENCE DETAIL Fences < = 6' high posts soaced at 4' Qn center maximums Fences < = 5' high posts spaced at 5' on center maximum (` 'r2' VVIAr" t. jL(:St." Fences < = 4' high posts spaced at 6' on center maximum Fence must not exceed 6' in height 4x4 pressure treated posts embedded 2' into concrete footing 10' diameter x 2' deep ALL wood must be pressure treated All fasteners must be corrosion resistant No less than two fasteners in any connectio Revised lOn4/2016AS lx pickets fastened with two corrosion resistant fasteners per connection 14)/..d: J -f 6-0Aiar. horizontal pressure treated wood members with two corrosion resistant fasteners per connection �y� • W//Coco: 't L.m- 1 7T14E x<F /f0E72 • Arm S are EXISITING CHAIN LINK Fay TO REMAIN (NO WORK) --.j( 1(--j NEW WOOD FENCE f0" HIGH (BOARD ON BOARD), POST SPACED AT 48" O.C. MAX. SEE CONSTRUCTION DETAIL #1 WITH 1- 12' SLIDE GATE AT THE REAR (ALLEY). ALL FENCE SHALL BE BUILT (GOOD SIDE OUT), FINISHED SIDE SHALL FACE THE ADJOINING LOT OR ABUTTING RIGHT- OF-WAY. --••---•-REPLACE EXISITING CHAIN LINK FENCE (DAMAGED) WITH A NEW 4' HIGH CHAIN LINK FENCE (GREEN VINYL), GATE SHALL BE 3' WIDE X 6' HIGH AND HAVE A SELF-CLOSING AND LATCHING DEVICES INSTALLED AT THE MINIMUM OF 54" ABOVE GROUND AS PER SECTION R4401.7 OF FBC REMOVE EXISITING CHAIN LINK FENCE (DAMAGED) - . NEW WOOD FENCE. 0" HIGH (BOARD ON BOARD), PROVIDE 6' DEEP X 8' WIDE FOR REQUIRED .•._GARBAGE AREA. SEE CONSTRUCTION DETAIL #1. ALL FENCE SHALL BE BUILT (GOOD SIDE OUT), FINISHED SIDE SHALL FACE THE ADJOINING LOT OR ABUTTING RIGHT-OF-WAY. 77445',L/ ,x2274 : a • • • •• • ••• •• ••• •• •• • • • •• • ••• •s • • •• • ••• •• • a • • • • •• • • *•� a. — ••••• .44 !•') c • •••• • •• • ••• • • • •4 • • • • •u+••• • • • c S • • • • • • SHEET: oe •