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PW-16-1475Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number 16-147 Public Warks Publc,Works tattts: APPUED /20161 Expiration: 09/07/2016 Applicant 1285 NE 95 Street Miami Shores, FL 1132060144020 Block: Lot: Owner Information Address Phone ROBERT AND NANCY FREHLIN( CeII ROBERT AND NANCY FREHLING 421 E SAN MARINO Drive MIAMI BEACH FL 33139- 421 E SAN MARINO Drive MIAMI BEACH FL 33139- Contractor(s) Phone TECH CONSTRUCTION GROUP INC (305)863-1902 Cell Phone Valuation: Total Sq Feet: Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $100.00 $3.00 $1.60 $110.20 Pay Date Pay Type Invoice # PW -5-16-59960 06/09/2016 Credit Card 05/27/2016 Credit Card Amt Paid Amt Due $ 60.20 $ 50.00 $ 50.00 $ 0.00 $ 2,000.00 50 Available Inspections: Inspection Type: Final Excavation Review Building In consideration of the issuance to me of this pertaining thereto and in strict conformity with th accepting this permit I assume responsibility for required for ELECTRICAL, PLUMBING, MECHAN OWNERS AFFIDAVIT: I certify that all the foreg construction and zoning. Futhermore, I authorize the erm plan all wo AL, , I agree to perform the work covered hereunder in compliance with all ordinances and regulations dra ings, statements or specifications submitted to the proper authorities of Miami Shores Village. In k de by either myself, my agent, servants, or employes. I understand that separate permits are OWS, DOORS, ROOFING and SWIMMING POOL work. inf. ti ove- aA is accurate and that all work will be done in compliance with all applicable laws regulating ed contractor to do the work stated. June 09, 2016 Authorized Signature: Owner / Applicant Contractor / Agent Building Department Copy Date June 09, 2016 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 ❑BUILDING ELECTRIC ❑ ROOFING Master Permit No. Sub Permit No. R C MAY 27213 BY: FBC 2014 / 3o(-1- 5-6`/ —PIA) (6-- 141-5 ❑ REVISION ❑ EXTENSION ❑ PLUMBING ❑ MECHANICAL ®`PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR 40B ADDRESS: ice' Nta g5sr City: Miami Shores County: Folio/Parcel#: Occupancy Type: Load: Construction Type: Flood Zone: ❑ RENEWAL ❑ SHOP DRAWINGS Miami Dade Zip: 33 1 30 Is the Building Historically Designated: Yes NO BFE: FFE: OWNER: Name (Fee Simple Titleholder): AO G` °-1 '4-4)&1 Fr40"16 Address: t:'16/2- Ne 95 sr Phone#: (SOS-) -I-La- City: City: /7i/fr,')i S#tv#2 J, State:h Zip: 33 /3e' Tenant/Lessee Name: Email: /1.9`5,2r- 06aer) Phone#: CONTRACTOR: Company Name: TP -0 --el �'" P'Luc , o,.' C 'Vc%° Address: ti,e4 r es"4.0 Aet' • Phone#: (os) eb' / 7 b2 City: '1) /17-) I S'.00/1-4 Qualifier Name: )1C -'61-4-J0 State Certification or Registration #: State: defrk-Sae., Citi C6c- /5/2 '300 Zip: 33l W (v Phone#:( 30c) 06'5 ' 2 Certificate of Competency #: DESIGNER: Architect/Engineer: Of f-/ pea va ,5-16„ Address: 014- AlE 33 t /6'2' Value of Work for this Permit: $ 00 City: r7/may Phone#: C o5) S'� r0-ELo f State: 1% Zip: 33/3? Square/Linear Footage of Work: /4rubr` ce Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: CfrAu + c- / c /94v' re) / - 77 F% f/® TD "fir ( rJ&-e G cry pc- ) Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Bond $ Structural Reviews $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 66a Bonding Company's Name (if applicable) 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 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 whos-e 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 insp= ion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n• be approved and a rein .ection fee will be charged. Ik Signature OWNER or AGENT Signature The foregoing instrument was acknowledged before me this The foregoing 25 day of d/4 - , 2016 , by , who is a J/C✓G// sof nall;own to /�''0 �' cl ,who i y I s�personally