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FW-13-460Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 186930 Permit Number: FW- 3- 13-460 Scheduled Inspection Date: April 29, 2013 Inspector: Bruhn, Norman Permit Type: Fence/Wall Inspection Type: Final Owner: MARTINEZ, AURELIO PEDRO Work Classification: Iron/Ornamental Job Address: 999 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: ABBA FENCES CORP Phone Number (305)807 -2929 Parcel Number 1132060350010 Building Department Comments INSTALL 88' ALUMINUM PICKET FENCE 42" HIGH NO GATES 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. April 26, 2013 For Inspections please call: (305)762 -4949 Page 19 of 50 PERMIT # CONTRACTOR: CONT fit! C)211° SUBMITTAL DATE: /6 l'A ADDRESS: qg A i 94-C1 NAME: Oniffifko, RESUBMITAL DATES: iLV110 PROJEC TYPE: } ZON / FIRE ,_,/ STRUCTURAL IMPACT FEES ELECTRICAL HRSIDERM PLUMBING NOC MECHANICAL BL° MIS IS NOT A 101-1- -00 NOT PAY Rempr No. 30-6193916 CC NO : 06 1501 BUSINESS NAmE toaknoN ABBA FENCES CORP 328N 106 CT OWNER .1,-.ABBA FENCES COR SEE ; oF RECEIPT :FOR NON-PARTICRPATI NG MUNICIPAL nits - YO0 IXMITRAaroFt D HEREON. workisftbe 2012 5001 000/73.00 ABBA FENCES CORP CARLOS GRECO PRES 12320 NW 106 CT MIAMI FL 33178 CTQB t €T Qualifying # ° USINESS CERTIFICATE T GY 068S01 501 BA - . OS ANTO AC RC7► CERTIFICATE OF LIABILITY INSURANCE w DATEd (MMIDDIYYYYI 04104(13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(lea) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Insurance Marketing Network 1348 Old Dixie Highway Homestead, FL 33030 Phone (305)248 -5000 Fax (305)248 -1000 CONTACT Gary Lann NAME: 248.1000 PH' e. ., ). (305)248 -5000 Mao (305 ':] -;:. glann@inamarketIngnet.com INSURER/S) AFFORDING COVERAGE NAIL 5 (NSyRERA' GRANADA INSURANCE COMPANY GENERAL LIABILITY © COMMERCIAL GENERAL LIABILITY ❑ 12 CLAIMS-MADE © OCCUR Im INSURED Abbe Fences Corp and Carlos Greco 12320 SW 108th Court Miami, FL 33178- 305 I SURER a : Progressive $ 5,000.00 INSURERC: FOB & I Fund $ 1,000,000.00 INSURER D: GENERAL AGGREGATE INSURER E • GEN'L AGGREGATE LIMIT APPLIES PER • POLICY © Ni. • LOC INSURER F : $ 1,000,000.00 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERE N IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDrfIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR !�_ A TYPE OF ADDLSUBR INSR 4WD POLICY NUMBER 0185FL00031179 POLICY EFF 1MANDDIYYYYi 11/09/2012 POWQ1jEXP 1MM/DE 4 % 11/09/2013 LIMITS EACH OCCURRENCE $ 1,000,000,00 100,000.00 GENERAL LIABILITY © COMMERCIAL GENERAL LIABILITY ❑ 12 CLAIMS-MADE © OCCUR Im DAMAGE TO RENTED MED EXP (Any one person) $ 5,000.00 PERSONAL &ADVINJURY $ 1,000,000.00 III GENERAL AGGREGATE $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER • POLICY © Ni. • LOC PRODUCTS - COMPIOP AGO $ 1,000,000.00 $ B AUTOMOBILE LIABILITY [j ❑ AUTOS ED © AUTOS 04379480 10/04/2012 10/04/2013 CCEOMBBIINED SINGLE LIMIT $ BODILY BODILYINJURY(Perperson) $ 10,000.00 BODILY INJURY (Per accident) 3 20,000.00 Mi HIRED AUTOS ❑ wHED ❑ ❑ PROPERTY AMAGE accIderai 8 10,000.00 $ ❑ UMBRELLA LIAB ❑ OCCUR • EXCESS LIAR ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED 0 RETENTIONS $ C WORKERS COMPENSA11oN AND EMPLOYERS' LIABILITY Y/ N ANY PROPRIETORIPARTNER/EXECUTIVE NIA 108.48487 12/05/2012 12/05/2013 © WC S1 AT TS 1I—I -1 OT ER E.L. EACH ACCIDENT $ 100,000.00 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ 100,000.00 Eyes describe under DESCRIPTION OF OPERATIONS below E.I.. DISEASE - POLICY LIMIT i' DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (Attach ACORD1e1, Additional Remarks Schedule, If more space Is required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd ave Miami Shores Florida 33138 i fax 305 - 795 -2204 SHOULD ANY OF THE ABOVE DESCRIBED POLI THE EXPIRATION DATE THEREOF, NOTICE WI ACCORDANCE WITH THE POLICY PROVISIO AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) OF S BE BE D CELLED BEFORE IVERED IN ®1988-2010 AC RD° CORPORATION. All rights reserved. The ACORD na = and logo are registered marks of ACORD 31 I —CAW BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING JOB ADDRESS: Q1411411 N Ci 4 5T City: Folio/Parcel #: I t '—' 321::36-03S—<-30 '® Is the Building Historically Designated: Yes NO Flood Zone: IketD 1 Me-11 Phone #: 3iO 1- a`'') I OWNER: Name (Fee Simple Titleholder) @ �@ Address: qq49) e c)zi S' City: 1 t At It S U ©i 0 State: FL Zip: Tenant/Lessee Name: Phone #: ( � $ o1 2g29 Email: Permit No. Master Permit No. ROOFING Miami Shores County: Miami Dade Zip: 33 13 1 CONTRACTOR: Company Name: F$ Opt Phone# 03-s164. Address: 1(2 33ZO Iv w O C City: FI State: L Qualifier Name: CALIA2S State Certification or Registration #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: zi : 3 I'7 on Pima: (3,3 s 303 -SI 64 Certificate of Competency #: Jr 0 150 A0611- F60 Ce-S F-Fo71 -IAi L. cvi"7 �--- Phone #: Value of Work for this Permit: $ 4. O Square/Linear Footage of Work: Type of Work: DAddition OAlteration UNew ORepair eplace pDemolition Description of Wo k: STALL 1S 15 id l rio7r4o 44,1 ® hi AJC7 Color thru tile: Submittal Fee $ Permit Fee $ d c Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF$ CO /CC$ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ iS Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AN'r'IJAVIT: 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 b .. sved a reinspec 'on fee will be charged. Signature Owner or Agent f r ontractor k The fore l oin '. strument was ac owled ed foie me V's t" The foregoing ins ment was acknowle�dg�edd before me this day of mil, ' , 20 12; by �.Q�o do 1 mkt) e2 day of ,. , 2 by tOJ 6�1� Q, who is personally knch tome or who has produced who is personally As identif: i d w did take an oath. as identifica o d who did take an oath. wn to me or who has produced NOTARY PUBLIC: Sign: Print: : 1,,, °,p hi * -c- My Commission Expires: APPROVED BY /i'T/ "j 1-74)6.e9 .e9 Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) alez 3197 2013 Sign: Print: My Commission * * * * * * * ** Zoning Clerk Project Files \ 2010- MPS1600 Fences \00 -MPS10 -601 Welded Aluminum Fence At- Grade\00 -MPS10 -601- Welded At -Grade Alum Fence (2010 FBC).dwg 9 03/27/2012 - 10:34am WELDED ALUMINUM FENCE AT GRADE (NON - STRUCTURAL, DECORATIVE BARRIER, TYPICAL INSTALLATION (GROUND LEVEL ONLY) (HVHZ ONLY) 4 o 4 4 a4 4 4 4 /-TOP RAIL, TYP. PICKETS MAY RUN THRU OR STOP AT INTERMEDIATE RAIL ( < 4" OPEN GAP) SEE TABLE FOR POST SPACING REQUIREMENTS 3 7/8" MAX.