Loading...
PL-18-1156 (2) i 1 t t' Inspection Worksheet Miami Shores Village } 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-302996 Permit Number: PL-5-18-1156 ` Scheduled Inspection Date: June 11,2018 Permit Type: Plumbing - Residential Inspector: Hernandez,Rafael Inspection Type• Final Owner: JAYME, MICHELLE Work Classification:•Septic Job Address:230 NE.102 Street Miami Shores, FL 33138- Phone Number (305)756-9100 Parcel Number 1132060134750 Project: <NONE> t - Contractor: SOUTHERN SEPTIC CONTRACTORS INC Phone:-(305)598-8266, Building Department Comments REPLACEMENT OF SEPTIC TANK AND DRAIN FILED Infractio Passed Comments INSPECTOR COMMENTS True r 1 Inspector Comments Passed EL HRS APPROVAL ON FILE, i Failed ! C Correction a ' Needed Re-Inspection ❑ j Fee No Additional Inspections can be scheduled until +' re-inspection fee is paid. JA — June 08,2018 Inspectio : (305)7624949 Page 15 of 33 t { Permit NO. PL-6-18-11816 �st'O1s o,� Miami Shores Village ou tPermit?"ye:Plumbing-Residential Sri 10050 N.E.2nd Avenue NE I Work Classification:Septic Miami Shores,FL 33138-0000 "Perill Phone: (305)795-2204 Permit Status:APPROVED �CORIOp' issue Date:5/412018 Expiration: 10/31/2018 Project Address Parcel Number Applicant - 230 NE 102 Street 1132060134750 Miami Shores, FL 33138- Block: Lot: MICHELLE JAYME Owner Information Address Phone Cell MICHELLE JAYME 308 PINEWOOD Road (305)756-9100 GREENVILLE FL 27858- Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 SOUTHERN SEPTIC CONTRACTORS 1 (305)598-8266 Total Sq Feet: Type of Work:REPLACEMENT OF SEPTIC TANK AND DRAI Available Inspections: Type of Piping: Inspection Type: Additional Info:REPLACEMENT OF SEPTIC TANK AND DRAI HRS Approval Bond Return: Final Classification:Residential Scanning:3 Review Plumbing r Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Owners Bond $500.00 CCF Invoice# PL-5-1&67370 $1.20 05/04/2018 Credit Card $774.70 $50.00 DBPR Fee $4.50 DCA Fee $3.00 05/01/2018 Credit Card $50.00 $0.00 Education Surcharge $0.40 Bond#:3746 Notary Fee $5.00 Permit Fee $300.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $824.70 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 UMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS A FIDAV •r I certi that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zon 9• Futher ore,I authorize the above-named contractor to do the work stated. May 04, 2018 Aut o 'zed Si nature:Owner / Applicant / Contractor / Agent Date Buildin De ark Copy May 04, 2018 1 I Miami Shores Village #� � D Building Department AY o1s , 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ____ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201? � BUILDING Master Permit No. ?LIS 1M 6 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION. ❑EXTENSION ❑RENEWAL QPLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION [—] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 230 NE 102 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parrel#.11-3206-013-4750 Is the Building Historically Designated:Yes' NO X Occupancy Type: SFR Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):RONNIEGUILLEN`OR MICHELLE JAYME phone#:305-978-2069 Address:230 NE 102 STREET City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: NSA Phone#: Email: CONTRACTOR:Company Name: SOUTHERN SEPTIC AND LIFT STATION Phone#: 305-598-8266 ra'. Address: 21051 SW 234 STREET City. HOMESTEAD State: FL Zip: 33031 Qualifier Name: ROBERTO RODIGUEZ Phone#:,305-598-8266 State Certification or Registration#: SR0021421 Certificate of Competency#:-N/A ,DESIGNER:Architect/Engineer: NSA Phone#: Address: City: State: Zip: Value of Work for this Permit$ '2000• 10 9 Square/Linear Footage of Work Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: REPLACEMENT OF SEPTIC TANK AND DRAIN FIELD E Specify color of color thru tile: Submittal Fee$ U al Permit Fee$ 300' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Te�izhnglogy Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond♦$ TOTAL FEE NOW DUE$ (11 vised02/24/2014) 7Z�� . Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) 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..... l 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 i(OUR 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 Signature (#N ER or GENT CONT CTOR Twp far egging instrument was acknowledged before me this The foregoing instrument s ackn led before me this 31 day rofn �Y'� 201 � by 3U1_-'day of IN 20 It by U-I` '�1rn, ho is p ona y c to OVcC-t--fi who is personally known to me or who has produced as me or who has produced ydr j,Cl S as identification and who did take an oath. identification d who did take an oath. NOTARY PUBLIC: NOTARY P ELIC: o toll fill r�ri Sign: M �'� Sign: c�: d to= Print: 'n.�' „ 1i ���z— Print: ' Seal: ® ti o?"'= Seal: Uo�� ti.P nye P2ETO ''; CMYCJADY SSION#FF214031 � S3d� • .ga��� ,a EXPIRES:March 25,2019 DR��A.*.•• Bonded Thru Notary Public Underwriters t; 1 APPROVED BY (1` Jt' 2 1 6 Plans Examiner Zoning a Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA PERMIT #: 13-SM-1842116 i DEPARTMENT OF HEALTH APPLICATION #: AP1341127 ONSITE SEWAGE TREATMENT AND DISPOSAL DATE PAID: f SYSTEM � FEE PAID: CONSTRUCTION PERMIT RECEIPT #: 'Wa' DOCUMENT #: k1104316 CONSTRUCTION PERMIT FOR: OSTDS Repair APPLICANT: MICHELLE JAYME PROPERTY ADDRESS: 230 NE 102 St Miami, FL 33138 LOT: 8-9 BLOCK: 35 SUBDIVISION: r PROPERTY ID #: 11-3206-013-4750 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] t SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S. , AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ) GALLONS / GPD NEW SEPTIC TANK TO INSTALL CAPACITY A [ 0 ] GALLONS / GPD CAPACITY N [ 0 ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY ( ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 300 ] SQUARE FEET NEW D.F BED CONFIGUR SYSTEM R [ 0 ] SQUARE FEET SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND ( ] I CONFIGURATION: [ ] TRENCH [X] BED [ ] N F LOCATION OF BENCHMARK: 10.33' NGVD NE 102nd St I ELEVATION OF PROPOSED SYSTEM SITE [ 0.36 ] [ INCHES FT ] [ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 42.36 ] [ INCHES FT ] [ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ 0.00 ] INCHES EXCAVATION REQUIRED: [ 54.00 ] INCHES 0 1.-Install a 900 gal. septic tank with an approved filter. 2.-The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance T with s.64E-6.013(3)(f)FAC. H 3.-Install 300 sf.of drainfield in ...BED... configuration. ,E 4.-Install 12"of slightly limited soil at the bottom of the drainfield. 5.-Invert elevation and Bottom of drainfield to be no less than 7.30'& 6.80' NGVD respectively. R (Comments Continued on Page 2.) ,SPECIFICATIONS BY: / TITLE: t APPROVED BY: • TITLE: Engineering Specialist II Dade CHD Fr; S DATE ISSUED: 04/26/20 EXPIRATION DATE: 07/25/2018 DH 4016, 08/09 -4% 8/09 (Obsoletes all previous itions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1341.127 SE1074682 h { DOCUMENT #: PR1104316 The system is sized for 3 bedrooms with a maximum occupancy of 6 persons(2 per bedroom),for a total estimated flow of 300 gpd. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(f), FAC. Required drainfield area based on rule 64E-6.015(6)(c)2. Install a new drainfield to achieve Drainfield size requirement. R e 1 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. G Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. a i I t STATE OF FLORIDA APPLICATION # AP1341127 DEPARTMENT OF HEALTH PERMIT # 13-SM-1842116 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1074682 , SITE EVALUATION AND SYSTEM SPECIFICATION VW^lk APPLICANT: MICHELLE JAYME CONTRACTOR / AGENT: SOUTHERN LOT: 8-9 BLOCK: 35 SUBDIVISION: ID#: 11-3206-013-4750 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.26 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ I RESIDENCE OTHER-TABLE OTHER-TABLE 2 ] AUTHORIZED SEWAGE FLOW: 650.02 GALLONS PER DAY [ 1500 GPD/ACRE OR r 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 450.00 SQFT UNOBSTRUCTED AREA REQUIRED: 450.