know to me or who has produced as me or who has produced as CONTRACTOR strument was acknowledged before me this -25 day of r7i1 , 20 /C . by identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: — Sign: Print: 64NLi.C5 A- is Print: Seal: Seal: APPROVED BY (Revised02/24/2014) CAI LOS SANABRIA Commission # FF 37673 My Commission Expires *49414*** 1 ************** Plans Examiner 114 Z", a CARLOS SANABRIA Commission # FF 37673 My Commission ,r.Pc� o, Expires Zoning Structural Review Clerk / ARD® CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 5/26/2016 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(ies) 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 FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater FL 33756 CONTACT NAME: HO (A/C. No. Ext): (727) 412-7765 I(a, No): (727) 608-1526 E-MAIL FCIA@frankcruxn.com ADDRESS: INSURERfSLAFFORDING COVERAGE NAIL # INsuRER A Accident Insurance Company COMMERCIAL GENERAL LUU3ILITY 11573 INSURED Tech Construction Group, Inc. 284 Westward Drive Miami Springs FL 33166 INSURER B : INSURERC: INSURER D : $ 1,000,000 INSURER E : INSURERF: X 1 OCCUR 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 HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYYI POLICY EXP (MM/DDIYYYYI LIMITS X COMMERCIAL GENERAL LUU3ILITY EACH OCCURRENCE $ 1,000,000 A 1 CLAIMS -MADE X 1 OCCUR DAMAGE TO PREMISES (EaENTED occurrence( $ 100,000 $ 5,000 CPP5001748 5/18/2016 5/18/2017 MED EXP (Any one person) $ 1,000,000 PERSONAL 8 ADV INJURY GENT AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 $ 2,000,000 X POLICY OTHER: JECOT- LOC PRODUCTS - COMP/OP AGG $ AUTOMOBILE LIABILJTY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE Per accident) $ $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB _ CLAIMS -MADE AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION PER STATUTE OTH- ER AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? I - (Mandatory In NH) N / A E.L DISEASE - EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 111, Additional Remarks Schedule, may be attached H more space is required) General Contractor: Carpentry & Roofing Work License #'s CCC1329230, CGC1512700 & CGCO25652 CANCELLATION (305) 756-8972 City of Miami Shores 10050 NE 2ND Ave Miami Shore 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Matt Crum/SS ACORD 25 (2014/01) INS025 (201401) ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACODR`" CERTIFICATE OF LIABILITY INSURANCE 16------ DATE (MWDD/YYYY) 05/26/2016 THIS CERTIFICATE 1S 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 POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holier Is an ADDITIONAL INSURED, the policy (les) must have ADDITIONAL INSURED provisions or 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 FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater, FL 33756 CONTACT NAME: PHONE (A/C, No, Ext): 1-800-277-1620 x4800 FAX (A/C, No): (727) 797-0704 E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAICS INSURER A. Frank Winston Crum Insurance Co. 11600 INSURED FrankCrum UC/F Tech Construction Group, Inc. dba Tech Construction Group 100 South Missouri Avenue Clearwater, FL 33756 INSURER B: INSURER C: INSURER D: INSURER E: $ INSURER F: $ VERAGES CERTIFICATE NUMBER: 362948 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES 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 HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSRD SUER WVD POLICY NUYSER POLICY EFF BABIDh POLICY EXP (�D ) LaDTS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO ROILED PREMISES (Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (My one person) $ PERSONAL & ADV INJURY $ GENT AGGREGATE UMR APPLIES PER: ____IPOUCY PROJECT EJLOC OTHER: GENERAL AGGREGATE $ PRODUCTS-COMP/OP AGG $ $ AUTOMOBILE - LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY - SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Per poison) $ - BODILY INJURY (Per accident) $ - PROPERTY DAMAGE (Per acddent) $ - - UMBRELLA UAB_ EXCESS LUXa OCCUR CLAIMS -MADE EACH OCURRENCE $ AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS•UABRJTY ANY PROPRIETOR/PARTNERIDCECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) Il yes, desa0m under DESCRIPTION OF OPERATIONS below YM N/A WC201600000 01/01/2016 01/01/2017 X P172 STATUTE OTH- ER E.L. EACH ACCIDENT $1,(00,000 EL DISEASE -EA EMPLOYEE 11,000,000 E.L DISEASE -POLICY LIMIT $1.000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached U more space Is required Effective 08/15/2004, coverage is for 100% of the employees of FrankCrum leased to Tech Construction Group, Inc. dba Tech Construction Group (Client) for whom the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION City of Miami Shores 10050 NE 2nd Ave`` Miami Shores, FL 33138-2304 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ASD REPRESENTATIVE ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD ©1988-2016 ACORD CORPORATION. All rights reserved. GEOTECHNICAL I ENVIRONMENTAL 1 MATERIALS TESTING 1 ASBESTOS 1 ROOF TESTING 1 INSPECTION SERVICES 1 DRILLING SERVICES (, DEC DYNATECH ENGINEERING CORP. W W W.DYNATECHENGINEERING.COM Miami, December 23, 2016 Mr. Alex Placensia TECH CONSTRUCTION GROUP, INC. 284 Westward Drive Miami Springs, FL 33166 Re: Alleyway Trench 1285 Northeast 95 Street Miami Shores, FL Dear Mr. Placensia: C 1 4 - 56 4 -.Dow Us i - P40 -6 =/4._. 1J Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on December 23, 2016 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re - compacted and re -tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction teS`results.° t has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, • issam N. i ani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 1 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM DYNATECH ENGINEERING CORP. MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: December 23, 2016 CLIENT: TECH CONSTRUCTION /96 PROJECT: Alleyway Trench @ ADDRESS: 1285 Northeast 95th Street, Miami Shores, FL CONTRACTOR: Tech Construction MATERIAL DESCRIPTION: Gray sandy limerock SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 101b. Hammer and an 18" drop AASHTO designation T -180-C. % MOISTURE DRY DENSITY 4.5 5.9 8.4 11.8 120.2 123.0 125.6 124.9 Optimum Moisture 9.8 Percent 100% Maximum Dry Density 126.5 lbs./cu.ft. % Passing 14" Sieve 81.7 Percent Sampled By: JA Tested By: JA Checked By: WN 128 126 124 122 120 118 As a mutual protection to clients, the public and ourselves, all repor_tt!'s are submitted as the confidential property of clients, and authorizath for use, publication of statements, conclusions or extracts from or regarrtling our reports is reserved pending our written approval 2 4 6 8 10 12 14 % MOISTURE Respectively submitted, ISSe?u- Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N S I T Y 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFO©DYNATECHENGINEERING.COMEC YNATECH ENGINEERING CORP. FIELD DENSITY TEST OF COMPACTED SOILS DATE: December 23, 2016 CLIENT: TECH CONSTRUCTION PROJECT: Alleyway Trench A ADDRESS: 1285 Northeast 95th Street, Miami Shores, FL CONTRACTOR: Tech Construction Test No. 1 Location: Test No. Location: Test No. Location: Test No. Location: Test No. Location: Description of Material: Center of alley way trench limerock base Gray sandy limerock TEST NO. 1 DEPTH 8" FIELD DENSITY 124.7 MOISTURE CONTENT % 9.1 MAX. DENSITY IN THE FIELD % 98.5 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 98% 100% MAXIMUM DENSITY (LAB) 126.5 _ REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS `Please note this is not a pad certification. A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Tested By: JA Checked By: WN Respectfully submitted, &S IAA Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client, prior, to construction to verify subsoih conditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorizatjon forpublication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. 