* SPACED TO REJECT A 4" SPHERE INTERMEDIATE RAIL, TYP. *. 0 4 e d H a BOTTOM RAIL, TYP. 1 TYP. FENCE LAYOUT 1 LAYOUT (MULTIPLE OPTIONS SHOWN) N.T.S. ELEVATION VIEW TOP /INTERMEDIATE RAIL WALL MOUNT OPTION 2 7/8" 4 —1 EXISTING 3KSI CONCRETE HOST STRUCTURE (VERIFIED BY OTHERS) e I (1 0 0 2 1/4" I- kea (2) #12 x 3/4" SMS PER CUP, TYP. SPACED TO REJECT _ A 2" SPHERE* 3 "0 CORE DRILL, 3" DEEP INTO EXISTING 3 KSI CONCRETE, AND 6" MIN. EDGE DISTANCE FROM CENTER OF POST TO ANY CONCRETE FACE FILLED WITH HIGH STRENGTH, NON - SHRINK, IRON FREE, NON - REACTIVE (4KSI MIN. ) GROUT, TYP. (2) 1/4 "O ITW SS TAPCONS PER CLIP SPACED 2" O.C. W/ 1%4" EMBED INTO 3KSI CONCRETE AND 21/2" EDGE. DISTANCE FROM ANY CONCRETE FACE, TYP: (2) #12 x %4" SMS PER CLIP, TYP. POST FOOTER TABLE (DIA. x DEPTH): POST HEIGHT POST SPACING 4' -0" 4' -6" 5' -6" 48" 12 "x25" 12 "x26" 12 "x28" 60 "_. 12 "x28" 15 "x27" 18 "x27" 72" 18 "x27" j� EXISTING 3KSI CONCRETE HOST STRUCTURE (VERIFIED BY OTHERS) NOT APPLICABLE (2) WO ITW SS TAPCONS PER CLIP SPACED 2" O.C. W/ 13/4" EMBED INTO 3KSI CONCRETE AND 23'2" EDGE DISTANCE FROM ANY CONCRETE FACE, TYP. BOTTOM RAIL WALL MOUNT OPTION 2x2x1/8" 6063 -T6 ALUMINUM ANGLE (2) #12 x 3 /a' SMS PER CLIP, TYP. ALT. TOP AND BOTTOM WALL MOUNT OPTION WALL MOUNT DETAIL N.T.S. SECTION VIEW DECORATIVE TOPS (SHAPE MAY VARY) POST, TYP. PICKET, TYP. [ALL WELDED CONSTRUCTION * WHEN USED FOR POOL APPLICATIONS 3 KSI CONCRETE FOOTER IN WELL COMPACTED SOIL, TYP. i /J \ \,i' co /,// TYP / %% \ <\ SEE FOOTER TABLE POOL GATE (SEE SEPARATE ENGINEERING) POST TOP CAP PICKETS BOTTOM CHANNEL EXISTING STRUCTURE POOL APPLICATION DETAIL N.T.S. PLAN VIEW FENCE EXTRUSIONS 6061 -T6 MINIMUM. EXTRUSION TOLERANCES TO BE PER INDUSTRY STANDARDS DRAWING VALID ONLY WITH ORIGINAL SIGNATURE AND RAISED SEAL. VALID FOR 500FT OF FENCING AT (1) LOCATION PER SEALED DRAWING 3.000 2.625 25/8 "X11/2" DIXIE CAP 0.090 }- -2.000 1 "x2" CHANNEL 0 0 0 N 1 1-1..0004 •-0.125 1 'x2 "x1/8" INTERMEDIATE RAIL 3 DIAMETER ALUMI CAP OPTION 0 0 0 0.125 2.000 1 "x2" CHANNEL 0 0 0 25/8"X11/2" OUTSIDE M SLEEVE •- 0.125 2 "x2 "X1/8" POST _1 40.7501- .062" MIN. 0 U 3/4" PICKET •-1.000 -T 0 0 0 1' PICKET OPTION .062" MIN. FRANK L. BENNARDO, P.E, # PE0046549 VAUD FOR ( 1 ) JOB(s) ONLY YALE ONLY WTH RAISED ENGINEER SEAL tO N od' mE 0 jU-N U > w 8 W tm a) w 0 N M 0 w w 0- GENERAL NOTES 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. 2. DESIGN BASED ON ASCE 7 -10 USING Vue 115MPH / Vaw=90MPH (3 SEC GUST, UP TO 6' -0" WITHIN HVHZ), EXPOSURE 'D', RISK CATEGORY I, USING THE 'OPEN SIGN METHOD'. 70% OPEN USED IN CALCULATIONS. 3. THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED TO DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE IS NOT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL RAILINGS. 4. ALL FASTENERS TO BE #12 X 3/4" OR GREATER 2024 -T4, 18 -8 SERIES 300 NON- MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, SPECIFICATIONS FOR ALUM. STRUCTURES - SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE FEDERAL,STATE, AND LOCAL CODES. 5. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063 -T6 OR BETTER, U.N.O. 6. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM 1.5X THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON -FREE, NON - SHRINK AND NON - REACTIVE. 7. SURROUNDING SOIL TO BE COMPACTED TO 98% OPTIMUM DENSITY, 2500 PSF MIN AND SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO CONSTRUCTION PER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY. 8. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND 2.SxDIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE. 9. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH 2010 FBC SECTION 2003.8.1.4 WITH WELD FILLER ALLOYS MEETING ANSI /AWS A5.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM bESIGN MANUAL PART I -A, TABLE 7.3.1. ALL ALUMINUM CONSTRUCTION SHALL BE IN CONFORMANCE WFfH THE TOLERANCES, QUALITY AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2 AND THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE- ALUMINUM (D1.2). MINIMUM WELD IS I/8" THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS 11. PER FBC 424.2.17.1.8: POOL ACCESS GATES WHEN PROVIDED SHALL COMPLY WITH FBC 424.2 AND MUST BE AT LEAST 48" ABOVE GRADE & EQUIPPED WITH'A SELF CLOSING, SELF LATCHING LOCKING DEVICE NOT LESS THAN 54" FROM BOT OF GATE GATE MUST OPEN OUTWARD AWAY FROM POOL & MUST HAVE NO OPENING >1/2" WITHIN 18" OF RELEASE MECHANISM. 12. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 13. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 14. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR - SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. N 0 2 w Wa' w z 8 �® shm COPYRIGHT FRANK L BENNARDO P.8. 00 -MPS10 -601 SCALE: 101 PAGE DESCRIPTION: OF 1 0' F.I.P. %2` NO ID. ON/PL N Q'` k T LIMITS S89 °16'45 "E WOOD FENCE 148.50' (R F.tp. z• NO D. 30.00' ON/PL W. U.P. •O V INS 03 55.00' TOTiAL R /W. OUL-' JItQ. W/M O OUND: NAIL 30" NOIt/. v ti -- P>z Tact,- r; o NO ID. MAO NAIL e�j �d�9�STba ��O/GS drA C1 BY R= 25.00' 21' STREET ' '''7PFOV7 -.D 4o4a� " PT 7 ,T ;U3JECT TO COMPLIANCE WITH ALL FEnrPA.I Tr AND CQIJI,ITY MILES ANf1 Rrn CERTIFIED TO: AUREUO P. MARTINEZ_ \ FLOOD ZONE :'X ! 1 MAP & PAN I 208600306 -i COMMUNITY`'No 120652 rt L= 16.09' ( ° 4=36°5211" ,/ T =8.33' ` -H =15.81 ` (R&M) CHB=S70 °50'41 "E C2 R= 25.00' L= 16.40' 4= 37 °35 '26" T=8.51' CH= 16.11' (R &M) CHB =N71 °12 '21 "W C3 R= 25.00' L= 39.58' A =90 °43'15" T= 25.32' CH= 35.58' (R) 35.61' (M) CHB=S45 °21 '37 "E O �FQUND' lG NAIL NO ID. 'J LOCATION SKETCH NOT TO SCALE PLAT OF GOVERNMENT LOT 4 OF SEG71ON, at 6-53 -4 JNIAMI -DADE COUNTY .4 s .94t5 2.4 • a i 14 a -• e °1/4k as i -CH. /IH.cH' 'F t ' 1 4I • LEGAL DESCRIPTION: LOT 1, "MAGEE & HAWKINS SUBDIVISION ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 5, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. SURVEYOR'S NOTES: 1) NOT VALID UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYOR'S SEAL 2) LEGAL DESCRIPTION PROVIDED BY OTHERS 3) PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD. 4) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. 