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: 10.33'NGVD NE 102nd St ELEVATION OF PROPOSED SYSTEM SITE 0.36 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: N/A FT DITCHES/SWALES: N/A FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON-POTABLE: N/A FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 50 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT [ MSL / NGVD ] SITE ELEVATION: 10.30 FTI [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES: Urban land USDA SOIL SERIES: Munsell#/Color Texture Depth Munsell#/Color Texture Depth 10YR 4/1 Loamy Sand 0 To 36 10YR 4/1 Loamy Sand 0 To 36 10YR 8/3 Oolitic Limestone 36 To 36 10YR 8/3 Oolitic Limestone 36 To 36 OBSERVED WATER'TABLE: 77.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 76 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Replacement 3-FS/0.60 DEPTH OF EXCAVATION: 54 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [XI BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA SITE EVALUATED BY: DATE: 04/25/2018 Rodriguez,Roberto(Title:)(Southern Septic Contractors,Inc.) DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 AP1341127 EID1842116 v 1.0.2 .i APPLICATION # AP1341127 c0 STATE OF FLORIDA V- PERMIT # 13-SM-1842116 N DEPARTMENT OF HEALTH I- T RE416319#DOC ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM 00 EXISTING SYSTEM AND SYSTEM REPAIR EVALUATION A APPLICANT: MICHELLE JAYME CONTRACTOR / AGENT: SOUTHERN LOT: 8-9 BLOCK: 35 SUBDIVISION: ID#: 11-3206-013-4750 TO BE COMPLETED BY A FLORIDA REGISTERED ENGINEER, DEPARTMENT EMPLOYEE, SEPTIC TANK CONTRACTOR OR OTHEF CERTIFIED PERSON. SIGN AND SEAL ALL SUBMITTED DOCUMENTS. COMPLETE ALL APPLICABLE ITEMS. COMPLETE TAMP CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT BE CERTIFIED. EXISTING TANK INFORMATION ( 900 ] GALLONS Septic Tank LEGEND:Unknown MATERIAL:Concrete BAFFLED: [ y [, ] GALLONS LEGEND: MATERIAL: BAFFLED: [ y / N ] [ ] GALLONS GREASE INTERCEPTOR LEGEND: MATERIAL: [, ] GALLONS DOSING TANK LEGEND: MATERIAL: # PUMPS: [ ] I CERTIFY THAT THE ABOVE NOTED TANKS WERE PUMPED ON 04/25/2018 BY Fix Plumbing Corp HAVE THE VOLUMES SPECIFIED AS DETERMINED BY DIMENSIONS FILLING / LEGEND ], ARE FREE OF OBSERVABLE DEFECTS OR LEAKS AND HAVE A [ SOLIDS DEFLECTION DEVICE / OUTLET FILTER DEVICE ] INSTALLED. Roberto Rodriguez(Southern Septic Contractors, Inc 04/25/2018 SIGNATURE OF LICENSED CONTRACTOR BUSINESS NAME DATE EXISTING DRAINFIELD INFORMATION ( 300 ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: 15.00 X 20.00 [ ] SQUARE FEET SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: X TYPE OF SYSTEM: [X] STANDARD [ ] FILLED [ ] MOUND [ ] CONFIGURATION: [ ] TRENCH [X] BED ( ] DESIGN: [X] HEADER [ ] D-BOX [X] GRAVITY SYSTEM [ ] DOSED SYSTEM ELEVATION OF BOTTOM OF DRAINFIELD IN RELATION TO EXISTING GRADE 42,00 INCHES [ ABOVE SYSTEM FAILURE AND REPAIR INFORMATION [ 01/01/1937 ] SYSTEM INSTALLATION DATE TYPE OF WASTE [X] DOMESTIC [ ] COMMERCIAL [ ] GPD ESTIMATED SEWAGE FLOW BASED ON [ ] METERED WATER [ X] TABLE 1, 64E-6, FAC SITE [ ] DRAINAGE STRUCTURES [ ] POOL [ ] PATIO / DECK [ ] PARKING CONDITIONS: [ ] SLOPING PROPERTY ( ] NATURE OF [ ] HYDRAULIC OVERLOAD [ ] SOILS [ ] MAINTENANCE [X] SYSTEM DAMAGE FAILURE: [ ] DRAINAGE / RUN OFF [X ] ROOTS [ ] WATER TABLE [ ] FAILURE [ ] SEWAGE ON GROUND [X ] TANK [ ] D-BOX / HEADER [X] DRAINFIELD SYMPTOM: [ ] PLUMBING BACKUP [ ] SUBMITTED BY: TITLE/LICENSE DATE:04/25/2018 Roberto Rodriguez(Southern Septic C DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 4 of 4 V 1.0.0 AP1341127 EID1842116 Page .l of 2 his property described as : 0 �Olz0 Lots S and 9 , Block 35 , AN AMENDED PLAT OF MIAMIVJ � _rl oS oSHORES SECTION N0. 1, 10 � according to the Plat tI , _q $ �;^ Lu thereof , as recorded in 12 •` _, 35 Plat Book 10 , Page 70 N I of. the Public Records of Miami-Dade County, Florida. W , j q a �; 16 17`: z n O rl lOEsr 5j" ui m l.fcc- 111=W©� z 3 co a 3 u. .� 14 x/ z `2 / i \ I!q F Q �1 yIS / uJ /L ©+ =' �t+'f) s Co•vc 0 4.4 il o.. N of 'k 4 X A.