3 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFO©DYNATECHENGINEERING.COM LOT 9 OH OH ah o h• ,L b Fnd 3" IP NO ID. LOT 8 LOT 7 OH _ OH UI1 LOT 6 9'± Asphalt Pavement x 5.9' 17.6' 7.0' I StepS-I Oy N�phalt 'r D'veway 25:0' to 18.4' 26.2' o0 25.8' °° ONE STORY age 24' I CBS BUILDING F.. EL=6.15' F.F. EL=7.81' . 9.5' cr a 1. eened Pi 22.4' ��� 0' trete Pool, D, k 5S 0.2� \ /.5°` I 12.7- ' I P00 eta I oof 21.6' 17.4' Set PK & Dis LB#761 15.0' t— O 24.6' x 6.0 Concrete Bricks Concrete L Bricks - CBS Wall TWO STORY A/c Unit CBS BUILDING •D' >r4x3' F.F. EL=8.47' n EL 6.26' LOT 34 2.0.- 2.1'6 A/C Duct .9,0' ddl 25.3' <I - os" -.01e✓ 1 5' CBS Wall 14.8 oli.. ti Con. Brick LOT 35 East 25' Fnd §' IP NO ID. 1— O -J i5'(M)(C) 671.61'(R) Fmrind I1 IP 124.98'(M)(C) 125,00'(R) 22'± Grass Parkway 5.35' 27.6'± Asphalt Pavement N.E. .. ... • .5th . • 6. +• •i8(1'.rgOtAL• R�iit .• • • • • • • • • S TREE T hl, • ••• • ••• • • • • w s CO • • • • • • • • • • • • • • • • • •$ • • • • •• • •• • • .j •• • ••• • ••4 • ••• • • • •••+ • • • • • • • • • • . • ,. • • • 6 • • • • • • • • •• •• • • e •• •• ••• • • • ••• a • 1— O J 2OO.O7'(Iv E i IFnd 6 -6171 OH LOT 9 S = TC LOT 8 OF BO LOT 7 uH Thi -j JH -)-- 1:17 LOT 6 \3ARY S,RVLY h 48.13' m 142 20'!21 Asphalt Pewmst 671.55'(M)(C) 671.61'(2) FF'd 1 Stapes A/C Duet-, col 21.6 `e 17.4' V 0 M 0 SHORELAND BLVD. J § s s4.2 150 - rT r� r —rte r �--� e r I I I 1111 1111 I I CEl . ED MAY 272016 BY: T las 386 I 1 20 119 18 117 1 16 15 114 113 112 1 11 10 1 9 1 8 7 16 j 2 m I I I I I I I i I ?.r/ I I I I I I I 1 I I' 0 ii - 1 OgLam_ 1L L_Ll�y{j L_ �L 3 / 'gyp' T T'1 -r F—v,/ T —r— r 1 W 1 1 1 1 1 1 1 1 1 1 1 Its'2sq I I 1 I I I I I I h 1 4 Q W 1 21 122 123 124 1 25 1 28 127 1 28 1 29 1 30 1 31 132 j,„ =/37.31 L_ TWO STORY CBS BUILDING 11. EL -a47 LOT 34 ry 6 bM1 Aaphdt utwevy 6- 0 w „•.1' 124.98'(M)(C) 125.00'(2) $ . 5' Concnta 22'4 Gros Pakaay h0O h$ 27.e4 Alphdt Pawnent N.E. �2a plae� sPN11-Lr -ria 04- , J/ J/Atv/,r•- d�,�V�e_,A6U7 6 / QD� otic 7'� 7714M 95th (80' TOTAL R/W) STREET 200.07 6{ C-.0"4 Inch 8 ��LN6�''�k- 41-754 to 4S2"1 Z1/.4-/-11/4,• 67(— Imo''_ ` ABBREVIATIONS: End IP (M) (9) (C) CBS F.F.EL. A/C Dia. PB PC PL. Found Iron Pipe Measure Dimension Record Dimenalon based on recorded Plot Calculated Dimenalon Concrete Block Structure Finish Floor Elevation Air Conditioner Unit Diameter Centerline Plat Book Page Planter LEGEND: o Wood Pole Wire Pull Box v--- Water Meter 2 Gas Meter /=' Electric Meter o Concrete Pole ® Manhole Unknown Water Valve ❑ Irrigation Box 0 Irrigation Valve — a1 — Overhead Wire Line &/w 1 1 1 1 1 1 I 1 I 1 I 1 1 I . I 1 J L. 1 2 o SURVEYOR'S NOTES: -s J1=t N.E. 95th STREET LOCATION MAP Not to Scale The acourecy obtained for .5 horizontal control measurements and office a(Culatans of dosed geometric figures, meets or exceeds the Minimum Technical Standards as set forth by the Florida Bard of Professional Surveyors end Mappers as contained In Chapter 5J-17.051 of 1 bot In 7,500 feet for Suburban Areas. E5vatlons are referred to the National Geodetic Vertical Datum, 1929 (NGVD). Eevetlone are based on Mani -Dade County Benchmark B-62, the Same Ming a Brass Dix set int concrete monument, located 66 feet North of centerline of NE 980 Street and 23.5 feet Nest of amarine of NE 100 Avenue, elevation 8.88 feet. The Subject Property does Ss within a Special Rood Huard Area (SFHA) as shown on the National Flood Insurance Programs, Flood Insurance Rata Map for Werra -Dada County, Florida and Incorporated