5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPROVEMENTS, IF ANY, WERE NOT LOCATED. 6) ELEVATIONS, IF SHOWY ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE 9) WALL MEASUREMENTS ARE TO/FROM FACE OF WALL. 10) DRAWING DISTANCE BETWEEN WALLS AND /OR FENCES AND PROPERTY LINES MAYBE EXAGGERATED FOR CLARITY. ` 11) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INFORMATION RATE MAPS 12) BEARINGS IF ANY SHOWN ARE BASED ON ASSUMED PLAT MERIDIAN AT: WESTERLY RIGHT OF WAY OF N.E 10th AVENUE (SOUTH) LEGEND L ARC LENGTH A/C AIR CONDITIONER AVE AVENUE BLVD. BOULEVARD BM BENCHMARK C.B. CATCH BASIN CBS CONCRETE BLOCK STRUCTURE ' CHB CHORD BEARING CH CHORD DISTANCE COR CORNER CT COURT • CENTERLINE CL. CLEAR CONC. CONCRETE C.O. CLEAN OUT E.B. ELECTRIC BOX ELEV. ELEVATION ENCR ENCROACHMENT ERP. ELEVATION REFERENCE POINT F.F. FINISH FLOOR F.H. FIRE HYDRANT PSM PROFESSIONAL SURVEYOR AND MAPPER WV. WATER VALVE LC.V. IRRIGATION CONTROL VALVE PL PROPERTYUNE W.U.P. WOOD UTILITY POLE LP. IRON PIPE P.O.B. POINTOFBEGINNING (L) LEGAL FPL FLORIDA POWER& LIGHT P.O.C. POINTOFCOMMENCEMENT (AV MEASURED F.I.P. FOUND IRON PIPE P.R.C. POINT OF REVERSE CURVATURE (R) RECORD F.LR FOUND IRON ROD P.RA4 PERMANENT REFERENCE MONUMENT SYMBOLS FND. FOUND P.T. POINT OF TANGENCY CONCRETE L.P. UGHT POLE R RADIUS OVERHEAD UTILITY LINES LB UCENSEDBUSINESS RE RIM ELEVATION WIRE FENCE LS LAND SURVEYOR R/W RIGHT -OF -WAY NGVD NATIONAL GEODETIC VERICAL DATUM SAN. SANITARY NO ID. NOT IDENTIFIABLE S.I.P. SET IRON PIPE NO. NUMBER SLR SET IRON ROD NTS NOT TO SCALE ST. STREET O.RB OFFICIAL RECORD BOOK T TANGENT ON/PL ONPROPERTYLINE T.B.M TEMPORARY BENCH MARX O.U.L OVERHEAD UTILITY LINES TEL. TELEPHONE P.C. POINT OF CURVATURE CATV CABLE TELEVISION BOX P.C.C. POINT OF COMPOUND CURVE TYP. TYPICAL P.C.P. PERMANENT CONTROL POINT U.E UTILITY EASEMENT PLS PROFESSIONAL LAND SURVEYOR W.M. WATER METER WOOD FENCE "—Co--- PROPERTY CORNER --ww WATER FLOW 8.80 EXISTING GRADE ELEVATION —f PROPOSED GRADE ELEVATION N WATER VALVE SIGN DRAINAGE MANHOLE SANITARY MANHOLE FIRE HYDRANT UGHTTNG FIXTURE XI FIRE DEPARMENT CONNECTION r� tJ' SUFFIX L DATE OF (FIRM: -09- 112009 BASE ELEV.= N/A PROPERTY OF: AURELIO P. MARTINEZ 999 N.E. 94th STREET, MIAMI SHORES FLORIDA 33138 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. A BOUNDARY SURVEY 1 HEREBY CERTIFY THAT THIS SURVEY CONFORMS TO THE MINIMUM TECHNICAL STANDARDS OF LAND SURVEYING IN THE STATE OF FLORIDA AS OUTLINED IN RULES 5J -17, (FLORIDA ADMINISTRATIVE CODE), AS ADOPTED BY THE DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN SEPTEMBER 1981, AS AMENDED, PURSUANT TO CHAPTER 472.027 OF THE FLORIDA STATUTES, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. FRANCISCO F. FAJARDO FLORIDA PROFESSIONAL SURVEYOR AND MAPPER REGISTRATION NO. 4767. PROFESSIONAL SURVEYING AND MAPPING LANNES & GARCIA, INC. LB # 2098 FRANCISCO F. FAJARDO PSM # 4767 (QUALIFIER) 385 ALHAMBRA CIRCLE - SUITE C, CORAL GABLES, FLORIDA 33134 PH (305) 666-7909 FAX (305) 559 -3002 FIELD DATE12 -26 -20121 SCALE: 1 ° = 20' I DRAWN BY :: PAUL I DWG. No.: 233626