` 9�4 goy ylS � 7(9- spy IVl r O � t� ' l'{I • Go7+x1 \ .. . '31 r' 4� �l�•80• �z� �'j 3 ."' Gil/�j-�E�l��✓ ° � �` �� � � �;Ali� pCl 40 15 611 n) ���a o., � Ole, to wa .......... PROPERTY Or ..... Ko.!jj.e'.Guillen and A1ie.helLe,.;Ja:.m _........._- E Not valid unless embossed A BOUNDARY ' SURVEY M ikk Wp� and 61R i�MTYI C. with Surveyor's Sei 1, I hereby certify that the survey repre. sented hereon meets the minimum ENGINEERS,- LAND SURVEYORS - LAND PLANNERS technical_standards set forth by the FRANCISCO F. FAJARDO #47674 Section 472.027,Fla.Statutes.There arere Board Land Surveyors pursuant Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 noeJ�cr' nts/(Nerlaps,easements aPpe The�PYat o er than as s o n r Fla. Reg. Land Surveyor No. �` DATE SCALE ( Dr Y DRWG. NO AGr�NUlf t:aL 'F 7 24-�� !"=20 L,G(�, 191-7434 3-1-10 Recertified, Certified To and Name Revised. Y7 7 218055 ------------- 1 � A _ami ILLL :777, •; ShoreV�IIa RECEIVED y :r� APPROVED BY DATE ZONING DEPT + y y2 51 DG DEPT /C� 57 !�" �s "' ^ -3I IRJECT TO C'OMPLIANC�W FH ALL FEDERAL I iTy RUi Cc; ^AD PEGUL 4T'(-)NS I I Hage 2 of 2 ' r �t.9�,_.QL�_t.ILY_f:yAf2lzCCY1�IQCLS A Arc Distance A/C Air Conditioning Pad 'BCR Broward County Records BLDG Building 11. Radius (C) Calculeled CB Catch Basin CBS Concrete Block Structure. CII Chord Dn Niece RAD Radial CL Clear C/L Center Line CONC Concrete DE Ihmmnge'liasemnnl R/WMR111 of Way ENC Entroachmenl ETP Electric Transformer;Pad FD Found FH Fire Hydrant SEC Section FIP Found Iron Pipe FIR Found Iron Rod NGVD National Geodetic (M) Measured SCR Screened . Vertical Datum OH Overhang ORB Official Records Books OUL Overhead Utility Lines P Plat SIP Set Iron Pipe PB Plat Book PC Point of Curvature PCC Point of Compound Curve PO Page SWK Sidewalk 'P/L Property Line POB Point of Beginning POC Point of Commencement PRC Point of Reverse UE Utility Curvature Easement VF Utility Pole WM Water Meter A Central Angle PT Point of Tangency WM WAlnr Main, I IenR(Int LME LAke Maml.Easement' AE Anchor Cnsemmnl 0/5 Ullxel , NOteS - a) All Clearances and/or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. b) The issue of this survey is only for the exclusive and specific use of those persons, parties or institutions shown in the certification. Any other intended use will require written approval from the certifying surveyor or firm. c) Code restrictions and title search are not reflected on this survey. d) Underground utilities and encroachimehts, If any, not located. e) The flood information shown hereon does not imply that the referenced property will or will not be free.from flooding or damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that' results from reliance on said information. Q The lands•.depicted hereon were sarveyed per the legal description and no claims as to ownership or matters of title are made or implied. g) This survey is not to be relied upon for'construction, FLOOD ZONE x FLOOD? INFORMATION •0•• 0.04111:4, Community4,4, • 0 0 4,0 at Number: 12.0652 t. 000000 4,4, .. 0000*0 Panel Number/gip: 12086CO30� • Suffix: L ...... � F:!.P..M. Index Date: 9--11-09 Base Elevation: Not Available ...... ..:..' Bearings, if any shown based on - •0.00• • (reference) • e e CERTIFIED TO• 4110 0 0 • De La Cruz & Cutler, LLP, Old Republic National .Title Insurance Company, .Ronnie Guillen and Michelle Jayme; ..First Equity Mortgage Bankers, ,Int..;: Its successors and/or.assigns, as their interest may appear.. Ronnie Guillen and PaoMMYOF: Michelle Jayne, 230 N.E. 102nd Street, Miami Shores, Florida 33133 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED-SEAL OF FLORIDA A BO(�AIDApY.. SURVEY 1 F� �+ p LICENSED SURYtiYOn AND MAPPER. �Y I"the LANNES AND GARCIA, INC. I herby certify that The survey represented hereon meets the minimum technical standards set forth by the Board or Lend L.B. #20 8 SurvsyorK In chapter61017.6 Florida Administrative.Code pursuant tD s.GllDn Surveyors-Mappers-Land.Planners 472.027 Fla.Statutes, There are no encroach menti, overlaps, easements appearing on the Plat,other than as Shown hereto FRANCYSCOO— FAJARDO' #4167 Office Address: 359 AlcazarAve,Coral Gables,FL 33134 ` (305)666-7909 (954)523-8663 FIELD DATE SCALE DRAWN BY DRAWING NO FL.PROF.SURVEYOR AND MAPPER NO. ,4t 7_ / 3—Q/...2(;`,� 2180 55 ,10055 G }