Areas Map No. 12086C0306L, Community No. 120652, bearing an effective/revised data of September 11, 2009. Said map delineates the herein described land to be saueted within Zone AE, base flood elevation 9 feet. The legal description is based on the MIemi-Dads County Property Appnbers Property Information Map for Tax Folio No. 11.3206-0144020 and as evidence in the VWnanty Deed as recorded in Official Record Book 20666 at Page 595. No tele search has been conducted by the Surveyor. Note the Property Appraiser's Description and the referenced description in the aforementioned Warranty Deed described the division of Lot 33 differently, the East 25 feet verses the East a. There may be easements, rights of way ardor oder encumbrances affecting the subject property not disclosed hereon. No encroachments were noted by this survey, except as shown hereon. The ownership of the fences and/or walls as shown hereon was not determined. The location of utilities on or adjacent to the property was not seared. Only the sem indications of underground allies were located. There may be other underground util6les In addition to those evidenced by visible appurtenances as shown on this sketch, Underground footers have not been located. Right of Way as shown Is basad on the recorded Plat and the record description. Any notorious evidence of occupation and/or use of the described parcel for Right -of -Way, Ingress or Egress are shown on this survey drawing. However, this survey does not purport to reflect any recorded instruments or Rightof-Nay other than shown on the recorded pat or anted In time legal description, ask appears on this drawing. A comparison between measured (M), plat (P), record (R) and calculated (C) dimensions Is d&Ine.Wd hereon. Measured dimensions (M) are based directly on the recovered nanumenatlon. Record dimensions (R) aro based on the Legal Description. Calculated dimensions (C) are a protraction based on the Legal Description, record pats end field measurements. This sketch shown hereon Mks graphic forma the record depiction of the surveyed lands described herein and vete in no circumstances be supplanted In authority by any other graphic or digital format of this Survey. This nap is intended to be displayed at a sae of f 20 or ern... At the maximum intended displayed scale the survey and sketch's positional accuracy value occupies 1/20' on the dispey. • • • • • •• • • •••• • • •••• • • LEGAL DESCRIPTION: • • • • East twenty eve (25') of Lot Thirty three (33) and ail of Lots Thiry(32. • • and Thirty five (35), in Back Eighty four (84) of MIAMI SHORES, S I NS • No. 3, according to the Flat thereof, es recorded in Plat Book 10.0 Page • 37, of the Public Records of Miami Dade County, Florida. • • •• •• • CERTIFIED TO: KRINZMAN HUSS 8 LUBETSKY FIRST AMERICAN TITLE INSURANCE COMPANY ROBERT FREHLING AND NANCY FREHLING SURVEYOR'S CERTIFICATION: This N to certify to the herein timed firm and/or persons, that in my professional opinion, this rap or pat of the herein described property (0 true and maid as recently surveyed and patted under my direction. I further pray that this map or pat and the survey on which it Is based meets the Minimum Technical Standard Requirements, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Adnantstretive Cods, under Sedans 5J-17.051 and 5J-17.052 and 56 • 'BOUNDARY SURVEY as defined N Sedan 5J -17.050(10)(b). Dated: E.R. BROWNELL 8 ASSOCIATES, INC. Thomas Brownell. Executive Vice President Professional Land Surveyor a 2891 Sae of Florida The survey map and notes and/or report or the copies thereof are not valid without the sigature and the origM! raised seal of a Florida licensed surveyor and Trapper. K N • • ' • • 11 • •, I • • II • • r• • I • a • 1144 Q.) } • ••Zen iI 15 G i - Sheet: 1 OF J N. 57806 5k. No. LS -2971